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5397
Contract Number: 5397 Vendor: STAN PALMER CONSTRUCTION, INC. Subject: Lower Wheaton Way Bridge-to-Bridge Trail Department: Engineering File Class: GS55-05A-06 Rev. 1 Capital Assets (Real Property) Begin Date: 5/23/2014 End Date: 9/30/2014 � Review Date: 11/1/2014 Vault Date: 2015 Comments: CO #1 7/12/14; CO #4 7/31/15 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 4 PROJECT NAME: Lower Wheaton Way Bridge-to-Bridge Trail PROJECT NO: 4801 CONTRACTOR: STAN PALMER ORIGINAL CONTRACT AMOUNT: 3,440,192.94 DAYS: 130 PREVIOUSLY APPROVED CHANGES: 3,407,499.96 DAYS: 4 THIS CHANGE: (80,068.97) DAYS: 0 REVISED CONTRACT AMOUNT: 3,327,430.99 DAYS: 134 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN� o ^ CONTRACT CONTRACT AMOUNT ar AMOUNT ($) � a� ($) > > � � X 1. Cost for labor and eauipment for placement of native backfill. 1.1 Native material was used in place of most of the bid quantity for "bank run gravel for trench backfill"(items 29,43 and 47)Of the • 7,940 tons estimated for this contract only 963.71 tons of bank ($182,265.48) run gravel was used. 1.2 Original specifications called for�II costs associated with . backfilling trenches to be paid for under the"bank run gravel for $106,698.17 trench backfill"items(bid items 29,43 and 47). Onsite conditions allowed for native material to be placed as trench backfill,so bank run gravel was not used. However,the labor and equipment costs for placement of the native material were hot represented in any bid item. 2. Remove and realace monuments. X 2.1 Regrading on site caused some monuments to be removed. This was not anticipated in the specifications. Therefore,cost of removal and re lacement of monuments must be added. $2,178.40 NET CHANGE IN CONTRACT AMOUNT ($73,388.91) INCREASE OR (DECREASE) ESTIMATED SALES TAX AT 8.6% $9,176.04 ($15,857.10) TOTAL INCLUDING SALES TAX ($80,068.97) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this CONTRACT CHANGE ORDER NO: 4 PROJECT NAME: Lower Wheaton Way Bridge-to-Bridge Trail Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under tne contract to address this change. CONTRACTOR � Acce t : �__ � ---- -- DATE: :�.��/ PROJECT MANAGER-= `""� �.,�� Gr�- �� � iS Recommended: DATE: �/ CITY ENGINEE Council action is required as project cost will exceed approved budget. ❑ Yes X No Council action is required as change exceeds Mayors authority per BMC 2.76.110. ❑ Yes X No Recommende : DATE: ��Z� � DtRECTOR OF PUBLI ORKS AND UTILITIES Recommended: � 1 DATE: 7 � MAYOR A roved:� � DATE:7 .3( APPROVED AS TO FORM: ATTEST: J / Bremerton it ttorne City Clerk Page 2 of STAN PALMER CONSTRUCTION, INC. EXTRA WORK COSTING X ACCT N0: X509 PROJECT:Lower Wheaton Way COST DATE: 6/3/2015 NAME: Monuments PERFORM DATE: 4-29 to 5-19 Bid Item 85 requires SPC to Adjust Monuments and Provide a New Case and Cover. Several monuments due to differences in grades had to be completely removed and new monuments provided and recorded by the surveyor. SPC is requesting compensation for the Surveyor to survey and record the new monuments. +atiiraraa+�iaiaaaiaatar�+aaii�aai+a •i�aa�aiiiii r�iaiaa�a+rrii3aa+ •araar.tariaa a+r�ii�aaaaraiaa+ ��aaaaa�.riaaiaa+a+• ITEM DESCRIPTION HOURS HOURLY EXTENDED NO. RATE COST$ ..........�.........,.�............... .......�...................... .....�...... ................. .......,........... LABOR: � $0.00 2 $0.00 3 $0.00 ----------------------------------- --------------------- TOTAL LABOR: $0.00 LABOR MARKUP 29°/a $0.00 EQUIPMENT: 22 23 $0.00 24 $0.00 25 $0.00 26 $0.00 27 $0.00 28 $0.00 29 $0.00 30 $0.00 $0.00 31 $0.00 ---------------------------- ------------------------------------ ----------------------------------- --------------------- TOTAL EQUIPMENT: $0.00 EQUIPMENT MARKUP 21% $0.00 MATERIALS&SUPPLIES: 39 $0.00 40 $0.00 41 $0.00 42 $0.00 43 $0.00 44 $0.00 ----------------------------------- --------------------- TOTAL MATERIALS 8 SUPPLIES: $0.00 MARKUP 21% $0.00 SUBS/SERVICES: 54 Aspen Land Surveying LLC 1.00 1945.00 $1,945.00 � 55 $0.00 56 $0.00 COSTS ARE ONLY FOR DIRECTLY AFFECTE SUBS MARK-UPS @ 12% $233.40 WORK PRICED ABOVE. RIGHT RESERVED TO _____________________ SUBMIT COSTS FOR DELAY AFFECTS,IMPAC'SUBTOTAL SUBSISERVICES= $1,945.00 AND DISRUPTIONS NOT KNOW N AT THIS TIME. SALES TAX EXTRA IF APPLICABLE ___________________________________ _____________________ EXTRA TIME REQUIRED= DAYS TOTAL COSTS= $2,178.40 Aspen Land Surveying LLC (n V Q�C� P. O. Box�124 Vaughn,WA 98394 DATE INVOiCE NO. 5/20�2015 11051 � � � � V � `� � Stan Palmer Construction ` ATTN: Crreg Crrantham T�9 AY 2 ! 20'5 � � �,s S I 08 SV��Nixon Loop �'� �� Bremerton,WA 98312 . TERMS PROJECT Due on receipt 4534-dj -CnstStake,Wheatou QVay DATE ITEM DESCRIPTlON QTY RATE AMOUNT REVISED 1NVOICE 5/22/1 S: 4/29/2015 CAD DJ Ca1c'Monuments @ LEBO-EXTRA 1 130.00 130.00 4/30/2Q15 Field EJ- SPC Monument Staking-EXTRA 1.75 220.00 355.00 5/11/20I5 Field EJ- SPC Monument Staking�EXTRA 2.5 220.00 SSQ.00 5/12/2015 Field EJ-SPC Monument Staking-EXTRA 2 220.00 440.00 5/19/2015 Field EJ-SPC Monument Staking-EXTRA 2 220.00 440.Q0 Please ca11 (253}303-0270 if you have questions. Thank you for your To�� $1,945.00 business. American Express VISA MasterCard Discover Card#: Expires: Signature: Zip CQde: I i `,;.. 5108 SW Nix�►u Loop Bremerton,WA 98312 ST-Ai.'v-PC-*302NF , � (360)674-21Q0 • Fax: (360)674-7190 ���i�.stanpalmerconstruction.com June 3, 20]5 City of Bremerton Attention: Eduardo Aban 3027 Olympus Drive Bremerton,WA 98310 RE: Lower Wheaton Way Improvements Subject: Change of Scope- Request Meeting Dear Mr. Aban and Mr. Knuckey: Several weeks ago I discussed with Eduardo Aban, the change in scope of the project caused by a few bid items being dramatically reduced in a way that was not compatible with the payment provisions of those bid item. Specifically the bid items were changed in a way that did not allow the Contractor to be compensated for costs that were increased,or uncompensated because of the changes. Eduardo was going to discuss these issues with Tom Knuckey and get back with me. I have not heard anything back yet, so I am requesting a meeting to further discuss and explain the issues,and request compensation for the changes. Stan Palmer Construction(SPC)believes that the efFect of the changes by City of Bremerton in the work,changed the scope of work on the Lower Wheaton Way Improvements Project,from what was included in the bid documents. The deletion of most of the "Bank Run Gravel for Trench Backfill" caused all of the costs fox back filt to be uncompensated, because SPC had included all of those costs in that bid item. When that large quantity was deleted,there was no compensation for costs to place and compact the trench backfill,because it was all allocated to that bid item. In the case of bid item 15 the City changed the installation to 2"instead of 4"thickness. This cut the volume by 50%, but the cost of grading and compacting did not change, since the cost to grade 2"is the same as for 4" Below are the bid items SPC believes changed in scope of work. • Crushed Surfacing Top Course,Bid Item 15: The detail showed c ess of ' CSTC at 4",but it was changed in the field to 2"thick b ily of Bremerton. The Labor and Equipment cost,is much higher t ' a112"of CSTC per ton than 4". Most of the time is spent in the, ' g of the CSTC. The quantity of the CSTC was 56%of the ori inal�i. . Our bid for Labor and Equipment to install CSTC was$14.00� ' plus material and mark up. Our actual cost to install for Labor and E ' ment was$24.56 per ton, because of the reduction in thickness of the C . That is a direct loss of$27,407.00 in direct costs not including ups. • Bank Run Gravel for Trench Backfill, Bid Items 29,43 and 47. The specification reads,"The unit contract price per ton for"Bank Run Gravel for Trench Backfill" shall constitute full compensation for all Labor,materials,tools,equipment, transportation,supplies, and incidentals required to complete all work to furnish and install(ital ics added)the imported trench backfill..." The bid items totaled 7944 tons,which implies that all native trench material was to be exported and trench backfill was to be used. Due to the condition of the native material which was onsite, it was determined by the City of Bremerton the native material could be used for trench backfill. The bid items stated that the price for imported trench bacicfill would include installation of the material. The cost for Labor and Equipment for backfilling the pipe was included in the imported trench backfill and not in the price for the installation of the pipe. Because native backfill was used instead of imported Trench Backfill, SPC was not compensated for Labor and Equipment costs for the backfilling of the underground utilities. Only 963.71 tons of Bank Run Gravel for Trench Backfill were used out of the 7940 tons,the cost per ton for Labor and Equipment only for installation of the Bank Run Gravel for Trench Backfill was$l 2.b4 per ton, which equals a loss of$88,180.31 not including mark ups. Thesc two items equal a direct loss in labor and equipment of$115,587.31. SPC is entitled to a fair mark up at 21%. SPC is requesting$139,860.b5 compensation for change iii scope of work for CSTC and Bank Run Gravel for Trench Backfill. SPC requests a meeting with Mr. Aban and Mr. Knuckey to discuss these changes. Sincerely, �•r� �..��� `��J•'��-t�.". ' .. r��.. ._"�+-r""' � � � Tom Abplanalp Project Manager Cost Spreadsheet Stan PalmerConstruction Inc 06-30-2015 System Date:06-30-2015 Dates from 01-01-2014 to 06-30-2015 1403 Lower Wheaton Way Improvements LABOR EQUtPMENT TOTAL Cost Cost Cost 1.01.0029 Bank Run Gravel for Trench Backfill 5,960 5,653 11,613 1.01.0043 Bank Run Gravel for Trench Backfill 269 301 570 Totals 6,228 5,954 12,162 �C L� k Li C�`M�/ .�; `..? 11�s2 .�o � Ic�o�- � E���� �c �+�.��kcJ,� �l0 5:�� ��n5 �2;�z �q � �- � t = � \2,�G� ��,�- �,n 1�.4��: � e.��.� . c 19� t�s�s (�s�r�.��.d �b�.a.�..�;hf� af b�ck� ��� ���e .-- �i'r.� r ,0 � � 1 WJ'�' `�1'�S CC t��l/u�—� b���ed, ��1..C.ltL1�S� �(��� 1rk� YJ rC�[f S�� W�,� ✓.,���' .. �i�.��,i"�� �!. � %:Ji:.J,cy p-..r_:_ ✓-. ..� ...-./ . _ .� ` � 1 ii �"� �1�S 2� 1 Oti�� l �S��(YYA. '� o_X:�J� rJ�%�C��\\ ��C+�C.Cf� UV I �`U Ci:(V�.��C�i TC VJ � \(J \ � \ �C ,R�-�, 2q X� �2 t�� = � ��, ��o� �� �' �gr �� ,3i x 1 � 2\ ��-•�� -_� 10�0 ,1�q�6 .'1`�- Cost Entries by Job Stan Palmer Construction Inc Ofi-30-2Q15 Page 1 System Date: 06-30-2015 System Time: 2:43 pm 1403 Lower Wheaton Way Improvements Include Closed Jobs: No >,.�l ; ,_- Acctg 4r' �,. Cat Date Description Units �_� Amount M1�i 1.01.0029 Bank Run Gravel for Trench Bac c�;�.��. �;'I�' ��� L 06-20-2014 Stoner; Richard L 1.00 43.40 ��r.. ;y` L 06-20-2014 Stoner; Richard L 2.54 `„ ,�� L 06-20-2014 Stoner; Richard L g,gq �iY`'� _:a�' L 06-20-2014 Stoner; Richard L 10.80 ``�� t`� L 06-20-2014 Stoner; Richard L 2,6g �:�.� L 06-20-2014 Stoner; Richard L .63 "� " L 06-20-2014 Stoner; Richard L 2.53 '� L 06-20-2014 Groves; Chris W 12.25 220.50 L 06-20-2014 Groves; Chris W 42.39 L 06-20-2014 Groves; Chris W 35.28 L 06-20-2014 Groves; Chris W 24.50 L 06-20-2014 Groves; Chris W 13.67 L 06-20-2014 Groves, Chris W 3.20 L Q6-20-2014 Groves; Chris W 12.88 L 06-27-2014 Britton; Dwain L 4.00 168.24 L 06-27-2014 Britton; Dwain L 42,08 L 06-27-2014 Britton; Dwain L 2g,g2 L 06-27-2014 Britton; Dwain L 9,82 L 06-27-2014 Britton; Dwain L 10.43 L 06-27-2014 Britton; Dwain L 2.44 L 07-03-2014 Isom;Joseph N 1.00 42.40 L Q7-03-2014 Isom;Joseph N 1.00 33.97 L 07-03-2014 lsom; Joseph N 30.25 L 07-03-2014 Isom; Joseph N 7.51 L 07-03-2014 Isom;Joseph N 129.55 L 07-03-2014 Isom;Joseph N 82,gg L a7-03-2014 Isom; Joseph N 10.50 441.63 L 07-03-2094 Isom; Joseph N 32.12 L 07-03-2014 Byrd; David M 21.p4 L 07-03-2014 Byrd; David M 13.46 L 07-03-2014 Byrd; David M 5,pg L 07-03-2014 Byrd; David M 4.9� L 07-03-201Q Byrd; David M �.22 L 07-03-2014 Byrd; David M 5.22 L 07-03-2014 Byrd; David M 2.00 84.92 L 07-03-2014 Groves; Chris W 1.95 L 07-03-2014 Groves; Chris W 2,07 L 07-03-2014 Groves; Chris W 8.34 L 07-03-2014 Groves; Chris W 5.34 L 07-03-2014 Groves; Chris W ,48 L 07-03-2014 Groves; Chris W 1.00 33.35 L 07-03-2014 White;Travis K ,48 L �7-03-2014 White; Travis K .20 L 07-03-2014 White; Travis K 5.34 !. 07-43-2094 White; Travis K 1.00 33.35 L 07-03-2014 White; Travis K 8.34 L 07-03-2014 White; Travis K 1.95 L 07-03-2014 White; Travis K 2.07 Cost Entries by Job Stan Palmer Construction Inc 06-30-2015 Page 2 System Date: O6-3Q-2015 System Time: 2:43 pm 14U3 Lower Wheaton Way Improvements Include Closed Jobs: No Acctg Cat Date Descriqtion Units Amount 1.01.0029 Bank Run Gravel for Trench Bac L 07-03-2Q14 Whitford; Daniel W 4.91 L 07-03-2014 Whitford; Daniel W 13.46 L 07-Q3-2414 Whitford; Daniel W 5.22 L 07-03-2014 Whitford; Daniel W 21,04 L 07-03-2014 Whitford; Daniel W 1.22 L 07-03-2014 Whitford; Daniel W 2.00 64.12 L 07-03-2014 Bethke; John P 1.83 L 07-03-2014 Bethke; John P 3.00 926.18 L 07-03-2014 Bethke; John P 20.19 L 07-03-2014 Bethke; John P 31.56 L 07-03-2014 Bethke; John P 7.82 L 07-11-2014 Britton; Dwain L 3.OQ 12720 L 07-11-2014 Brittan; Dwain L 20.35 L 07-11-2014 Britton; Dwain L 7.89 L 07-11-2014 Sritton; Dwain L 31.80 L 07-11-2014 Britton; Dwain L 7.43 L 07-11-2014 Britton; Dwain L 1,84 L 07-11-2014 Byrd; David M 3.91 L 07-11-2014 Byrd; David M .g2 L 07-11-2014 Byrd; David M 10.09 L 07-11-2014 Byrd; David M 1.50 63.09 L 07-11-2014 Byrd; David M 3.81 L 07-11-2014 Byrd; David M 15.78 L 07-19-2014 Byrd; David M 3.68 L 07-11-2014 Isom; ,ioseph N 33.92 L 07-11-2014 Isom; Joseph N 13.14 L 07-11-2014 Isom; Joseph N 3.07 L 07-11-2014 Isom; Joseph N 5.Od 212.00 L 07-11-2014 lsom; Joseph N 12.38 L 07-11-2Q14 lsom; Joseph N 53.Q0 L 07-11-2014 Markwick; David D .51 L 07-11-2014 Markwick; David D 4.91 L 07-11-2094 Markwick; David D 21.Q4 L 07-11-2014 Markwick; David D 13.46 L 07-11-2014 Markwicic; David D 2.00 84.12 L 07-19-2014 Markwick; David D 522 L 07-11-2014 Markwick; David D 1.22 L 07-11-2014 White;Travis K .15 L 07-i1-2414 White;Travis K .48 L 07-11-2014 White;Travis K 5.34 L 07-11-2014 White; Travis K 1.95 L 07-11-2014 White; Travis K 8.34 L 07-41-2014 White;Travis K 1.00 33.35 L 07-11-2014 White; Travis K 2.07 L 07-18-2014 Isom; Joseph N 5.00 212.00 L 07-1$-2014 Isom; Joseph N 3.67 L 07-18-2014 Isom; Joseph N 53.00 L �7-18-2014 Isom; Joseph N 13.14 Cost Entries by Job Stan Palmer Construction Inc 06-30-2815 Page 3 System Date: 06-30-2015 System Time: 2:43 pm 1403 Lower Wheaton Way Improvements Include Closed Jobs: No Acctg Cat Date Description Units Amount 1.01.0029 Bank Run Gravel for 7rench Bac L 07-18-2014 Isom; Joseph N 12.38 L 07-18-2014 Isom; Joseph N 33.92 L 07-18-2014 Clow; David E 10.67 L 07-18-2014 Clow; David E .40 L 07-18-2014 Clow; David E 2.00 66.70 L 07-18-2014 Cl.ow; David E 3.90 L 07-18-2014 Clow; David E ,97 L 07-18-2014 Clow; David E 16.68 L 07-18-2014 Clow; David E 4.14 L 07-18-2014 Britton; Dwain L 21.04 L 07-18-2014 Britton; Dwain L 4.92 L 07-18-2014 Britton; Dwain L 13.46 L 07-18-2014 Britton; Dwain L 2.OQ 84.12 L 07-18-2014 Britton; Dwain L �.21 L 07-18-2014 Britton; Dwain L �,22 L 07-18-2014 Stoner; Richard L g,p7 L 07-18-2014 Stoner; Richard L 20.83 L 07-18-2014 Stoner; Richard L �,gg L 07-18-2414 Stoner; Richard L 3.OQ 130.2d L 07-18-2014 Stoner; Richard L 7.60 L 07-18-2014 Stoner; Richard L 32.40 L 07-25-2014 Byrd; David M 7.82 L 07-25-2414 Byrd; David M 7.37 L 07-25-2Q14 Byrd; David M 1.83 L 07-25-2014 Byrd; David M 31.56 L 07-25-2014 Byrd; David M 11.37 L 07-25-2014 Byrd; David M 20.19 L 07-25-2Q14 Byrd; David M 3.00 126.18 L 07-25-2014 Groves; Chris W 4.14 L 07-25-2014 Groves; Chris W 10.67 L 07-25-2014 Groves; Chris W ' 3.90 L 07-25-2014 Groves; Chris W ,97 L 47-25-2014 Groves; Chris W 96.68 L 07-25-2014 Groves; Chris W 2.00 66.70 L 07-03-2014 Byrd; David M 31.56 L 07-03-2014 Byrd; David M 2p,�g L 07-03-2014 Byrd; David M 7.62 L 07-03-2014 Byrd; David M 7.37 L 07-03-2014 Byrd; David M 1.83 L 07-03-2014 Byrd; David M 7,82 L Q7-03-2014 Byrd; David M 3.Q0 126.18 L 07-Q3-2074 Byrd; David M 31.56 L 07-03-2014 Byrd; David M Zp,�g L 07-03-2094 Byrd; David M 7.63 L 07-03-2014 Byrd; David M 7.37 L 07-03-2094 Byrd; David M 1.83 L 07-03-2014 Byrd; David M 7.82 L 07-03-2014 Byrd; David M 3.00 126.18 Cost Entries by Job Stan Palmer Construction Inc 06-30-2015 Page 4 System Date: 06-30-2015 System Time: 2:43 pm 1403 Lower Wheaton Way Improvements Include Closed Jobs: No Acctg Cat Date Description Units Amount 1.01.0029 Bank Run Gravel for Trench Bac L Q7-03-2_014 Byrd; David M 21.04 L 07-03-2014 Byrd; David M 13.46 L 07-03-2014 Byrd; David M 5.09 L 07-03-2014 Byrd; David M 4.91 L 07-03-2014 Byrd; David M 1.22 L 07-03-2014 Byrd; David M 5.22 L 07-03-2014 Byrd; David M 2.04 84.12 L 07-03-2014 Groves; Chris W 1.50 40.50 L 07-03-2014 Groves; Chris W 12.50 225.00 L 07-03-2014 Groves; Chris W 15.50 L 07-03-2014 Groves; Chris W 16.46 L 47-03-2014 Groves; Chris W 28.40 L 07-03-2014 Groves; Chris W 42.48 L 07-03-2014 Groves; Chris W 3.85 L 07-11-2014 Rose; Christopher S 42.08 L 07-11-2014 Rose; Christopher S 27.77 L 07-11-2014 Rose; Christopher S 10.76 L 07-11-2014 Rose; Christopher S 2,52 L 07-11-2014 Rose; Christopher S 4.OQ 173.60 L 07-91-2014 Niarkwick; David D .25 L 07-11-2014 Markwick; David D 2,4$ L 07-11-2014 MarkwicEc; David D 10.52 L 07-91-2014 Markwick; David D 6.73 L 07-11-2014 Markwick; David D 1.00 42.06 L 07-1'l-2014 Markwick; David D 2.60 L 07-11-2014 Markwick; David D .69 L 06-20-2p14 Groves; Chris W 9.45 L 06-20-2014 Groves; Chris W 10.04 L 06-20-2014 Groves; Chris W 18.00 L Ofi-20-2014 Groves; Chris W 25.g2 L 06-20-2014 Groves; Chris W 2.34 L 06-20-2014 Groves; Chris W 9.00 162.00 L 06-27-20'f 4 Byrd; David M 13.04 L 06-27-2014 Byrd; David M 33.65 L 06-27-2014 Byrd; David M 12.71 L 06-27-2014 Byrd; David M 12.28 L 06-27-2014 Byrd; David M 3.05 L 06-27-2014 Byrd; David M 5.40 210.30 L 06-27-2d14 Byrd; David M 52.60 L 06-27-2014 Groves; Chris W .25 6.75 L 06-27-2014 Groves; Chris W 9.25 166,50 L 06-27-2014 Groves; Chris W 10.92 L 46-27-2014 Groves; Chris W 14.74 L 06-27-2014 Groves; Chris W 19.00 L Q6-27-2014 Groves; Chris W 27.72 ; I I Cost Entries by Job Stan Palmer Construction Inc 06-30-2015 Page 5 System Date: 06-30-2015 System Time: 2:43 pm 1403 Lower Wheaton Way Improvements Include Closed Jobs: IVo Acctg Cat Date Description Units Amount 1.01.0029 Bank Run Gravel for Trench Bac L 06-27-2014 Groves; Chris W 2.51 Labor Totaf 5,959.51* Bank Run Gravel for 7rench Bac Total 5,959.51' Primary Total 5,959.51* Lower Wheaton Way Improvements Total 5,959.51* Report Total 5,959.51* Cost Entries by Job Stan Palmer Construction Inc 06-30-2015 Page 1 System Date: 06-3U-2075 System Time: 2:44 pm 1403 Lower Wheaton Way Improvements Include Closed Jobs: No Acctg Cat Date Description Units Amount 1.01.0029 Bank Run Gravel for Trench Bac 0 06-20-2014 Groves; Chris W 16.25 836.Q6 O 06-20-2014 Groves; Chris W , 7.00 39.20 O 06-27-2014 Britton; Dwain L 4.00 O 07-03-2014 WhitFord; Daniel W 2.00 40.60 O 07-11-2014 Byrd; David M 1.50 30.45 O 07-03-2014 Isom; Joseph N 4.00 169.60 O 07-03-2014 Isom; Joseph N 5.50 233.20 O 07-03-2014 Bethke; John P 3.00 127.20 O 47-25-2d14 Byrd; David M 3.00 127.20 O 07-03-2014 Byrd; David M 1.00 71.05 O 07-03-2014 Byrd; David M 1.00 71.05 O 07-14-2014 Markwick; David D 2.00 142.10 O 07-18-2014 Britton; Dwain L 2.00 O 07-03-2014 lsom; Joseph N 1.00 O 07-11-2014 Britton; Dwain L 3.00 O 07-11-2014 Isom; Joseph N 1.00 0 07-11-2014 Isom; Joseph N 4.00 O 07-18-2014 Isom; Joseph N 5.00 O 06-20-2014 Groves; Chris W 9.00 463.05 O 06-27-2014 Groves; Chris W 2.00 1Q2.90 O 06-27-2014 Groves; Chris W 3.00 154.35 O 06-27-2014 Graves; Chris W 4.50 231.53 O 06-20-2014 Groves; Chris W 9.00 5d.40 O 06-27-2014 Groves; Chris W 2.00 11.20 O 06-27-2014 Groves; Chris W 3.00 16.80 O 46-27-2014 Groves; Chris W 4.50 25.20 O 06-27-2014 Byrd; David M 5.00 355.25 O 47-03-2014 Byrd; David M 3.00 213.15 O 07-03-2014 Byrd; David M 3.00 213.15 O 07-Q3-2014 Syrd; David M 2.00 142.10 O 07-11-2014 Rose; Christopher S 4.00 284.20 O 07-11-2014 Markwick; David D 1.00 71.05 Equipment Override Total 4,222.04* Bank Run Gravel for Trench Bac Total 4,222.04'` Primary Tota1 4,222.04� Lower Wheaton Way Improvements Total 4,222.04` Report Total 4,222.44* Cost Entries by Job Stan Palmer Construction Inc 06-30-2015 Page 1 System Date: 06-30-2015 System Time: 2:44 pm 1403 Lower Wheaton Way lmprovements Include Closed Jobs: No Acctg Cat Date Description Units Amount 1.04.0029 [iank Run Gravel for Trench Bac E 07-07-2014 1403 rental 9,430.89 Equipment Rental Total 1,430.89" Bank Run Gravel for Trench Bac Tota! 1,430.89* Primary Total 1,430.89�` Lower Wheaton Way Improvements Total 9,430.89* Report Total 1,430.89" Cost Entries by Job Stan Palmer Construction tnc 06-30-2015 Page 1 System Qate: 06-30-209 5 System Time: 2:46 pm 9403 Lower Wheafon Way Improvements Include Closed Jobs: No Acctg Cat Date Description Units Amount 1.01.0043 BanEc Run Gravel for Trench BF L 06-13-2014 Stoner; Richard L 5,37 L 06-13-2014 Stoner; Richard L 2.00 86,80 L 06-13-2014 Stoner, Richard L 5.06 L Q6-13-2094 Stoner; Richard L 21.20 L 06-13-2014 Stoner; Richard L 1.27 L 06-13-2o14 Stoner; Richard L 13.89 L 06-9 3-2014 Byrd; David M 2.04 84.12 L 06-13-2014 Byrd; david M 5.22 L 06-13-2014 Byrd; David M 1.22 L 06-13-2014 Byrd; David M 13.46 L 06-13-2014 Byrd; David M 5.09 L 06-13-2014 Byrd; David M 21.04 L 06-13-2014 Byrd; David M 4.91 L 06-13-2014 Stoner; Richard L ,Q1 L 06-13-2014 Stoner; Richard L .01 Labor 1'otal 268.67" Bank Run Gravel for Trench BF Total 268.67* Primary Total 268.67* Lower Wheaton Way Improvements Tota1 268.67* Report Total 268.67" I ; � Cost Entries by Job Stan Palmer Construction Inc Ofi-30-2015 Page 1 System Date: 06-30-2015 System Time: 2:45 pm 1403 Lower Wheaton Way Improvements Include Closed Jobs: No Acctg Cat Date Description Units Amount 1.01.0043 Bank Run Gravel for Trench BF O 46-13-2014 Stoner; Richard L 2.00 40.50 Equipment Override Total 40.50* Bank Run Gravel for 7rench BF Total 40.50" Primary Total 40.50" Lower Wheaton Way fmprovements Total 40.50* Report Totai 40.50* I � � � � , i , i i Cost Entries by Job Stan Palmer Construction Inc 06-30-2015 Page 1 System Date: 06-30-2015 System'fime: 2:45 pm 1403 Lower Wheaton Way Improvements Include Closed,lobs: No Acctg ' Cat DaEe Descrintion Units Amount 1.01.0043 Bank Run Gravel for Trench BF E 07-07-2014 1403 rental 260.18 Equipment Rental Total 260.18* Bank Run Gravel for Trench BF Total 26d.18* Primary Total 280.98* Lower Wheatan Way lmprovements Total 260.18* Reporf Total 260.18* Contract Number: 5397 Vendor: STAN PALMER CONSTRUCTION, INC. Subject: Lower Wheaton way Bridge-to-Bridge Trail Department: Engineering File Class: LEG 12-1 Begin Date: 5/23/2014 End Date: 1/31/2015 Review Date: 2/1/2015 Vault Date: 2016 Comments: CO #1 7/12/14; CO #2 12/8/14; CO #3 1/7/15 CITY OF BREMERTON , CHANGE ORDER CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: Lower Wheaton Way Bridge-to-Bridge Trail PROJECT NO: 4802 CONTRACTOR: Stan Palmer Construction, Inc. ORIGINAL CONTRACTAMOUNT: $3,440,192.94 DAYS: � 130 PREVIOUSLY APPROVED CHANGES: ($94,550.00) DAYS: THIS CHANGE: $37,558.51 DAYS: REVISED CONTRACT AMOUNT: $3,383,201.45 DAYS: 130 `. This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT o � CONTRACT CONTRACT TIME � � . AMOUNT AMOUNT EXTENSION °' °' ($) ($) (DAYS) � � , � � X 1. Modifications to Pav Item 18, "Planing Bituminous Pavement", square yard 1.1. Delete Pay Item 18 and replace with the following: ($43,750.00) 1.1.1. Pay Item 18a, "Planing Bituminous PavemenY', per square yard, at 12,500 square yard x$3.25 per square yard. This change is only in the measurement and payment of the item, all other requirements remain the same in accordance with Section 1- 10 of the Standard Specifications. Quantity shown is to be a maximum with City approval �: required to exceed quantity as noted. , $40,625.00 X 2. Modifications to Pav Item 19, "HMA CI '/z' PG 64-22". Ton 2.1. Delete Pay Item 19 and replace with the following: ($403,200.00) 2.1.1.Pay Item 19a, "HMA CI '/2' PG 64-22 with fiber", per ton at 1,700 tons x$112 per ton. This change is only in the measurement of the item, all other requirements remain the same in - accordance with Section 1-10 of the Standard � Specifications. Quantity shown is to be a maximum with City approval required to exceed quantity as noted. $190,400.00 2.1.2. Pay Item 19b, "Preleveling HMA CI '/2" PG 64- 22", per ton at 1,800 tons x$102 per ton. This change is only in the measurement of the item, all other requirements remain the same in accordance with Section 1-10 of the Standard Specifications. Quantity shown is to be a maximum with Cit a roval re uired to exceed CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: Lower Wheaton Way Bridge-to-Bridge Trail quantity as noted. $183,600.00 3. CIPP Sanitary Sewer and Lateral Lininq 3.1.Add Pay Item 110, "CIPP Sanitary Sewer and Lateral Lining", lump sum. This change is only in the measurement of the item, all other requirements remain the same in accordance with Section 1-10 of the Standard Specifications. The lump sum cost is $73,287.50 plus sales tax of$6,376.01. The total amount is to be a maximum with City approval required to exceed the total amount. $79,663.51 4. Credit on Light Standards 4.1.Add Pay Item 108a, "Credit on Light Standards", lump sum. This credit is for error in fabricating 25-foot pole instead of the specified 30-foot pole. The 25-foot pole at 150-foot spacing is certified by the supplier that it meets the RP8 Standard for Medium Collector. The credit amount is$200 x 37 poles. ($7,400.00) 5. Credit on Junction Boxes 5.1.Add Pay Item 108b, "Credit on Junction Boxes", lump sum. This credit is for replacing the Type 2 junction boxes with the Type 1. The credit amount is $70 x 34 boxes. ($2,380.00) NET CHANGE IN CONTRACT AMOUNT $37,558.51 INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completiar� of ihe entire work due to said G��ange �rder. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. Page 2 of 3 CONTRACT CHANGE ORDER NO: 2 PROJECT NAME: Lower Wheaton Way Bridge-to-Bridge Trail The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. CONTRACTOR A roved: DATE: ���/� PROJECT MANAGER Recommended: DATE: 1 � CITY ENGINEER Council action is required as project cost will exceed approved budget. ❑ Yes ❑ No Council action is required as change exceeds Mayors authority per BMC 2.76.110. ❑ Yes ❑ No Recommended: ��//� � DATE: DIRECTOR OF PUBLIC WORKS AND UTILITIES Recommended: � DATE: MAYOR A roved: � DATE: �,Z' � ' APPROVED AS TO FOR ATTEST: � � Bremerton Cit Att rney City Clerk Page 3 of 3 . CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO: 3 PROJECT NAME: Lower Wheaton Way Bridge-to-Bridge Trail PROJECT NO: 4802 CONTRACTOR: Stan Palmer Construction, Inc. ORIGINAL CONTRACT AMOUNT: $3,440,192.94 DAYS: 130 PREVIOUSLY APPROVED CHANGES: ($56,991.49) DAYS: THIS CHANGE: $24,298.51 DAYS: 4 REVISED CONTRACT AMOUNT: $3,407,499.96 DAYS: 134 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. DESCRIPTION OF CHANGES INCREASE IN (DECREASE)IN CONTRACT o � CONTRACT CONTRACT TIME � � AMOUNT AMOUNT EXTENSION � � ($) ($) (DAYS) � � � � X 1. Revised Proposed RealiQnment of E 18�h Street 1.1. Add Pay Item 111, "E 18`h Street Revised Realignment"per lump sum. This change was due to an existing Century Link vault that was buried shallow and location was not provided by Century Link during the design stage. Century Link will reimburse the City of the additional cost incurred for the revision of the realignment of E 18`h Street. This change is only in the measurement and payment of the item, all other requirements remain the same in accordance with Section 1-10 of the Standard Specifications. Quantity shown is to be a maximum with City approval required to exceed quantity as noted. $24,298.51 4 NET CHANGE IN CONTRACT AMOUNT $24,298.51 � INCREASE OR(DECREASE) � Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understood that this Change Order shall be effective when approved by the City of Bremerton. CONTRACT CHANGE ORDER NO: 3 PROJECT NAME: Lower Wheaton Way Bridge-to-Bridge Trail The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. CONTRACTOR A roved: - DATE: � � �i� � PROJECT MAN GE Recommended: DATE: � CITY ENGINEER Council action is required as project cost will exceed approved budget. ❑ Yes� No Council action is required as c nge exceeds Mayors authority per BMC 2.76.1 0. ❑ Yes �(No Recommended: DATE: j� ��2/ � � DIRECTOR O PUBLI ORKS AND UTILITIES � Recommend . DATE: ra�/a� r MAYOR � : �� �� � A roved: DATE APPROVED AS FORM: ATTES . � — Bremerton ttorney City Clerk I R�CE���D DEC 1 � 2014 Page 2 of 2 ENGINEERING DIVISION Contract Number: Vendor: Subject: Department: File Class: Begin Date: End Date: Review Date: Vault Date: 5397 STAN PALMER CONSTRUCTION, INC. �ower Wheaton Way Bridge-to-Bridge Trail Engineering LEG 12-1 5/23/2014 9J30J2014 11/1/2014 2015 Comments: CO #1 7/12/14 CITY OF BREMERTON CHANGE ORDER PROJECT NAME CONTRACT CHANGE ORDER NO: 1 Lower Wheaton Way Bridge-to-Bridge Trail � PROJECT NO: 4802 ORIGINAL CONTRACT AMOUNT: PREVIOUSLY APPROVED CHANGES: THIS CHANGE: REVISED CONTRACT AMOUNT: CONTRACTOR: Stan Palmer Construction, Inc. 00 DAYS: 130 ($94,550.00) DAYS: $3,345,642.94 DAYS: 130 This Change Order covers changes to the subject contract as described herein. The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items. The increase or decrease in contract price shown below includes any applicable taxes. o � � � a� a� > > � � X DESCRIPTION OF CHANGES 1. Modifications to Pav Item 6, "Proiect Temporarv Traffic Control", lump sum 1.1. Delete Pay Item 6 and replace with the following: 1.1.1. Pay Item 6a, "Flagger", per hour, at 1,450 hours x$55 per hour. This change is only in the measurement and payment of the item, all other requirements remain the same in accordance with Section 1-10 of the Standard Specifications. Hours shown are to be a maximum with City approval required to exceed hours as noted. 1.1.2. Pay Item 6b, "Temporary Traffic Control", lump sum. This item is for Class B Construction Signs, 2 Class A Construction Signs (End Road Work), Channelization Devices, Protective Vehicle and all other equipment, labor and materials needed to complete the project. X 2. Modifications to Pav Item 5, "Traffic Control Supervisor". lump sum 2.1. Replace Pay Item 5 with "Traffic Control Supervisor", per hour at 520 hours x$60 per hour for a total cost of $31,200. This change is only in the measurement of the item, all other requirements remain the same in accordance with Section 1-10 of the Standard Specifications. Hours shown are to be a maximum with City approval required to exceed hours as noted. $3,440,192.94 DAYS: INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME AMOUNT AMOUNT EXl"ENSION ($) ($) (DAYS) ($125,000.00) $79, 750.00 $10, 000.00 ($13,800.00) X I 3. Modifications to Pay Item 108, "Streetlight Svstem, Com�lete". lumo sum CONTRACT CHANGE ORDER NO: � PROJECT NAME: Lower Wheaton Way Bridge-to-Bridge Trail 3.1. Reduce the number of light standards to 37. ($8,200.00) 3.2. Replace the double head luminaire head to a single head over the roadway. ($42,800.00) 3.3. Replace the proposed rigid galvanized conduit with Schedule 80 PVC, except the sweeps and above ground runs. ($6,500.00) 3.4. Add telecell control,,dimming modules, and one base station. $12,000.00 NET CHANGE IN CONTRACT AMOUNT $101,750.00 ($196,300.00) INCREASE OR (DECREASE) Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, includin�, without limitation, claims related to contract time, on-site or home office overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for past pertormance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous costs relating to the c:hange in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order. This document will become a supplement of the contract and all provisions will apply hereto. It is understoocl that this Change Order shall be effective when approved by the City of Bremerton. The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change. CONTRACTOR Approved: PROJECT MANAGER �i;/ pL DATE: F� Recommended: �"''�-� DATE: �I 12� CITY ENGINEER Council action is required as project cost will exceed approved budget. ❑ Yes,'�I, No Council action is required as change exceeds Mayors authority per BMC 2.76.110. ❑ Yes J�.No Recommended: DATE: � /�1// DIRECTOR OF P WORKS AND UTILITIES Recommended: MAYOR � APPROVED AS TO B�emerton City Page 2 of 2 � : . � DATE: DATE: l, �� �I/ I � City Clerk Routing Memo Date: June 24, 2014 Description: Change Order 1 for Lower Wheaton Way Bridge-to-Bridge Trail Project — Changes to institute some cost savings to the Contract. Action Requested: Approve and sign. Originator: Ed Aban Coordination / Approval / Recommendation: City Engineer: Public Works Director: Recommended Initials 7 ��� Recommended Initials/date �� 1 � �� City Attorney (if applicable): Recommended Mayor: Approval ignature City Clerk: � For Filing 1!(p/�l� Initials/date 1D 1� When complete: Please email a copy of the signed original to Engineering ATTENTION / Kathy Kelleigh for our files. We will forward to the Contractor. Public Works & Utilities � 100 Oyster Bay Ave. N., Bremerton, WA 98312 * Phone (360) 473-5315 * Fax (360) 473-5018 �;� ��- 53 9J �/� AGENDA BILL CITY OF BREMERTON CITY COUNCIL SUBJECT: Contract award to Stan Palmer � _Construction fo� construction of fhe Lower � VVheaton UVay Bridge to Bridge Urban Trail Project � Study Session Date: COUNCIL MEETING Date: Department: Presenter: Phone: April 23, 2014 May 7, 2014 PWB�U Martin 473-5758 SUMMARY: The Lower Wheaton Way project constructs nearly a mile of the City's bridge to bridge trail in East Bremerton. The project is multi-faceted, and includes an overlay of the entire roadway, reconstruction of the intersections at Marlow and Winfield Avenues, elimination of the traffic signals at Lebo Blvd, and construction of new sidewalks on both sides of the street. The most prominent project feature is the 10-ft wide sidewalk on the water-side of the street. In total, the City is leveraging over $2.1 M in grant funds from the State Transportation Improvement Board using approximately $500,000 from City funds, of which $250,000 are from the Transportation Benefit District. In addition, utility funds are included for replacement of utilities within the project area. The City advertised the project on April 1 st and received 4 bids on April 22nd. The apparent low, responsive, responsible bidder was Stan Palmer Construction for $3,440,192.94, including sales tax. ATTACHMENTS: 1) Agreement; 2) Bid Tabulation; 3) "Cost Saving / Revenue Proposal" FISCAL IMPACTS (Include Budgeted Amount): The low bid on this project is higher than estimated and, with the associated additional administrative and contingency increases, results in a total project funding shortfall of $507,770, of which $318,445 is associated with the street component of the project. See attached proposal for bridging this difference. STUDY SESSION AGENDA: ❑ No Presentation � Full Presentation STU[DY SESSION ACTION: ❑ Consent Agenda � General Business ❑ Public Hearing RECOMMENDED MOTION: Move to approve the bid for cor�struction of the Lower Wheaton Way Project and authorize the Mayor to finalize and execute the agreement with Stan Palmer Construction, in the amount of $3,440,192.94, with substantially the same terms and conditions as presented. COUNCBL ACTION: dApprove ❑ Deny ❑ Table ❑ Continue ❑ No Action Form Updated 01/25/13 .; THIS AGREEMENT is entered (hereinafter called the Owner) (hereinafter called the Contractor). AGREEMENT into by and between the CITY OF BREMERTON and STAN PALMER CONSTRUCTION, INC. The Owner and the Contractor agree as follows: ARTICLE 1. WORK. Lower Wheaton Way Improvements provides for the rehabilitation of Lower Wheaton Way from near the Manette Bridge to near Lebo Boulevard, a project length of approximately 4,900 feet. The work shall include, but is not specifically limited to, clearing and grubbing, grading, storm drainage improvements, water system adjustments, sanitary sewer system improvements, retaining walls, pavement planning, asphalt overlay, cement concrete curb and gutter, concrete sidewalk, signing, pavement marking, street lighting, traffic control, and other related items of work. ARTICLE 2. CONTRACT TIME. The Contractor shall substantially complete the Work required by the Contract within 108 working days (the Substantial Completion Date) and physically complete the Work within 130 working days (the Physical Completion Date). ARTICLE 3. LIQUIDATED DAMAGES. The Owner and the Contractor recognize that time is of the essence and that the Owner will suffer financial loss if the Work is not completed within the time, plus any extensions thereof, allowed in accordance with the Contract. They also recognize the inconvenience, expense, and difficulties involved in a legal proceeding to prove the actual loss suffered by the Owner if the Work is not completed within the time allowed in the Contract. Accordingly, the Owner and the Contractor agree that as liquidated damages for delay, and not as a penalty, the Contractor shall pay the Owner ($0.00) per day for each working day beyond the Substantial Completion Date that the Contractor achieves substantial completion of the Work and ($1,500.00) for each working day beyond the Physical Completion Date that the Contractor achieves physical completion of the Work. ARTICLE 4. CONTRACT PRICE. The Owner shall pay the Contractor the amount(s) set forth in the Proposal (in United States dollars) for completion of the Work in accordance with the Contract. A-1 . AGREEMENT — Continued ARTICLE 5. CONTRACT. The Contract, which comprises the entire agreement between the Owner and the Contractor concerning the Work, consists of the following: • 'This Agreement; • The Call for Bids; • The Contractor's Proposal including the bid, bid schedule(s), information required of bidder, Proposal bond, and all required certificates and affidavits; • The performance bond and the labor and material payment bond; • The Contract Provisions, including 2014 WSDOT Standard Specification as referenced; • The Plans (or drawings) consisting of 52 sheets, as listed in the index on sheet 1 of the Plans; � Addenda numbers 2, inclusive; and • Change Orders issued after the effective date of this Agreement. There are no Contract Documents other than those listed in this Article 5. The Contract may be amended only in writing by Change Order as provided in the Contract. ARTICLE 6. MISCELLANEOUS. The Contractor specifically waives any immunity granted under the State Industrial Insurance Law, R�µW Title 51, which is specifically acknowledged by the Contractor. /f (Contractor's initials) The Contractor shall not assign any rights under or interests in the Contract, including but not limited to rights to payment, without the prior written consent of the Owner. Unless specifically stated in a written consent to an assignment, no assignment will release or discharge the Contractor-assignor from any duty or responsibility under the Contract. The Contract is binding upon the Owner and the Contractor, and their respective partners, successors, assigns and legal representatives. IN WITNESS WHEREOF, Owner and Contractor have caused this Agreement to be executed the day and year first above written. A-2 AGREEMENT — Continued CITY OF BREMERTON B G%��E�� Date �� J� "' ``T' Approved as to form: BREM�RTON CITY ATTORNEY B!! - S s+. CONTRACTOR License No. S % ' /� �— � ����� By Title �Y1 1 U � I/' � ��S �� �-�- Attes S�'e`'��`1 Name and Address for giving notices (print) � � � / l� � �r. �`y� LC�/'1 �SY� C�l�l� �i2 G � �U�' �S� d4�r �c�v�� o���ii �� l GC�Q �'�3� z A-3 LOWER WHEATON WAY IMPROVEMENTS (BRIDGE TO BRIDGE TR.AIL) PROPOSAL City of Bremerton 345 6�' Street, Suite 600 Bremerton, Washington 98337 The undersigned has examined the Work site(s), local conditions, the Contract, and all applicable laws and regulations covering the Work. The following unit and lump sum prices aze tendered as an offer to perform the Work in accordance with all of the requirements set forth in the Contract and all applicable laws and regulations. As required by the Contract, a certified check, bank draft, cashier's check or Proposal bond made payable to the Owner is attached hereto. If this Proposal is accepted and the undersigned fail(s) or refuse(s) to enter into a contract and furnish the required performance bond, labor and material payment bond, special guarantee bonds (if required), required insurance and all other required documentation, the undersigned will forfeit to the Owner an amount equal to five percent of the amount bid. After the date and hour set for submitting the Proposals, no bidder may withdraw its Proposal, unless the Award of the contract is delayed for a period exceeding 60 consecutive calendar days. The undersigned agrees that in the event it is Awarded the contract for the Work, it sha(1 employ only Contractors and Subcontractors that are duly licensed by the State of Washington and remain so at all times they are in any way involved with the Work. The undersigned agrees that the Owner reserves the right to reject any or all Proposals and to waive any minor irregularities and informalities in any Proposal. The Contracting Agency reserves the right to award the Contract to the lowest, qualified, responsive bid tendered, as it best serves the interest of the Contracting Agency. P-1 , ' PROPOSAL - Continued NO. ITEM 1. SPCC Plan (1-07.15(1)) 2. Minor Changes (S.P. 1-04.4(1)) 3. Roadway Surveying (S.P.1-05.4) 4. Mobilization, Cleanup, and Demobili�ation (S.P. 1-09.� 5. Traffic Control Supervisor (I-10.5(3)) 6: Project Temporary Traffic Control (1-10.5(3)) x. Clearing and Grubbing (S.P. Z-01.5) 8. Remova[ of Structiue and Obstruction (S.P. 2-02.5) 9. Excavation, Backfill, Compactioq and Grading for Roadway, Incl. Haul (S.P. 2-03.5) 10. Unsuitable Foundation Excavation, Incl. Haul (S.P. 2-03.5) 11. Gravel Bomow,lncl. Haul (S.P. 2-03.5) 12• Locate Existing Utilities (S.P. 2-09.5) 13. Controlled Density Fill (S.P. 2-09.5) 14. Gravel Backfill for Walls (S.P. 2-09.5) I QUANTITY 1 LS� 1 CALC . 1 LS � UN1T PRICE AMO $ �'S�D. CZ7 $ 0'1�1� °` $50,000.00 $50,000.00 $�► (�l7 • �° $ �, ODD• °° 1 LS $ ��i�• $ �3�i0�. �o - I � Ls � $ �JiGYJO $ �, a�0 ✓ I 1 LS j $ �o�CJ, �.r� $ � o 75�or.1�. � 1 LS � $ °�� GY�O $ � � 1 LS � 3,700 CY $ L.�p,pQ�• � $ t.�.p,00 �/ `'.° ' $ �� � $ 100 CY � $ �� �� $ �i�� � I 2,5$0 TN I $ �� $ 1.3a! �� � 1 LS I 10 CY 15 'IN I P-2 $'�" ,000•� � 3a,000.� $ ��� $��� u $ 02 �' $ �.20 0 PROPOSAL - Continued N�. IT'EM 15. Ctvshed Surfacing Top Course (S.P. 4-04.5) 16. Crushed Surfacing Base Course (S.P. 4-04.5) 17. Permeable Ballast (S.P. 4-04.5) QUANTITY � UNIT PRICE AMOUNT 4,610 TN $ $ ) 1 350 , � 0 $�. 880 TN $ �`� � $ �.Ju�� o 20 TN � °� °� $ ��D °` $ �� �� $ ��/ `�� a• �}403, 200 . � $ �I �P . 0 � $ � , �- l �p0 �~ o �- $/ �,oDa 18. Planing Bituminous Pavement 12,500 SY (S.P. 5-04.5) 19. HMA Cl. 1/2" PG 64-22 4,200 'I'N (S.P. 5-44.5) 20. Temporary HMA (S.P. 5-04.5) 100 TN STORM MAIN — SCHLEY TO CANIPBELL 21. Crushed Swfacing Top Course (S.P. 4-04.5) 22. �Il�1t4 Cl. 1/2n PCJ 6'4-22 (S.P. 5-04.5) 23. CPEP Storm Sewer Pipe, 24 In. Diam. (Incl. Bedding) (S.P. 7-04.5) 24. CPEP Storm Sewer Pipe, 30 In. n,�. ��i. B�aa�� (S.P. 7-04.5) 25. Catch Basin, Type 2, 48 In. Diam. (S.P. 7-05.5) 26. Catch Basin, Type 2, 60 In. Diam. (S.P. 7-05.5) 27. Itemoval of Unsuitable Material (Trench) (S.P. 7-08.5) 28. Trench Excavation Safety Systems (S.P. 7-08.5) 29. Bank Run Gravel for Trench Bacld'ill (S.P. 7-08.5) 620 TN S �cSG � $ L/j � 7U b � /002� 7�, �r�o � �oo �v $ �`' � 940 LF 680 LF $ 4�� $ �� !�� $ /3C��` � �"��v` 4 EA $� l70C� � $ O/ �d� o a � 3 �, $ ��v0 $ �a 22Q CY 1 LS 7,420 TN P-3 $ �� � $ y �jl(�� a $ /'�oD °` $ /Of,� � $ �.tp.00 $ l°�2 t�� PROPOSAL - Cont�m�aed NO. ITEM STORM WORK — ST'REET PRO,UECT 30. PVC Drain Pipe, 6 in. Diam. (Incl. Bedding) (S.P. 7-01.5) 31. Ductile Iron Storm Sewer Pipe, 8 In. Diam. (Incl. Bedding) (S.P. 7-04.5) 32. CPEP Storm Sewer Pipe, 8 In. Diam. (Incl. Bedding) (S.P. 7-04.5) 33. CPEP Storm 5ewer Pipe, 12 In. Diam. (Inct. Bedding) (S.P. 7-04.5) 34. 6-3/4Inch Slot Drain (S.P. 7-04.5) 35. Catch Basin, Type 1 (S.P. 7-05.5) 36. Concrete Inlet (S.P. 7-05.5) 37. Adjust Catch Basin (S.P. 7-05.5} 38. Adjust Storm Manhole New Ring and Decorative Lid (S.P. 7-05.5) 39. Adjust Storm NZenhole New Ring end Pamrex Lid (S.P. 7-05.5) 40. Non-Staadard Catch Basin (S.P. 7-OS.S) 41. Removal of Unsuitable Material (Trench) (S.P. 7-08.5) OUANTTTY 70 LF SO LF 554 LF UMT FRICE AMOUNT $ °SSC33 `� $ ��0 ` a� , , , � ` , l c $ � $ � (� ,� �� Q /- Q � i ' $ eLJ�(oV 490 LF $ �� $� � � !'ID `� 5/, DOD 300 LF $ � � � 37 EA $ ��(�Q � $� 7�� 6 2 EA $ � $� 17 EA $ 7� � $—��,� 2 EA 8 EA 2 EA 20 CY $ DO � � � 00 � $ ��� $ ��OG� $ ���U � �i �� � a s �3"� $ `��_ P-4 PROPOSAL - Continned NO. ITEM 42. Trench Excavation Safety Systems (S.P. 7-08.5) 43. Bank Run Gravel for Trench Bacl�ill (S.P. 7-08.5) SANITARY 44. Crushed Surfacing Top Course for Trench Bacl�ill (S.P. 4-04.5) 45. HIVIA Cl. l/2" PG 64-22 (S.P. 5-04.5) 46. Trench Excavadoa Safety Systems (S.P. 7-08.5) 47. Baak Run Gravel for Trench BackfiIl (S.P. 7-08.5) 48. PVC SDR 35 Sanitary Sewer Pipe, 8 In. Diam. (Incl. Bedding) (S.P. 7-17.5) 49. PVC Side Sewer Pipe, 4 In. Diam. (Incl. Bedding) (S.P. 7-18.5) 50. PVC Side Sewer Pipe, 6 In. Diam. (Incl. Bedding) (S.P. 7-18.5) 51. Sewer Cleanout (S.P. 7-19.5) 52. Bilateral Sewer Cleanout (S.P. 7-19.5) 53. Side Sewer CIPP, 4 In. Diam. (S.P. 7-20.5) 54. Side Sewer CIPP, 6 In. Diam. (S.P. 7-20.5) OUANTTTY UNIT PRICE AMOUNT � �.s � /iDl'J''D °e ' � J� 490 TN � ,,� � $ � 6� / ��j/� � 40 1N $ � $_�L�.:'°L�v �� ,�-. IS TN $ $ I�QIJ 1 LS 30 TN 30 LF 50 LF 50 LF $ �d � $._� $ � � $ �/D Gv � $ � me $ /�.� e- $ � � J /} a / $ ol/� $ ° �0 � $ o�i �� � 4 EA $ COvO a $ � � � 4 EA $ ('� � $ �d� � 28 EA 19 EA P-5 s � � �I� • °° $ I ► 2a� -°° $� ���. aa $ C�' t 100 .oa PROPOSAL - Continaed NO. ITEM 55. Temporary Sewage Pumping (S.P. 7-21.� ' 56. Adjust Sewer Manhole 1Vew Ring and Standard Lid (S.P. 7-05.5) 57. Adjust Sewer ManhoIe New Ring and Pamrex Lid (S.P. 7-05.5) 58. Non-Standard Manhole (S.P. 7-05.5) 59. Adjust Side Sewer Cleanout (S.P. 7-05.5) NIISCELLANEOU3 60. Adjust Gas Vault , 61. Adjust Electrical i/ault 62. Adjust Telephone Manhole 63. Adjust Valve Box (S.P. 7-12.5) 64. Fire Hydrant Assembly (S.P. 7-14.5) 65. New Meter Box (S.P. 7-14.5) 66. Adjust Meter Box (S.P. 7-15.5) 67. Relocate Meter Box (S.P. 7-15.5) 68. Abandon Meter Box (S.P. 7-15.5) . 69. Erosion/Water Pollution Conh+ol (S.P. �-01.5) 70. Seeding, Fertilizing, and Mulching (S.P. 8-01.5) QUANTITY 1 LS 17 EA 15 EA 10 EA 18 EA 2 EA 2 EA 4 EA 32 EA 8 EA ilNIT �RICE AMOUNT $� O� 000 - o° $ f�, �p_°° 0 $ ��D � � �i� s ��� $ 9��� � � �:OD � $ � DOU � $ �D� $u,'�G�� $ �C� � $ 4 � $ � � $ �� � $ d � $�o $ �.� � $ DOUR $ ��'DC7� � �3�,42C�0 ° 53 EA $ � $ l��o�J� (J 4 4 EA $ /l� a $ �� a 1 EA $ a ��� $ 01� 4 EA g G��� $v7�a 1 LS 2�lOQ SY P-6 $ � � i 0� • po $ � 000 • cio $ � . oo $ �- � I 00 .o° PROPOSAL - Continued NO. ITEM 71. Topsoil, Type A(S.P. 8-02.5) 72. Bark or Wood Chip Mulch (S.P. 8-02.5} 73. PSIPE Spanish Fir (Abies Pinsapo) (8 to 10 Feet Height) (S.P. 8-02.5) 74. PSIPE Persion Ironwood (Pamotia Persica, "Vanessa") (3- Inch Cal.) (S.P. 8-02.5) 75. PSIPE Japanese Hornbeam (Carpinus japonica) (2.5-Inch Cal.) (S.P. 8-02.5) 76. PSIPE Paperbark Maple (Acer griseum) (2.s-Inch Cal.) (S.P. 8-02.5) 77. PSIPE Columnat Hombeam (CarPinus Betulus, "Ftans Fontaine") 2.5-Inch Cal.) (S.P. 802.5) 78. Cement Conc. Traff�ic Curb and Gutter (S.P. 8-04.5) 79. Extruded Cement Concrete Curb (S.P. 8-04.5) 80. Cement Concrete Driveway Entrance (S.P. 8-06.5} 8 i. Cement Concrete Driveway Repair (S.P. 8-06.5) 82. Precast Dual Faced Traffic Barrier (5-07.5) 83. Precast Concrete Bumper Curb (S.P. 8-07.5) QUANTITY UNIT PRICE AMOUNT 304 CY $ 3 �'� $ 1�� � 100 CY $ �a • �° $ � r � , � [���►,•1 5 EA 7 EA 3 EA F� �T:1 $ 375.� $ t►la�• � $ �o - °`� $ �., ,�j� D zoo $ �ja25� °° $ �,�75• "° $ 3a5• � $ 7� 5• �° � �a5•°� � �, �a5. � 10,600 LF $ � S i� �, a�� a 150 LF $ �� $� � �/ � ���-'ry � 1,050 SY $ � 7 $ � �/� 50 SY $ �.J � $ �r ` � � �� �---� � 250 LF $ �O $ �J � C�W 1 �y� �° 50 EA $ � $ ��� P-7 1 PROPOSAL - Contina�ed N..�( . ITEM 84. Chain Link Fence, Type 6 Modified (4 Foot) w/Vinyl Coating (S.P. 5-12.5) 85. Adjust Monument New Case and Cover (S.P. 8-13.5) 86. Cement Conc. Sidewalk (S.P. 8-14.5) 87. Monolithic Cement Conc. Curb and Sidewalk (S.P. 8-14.5) 88. Pervious Cement Conc. Sidewalk (S.P. 5-06.5) 89. Cement Conc. Sidewalk Ramp (S.P. 8-14.5) 90. Cement Conc. Stairs Location A (S.P. 6-02.5) 91. Cement Conc. Stairs Location B (S.P. 6-02.5) 9Z. Cement Conc. Stairs Location C (S.P. 6-02.5) 93. Cement Conc. Stairs Location D (S.P. 6-02.5) 94. Cement Conc. Pad for Bus Shelter (S.P. 8-14.5) 95. Mailbox Support, Type 1 (S.P. 8-I8.5) 96. Permaaent Signing (S.P. �-21.5) 97. Reised Pavement Marker, Type 1(8-09.5) 98. Reised Pavemeat Nlarker, Type 2 (8-09.5) 99. Painted Wide Line (8-22.5) QUANTTTY 400 LF UMT PRICE AMOUNT $ o� � $ //, �o� �' � � 5 EA $ �� $ �/ �vc� c 7,250 SY $ oC �" $ �03 ' 0 � c 33� , � 350 SY $ � $ I���� 65 SY $ $ � " m � 29 EA $ � $ 4 � 1 LS $ `� �Q $ 1 LS $_��� . $ �� 7 � ` 1 LS $ �/ �7 � 6 $ �/ �� � �,� � 1 LS $ ' p $ � j �W 35 SY $�� $ � � 2 EA $ ��� � $ �a p a 1 LS $ �i',l�C�I $ �S�f�C�" � 18.72 H[]ND $ � $� �� !� � 4.6� HUND $ � �(J � $ � ��� � 9,030 LF $ � 1� $ ��� P-� � PROPOSAL - Continaed T�O. I'I'EM 4UANTiTY 220 LF 880 SF" 2 EA 28 EA 3 EA 150 SF 1 LS 1 LS 1 L5 1 LS LJNIT PRICE $ � � $ �y � 0 $ � � $ 'D � AMOUNT g c�', o20D � $ y �� � l � � $ s � /�4 `� 100. Plastic Stop Line (8-?2.5) 101. Plastic Crosswalk Line (8-22.5) 102. Plastic Traffic Arrow (8-22.5) 103. Painted Bicycle Laae Symbol (8-22.5) 1�. Plastic Shared Lane Marking (8- 22.5) 105. Rock Wall (S.P. 8-24.5) 106. Project Documentation (S.P. 8) l 07. Rectangular Rapid Flashing Beacons Signal System Complete (S.P. 8-20.5) 108. Stree�tlight System, Comptete (S.P. 8 20.5) l 09. Lebo Boulevard Tra�ffic Signal Modifications, Complete (S.P. 8-20.5) $ � o� $ V 7' � $,��.� $ 1����� � $ �-13, cxn. °° $d2(P► Gbp $ � � $ �� � $ ���`� $ 1�►�•° � � � 3,000 � $ �(P ► vc� . 9 O s�bco�� :.......................................................................................................$ i3�3 • � Washington 5tate Sales Tax (8.?%) 1'n (Schley to Campbel! — Bid Items 21 to 29) :.................................................$ �I 1 TI a• o�' Washington State Sales Tax (8.7%) (Sanitary Improvements— Bid Items 44 to 59) :...........................................� a�.► 35� .1 TOTAL CONSTRUCTION COST :...................................... ........... $ 3� y ► I��. y" Note: A bid must be received on all items. P-9 PROPOSAL - Continued ALTERNATES TO BID ITEMS Bidders shall use this page to submit proposals on any alternate types of equipment or materials that bidders recommend the Owner consider using. Contract Award wi[1 be made on the basis of equipment and materials that are specified. After Award, the Owner may consider any proposal alternates that, in the opinion of the Ovmer, will be equivalent to or better than the item specified and/or used as the basis of contract Award. The Owner shall have complete discretion on whether to use any altemates, and the Owner's decision shall not be subject to challenge. P-10 CI Y UF BREM 1\T ICBTSAI' COLJNTiI WASE�ING'TON � � � , r � � �•�i�i i , � ' , ' � � , ' , i � ;� ��!r � � ; � `� . TIB PIl20J�CT NO. 8-2-152(025)-�fl CI�'Y PI20JECT NO. 4�02 � `2-S� G&O #Il3549 1VIARCH 2O14 "O� �'�� � . ��. �� - � � ��� . � . • ' ' ' , , , ' ' , , ' , ' ' NOTICE INVITING BIDS FOR LOWER WHEATON WAY IMPROVEMENTS (BRIDGE TO BRIDGE TRAIL) RECEIPT OF BIDS: Sealed Bids will be received at the oflice of the City Clerk of the City of Bremerton, located at 345 6`" Street, f3remerton, Washington 98337 until 10:00 A.M. PST as shown on the wall clock inside the City Clerk's oftice on April 21, 2014, for the project Lower Wheaton Way Improvements. Bids received after the specified time and date will not be considered. OPENING OF E3IDS: The bids will be publicly opened and read after 10:00 AM on April 21, 2014, in the of7ice ofthe City Clerk at 345 6` Street, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be completed within one hundred and thirty (130) working days after thc commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: Lower Wheaton Way Improvements provides for the rehabilitation of Lower Wheaton Way from the Manctte Bridge to Lebo Boulevard, a project length of approximately 4,900 teet. The work shall include, but is not specifically limited to, clearing and grubbing, grading, storm drainage improvements, water system adjustments, sanitary sewcr system improvements, retaining walls, pavement planing, asphalt overlay, cement concrete curb and gutter, concrete sidewalk, signing, pavement marking, street lighting, traffic control, and other related items of work. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on printer ARC (formerly known as Reprographics Northwest) websitc ( www.e- arc.com). Go to I�ttp:i!tiv������.e-arc.com/locations/219, click on the `Public Planroom' tab and scroll down to find the project. PURCHASING CONTRACT DOCUMENTS: Thc Contract Documents may be ordered from ARC. Payment is typically cosl of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: 1(800) 337-8103; FAX (253) 272-4064; E-mail: tacoma.biclservices(�i�.e-arc.com. t PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: LOWFR WHEATON WAY IMPROVEMENTS. � ' � ' BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, cerlifiied check, cashier's check, or surety bond in an amount equal to tive percent (5%) oi' the amount oi' such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. : PERFORMANCE BOND: The successful bidder will also be required to providc a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specitications, the bid proposal deposit shall be forfeited to the City of [3remerton. PROJECT COMMUNICATION: All communications rclated to thc project shall be directed to the City prior to opening of 6ids: Communication b�phone/fax: Gunnar Fridriksson Telephone: (360) 473-2354 Facsimilc: (360) 473-5398 Communication by mail: Department of Public Works and Utilitics Engineering Division 3027 Olympus Drive Bremerton, WA 98310 ATTN: Gunnar Fridriksson C[TY'S RIGHTS RESERVED: The City of Brcmerton reserves the right to reject any and al) bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsiblc bidder and shall be the sole judge thereof. No plea of mistakc in the bid shall be available to the bidder for the recovery ofi his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Financing of the Project has been provided by City of Bremerton, Washington and the Washington State Transportation Improvement Board. - END OF NOTICE INVITING BIDS - CB-2 1 ' ' , , � � � , ' 1 ' ' , , , � ' � CONTRACT YROVISIONS TABLE OF CONTENTS CITY OF BREMERTON LOWER WHEA1 ON WAY IMPROVEMENTS (BRIDGE TO BIiID(�N: TRAIL) PAGE NO. NOTICE INVITING BIDS PART l. BID DOCUMENTS BIDDER' S CHECKLIST ........................................................................... BC-1 PROPOSAL....................................................................................... P-1 - P-15 PROPOSALBOND .................................................................................... PB-1 PART 2. A(�NEEM�NT ANI) BONDS AGREEMENT.................................................................................... A-1 - A-3 PERFORMANCE BOND ..............................................................................B-1 PUBLIC WORKS PAYMENT BOND .........................................................B-2 PART 3. SPECIAL PROV1SiONS D[VISION 1- GENERAL REQUIREMENTS ..............................1-1 TO I-63 -� � DIVISION 2- EARTHWORK ......................................................2-1 TO 2-12 DNISION 3- AGGREGATE PRODUCTION AND ACCEPTANCE.................................................................... 3- l D1VISION 4- BASES .................................................................................. 4-1 DIVISION 5- SURFACE TREATMENTS AND PAVEMENTS ........................................................5- I TO 5-30 DNISION 7- DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS............................................................7-1 TO 7-36 DIVISION 8- MISCELLANEOUS CONSTRUCTION ...............8-1 TO 8-31 DNISION 9- MATERIALS ...........................................................9- I TO 9-6 PART 4. AMENDMENTS TO THF, STANDARD SPECIFICATION PAItT 5. WAGE RATES TC-1 r PART 6. APPENllIX Appendix A — Property Release Appendix B — Geotechnical Information Appendix C — Standard Plans Appcndix D — Permits TC-2 � F � d a � H � w � � V O A A � a� � � � � � _ � � � � � � � _ � � � � � B[DDER'S CHECKLIST 1. RFQUIRED FORMS The Bidder shall submit the following forms, which must be executed in full and submitted with the Proposal. a. Proposal (including Statemcnt of Bidder's Qualifications) (Pages P-1 - P-15) b. Bid Deposit or Proposal Bond (PB-�) 2. AGRCEM�NT FORMS The following forn�s (a., b., and c.) are to be executed and the following Certificates of Insurance (d. and e.) are to be provided after the Contract is awarded and prior to Notice to Proceed. a. Agreemcnt b. Performancc Bond c. Public Works Paymcnt Bond d. Certificate of Insurance e. Cerlificate of Builders Risk Insurance (Pages A-1 - A-3) (Page B-1) (Page B-2) Q�II1 ' 1 ' LOWER WHEATON WAY IMPROVEMENTS (BRIDGE TO BRIDGE TRAIL) , City of Bremerlon ' 345 6` Street, Suite 600 Bremcrton, Washington 98337 � ' PROPOSAL The undersigned has examincd the Work site(s), local conditions, the Contract, and all applicable laws and regulations covering the Work. The following unit and lump sum prices are tendered as an otfer to perform the Work in accordance with all of' the requirements set forth in the Contract and all applicablc laws and regulations. As rcquired by the Contract, a ccrtified chcck, bank draft, cashier's check or Proposal bond made ' payable to the Owncr is attached hercto. If this Proposal is accepted and the undersigned fail(s) or refuse(s) to enter into a contract and furnish the required performance bond, labor and material payment bond, special guarantee bonds (if required), required insurance and all other � required documcntation, the undersigned will forfieit to the Owner an amount equal to fivc percent of the amount bid. After the datc and hour set for submitting the Proposals, no bidder may withdraw its Proposal, unless the Award of the contract is delayed for a period exceeding 60 consecutive calendar days. The undcrsigned agrees that in the event it is Awarded the contract for the Work, it shall employ only Contractors and Subcontractors that are duly licensed by the State of Washington and remain so at all times they are in any way involved with the Work. The undersigned agrees that the Owner reserves the right to reject any or all Proposals and to waive any minor irregularities and informalities in any Proposal. The Contracting Agency reserves thc right to award the Contract to the lowest, qualified, responsive bid tendered, as it best serves the interest of the Contracting Agency. I�J 1 ' ' ' ' ' ' , 1 , ' � � 1 ' ' , ' ' PROPOSAL - Continued NO. ITEM QUANTIT' 1. SPCC Plan (1-07.15(1)) 1 LS ?. M inor Changes (S.P. 1-04.4(1)) 1 CA 3. Roadway Surveying 1 LS (S.P. 1-05.4) 4. Mobilization, Cleanup, and Demobilization (S.P. 1-09.7) 1 LS 5. Traffic Control Supervisor 1 LS (1-10.5(3)) 6. Project Temporary Traftic Control (1-10.5(3)) 1 LS 7. Clearing and Grubbing 1 LS (S.P. 2-O l .5) 8. Removal of' Structure and Obstruction (S.P. 2-02.5) 1 LS 9. Excavation, Backfill, Compaction, and Grading for Roadway, Incl. Haul 3,700 CY (S.P. 2-03.5) 10. Unsuitable Foundation 100 CY Excavation, Incl. Haul (S.P. 2-03.5) 1 1. Gravel Borrow, Incl. Haul 2,580 TN (S.P.2-03.5) 12. Locate Existing Utilities 1 LS (S.P. 2-09.5) 13. Controlled Density Fill 10 CY (S.P. 2-09.5) 14. Gravcl Backfill for Walls I S TN (S.P. 2-09.5) 15. Crushed Surfacing Top Course 4,610 TN (S. P. 4-04.5 ) P-2 UNIT PRICE $ $50,000.00 $ $ $ $ $ $ $ 1� $ $ $ $ $ AMOUNT $ $50,000.00 $ $ $ $ $ $ $ $ $ $ $ $ $ � � � � � � � 1 , , � 1 1 ' ' � 1 � ' PROPOSAL - Continued NO. ITEM (�UANTITY 16. Crushcd Surfacing Base Course 880 TN (S.P. 4-04.5) 17. Permeable Ballast (S.P. 4-04.5) 20 TN 18. Planing Bituminous Pavement 12,500 SY (S.P. 5-04.5) 19. HMA CI. 1/2" PG 58-22 4,200 TN (S.P. 5-04.5) 20. Temporary HMA (S.P. 5-04.5) 100 TN STORM MAIN — SCHLEY TO CAMPBELL 21. Crushed Surfacing Top Course 620 TN ( S. P. 4-04.5) 22. H M A C I. 1/2" PG 58-22 700 TN (S.P. 5-04.5) 23. CPEP Storm Sewer Pipe, 24 In. Uiam. (Incl. Bedding) 940 LF (S.P. 7-04.5) 24. CPEP Storm Sewer Pipe, 30 In. Diam. (Incl. Bedding) 680 LF (S.P. 7-04.5) 25. Catch Basin, Type 2, 48 In. Diam. (S.P. 7-05.5) 4 EA 26. Catch Basin, Type 2, 60 In. Diam. (S.P. 7-05.5) 3 EA 27. Removal of Unsuitable Material (Trench) (S.P. 7-08.5) 220 CY 28. Trench Excavation Safety Systems (S.P. 7-08.5) I LS 29. Bank Run Gravel for Trench Backfill (S.P. 7-08.5) 7,420 TN P-3 UNI"f PRICE $ $ $ $ $ $ $ $ $ $ $ $ $ $ AMOUN"T $ � $ $ $ $ $ $ $ $ $ $ $ $ PROPOSAL - Continued NO. ITEM 4UANTITY STORM WORK — STREET PROJECT 30. PVC Drain Pipe, 6 in. Diam. (Incl. Bcdding) (S.P. 7-Ol .5) 70 LF 31. Ductile Iron Stonn Sewer Pipe, 8 In. Diam. (Incl. Bedding) 50 LF (S.P. 7-04.5) 32. CPEP Storm Sewer Pipe, 8 In. Diam. (Incl. Bedding) 535 LF (S.P. 7-04.5) 33. CPEP Storm Sewer Pipe, 12 In. Diam. (Incl. Bedding) 390 LF (S.P. 7-04.5) 34. 6-3/4-Inch Slot Drain 300 LF (S.P. 7-04.5) 35. Catch Basin, Type 1 37 EA (S.P. 7-05.5) 36. Concrete Inlet (S.P. 7-05.5) 2 EA 37. Adjust Catch Basin (S.P. 7-05.5) 17 EA 38. Adjust Storm Manhole New Ring and Decorative Lid 2 EA (S.P. 7-05.5) 39. Adjust Storm Manhole New Ring and Pamrex Lid 8 EA (S.P. 7-05.5) 40. Non-Standard Catch Basin 2 EA (S.P. 7-05.5) 41. Removal of Unsuitable Material (Trench) (S.P. 7-08.5) 20 CY 42. Trench Excavation Safety Systems (S.P. 7-08.5) 1 LS UNIT PRICE $ I,a $ $ $ $ $ $ $ $ $ $ $ nMOUNT $ � $ $ $ $ $ $ $ $ $ $ $ P-4 1 , , � � ' ' , ' � ' ' � ' � ' � � � PROPOSAL - Continued NO. I'I'EM 43. [3ank Run Gravel for Trcnch Backfill (S.P. 7-08.5) SAIYITARY 44. Crushed Surfacing Top Course for Trench Backfill (S.P. 4-04.5) 45. HMA CI. 1/2" PG 58-22 (S.P. 5-04.5) 46. Trench Excavation Safety Systems (S.P. 7-08.5) 47. Bank Run Gravel for Trench Backfill (S.P. 7-08.5) 48. PVC SDR 35 Sanitary Sewer Pipe, 8 In. Diam. (Incl. Bedding) (S.P. 7-17.5) 49. PVC Side Sewer Pipe, 4 In. Diam. (Incl. Bedding) (S.I'. 7-18.5) 50. YVC Side Sewer Pipc, 6 In. Diam. (Incl. Eiedding) (S.P. 7-18.5) 51. Sewer Cleanouti (S.P. 7-19.5) 52. Bilateral Scwer Cleanout (S.P. 7-19.5) 53. Side Sewer CIPP, 4 In. Diam. (S.P. 7-20.5) 54. Side Sewer CIPP, 6 In. Diam. (S.P. 7-20.5) 55. Temporary Sewage Pumping (S.P. 7-21.5) 56. Vacuum Inserted Sewer Cleanout (S.P. 7-25.5) (�UANTITY 490 TN 40 TN 15 TN 1 LS 30 TN 30 LF 50 LF 50 LF 4 EA 4 EA 8 EA 8 EA 1 LS 45 EA P-5 UNIT PRICE $ $, $ $ $ $ � $ $ $ $ $ $ � AMOUNT $ $, $ $ $ $ $ $ $ $ $ $ $ 1� ' ' ' ' � ' � , 1 , � , 1 � ' 1 ' ' � PROPOSAL - Continucd NO. ITEM 57. Adjust Sewer Manhole New Ring and Standard Lid (S.P. 7-05.5) 58. Adjust Sewer Manhole New Ring and Pamrex Lid (S.P. 7-05.5) 59. Non-Standard Manhole (S.P. 7-05.5) 60. Adjust Side Scwer Cleanout (S.P. 7-05.5) 61. Adjust Gas Vault 62. Adjust Electrical Vault C3. Adjust Telephone Manhole 64. Adjust Valve Box (S.P. 7-12.5) 65. Fire Hydrant Assembly (S.P. 7-14.5) 66. New Mcter E�ox (S.P. 7-14.5) 67. Adjust Meter Box (S.P. 7-I5.5) 68. Relocate Meter Box (S.P.7-15.5) 69. Abandon Meter Box (S.P.7-15.5) 70. Erosion/Water Pollution Control (S.P. 8-O 1.5) 71. Seeding, Fertilizing, and Mulching (S.P. 8-01.5) 72. Topsoil, Type A(S.P. 8-02.5) 73. Bark or Wood Chip Mulch (S.P. 8-02.5) QUAN'I'ITY 17 EA 19 EA 10 EA 18 EA 2 EA 2 EA 4 EA 32 EA 8 EA 53 EA 4 EA 1 EA 4 EA 1 LS 2,100 SY 300 CY 100 CY P-6 UNIT PRICE $ $ $ $ $ $ $. $ $ $ $ $ $ $ $ $ $ AMOUNT $ $ $ $ $ $ $_ $ $ $ $. $ $ $ $ $ $ ' � ' ' 1 ' 1 ' � � ' � ' � � ' ' ' ' PROPOSAL - Continued NO. I"I'EM QUANTI'1'Y 74. PSIPE Douglas Fir (Pseudotsuga menziesii) (8 to 10 Feet Height) 3 EA (S.P. 8-02.5) 75. PSIPE Norwegian Sunset Maple (Acer truncatum x A platanoides "Keithsform") (3-Inch Cal.) 2 EA (S.P. 8-02.5) 76. PSIPE ,lapanese Hornbeam (Carpinus japonica) (2.5-Inch 7 EA Cal.) (S.P. 8-02.5) 77. PSIPE Paperbark Maple (Acer griscum) (2.5-Inch Cal.) 3 EA (S.P. 8-02.5) 78. PSIPE Paciiic Sunset Maple (Acer truncatum x A. platanoides "Warren Red") (2.5-Inch Cal.) (S.P. 802.5) 8 EA 79. Cement Conc. Traffic Curb and Gutter (S.P. 8-04.5) 10,600 LF 80. Extruded Cement Concrete Curb 150 LF (S.P. 8-04.5) 81. Cement Concrete Driveway Entrance (S.P. 8-06.5) 1,550 SY 82. Cement Concrete Driveway Repair (S.P. 8-06.5) 50 SY 83. Precast Dual Faced Traftic f3arricr (8-07.5) 250 LF 84. Precast Concrete Bumper Curb 50 EA (S. P. 8-07.5) 85. Chain Link Fence, Type 6 Modiiied (4 Foot) w/Vinyl Coating (S.P. 8-12.5) 400 LF 86. Adjust Monument New Case and Cover(S.P.8-13.5) 5 EA P-7 UNIT PRICE $ $ $ $ $ $ $ $ $ $ $ $ $ AMOl1N"T $ $ � � $ $ $ $ $ $ $ $ $ ' ' ' � � ' � , 1 � ' � ' 1 1 � ' ' ' PROPOSAL - Continucd NO. ITEM 87. Ccment Conc. Sidewalk (S.Y. 8-14.5) 88. Monolithic Cement Conc. Curb and Sidewalk (S.P. 8-14.5) 89. Pervious Cement Conc. Sidewalk (S.P. 5-06.5) 90. Cement Conc. Sidewalk Ramp (S.P. 8-14.5) 91. Cement Conc. Stairs Location A (S. P. 6-02.5 ) 92. Cement Conc. Stairs Location B (S.P. 6-02.5) 93. Cement Conc. Stairs Location C (S.P. 6-02.5) 94. Cement Conc. Stairs Location D (S.P. 6-02.5) 95. Cement Conc. Pad for Bus Shelter (S.P. 8-14.5) 96. Mailbox Support, Type 1 (S.P. 8-18.5) 97. Permanent Signing (S.P. 8-21.5) 98. Paint Line (8-22.5) 99. Painted Wide Line (8-22.5) 100. Plastic Stop Line (8-22.5) 101. Plastic Crosswalk Line (8-22.5) 102. Plastic Traffic Arrow (8-22.5) 103. Painted Bicycle Lane Symbol (g-'?• (�UANTI'i'Y 6,800 SY 350 SY 65 SY 29 EA 1 LS 1 LS 1 LS 1 LS 35 SY 2 EA 1 LS 4,500 LF 8,850 LF 220 LF 880 SF 2 EA 54 EA ., UNIT PRICE $ $ $ $. $, $ $ $ $ $. $. $ $ $ $ $ $ AMOUNT $ $ $ $. $. $, $. $ $ $. $. $ $ $ $ $ $ � ' 1 ' � ' � , ' ' 1 ' � ' � ' , ' � PROPOSAL - Continued NO. ITEM QUANTITY [1NIT PR1CC 104. Rock Wall (S.P. 8-24.5) 150 SF $ 105. Project Documentation (S.P. 8) 1 LS $ 106. Rectangular Rapid Flashing Beacons Signal System Complete (S.P. 8-20.5) 1 LS $ 107. Streetlight System, Complete 1 LS $ (S. P. 8-20.5) 108. Lebo Boulevard Traftic Signal Modifiications, Complete 1 LS $ (S.P. 8-20.5) Subtotal: ....................................................................................................... $ Washington State Sales Tax (8.7%) (Schlcy to Cambell — Bid Items 42 to 53) :........................................... Washington State Sales Tax (8.7%) (Sanitary Improvements — Bid Items 20 to 28) :................................... "i'OTAL CONSTRUCTION COST :.................................................... Note: A bid must be reccived on all items. .. $ $ $ AMOUNT $. $ $ $ $ ' PROPOSAL - Continued , ' , ' u ' , ' ' 1 ' ' ' � ' l� , ALTERNATES TO BID 1TF MS I3idders shall use this page to submit proposals on any alternate types of equipment or materials that bidders recommend the Owner consider using. Contract Award will be made on the basis of equipment and materials that are spccitied. After Award, the Owner may consider any proposal alternates that, in the opinion of thc Owner, will be equivalent to or better than the itcro specifiied and/or used as the basis of contract Award. The Owner shall have complete discretion on whether to use any alternates, and the Owner's decision shall not be subject to challenge. Alternate to Bid Item No. Schedule Item Manufacturer Arnount Bid P-10 ' PROPOSAL - Continued STATEMENT OF BIDDER'S QUALIFICAT(ONS Name of Firm: Address: Telephone No. Contact Person for this Project: E-mail: Fax No. Number of years the Contractor has been engaged in the construction business undcr the present firm name, as indicated above: Gross dollar amount of work currently under contract: Gross dollar amount of contracts currently not completed: General character of work perfiormed by finn: List of five major projects of a similar nature which have been completed by the Contractor within the last five years and the gross dollar amount of each project, together with the Owner's name and telephone number, and the Engineer's name: Engineer's Pro'ect Name Amount Owner Phone Name LdiJ PROPOSAL - Continued List tive major pieces of equipment which are anticipated to be used on this project by the Contractor and note which items are owned by the Contractor and which are to be leased or rented firom others: Bank Reference: How many general superintendents or other responsible employecs in a supervisory position do you have at this time, and how long have they been with the tirm? Identify who will be the general superintendent and/or project superintendent on this project. Also, list the number of years each person identified has been with firm. Have you changed bonding companies within the last three ycars? li'so, why? Have you cver been a party to a lawsuit or an arbitration proceeding in any way relating to a construction project? Identify the proceeding and parlies and describe the claims asserted by all parties. What was the disposition of the case`? Do you have any outstanding payments due to the Department of Revenue? If yes, explain. Bidder agrees that the Owner shall have the right to obtain credit reports. Yes No P-12 � , � 1 � ' ' , 1 1 ' ' � ' ' � , � 1 PROPOSAL - Continued WORK COMNLETED BY CONTRACTOR List the Work and the dollar amount thcreof that the Contractor will complete with its forces, if awarded the contract. Work to be Performed Dollar Amount PROPOSEll SUBCONTRACTORS (Per RCW 39.30.060) For Proposals exceeding one million dollars, indicate who (either the Contractor submitting this bid or a subcontractor) will be completing the work for each of the three categories listed below. Information shall include thcir Washington Statc Department of Licensing Contractor's Registration No. This information shall be provided with the Proposal or within one hour alter the published Proposal submittal time in accordance with RCW 39.30.060. Subcontractor or Prime Work to be Performed ame and Re istration Number Heating, Ventilation and Air Conditioning Plumbing Electrical P-13 ' ' ' ' ' PROPOSAL - Continued ADDENI)A RECEIVED Addendum No. Date Received Name of Reci ient ' NOTE: Biddcr shall acknowledge receipt of all addenda. Bidder is responsible for verifying the actual number of addenda issued prior to submitting a Proposal. ' Subject to any extensions of the Contract time granted under the Contract, the undersigned agrees to substantially completc the Work required under this Contract within 130 working days (the Substantial Completion Date) and to phys�cally complete the Work required under this ' contract within 140 working days (the Physical Completion Date) from when Contract Time begins. , ' ' ' ' ' The undersigned has reviewed and fully understands the provisions in the Contract regarding liquidated damages and agrees that liquidated damages shall be $1,000.00 per day for each and every working day beyond the Contract time allowed for substantial completion until the Substantial Completion Date is achieved and $ I,000.00 for each and every working day required beyond the Contract Time for physical completion until the Physical Completion Date is achieved. The undersigned is in, and will remain in, full compliance with all Washington State Department of Licensing requirements for contractors, including but not limited to requirements ['or bond, proof of insurance and annual registration fee. The undersigned's Washington State: Dept. of Labor and Industries Workman's Compensation Account No. is I)ept. of Licensing Contractor's Registration No. is Unified Business Identifiier Number is Excise Tax Registration Number is ; and Employment Security Account Number is The undersigned has reviewed all insurance requirements contained in the Contract and has ' verified the availability of and the undersigned's eligibility for all required insurance. The undersigned verifies that the cost for all required insurance, has been included in this Proposal. ' 1 1 ' The undersigned waives any immunity granted under the State Industrial Insurance Law, RCW Title 51. This waiver has been specially negotiated by the parties, which is acknowledged by the undersigned in signing this Proposal. By signing the proposal, the undersigncd declares, under penalty of perjury under the laws of the United States and the State oi' Washington, that the following statements are true and correct: . , ' ' , � ' ' ' � � ' � ' ' ' ' � ' ' ' PROPOSAL - Continued 1. That the undersigned person(s) or entity(ies) has(have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this Bid is submitted. 2. That by signing the signature page of this Bid, I am deemed to have signed and to have agreed to the provisions of this declaration. The undersigned agrees that the Owner is authorized to obtain information from all references included herein. Very truly yours, Print Company Name By: Print Name Sign Name Amount of bid deposit: $ or bid bond in the amount of $ , issued through located at Title Date Check No. Name of Bank/Bonding Company Mailing Address Telephone Number of Bank/Bonding Company P-15 1 1 ' , of 1 ' � ' ' ' PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, That we as principal, and the a corporation duly organized under the laws of the state of , and authorized to do business in the State of Washington, as surety, are held and tirmly bound unto thc CITY OF BREMERTON in the full and penal sum of five percent ofi the total amount of the bid proposal ofi said principal for the work hereinaftcr described, for the payment of which, well and truly to be made, we bind our heirs, executors, administrators and assigns, and succcssors and assigns, tirmly by these presents. The condition of this bond is such, that whereas the principal herein is hcrewith submitting his or its sealed proposal for the following construction project, to wit: LOWER WHEATON WAY IMPROVEMENTS (BRIDGE TO BRiDGF. TRA1L) said bid and proposal, by reterence thereto, being made a part hereof. ' NOW, THEREFORE, Ifi the said proposal bid by said principal be acccpted, and thc contract be awarded to said principal, and if said principal shall duly make and enter into and execute said Contract and shall furnish bond as required by the CiTY OF BREMERT01�1 � within a period of 10 days from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise it shall remain and be in full fiorce and et'fect. ' � ' 1 l� � � IN TESTIMONY WHEREOF, The principal and surety havc caused these presents to be signed and sealed this day of (Principal) (Surety) (Attorney-in-fact) .� � ' ' � � l� ' ' ' ' ' ' ' � , ' ' ' PART 2 AGREEMENT AND BONDS � �I , ' AGREEMENT THIS AC;REEMENT is entered into by and between the C1TY OF BREMERTON , (hereinafter called the Owner) and (hereinafter called lhe Contractor). ' � � ' 1 The Owner and tihe Contractor agree as follows: ARTICLE 1. WORK. Lower Wheaton Way Improvements provides for the rehabilitation of Lower Wheaton Way from the Manette Bridge to Lebo Boulevard, a project Icngth of approximately 4,800 feet. The work shall include, but is not specitically limited to, clearing and grubbing, grading, storm drainagc improvements, water system adjustments, sanitary sewer system improvements, retaining walls, pavement planning, asphalt overlay, cement concrete curb and gutter, concrete sidewalk, signing, pavement marking, street lighting, traffic control, and other related items o('work. ARTICLE 2. CONTRACT TIME. Thc Contractor shall substantially complete the Work required by the Contract within ' working days (the Substantial Completion Date) and physically complete the Work within working days (the Physical Completion Date). ' ' 1 ' ' ' , , ARTICLE 3. LIQUIDATED llAMAGES. The Owner and the Contractor recognize that time is of the essence and that the Owner will suffier financial loss if' the Work is not completed within the time, plus any extensions thereof, allowed in accordance with the Contract. They also recognize the inconvenience, expcnse, and difficulties involved in a legal proceeding to prove the actual loss suf'fered by the Owner if the Work is not completed within the time allowed in the Contract. Accordingly, the Owner and the Contractor agree that as liquidated damages for delay, and not as a penalty, the Contractor shall pay the Owner ($ ) per day for each working day beyond the Substantial Completion Date that the Contractor achieves substantial completion of the Work and ($ ) for each working day beyond the Physical Completion Date that the Contractor achieves physical completion of the Work. ARTICLE 4. CONTRACT PRICE. The Owner shall pay the Contractor the amount(s) set forth in the Proposal (in United States dollars) for completiion oi'the Work in accordance with the Contract. A-1 ' � 1 ' � , , ' ' ' ' ' ' ' , ' � t � � AGREEMENT — Continued ARTICLE 5. CONTRACT. The Contract, which comprises the entire agreement between the Owner and the Contractor concerning the Work, consists of the following: This Agrcement; The Call for Bids; • The Contractor's Proposal including the bid, bid schedule(s), information required of bidder, Proposal bond, and all required certificates and aftidavits; • • The performance bond and the labor and material payment bond; The Contract Provisions, including 2014 WSDOT Standard Specification as referenced; The Plans (or drawings) consisting ofi index on sheet of the Plans; Addenda numbers , inclusive; and sheets, as listed in the Change Orders issued after the eifiective date of this Agreement. There are no Contract Documents other than those listed in this Article 5. The Contract may bc amended only in writing by Change Order as provided in the Contract. ARTICLF, 6. MISCELI.ANEOUS. The Contractor specitically waives any immunity granted under the State Industrial Insurance Law, RCW Title 51, which is specifically acknowledged by the Contractor. (Contractor's initials) The Contractor shall not assign any rights under or interests in the Contract, including but not limited to rights to payment, without the prior written consent of the Owner. Unlcss specifcally stated in a written consent to an assignment, no assignment will release or discharge the Contractor-assignor from any duty or responsibility under thc Contract. The Contract is binding upon the Owner and the Contractor, and their respective partners, successors, assigns and legal representatives. IN WITNESS WHEREOF, Owner and Contractor have caused this Agreement to be executed the day and year first above written. A-2 ' � 1 � � 1 ' ' � ' � 1 ' , ' ' ' ' � AGREEMENT — Continued CITY OF BRF.MFRTON �y— Date CONTRACTOR License No. B y— Title Attest Name and Address for giving notices (print) A-3 ' ' 1 � � 1 ' , � 1 � 1 ' 1 , 1 1 1 PERFORMANCE BOND to CITY OF BREMERTON, WA Bond No. _ The CITY OF BREMERTON, Washington, (City) has awarded to __ (Principal), a contract for the construction of the project desi�nated as Lower Wheaton Way Improvements (Bridge to Bridge Trail) in Bremerlon, Washington (Contract), and said Principal is required to furnish a bond for performance of all obligations undcr the Contract. "The Principal, and __ __ (Surety), a corporation, organiied under the laws of the State of and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds" as published in the Federal Register by the Audit Staff E3ureau of Accounts, U.S. 'I'reasury Dept., are jointly and severally held and firmly bound to the City, in the sum of US Dollars ($ ____) Total Contract /�mount, subject to the provisions hercin. This statutory perforn�ance bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall well and faithfully perform all of the Principal's obligations under the Contract and fulfill all the terms and conditions of all duly authorized moditications, additions, and changes to said Contract that may hereafter be made, at the time and in the manner therein specified; and if such performance obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety f'or value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to lhe work to be performed under the Contract shall in any way affect its obli�ation on this bond, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work perfiormed. The Surety agrees that moditications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two (2) original counterparts, and shall be signed by the parties' duly authorized or�cers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer executing on behalf of the surety. PRINCIPAL Principal Signature I'rinted Name "fitle SURETY Datc Surcty Signature Printcd Name I'iUc Name, address, and telephone of local office/agent of Surety Company is: Approved as to form: City Attorney, City of Bremerlon Uate DOT 1'orm 372-002A L'P 1 I I/2012 B � Datc / ' r ! ':� � ' L�' The CITY OF BREMERTON, Washington, (Cily) has awardcd to _.. _ (Principal), a contract for the construction of the project designated as Lower Wheaton Way Improvements (I3ridge to Bridge Trail) in Bremerton, Washington (Contract), and said Principal is required under the terms of that Contract to furnish a payment bond in accord with Title 39.08 Revised Code of Washington (RCW) and (where applicable) 60.�'.8 RCW. Bond No. ' � CI � � ' The Principal, and _ __ (Surety), a corporation organized under the laws of the State of and licensed to do business in thc State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds" as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and tirmly bound to the City, in the sum of US Dollars ($ �"l'otal Conlract Amount, subject to the provisions herein. This statutory payment bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall pay all persons in accordance with RCW Titles 39.08 and 39.12 including all workers, laborers, mechanics, subcontractors, and materialmen, and all persons who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work; and if such payment obligations have not been fultilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the , Contract, the specitications accompanyin�; the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, except as provided herein, and waives notice of any change, extension of time, alteration or addition to the terms of the Contracl or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall , automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. ' This bond may be executcd in two (2) original counterparts, and shall be signed by the parties' duly authorized ofticers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer caecuting on behalf of the surety. ' PRINCIPAL ' I'rincipal Signaturc Printcd Namc ' ' , � � 1'itic PUBLIC WORKS PAYMENT BOND to CITY OF BRF,MERTON, WA SURETY Date Surcty Signaturc I'rintcd Name Title Name, address, and telephone of local office/agent of Surety Company is: Approved as to form: City Attomey, City of Bremerton Date D()'1' 1'orm 272-002A F.F ' I I /2012 B Datc L .' i I `� � PART 3 SPECIAL PROVISIONS � � 1 ' ' ' ' ' 1 , � ' ' 1 ' ' ' , ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 INTRODUCTION TO THE SPECIAL PROVISIONS (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2014 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) (May 1, 2013 G&O GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • City of Bremerton Public Works and Utilities Standards Contractor shall obtain copies of these publications, at Contractor's own expense. (G&O #13549) � ' ' ' ' 1 1 ' ' � ' ' ' , 1 �� ' , DIVISION 1 GENERAL REQUIREMENTS � ' ' 1 ' ' ' 1 ' � � ' , , ' � � , � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 DIVISION 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995) This Contract provides for the rehabilitation of Lower Wheaton Way from the Manette Bridge to Lebo Boulevard, a project length of approximately 4,900 feet. The work shall include, but is not specifically limited to, clearing and grubbing, grading, storm drainage improvements, water system adjustments, sanitary sewer system improvements, retaining walls, pavement planing, asphalt overlay, cement concrete curb and gutter, concrete sidewalk, signing, pavement marking, street lighting, traffic control, and other related items of work other work all in accordance with the attached Contract Plans, these Special Provisions and the Standard Specifications. 1-01.3 Definitions (October 1, 2012 G&O GSP) Delete the definition of "Bid Documents," "Completion Dates," "Contract" and "Contracting Agency." This Section is supplemented with the following: All references in the Standard Specifications to the terms "State," "Department of Transportation," "Washington State Transportation Commission," "Commission," "Governor," "Secretary of Transportation," "Secretary," "Headquarters," and "State Treasurer" shall be revised to read "Contracting Agency." All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location." The venue of all causes of action arising from the Call for Bids, Award, execution, and performance of the Contract shall be in the Superior Cou�t of the County where the Contracting Agency's headquarters are located. Additive A supplemental unit of work or group of bid items, identified separately in the Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of finro or more units of work or groups of bid items, identified separately in the Proposal, from which the Contracting Agency may make (G&O #13549) 1-1 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 a choice between different methods or material of construction for perForming the same work. Bid Documents The component parts of the proposed Contract which may include, but not limited to, the Proposal form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and Subsurface Boring Logs (if any). Business Day A business day is any day from Monday through Friday, except holidays as listed in Section 1-08.5. Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractor will be paid. The Contract includes the Contract (Agreement) form, bidder's completed Proposal Form, all required certificates and affidavits, performance and payment bonds, the 2014 Standard Specifications for Road, Bridge and Municipal Construction and amendments thereto, Contract Provisions, Contract Plans, Standard Plans, addenda and change orders. Contract Documents See definition for "Contract." Contract Time The period of time established by the terms and conditions of the contract within which the work must be completed. Contracting Agency (Owner) Agency of Government that is responsible for the execution and administration of the Contract. Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. (G8�0 #13549) 1-2 ' ' 1 , ' ' � , 1 ' 1 , 1 , , ' � 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 SPECIAL PROVISIONS - Continued Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive bidder for the Work. Contract Execution Date The date when both the Contractor and the Contracting Agency have signed the Agreement, binding themselves to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods or correction or repair remains for the physical completion of the total Contract. Physica/ Completion Date �y The day all of the Work is physically completed on the project. The � Engineer has received from the Contractor record drawings, ; operation and maintenance manuals, manufacturers' affidavits, and software and programming. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the Contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the complete. Contracting Agency accepts the Work as Notice of Award � The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. (G&O #13549) 1-3 ' SPECIAL PROVISIONS - Continued � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. All references in the Standard Specifications, Amendments, or WSDOT General� Special Provisions, to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revise to read "Contracting Agency". All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location." All-references to "final contraet voueher-eertifieation" shall be-interpreted — mean the final payment form established by the Contracting Agency. The venue of all causes of action arising from the advertisement, award, execution, and performance of the contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. 1-02 BID PROCEDURES AMD CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.2 Plans and Specifications (June 27, 2011 G&O GSP) Delete this Section and replace it with the following: 1 ' ' ' ' � �� � � ' � � ' ' ' ' (G8�0 #13549) 1 a ' ' 1 ' ' 1 ' ' ' � ' � ' ' ' ' ' i ' 1 2 3 4 5 6 7 8 9 10 11 ' 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued Information as to where Bid Documents can be obtained or reviewed is contained in the Call for Bids (Advertisement for Bids) for the work. After Award of the Contract, Plans and Contract Provisions will be issued to the Contractor at as stated below: To Prime Contractor No. of Sets Large Plans (22" x 34") Contract Provisions Reduced Plans (11" x 17") 1 2 2 Basis of Distribution Furnished automatically Furnished automatically Furnished automatically Additional Plans and other Contract Provisions may be purchased by the Contractor. 1-02.4 Examination of Plans, Specifications, and Site of Work 1-02.4(1) General (June 16, 2006 G&O GSP) This Section is supplemented with the following: Contractor � shall review the entire Contract to ensure that the .� completeness of their Proposal includes all items of Work regardless of where shown in the Contract. Bidders are cautioned that alternate sources of information (copies of the Contract obtained from third parties) are not necessarily an accurate or complete representation of the Contract. Bidders shall use such information at their own risk. Soil log information is included in the Appendix. The soils information used for study and design of this project is available for review by the bidder at the following address: Gray & Osborne, Inc. 701 Dexter Avenue North, Suite 200 Seattle, Washington 98109 1-02.4(2) SubsurFace Information (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: (G80 #13549) 1-5 ' � SPECIAL PROVISIONS - Continued � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 —2� — 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 If the Contracting Agency has made a subsurFace investigation of the site of the proposed Work, the boring log data and soil sample test data accumulated by the Contracting Agency will be made available for inspection by the Bidders. However, the Contracting Agency makes no representation or warranty, expressed or implied, that: a � The Bidders' interpretations from the boring logs may be correct; Moisture conditions and indicated water tables will not vary from those found at the time the borings were made; c. The ground at the physically disturbed and location of the borings has not been or altered after the boring was made; d. Conditions below the surface of the ground are consistent throughout the site with the information made available hereunder, or that conditions to be encountered on the site are uniform-or-consistent-with-geological� conditions -usually encountered in the area. The Contracting Agency makes no representations, guarantees, or warranties as to the condition, materials, or proportions of the materials between the specific borings, regardless of any subsurface information the Contracting Agency may make available to the prospective Bidders. Bidders are solely responsible for making the necessary investigations to support and/or verify any conclusions or assumptions used in preparation of their bids. 1-02.5 Proposal Forms (June 27, 2011 G&O GSP) Delete this Section and replace it with the following: Proposals shall be submitted on the Proposal Form, which is included with the Contract. All Proposals shall be completed, signed and dated. The Proposal Form will identify the project and its location and describe the Work. It will also list estimated quantities, units of ineasurement, the items of work, and the materials to be furnished at the lump sum and/or unit bid prices. The Bidder shall complete spaces on the Proposal Form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, 1 ' ' C� � � --� -- � � ' � ' ' � ' ' (G80 #13549) 1-6 '� rl � ' 2 3 ' 5 6 � 8 9 � 10 11 12 , 13 14 15 , 16 17 18 , 19 20 21 22 -� —' -- -..- _ . 23 24 ' 25 26 27 t 28 29 30 ' 31 32 33 1 34 35 36 , 37 38 39 ' 40 41 42 ' 43 44 ' SPECIAL PROVISIONS - Continued telephone number, and signature; the Bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. Required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The Bidder shall bid on all alternates and additives set forth in the Proposal form unless otherwise specified. 1-02.6 Preparation of Proposal (June 27, 2011 G&O GSP) This Section is supplemented with the following: All Proposals submitted shall, on their face, remain valid for a period of 60 days following the date of Bid opening. In the event of a conflict in this duration, which may appear elsewhere in the Contract Provisions, the longest duration shall apply. - - - - �.--The -Bidder.'s . attention __is_ directed . to_ that__portion. of the _ Proposal which requires that the Bidder furnish information concerning its and proposed Subcontractors' experience with work of a similar nature, equipment to be used on this project, and general background information. Information which is incomplete, evasive, or of a general nature only, may be considered as grounds for rejection of the Proposal. Any correction to a Proposal made by interlineation, alteration, or erasure, shall be initialed by the signer of the Proposal. The Bidder shall make no stipulation on the Proposal Form, nor qualify the bid in any manner. 1-02.7 Bid Deposit (June 16, 2006 G&O GSP) This Section is supplemented with the following: Bid bonds shall contain the following: 1 �� The name of the project; The name of the Contracting Agency, expressly identified as the obligee; (G&O #13549) 1-7 ' SPECIAL PROVISIONS - Continued � 1 1 2 3 4� 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 —20 — 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 3. The amount of the bid bond stated either as a dollar figure or as a percentage which represents 5 percent of the maximum bid amount that could be awarded; 4. The signature of the bidder's officer or other representative empowered to sign official statements. The signature of the person authorized to submit the Proposal shall be the same as the signature on the bond, and the title of the person signing must be set forth with the signature; 5. The signature of the surety's officer empowered to sign the bond, and the power of attorney. �-� The Bidder must use the bond form included in the Contract. .. 1-02.9 Delivery of Proposal (January 3, 2012 G&O GSP) Delete this section in its entirety and replace with the following: The Proposal, bid bond, and all other certificates, forms or other documents required by any Contract Provisions to be executed and delivered with said Proposal shall be submitted, in a sealed package, addressed to the Contracting Agency, and plainly marked "Proposal for Lower Wheaton Way Improvements to be opened on the day as specified in the published Call for Bids. The Contracting Agency will not consider any Proposal or any supplement to a Proposal that is received after the time specified for receipt of Proposals, or received in a location other than that specified for receipt of Proposal. Emailed or faxed Proposals or supplement to a Proposal are not acceptable. �� 1-02.10 Withdrawing, Revising of Supplementary Proposal (January 3, 2012 G&O GSP) Delete the second, third and fourth paragraph. 1-02.11 Combination and Multiple Proposals (June 16, 2006 G&O GSP) Delete this Section in its entirety. ' ' ' ' ' � — — — �— � � ' � � 1 ' ' ' (G&O #13549) 1-8 � � ' SPECIAL PROVISIONS - Continued ' 1 1-02.13 Irregular Proposals 2 (March 25, 2009 G&O GSP) 3 ' 4 Revise item 1 to read: 5 6 1. � $ 9 ' 10 11 12 ' 13 14 15 , 16 17 18 ' 19 20 21 - - -- - -22--�---.. ------- - �- ' 23 24 ' 25 26 27 ' 28 29 30 ' 31 32 33 ' 34 35 36 ' 37 A proposal will be considered irregular and will be rejected if: a. b. c. d. e. f. The Bidder is not prequalified when so required; The authorized proposal form furnished by the Contracting Agency is not used or is altered; The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; A price per unit cannot be determined from the Bid Proposal; : The Proposal form is not proper(y executed; --- -- --- -._ . -- - - - - - - - . ._.._. . .. _ _. ..---- - -- ---- - -- - -. _.... -� - �- -- - ------ g. The Bidder fails to submit or properly complete a , � Subcontractor list, if applicable, as required in , .,-;, Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1-02.6; i. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or j. More than one proposal is submitted for the same project from a Bidder under the same or different names. 38 1-02.14 Disqualification of Bidders 39 (August 1, 2009 G&O GSP) ' 40 41 A Bidder will be deemed not responsible if: 42 ' 43 1. The Bidder does not meet the mandatory bidder responsibility 44 criteria in RCW 39.04.350(1); or 45 , (G&O #13549) 1-9 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2. Evidence of collusion exists with any other Bidder or potential Bidder. Participants in collusion will be restricted from submitting further bids; or 3. The Bidder, in the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the Bidder; or 4. An unsatisfactory performance record exists based on past or current Contracting Agency work or for work done for others, as judged from the standpoint of conduct of the work; workmanship; or progress; affirmative action; equal employment opportunity practices; termination for cause; or Disadvantaged Business Enterprise, Minority Business Enterprise, or Women's Business Enterprise utilization; or 5. There is uncompleted work (Contracting Agency or otherwise), which in the opinion of the Contracting Agency might hinder or prevent the prompt completion of the work bid upon; or 6. The Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuating circumstances acceptable to the Contracting Agency; or 7. The Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuating circumstances acceptable to the Contracting Agency; or 0 E The Bidder is unable, financially or otherwise, to perform the work, in the opinion of the Contracting Agency; or There are any other reasons deemed proper by the Contracting Agency. The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) which any reasonable owner would rely on for determining such compliance, including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii) information obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter. (G&O #13549) 1-10 ' ' ' 1 ' ' ' ' ' t 1 , 1 ' LJ ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. Written notice will be provided to the Bidder, by facsimile to the fax number provided at the time of obtaining the Contract Documents. If the Bidder disagrees with this determination, it may appeal the determination within 48 hours of receipt of the Contracting Agency's determination by presenting its appeal in writing to the Contracting Agency. The Contracting Agency will consider the appeal before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the final determination. 1-02.15 Pre-Award Information (August 14, 2013 APWA GSP) Delete this Section and replace it with the following: Before awarding any Contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: 1 2 A complete statement of the origin, composition, and manufacture of any or all materials to be used, Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time required �for the various phases of the work, 4 5 L A breakdown of costs assigned to any bid item, Attendance at a conference with the Engineer or representatives of the Engineer, Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located, 7. Any other information or action taken that is deemed necessary to ensure that the Bidder is the lowest responsible bidder. (G&O #13549) 1-11 ' C� SPECIAL PROVISIONS - Continued ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 —20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1-03.2 Award of Contract (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Normally, Contract Award or bid rejection will occur within 60 calendar days after bid opening. If the lowest responsible Bidder and the Contracting Agency agree, this deadline may be extended. If they cannot agree on an extension by the 60th calendar day deadline, the Contracting Agency reserves the right to award the Contract to the next lowest responsible Bidder or reject all bids. The Contracting Agency will notify the successful Bidder of the Contract Award in writing. 1-03.3 Execution of Contract (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Within 10 calendar days after the Award date, the successful Bidder shall return-the-signed Gontracting- Agency-prepared-Contract,- an-insurance certification as required by Section 1-07.18, and satisfactory bonds as required by law and Section 1-03.4. Before execution of the Contract by the Contracting Agency, the successful Bidder shall provide any pre- Award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a Contract, no Proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. A written Notice to Proceed will be issued after the Contract has been executed by the Contractor and the Contracting Agency, and the performance and labor and material payment bonds, other required certificates and documents and insurance certificates are approved by the Contracting Agency or, where applicable, by State or Federal agencies responsible for funding any portion of the project. 1-03.4 Contract Bond (April 22, 2013, G8�0 GSP) Revise the first paragraph to read: ' 1 ' � � � � � 8 � � ' ' ' ' ' (G&O #13549) 1 � 1 ' ' ' ' , ' ' 1 1 ' ' , ' , ' � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 SPECIAL PROVISIONS - Continued The successful bidder shall provide an executed performance and public works payment bond for the full contract amount. This bonds shall: 1. 2. 3 Be on Contracting Agency-furnished forms; Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner; and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the � Contracting Agency against any claim of direct or indirect loss - resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract; or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, materialperson, or any other person who provides supplies or provisions for carrying out the work. 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice- president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). (G&O #13549) 1 ' SPECIAL PROVISIONS - Continued C] ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1-03.7 Judicial Review (January 14, 2014 COB GSP) Reference to Superior Court of Thurston County, Washington shall be amended to Superior Court of Kitsap County, Washington. 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (January 3, 2012 G&O GSP) Delete the first two paragraphs of this Section and replace them with the following: The complete Contract includes these parts: Contract (Agreement) form, bidder's completed Proposal Form, the 2012 Standard Specifications for Road, Bridge, and Municipal Construction and amendments thereto, Contract Provisions, Plans, Standard Plans, addenda, all required certificates and affidavits, performance and labor and material payment bonds, and change orders. These parts complement each other in describing -a complete Work. —Any-requirernent in- one par-t binds -as if stated in all parts. The Contractor shall provide any work or materials clearly implied in the Contract even if the Contract does not mention it specifically. Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda, 2. Proposal Form and Agreement, 3. Special Provisions, 4. Amendments to the Standard Specifications, 5. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 2012, 6. Contract Plans, 7. Contracting Agency's Standard Plans (if any), and 8. WSDOT/APWA Standard Plans for Road, Bridge, and Municipal Construction 1-04.4(1) Minor Changes (February 15, 2008 G&O GSP) This Section is supplemented with the following: ' ' ' � � � — �- � � ' � � � ' , ' (G8�0 #13549) 1-14 � 1 ' ' ' 1 ' ' ' ' 1 ' ' ' ' , ' , � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued In order to maintain equity among Bidders, the Contracting Agency has entered a fixed amount for this bid item as listed in the Proposal. The Contractor/Bidder is cautioned that payment of any portion of this bid item is not guaranteed unless such need arises during the performance of this project. Where references are made herein to consider some work incidental to the Contract and as such to merge the cost of incidental work into the various items bid, no such costs shall be merged into this bid item. 1-04.6 Variation in Estimated Quantities (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. �Vhen the accepted quantity of Work performed under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work. 1-05.1 Authority.of the Engineer (June 16, 2006 G&O GSP) This Section is supplemented with the following: The Engineer does not purport to be a safety expert, is not engaged in . that capacity under this Contract or the Engineer's contract with the �; Contracting Agency. The Engineer does not have either the authority or the responsibility to enforce construction safety laws, rules, regulations or procedures, or to order the stoppage of Work for claimed violations thereof. From time to time, the Engineer may inform the Contractor of conditions that may constitute safety issues or violations. Such information will be provided solely to cooperate with and assist the Contractor and shall not make the Engineer or Inspector responsible for the enforcement of safety laws, rules, regulations or procedures. After receiving information relating to safety issues from the Engineer, the Contractor shall make its own examination and analysis of the situation reported and take such action, if any, that the Contractor determines to be appropriate. The Engineer's performance of project representation and observation services for the Contracting Agency shall not make the Engineer responsible for the enforcement of safety laws, rules, regulations or procedures. The Engineer also shall not be responsible for construction means, methods, techniques, sequences, or procedures or for the Contractor's failure to properly perform the Work, all of which are entirely the responsibility of the Contractor. (G&O #13549) 1-15 1 SPECIAL PROVISIONS - Continued � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The Engineer shall have no liability whatsoever to, or contractual relationship with, the Contractor in any way relating to this Contract. The Contracting Agency and the Contractor must look solely to each other for the enforcement with respect to any rights, obligations, claims or liabilities arising under or in any way relating to the Contract. Neither the Engineer nor any of its assistants or agents shall have any power to waive any obligation of the Contract. The Engineer's failure to reject Work that is defective or otherwise does not comply with the requirements of the Contract shall not constitute approval or acceptance of the Work or relieve the Contractor of its obligations under the Contract, nofinrithstanding that such Work have been estimated for payment or that payments have been made for that Work. Neither shall such failure to reject Work, nor any acceptance by the Engineer or by the Contracting Agency of any part of or the whole of the Work bar a claim by the Contracting Agency at any subsequent time for recovery of damages for the cost of removal and replacement of any po�tions of the Work that do not comply with the Contract. - 1-05.2 Authority of-Assistants and Inspectors — (June 16, 2006 G&O GSP) This Section is supplemented with the following: The presence or absence of an Inspector at the Work site will be at the sole discretion of the Contracting Agency and will not in - any way relieve the Contractor of its responsibility to properly perform the Work as required by the Contract Provisions. The Inspector does not purport to be a safety expert, and is not engaged in that capacity under this Contract or the Engineer's contract with the Contracting Agency. The Inspector does not have the authority or the responsibility to enforce construction safety laws, rules, regulations or procedures, or to order the stoppage of Work for claimed violations thereof. From time to time, the Inspector may inform the Contractor of conditions that may constitute safety issues or violations. Such information will be provided solely to cooperate with and assist the Contractor and shall not make the Inspector or the Engineer responsible for the enforcement of safety laws, rules, regulations or procedures. After receiving information relating to safety issues from the Resident Engineer, the Contractor shall make its own examination and analysis of the situation reported and take such action, if any, that the Contractor determines to be appropriate. The Inspector's performance of project representation and observation services shall not make the Inspector responsible for the enforcement of safety laws, rules, regulations or � 1 ' ' � � — �- � 8 � � , ' 1 1 ' (G&O #13549) 1-16 � ' L_1 1 ' 1 ' ' ' 1 ' 1 � LJ ' C J ' � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued procedures; nor shall it make the Inspector responsible for construction means, methods, techniques, sequences, or procedures, or for the Contractor's failure to properly perform the Work, all of which are entirely the responsibility of the Contractor. 1-05.4 Conformity With and Deviation from Plans and Stakes Delete this Section and replace it with the following: (April 1, 2013) Contractor Surveying — Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's inspection at the office of the Project Engineer. The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Except for the survey control data to be furnished by the Contracting Agency, calculations, surveying, and measuring required for setting and maintaining the necessary lines and grades shall be the Contractor's responsibility. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at the Contractors expense. Detailed survey records shall be maintained, including a description of the work perFormed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three working days after the end of the shift. The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers. The survey work shall include but not be limited to the following: 1 Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding (G&O #13549) 1 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 stakes and hubs as well as additional survey control needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at all curve points (PCs, PTs, and Pls) and at points on the alignments spaced no further than 50 feet. 3. Establish clearing limits, placing stakes at all angle points and at intermediate points not more than 50 feet apart. The clearing and grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown in the Plans. 4. Establish grading limits, placing slope stakes at centerline increments not more than 50 feet apart. Establish offset reference to all slope stakes. If Global Positioning Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may — —be omitted-at the-discretion-of the-Contractor— — — -- — — 5. Establish the horizontal and vertical location of all drainage features, placing offset stakes to all drainage structures and to pipes at a horizontal interval not greater than 25 feet. 6. Establish roadbed and surfacing elevations by placing stakes at the top of subgrade and at the top of each course of surfacing. Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-foot intervals in intersection radii with a radius less than 10 feet. Transversely, stakes shall be placed at alt locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet. If GPS Machine Controls are used to provide grade control, then roadbed and surFacing stakes may be omitted at the discretion of the Contractor. 7. Establish intermediate elevation benchmarks as needed to check work throughout the project. 8. Provide references for paving pins at 25-foot intervals or provide simultaneous surveying to establish location and elevation of paving pins as they are being placed. (G8�0 #13549) fib�:3 ' � ' ' ' � ' , � 1 ' ' ' ' ' � � 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 SPECIAL PROVISIONS - Continued 9. For all other types of construction included in this provision, (including but not limited to channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 10. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Project Engineer for review and approval 10 days prior to the beginning of work. The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer. To facilitate the establishment of these lines and elevations, the Contracting Agency will provide the Contractor with primary survey control information consisting of descriptions of two primary control points used , for the horizontal and vertical control, and descriptions of two additional primary control points for every additional three miles of project length. Primary control points will be described by reference to the project alignment and the coordinate system and elevation datum utilized by the , project. In addition, the Contracting Agency will supply horizontal coordinates for the beginning and ending points and for each Point of .�. Intersection (PI) on each alignment included in the project. The Contractor shall ensure a surveying accuracy within the following tolerances: Slope stakes Subgrade grade stakes set 0.04 feet below grade Vertical Horizontal ±0.10 feet ±0.10 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) (G&O #13549) 1-19 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 — 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Stationing on roadway Alignment on roadway SurFacing grade stakes N/A ±0.1 feet N/A ±0.04 feet ±0.01 feet ±0.5 feet (parallel to alignment) ±0.1 feet (normal to alignment) Roadway paving pins for -' surfacing or paving ±0.01 feet ±0.2 feet (parallel to alignment) ±0.1 feet � (normal to alignment) The Contracting Agency may spot-check the Contractor's � surveying. These spot-checks will not change the requirements for normal��checking by the Contractor. ; When staking roadway alignment and stationing, the Contractor shall perform independent checks from different secondary control to ensure — — that the points staked are within the specified survey accuracy tolerances. The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received. Contract work to be performed using contractor-provided stakes shall not begin until the stakes are approved by the Contracting Agency. Such approval shall not relieve the Contractor of responsibility for the accuracy of the stakes. � Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer. (January 14, 2014 COB) Licensed Surveyors The Contractor shall be responsible for reestablishing or locating legal survey markers such as GLO monuments or property corner monuments, conduct boundary surveys to determine Contracting Agency right-of-way locations, and obtain, review and analyze deeds and records as necessary to determine these boundaries. The Contracting Agency will provide "rights of entry" as needed by the Contractor to perform the work. (G&O #13549) 1-20 1 ' 1 ' ' ' ' , ' ' ' ' 1 � ' , ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued The Contractor shall brush out or clear and stake or mark the right-of-way lines as designated by the Engineer. The Contractor shall inform the Engineer when monuments are discovered that were not identified in the Plans and construction activity may disturb or damage the monuments. All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the project or be replaced at Contractors expense. When required, the Contractor shall prepare and file a Record of Survey map in accordance with RCW 58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will provide all existing base maps, existing horizontal and vertical control, and other material available with Washington State Plane Coordinate information to the Contractor. The Contracting Agency will also provide maps, plan sheets, and/or aerial photographs clearly identifying the limits of the areas to be surveyed. The Contractor shall establish Washington State Plane Coordinates on all points required in the Record of Survey and other points designated in the Contract documents. Existing right of way documentation, existing base maps, existing horizontal and vertical control descriptions, maps, plan sheets, aerial photographs and all other available material may be viewed by prospective bidders at the office of the Project Engineer. The Contractor shall perform all of the necessary calculations for the contracted survey work and shall provide copies of these calculations to the Contracting Agency. Electronic files of all survey data shall be provided and in a format acceptable to the Contracting Agency. All survey work performed by the Contractor shall conform to all applicable sections of the Revised Code of Washington and the Washington Administrative Code. The Contractor shall provide all traffic control, signing, and temporary traffic control devices in order to provide a safe work zone. Payment Payment will be made in accordance with Section 1-04.1 for the following bid item when included in the proposal: "Roadway Surveying," lump sum. (G8�0 #13549) 1-21 1 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The lump sum contract price for "Roadway Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, coordination efforts, monument staking, record of survey, and all required survey tasks for the project. 1-05.7 Removal of Defective and Unauthorized Work (June 16, 2006 G&O GSP) This Section is supplemented with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Contracting Agency, or fails to perform any part of the Work required by the Contract, the Engineer may correct and remedy such work as may be identified in the written notice with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. -If the-Contractor-fails-to comply with a-written order to-remedy what the- Engineer determines to be an emergency or urgent situation, the Contracting Agency may have the defective work corrected immediately, have the rejected work removed and replaced, or have work that the Contractor refuses or fails to perform completed by others. An emergency or urgent situation is any situation when, in the opinion of the Engineer, a delay in taking remedial action could be potentially unsafe and may cause risk of personal injury, property damage, or economic loss to the public, the Work, or the Contracting Agency. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Contracting Agency from monies due, or to become due, the Contractor. Such direct and indirect costs shall include, without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's defective or unauthorized work. No extension of the Contract time or additional compensation will be allowed because of any delay in the performance of the Work attributable to the Contracting Agency's exercise of its rights provided by this Section. The rights provided to the Contracting Agency by this Section shall not diminish the Contracting Agency's right to pursue any other or additional (G8�0 #13549) 1-22 ' ' ' ' ' ' ' , ' ' ' ' ' , ' , ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 SPECIAL PROVISIONS - Continued remedy with respect to the Contractor's failure to perform the Work as required. 1-05.11 Finallnspection (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (New Section) (June 16, 2006 G&O GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the Work to be substantially complete, the Contractor shall notify the Engineer in writing and request that the Engineer establish the Substantial Completion Date. The Contractor's notice shall list the specific items of the Work that remain to be completed in order to achieve physical completion. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion' The Engineer may also establish the Substantial Completion Date unilaterally. If, after inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will establish the Substantial Completion : Date. If, after inspection, the Engineer does not consider the Work to be : substantially complete and ready for its intended use, the Engineer will notify the Contractor in writing and provide the reasons therefor. Upon receipt of written notice either establishing the Substantial Completion Date or informing the Contractor that the Work is not substantially complete, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach substantial completion and physical completion of the Work. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for final inspection. (G&O #13549) 1-23 1 SPECIAL PROVISIONS - Continued ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the Work to be physically complete and ready for final inspection, the Contractor shall provide written notice to the Engineer requesting a final inspection. The Engineer will then schedule a date for final inspection. The Engineer and the Contractor will then make a final inspection, and the Engineer will notify the Contractor in writing of all pa�ticulars in which the final inspection reveals the Work to be incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until the listed deficiencies have been completed. This process will continue until the Contracting Agency is satisfied the listed deficiencies have been corrected and the Work is physically complete. If action to correct the listed deficiencies is not initiated within seven days after receipt of the written notice listing the deficiencies, the Contracting Agency may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. —T-he Contractor -will not be allowed- any-extension-of the-Contract time or- additional compensation because of a delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete. That date shall constitute the Physical Completion Date of the Contract, but shall not constitute acceptance of the Work or imply that all the obligations of the Contractor under the Contract have been fulfilled. Add the following new section: 1-05.12(1) 2-Year Guarantee Period (March 8, 2013 APWA GSP) The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within two years after Final Acceptance of the Work. The Contractor shall start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by ' ' ' ' ' � — �— �� � ' � � ' ' ' � (G&O #13549) 1 � � � ' ' ' ' ' ' ' ' 1 , 1 ' ' � ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for two years after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraph of this Section. 1-05.14 Cooperation With Other Contractors (March 13, 1995) This Section is supplemented with the following: Other Contracts or Other Work It is anticipated that the following work adjacent to or within the limits of :• this project will be performed by others during the course of this project and will require coordination of the work: Puget Sound Energy — Relocation of utility poles, overhead power lines and associated facilities. CenturyLink — Relocation of utility pedestals and overhead lines. Comcast — Relocation of utility pedestals and overhead lines. Convergence Technologies — Relocation of utility pedestals and overhead lines. Cascade Gas — Relocation of gas mains. KPUD — Relocation of overhead lines. (G&O #13549) 1-25 1 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1_9_. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read: All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic formats such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. Add the following new section: 1-05.16 Water and Power (New Section) (October 1, 2005 APWA GSP) — _T_he Contractor shall make necessa .ry-arrangements, and shall-bear— the costs for power and water necessary for the perFormance of the work, unless the Contract includes power and water as a pay item. Add the following new section: 1-05.17 Oral Agreements (October 1, 2005 AWPA) No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. (G&O #13549) 1-26 , ' ' , 1 ' 1 ' 1 1 1 ' ' , � , 1 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 1-06 CONTROL OF MATERIAL (August 6, 2012) In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American-made materials only. Buy America does not apply to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. To further define the coverage, a domestic product is a manufactured steel material that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the Buy America requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing, and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a Open hearth furnace. (G&O #13549) 1-27 ' a SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 2. 3. b c d Basic oxygen. Electric furnace. Direct reduction. Rolling, heat treating, and any other similar processing. Fabrication of the products. a. b. c. Spinning wire into cable or strand. Corrugating and rolling into culverts. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being -incorporated into- the-permanent- work. T-he certification shall- be on-DO-T—Form 350-109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF. 'i-06.'i Approval of Materials Prior to Use (January 3, 2012 G&O GSP) This Section is supplemented with the following: The Contractor shall be responsible for the accuracy and completeness of the information contained in each QPL and RAM submittal and shall ensure that all material, equipment or method of work shall be as described in the QPL and approved RAM. The Contractor shall verify that all features of all products conform to the requirements of the Contract and Plans. The Contractor shall ensure that there is no conflict with other submittals and specifically notify the Contracting Agency in each case where the Contractor's submittal may affect the work of another contractor or the Contracting Agency. The Contractor shall ensure coordination of submittals among the related crafts and subcontractors. If the Contractor proposes to provide material, equipment, or a method of work, which deviates from the Contract, the Contractor shall indicate so on the transmittal form accompanying the QPL and/or RAM submittals and submit a written request to the Engineer for approval of the proposed substitution. (G&O #13549) �id�:j ' ' ' ' 1 ' , � ' LJ ' ' , ' ' ' ' 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued Submittals required for the Work shall include any or all of the following; as required by the Contract: a. Manufacturer's literature b. Shop drawings c. Material samples d. Test reports Timing of Product Submittals All submittal information shall be sent to the Engineer through the Contractor. All submittals shall be provided far enough in advance of installation to allow sufficient time for reviews and necessary approvals. The Contractor shall allow at least 14 calendar days for the Engineer's review of all submittals. Number of Submittals The Contractor shall submit four (min.) copies of each QPL and RAM submittal. One (min.) copy will be returned to the Contractor and three (min.) will be retained by the Contracting Agency and Engineer. In lieu of submitting hard copies the Contractor may submit QPLs and RAMs electronically. Resubmittals When a submittal is resubmitted for any reason, it shall be resubmitted referencing the previous RAM # and the number of times it has been resubmitted (RAM # - times resubmitted). Delays All costs of delays caused by the failure of the Contractor to provide submittals in a timely manner will be borne by the Contractor. Payment The cost to prepare and submit submittals, equipment manuals, testing, and materials samples shall be included in the bid prices for various items associated with the required submittals. (G80 #13549) 1-29 ' SPECIAL PROVISIONS - Continued ' � 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20_ 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1-06.1(2) Request for Approval of Material (RAM) (June 16, 2006 G&O GSP) This Section is supplemented with the following: Submittal Information Shop, catalog, and other appropriate drawings shall be submitted to the Engineer for review prior to fabrication or ordering of all equipment or materials specified. Submittal documents shall be clearly edited to indicate only those items, models, or series of materials or equipment which are being submitted for review. All extraneous materials shall be crossed out or otherwise obliterated. Shop drawings shall be submitted in the form of blue-line or black-line prints of each sheet. Blueprint submittals will not be acceptable. All shop drawings shall be accurately drawn to a scale sufficiently large enough to show pertinent features and methods of connection or jointing. Figure dimensions shall be used on all shop drawings, as opposed to scaled_dimensions.— — — — — — — -- -- - All shop drawings shall bear the Contractor's certification that the Contractor has reviewed, checked, and approved the shop drawings. 1-06.2(2)B Financial Incentive (February 15, 2008 G8�0 GSP) Delete the first sentence of the first paragraph of this Section. 1-06.4 Handling and Storing Materials (June 16, 2006 G&O GSP) This Section is supplemented with the following: The Contractor may be required to provide off-site storage of equipment and materials to enable construction to occur at the construction site. The Contractor has full responsibility to secure all off-site storage areas, if needed, and shall include the costs for providing such storage areas in the Proposal for the individual equipment and material bid items requiring off- site storage. All off-site storage areas shall be fenced, secure and have access restricted or withheld from the general public. Potential Laydown Areas: Property owners adjacent to the site who have expressed a willingness to negotiate with a Contractor for use of their site are: ' �� 1 ' � � � � � � a � 1 ' ' ' (G&O #13549) 1-30 � � ' , ' � ' , lJ ' ' ' ' ' 1 ' � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 2310 Wheaton Way (Parking lot across from Bay Bowl) Owner: Chris Campana Phone: (360) 649-7575 Email: aqizzaboy�hotm�il.com Negotiations for property usage shall be solely between the Contractor and the property owner. The City will require proof that such arrangements have been completed prior to any area being utilized. 1-07.1 Laws to be Observed (June 16, 2006 G&O GSP) This Section is supplemented with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). All Work under this Contract shall be performed in a safe manner. The Contractor and all Subcontractors shall observe all rules and regulations of the Washington State Department of Labor and Industries, rules and regulations of OSHA, WISHA or any other jurisdiction, and all other applicable safety standards. The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the Work. This requirement shall apply continuously and not be limited to normal working hours. The Engineer's review of the Contractor's work plan, safety plan, construction sequence, schedule or performance does not and is not intended to include review or approval of the adequacy of the Contractor's safety measures in, on, or near the construction site. The Engineer does not purport to be a safety expert, is not engaged in that capacity under this Contract, and has neither the authority nor the responsibility to enforce construction safety laws, rules, regulations, or procedures, or to order the stoppage of Work for claimed violations thereof. The Contractor shall exercise every precaution at all times for the prevention of accidents and the protection of persons (including employees) and property. All exposed moving parts of equipment capable (G8�0 #13549) 1-31 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 of inflicting injury by accidental contact shall be protected with sturdy removable guards in accordance with applicable safety regulations. (April 3, 2006) Confined Space Confined spaces are known to exist at the following locations: Manholes, catch basins and utility vaults. The Contractor shall be fully responsible for the safety and health of all on-site workers and compliant with Washington Administrative Code (WAC 296-809). The Contractor shall prepare and implement a confined space program for the work. fVo work shall be performed in or adjacent to the confined space until the Contractor has prepared and implemented the confined space program. All costs to prepare and implement the confined space program shall be included in the bid prices for the various items associated with the confined space work. 1-07.2 Sales Tax Delete this section, including its sub-sections, in its entirety and replace it with the following: 1-07.2 Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rufes. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA funded project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of (G&O #13549) 1-32 ' ' 1 ' ' , � , � ' ' � ' �j ' , , 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work perFormed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. (G&O #13549) 1-33 1 ,, SPECIAL PROVISIONS - Continued ' � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 - 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.5 Environmental Regulations This Section is supplemented with the following: (September 20, 2010) � Environmental Commitments The following Provisions summarize the requirements, in addition to those required elsewhere in the Contract, imposed upon the Contracting Agency by the various documents referenced in the Special Provision PERMITS AND LICENSES. Throughout the work, the Contractor shall comply with the following requirements: (August 3, 2009) — The intentional bypass - stormwater — from - all or any portion of a stormwater treatment system is prohibited without the approval of the Engineer. (August 3, 2009) Payment All costs to comply with this special provision for the environmental commitments and requirements are incidental to the contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the associated bid prices of the contract. 1-07.6 Permits and Licenses This Section is supplemented with the following: (September 20, 2010) The Contractor shall be required to obtain a City of Bremerton business license. All costs to prepare and obtain the license shall be included in the bid prices. The Contracting Agency has obtained the below-listed permit(s) for this project. A copy of the permit(s) is attached as an appendix for informational purposes. All contacts with the permitting agency concerning the below-listed permit(s) shall be through the Engineer. The Contractor shall obtain additional permits as necessary. All costs to obtain and comply with additional permits shall be included in the applicable bid items for the work involved. Copies of these permits are required to be onsite at all times. (G&O #13549) 1-34 1 ' ' ' ' � — -� � � � � ' 1 ' ' 1 � ' , ' ' � , � ' � ' � ' ' � ' ' � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued DOE Construction Stormwater General Permit, see Special Provision 8-01 1-07.7 Load Limits (March 13, 1995) This Section is supplemented with the following: If the sources of materials provided by the Contractor necessitate hauling over roads other than Contracting Agency roads, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1-07.9 Wages 1-07.9(5j Required Documents (January 24, 2011 APWA GSP) Supplement this Section with the following: The Contractor or subcontractor directly contracting for "Off-Site, Prefabricated, Non-Standard, Project Specific Items" as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of Labor and Industries [form F700-164-000]. The Contractor shall include language in its subcontracts requiring subcontractors and lower-tier subcontractors to comply with the reporting requirements for "Off-Site, Prefabricated, Non- Standard, Project Specific Item" on the Affidavit of Wages Paid form addendum. The reporting requirement for Items shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013. "Off-site, prefabricated, nonstandard, project specific items" means products or items that are: 1 2 Made primarily of architectural or structural precast concrete, fabricated steel, pipe and pipe systems, or sheet metal and sheet metal duct work; and Produced specifically for this Project and not considered to be regularly available shelf items; and (G&O #13549) 'I-35 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 3 � Produced or manufactured by labor expended to assemble or modify standard items; and Produced at an off-site Iocation outside the State of Washington. The Contractor or subcontractor shall comply with the reporting requirements and instructions on the Affidavit of Wages Paid form, and shall report the following information on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of "Off-Site, Prefabricated, Non- Standard, Project Specific" items: 1. The estimated cost of the project; 2. The name of the Contracting Agency and the project title; 3. The contract value of the off-site, prefabricated, nonstandard, project specific items produced outside of Washington State, including labor and materials; and 4. The name, address, and federal employer identification number of the contractor that produced the off-site, prefabricated, nonstandard, project specific items. The Contracting Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the "Off-Site Prefabricated Non=Standard Project Specific Items" reporting requirements more than one time as determined by the Department of Labor and Industries. 1-07.13 Contractor's Responsibility for Work (March 31, 2010 G&O GSP) 1-07.13(1) General Delete this Section in its entirety and replace it with the following: All work and material for the contract, including any change order work, shall be at the sole risk of the Contractor until the entire improvement has been completed as determined by the Engineer, except as provided in this Section. The Contractor shall rebuild, repair, restore, and make good all damages to any portion of the permanent or temporary work occurring before the physical completion date and shall bear all the expense to do so. (G&O #13549) 1-36 1 ' � , , ' , ' ' ' ' ' ' ' 1 ' , ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued If the performance of the work is delayed as a result of damage by others, an extension of time will be evaluated in accordance with Section 1-08.8. Nothing contained in this Section shall be construed as relieving the Contractor of responsibility for, or damage resulting from, the Contractor's operations or negligence, nor shall the Contractor be relieved from full responsibility for making good any defective work or materials as provided for under Section 1-05. 1-07.16 (1) Private/Public Property (August 1, 2009 G&O GSP) This Section is supplemented with the following: The Contractor shall keep the Work site, staging areas, and Contractor's facilities clean and free from rubbish and debris. Materials and equipment shall be removed from the site when they are no longer necessary. Damage and Claims Along the street to be improved there are privately owned improvements on the properties abutting the right-of-way. Even though all reasonable precaution is to be taken by the Contractor, these improvements may in some instances be damaged. In the event such occurs, and claims for damages are filed by the property owners, the Contracting Agency will request the Contractor to provide evidence that the Contractor has requested its insurance company to contact the claimant. Any settlement for claims for damage to private property shall be by and between the claimant, the Contractor, and the Contractor's insurance company. 1-07.17 Utilities and Similar Facilities (January 3, 2012) This Section is supplemented with the following: Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Utility Locations The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience. (G&O #13549) 1-37 ' SPECIAL PROVISIONS - Continued 1 Telephone Water/Sanitary CenturyLink City of Bremerton Contact: Dan O'Toole611 6th Contact: Ned Lever Street 3027 Olympus Drive Bremerton, WA 98337 Bremerton, WA 98310 360.478.5930 360.473.2398 Storm Sewer Gas City of Bremerton Cascade Gas Contact: Gunnar Fridriksson Contact: Mike Dunn 3027 Olympus Drive 6313 Kitsap Way Bremerton, WA 98310 Bremerton, WA 98312 360.473.2354 360.373.1403 Power Cable Puget Sound Energy Comcast Contact: Tom Brobst Contact: Jim LeCompte 6522 Kitsap Way 1225 Sylvan Way — Bremerton, WA 98312 —-- Bremerton, WA 98310 — -- — 360.475.7020 360.340.1288 Fiber Optic Cable Fiber Optic Cable Convergence Technologies Kitsap Co. PUD Contact: John Stockwell Contact: Matt Hensen 900 Sheridan Road 1431 Finn Hill Road Bremerton, WA 98310 Poulsbo, WA 98370 360.405.1231 360.509.8925 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Section is supplemented with the following: Public and private utilities, or their Contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. 1-07.17(2) Utility Construction, Removal, or Relocation by Others (February 15, 2008 G8�0 GSP) Delete this Section in its entirety and replace with the following: Any authorized agent of the Contracting Agency or utility owners may enter the right-of-way to repair, rearrange, alter, or connect their equipment. The Contractor shall cooperate with such effort and shall (G&O #13549) 1-38 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 avoid creating delays or hindrances to those doing the work. As needed, the Contractor shall arrange to coordinate work schedules. The Contractor shall carry out the Work in a way that will minimize interference and delay for all forces involved. Any costs incurred prior to the utility owners anticipated completion (or if no completion is specified, within a reasonable period of time) that results from the coordination and prosecution of the Work regarding utility adjustment, relocation, replacement, or construction shall be at the Contractor's expense as provided in Section 1-05.14. The Contractor shall coordinate all work with the various utility companies and their Contractors. The Contractor, when scheduling his work crews, shall use production rates that anticipate the need to provide block-outs and/or gaps in the driveways, curb and gutter, and/or pavement sections where existing utility structures currently exist, and then come back at a later time to construct the missing sections after the utility has been relocated or adjusted by the applicable utility. The Contractor shall assume that the utilities will not be relocated prior to construction of this project nor at his convenience during the course of construction. As such, the Contractor shall assume such, and schedule his crews and his subcontractors to remobilize to the various sites and temporarily relocate his or his subcontractor's crews to other areas of the project and complete other unaffected portions of the project in order to coordinate the relocation of the utilities with the various utility companies. There shall be no additional money or time due the Contractor for leaving gaps or for buck-out construction, remobilization, demobilization, out of sequence construction, relocation of work crews, and construction of curb, gutter, or driveway patches after the utility has been relocated. It is the intent of these Specifications that the Contractor diligently pursue other work on the site when such conflicts occur and recognize and plan for the inherent inefficiencies and impaired production rates. Payment All costs to comply with this Section and repair specified in this Section, unless otherwise stated, are incidental to the Contract and are the responsibility of the Contractor. The Contractor shall include all related costs in the bid prices of the Contract. (G&O #13549) 1-39 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1-07.18 Public Liability and Property Damage Insurance (November 24, 2010 G&O GSP) Delete this Section and replace it with the following: 1-07.18(1) General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer (including financial condition), terms and coverage, the Certificate of Insurance, and/or endorsements. B.- --T-he Gontractor shall keep this-insur-ance-in foree during the— -- term of the Contract and for thirty (30) days after the Physical Completion Date, unless otherwise indicated. C. All insurance coverage required by this section shall be written and provided by "occurrence-based" policy forms rather than by "claims made" forms. � D. The insurance policies shall contain a"cross liability" provision. E. The Contractor's and all subcontractors' insurance coverage shall be primary and non-contributory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage. F. The Contractor shall provide the Contracting Agency and all Additional Insured with written notice of any policy cancellation and the date of effective cancellation within 2 business days of receipt. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). (G&O #13549) 1-40 , 1 ' , ' ' ' ' ' 1 � 1 ' 1 1 1 ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued H. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of Contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made. 1-07.18(2) •Additional Insured All insurance policies, with the exception of Workers Compensation, shall name the following listed entities as additional insured(s): • The Contracting Agency and its officers, elected officials, employees, agents, and volunteers; • Gray & Osborne, Inc. The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by the Contractor. 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon request of the Contracting Agency, the Contractor shall provide evidence of such insurance. (G&O #13549) 1-41 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. The certificate or an endorsement form shall indicate the Contractor's insurance is primary and non-contributory. 2. The Contractor shall obtain endorsement forms CG 2010 07 04, CG 2032 07 04 and CG 2037 07 04 or the equivalent of each, naming the Contracting Agency and all other entities listed in 1-07.18(2) as Additional Insured(s) and showing the policy number. If the Contractor is unsuccessful in securing these endorsements after exerting commercially reasonable — -efforts,- the-Contractor-shall-obtain other endorsements- providing equivalent protection to the Additional Insured. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. Commercially reasonable efforts shall be evidenced by a signed statement by the Contractor's insurance broker indicating that endorsement forms CG 2010 07 04, CG 2032 07 04 and CG 2037 07 04 are not available and the endorsements submitted provide equivalent protection to the Additional Insured. 3. Any other amendatory endorsements to show the coverage required herein. 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim payments falling within the deductible shall be the responsibility of the Contractor. (G&O #13549) 1-42 1 ' 1 ' ' ' 1 ' , ' 1 1 ' ' 1 , 1 ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 SPECIAL PROVISIONS - Continued 1-07.18(5)A Commercial General Liability A policy of Commercial General Liability Insurance, including: Per project aggregate Premises/Operations Liability Products/Completed Operations — for a period of 3 years following final acceptance of the work. Personal/Advertising Injury Contractual Liability Independent Contractors Liability Stop Gap / Employers' Liability Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits: $1,000,000 Each Occurrence $2,000,000 - General Aggregate $2,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury, each offence Stop Gap/Employers' Liability $1,000,000 Each Accident $1,000,000 Disease - Policy Limit $1,000,000 Disease - Each Employee 1-07.18(5)B Automobile Liability Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported. Such policy(ies) must provide the following minimum limit: $1,000,000 combined single limit 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington. (G8�0 #13549) 1-43 SPECIAL PROVISIONS - Continued � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 -20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1-07.18(5)D Coverage for Working On, Over, or Near Navigable Waters If this Contract involves work on or adjacent to navigable water, as defined by the U.S. Department of Labor, the Contractor shall provide proof of insurance coverage in compliance with the statutory requirements of the U.S. Longshore and Harbor Workers' Compensation Act (administered by the U.S. Department of Labor). If the Contractor is working from barges or any other watercraft, owned or non-owned, the Contractor must maintain Protection and Indemnity (P&I) insurance providing coverage for actions of the crew to third parties to the same limits stated under Section 1-07.18(5)A for Commercial General Liability Insurance. The Contractor must also provide proof of insurance coverage in compliance with the statutory requirements of the Merchant Marine Act of 1920 (the "Jones Act"). 1-07.18(5)E Builders Risk Insurance The Contractor -shall-purchase-and-maintain-Builders -Risk-insurance- covering interests of the Contracting Agency, the Contractor, Subcontractors, and Sub-subcontractors in the work. Builders Risk shall be required for all new structures on the project. A structure is any equipment, facility, building, bridge, retaining wall, or tank extending four feet or more above adjacent grade; or any facility less than four feet above adjacent grade, designed for human access, and containing more than $50,000 worth of electrical or mechanical equipment. Poles, light standards, or antenna less than 50 feet in height and less than two feet in diameter shall not be considered structures. Builders Risk insurance, when required, shall be on an all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including flood, earthquake, theft, vandalism, malicious mischief and collapse. The Builders Risk insurance, when required, shall include coverage for temporary buildings, debris removal, and damage to materials in transit or stored off-site. Such insurance shall cover "soft costs" including but not limited to design costs, licensing fees, and architect's and engineer's fees. Builders Risk insurance shall be written in the amount of the completed value of the applicable portions of the project, with no coinsurance provisions. The Builders Risk insurance covering the Work shall have a deductible of $5,000 for each occurrence, which will be the responsibility of the Contractor. Higher deductibles for flood, earthquake and all other perils may be accepted by the Contracting Agency upon written request by the Contractor and written acceptance by the Contracting Agency. Any ' , 1 ' � � — �- � � � � � ' ' ' � (G&O #13549) 1 � ' 1 ' 1 ' ' 1 1 1 ' l� ' , ' 1 ' Ll ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued increased deductibles accepted by the Contracting Agency will remain the responsibility of the Contractor. The Builders Risk insurance shall be maintained until the Physical Completion Date. The Contractor and the Contracting Agency waive all rights against each other and any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extent covered by Builders Risk insurance or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Liability for facilities not covered by Builders Risk shall remain the responsibility of the contractor. 1-07.18(5jF Excess or Umbrella Liability The Contractor shall provide Excess or Umbrella Liability coverage at limits of $2� million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage and employers liability. This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liability coverage, or any combination thereof. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction UnderTraffic (May 7, 2007 G&O GSP) Delete the second paragraph of this Section and replace it with the following: To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed in writing by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, and paths adjacent to the project limits when affected by the Contractor's (G8�0 #13549) 1 � SPECIAL PROVISIONS - Continued � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 operations. Snow and ice control will be performed by the Contracting Agency or the Project will be shutdown at the Contracting Agency's discretion. The Contractor shall perform the following: 1. 2. 3. 4. 5. Remove or repair any condition resulting from the�Work that might impede traffic or create a hazard. Keep existing traffic signal and street lighting systems in operation as the Work proceeds. � ., ci. Maintain the striping on the roadway. Maintain existing permanent signing. Keep drainage systems clean and allow for unobstructed flow of water. (January 2, 2012) This Section is supplemented with the following: Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor's operations and does not apply to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be - in accordance with adopted and approved Traffic Control Plans, and other contract requirements. During nonworking hours equipment or materials shall not be within the WZCZ unless they are protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above. 1 ' , ' ' � — — �- � � ' � � ' ' ' � (G&O #13549) 1-46 � ' ' ' 2 3 , 5 6 ' 7 , ' ' ' , ' ' t , �I ' ' 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ' SPECIAL PROVISIONS - Continued Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows: Distance From Regulatory Traveled Way Posted S eed Feet 35 m h or less 10* 40 m h 15 45 to 55 mph 20 60 mph or 30 reater "Ur Z-teet beyonci the outside eage or siaewaiK Minimum Work Zone Clear Zone Distance 1-07.24 Rights of Way (August 1, 2009 G&O GSP) Delete this section in its entirety, and replace it with the following: Street right� of way lines, limits of easements, and limits of construction : permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired (G&O #13549) 1-47 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. Each property owner shall be given a minimum of 3 working days notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained —or, in-the -case -of a release,- that-the -restoration -of the-property -has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. PUBLIC NOTIFICATION Each property owner shall be given a minimum of 3 working days notice prior to entry upon the owner's property by the City. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall notify the City 5 working days prior to performing any Work under this Contract to allow adequate notice to property owners. Failure on the Contractor's part to adequately notify the City will result in the work to be done being delayed until sufficient notice has been given. Notification shall be made to ensure that: 1 2 � (G&O #13549) Parked vehicles are moved; The public is aware that access may be temporarily impeded; The public is aware that private improvements within the Work area may be impacted. 1-48 lI � ' , , 1 ' � ' , ' ' ' 1 ' ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued Notification shall be as follows: A. Pre-notification to residents, and businesses shall be provided indicating the Contractor's intended construction schedule. This notification shall precede the work by a minimum of 10 calendar days. B. Final notification shall state the exact construction start date, after which any private improvements that remain within the right-of-way and/or easements will be subject to removal or relocation by the Contractor as indicated on the Plans and Section 1-07.16. This notification shall be made a minimum of 48 hours in advance of the construction start date. Any delay or shut down in the continuous prosecution of the Work, as specified, shall require another notification as described herein. Payment All costs to comply with this Section are incidental to the Contract and are the responsibility of the Contractor including any delay due to insufficient notice for the work. The Contractor shall include all related costs in the bid prices of the Contract. 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (New Section) (May 25, 2006 APWA GSP) 1-08.0(1) Preconstruction Conference (October 10, 2008 G&O GSP) Prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Contracting Agency, the Engineer and such other persons as may be invited. The purpose of the preconstruction conference will be: 1 2 To review the initial progress schedule; To establish a working understanding among the various persons associated with or affected by the Work; (G&O #13549) 1 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 3 4 5 6 To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; To establish normal working hours for the Work; To review traffic control; and To discuss such other related items as may be pertinent to the Work. The Contractor shall prepare and submit the following to the Engineer at the preconstruction meeting: 1 2 3 4 5 Breakdown of all lump sum items in the Proposal; A preliminary schedule for working drawing submittals; and A list of material sources for approval, if applicable. A labor and equipment list with rates for force account work to be reviewed and approved by the City. A list of emergency contacts for the project, including TC and TESC leads. Add the following new section: 1-08.0(2) Hours of Work (March 8, 2013 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5- day work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or longer than an 8-hour period on any day. The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the working day prior to the day for which the Contractor is requesting permission to work. (G&O #13549) 1-50 � , ' ' � ' � , , ' 1 ' � ' ' � ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or Engineer. These conditions may include but are not limited to: • The Engineer may require designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. • On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked during such times. • Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. • Considering multiple work shifts as multiple working days with respect to contract time, even though the multiple shifts occur in a single 24-hour period. ' 1-08.3(2)A Type A Progress Schedule (March 13, 2012 APWA GSP) Revise this section to read: The Contractor shall submit five copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of which format used, the schedule shall identify the critical path. The (G&O #13549) 1 1 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. 1-08.3(2)D Weekly Look Ahead Schedule �******� This Section is supplemented with the following: The Contractor shall attend a weekly construction meeting with the Contracting Agency. The meeting will include discussion of the weekly look ahead schedule review of the Contractor's progress, status of the work, resolve any quantity or force account disagreements, utility coordination, and review record drawings and traffic control. The Contractor's superintendent/foreman shall attend and participate in the weekly construction meeting which shall be held at a mutually agreed location, either the contractor's field office or the City's offices, and day of the week and time. 1-08.4 Prosecution of Work �******� Delete the first sentence of this Section and replace with the following: The Contract time shall begin upon issuance of the written notice to proceed. 1-08.5 Time for Completion (November 12, 2012 G&O GSP) Delete this Section in its entirety and replace with the following: The Contractor shall complete all Contract Work within the number of "working days" stated in the Contract Provisions or as extended by the Engineer in accordance with Section 1-08.8. Every day will be counted as a"working day" unless it is a nonworking day or an Engineer determined unworkable day. A nonworking day is defined as a Saturday, a Sunday, a day on which the Contract specifically suspends Work, or one of these holidays: January 1, the third Monday of January, the third Monday of February, Memorial Day, July 4, Labor Day, November 11, Thanksgiving, the day after Thanksgiving, and Christmas Day. When any of these holidays fall on a Sunday, the following Monday shall be counted a nonworking day. When the holiday falls on a Saturday, the preceding Friday shall be counted a nonworking day. The days between December (G&O #13549) 1-52 ' � ' ' ' ' lJ , �J , � � ' , ' 1 ' , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 25 and January 1 will be classified as nonworking days, provided the Contractor actually suspends performance of the Work. Any unworkable day is defined as a half or whole day the Engineer declares to be unworkable because of weather or conditions caused by the weather that prevents satisfactory and timely performance of the Work shown on the critical path of the Contractor's approved progress schedule. Other conditions beyond the control of the Contractor may qualify for an extension of time in accordance with Section 1-08.8. The Contract time shall begin on the first working day following the 10tn calendar day after the issuance of the written notice to proceed or the first day on which the Contractor begins to pertorm Work on the site, whichever first occurs. The Contract Provisions may specify another starting date for the Contract time, in which case time will begin on the starting date specified. Each working day shall be charged to the Contract as it occurs until the Work is physically complete. If requested by the Contractor in writing, the Engineer will provide the Contractor with a weekly statement that shows the number of working days: (1) charged to the Contract the week before; (2) specified for the substantial and physical completion of the Contract; and (3) remaining for the substantial and physical completion of the Contract. The statement will also show the nonworking days and any partial or whole days that the Engineer determines to be unworkable. If the Contractor disagrees with any statement issued by the Engineer, the Contractor shall submit a written protest within 10 calendar days after the date of the statement. The protest shall be sufficiently detailed to enable the Engineer to ascertain the basis for the dispute and the amount of time disputed. Any statement that is not protested by the Contractor as required in this Section shall be deemed as having been accepted. If the Contractor elects to work 10 hours a day for four days a week (a 4-10 schedule), the fifth day of the week of that week will be charged as a working day if that day would be chargeable as a working day if the Contractor had not efected to utilize the 4-10 schedule. The Engineer will give the Contractor written notice of the Completion Date of the Contract after all of the Contractor's obligations under the Contract have been performed by the Contractor. The following events must occur before the Completion Date will be established: 1 �� The physical Work on the project must be complete; and The Contractor must furnish all documentation required by the Contract and required by law, to allow the Contracting (G&O #13549) 1 , SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Agency to process final acceptance of the Contract. The following documents must be received by the Project Engineer prior to establishing a Completion Date: a. b. c. d. Certified payrolls (per Section 1-07.9(5)); Material acceptance certification documents; Final Contract voucher certification; Property owner releases required by Section 1-07.24. e. Affidavits of Wages Paid for the Contractor and all subcontractors must be submitted to the Contracting Agency. 1-08.8 Extension of Time (February 15, 2008 G&O GSP) Delete Item 6 of the third paragraph and replace it with the following: 6. If the actual quantity of Work performed for a bid item was more than the original Plan quantity and increased the duration of a critical activity, and if the total extended bid price for that item at time of award was equal to or greater than 10 percent of the total Contract price at time of-award. Extensions of time will be limited to only those bid items where the quantity exceeded the original Plan quantity by 25 percent or more. 1-08.9 Liquidated Damages (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: Time is of the essence of this Contract. All of the Work shall be completed within the time limits set forth in the Contract, and the Contractor's unexcused failure to do so shall result in liquidated damages being assessed as provided in the Contract Provisions. a. The Contractor acknowledges that the Contracting Agency will suffer monetary damages in the event of an unexcused delay in the substantial completion and physical completion of the Work. If the Contractor fails, without excuse under the Contract, or otherwise refuses to complete the Work within the Contract time, or any extension thereof granted by the (G&O #13549) 1-54 ' , , 1 � ' , , ' 1 ' 1 ' , 1 ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued Contracting Agency, the Contractor agrees to pay to the Contracting Agency the amount specified in the Contract Provisions, not as a penalty, but as liquidated damages for such breach of the Contract, for each and every calendar day that the Contractor shall be in default after the time stipulated in the Contract for substantial completion of the Work. b. The amount of liquidated damages is fixed and agreed upon by and befinreen the Contractor and the Contracting Agency because of the impracticability and extreme difficulty of determining the actual damages that the Contracting Agency would sustain. The amount of liquidated damages is specifically agreed to be a reasonable approximation of the damages which the Contracting Agency would sustain as a result of an unexcused delay in the substantial completion and the physical completion of the Work. The Contracting Agency may retain liquidated damages from progress payments that otherwise would be due to the Contractor. 1-09 MEASUREMENT AND PAYMENT 1-09.1(1) Quantity Reporting Requirements (October 3, 2002 COB) 1. General a. Requirement: Preparation of daily Quantity Reports generally as described in this Section is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily Quantity Reports is to create a valid, contemporaneous record of all bid-item work performed by the Contractor, with the goal of limiting disputes by tracking and agreeing on the various quantities of work as it is performed. The daily Quantity Reports required herein shall become the controlling record and source documentation of the work performed and the materials provided by the Contractor each day. c. Correction of Errors: Nothing in this Section shall bar later adjustment of quantities for the purpose of correcting errors or omissions when such adjustment is authorized by the Engineer. City and Contractor hereby agree that the Engineer's decision (G80 #13549) 1-55 ' SPECIAL PROVISIONS - Continued � ' 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. Labor including working foremen. Labor rates will include the basic wage and fringe benefits, current rates for Federal Insurance Compensation Act (FICA), Federal Unemployment Tax Act (FUTA) and State Unemployment Tax Act (SUTA), and the company's � ' ' ' ' � � � � � � 1 , 1 � regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1. d. Dispute Resolution: For the purposes of this Section only, daily Quantity Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction meeting and, to the extent possible, any dispute related to the quantity work performed during the preceding week shall be resolved and final bid item quantities agreed upon. 2. Daily Quantity Report a. Report Preparation: The Engineer will complete a daily Quantity report for each day that work is performed. The Contractor shall furnish any required material invoices or load reciepts to the Engineer each day in time for completion of the day's report. The Engineer and Contractor shall review each day's report not later than the end of the next business day. Both the Engineer and Contractor shall sign each day's Quantity Report, acknowledging —— the quantities of_work-and-materials-indicated-in the Report— A sample of the City-provided form that will be used for all such reports is included in the Appendix of these Special Provisions. 1-09.6 Force Account (June 16, 2006 G&O GSP) Delete this Section and replace it with the following: The cost to be included in the equitable adjustment for any changes directed or approved in accordance with Section 1-04.4, will be determined by one or more of the following methods: a . � Contract unit bid prices previously approved; or If there are no unit bid prices, an agreed lump sum; or c. If the amount of the adjustment cannot be agreed upon in advance or in the manner provided in subparagraph a. or b. above, the cost will be determined by the actual cost of: (G80 #13549) `�7� � 1 � � ' 1 ' ' , ' � ' � ' ' ' ' , ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 SPECIAL PROVISIONS - Continued present rates for medical aid and industrial insurance premiums; 2. Materials and equipment incorporated permanently into the Work; 3. The ownership or rental cost of equipment during the time of use on the extra Work. Equipment rates shall be as set forth in the then current AGC/WSDOT Equipment Rental Agreement. These rates shall be full compensation for all costs incidental to furnishing and operating the equipment. The Contractor shall submit copies of applicable portions of the AGC/WSDOT Equipment Rental Agreement to the Engineer; plus 4. Overhead and Profit as follows: For Work perFormed by the Contractor, an amount to be agreed upon but not to exceed 15 percent of the labor, material, and equipment cost agreed to by the Engineer as compensation for supervision, small tools, provisions for safety, home office and field overhead, profit and other general conditions expenses, including, but not limited to, insurance, bonds and business & occupation taxes. For Subcontractor work, the Subcontractor will be allowed an amount to be agreed upon but not to exceed 15 percent of the labor, material, and equipment cost agreed to by the Engineer as compensation for supervision, small tools, provisions for safety, home office and field overhead, profit and other general conditions expenses, including, but not limited to, insurance, bonds and business & occupation taxes. The Contractor will be allowed an additional markup of 10 percent to compensate the Contractor for all administrative costs, including home office and field overhead, profit, bonds, insurance, business & occupation taxes and any other costs incurred. In no case will the total fixed fee for the Contractor, all Subcontractors of all tiers exceed 30 percent. (G&O #13549) 1-57 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1-09.7 Mobilization Delete the second and third paragraph of this Section. This Section is supplemented with the following: Throughout construction and until the Physical Completion Date, the Contractor shall thoroughly comb and search the Work • site and surrounding area and remove any waste construction material, empty containers, litter and other debris, whether or not deposited by the Contractor, and tidy up the surrounding general area to make it neat in appearance. . ROUTINE CLEANING A. General: 1. Maintain all stored materials and equipment in an orderly fashion allowing maximum access, not impeding drainage, pedestrian or vehicle traffic. 2. Do not allow the accumulation of scrap, waste material, used containers, debris and other items not required for the Work. 3. At least once a week, and more often if necessary, completely remove all scrap, debris, and waste material from the Work site. 4. Provide adequate storage for all materials awaiting removal from the Work site, observing all requirements for fire protection and protection of the environment. B. Site: 1. Daily, and more often if necessary, inspect the Work site and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage until they can be disposed of. 2. Weekly, and more often if necessary, inspect the arrangement of all materials and equipment stored on the Work site, re-stack, tidy or otherwise rearrange them to meet the requirements above. 3. Maintain the Work site at all times in a neat and orderly condition meeting the approval of the Contracting Agency. (G&O #13549) 1-58 ' ' ' ' , , ' ' ' , � � � ' � ' � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SPECIAL PROVISIONS - Continued FINAL CLEANING A. General: Prior to final inspection, remove from the Work site all tools, surplus materials, equipment, scrap, debris and waste. The Contractor shall thoroughly comb and search the surrounding area and remove any debris of any kind and tidy up the general area to make it neat in appearance, including removal of debris not deposited by the Contractor's operations. Payment "Mobilization, Cleanup, and Demobilization," lump sum. The lump sum contract payment shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in this Section. Payment for this item shall be made as follows: 1. Fifty percent of this item will be included in the first monthly pay estimate after the Contractor is in full operation and construction of the Work has began; 2. Forty percent of this item will be proportioned equally (based on the number of working days in the Contract) and included in each monthly pay estimate submitted by the Contractor. The Contractor shall provide regular and ongoing cleanup. Failure of the Contractor to provide regular ongoing cleanup will be cause for permanent forfeiture of the monthly payment for each month that the cleanup is not performed as required. If cleanup is not perFormed during a monthly pay period, it shall not be subject to reimbursement under any following monthly pay estimate, and the lump sum amount due will be adjusted accordingly. . 3. Ten percent of this item will be included in the estimate issued when the Physical Completion Date is achieved, including the removal of all equipment from the Work site. (G80 #13549) 1 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20_. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1-09.8 Payment for Material on Hand (June 16, 2006 G&O GSP) Delete the first paragraph of this Section and replace it with the following: The Contracting Agency may reimburse the Contractor for 90 percent of the invoice amount of the material and equipment purchased before their incorporation into the Work if they: 1 2 Meet the requirements of the Plans and Specifications; Are delivered to or stockpiled near the Work site or to another Engineer-approved storage site; and 3. Consist of: piping material, reinforcing steel, bronze plates, structural steel; machinery; piling, timber and lumber (not including forms and falsework), large signs unique to the Work, prestressed concrete beams or girders, or other material the Engineer may approve. 1-09.9 Payments �******� Delete the fourth paragraph and replace it with the following: Progress payments for completed work and material - on hand will be based upon progress estimates prepared by the Contractor. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the Final Payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determination. (G&O #13549) 1-60 ' , ' ' ' , ' ' LI , ' � ' , ' � ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVtSIONS - Continued 3. Materials on Hand — 90 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1 2 3 Retainage per Section 1-09.9(1), on non "FHWA funded" projects; The amount of Progress Payments previously made; and Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for work performed shall not be evidence of acceptable perFormance or an admission by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.13 Claims Resolution Delete this Section and replace it with the following: Venue for any lawsuit arising out of this contract or otherwise relating in any way to the Work shall be in the state courts in the county in which the Work site, or the primary Work site if there is more than one Work site, is located. The Contractor shall include a clause in all subcontracts providing that venue for all Subcontractor claims shall be in the state courts in the county in which the Work site, or the primary Work site if there is more than one Work site, is located. 1-09.13(3) Claims $250,000 or Less �******� Delete this Section. 1-09.13(3)A Administration of Arbitration �******� Delete this Section. (G&O #13549) 1 ' SPECIAL PROVISIONS - Continued 1 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20- 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1-09.13(3)B Procedures to Pursue Arbitration �******� Delete this Section. 1-09.13(4) Claims in Excess of $250,000 �******� Delete "in excess of $250,000" from the first sentence and add the sentence: Each party is responsible for its own attorney's fees and litigation costs. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2(1) General (December 1, 2008) This Section is supplemented with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, Washington 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Avenue North Seattle, Washington 98109 1-800-521-0778 or (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Federicksburg, Virginia 22406-1022 Training Department Toll Free (877) 642-4637 Phone (540) 368-1701 , , t � ' � — �— � �� � a � ' ' ' � (G&O #13549) 1-62 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1-10.2(2) Traffic Control Plans (March 31, 2010 G&O GSP) This Section is supplemented with the following: If traffic control plans are not included in the Contract Documents, the Contractor shall submit traffic control plans, for all work within the ROW, for the Engineer's review and approval. 1-10.4(3) Reinstating Unit Items with Lump Sum Traffic Control (August 2, 2004) This Section is supplemented with the following: The proposal contains the item "Project Temporary Traffic Control," lump sum and the additional temporary traffic control items listed below. The provisions of Section 1-10.4(1), Section 1-10.4(3) and Section 1-10.5(3) shall apply. "Traffic Control Supervisor" (G&O #13549) 1-63 1 , , ' 1 ' 1 1 , , ' � ' ' ' ' L� ' DIVISION 2 EARTHWORK 1 ' , ' ' ' � 1 ' ' ' � ' 1 ' � ' 1 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP 2-01.1 Description (December 7, 2006 G&O) This Section is supplemented with the following: Clearing and grubbing on this project shall be performed within the following limits: Within the construction area of Lower Wheaton Way and adjacent intersections, and within the right-of-way, utility easements, and construction easements where required. The area to be cleared and grubbed shall extend to 1 foot beyond the improvements (i.e., toe of fill, top of cut slope, fence, sidewalk, pavement removal area, pavement, curb, etc.) unless indicated otherwise on the Plans. The Contractor shall coordinate with the Engineer to protect and leave in place those trees, landscaping, or other items specifically identified to be saved. Where such is required, the Contractor shall flag those trees, shrubs, etc., to identify to his workforce their need to be saved. Existing landscaping, including but not limited to, rockeries, beauty bark, decorative gravel or rock, bushes, trees, and shrubbery within and/or adjacent to the work areas shall be protected from damage and/or removed and/or relocated as indicated on the Plans. The Contractor shall provide protection, removal, temporary or permanent relocation, watering, staking, etc., as directed by the Engineer. Unless indicated otherwise on the Plans, the property owners shall be allowed to remove and/or relocate trees, shrubs, irrigation, wood headers, ornamental plants, and any other decorative landscaping materials within the work areas that they wish to save. The Contractor shall remove and wastehaul all such items not removed by the property owner. Prior to the removal of the landscaping materials, the Contractor must receive approval from the Engineer to begin this work. If the Contractor removes or damages any existing vegetation, landscaping item or private irrigation system not designated for removal because of any act, omission, neglect or misconduct in the execution of the work, such items shall be restored or replaced in kind by the Contractor to a condition similar or equal to that existing before such damage or removal occurred at the Contractor's expense. (G&O #13549) 2-1 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 2-01.2 Disposal of Usable Material and Debris (December 7, 2006 G&O) Delete the third paragraph of this Section and replace with the following: Refuse and debris shall be loaded and hauled to a waste site secured by the Contractor and shall be disposed of in such a manner as to meet all requirements of state, county, and municipal regulations regarding health, safety and public welfare. 2-01.5 Payment (March 3, 2011 G&O) This Section is supplemented with the following: The lump sum contract price for "Clearing and Grubbing" shall include all costs associated with furnishing all labor, materials, tools, and equipment for completion of clearing and grubbing as indicated on the Plans and specified herein including, but not limited to, clearing and grubbing, wastehaul, coordination with property owners and Contracting Agency, protecting landscaping to remain, restoration/replacement of those items identified to be saved that are damaged by the Contractor, and landscaping relocations as indicated on the Plans and specified herein. 2-02 REiViOVAL OF STI2UCTURES AND OBSTRUCTIONS 2-02.1 Description (November 24, 2010 G&O) This Section is supplemented with the following: This work also consists of removing, handling and disposing of deleterious material or debris encountered during roadway, sidewalk, and trench excavation or other work as indicated on the Plans within the Project site, including, but not limited to, existing pipes, utility structures or appurtenances, riprap, buried concrete including thrust blocks, concrete footings and/or slabs, buried logs or debris, asphalt pavement, cement concrete pavement, sidewalks, fences, landscaping items, rock walls, signs and any and alf other structures and obstructions (unless a separate bid item has been provided for this work). All salvageable items shall be removed and delivered to the Contracting Agency unless indicated otherwise on the Plans. (G&O #13549) 2-2 ' 1 1 , ' ' ' ' 1 1 ' t ' ' � ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 2-02.3 Construction Requirements (January 7, 2013 G&O) This Section is supplemented with the following: The removal of any existing improvements shall be conducted in such a manner as not to damage utilities and any portion of the infrastructure that is to remain in place. Any deviation in this matter will obligate the Contractor at his own expense, to repair, replace or otherwise make proper restoration to the satisfaction of the Contracting Agency. When sawing of concrete or combinations of materials is required, the depth of cut shall be as required to accomplish the intended purpose, without damaging surfaces to be left in place and will be determined in the field to the satisfaction of the Engineer. Where the Plans call for the removal of a portion of an existing fence, the Contractor shall furnish and install a new fence end post (and concrete anchor) and attach or extend the existing fence that is to remain to the new fence end post. Unless otherwise indicated on the Plans or in the Special Provisions, all structures, castings, pipe and other material of recoverable value removed from the Project site shall be carefully salvaged and delivered to the Owner of said utility items in good condition and in such order of salvage as the Engineer may direct. Materials and other items deemed of no value by the Engineer shall be promptly removed, loaded and wastehauled by the Contractor and becomes his property, to be disposed of at his discretion, in compliance with regulatory requirements. Waste materials shall be loaded and hauled to a waste site secured by the Contractor and shall be disposed of in such a manner as to meet all requirements of state, county and municipal regulations regarding health, safety and public welfare. 2-02.3(3) Removal of Pavement, Sidewalks, Curbs and Gutters (January 4, 2010 G&O) This Section is supplemented with the following: Existing cement concrete sidewalks, roadway slabs, curbs, and curbs and gutters shall be removed at the nearest construction joint where possible, and removed and wastehauled as required for the construction of this Project. Where directed by the Engineer, cement concrete curbs or curb and gutter shall be saw-cut prior to removal. Existing pavement shall be (G&O #13549) 2-3 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 precut before commencing excavation and shall be removed as required for the construction. Where shown on the Plans or where directed in the field by the Engineer, the Contractor shall make a neat vertical saw-cut at the boundaries of the area to be removed. Care shall be taken during sawcutting so as to prevent damage to the existing asphaft concrete, or concrete, to remain in place. Any pavement or concrete damaged by the Contractor outside the area scheduled for removal due to the Contractor's operations or negligence shall be repaired or replaced to the Contracting Agency's satisfaction by the Contractor at no additional cost to the Contracting Agency. All cuts shall be continuous, full depth, and shall be made with saws specifically equipped for this purpose. No skip cutting or jack hammering will be allowed unless specifically approved otherwise in writing by the Engineer. Wheel cutting or jack hammering shall not be considered an acceptable means of pavement "cutting," unless pre-approved in writing by the Engineer. However, even if pre-approved as a method of cutting, no payment will be made for this type of work, and it shall be included in the various unit contract and lump sum prices listed in the Proposal. The location of all pavement cuts shall be pre-approved by the Engineer in the field before cutting commences. - All water and slurry material resulting from sawcutting operations shall not be allowed to enter the storm drainage or sanitary sewer system and shall be removed from the site and disposed of in accordance with the Washington State Department of Ecology regulations. 2-02.5 Payment (November 24, 2010 G&O) This Section is supplemented with the following: All costs for sawcutting as indicated in the Plans and as may be additionally necessary to construct the Project shall be included in the unit contract and lump sum prices as listed in the Proposal. No additional or separate payment will be made for sawcutting. The lump sum contract price for "Removal of Structure and Obstruction" shall be full compensation for furnishing all tools, labor, equipment, materials, and incidentals necessary for removing, loading, hauling, (G8�0 #13549) 2-4 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 relocating, disposing of, and/or delivering items as noted herein and directed in the field by the Resident Inspector, to include but not limited to, fees and permits related to disposal. It shall also include furnishing and installing new fence end posts (and concrete anchors), and attaching said end posts to the existing fence that is to remain in place. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements (January 7, 2013 G&O) This Section is supplemented with the following: The following items shall be followed if earthwork is to be performed in wet weather or in wet conditions: 1. Earthwork shall be performed in small sections to minimize exposure to wet weather. Excavation or the removal of unsuitable soil shall be followed immediately by the placement and compaction of a suitable thickness (generally eight inches or less) of clean structural fill. The size and/or type of construction equipment shall be selected as required to prevent soil disturbance. In some instances, it may be necessary to limit equipment size to minimize subgrade disturbance caused by equipment traffic. 2. During wet weather conditions, the allowable fines content of the gravel borrow shall be reduced to no more than 5 percent by weight based on the portion passing the 3/4-inch sieve. The sand equivalent shall be 50 percent minimum. 3. The ground surface in the construction area shall be graded to promote the rapid runoff of surface water and to prevent ponding of water. 4. No soil should be left uncompacted and exposed to moisture. A smooth drum vibratory roller, or equivalent, shall be used to seal the ground surface. 5. Excavation and placement of fill or backfill material will be observed by the Engineer, to determine that all work is being accomplished in accordance with the project specifications. (G&O #13549) 2-5 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 2-03.3(7)B Haul (January 7, 2013 G&O) Delete this Section and replace it with the following: There shall be no separate payment for haul of excess or unsuitable excavated material, or debris to the Contractor provided disposal site. The Contracting Agency is not providing a disposal site for this Project. All costs for haul shall be included in the bid prices for other work. 2-03.3(7)C Contractor-Provided Disposal Site (January 7, 2013 G&O) Delete the first paragraph and replace it with the following: The Contractor shall arrange for the disposal of the excess or unsuitable excavated material, or other materials at no expense to the Contracting Agency. �-03.3(10) Selectec9lVlaterial (January 7, 2013 G&O) Delete the second paragraph and insert the following in its place: Direct Hauling. If it is practical, the Contractor shall haul selected material immediately from the- excavation to its final place on the Roadbed. The Contracting Agency will pay for such Work at the unit Contract price for "Excavation, Backfill, Compaction and Grading for Roadway, Incl. Haul." 2-03.4 Measurement (January 7, 2013 G8�0) Delete all paragraphs under this Section and replace with the following: Only one determination of the original ground elevation will be made on this project. Measurement for Excavation, Backfill, Compaction and Grading for Roadway, Incl. Haul will be based on the original ground elevations recorded previous to the award of this contract. If discrepancies are discovered in the ground elevations, which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. (G&O #13549) 2-6 1 ' ' ' � ' ' 1 t ' , � ' , , , , , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method or by the finite element analysis method utilizing digital terrain modeling techniques. Copies of the original survey notes will be made available for the successful bidder's inspection if the Contract is awarded. Measurement for Excavation, Backfill, Compaction, and Grading for Roadway, Incl. Haul will be per cubic yard of excavation to the "neat lines" shown on the Plans. Measurement of Gravel Borrow, Incl. Haul will be per ton. Measurement of Unsuitable Foundation Excavation, Incl. Haul will be per cubic yard, as field measured in the excavated area (not truck measurement). 2-03.5 Payment (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the foilowing: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the Proposal: "Excavation, Backfill, Compaction and Grading for Roadway, Incl. Haul," per cubic yard. The unit contract price per cubic yard for "Excavation, Backfill, Compaction and Grading for Roadway, Incl. Haul" shall be full pay for all materials, tools, labor, and equipment necessary for excavation to the grade lines shown including, but not limited to, haul, shaping, and grading per Section 2-03, Subgrade Preparation per Section 2-06, Watering per Section 2-07, compacting, and loading, hauling to waste and disposing of all excess or unsuitable material, including logs, rocks, cobbles, etc. The unit contract price shall also include all costs required to uniformly grade and clean existing and/or new ditches to drain to existing and/or proposed drainage structures and the earthwork required for construction of driveways and retaining walls. The unit contract price shall also include all costs required to remove and wastehaul existing asphalt and/or concrete pavement, sidewalks, curbs and gutters located within the grade lines shown. All other existing pavement, sidewalks, curb and gutter, storm drainage structures, (G&O #13549) 2-7 , SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 abandoned utilities, and other such structures intended to be removed for the installation of the proposed improvements shall be paid under the contract item "Removal of Structure and Obstruction." In the event the Contractor overcuts a street, due to his oversight or error, the structural fill material (as approved by Owner) and compaction required to bring the roadway section back to subgrade elevation shall be furnished and accomplished at his sole expense, as no additional monies will be due the Contractor for this work. Should solid rock be encountered, the excavation, removal and wastehaul will be paid by change order per Section 1-04.4. Boulders or broken rock less than 2 cubic yards in volume will not be classified as solid rock, nor will so called "hard-pan" or cemented gravel, even though it may be advantageous to use explosives in its removal. "Gravel Borrow, Incl. Haul," per ton. The unit contract price per ton for "Gravel Borrow, Incl. Haul" shall be full pay for all costs relative to furnishing, hauling, placing, shaping and compacting the gravel borrow material, as indicated on the Plans, and as otherwise required and approved in the field by the Engineer. "Unsuitable Foundation Excavation, Incl. Haul," per cubic yard. In the event that the Engineer directs and authorizes the Contractor to excavate unsuitable material below design subgrade, then this additional excavation, to include collecting, loading, and wastehauling the material shall be measured and paid at the unit contract price per cubic yard for "Unsuitable Foundation Excavation, Incl. Haul." 2-04 HAUL (June 16, 2006 G&O) This Section is supplemented with the following: If the sources of materials provided by the Contractor necessitates hauling over any public roads, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. No separate monies will be due the Contractor for this work. (G&O #13549) 2-8 1 ' ' ' ' ' ' ' , ' � , ' ' , ' ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 SPECIAL PROVISIONS - Continued 2-06 SUBGRADE PREPARATION 2-06.3(1) Subgrade for Surtacing (June 16, 2006 G&O) This Section is supplemented with the following: 9. The grading shall be completed at least 300 feet ahead of the placing of gravel borrow or crushed surfacing base material. 2-07 WATERING 2-07.3 Construction Requirements (November 24, 2010 G&O) This Section is supplemented with the following: During construction, the Contractor shall have dedicated to the Project a suitable water truck that shall be operated as necessary to control dust. Failure to have a water truck immediately accessible to the job and failure to use a water truck for dust control shall be adequate reason for the Engineer to issue a suspension of work. A hydrant permit will be required to be secured by the Contractor for any necessary water. Water will be provided at the convenience of the Contracting Agency which reserves the right to control the location and � use of water based on the Contracting Agency's own needs. 2-07.5 Payment (November 24, 2010 G&O) This Section is supplemented with the following: The cost for all water permit(s), and furnishing and placing water shall be included in the unit contract price for "Excavation, Backfill, Compaction, and Grading for Roadway, Incl. Haul." (G&O #13549) 2-9 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 2-09 STRUCTURE EXCAVATION 2-09.3(1) General Requirements (August 1, 2009 G&O) This Section is supplemented with the following: When any Work is being considered by the Contractor in the vicinity of an existing utility, the Contractor shall so inform an authority of the particular utility in ample time so that the utility involved and the Contractor may take any precautions necessary to facilitate construction in the vicinity of the utility, and thereby protect that particular utility from damage. Protecting and Maintaining Utility Service The Contractor shall protect and maintain the operational service of existing utility systems in a continuous manner as possible. The Contractor shall have the approval from the Engineer and notification shall be given to the Contracting Agency before any disruptions of service in existing utilities will be allowed. The Contractor shall comply with all the conditions established by the Engineer and the Contracting Agency. The Contractor shall give the utility owner a minimum notice of 48 hours before disrupting any planned service interruption. No planned interruption to an existing system shall be allowed on Fridays, weekends, or holidays, unless specifically agreed to in writing by the Contracting Agency. Where services are to be shut down, affected parties shall be notified in writing by the Contractor (i.e., door hangers) at least 48 hours and not more than 72 hours in advance of the time and period of shut down. The Contractor shall make every effort to keep shut down schedules to periods of anticipated minimum usage and for the least period of time. Where the construction crosses or is adjacent to existing utilities, the Contractor shall exercise extreme care to protect such utilities from damage. Additionally, the Contractor shall review the Plans, the project site and familiarize himself with the various utilities and plan his construction activities in recognition that the very close proximity of existing utilities to the proposed work will adversely affect production rates of installation of the various planned improvements. The Contractor is hereby advised and cautioned that the location of existing utilities will be cause for considerable and extreme care and due diligence on the part of the Contractor. As such, work production rates are anticipated to be significantly impacted by their presence and normal production rates should not be anticipated, during construction by the Contractor for work in these areas. The Contractor shall anticipate minor alignment adjustments will also be required to accommodate the installation of utilities. (G&O #13549) 2-10 � ' , ' ' � ' ' � ' � ' ' 1 � , � � 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued 2-09.3(1)E Backfilling (February 17, 2009 G&O) This Section is supplemented with the following: Where existing and/or proposed ground contours prevent a minimum of 24 inches of cover above "flexible" storm pipe or where utility crossings necessitate, the Contracting Agency may direct the Contractor to install a controlled density fill encasement for the pipe. The encasement shall be constructed in accordance with the Plans and/or as directed in the field by the Contracting Agency. Material for encasement shall be controlled density fill per Section 2-09.3(1)E of the Standard Specifications. The pipe shall be securely held in place until the material has "set." Trenches located within roadways/drives shall be protected with H-20 steel plates, or Contracting Agency-approved equal, while the material sets. 2-09.3(5) Locating Utilities (March 3, 2011 G&O) This Section is supplemented with the following: A reasonable attempt has been made to locate known existing utilities; however, the exact location, and/or depth is unknown in most instances. It shall be the responsibility of the Contractor to locate existing utilities, to include their respective depths. The Contractor shall provide field exploration through vacuum excavation, potholing or other suitable means to locate more precisely existing underground utilities as to location and depth. The Contractor shall decide on the difficulties to be encountered in constructing the project, and determine therefrom the extent of exploration required to expedite the construction to first prevent damage to those utilities, and secondly to determine if the new construction is to go around, over or under the existing utility. Where underground utilities are found to be in the way of construction, such condition shall not be deemed to be a changed or differing site condition, and if necessary, minor pipe alignment or grade will be modified at no additional cost to the Contracting Agency. At a minimum, potholing will be required at all utility interties prior to trench excavation for connections and at all major utility crossings, and potential conflicts noted by underground location notification as may be directed by the Engineer. See Contract Plans for additional specific locations. (G&O #13549) 2-11 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 2-09.4 Measurement (March 3, 2011 G&O) This Section is supplemented with the following: Measurement for gravel backfill for walls will be per ton. Measurement for controlled density fill will be per cubic yard, measured in place. No specific unit of ineasurement shall apply to the lump sum item of locate existing utilities. 2-09.5 Payment (March 3, 2011 G&O) Delete all paragraphs under this Section and replace with the following: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the Proposal. "Gravel Backfill for Walls," per ton. The unit contract price per ton for "Gravel Backfill for Walls" shall be full pay for furnishing all labor, tools, equipment, and materials to furnish and install the placement of the backfill material as indicated on the Plans and specified herein. "Controlled Density Fill," per cubic yard. The unit contract price per cubic yard for "Controlled Density Fill" shall be full pay for furnishing all labor, tools, equipment, and materials to furnish and install the placement of the controlled density fill as indicated on the Plans and specified herein including, but not limited to, pipe encasements, pipe plugging or trench backfill. "Locate Existing Utilities," per lump sum. The lump sum contract price for "Locate Existing Utilities" shall be full compensation for all costs incurred by the Contractor in performing the work. This bid item shall be paid proportionate to the installation of all utilities, complete and in place. (G8�0 #13549) 2-12 � ' � ' L' 1 DIVISION 3 ' AGGREGATE PRODUCTION AND ACCEPTANCE ' 1 , � , � ' ' 1 ' � ' 1 3-01 PRODUCTION FROM QUARRY AND PIT SITES 2 3 3-01.2 Material Sources, General Requirement 4 5 3-01.2(1) Approval of Source 6 (August 16, 2012 G&O) 7 8 This Section is supplemented with the following: 9 10 The Contractor is responsible for all costs associated with approval of the 11 material source. (G&O #13549) 3-1 � ' L' ' ' ' , 1 1 , 1 � 1 1 ' � 1 � DIVISION 4 BASES � ' ' 1 , � � 1 ' ' � , ' ' 1 ' � � ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 4-04 BALLAST AND CRUSHED SURFACING 4-04.5 Payment (November 1, 2011 G&O) This Section is supplemented with the following: The unit contract prices for the various types of ballast, structural fill, crushed surfacing base course, and crushed surfacing top course materials shall include all costs for obtaining the materials, hauling the materials to the site, stockpiling, spreading, grading, shaping, compacting, and all other incidentals, complete, in place. Asphalt grindings are not subject to reimbursement under any of these bid items. (G&O #13549) 4-1 , , ' , � � DIVISION 5 � SURFACE TREATMENTS AND PAVEMENTS , ' ' � ' ' � ' ' � � Ll ' , ' , , � ' � 1 1 ' ' ' � � ' � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5-04 HOT MIX ASPHALT 5-04.3 Construction Requirements (January 7, 2013 G&O) This Section is supplemented with the following: Temporary HMA During the course of construction, it may be necessary to provide improved temporary vehicle and/or pedestrian access within the project limits. Such temporary access shall be provided by temporarily patching trench crossings or other areas with temporary HMA, until such time as the permanent surface restoration is installed. Locations shall include those areas specifically indicated on the Plans, directed by the Engineer or as further specified herein. This material will be furnished, placed, compacted, and removed and wastehauled at various locations throughout the project. The trenches and/or subgrade shall be thoroughly compacted and brought to a smooth grade prior to placing the material. It shall be placed, maintained (daily), and removed and wastehauled by the Contractor. Typical compacted depth will be 4 inches. Adjusting Structures to Grade All utility castings and monuments within the existing and/or new pavement area shall be referenced by the Contractor prior to any pavement removal or planing. The Contractor shall keep a record of such references, and submit a copy to the Contracting Agency. Existing structures and new structures shall be adjusted to the finished grade as shown on the Plans and as further specified herein. Existing boxes, rings, grates, covers, and lids shall be reset in a careful and workmanlike manner to conform to the required grades. The new and existing utility castings and monuments shall be adjusted to grade in the following manner: As soon as the street has been paved past each structure or casting, the asphalt concrete mat shall be scored around the location of the structure or casting. After rolling has been completed and the mat has cooled, it shall be cut along the scored lines. The structure or casting shall then be raised to finished pavement grade and the annular spaces filled as indicated on the Plans. The Contractor shal! install the pavement to give a smooth finished appearance. All covers, lids, frames, and grates shall be thoroughly cleaned. (G&O #13549) 5-1 , SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 After pavement is in place, all new pavement joints shall be sealed with a 6-inch-wide strip of hot asphalt sealer. A sand blanket shall be applied to the surFace of the hot asphalt sealer immediately after the placement of the sealer to help alleviate the tracking of the asphalt. The sealer shall meet the requirements of Section 9-04.2 of the Standard Specifications. 5-04.3(3)A Material Transfer DeviceNehicle (May 12, 2010 G8�0) Delete this Section in its entirety. 5-04.3(7)A2 Statistical or Nonstatistical Evaluation (November 20, 2013 APWA GSP) Delete this Section and replace it with the following: 5-04.3(7)A2 Nonstatistical and Commercial Evaluation Mix designs for HMA accepted by Nonstatistical or Commercial evaluation shall: • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2) and 9-03.8(6). v Have anti-strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti-strip and aggregate source compatibility from WSDOT lab testing. Anti-strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review: • The proposed mix design indicated on a WSDOT mix design/anti- strip report that is within one year of the approval date • The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. (G&O #13549) 5-2 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The mix design witl be perFormed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Evaluation of anti-strip additives are to be provided as part of the mix design acceptance criteria. Acceptable anti-strip evaluations include: (1) a WSDOT validated mix design showing the validated anti-strip additive and dosage; (2) an historic anti-strip determination from WSDOT not greater than 2 calendar years old; or (3) a passing TSR test at the anti- strip dosage proposed by the Contractor. No paving shall begin prior to Contracting Agency approval of the Contractor provided mix design. 5-04.3(8)A1 General (November 20, 2013 APWA GSP) Delete this Section and replace it with the following: 5-04.3(8)A1 General Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation (G&O #13549) 5-3 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A4, Definition of Sampling Lot and Sublot This Section is supplemented with the following: For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed: i. If test results are found to be within specification requirements, additional testing will be at the engineer's discretion. ii. If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed. 5-04.3(8)A5 Test Results (February 15, 2013 G&O) Delete this Section and replace it with the following: The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed in the field at the beginning of the next paving shift. The Engineer will provide the Composite Pay Factor (CPF) of the completed sublots after three sublots have been produced. The CPF will be provided by the midpoint of the next paving shift after sampling. Sublot sample test results (gradation and asphalt binder content) may be challenged by the Contractor. To challenge test results, the Contractor shall submit a written challenge within 7-calendar days after receipt of the specific test results. A split of the original acceptance sample will be sent for testing to either the Region Materials Laboratory or the State Materials Laboratory as determined by the Project Engineer. The split of the sample with challenged results will not be tested with the same equipment or by the same tester that ran the original acceptance test. The challenge sample will be tested for a complete gradation analysis and for asphalt binder content. The results of the challenge sample will be compared to the original results of the acceptance sample test and evafuated according to the following criteria: (G&O #13549) 5-4 ' L � ' 1 � t � ' � ' ' ' , , LJ � I� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued Deviation U.S. No. 4 sieve and larger Percent passing ±4.0 U.S. No. 8 sieve Percent passing ±2.0 U.S. No. 200 sieve Percent passing ±0.4 Asphalt binder Percent binder content ±0.3 Va Percent Va ±0.7 If the results of the challenge sample testing are within the allowable deviation established above for each parameter, the acceptance sample test results will be used for acceptance of the HMA. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $250 per challenge sample. If the results of the challenge sample testing are outside of any one parameter established above, the challenge sample will be used for acceptance of the HMA and the cost of testing will be the Contracting Agency's responsibility. 5-04.3(8)A6 Test Methods (November 20, 2013 APWA GSP) Delete this Section and replace it with the following; 5-04.3(8)A6 Test Methods Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11. 5-04.3(8)A7 Test Section — HMA Mixtures (February 15, 2014 G&O) Delete this section. 5-04.3(10) Compaction 5-04.3(10)B4 Test Results (February 15, 2014 G&O) Delete the final sentence of this Section. (G&O #13549) 5-5 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 5-04.3(14) Planing Bituminous Pavement (December 7, 2006 G&O) This Section is supplemented with the following: The Contractor shall cold plane the existing asphalt, in and along portions of the project corridor as further indicated on the Plans. Cold planing shall be performed to the dimensions shown on the Plans and Details, and as may be further directed in the field by the Engineer. Gutter panels, curbs, or utility structures damaged as a result of cold planing operations shall be replaced by the Contractor at his own expense. No additional monies will be due the Contractor for damage to curbs, gutters, or utility structures, all costs of which shall be borne by the Contractor. 5-04.3(17) Paving Under Traffic (December 7, 2006 G&O) Delete this Section and replace with the following: When the roadway being paved is open to traffic, the following requirements shall apply: The Contractor shall keep roadways open to traffic at all times except where paving is in progress. During such time, and provided that there has been an advance warning to the public, only that specified section of road being paved may be closed for the minimum time required to place and compact the HMA. Adjacent travel lanes and shoulder shall be left open for traffic during these times. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before temporarily closing a portion of the road, advance-warning signs shall be placed and signs shall also be placed clearly alerting the driver of temporary lane closures. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the roadway prior to opening to traffic and shall be in accordance with Section 8-23. (G&O #13549) � ' , 1 ' ' 1 � � , t ' ' � ' C_I ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 5-04.3(20) Anti-Stripping Additive (February 15, 2014 G&O) Delete this Section and replace with the following: An anti-stripping additive, if any, shall be added to the liquid asphalt by the asphalt supplier prior to the shipment to the asphalt mixing plant. For HMA accepted by nonstatistical and commercial evaluation, the anti-stripping additive shall be in the amount designated in the approved mixed design/anti-strip evaluation report in accordance with Special Provision 5-04.3(7)A2. 5-04.4 Measurement (January 7, 2013 G&O) Delete this Section and replace with the following: HMA CI. PG will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, blending sand, mineral filler, or any other component of the HMA. If the Contractor elects to remove and replace HMA as allowed by Section 5-04.3(11), the material removed will not be measured and will not be subject to reimbursement. Planing Bituminous Pavement will be measured by the square yard. Temporary HMA will be measured by the ton in accordance with Section 1-09.2 with no deduction being made for the weight of asphalt binder, blending sand, mineral filler, or any other component of the HMA. 5-04.5 Payment (January 4, 2010 G&O) Delete this Section and replace with the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "HMA CI. PG ," per ton. The unit contract price per ton for "HMA CI. PG " shall include the cost for all labor, materials, equipment and tools for furnishing, placing, compacting and constructing asphalt pavement including transition sections, asphalt ramps, asphalt driveways/approaches, sealing all cold (G&O #13549) 5-7 , SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 joints with asphalt sealant (and sand blanket to alleviate tracking), tack coat, soil residual herbicide, HMA wedge curb, temporary pavement markings, mix design, mix design verification, and all other incidentals necessary for a complete paving system to the lines, cross section and grades in accordance with the Plans. It shall also include the cost of raising all existing and new Contracting Agency owned castings including, but not limited to, manholes, catch basins, monuments, and valve boxes to grade unless a specific bid item has been listed in the proposal for this work. Payment for HMA for preleveling, as required, shall be made at the unit contract price per ton for "HMA CI. PG " All costs for asphalt tack coat shall be included in the unit contract price per ton of "HMA CI. PG " Preparation of Untreated Roadway, as required, will be included in the unit contract price per ton for "HMA CI. PG " Anti-Stripping Additive shall be included in the unit contract price per ton for "HMA CI. PG ." "Temporary HMA," per ton. The unit contract price per ton for "Temporary HMA" shall be full pay to furnish, install, maintain, remove, and waste haul the temporary asphalt. The unit contract price per square yard for "Planing Bituminous Pavement," shall be full pay to perform the work as shown on the Contract documents and as described herein and shall include all costs to plane the asphalt (full depth), grade, load, haul, stockpile, and/or wastehaul the material as further described herein. 5-04.5(1)A Price Adjustments for Quality of HMA Mixture (March 3, 2011 G8�0) Delete the first paragraph and table and replaced them with the following: Statistical analysis of quality of gradation and asphalt content will be perFormed based on Section 1-06.2 using the following price adjustment factors: (G80 #13549) 5-8 , ' 1 ' 1 ' ' , , , ' � ' 1 � � 1 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued Table of Price Adjustment Factors without Volumetric Properties Constituent Factor "f" All aggregate passing: 1-1/2", 1", 3/4", 1/2", 3/8" and No. 4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 52 Table of Price Adjustment Factors Including Volumetric Properties Constituent Factor "f" All aggregate passing: 1-1 /2", 1", 3/4", 1/2", 3/8" and No. 4 sieves 2 Alt aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) 20 Delete items 1-3 in Paragraph two and replaced with the following: A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatisical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing (G&O #13549) 5-9 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Eva{uation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)B Price Adjustments for Quality of HMA Compaction (March 10, 2010 APWA GSP) Delete this section and replace it with the fol{owing: The maximum CPF of a compaction lot is 1.00. For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 5-06 PERVIOUS CEMENT CONCRETE SIDEWALK (NEW SECTION) 5-06.1 Description �***�**� This Section describes work consisting of constructing pervious concrete sidewalks including excavation, subgrade preparation and permeable ballast subbase, that shall allow surface water to permeate through the pervious surface into the supporting materials to allow infiltration of surFace waters. (G&O #13549) !•�i[�, 1 � ' ' ' ' � ' , ' � , ' ' t , 1 ' ' 1 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 SPECIAL PROVISIONS - Continued 5-06.2 Materials �******� Materials shall meet the requirements of the following Sections: Portland Cement and Blended Hydraulic Cement 9-01 Fine A re ate for Pervious Concrete 9-03.3 1 Course Aggre ates for Pervious Concrete 9-03.3 2 Curing Materials and Admixtures 9-23 Portland cement shall be Type II, Type IP, or Type IS. Blended hydraulic cement shall conform to the requirements of Section 9-01.2(4). Allowable Pozzolans: 1. Fly ash, if used, shall be Class F as specified in Section 9-23.9. 2. Ground granulated blast furnace slag, if used, shall be as specified in Section 9-23.10. 3. Microsilica fume shall not be allowed. See Sections 9-01 and 9-23 for additional constraints. Fine aggregate for pervious concrete shall be Class '! as specified in Section 9-03.3(1). Coarse aggregates for pervious concrete shall conform to the requirements of Section 9-03.3(2). Premolded joint filler for isolation joints shall conform to the requirements of Section 9-04.1(2). Curing materials shall be sheet materials as specified in Section 9-23.1. Hydration stabilizing admixtures shall meet the requirements of ASTM C494, Type B or Type D. Microfibers shall conform to the requirements of ASTM C 1116, Type III and shall be 1/2 inch in length. (G&O #13549) 5-11 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5-06.3 Construction Requirements �******� 5-06.3(1) Pervious Concrete Mix Design �******� The Contractor shall propose a mix design for pervious concrete and shall submit the mix design to the Engineer for acceptance prior to constructing the test panels. Pervious concrete shall not be placed in the test panels without a mix design that has been reviewed and accepted by the Engineer. 5-06.3(1)A Mix Design Criteria ��*****� The Contractor shall include the following elements and results of the described procedures in the proposed mix design: 1 'r: K The cementitious content, including pozzolans if used, shall be a minimum of 500 pounds per cubic yard. The mix shall incorporate a hydration stabilizing admixture. The mix shall incorporate 1/2-inch microfibers at a rate of 1.5 pounds per cubic yard. 4. The mix shall be designed to have a total void content greater than 15 percent and less than 30 percent, in place, as constructed. (Void content of the mix will be determined from a minimum three samples of 4-inch-diameter core samples from a finished test panels of the proposed mix design using the following method; see Section 5-06.3(4) A1.) � 5 C:� The water/cement ratio shall be between 0.27 and 0.35. Fine aggregate may be added to the mix, but shall not exceed 3 cubic feet per cubic yard. 7. No more than 25 percent of portland cement in the mix, by weight, may be replaced by fly ash, ground granulated blast furnace slag, or a combination of both. (G&O #13549) 5-12 ' � � , ' 1 ' ' 1 , � l J�I ' ' � � � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 5-06.3(1)B Job Mix Formula (JMF) �******� Once accepted by the Engineer, the mix design shall become the Job Mix Formula (JMF) and shall not be modified in any way. The JMF shall be determined from information submitted under Section 5-06.3(2) and from results of test panels testing as described in Section 5-06.3(7)B. The JMF shall include the following: 1 2 3 4 5 6 7 8 Batch weights of all constituents. Portland cement type and brand. Pozzolan type and source. Microfiber brand. Admixture type and brand. Aggregate source(s) and gradation(s). Fresh density of the pervious concrete. Unit weight of the hardened pervious concrete. Modifications to the JMF will not be allowed and any modified mix placed in the Work will be rejected. Proposed modifications to the JMF shall be submitted as a new mix design and shall require a new test panels to validate the proposed mix design and determine the new JMF. If accepted by the Engineer, the new mix design shall become the JMF. Only one JMF shall be valid at any time. Admixture dosages may be modified as needed to maintain mix properties. 5-06.3(2) Submittals �******� In accordance to Section 1-05.3, the Contractor shall submit the following items to the Engineer for acceptance prior to placing any pervious concrete pavement or test panels: 1 2 The source of all materials proposed for use in constructing pervious concrete sidewalks. Batch weights for all constituents of 1 cubic yard of the proposed pervious concrete mix. (G&O #13549) 5-13 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 3. 4. 5. 6. 7. 8. 9. The specific gravity (SSD) of all aggregates to be used in the proposed pervious concrete mix. The proposed gradation of coarse and fine (if used) aggregates used in pervious concrete. The designed volume in cubic feet of 1 cubic yard of the proposed pervious concrete mix. The target voids content of the cured proposed cured pervious concrete mix. The design water/cement ratio of the proposed mix design. The fresh density of the proposed pervious concrete mixture as determined using the jigging procedure outlined in ASTM C29. Catalogue cuts for all proposed admixtures. 10. Chemical analyses of the portland cement and pozzolans, if used, for the current lot to be used in the production of the proposed pervious concrete mix. The Contractor shall maintain this submittal throughout the duration of the project as lots change. 11. Manufacturer certification(s) that the current lot of portland cement and pozzolans, if used, ..conform -- to the _ requirements of Section 5-06.2. The Contractor shall maintain this submittal throughout the duration of the project as lots change. 12. Current certification by the National Ready Mix Concrete Association (NRMCA) for the batch plant to be used in the production of pervious concrete. 13. Current certifications by the NRMCA for the trucks to be used in transporting pervious concrete from the batch plant to the point of placement. 14. Current certifications by the NRMCA for the Contractor's personnel who will be installing sidewalk for "Pervious Concrete Installer" and "Pervious Concrete Technician," as applicable. (G&O #13549) 5-14 ' ' ' ' ' ' , � ' � ' ' ' � ' , ' ' L� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 5-06.3(3) Equipment �******� The Contractor shall provide all equipment necessary for handling materials and performing all parts of the Work. Vibrators shall not be used for placement of pervious concrete. 5-06.3(3)A Batching Plant �******� Pervious concrete shall be mixed in a batch plant meeting the provisions of Section 6-02.3(3)A. 5-06.3(3)B Mixer Trucks �******� Pervious concrete shall be transported to the location of placement by a rolling drum mixer truck with current (within 12 months) certification by the NRMCA. Non-agitating trucks shall not be used for the transport of pervious concrete. 5-06.3(3)C Side Forms �******� Pervious concrete sidewalks shall be constructed using side forms. Slip form paving will not be allowed. Forms for pervious concrete sidewalks shall be made of steel or wood and shall be in good condition, clean and be capable of being anchored in place so that they will be to true to grade, line and slope. Forms that are bent, warped, unclean or otherwise deemed inadequate by the Engineer, shall not be used. If penrious concrete is to be placed against a curb or other existing structure, the curb or structure shall be used as a side form for the pervious concrete sidewalk paving. Prior to inspection by the Engineer, the Contractor shall inspect all forms for line, grade and slope. No pervious concrete shall be placed until the forms are inspected and accepted by the Engineer. 5-06.3(3)D Finishing Equipment �******� Finishing equipment for pervious concrete sidewalk paving shall be designed for the intended work, shall be clean and in good operating condition. Vibrating screeds shall not be used for striking off the pervious concrete. Equipment used for striking off the pervious concrete shall leave a smooth (G&O #13549) 5-15 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 surface at the planned grades and shall not cause excess paste to be left on, or drawn to, the surFace. The strike off apparatus shall be set up to allow the forms to be overfilled by 1/2 to 3/4 inch, or as necessary, to allow for compaction of the pervious concrete to grade. If rollers are used to compact, the rollers shall be of sufficient weight and width to compact the pervious concrete to grade without marring the surface. Rollers used for compacting pervious concrete shall not cause the surFace to close or otherwise clog and shall produce a surface that is free of ridges or other imperFections. Rollers used for producing contraction joints shall be designed and manufactured for the purpose, shall have sufficient weight to produce the joint and shall not otherwise damage or mar the surface. Tamps, hand finishing equipment and tools for joints shall be in good repair and adequate for the intended use. 5-06.3(3)E Joint Sawing Equipment �**�*�*� Equipment for sawing joints in pervious concrete sidewalks shall be power driven concrete saws. Concrete saws shall not tear, spall or otherwise damage the pervious concrete. The Contractor shall maintain concrete saws in good operating condition and shall keep an adequate supply of blades on hand. Measures to collect dust and slurry during sawcutting operations shall be implemented by the Contractor. There shall be an adequate number of concrete saws and equipment on the project so that sawing may occur at a rate to-prevent random cracking of the pervious concrete sidewalk; including contingency in the event of a breakdown. - 5-06.3(3)F Smoothness Testing Equipment �������� The Contractor shall provide a 10-foot straight edge to be used for measuring the profile of the pervious concrete sidewalk. The straight edge device shall be designed so that it may be easily moved from location to location without marring the surface of the freshly compacted pervious concrete. The 10-foot straight edge shall be accepted by the Engineer prior to placing pervious concrete. 5-06.3(4) Measuring and Batching Materials �******� Measuring and batching materials for pervious concrete sidewalks shall conform to the requirements of Section 5-05.3(4)A. (G&O #13549) 5-16 ' � ' ' , ' 1 ' 1 , ' ' � ' ' , L J , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 5-06.3(4)A Acceptance �******� Acceptance of pervious concrete sidewalk will be based on the following criteria: 1. Grade: Pervious concrete sidewalk shall be true to planned grades plus or minus 1/2 inch and shall not deviate from grade more than 1/4 inch in 10 feet. Where abutting existing facilities such as sidewalks, walkway, curbs, driveways or other pavements, the pervious concrete sidewalk will be flush and provide a transition that will not deviate in more than 1/4 inch in 10 feet. 2 K7 Line: Pervious concrete sidewalk margins shall be true to planned lines plus or minus 1/2 inch at any point. Slope: Pervious concrete sidewalk shall be sloped as shown on the Plans. Slope shall be consistent to within 1/4 inch in 10 feet. 4. Conformance to JMF: The pervious concrete used shall conform to the JMF within the limits as set forth in Section 6-02.3(5)C and as determined from the accepted test panel. 5. Thickness (test panel only or when determined by the engineer): Three core samples of 4 inches in diameter may be taken from the test panel or the remainder of the project for acceptance in accordance with ASTM C42. The Contractor shall provide measures to collect slurry and debris during coring operation in order to avoid sealing adjacent pavement. Each Core Sample shall be equal to the minimum section depth or more as specified in the Plans (minimum 4 inches). After core's length and diameter is measured, trim cores to uniform depth as specified in Section 5- 06.3(4) A1 for determining the weight. Core holes shall be filled by the Contractor with concrete meeting the JMF and shall match adjacent pavement texture and grade. 6. Unit Weight (test panel only or when determined by the engineer): The unit weight of each core sample taken for acceptance will be determined using the method described in Section 5-06.3(4)A1. The unit weight of the core sample for each lot shall be within 8 pounds per cubic foot of the unit weight as accepted in the JMF. 7. Infiltration Rate: The infiltration rate of each lot will be tested at four random locations within the project as described in Section 5-06.3(4)A2. The average of all four tests shall be greater than 100 inches per hour. (G&O #13549) 5-17 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 8. Fresh Density: The fresh density will be measured using the jigging procedure outlined in ASTM C29 at the point of placement shall be within or equal to 5 pounds per cubic foot of the fresh density indicated by the JMF. 9. Manufacturer's Certificate of Compliance: Each load of pervious concrete transported to the location of placement shall have an original Manufacturer's Certificate of Compliance as specified in Section 6-02.3(5)B delivered with the load. Photo copies, carbon copies or facsimiles are not acceptable. 10. Appearance: Each lot of finished pervious concrete sidewalk will be inspected for appearance by the Engineer. The pervious concrete sidewalk shall have a consistent surFace texture, shall have no more than 5 percent of the surface area within each panel (joint to joint) filled with paste, shall not be raveled, shall be free of ridges or other surface imperFections, shall have joints that are in the specified location and are constructed per specification, and shall be free of cracks. Quality Assurance Testing Before final acceptance by the Engineer, the Contractor shall pressure wash the pervious concrete sidewalk. Pressure washing shall be provided and completed by using portable washer equipment working at a minimum of 3,000 psi at 1.0 gpm. The nozzle shall be held a maximum of 3 inches off the concrete surFace. The Contractor shall pressure test three locations per lot or as determined by the Engineer. Any sections of pervious concrete that breaks up, ravels, or does not infiltrate shall be removed and replaced with acceptable pervious concrete to the nearest joints. The Engineer will determine the acceptability of the concrete after pressure washing. The Contractor shall decide, after placing the pervious concrete, when to perform the quality assurance pressure wash testing for the acceptance. 5-06.3(4)A1 Void Content of the Mix; Lab Test �******� The test panel will not be accepted unless each of the cores has a void content between 15 and 30 percent. Determine the bulk specific gravity (GB) of the core using the method d escribed in ASTM D1188. Core samples shall be trimmed to 4-1/2 inches in depth to (G&O #13549) 5-18 ' � , ' ' ' ' ' � 1 1 � ' ' 1 ' , ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued provide increased uniformity of test results. Trimming shall be squared and from the bottom of each pavement core samples. Dry the core samples at a temperature not to exceed 65 degrees C(150 degrees F) until a constant mass (±0.1 percent) is obtained and allow to cool to ambient temperature. Remove paraffin coating from core samples. Weigh the core and record weight to the nearest 0.1 g. Use the pycnometer apparatus as described in ASTM D2041. Place core samples in calibrated pycnometer and cover completely with water. If the core sample is too large to be placed into the pycnometer, it may be broken into pieces and placed into the pycnometer together or the pieces may be evaluated separately. Place the lid on pycnometer and fasten it on a mechanical agitation device. Turn on the agitation device and slowly apply a vacuum to the pycnometer until the vacuum reaches 3.7 ± 0.3 kPa (27.5 ± 2.5 mm Hg). The vacuum should be reached in less than 2 minutes. After the vacuum is achieved, maintain vacuum and agitation for a period of 15 minutes (± 2 minutes). Slowly release the vacuum and determine the weight of the sample and pycnometer as described in paragraph 9.5.1 or paragraph 9.5.2 in ASTM 2041. Calculate specific gravity (G as described in paragraph 10.1.1 or paragraph 10.1.2 in ASTM 2041, as appropriate. If multiple procedures are run for separate pieces of the core, the weighted average of all of the runs will be the specific gravity (G of the core as a whole. Gmm = sum(Gmm, x Wt,+Gmm2 x Wt2+. ...+ G mmiX Wt �) / Wt�o�a� The percentage of air voids will be calculated as: Voids = G G GB x100% Where: V= Voids in the Sample (%) (G&O #13549) 5-19 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Gmm = Specific Gravity of the Core Material Less Air Voids Ga= Bulk Specific Gravity of the Core as determined by ASTM D1188 This Void Content lab test information shall be part of the Mix Design submittal. 5-06.3(4)A2 Infiltration Rate of the Mix; Field Test �******� Pervious concrete mix shall also have an infiltration rate equal to or greater than 100 inches per hour, in place, as constructed. The locations for conducting the infiltration tests shall be determined by the Engineer. The Contractor shall coordinate and schedule inspections with the Engineer a minimum of 5 working days in advance. The infiltration rate will be measured in the following rrsanner: The testing procedure shall be as follows: a. Place a premeasured amount of water into the container. Water shall be free of suspended solids. The volume of water shall be determined to 2 significant figures. b. Pour the water onto the surface in one spot. Control the discharge rate by manually adjusting the angle of the spout so that the diameter of the pool of water is between 10 to 30 inches is maintained. Empty the container holding the spout over the spot until the pool of water vanishes. A 16-inch- to 24-inch-diameter tube (typically PVC 3-inch to 6-inch in height) and plumper's putty may be used to control the diameter of the pool ("controlled method") as desired by the Engineer. When using the controlled method, the height of the water in the tube should be maintained at approximately 1/4 inch. c. Start the stopwatch when the water initially touches the concrete surface and stop it when the pool disappears from the surface. d. Measure the longest dimension (d1) of the dampened area. Measure the width (d2) of the pool perpendicular to d1. (use inside diameter of tube for controlled method). e (G&O #13549) Repeat this procedure at a minimum of 4 separate locations. 5-20 � ' � , ' ' � ' � ' ' ' ' ' ' 1 ' t ' 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued Infiltration Rate (IR) shall be calculated as follows: IR =(V x 3,326,400)/(p x d1 x d2 x t) inches per hour. . IR is Infiltration Rate V is the volume of water in gallons (typically 1 gallon or more) d1 and d2 are the dimensions that were measured in inches. p is approximately 3.14159 t is the time in seconds 5-06.3(4)B Rejection �******� Pervious concrete sidewalk that does not meet the acceptance criteria put forth in Section 5-06.3(4)A will be rejected by the Engineer on a lot by lot basis. At the discretion of the Engineer, a localized area of pervious concrete sidewalk not meeting the requirements of items 1, 2, 3 and 8 of Section 5-06.3(4)A may be broken into a sublot bounded by planned joints. Pervious concrete sidewalk that has been rejected by the Engineer, or the Contractor, shall be removed and replaced at no additional cost to the Contracting Agency. 5-06.3(5) Mixing Pervious Concrete �******� Pervious concrete shall be batched and centrally mixed at a semi-automatic or automatic batching plant with a current (within 2 years) certification from the NRMCA. Pervious concrete shall not be shrink mixed or transit mixed. The mixing time, after all materials have been delivered to the drum, shall not be less than 50 seconds or more than 90 seconds. The pervious concrete aggregates shall be uniformly coated with paste and shall be of the required consistency. After mixing, the pervious concrete shall be delivered to a truck meeting the requirements of Section 5-06.3(3)B for transport to the job site. Pervious concrete shall be placed no more than 90 minutes from the time water is added to the cement. Pervious concrete shall not be retempered. (G&O #13549) 5-21 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5-06.3(5)A Limitations of Mixing Pervious Concrete �******� Pervious concrete shall not be mixed, placed, compacted or finished when the natural light is inadequate, as determined by the Engineer, unless an adequate and accepted lighting system is in operation. Mixing and placing concrete shall be discontinued when a descending air temperature in the shade away from artificial heat reaches 50 degrees F and shall not be resumed until an ascending air temperature in the shade and away from artificial heat reaches 45 degrees F. Mixing and placing pervious concrete shall only occur when the ambient air temperature, as measured at the placement location away from the shade and away from artificial cooling sources, is less than 80 degrees F. The temperature of pervious concrete shall not be less than 60 degrees F when placed and shall at no time be greater than 90 degrees F. Pervious concrete shall not be mixed with aggregates less than 32 degrees F. 5-06.3(6)A Subgrade Preparation ��***�*� Subgrade for pervious concrete sidewalk shall be excavated, graded and compacted as specified in Section 8-14.3(2) except that the subgrade shall be compacted to a relative density of 92 percent of optimum density of the subgrade soil as determined by ASTM D 698. Prior to placing the permeable ballast, the surface of the subgrade shall be scarified to a depth of 1/4 to 1/2 inch. Once scarified, materials or equipment shall not be stored or permitted within the prepared subgrade area so as to avoid recompaction of the scarified areas and diminishing the infiltration rate of the subgrade. 5-06.3(7) Placing, Spreading, and Compacting Pervious Concrete �**��**� Standard methods of placing, spreading, and compacting shall be as described herein. However, the Contractor may submit for review and approval by the Engineer, alternative methods of work that deviate from the standard methods described in this specification. Such methods shall be demonstrated through the test panels trial and will require final acceptance by the Engineer. Alternate methods that are rejected through the test panels will be discontinued. Methods described in this specification shall be used. (G&O #13549) 5-22 �I ' 1 � ' ' 1 ' , , ' ' ' 1 ' ' ' ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 5-06.3(7)A Contractor's Qualifications �******� The Contractor shall employ no less than one NRMCA certified Pervious Concrete Craftsman who shall be on site, overseeing each placement crew during all pervious concrete placement, or the Contractor shall employ no less than three NRMCA certified Pervious Concrete Installers, who shall be on site working as members of each placement crew during all pervious concrete placement, or the Contractor shall employ no less than three NRMCA certified Pervious Concrete Technicians and one Pervious Concrete Installer, who shall be on site working as members of each placement crew during all concrete placement unless otherwise specified. For those crews having personnel with NRMCA certified Pervious Concrete Technician certifications, the placement crew shall also successfully pass a Performance Evaluation required under NRMCA Pervious Concrete Installer certification. The pervious cement concrete sidewalk test panels installed at the project site may be utilized as the "mock-up" placement required for the NRMCA "mock-up" Performance Evaluation exam for Pervious Concrete Installer certification. If the "mock up" placement installed for NRMCA certification does not meet the project specifications, the "mock up" placement shall be removed at the Contractor's expense and a new pervious concrete sidewalk test panels shall be installed, tested and submitted for acceptance. Documentation of NRMCA certifications for the Contractor's personnel shall be submitted per Section 5-06.3(2) prior to proceeding with production placement of the pervious concrete sidewalks. If, in the opinion of the Engineer, personnel used for installing pervious concrete sidewalk are unqualified, inattentive to quality, or unsafe, they shall be removed or reassigned from installation of pervious concrete sidewalk at the written request of the Engineer. 5-06.3(7)B Test Panel �******� Production placement of pervious concrete shall not occur until the Contractor has completed a test panel of pervious concrete sidewalk that meets all of the acceptance criteria herein and is accepted by the Engineer. The Contractor should allow time in his schedule for the construction and acceptance of the test panel. The Contractor shall construct the test panel of pervious concrete sidewalk with a minimum area of 225 square feet. The width of the test panel shall be equal to (G&O #13549) 5-23 SPECIAL PROVISIOIVS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 the nominal width of the sidewalk to be placed. The test panel shall be equivalent and representative of the production pervious concrete sidewalk in all aspects including subbase depth and preparation. The Engineer shall observe and accept each element of pervious concrete sidewalk construction. Construction and evaluation of the test panel will occur as follows: 1 2 3 4 IVotify the Engineer at least 10 working days before installing pervious concrete sidewalk test panel. Coordinate the location of the test panel with the Engineer. Install the test panel in accordance with the Specifications and Plans. IVotify the Engineer when each element of the test panel is ready for inspection. 5. Remove, replace, and dispose of any unsatisfactory portions of test panel as determined by the Engineer and at no additional cost to the Contracting Agency. Failure to install acceptable test panel of pervious concrete will indicate an unqualified installer. Production sections of this Work shall not be placed until achieving a complete test panel that fully. complies with the Plans and Specifications and has written acceptance issued by the Engineer. The completed test panel shall be used to validate the pervious concrete mix design and establish the JMF. Unless others determined by the Engineer, 3- and 4-inch cores will be cut in accordance with ASTM C42 and these cores will be used to validate the mix design under the design criteria set forth in Section 5-06.3(1)A and the acceptance criteria of 5-06.3(4)A. The average unit weight of the cores as determined by ASTM D1188 shall be within 8 pounds per cubic foot of the average of the three cores. The average unit weight of the cores shall be the unit weight used for the JMF. Core holes shall be filled by the Contractor with concrete meeting the proposed Jn/IF and shall match adjacent pavement color, texture and grade. Three infiltration tests will be conducted in the test panels for acceptance. Each of the infiltration tests shall meet the minimum infiltration rate requirement noted in Section 5-06.3(1)A. (G&O #13549) 5-24 ' 1 , � � � lJ , 1 ' 1 ' 1 ' ' ' ' ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued The completed and accepted test panel shall be maintained and protected throughout the duration of the Work and may not be demolished and disposed of without written permission from the Engineer. If the test panel is incorporated into the Work, it shall remain in place. 5-06.3(7)C Placing, Spreading and Compacting �*�****� Prior to placing pervious concrete, the Engineer will inspect and accept all formwork and subbase/subgrade. All surfaces that will contact the finished pervious concrete shall be damp with no standing water. Pervious concrete shall not be placed on standing water or frozen materials. Pervious concrete sidewalk shall be placed on the prepared subbase as close to its final position as possible in a continuous operation so as to minimize evaporation. Where necessary, the pervious concrete may be spread with square edged shovels or rakes prior to strike off. The pervious concrete shall be struck off or screeded to a depth sufficient to allow for compaction to grade. Pervious concrete shall be placed in a single lift. Contractor's personnel shall take care to avoid foot traffic in the pervious concrete to prevent non-uniform compaction and to keep contaminating material from the mix. Foot traffic on fresh concrete shall not be allowed after it has been struck off. Within 20 minutes of discharge from the truck, the concrete shall be compacted, finished and covered for curing. The compacted effort shall be sufficient to compact the fresh pervious concrete to grade, not draw excessive paste to the surface and to leave a smooth finish. In areas where the roller cannot be brought to bear, hand tamping, or other methods accepted by the Engineer, may be used to compact the pervious concrete. Edges and plastic formed joints shall be finished by hand tooling with a 1/2-inch radius edging tool. Defects shall be repaired immediately. Pervious concrete shall be placed continuously. Where placement has been halted for a period of 15 minutes, a header shall be placed between the forms and a construction joint formed. Construction Joint shall be located at the same spacing of where a contraction joint would be. The pervious concrete shall be compacted and finished to the header before placement may continue. Upon resuming placement, the header may be carefully removed and a construction joint formed at that location. Any sloughing or sagging of the previously placed pervious concrete at the header location shall be corrected prior to placing new pervious concrete against the joint. (G&O #13549) 5 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5-06.3(8) Joints �******� Joints shall be of three types: construction, contraction, isolation. Construction joints shall be formed at the end of a day's work or when necessary to stop production for any reason. Contraction joints shall be used to control random cracking. And, isolation joints shall be used where the pervious concrete abuts existing facilities or where shown on the Plans. Wherever possible, the angle between intersecting joint shall be between 80 and 100 degrees. � 5-06.3(8)A Construction Joints .. �******� Construction joints shall be located as near as possible to the location of a planned contraction or isolation joint. Construction joints are to be formed by placing a header between the forms, at right angles, to the full depth of the finished pervious concrete, and set to the height of the forms. Pervious concrete shall be placed against the header and compacted and finished as normal, including edging. Upon resuming paving, the header shall be carefully. removed and new pervious concrete placed directly against the existing pervious concrete. The new pervious concrete shall be compacted and finished against the hardened pervious concrete as if it were a form. If an isolation joint is planned at this location, then the premolded joint filler shall be placed against the existing pervious concrete and the new pervious concrete shall be placed against the premolded joint filler. The joint shall be tooled on both sides of the premolded joint filler. 5-06.3(8)B Contraction Joints �******� Contraction joints shall be placed every 20 feet unless otherwise shown on the Plans. Contraction joints shall be have a depth of 1/3 the thickness of the pervious concrete and have a width of no more than 1/8 inch. Contraction joints may be formed in the plastic concrete using a roller designed for this purpose or by other methods accepted by the Engineer. Plastic formed contraction joints shall be tooled on both sides of the joint with a radius of 1/2 inch. At the option of the Contractor, contraction joints may be saw cut after the pervious concrete has hardened. If saw cutting the contraction joints, saw cutting shall occur as soon as the concrete is sufficiently cured so that it may be cut without raveling or dislodging aggregate from the finished surFace. Measures to collect dust and slurry during sawcutting operations shall be implemented by the Contractor. To minimize drying, curing materials shall be removed only as needed to make cuts and shall be replaced immediately after cutting. (G&O #13549) 5-26 ' ' ' , ' , ' ' , ' � ' ' , , ' � , � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 5-06.3(8)C Isolation Joints �******� Isolation joints shall be placed where the pervious concrete abuts existing structures or where shown on the Plans. Isolation joints shall continue through the depth of the pervious concrete using a 3/8 inch premolded joint filler. Isolation joints may be formed by inserting the premolded joint filler into the plastic concrete or by forming a construction joint and affixing the premolded joint filler against one side of the joint and placing fresh pervious concrete against it. Isolation joints and filler shall be flush with the surrounding pervious concrete and shall not deviate from the acceptance criteria for smoothness as shown in Section 5-06.3(4)A. The edges of the pervious concrete on either side of the premolded joint filler shall be hand tooled with a 1/2-inch radius. 5-06.3(9) Reserved 5-06.3(10) Reserved 5-06.3(11) Reserved 5-06.3(12) Surface Smoothness �******� The surface of the pervious concrete sidewalk will be checked immediately after compaction for grade and slope using the 10-foot straight edge specified in Section 5-06.3(3)F. Where the surFace is found to be out of specification as determined by the criteria specified in Section 5-06.3(4)A, it shall be immediately corrected by recompacting, removing excess pervious concrete, or by adding pervious concrete; as necessary. If it is necessary to correct grade or slope by removing excess pervious concrete, the surface shall be recompacted and the edges retooled. If the grade or slope is to be corrected by the addition of pervious concrete, the surface shall be lightly scarified and the new material added. The surface shall be recompacted to grade and the edges retooled. Any corrections to the surface shall occur before the pervious concrete has set or has dried. Pervious concrete sidewalk that is out of specification with regard to grade or slope will be rejected to the nearest joints. Pervious concrete sidewalk that has been corrected shall not be distinguishable from the adjacent, undisturbed pervious concrete sidewalk. If in the opinion of the Engineer, the corrected pervious concrete sidewalk is distinguishable from the adjacent Work, the repaired area will be rejected to the nearest joints. (G&O #13549) 5-27 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 5-06.3(13) Curing �******� Immediately after the pervious concrete sidewalk has been compacted and checked for grade and slope, the sheet curing material as specified in Section 9-23.1 shall be applied. If the surface appears dry, lightly mist the surface with water prior to applying the sheet curing material. The sheet curing materials shall be fixed in place by method(s) that shall not damage the pervious concrete sidewalk and is accepted by the Engineer. The penrious concrete shall be placed, struck off, finished and the curing materials in place within 20 minutes of the time the pervious concrete is discharged from the truck. This time may be shortened if conditions exist that promote excessive drying. Forms and sheet curing material(s) shall remain in place for a minimum of 10 days. With the exception of saw cutting equipment, all traffic shall be kept off of the pervious concrete sidewalk during the curing period. For saw cutting contraction joints, only the amount of sheet curing material necessary to accomplish the saw cutting shall be removed and the surface of the exposed pervious concrete sidewalk shall be kept moist for the entire duration of the exposure. Any testing for acceptance shall not occur until the end of the curing period. 5-06.3(14) Cold Weather Work �*�**�,�� When concrete is being placed and the ambient air temperature is expected to drop below 50 degrees F during the day or night, the Contractor shall, at no expense to the Owner shall be protected from the concrete from freezing. The Contractor shall provide a Cold Weather Plan prior to placing concrete when ambient air temperature below 50 degrees F inay occur or when requested by the Engineer. Under the Cold Weather Plan, the Contractor shall, at no expense to the Owner, provide a sufficient supply of straw, hay, blankets, or other suitable blanketing material and spread it over the pavement to a sufficient depth to prevent freezing of the concrete. Straw, hay, blankets, or other suitab{e blanketing material shall be spread over the pavement to a sufficient depth to keep the concrete from freezing. The blanket material shall be covered with a layer of burlap or plastic sheeting, weighted or anchored to prevent the wind from displacing the insulation. The Engineer may require recording thermometers if daytime temperature is below 50 degrees. The protection shall be maintained for 10 days. The Contractor shall replace any concrete damaged by freezing at no additional cost to the Owner. (G&O #13549) 5-28 ' � ' ' ' 1 ' , 1 � ' , � ' � L J , � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued The Contractor shall be responsible for the quality of the concrete thus cured. Any concrete injured by frost action or freezing shall be removed and replaced at the Contractor's expense in accordance with this Section. 5-06.3(15) Reserved 5-06.3(16) Protection of Pervious Concrete Sidewalk �******� As part of the Erosion/Water Pollution Control Plan, rain runoff, surFace water of any kind and sediment shall be prevented from entering the area of pervious pavement construction, including excavation, until the pervious concrete application has cured and the adjacent areas that sheet flow/drain onto the pervious pavement are permanently stabilized from erosion and plantings are established. Once pavement is placed, protective covers shall continually be maintained until adjacent areas are permanently stabilized and pavement has been accepted. The Contractor shall take every precaution to protect the pervious concrete sidewalk from damage, including the introduction of foreign materials to the surface, throughout the course of the work. Pervious concrete sidewalk that is damaged or has been adversely impacted by the introduction of foreign materials shall be rejected and replaced to the nearest joint. 5-06.3(17) Reserved 5-06.4 Measurement �**�***� Measurement for "Pervious Cement Concrete Sidewalk" will be by the square yard for the surface of pervious concrete sidewalk placed. 5-06.5 Payment �******� Payment will be made in accordance with Section 1-04, for each of the following bid items that are included in the Proposal: "Pervious Cement Concrete Sidewalk," per square yard. The unit contract price for "Pervious Cement Concrete Sidewalk" shall include all costs for the work required to construct the pervious concrete sidewalk as specified in this Section including, but not limited to; performing mix designs, testing, test panels, excavation, and subgrade (G&O #13549) 5-29 � ' SPECIAL PROVISIONS - Continued � 1 preparation; and, furnishing and installing geotextile fabric and pervious ' 2 concrete. ' � ' ' � � � � � a a i � � � (G&O #13549) 5-30 � 1 1 1 1 1 1 1 ' � ' ' ' , , 1 , � ' DIVISION 6 STRUCTURES � � �� ' ' ' , ' ' � 6-02 CONCRETE STRUCTURES 6-02.1 Description �******� This Section is supplemented with the following: This work also consists of constructing cement concrete stairs as shown on the Plans. 6-02.2 Materials �*****�� This Section is supplemented with the following: All materials shall meet the requirements of this Section and the details shown on the Plans. ' 6-02.4 Measurement �******� , This Section is supplemented with the following: No specific unit of ineasure shall apply to cement concrete stairs. ' ' ' ' , � ' 1 6-02.5 Payment �******� This Section is supplemented with the following: "Cement Concrete Stairs, Location ," per lump sum. The lump sum contract price "Cement Concrete Stairs, Location " shall be full pay for all material, equipment, labor, and tools required for a complete installation including subgrade preparation, forming, steel reinforcement, joint filler, curing, barricades, and any other items shown on the Plans or required for a complete installation. (G&O #13549) 6-1 ' ' ' , , 1 ' DIVISION 7 � DRAINAGE STRUCTURES STORM SEWERS SANITARY � � t SEWERS, WATER MAINS, AND CONDUITS ' 1 , 1 , 1 , ' � , � ' ' ' ' , ' C� , ' a � , � ' � ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 7-01 DRAINS 7-01.4 Measurement (January 4, 2010 G&O) Delete all paragraphs under this Section and replace with the following: Measurement for payment for drain will be the number of linear feet of completed installation measured along the horizontal length of pipe at grade. 7-01.5 Payment (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: " Drain Pipe In. Diam.," per linear foot. The unit contract price per linear foot of " Drain Pipe In. Diam." shall constitute full compensation for all labor, materials, tools, equipment, transportation, suppiies, and incidentals required to complete all work to furnish and install this item, to include but not limited to excavation, pipe bedding, compaction, removal and wastehaul of excess or unsuitable trench excavation material, dewatering, bypass pumping and maintaining storm sewer flows, connections to existing and new systems, transition couplings, adapters, drain pipe cleanouts, flushing and cleaning. 7-04 STORM SEWERS 7-04.2 Materials (January 4, 2010 G&O) Delete the sixth paragraph under this Section and replace it with the following: The Contractor shall provide the diameter and type of pipe specified on the Plans. Ductile iron storm sewer pipe shall meet the requirements of Section 9-30.1(1). (G&O #13549) 7-1 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 7-04.3(1)A General (January 20, 2009 G&O) This Section is supplemented with the following: All lines shall be flushed clean of all debris prior to acceptance. The debris shall be intercepted and collected at the nearest downstream point of access. The material shall then be loaded and wastehauled to a Contracting Agency approved dumpsite. 7-04.3(1)G Television Inspection (NEW SECTION) (September 29, 2009 COB) All sewer lines shall be internally inspected after installation with a tracked, swivel-head television camera. Provide the City of Bremerton with a DVD of the inspection and an inspection record of the entire length of constructed sewer lines. The camera shall be stopped at each joint and side sewer and the camera head swiveled to directly view the full circumference of each joint. Each side sewer connection shall be similarly inspected. Correct any defects noted during the inspection and reinspect after the corrections have been completed. The Contractor shall bear all costs incurred in correcting any deficiencies found during the television inspection. Television inspection shall be performed following final backfill and compaction, and prior to final paving. 7-04.4 Measurement �******� Measurement of Slot Drain shall be per linear feet of slop drain installed (excluding 4-inch drain pipe). 7-04.5 Payment (January 7, 2013 G&O) Delete all paragraphs under this section and replace with the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: " Storm Sewer Pipe, In. Diam. (Incl. Bedding)," per linear foot. The unit contract price per linear foot of " Storm Sewer Pipe, In. Diam. (Incl. Bedding)" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals (G80 #13549) 7-2 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 required to complete all work to furnish and install this item to include, but not limited to, excavation, pipe bedding, compaction, removal and wastehaul of excess or unsuitable trench excavation material, dewatering, bypass pumping and maintaining storm sewer flows, trash racks, connections to existing and new systems, flushing and cleaning, television inspection, and low pressure air testing. " Slop Drain," per linear feet. The unit contract price per linear feet of " Slop Drain" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to complete all work to furnish and install this item to include, but not limited to, excavation, Class 3000 concrete, removal and wastehaul of excess or unsuitable material, dewatering, bypass pumping and maintaining storm flows, channel, grates, connection to existing wall drains, connection of channel to existing conc./block walls, thru-sidewalk 4-inch drain and wire mesh reinforcement. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.3 Construction Requirements �**��**� This Section is supplemented with the following: The Contractor shall construct all manholes and catch basins from precast concrete bases and risers. Cast-in-place concrete bases shall only be used for "straddle" of existing systems and shall be watertight. In areas of new and existing pavement, the grate rim elevation shall be set to promote drainage flow. In unimproved areas, the rim elevations shall be set two-inch above finished grade unless otherwise shown on the Plans. Dewatering shall be per Section 7-08.3(1). Unless specifically noted herein or shown differently on the Plans, the Contractor shall connect to the manhole and catch basin with sand collars for PVC pipe and DI, and grout in for corrugated polyethylene. (G&O #13549) 7-3 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 7-05.3(1) Adjusting Manholes and Catch Basins to Grade �,�*****� Delete the first sentence in the second paragraph and replace with the following: The existing cast iron ring and cover on manholes and catch basin and inlet frame and grate shall be replaced with new frames and covers. Prior to disposal of the existing frame and covers, the City will be notified to inspect them for possible salvage to the City. Any frame and .cover not salvaged by the City shall be the Contractors to dispose of. This Section is supplemented with the following: Standard Adjustment This work consists of adjusting standard manholes and catch � basins to grade. The existing manholes and catch basins have standard; concrete cones and risers per the standard drawings or similar. Non-Standard Adjustment The manhole and cone section with riser is made of brick. Adjustment will be made by demolishing the existing riser section, placing a CDF base, and placing new concrete eccentric cone section and risers onto the base, unless otherwise approved by the Engineer. 7-05.3(3) Connections to Existing Manholes (June 16, 2006 G&O) This Section is supplemented with the following: The locations, type and size of the existing structures and lines have been determined from available records, and are approximate; however, it is anticipated that connections to these existing facilities may be made, in general, as shown on the Plans. � It shall be the responsibility of the Contractor to determine the exact location and ascertain the type and size of the existing facilities prior to starting work on each connection, and to provide any minor alterations, as required, at no additional cost to the Contracting Agency. Where piping is to be connected to existing structures, the opening(s) shall be core-drilled in the structure. The use of jackhammers and/or sledgehammers to knock out the hole shall not be allowed. (G8�0 #13549) 7-4 ' � ' � ' � t , ' ' ' 1 L I � � ' � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 7-05.5 Payment �**�***� Delete all paragraphs under this Section and replace with the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Catch Basin, Type 1," per each. "Concrete Inlet," per each. "Catch Basin, Type 2, In. Diam.," per each. The unit contract price per each for "Catch Basin, Type 1," "Concrete Inlet" or "Catch Basin, Type 2, In. Diam." shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to complete all work to furnish and install this item, to include but not limited to lids, frames and grates, structure excavation, foundation gravel, compaction, removal and wastehaul of excess or unsuitable excavated material, pipe connection, dewatering, bypass pumping and maintaining stormwater flows, and adjusting to finished grade. "Adjust Catch Basin," per each. "Adjust Manhole ," per each. "Adjust Vault," per each. "Adjust Side Sewer Cleanout," per each. The unit contract price per each for "Adjust Catch Basin," "Adjust Manhole ," "Adjust Vault" or "Adjust Side Sewer Cleanout" shall include all costs to adjust the existing standard structures (as defined in Section 7-05.3(1)) to the finished grade including, but not limited to, sawcutting, wastehaul, furnishing and installing adjustment rings and blocks, HMA patch and CDF. The cost for temporary or other adjustment not to final grade shall be considered incidental to the Project and as such merged into the items bid. The cost for replacing existing frames, grates, rings, casings, covers, and/or lids with new frames, grates, rings, casings, covers, and/or lids on existing structures (where noted on the Plans) including but not limited to supplying and installing all materials, labor, and equipment, removal, salvage, and/or wastehaul of existing frames, grates, covers, etc., as referenced on the Plans and specified herein, shall be (G&O #13549) 7-5 ' � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 included in the unit contract price per each for "Adjust Catch Basin" or "Adjust Manhole " or "Adjust Side Sewer Cleanout." The additional cost for adjustment of non-standard manholes and catch basins shall be paid per unit contract price per each for "Non-Standard Manhole" and "Non-Standards Catch Basins." All costs of abandoning in place existing catch basins and/or manholes shall be considered incidental to the lump sum contract price for "Removal of Structure and Obstruction." 7-07 CLEANING EXISTING DRAINAGE STRUCTURES 7-07.4 Measurement (January 20, 2009 G&O) Delete this Section and replace with the following: No specific unit of ineasurement will apply to cleaning existing drainage structures. 7-07.5 Payment (November 24, 2010 G&O) Delete this Section and replace with the following: No separate or additional payment will be made for cleaning existing drainage structure. This work shall be considered incidental and shall be included in the various unit and lump sum contract prices. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.2 Materials (January 4, 2010 G&O) This Section is supplemented with the following: The pipe used on this project shall be the type and size specified on the Plans. Bank run gravel for trench backfill shall meet the requirements of Section 9-03.19. (G&O #13549) 7-6 , ' , ' t 1 t �� ' , � ' ' , ' C �'� ' �J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 7-08.3(1)A Trenches (November 24, 2010 G8�0) Delete the first three paragraphs under this Section and replace them with the following: The length of trench excavation in advance of pipe laying shall be kept to a maximum of 100 feet. Excavation shall either be closed up at the end of the day or protected per Section 1.07.23(1). The Contractor shall limit his excavation to the limits of the maximum payment width and depth shown on the Plans. If the Contractor purposely or neglectfully excavates trenches to a width or depth beyond the neat line payment limit of the trench as shown on the Plans, the expenses associated with any additional trenching, wastehaul, trench backfill, compaction and testing, and surtace restoration as a result of excavating beyond the neat line payment limits shall be borne by the Contractor. It is not anticipated that solid rock will be encountered. Should such material be encountered, the excavation, removal and wastehaul will be paid for by change order per Section 1-04.4. Boulders or broken rock less than 2 cubic yards in volume, shall not be classified as rock, nor will so- called "hard-pan" or cemented gravel, even though it may be advantageous to use special equipment in its removal. Trench excavation shall also include wastehauling all excess and/or unsuitable material encountered, including but not limited to, abandoned pipelines, concrete, asphalt, tree stumps, trees, logs, abandoned rail ties, piling, and riprap. The Contractor shall furnish all equipment necessary to dewater the excavation. Before operations begin, the Contractor shall have sufficient pumping equipment and/or other machinery available on site to assure that the operation of any dewatering system can be maintained. The Contractor shall dispose of the water in such a manner as not to cause a nuisance or menace to the public, and comply with all codes, regulations, and ordinances of applicable governing authorities with regard to drilling, dewatering, and erosion control. The release of groundwater to its static level shall be perFormed in such a manner as to maintain the undisturbed state of the natural foundation soil, prevent disturbance of backfill and prevent movement of structures and pipelines. (G8�0 #13549) 7-7 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 The dewatering system shall be installed and operated by the Contractor so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. Should settlement of the surrounding area and/or structures be observed, the Contractor shall cease dewatering operations and implement contingency plans. The cost of repairing any damage to adjacent structures, underground facilities or utilities and satisfactory restoration of above ground facilities to include fences, paving, concrete, etc., shall be the responsibility of the Contractor. The Contractor shall be required to comply with all conditions and requirements mandated by the Department of Ecology for the construction, operation, and decommissioning of dewatering facilities. The Contractor shall obtain approved grading and filling permits for all spoils material sites, from the Contracting Agency, County, or both as required. These permits shall be secured and paid for by the Contractor. 7-08.3(2)B Pipe Laying — General (January 4, 2010 G&O) This Section is supplemented with the following: All pipe shall be unloaded from delivery vehicles with mechanical equipment. Dropping of pipe onto the ground or mats will not be permitted. All pipe and fittings shall be carefully lowered into the trench in such a way as to prevent damage to pipe materials and protective coatings and linings. Under no circumstances shall materials be dropped or dumped into the trench. All pipe shall be laid in straight lines and at uniform rate for grade befinreen structures. Variation in the invert elevation between adjoining ends of pipe due to non-concentricity of joining surface and pipe interior surFaces shall not exceed 1/64 inch per inch of pipe diameter, or 1/2-inch maximum. Every precaution shall be taken to prevent foreign material from entering the pipe while it is being laid. After placing a length of pipe in the trench, the spigot end shall be centered in the bell and pipe forced home and brought to correct line and grade. The pipe shail be secured in place with pipe bedding tamped under it. Precaution shall be taken to prevent dirt from entering the joint space. At times when pipe laying is not in progress, the open ends of pipe shall be closed by a watertight plug or other means approved by the Contracting Agency. If water is in the trench when work resumes, the seal shall remain in place until the trench is dewatered as (G&O #13549) � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 specified for groundwater control. Tee branches shall be blocked and sealed with the same joint and pipe material as used for pipes. Care shall be taken to properly align, clean and lubricate the spigot and socket area of the pipes before joining. The pipe spigot shall be forced into the socket until the reference mark on the spigot is flush with the bell end. All connections to existing pipe of differing materials shall be made with adapters which are specifically manufactured for this purpose. If the band type adapters are used, then only stainless steel bands will be allowed. The Contractor shall obtain approved grading and filling permits for all spoils material sites, from the Contracting Agency, County, or both as required. These permits shall be secured and paid for by the Contractor. 7-08.3(3) Backfilling (January 4, 2010 G&O) Delete the second paragraph under this Section and replace with the following: Pipe zone backfill shall be gravel backfill for pipe zone bedding conforming to the requirements of Section 9-03.12(3). 7-08.3(4) Plugging Existing Pipe (April 24, 2009 G&O) This Section is supplemented with the following: The Contractor shall anticipate that all existing pipes to be abandoned in place shall be plugged as specified herein. 7-08.4 Measurement (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the following: Measurement of Bank Run Gravel for Trench Backfill will be per ton. The measurement shall be calculated in accordance with the trench detail shown on the Plans and using a conversion factor for cubic yards to tons of 1.8 tons/cy. The Contractor shall provide the Contracting Agency with truckload tickets at the end of each day to be used to support the calculated quantities. (G&O #13549) 7-9 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 No specific unit of ineasurement will apply to the lump sum item Trench Excavation Safety System. � All costs for plugging pipes and/or abandoning pipes in place shall be considered incidental to the lump sum contract price for removal of structures and obstruction. 7-08.5 Payrroent (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the following: "Trench Excavation Safety Systems," lump sum. The lump sum contract price for "Trench Excavation Safety Systems" shall include all costs of furnishing, installing, maintaining, and removing those items necessary to provide adequate safety systems for trench excavation, as specified in Section 2 09.3(4). This item shall be paid proportionate to the satisfactory installation of all facilities that require trench excavation safety systems including pipeline, conduits, walls, embankments, and structures as noted in the Proposal, or otherwise required for the perFormance of this work. "Bank Run Gravel for Trench Backfill," per ton. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" shall constitute full compensation for al1 labor, materiais, tools, equipment, transportation, supplies, and incidentals required to complete all work to furnish and install the imported trench backfill, to include but not limited to backfilling trenches, placing, shaping, compacting, and material and compaction testing of the bank run gravel backfill material. All costs associated with furnishing and installing pipe bedding for storm sewer, and sanitary sewer piping systems shall be included into the unit contract price for the type and size of pipe installed. All costs to providing dewatering as required shall be included into the unit contract price for the type and size of pipe installed. All costs of providing bypass pumping as required shall be included into the unit contract price for the type and size of pipe installed. All costs associated with excavation, stockpiling, and wastehauling of native material shall be included in the unit contract price for the type and size of pipe installed. (G&O #13549) 7-10 ' � 1 ' II , � ' 1 ' ' � ' , ' 1 ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SPECIAL PROVISIONS - Continued 7-09 WATER MAINS 7-09.3(5) Grade and Alignment (June 16, 2006 G&O) Delete the first sentence of the third paragraph under this Section and replace it with the following: The depth of trenching for water mains shall be such as to give a minimum cover of 36 inches over the top of the pipe unless otherwise specified on the Plans. This Section is supplemented with the following: Except where necessary, in making connections with other lines and unless authorized by the Contracting Agency, pipes shall be laid with bells facing in the direction of laying. Bells shall be placed on the uphill side for lines installed on an appreciable slope. Water mains shall be laid on a continuous positive grade as shown on the Plans to minimize the number of high or low points in the pipefine profile unless approved by the Contracting Agency. The Contractor shall, based on his review of the site and the Plans, note areas where additional depth beyond the minimum pipe cover is required to avoid certain utility conflicts and provide adequate bury at ditches, and adjust the pipeline profile accordingly to maintain a continuous grade. 7-09.3(6) Existing Utilities (April 24, 2009 G&O) This Section is supplemented with the following: Where shown on the Plans or where designated by the engineer, existing pipes shall be plugged at all inlets for a distance of 2 diameters with commercial concrete. In addition the Contractor shall anticipate that all inlets of existing pipes to be abandoned in place shall be plugged. Care shall be used in placing the concrete in the pipe to see that the opening of the pipe is completely filled and thoroughly plugged. (G8�0 #13549) 7 ' � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Zo 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 7-09.3(7) Trench Excavation (January 4, 2010 G&O) Delete the third paragraph under this Section and replace it with the following: The length of trench excavation in advance of pipe laying shall be kept to a maximum of 100 feet. Excavation shall either be closed up at the end of the day or protected per Section 1.07.23(1). This Section is supplemented with the following: The Contractor shall limit his excavation to the limits of the maximum payment width and depth shown on the Plans. If the Contractor purposely or neglectfully excavates to a width or depth beyond the maximum payment limit of the trench, as shown on the Plans, all expenses associated with any additional trenching, wastehaul, trench backfill, compaction, testing and surface restoration as a result of excavating beyond the neat line payment limits shall be borne by the Contractor. Trench excavation shall also include wastehauling to a Contracting Agency approved site all excess and/or unsuitable material encountered including, but not limited to, abandoned pipelines, concrete, asphalt, tree stumps, trees, logs, abandoned rail ties, piling, and riprap. The Contractor shall obtain approved grading and filling permits for all spoils material- sites, from the Contracting Agency County, or both as required. These permits shall be secured and paid for by the Contractor. 7-09.3(7)A Dewatering of Trench (January 4, 2010 G&O) This Section is supplemented with the following: The Contractor shall furnish all equipment necessary to dewater the excavation. Before operations begin, the Contractor shall have sufficient pumping equipment and/or other machinery available on site to assure that the operation of any dewatering system can be maintained. The Contractor shall dispose of the water in such a manner as not to cause a nuisance or menace to the public, and comply with all codes, regulations, and ordinances of applicable governing authorities with regard to drilling, dewatering, and erosion control. The release of groundwater to its static level shall be performed in such a manner as to maintain the undisturbed state of the natural foundation soil, (G&O #13549) 7-12 ' ' 1 � ' � � � ' � ' ' ' , ' 1 1 ' 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued prevent disturbance of backfill and prevent movement of structures and pipelines. The dewatering system shall be installed and operated by the Contractor so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. Should settlement of the surrounding area and/or structures be observed, the Contractor shall cease dewatering operations and implement contingency plans. The cost of repairing any damage to adjacent structures, underground facilities or utilities and satisfactory restoration of above ground facilities to include fences, paving, concrete, etc., shall be the responsibility of the Contractor. The Contractor shall be required to comply with all conditions and requirements mandated by the Department of Ecology for the construction, operation, and decommissioning of dewatering facilities. 7-09.3(7)B Rock Excavation (November 24, 2010 G&O) This Section is supplemented with the following: It is not anticipated that solid rock will be encountered. Should such material be encountered, however, the excavation, removal and wastehaul will be paid at a negotiated price per Section 1-04.4. Boulders or broken rock less than 2 cubic yards in volume, shall not be classified as rock, nor will so-called "hard-pan" or cemented gravel, even though it may be advantageous to use special equipment in its removal. 7-09.3(11) Compaction of Backfill (June 16, 2006 G8�0) This Section is supplemented with the following: The Contractor shall provide the services of a Contracting Agency approved soils testing laboratory to conduct materials testing to determine the maximum compaction values and in-situ density tests of the compacted materials used for backfilling trenches to ensure their placement is in compliance with the Contract Documents. An advance copy of any and all results obtained by the independent testing laboratory onsite shall be given to the Contracting Agency prior to the laboratory representative leaving the site. (G8�0 #13549) 7-13 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 This random testing is not intended to, nor shafl it relieve the Contractor from obtaining the necessary compaction results throughout the project, or from providing continuous testing at his own expense for use in compaction process control. Copies of all random and process control test reports obtained by the Contractor shall be sent to the Contracting Agency, at no additional cost to the Contracting Agency. Retesting and reinspection required because of defective work and testing performed for the convenience of the Contractor shall be the responsibility of the Contractor at no additional cost to the Contracting Agency. Testing shall not be cause for claims for delay by the Contractor. Original reports shall be sent to the Contracting Agency. 7-09.3('i3) liandling of Pipe (June 16, 2006 G&O} This Section is supplemented with the following: Pipe shall be stacked in such a manner as to prevent damage to the pipe, to prevent dirt and debris from entering the pipe, and to prevent any movement of the pipe. Stacking layers shall be limited to the recommendations in the DIP Installation Guide. Pipe shall not be strung across driveways, in ditches, or within 10 feet of the edge of the travel lane. 7-09.3(16) Cleaning and Assembling Joints (June 16, 2006 G&O) This Section is supplemented with the following: All joints in the pipe, fittings, valves, flexible couplings, ductile iron sleeves, etc., shall be fully seated with small clearances allowed for pipe expansion. Where flexible couplings and ductile iron sleeves are called for, the space befinreen pipe ends shall not exceed 1/4 inch, to prevent pipe movement such as would possibly be caused by the resultant thrust of a nearby closed valve. When the space between pipe ends is excessive, a short section (1" to 2") of pipe may be inserted as a spacer ring to limit such pipe movement within the coupling (or sleeve), to obtain the 1/4 inch limitation stipulated herein. (G80 #13549) 7-14 ' , 1 ' , , � ' ' ' 1 ' LJ � � ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 SPECIAL PROVISIONS - Continued 7-09.3(19)A Connections to Existing Mains �******� This Section is supplemented with the following: The location, type, and size of existing facilities have been determined from available records and are approximate. It is anticipated that connections can be made, in general, as shown on the Plans. It shall be the responsibility of the Contractor to determine the exact location and to ascertain the type and size of the existing facilities prior to starting work on each connection and to provide minor alternation as may be required at no additional cost to the Contracting Agency. If the connection to the existing system involves turning off the water, the Contractor shall provide a minimum notice of 5 working days to the Inspector, and the Contracting Agency, prior to scheduling shutoff. The Contractor shall notify (i.e., by distributing door hangers) all water customers affected by a scheduled shutdown. The notices shall be hand delivered not less than 48 hours nor more than 72 hours before the scheduled • shutdown. No service shall be shut down for more than 4 hours per day without prior approval of the Contracting Agency. The Contractor shall maintain service in the existing facilities at each connection until such time that the connection is actually made. Final connection will be permitted under the supervision of the Contracting Agency after receiving satisfactory water quality tests, and a continuous safe supply of water is available through the new facilities. The Contractor shall furnish, install and remove all temporary plugs, caps, blowoffs, temporary blocking, and all other items of a temporary nature required to construct the proposed facilities up to the point of connection for the pressure and purity tests. 7-09.3(19)B Maintaining Service (June 16, 2006 G&O) This Section is supplemented with the following: No Contracting Agency owned utility service will be allowed to be shutdown for more than 4 hours per day without prior approval. (G&O #13549) 7 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 7-09.3(21) Concrete Thrust Blocking (June 16, 2006 G8�0) This Section is supplemented with the following: All fittings requiring a thrust or anchor concrete block shall first be covered with 4-mil Visqueen plastic sheets, before concrete is poured. At no time shall the concrete be allowed to cover joints, bolt heads, or nuts. The poured in place concrete thrust and/or anchor blocks shall be in place at least 24 hours before beginning the pressure test, to allow the concrete to set. Longer durations may be required to ensure adequate curing has been established to conduct the necessary testing. .� 7-09.3(23) Flydrostatic Pressure Test (June 16, 2006 G&O) This Section is supplemented with the following: Testing pressure against closed butterfly valves shall not exceed 150 psi differential between upstream and downstream pressures. All water services lines shall be installed prior to testing the main lines. Delete the ninth paragraph and replace it with the following: There shall not be an appreciable or abrupt loss in pressure during the 2-hour test period. 7-09.3(24)A Flushing (June 16, 2006 G&O) This Section is supplemented with the following: The Contractor shall check the downstream capacity of the' drainage system proposed to facilitate disposal of flushing water prior to starting the flushing process. The Contracting Agency will furnish the water necessary to fill and flush the pipelines for testing purposes at a time of day when sufficient quantities of water are available for normal system operation. � The Contractor shall monitor the rate of disposal to prevent flooding of any areas downstream of the contractor flushing operations. (G&O #13549) 7-16 , , ' ' ' ' ' � ' ' � , ' , ' � ' , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued All service lines shall be flushed prior to connecting the meters. 7-09.3(24)J Preventing Reverse Flow (June 16, 2006 G&O) This Section is supplemented with the following: The configuration of the installation of an approved backflow prevention device shall be submitted to the Contracting Agency for review and approval prior to the installation and use of the device and making the connection. 7-09.3(24)N Final Flushing and Testing (June 16, 2006 G&O) Delete the third paragraph under this Section and replace with the following: Before placing the line into service, a satisfactory report shall received on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Contractor. This Section is supplemented with the following: All water mains shall be flushed within 48 hours of chlorination. No flushing will be allowed on weekends or on holidays. The Contracting Agency shall be notified by the Contractor a minimum of 48 hours in advance of any flushing or flow testing. 7-09.3(24)O Repetition of Flushing and Testing (May 1, 2006 G&O) This Section is supplemented with the following: The Contractor shall be responsible for payment of all repeat bacteriological testing. Testing shall not be cause for claims for delay by the Contractor and all expenses accruing there from shall be borne by the Contractor. Re-testing and re-inspection required because of defective work and testing performed for the convenience of the Contractor shall be paid by the Contractor. 7-09.3(25) Temporary Blowoff Assemblies (New Section) (June 16, 2006 G&O) Any temporary blowoff assemblies required for the Project shall be furnished and installed by the Contractor at no expense to the Contracting Agency. Blowoffs (G&O #13549) 7-17 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 shall be sized to provide a minimum pipe flow (scouring velocity) of 2.5 feet per second. Only brass plugs will be allowed to be utilized to plug pipelines where these temporary facilities were installed. 7-12 VALVES FOR WATER MAINS 7-12.3 Construction Requirements �******� This Section is supplemented with the following: The required field inspection shall include operating the valve over the full range of opening to closed to ensure the valve firmly seals and fully clears the flow path. The ears of the valve box cover shall be aligned along the pipe centerline. Adjust Valve Cover to Grade Water valves to remain in place that fall within the construction area shall be adjusted to final grade after placement of the final lift of pavement. Valves within the asphalt paved areas shall use a minimum of 6-inch-wide by 6-inch-deep concrete ring with 3 inches of HMA CI. 1/2" PG 64-22 asphalt concrete pavement to adjust the valve to grade. The asphalt concrete patch shall be sealed with AR4000W paving asphalt. Valves within concrete paved areas shall be adjusted to grade using the full depth of concrete pavement. The existing valve box shall be replaced. All valves shall be installed with cast-iron valve boxes. All valves in unpaved areas shall have a 2-foot-square asphalt pad around the vafve cover, and valve clusters shall have a contiguous asphalt pad that extends 2 feet beyond each valve. All valves in unpaved areas shall be installed with a valve marker post unless otherwise directed by the Engineer. 7-12.3(1) Installation of Valve Marker Post Replace the first sentence of this Section with the following: A precast valve marker post shall be furnished and installed with each single or closely grouped combination of valves in unpaved areas. Marker posts shall be located as directed by the Engineer. The Contractor shall exercise care in handling the valve covers. Valve covers damaged due to the Contractor's operations shall be repaired or replaced by the Contractor at no added cost. (G&O #13549) 7-18 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 7-12.4 Measurement This Section is supplemented with the following: Adjust Valve Box shall be measured per each. 7-12.5 Payment �******� Delete all paragraphs under this Section and replace with the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Adjust Valve Box," per each. The unit contract price per each for "Adjust Valve Box" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to adjust existing valve boxes to the .- finished grade per Section 7-12.3 in the Special Provisions. 7-14 HYDRANTS 7-14.3 Construction Requirements �******� This Section is supplemented with the following: The new hydrant assembly shall be installed in accordance with the Standard Specifications and as detailed in the Plans. When removing old hydrants as indicated on the Plans, the existing hydrant and piping to the main shall be abandoned. The hydrant, valves, and piping back to the main shall be removed from the ground. The gate valve shall be sealed with a restrained MJ cap or plug. The hydrant gate valve box shall be removed in its entirety from the road surface to the top of the valve. 7-14.3(1) Setting Hydrants (June 16, 2006 G&O) Delete the first paragraph under this Section and replace it with the following: Where shown in the Plans, hydrants shall be installed in accordance with the detail provided on the Plans. In addition, a minimum 3-foot radius unobstructed working area shall be provided around all hydrants. (G&O #13549) 7-19 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 This Section is supplemented with the following: The Contractor shall furnish fire hydrants with the correct bury depth (trench depth), in accordance with the specified pipe depth and special conditions of the Project. The fire hydrants shall be installed to provide the mounting height above finished grade as shown on the Plans. The hydrant shall be installed plumb on the vertical axis. After installation, each hydrant shall receive two field coats of paint. The first coat shall be thoroughly dried before applying the second coat. The exact colors shall be per Contracting Agency's current standards. One blue lane marker, Type 2, shall be installed at all fire hydrant locations. It shall be installed on the adjacent pavement at locations designated by the Contracting Agency and in accordance with the provisions of Section 8-09 and Section 9-21. 7-14.3(2) Hydrant Connections (June 16, 2006 G&O) Delete all paragraphs under this Section and replace with the following: Hydrant laterals shall consist of one continuous section of 6-inch Class 52 ductile iron pipe from the main to the hydrant and shall include an auxiliary gate valve set vertically and placed in accordance with the detail provided on the Plans. 7-14.3(2)A Hydrant Restraints (June 16, 2006 G&O) Delete the first sentence of the first paragraph under this Section and replace with the following: . The thrust created in the hydrant lateral shall be restrained as shown on the detail provided on the Plans. 7-14.4 Measurement (November 24, 2010 G&O) Delete all paragraphs under this Section and replace with the following: Measurement of fire hydrant assembly will be made per each. No measurement shall be made for hydrant extension. (G&O #13549) 7-20 ' ' 1 ' , �J , , ' � , 1 1 , ' , ' , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 7-14.5 Payment (January 7, 2013 G&O) Delete all paragraphs in this Section and replace it with the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Fire Hydrant Assembly," per each. The unit contract price per each for "Fire Hydrant Assembly" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to complete all work to furnish and install this item, to include but not limited to excavation, compaction, removal and wastehaul of excess or unsuitable trench excavation material, dewatering, painting, blocking, restraint systems, gate valve, main line tee, valve box, hydrant extensions, Storz adaptors, fittings, gravel drywell, concrete pads, guard post(s), the 6-inch hydrant stub, hillside barrier, turning the pumper port to face the street, testing, flushing, and disinfection. The work required to remove and deliver existing fire hydrants to the Contracting Agency shops as required shall be considered incidental to the Project and as such merged into the various unit and lump sum contract items requiring the removal. 7-15 SERVICE CONNECTIONS �******� 7-15.1 Description Replace this Section with the following: This work generally consists of relocating, adjusting and/or replacing existing water meter boxes and services as noted on the plans or directed by the Engineer. 7-15.2 Materials Supplement this Section with the following: It is the City's intent to reuse as many of the existing cast iron water meter boxes as possible. Boxes throughout the project site have been inspected and noted in the plans which appear not to be damaged and are suitable (G&O #13549) 7-21 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 for reuse. Replacement boxes for the damaged ones are noted below. Water meter boxes identified for reuse and damaged by the Contractor will be replaced with a new water meter box at no cost to the City. Water meter boxes shall be HDPE with minimum wall thickness 0.5 inch. The box shall be rated for minimum loading of 15,000 Ibs. For 1-inch meters, Carson 1324 MSBCF at 12-inch depth, Mid-States BCF132412B, or approved equal. For 2-inch meters, Carson 1730 MSBCF at 12-inch depth, Mid-States BCF173018B. Other manufacturer DFW Plastics. Water meter box lids shall be solid ductile or gray iron, size to match water meter box opening. The lid shall state "WATER METER" on the cover with an area for touch read. The surface coating shall be dipped with diamond-mesh machined surface. East Jordan Iron Works Product No.32131364 for 13-inch by 24-inch meter box and Product No. 32131770 for 17-inch by 30-inch meter box. Other manufacturers include EBAA Iron and Vestal Manufacturers. Water Meter Boxes Carson, Mid-States, DFW Plastics Lids East Jordan Iron Works, EBAA Iron, Vestal Manufacturing Restraints EBAA- Iron, Romac, Star Pipe Products 7-15.3 Construction Requirements Delete the first paragraph in this Section and replace with the following: All piping and fittings for meter boxes being relocated shall be left exposed until they have been inspected by the Contracting Agency and approval is given for backfilling. Supplement this Section with the following: Demolish/abandon water meter boxes as shown on the plans and where directed by the Engineer. Abandonment shall include removal and disposal of the meter box, return of the meter to the City, disconnecting the service at the main and shutting the corporation stop, backfill with crushed gravel, and surface restoration. Not all abandoned meter boxes or inactive services may be shown and will be identified in the field by the City during the work. (G&O #13549) 7-22 � C 1 ' , ' � , ' ' ' L 1 ' ' � 1 ' , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 7-15.4 Measurement Delete all paragraphs under this Section and replace with the following: Adjust meter box, abandon meter box, relocate meter box and new meter box shall be measured per each. 7-15.5 Payment Delete all paragraphs paragraph in this Section and replace with the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Adjust Meter Box," per each. The unit contract price per each for "Adjust Meter Box" shall constitute full compensation for� all labor, materials, tools, equipment, transportation, supplies, and incidentals required to clean and adjust existing meter boxes to the finished paved surfaces, backfilling, compaction, and restoration. "Abandon Meter Box," per each. The unit contract price per each for "Abandon Meter Box" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to remove and dispose of the existing meter box, returning the meter to the City, abandonment of the lateral at the main, backfilling with gravel, and restoration. "Relocate Meter Box," per each. The unit contract price per each for "Relocate Meter Box" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to excavate, extend or shorten the service line as needed, furnishing and installing the new meter box, or clean and reinstall the existing meter box, backfilling, compaction, and restoration. "New Meter Box," per each. The unit contract price per each for "New Meter Box" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to furnish and install new meter boxes to the finished surfaces, as noted and detailed on the Plans. (G&O #13549) 7-23 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 7-17 SANITARY SEWERS �***��*� 7-17.1 Description Replace this Section with the following: This work consists of constructing sanitary sewer lines in accordance with the Plans, these Specifications, the Standard Plans, and City of Bremerton standards. 7-17.2 Materials Replace this Section with the following: Sanitary sewer pipe shall be PVC, ASTM D3034, SDR 35 per 9-05.12(1). Fittings shall be PVC and meet the requirements of ASTM D3034 and may be gasketed joint or solvent welded. 7-17.3 Construction 12equirements 7-17.3(1) Protection of Existing Sewerage Facilities Add the following new subsections to this Section: 7-17.3(1)A Maintaining Sewer Service Idew Section The Contractor shall maintain active sewer service �during construction. The Contractor shall provide all equipment, materials, and labor for ensuring that service is maintained, including temporary pumps, hoses, piping, tanks, and other means necessary to maintain active sewer service for all customers. No discharge of sanitary sewage to the storm drain system or environment shall be allowed. The Contractor shall submit a plan to the City describing how sewer service will be maintained to customers during construction at least 2 weeks prior to work on the sewer main. The plan shall indicate the method of maintaining service, the duration of the bypass if used, who the Contractor has designated to be responsible for the bypassing, and the redundancy provided for the bypassing. Systems shall be designed for the low- and high-flow wet weather conditions. City and Contractor will meet to discuss the plan and determine what coordination will be required between City and Contractor to maintain service to City customers. The Contractor shall revise the plan based on the meeting and resubmit to the (G&O #13549) 7-24 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Owner for final approval. Work shall not begin on constructing the new sewer until the plan has been approved by the Owner. 7-17.3(1)B Maintaining Sewer Service of Laterals New Section The City shall coordinate with individual property owners to request their voluntary suspension of sewage flows during construction if required. 7-17.3(2) Cleaning and Testing Subsections 7-17.3(2)A through 7-17.3(2)G are deleted. 7-17.3(2)H Television Inspection (September 29, 2009 COB) This Section is deleted and replaced as follows: All sewer lines shall be internally inspected after installation with a tracked, swivel-head television camera. Provide the City of Bremerton with a VHS color videotape or DVD of the inspection and an inspection record of the entire length of constructed sewer lines. The camera shall be stopped at each joint and side sewer and the camera head swiveled to directly view the full circumference of each joint. Each side sewer connection shall be similarly inspected. Correct any defects noted during the inspection and reinspect after the corrections have been completed. The Contractor shall bear all costs incurred in correcting any deficiencies found during the television inspection. Television inspection shall be performed following final backfill and compaction, and prior to final paving. 7-17.5 Payment This Section is supplemented with the following: Payment for sanitary sewer, whatever material type or size, shall be per linear foot of pipe furnished and installed to the grade and elevations shown in the Plans, including excavation, demolition of existing pipe, plugging existing pipe, pipe bedding, bypassing existing flow, installation, backfill, cleaning, video inspection, and pressure testing, complete. Connections at the structure shall be considered incidental to this bid item. (G80 #13549) 7-25 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 (September 29, 2009 COB) Replace the second paragraph in this section with the following: The unit Contract price per linear foot for sewer pipe of the kind and size specified shall be full pay for furnishing, hauling, and assembling in place the completed installation including all wyes, tees, special fittings, joint materials, bedding and backfill material, television inspection, and adjustment of inverts to manholes for the completion of the installation to the required lines and grades. 7-18 SIDE SEWERS �******� 7-18.1 Description Replace this Section with the following: This work shall consist of evaluating and replacing existing side sewers (laterals) with new pipe. Description of rehabilitation of side sewers using CIPP technology is discussed in Section 7-20. 7-18.2 Materials Replace this Section with the following: Side sewers shall be PVC, ASTM D3034, DR 35 and match the diameter of the existing pipe. Fittings shall be glued-joint PVC or gasketed and compatible with ASTM D3034 pipe. Compression couplings shall be elastomeric with stainless steel compression bands (Fernco or equal). 7-18.3 Construction Requirements This Section is supplemented with the following: The approximate location of known sanitary side sewers (laterals) is shown on the Plans. The condition of the laterals is unknown. The Contractor shall perForm a video inspection of each lateral per Section 7-04.3(2) as it is encountered in the field. The Engineer will immediately evaluate the video footage and make a determination whether the lateral shall be replaced with new piping or rehabilitated using CIPP technology. (G&O #13549) 7-26 ' ' ' � ' 1 , , ' � 1 ' l� � ' ' ' , 1 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued When a determination is made that the existing lateral shall be replaced with new pipe, the existing lateral shall be cut at both ends and plugged with the concrete. A new lateral shall be installed in accordance with this Section from the new main to the property line. A cleanout shall be installed at the property line (See Section 7-19). When it is determined that the line will be rehabilitated using CIPP technology, the lateral shall be lined in accordance with Section SP 7-20. The connection at the new main shall be made with a PVC wye or tee, InsertaTee from ADS, or approved equal. Side sewers shall be out of service for no more than 8 hours during replacement. The Contractor may permit sewage flow from the cut lateral to discharge directly into the trench or may choose to bypass the flow using plugs and pumps. The Contractor shall not backfill the restored lateral until inspected by the City. Couplings shall be supported with compacted gravel or CDF to prevent settling during backfill. Generally, existing sewer laterals are 6 inches in diameter. Maintain adequate supplies on hand for restoration of 4-inch, 6-inch, and 8-inch side sewers, including piping and flexible couplings. The Contractor shall continue other work during the lateral work. 7-18.3(3) Testing This Section is deleted. 7-18.3(5) End Pipe Marker This Section is deleted. 7-18.4 Measurement Replace this Section with the following: Measurement for installing new side sewers shall be per linear foot of new pipe furnished and installed from the connection at the main to the connection at the cleanout. (G&O #13549) 7-27 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 7-18.5 Payment Replace this Section with the following: "PVC Side Sewer, 4 In. Diam.," per linear foot. "PVC Side Sewer, 6 In. Diam.," per linear foot. Payment for "PVC Side Sewer, 4 In. Diam." and "PVC Side Sewer, 6 In. Diam." shall be per linear foot of new side sewer pipe installed and connected, including excavation, demolition of existing pipe, ` bedding, installing new side sewer pipe, backfill and compaction,:+ making connections at both ends, and television inspection to provide a� complete and connected new sewer lateral from the new main to the property line. 7-19 SEWEi2 CLEANOUTS �******� 7-19.2 Materials This Section is supplemented with the following: Cleanouts shall be per City of Bremerton and Construction Standards and Specifications, Detail 6020, and as shown in the Plans. 7-19.3 Construction Requirements This Section is supplemented with the following: Cleanouts shall be installed as indicated on the Plans or where directed by the Engineer. If no cleanout is present on any existing side sewer to be lined, the Contractor shall install a cleanout. Bidirectional cleanouts shall be installed where there is not sufficient space between the building and the property line for a standard cleanout. The Engineer shall make the determination for when a bi-directional cleanout shall be installed. 7-19.4 Measurement This Section is supplemented with the following: Bilateral sewer cleanout will be measured per each. (G&O #13549) 7-28 � � 1 , , ' ' ' ' , 1 ' � ' �� ' 1 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 7-19.5 Payment This Section is replaced with the following: "Bilateral Sewer Cleanout," per each. Payment for "Sewer Cleanout" and "Bilateral Sewer Cleanout", per each, shall include the full cost for installing and connecting a sewer cleanout or bilateral sewer cleanout, including excavation, cutting existing pipe, installing and making connection with new pipe and fittings, extending riser up to grade, frame and cover, backfill, concrete pad, compaction, and any other work required to install a functioning sewer cleanout or bilateral sewer cleanout. Surface restoration shall be paid under separate bid items. Add the following new Section: 7-20 SIDE SEWER REHABILITATION 7-20.1 Description (NEW SECTION) This work shall generally consist of evaluating and rehabilitating existing side sewers (laterals) using CIPP lining technology. 7-20.1(1) Submittals Provide technical data sheets for lining technology to be used describing method and materials. Provide reference and list of projects for company that will perForm the work. The liner manufacturer must have at least 5 years of experience in the United States in manufacturing/supplying CIPP liner for lining laterals. Perma-Liner Industries or equal. 7-20.2 Materials See Section 7-18.2 for pipe, fittings, and couplings. CIPP Lateral Lining The liner tube shall consist of a needled felt. The liner tube shall be fabricated together using a butt-stitched-seam sealing process with a heat-welded sealing tape to ensure airtight seal. The liner tube shall be capable of carrying resin and withstanding installation pressures and curing temperatures. An internal bladder shall come inside of the liner (G8�0 #13549) 7-29 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 material. This bladder may consist of a rubber or vinyl calibration hose material. The resin shall be a two-part, 100 percent solids epoxy containing no styrene. No styrene-based resin will be accepted due to its change in volume during polymerization. The epoxy resin shall be formulated to have a gel (pot) life of approximately 30 minutes with a set cure time of 3 hours. The epoxy shall ambient cure by internal exothermic chemical reaction. External heat processes using hot water or steam to lower cure times will be accepted. The seam-stitched/heat-welded seam tape/felt finer tube and resin wili, upon installation, meet and/or exceed minimum testing standards as required by ASTM D790, D638, and D543. 7-20.3 Construction Requirements Each lateral shall be inspected with a video camera per Section 7-17.3(2) as the lateral is initially encountered in the field. The results from the inspection shall be immediately provided to the Engineer, who will determine whether the lateral shall be replaced with new pipe or rehabilitated using CIPP lateral lining technology. If the Engineer determines that the lateral can be rehabilitated, it shall be disconnected at the main and lined from the main to the property line as described in Section 7-20.3(1). The rehabilitated lateral shall be connected to the cleanout at the property line and at the new main. Use additional PVC pipe, fittings, and compression couplings as required to make the connections at both ends. Use a PVC tee or InsertaTee for entry at the main. 7-20.3(1) CIPP Lining 1. Notify the property owner a minimum of 24 hours in advance of operation. Notification should direct the property owner to use no utilities, such as toilets, sinks, dishwasher, laundry washer, bathtubs, or sump pumps during the installation and curing process. The Contractor shall determine whether the water supply should be temporarily shut down and discuss this with the Engineer. Generally no bypass pumping is needed. 2. Clean sewer laterals to remove all sand, rocks, gravel, grease, mud, sludge, and other debris from the invert to permit proper installation of liner. Remove roots to effectively line the entire pipe. (G&O #13549) 7-30 1 ' ' ' � � ' ' ' , ' ' ' ' 1 ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 3. Perform a video inspection after cleaning to ensure removal of debris and roots. Based on the video inspection, pertorm additional cleaning and root removal as required. A copy of the final pre-lining video inspection shall be provided to the Engineer. 4. Perform resin impregnation of CIPP material prior to installation into the lateral. Visual inspection must yield no dry spots in the liner. The volume of resin used should be sufficient to fully saturate all the voids of the fabric tube material at nominal thickness and diameter. The volume should be adjusted by adding 3 to 15 percent excess resin to allow for migration through the perforations of the fabric tube out onto the host pipe. Protect the resin and liner material to prevent contamination and/or dilution prior to installation. 5. Pull liner into place using a pre-strung winch or cable line. The liner tube shall be designed to fit tightly against the host pipe. The bladder tube inside the liner will be inflated to ensure the liner is tight against the host pipe until fully cured. The resin-impregnated liner tube shall cure within 4 hours without external heat sources. 6. External heat sources, such as hot water and steam, may be used to speed the cure of the liner. If either of these is used, a proper initial cure, post cure, and cool down process must be implemented to the resin manufacturer's specifications. 7. Once the curing process is finished, remove internal bladder and inspect lining to ensure smooth, continuous, wrinkle-free installation against the host pipe along entire length of pipe. � � Remove lateral material protruding into the main. Perform post-installation video inspection and provide to the Owner for review and approval/rejection. 7-20.4 Measurement Measurement for rehabilitating side sewers with CIPP technology shall be per each lateral. 7-20.5 Payment Payment will be made in accordance with Section 1-04.1, for the following Bid items when they are included in the Proposal: (G&O #13549) 7-31 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 "Side Sewer CIPP, 4 In. Diam.," per each. "Side Sewer CIPP, 6 In. Diam.," per each. Payment for "Side Sewer CIPP, 4 In. Diam." and "Side Sewer CIPP, 6 In. Diam." shall be per each sewer lateral that is rehabilitated, including video inspection, excavation, lining the lateral, additional pipe and fittings to make connections on both ends, backfill and compaction, to provide a complete and connected rehabilitated sewer lateral using CIPP technology from the new main to the property line. 7-21 TEMPORARY SEWAGE PUMPING (NEW SECTION) 7-21.1 Description This Section specifies the requirements for all temporary sewage pumping of wastewater flows required to construct the sewers, connect to existing sewers, side sewers, and manholes. 7-21.1.2 General 7-21.1.2(1) Submittals Within 15 days after the Notice to Proceed, the Contractor shall submit a Temporary Sewage Pumping Plan complete with design data in accordance with these Specifications showing methods and equipment the Contractor proposes to utilize at all locations for use in sewer pumping. The submittal shall include the following information: 1 2 3 4 5 (G80 #13549) Drawing indicating the location of temporary sewer plugs and bypass discharge lines. Capacities of pumps, prime movers, and standby equipment. Design calculations providing adequacy of bypassing system and selected equipment. Noise attenuation for operation of pumps, prime movers, and standby equipment and proposed hours of operation. Plan to maintain access to all residences during construction. 7-32 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 7-21.3 Execution The Contractor shall provide all labor, materials, equipment, and supervision required to provide temporary bypass pumping of raw sewage generally located among the sewer pipelines and side sewers within the Project site or other areas necessary to conduct the work. The temporary bypass pumping shall continue for the duration of the period that each segment is out of service, from initial disruption though approval by the Contracting Agency to place each segment back in service. The Contractor shall be responsible for determining the bypass pumping capacity required for each line segment. The Contractor's pumping equipment shall be capable of handling all solids typically found in sanitary sewers, including rocks and other debris. All bypassed flow shall be discharged as approved by the Contracting Agency. No bypassing to the ground surface, receiving waters, or which results in groundwater contamination or potential health hazards shall be permitted. The Contractor shall maintain on site sufficient equipment and materials to ensure continuous and successful operation of the bypass systems. Standby pumps shall be fueled and operational at all times. The Contractor shall maintain on site a sufficient number of valves, tees, elbows, connections, tools, sewer plugs, piping, and other parts of the system as necessary. If electric pumps are being used, standby generators shall be available to ensure continuity of the pumping operation in the event of a power failure. All temporary pumping equipment shall include noise attenuation. The Contractor shall maintain access to all driveways and residences during temporary pumping activities. Pipe protection ramps and other protection shall be provided as necessary. 7-21.4 Measurement Measurement for Temporary Sewage Pumping shall be lump sum. 7-21.5 Payment The lump sum price bid for TEMPORARY SEWAGE PUMPING shall include all costs of furnishing, installing, maintaining sewage flows for the project to include but not limited to furnishing piping, valves, fittings, and equipment to successfully transfer sewage flows around the area under construction. The Contractor shall be responsible for maintaining and fueling generators or providing power to the pumps to guarantee continuous operation. (G&O #13549) 7-33 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 7-25 VACUUM INSERTED SEWER CLEANOUT (NEW SECTION) 7-25.1 Description This method consists of the installation of a sewer lateral clean out without conventional excavation. The product and process consists of locating a sewer lateral pipe by the most effective means available to the installer. The most common method utilized consists of inserting a video camera with an internal sonde into the lateral service line from the mainline pipe. Locating the lateral pipe is accomplished using a locating receiver. The located lateral pipe shall be marked by driving a steel pin in the soil when possible, and marking the surface with marking paint and a marking flag. A borehole approximately 20 inches in diameter is created by vacuum excavation. The existing side sewer lateral pipe is cleaned and a saddle is affixed to one end of a PVC riser pipe utilizing a solvent weld. A mastic adhesive/sealant is applied to the underside of the saddle. The pipe and saddle are inserted down into the hole with the saddle end first, to snap fit onto the exterior of the lateral pipe. The saddle is pressed down onto the lateral pipe whereby the saddle expands under the downward force until the bottom-most portion of the saddle has surrounded more than 50 percent of the pipe diameter. Once the saddle has surrounded more than half of the pipe and passes the spring line of the pipe, the saddle retracts thus pulling downward until the saddle has snapped as it encompasses a majority of the pipe. The annular space is backfilled and a cleanout is installed at the new grade as shown on the Plans. The Contractor shall be responsible for verifying the exact dimensions and material of the existing sanitary side sewer lateral pipe. 7-25.1(1) Submittals The Contractor shall verify liner size, length, thickness, diameter of existing pipe, and material composition by submitting for Engineer's review liner size and thickness calculations and assumptions used as a basis for the calculations. The Contractor shall submit for the Engineer's review certified test results on all lining materials, and shall furnish manufacturer certification that the liner materials are in compliance with the standards and codes referenced herein. The Contractor shall submit for the Engineer's review details of all component materials and construction details including complete manufacturer's recommendations for storage and temperature control, handling, installation and reforming procedures. (G&O #13549) 7-34 ' 1 1 ' ' � � , ' ' ' , ' L� , ' ' ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 7-25.1(2) Quality Assurance The installation shall be performed by a Contractor fully licensed by the manufacturer for installing vacuum inserted sewer cleanouts and the process shall be Vac-a-Tee by LMK Enterprises, Inc. or equal. 7-25.2 Materials The material shall be a one-piece, molded PVC saddle and shall be compatible with the riser pipe. The riser pipe shall be solvent welded into the saddle boss. The saddle shall conform to the lateral pipe by a snap fit where the lateral pipe is 6 inches in diameter. The riser pipe shall be SDR 35 or SDR 26 PVC. The resin will be a one-part marine grade adhesive/sealant designed for the specific designed for the application of a VAC-A-TEE saddle adhered to the lateral pipe by a chemical bond. 7-25.3 Execution The method recommended lateral lining. of installation shall be compatible with the manufacturers practices. All work shall be coordinated with the side sewer In grass areas, the sod shall be neatly cut and removed. In pavement areas, the pavement shall be straight-line marked, cut and removed. The vacuum excavated borehole shall be approximately 20 inches in diameter and all spoils shall be deposited in a vacuum truck. A riser pipe of an appropriate length is solvent welded to the saddle. The adhesive/sealant shall be applied to the underside of the saddle at no less than a 1/4-inch-thick layer. The saddle and riser pipe shall be carefully inserted into the bore hole, setting the saddle onto the pipe, applying a downward force causing the saddle to expand and snap onto the lateral pipe. Immediately after the saddle has been affixed to the lateral pipe, the riser pipe should be secured by backfilling the bore hole with sand or pea-gravel to within 6 inches of the original grade. An exfiltration test shall be performed by filling the riser pipe with a 6-foot column of water. The test shall be pertormed no less than 2 hours from the time of affixing the saddle to the pipe. The column of water shall be held for five minutes. The water level shall be measured from the top of the riser pipe. Zero leakage is allowed. A diamond core saw shall be introduced into the riser pipe, the crown of the pipe is cut and the coupon is removed. The City approved cleanout cap and concrete pad shall be installed at the finished grade elevations as shown on the Plans. (G&O #13549) 7-35 �z SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 7-25.3(1) Videotaping All new tees and cleanouts shall be videotaped by the Contractor and the video shall be inspected by the Owner before final acceptance. Should any section of the new tee or cleanout piping require replacement and/or repairs as a result of the Contractor's actions, the line(s) shall be re-televised by the Contractor, after completion of the necessary corrective action by the Contractor, and the cost associated with this work shall be paid for by the Contractor. Any defects shall be repaired at Contractor's expense in a manner satisfactory to the Engineer. 7-25.4 Measurement "Vacuum Inserted Sewer CleanouY' will be measured per each. 7-25.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item(s): The unit price bid per each for "Vacuum Inserted Sewer Cleanout" shall constitute full compensation for all labor, materials, tools, equipment, transportation, supplies, and incidentals required to complete all work to furnish and install this item to include, but not be limited to vacuum excavation, backfill, compaction, remove and wastehaul of surplus excavated material, dewatering, tapping the side sewer lateral, and installation of the sewer cleanout assembly with casing and cover in a concrete pad for a complete installation as shown on the Plans and specified herein. (G&O #13549) ��� ' 1 ' ' ' ' 1 ' 1 ' � ' 1 ' , ' ' ' DIVISION 8 MISCELLANEOUS CONSTRUCTION 1 ' � 1 ' ' 1 u 1 � ' ' 1 ' ' ' 1 ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.1 Description (November 24, 2010 G&O) This Section is supplemented with the following: This work also consists of preparing the Erosion Control Plan, inspecting water pollution and erosion control items, preparation of the Stormwater Pollution Prevention Plan (SWPPP), transfer of the DOE Construction Stormwater General Permit from the Contracting Agency to the Contractor, payment of DOE General Permit termination fee, documenting, and testing stormwater discharge. 8-01.3 Construction Requirements (November 24, 2010 G&O) This Section is supplemented with the following: The Contractor shall take all necessary precautions and utilize the Department of Ecology's (DOE) Best Management Practices to prevent sediment and fugitive dust from construction activities from entering into storm water systems, natural waterways, or environmentally sensitive areas and from otherwise being carried away from the construction area by stormwater or air. Temporary erosion protection shall be furnished, installed, and maintained for the duration of this Project to protect environmentally sensitive areas, sloped surfaces, adjacent areas and/or water bodies or conveyance systems. Temporary erosion protection may include the use of straw, jute matting, wattles, heavy plastic sheeting, or other forms of ground cover on areas disturbed by construction. Sloped surfaces shall be restored and protected in such a manner that surface runoff does not erode the embankments, slopes, or ground surfaces, nor create surface channels, or ruts. The Contractor shall meet all DOE Construction Stormwater General Permit requirements including, but not limited to inspecting, documentation, testing, and notifications. A copy of the DOE Construction Stormwater General Permit is in the Appendix. Prior to any work the Contractor shall sign and submit the DOE "Transfer of Coverage" form which transfers responsibility of the site from the Contracting Agency to the Contractor for stormwater runoff. (G&O #13549) 8-1 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 The Contracting Agency has prepared a Stormwater Pollution Prevention Plan (SWPPP) for this project. The Contracting Agency will provide the SWPPP to the Contractor upon execution of the contract. The Contractor shall either adopt or modify the existing SWPPP. If modified the Contractor's SWPPP sha11 meet DOE requirements. The Contractor shall submit the SWPPP to the Engineer before any Work begins. 8-01.3(1)A Submittals (January 7, 2013) This Section is supplemented with the following: The Contractor shall be required to prepare, maintain, and update the erosion control plan, as may be required during the course of the Project. The details included are provided solely for the establishment of basic erosion control measures and are not intended to be a complete plan. 8-01.3(9)D Inlet Protection (January 7, 2013) This Section is supplemented with the following: All catch basins grates within the project limits and adjacent areas shall have inlet protection installed to prevent sedimentation from entering the storm system. The inlet protection shall be routinely cleaned of sediment to prevent plugging. This sediment shall be regularly removed, loaded, and hauled to waste whenever it presents a potential surface accumulation problem or concern to the Contracting Agency. Any damage caused by the Contactor's failure to keep the erosion materials maintained shall be borne by the Contractor alone. 8-01.3(2)B Seeding and Fertilizing (January 7, 2013 G&O) This Section is supplemented with the following: � (December 4, 2006, WSDOT GSP) Grass seed, of the following composition, proportion, and quality shall be applied at the rates shown below on all areas requiring roadside seeding within the project: . (G&O #13549) 8-2 1 , SPECIAL PROVISIONS - Continued , Kind and Variety of Seed in Mixture by Common Name and (Botanical Name) , Dwarf Perennial Ryegrass Creeping Red Fescue Hard Fescue Total Pounds PLS Per Acre � , ' i , � ' � ' ' � , , , 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Pounds Pure Live Seed (PLS) Per Acre 100 50 50 200 Seeds shall be certified "Weed Free," indicating there are no noxious or nuisance weeds in the seed. (January 3, 2006, WSDOT GSP) Sufficient quantities of 18-6-12 fertilizer shall be applied at 650 pounds per acre, 72 percent of nitrogen applied per acre shall be derived from isobutylidene diurea (IBDU), cyclo-di-urea (CDU), or a time release, polyurethane coated source with a minimum release time of 6 months. The remainder may be derived from any source. The fertilizer formulation and application rate shall be approved by the Engineer before use. (January 3, 2006, WSDOT GSP) Wood fiber mulch shall be applied at a rate of 2,000 pounds per acre, and tackifier shall be applied at a rate of 43 pounds per acre. 8-01.4 Measurement (January 7, 2013 G8�0) This Section is supplemented with the following: No specific unit of ineasure will apply to erosion/water pollution control. Seeding, fertilizing and mulching will be measured by the square yard by ground slope measurement. 8-01.5 Payment (November 24, 2010 G&O) Delete all paragraphs under this Section and replace with the following: Payments will be made in accordance with Section 1-04.1 for the following Bid Item(s): The lump sum contract price for "Erosion/Water Pollution Control" shall include all costs for preparing an erosion control plan: inspecting, documenting, testing, and notification as required by the DOE (G&O #13549) 8-3 a SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Construction Stormwater General Permit, permit transfer, termination fee, and all temporary erosion control as stated herein and as further indicated on the Plans that is not otherwise paid under separate contract items in the Proposal. The unit contract price per square yard for "Seeding, Fertilizing and Mulching" shall include all costs incidental to furnishing, installing and mowing the seed, fertilizer and mulch, complete in place and reseeding as required. 8-02 ROADSIDE PLANTING 8-02.2 Materials (January 7, 2013 G&O) This Section shall be supplemented with the following: Bark mulch for planting strip areas and surface restoration adjacent to sidewalks shall conform to Section 9-14.4(3). 8-02.3(3)B Chemical Pesticides (January 7, 2013 G&O) This Section is supplemented with the following: No chemical herbicides will be allowed in planting areas. 8-02.3(4) Topsoil (January 7, 2013 G&O) This Section is supplemented with the following: The costs of removing all excess material and debris shall be considered incidental to the Project and as such merged in the various items bid. Cultivate 4 inches of imported topsoil Type A into the existing subgrades to a minimum transition depth of 6 inches in areas to be seeded with topsoil, in sod areas, in planting strip areas and in fill slopes to be planted, as shown on the Plans. (G&O #13549) :� ' , � � ' ' ' , ' ' ' ' ' ' , ' L� 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued 8-02.3(4)A Topsoil Type A (January 7, 2013 G&O) This Section is supplemented with the following: Imported Topsoil Type A, shall be a mixture of 10 percent compost by volume and 90 percent sandy loam by volume as defined by USDA soil texture triangle, screened through a 3/8-inch screen or approved equal. Compost shall be made from ground yard waste that has first been screened through a 5/8-inch trammel screen. The composting process shall include five 3-day periods during which the compost temperature is 131 to 165 degrees Fahrenheit. The total composting time period shall be a minimum of 4 months. Topsoil shall be weed free. 8-02.3(5) Planting Area Preparation (January 7, 2013 G&O) This Section is supplemented with the following: Seeding and Planter Strip Areas: Finished grades of planting and seeding areas shall allow for soil preparation and mulch. Finished grades shall be as follows: Seeding Areas: 1 inch below all walks, curbs, and/or hard-surface edges. Perform all excavation and backfill necessary to provide finish grade of landscape areas as indicated and specified. Remove from site excess and unsuitable material. Landscape areas shall be graded to lines, grades, and cross sections indicated. Grades shall meet the following: 1. �a 3 Maximum 2:1 slope, unless otherwise indicated. Smooth and round off surfaces at abrupt grade changes. Feather grades to meet existing gradually. Rake planting areas smooth and remove surFace rocks over 2-inches diameter. 4. Provide minimum 2 percent crown or slope in all landscape areas. The Contractor is responsible for any adverse drainage conditions that may affect plant growth, unless he contacts the Project Engineer immediately indicating any possible problem. Finish grades shall be inspected and accepted by the Contracting Agency prior to commencing planting or seeding work. (G&O #13549) 8-5 ' SPECIAL PROVISfONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The costs of removing all excess material and debris shall be considered incidental to the Project and as such merged in the various items bid. Final Acceptance Final acceptance by the Contracting Agency for soil preparation will be contingent on the approval of all inspections, and that the soil preparation is consistent with these specifications and with the Plans. 8-02.4 Measurement (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the following: Topsoil, Type will be measured by the cubic yard to the nearest 0.5 cubic yard in the haul conveyance or container at the point of delivery. The Resident Inspector shall be given a copy of the trip ticket or other such evidence, which lists the quantity delivered and placed on site. The Contractor shall coordinate same. Bark or Wood Chip Mulch will be measured by the cubic yard in the haul conveyance or container at the point of delivery. The Resident Inspector shall be given a copy of the trip ticket or other such evidence, which lists the quantity delivered and placed on site. The Contractor shall coordinate same. - The pay quantities for plant materials will be determined by count of the number of satisfactory plants in each category accepted by the Engineer. 8-02.5 Payment (January 7, 2013 G&O) Delete all paragraphs under this Section and replace with the following: Payment will be made in accordance with Section 1-04.1 for each of the following listed bid items that are included in the Proposal: The unit contract price per cubic yard for "Topsoil Type A" shall be full pay for all costs necessary for providing the source of material for topsoil Type A, for pre-excavation weed control, excavating, loading, hauling, intermediate windrowing, stockpiling, weed control on stockpiles or windrows, and removal, furnishing, placing, cultivating, spreading, processing, and compacting the topsoil. (G&O #13549) :. ' ' ' 1 ' ' , 1 � � ' � ' � ' t C J , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 SPECIAL PROVISIONS - Continued The unit contract price per cubic yard for "Bark or Wood Chip Mulch" shall be full pay for all costs necessary to furnish and install the bark mulch. The unit contract price per each for "PSIPE " shall be full pay for all labor, material, tools, equipment, and supplies necessary to fine grade, produce, plant, fertilize, cultivate, furnish and install soil amendments, and cleanup. 8-04 CURB, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements (November 21, 2009 G&O) This Section is supplemented with the following: Any curb and gutter damaged, defaced, cracked, chipped, or determined to be of poor workmanship, in the opinion of the Contracting Agency, shall be removed, wastehauled and replaced by the Contractor, at the Contractor's expense. Sacking and grinding shall not be considered an acceptable means for repairing unacceptable sections. The Contractor shall further provide verbal and written notice (door hanger) to property owners identifying restricted use of their driveways, sidewalks, etc. This notice must be provided twice: at 1 week prior and again 1 day prior to the work being performed. The Contractor is required to place a minimum of 1,000 lineal feet of curb and gutter for each concrete pour. 8-04.5 Payment (January 7, 2013 G&O) This Section is supplemented with the following: The unit contract price per linear foot for "Cement Concrete Traffic Curb and Gutter," and "Extruded Cement Concrete Curb" shall include all costs associated with furnishing labor, material, tools, and equipment for the complete installation of these items including, but not limited to, forming, placing, block-outs, lowering curbs for sidewalk ramps and driveways, joint filler,� curing, temporary barricades, end-sections, and any other items as shown on the plans and as required in the field for a complete installation. It shall also include protecting all curb and gutters from vandalism and other damage until accepted by the Contracting Agency. (G&O #13549) 8-7 , ,,.. SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES 8-06.3 Construction Requirements (November 21, 2009 G&O) This Section shall be supplemented with the following: Cement Concrete Driveway Entrance shall conform to the details shown on the Plans. The driveway width shall be as shown on the Plans or as directed by the Engineer to suit field conditions. The Contractor's attention is called to the several different driveway entrance configurations. It is essential that the proper detail be used as indicated on the Plans. The Contractor shall confirm each driveway type and width in the field with the Engineer prior to forming the driveway. Failure to do so shall be justification for removing and replacing the work at no additional cost to the Contracting Agency. Before placing any concrete, the Contractor shall have on the job site enough protective paper, or equivalent, to cover the pour of an entire day in the event of rain or other unsuitable weather conditions. Driveway access shall be maintained at all times. The Contractor shall use steel plates to bridge entrances or construct entrances in sections in order to protect new driveway entrances and allow access during the curing period. The placing and compaction of the subgrade and crushed surfacing shall be in accordance with the requirements of the applicable sections of the Standard Specifications and these Special Provisions. The driveway entrance shall be protected against damage or defacement of any kind until acceptance by the Contracting Agency. Any driveway entrance not acceptable, in the opinion of the Engineer, because of damage or defacement shall be removed, wastehauled, and replaced by the Contractor at the Contractor's expense. Sacking, grinding, or spot repair shall not be considered an acceptable means for repairing unacceptable sections. To expedite completion, driveways and the adjacent curb and gutter may be poured at the same time. A full depth expansion joint is required at the back of curb. The following property owners have agreed to a full 7-day closure of their driveways to complete work with no access required to be maintained during the period noted below. If the Contractor does not complete work during this time, all provisions above apply. (G80 #13549) :: , ' , ' � , 1 , 1 � � ' � 1 1 ' � u 1 3 4 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SPECIAL PROVISIONS - Continued 1405 Wheaton Way (Tease Salon) 1917 Wheaton Way (Hair Salon) 2317 Wheaton Way (Dentist/Attorney office) July 28 to August 4 July 28 to August 4 June 23-30 The Contractor is required to place a minimum of 280 square yards of sidewalk for each concrete pour. 8-06.4 Measurement (November 21, 2009) Delete this Section and replace with the following: Cement Concrete Driveway Entrance will be measured by the square yard of total surface area from the backside of the curb to the backside of the sidewalk, regardless of entrance type. Cement Concrete Driveway Repair will be measured by the square yard of cement concrete driveway installed. 8-06.5 Payment (January 7, 2013 G8�0) This Section is supplemented with the following: The unit contract price per square yard for "Cement Concrete Driveway Entrance" shall be full compensation for all labor, tools, equipment, materials, and incidentals required to perForm the work as specified including, but not limited to, forming, joint material, furnishing and installing the concrete, finishing, protecting the work, and temporary steel plating, regardless of entrance type. The unit contract price per square yard for "Cement Concrete Driveway Repair" shall be full compensation for all labor, tools, equipment, materials, and incidentals required to perForm the work as specified including, but not limited to, forming, joint material, furnishing and installing the concrete, finishing, protecting the work, and temporary steel plating. Crushed surfacing top course shall be paid under the unit contract item for "Crushed SurFacing Top Course." (G8�0 #13549) 8-9 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 8-07.1 Description (January 7, 2013 G&O) This Section is supplemented with the following: This work also consists of furnishing and installing precast concrete bumper curbs complete as indicated on the Plans. 8-07.4 Measurement (January 7, 2013 G8�0) This Section is supplemented with the following: Precast concrete bumper curb will be measured per each. 8-07.5 Payment (January 7, 2013 G&O) This Section is supplemented with the following: "Precast Concrete Bumper Curb," per each. 8-09 RAISED PAVENiENT iVIARKERS 8-09.3 Construction 12equirements (June 16, 2006 G&O) This Section is supplemented with the following: One Blue Raised Pavement Marker Type 2 shall be placed in-line with the lane line that is closest to the hydrant perpendicular to the centerline of the roadway in front of each fire hydrant. On a two-lane roadway, the marker shall be offset from the centerline 4 inches toward the hydrant location. 8-09.4 Measurement (November 21, 2009 G&O) Delete this Section and replace with the following: Measurement of markers will be by units of 100 markers furnished and set in place regardless of the type of marker. (G&O #13549) E:�i[�7 ' , , ' , ' ' ' ' � 1 � ' � ' �I � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SPECIAL PROVISIONS - Continued 8-09.5 Payment (June 16, 2006 G&O) Delete this Section and replace with the following: "Raised Pavement Marker," per hundred. The unit contract price per hundred for "Raised Pavement Marker" shall be full pay for furnishing and installing the markers, regardless of type, in accordance with these Specifications including all costs involved with traffic control except for reimbursement for labor for traffic control in accordance with Section 1-10.5. 8-12 CHAIN LINK FENCE AND WIRE FENCE 8-12.2 Materials This Section is supplemented with the following: (August 3, 2009 WSDOT GSP) Coated Chain Link Fence Chain link fence fabric shall be hot-dip galvanized with a minimum of 0.8 ounce per square foot of surface area. Fencing materials shall be coated with an ultraviolet-insensitive plastic or other inert material at least 2 mils in thickness. Any pretreatment or coating shall be applied in accordance with the manufacturer's written instructions. The Contractor shall provide the Engineer with the manufacturer's written specifications detailing the product and method of fabrication. The color shall be black, or be as approved by the Engineer. Samples of the coated fencing materials shall be approved by the Engineer prior to installation on the project. The Contractor shall supply the Engineer with two aerosol spray cans containing a minimum of 14 ounces each of paint of the color specified above. The touch-up paint shall be compatible with the coating system used. (G&O #13549) 8 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 8-12.3 Construction Requirements (January 7, 2013 G&O) This Section is supplemented with the following: The chain link fabric shall not extend above the plane of the top rail. The top rail shall be a smooth continuous member. 8-12.4 Measurement (January 7, 2013 G&O) This Section is supplemented with the following: Chain link fence with vinyl coating will be measured by the linear foot of completed fence, along the ground line, exclusive of openings. 8-12.5 Payment (January 7, 2013 G&O) This Section is supplemented with the following: The unit contract price per linear foot for "Chain Link Fence, Type , wlVinyl Coating" shall include all costs for furnishing the necessary materials, labor, equipment and tools to construct the fence including, but not limited to, new concrete footings, posts, bars, tension wire, chain link fabric, vinyl coating, touchup paint, and all hardware for a complete installation. 8-13 MONUMENT CASES 8-13.1 Description �**,�***� This Section is supplemented with the following: This work shall also consist of furnishing and installing monument cases and covers, in accordance with the Plans and these Specifications. 8-13.4 Measurement �***�**� This Section is supplemented with the following: Measurement of Monument New Case and Cover will be per each unit installed. (G8�0 #13549) E:�iF� ' ' 1 � � � 1 � � ' � ' ' ' ' � , 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SPECIAL PROVISIONS - Continued 8-13.5 Payment �******� This Section is supplemented with the following: "Monument New Case and Cover," per each. The unit contract price per each for "Monument New Case and Cover" shall be full pay for all materials, labor, tools, and equipment necessary to adjust the monument case and cover to grade. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3 Construction Requirements (November 21, 2009 G&O) This Section is supplemented with the following: Any sidewalk damaged, defaced, cracked, chipped, or determined to be of poor workmanship, in the opinion of the Contracting Agency, shall be removed, wastehauled, and replaced by the Contractor at the Contractor's expense. Damaged sidewalk shall be removed at a construction or expansion joint; sawcutting will not be allowed. Sacking, grinding, or spot repaired shall not be considered an acceptable means for repairing unacceptable sections. The Contractor shall further provide verbal and written notice (door hanger) to property owners abutting the Project identifying restricted use of these facilities, etc. This notice must be provided 1 week prior and again 1 day prior to the work being perFormed. 8-14.4 Measurement (June 16, 2006 G&O) This Section is supplemented with the following: Measurement of Sidewalk Ramps will be by the unit for each completed ramp, regardless of ramp type. Measurement of Cement Concrete Pad for Bus Shelter will be per square yard. (G&O #13549) 8-13 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 8-14.5 Payment (January 7, 2013 G&O) This Section is supplemented with the following: The unit contract price per square yard for "Cement Concrete Sidewalk" and "Cement Concrete Pad for Bus Shelter" shall include all costs of furnishing all materials, labor, tools, and equipment necessary for a complete installation including forming, furnishing and placing concrete, thickened edges, jointing and joint filler, curing, temporary barricades, and any other items required for a complete installation in good working order and in accordance with the Plans, the Specifications, and as required in the field. It shall also include protecting all sidewalks/pads from damage until accepted by the Contracting Agency. . The unit contract price per each for "Cement Concrete Sidewalk Ramp" shall include all costs of furnishing all materials, labor, tools, and equipment necessary to furnish and construct the sidewalk ramps, regardless of type, including forming, furnishing and placing concrete, truncated domes, curbing for ramps (at sides or back of ramps), jointing, and joint filler, curing, and temporary barricades as necessary. The unit contract price per square yard for "Monolithic Cement Concrete Curb and Sidewalk" shall include all costs of furnishing all materials, labor, tools, and equipment necessary for a complete installation including forming, furnishing and placing concrete, lowering sidewalk panels for curb ramps and driveways, monolithic curb, thickened edges, jointing and joint filler, curing, temporary barricades, end-sections, and any other items required for a complete installation in good working order and in accordance with the Plans, the Specifications, and as required in� the field. It shall also include protecting all sidewalks from damage until accepted by the Contracting Agency. 8-18 MAILBOX SUPPORT 8-18.3 Construction Requirements (June 10, 2009 G&O) This Section is supplemented with the following: � During construction mailboxes and/or paper boxes shall be moved to a temporary location where their usefulness will not be impaired. Posts shall be removed from their fixed location and be placed in a bucket or other suitable container and filled with sand, gravel, or other suitable means to hold them in place. Existing posts shall be cut to length as (G80 #13549) 8-14 , � ' � ' ' � l� 1 � � ' 1 ' ' ' � , 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued necessary such that the height from the ground to the bottom of the box is 3'-6". Temporary box locations shall be located such that delivery can be accomplished from within the delivery vehicle and shall be maintained at all times. Mailbox relocations shall be in accordance with U.S. Postal Service requirements. 8-18.5 Payment (June 10, 2009 G&O) This Section is supplemented with the following: "Mailbox Support, Type ," per each. The unit contract price per each for "Mailbox Support, Type " shall be full pay for all material, equipment, labor, and tools required to maintain temporary boxes and to fully relocate the existing boxes including post cutting, temporary buckets, sand, gravel, new posts and hardware tubing, concrete, and as further detailed on the Plans. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.1 Description �****�*� This Section shall be supplemented with the following: This work shall also consist of furnishing and installing all materials, labor, tools and equipment necessary to complete, in place a rectangular rapid flashing beacons (RRFB) signal system including, but not limited to, two flashing yellow signals with poles, foundations, push buttons, signing, and backfill, as further detailed on the Plans. Street Light System This work shall consist of furnishing and installing all materials, labor, tools and equipment to complete in place the illumination systems indicated on the Plans including, but not limited to, trenching, backfill, conduit, conductors, connections, service cabinets, permits, risers on Puget Sound Energy (PSE) poles, foundations, footings, decorative lights, intersection lights and wastehaul of unsuitable or excess materials. Revisions to Existing '�raffic Signal at Lebo Boulevard The existing signal system at this intersection shall be removed. The Contractor shall remove, modify, paint, and reinstall the existing signal (G&O #13549) 8-15 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 poles and mast arms and remove all other equipment expect that specified to be reused or retained. Material specified as salvage shall be delivered to the City of Bremerton Signal Shop, all other equipment shall be disposed of by the Contractor. The Contractor shall furnish and install all new equipment, except that specified to be reused, including junction boxes, conduit, internally illuminated street name signs, and all other materials as noted on the contract plans. Modifications also include: a. b. c. d. e. f. Removing and salvaging or disposing of existing equipment. Removing, modifying, refurbishing, painting, and reinstalling the mast arm signal poles. Refurbishing shall include repair of dents. Internally illuminated street name signs on the refurbished mast arm poles. Trench and backfill for the new signal conduit. Conduit. Junction boxes. 8-20.1(1) Regulations and Codes This Section is supplemented with the following: All material and work shall conform to the requirements of: 1. 2. 3. 4. 5. 6. 7. (G8�0 #13549) Latest adopted (by Washington State) edition of the National Electrical Code (NEC). Laws, Rules, and Regulations for Installing Electric Wires and Equipment, Department of Labor and Industries, State of Washington (L&I). National Electrical Manufacturers Association (NEMA). American Society for Testing and Materials (ASTM). Illumination Engineering Society (IES). American Standards Association (ASA). American National Standards Institute (ANSI). 8-16 � ' 1 ' � � ' ' ' ' 1 , ' ' ' l _J � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 8. Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction 2014 (Standard Specifications). 9. Washington State Department of Transportation Standard Plans for Road, Bridge and Municipal Construction, latest edition (Standard Plans). 10. City of Bremerton Standards for Work in Rights-of-Way, Division 7— Street Lighting, and Division 8— Traffic Signalization. 11. All applicable provisions of the Revised Code of Washington (RCW) and the Washington Administrative Code (WAC), particularly those addressing the requirements for excavation and installation of underground utilities. 12. Puget Sound Energy (Puget Power). Prior to start of work, all necessary licenses, permits, and approvals shall be obtained. The Contractor shall comply with all laws, ordinances, rules, orders, and regulations relating to the perFormance of the work, the protection of adjacent property, and the maintenance of all other facilities. The Contractor will be required to comply with all the provisions of these instruments and shall save and hold the City of Bremerton harmless from any damage which may be incurred as a result of the Contractor's failure to comply with all the terms of these permits. The Contractor is advised that an Electric Work Permit from the State Department of Labor and Industries shall be required for this project. City of Bremerton Standards Division 7 of the City of Bremerton Standards for Work in Rights-of-Way are included in the Appendix of these Contract Documents. In general, all work and materials shall conform to the City of Bremerton Standards, the 2014 WSDOT Standard Specifications, and the WSDOT Standard Plans. Where conflict between these City of Bremerton Standards and the WSDOT Standard Specifications or WSDOT Standard Plans occurs, the City of Bremerton Standards shall take precedence. Specific requirements contained in the text of these Special Provisions and on the Plans shall take precedence over both the WSDOT Standard Specifications and the City of Bremerton Standards. (G8�0 #13549) 8-17 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 8-20.2(1) Equipment List and Drawings This Section is supplemented with the following: The Contractor shall also be required to submit product data for luminaires, quick disconnect kits, conduit, junction boxes, risers, GFI receptacles, and other appurtenances. Six sets of complete shop drawings and product data shall be furnished for the service cabinets. Approval of shop drawings will require up to 30 calendar days from the date the Engineer receives the drawings until they are returned to the Contractor. The actual time required for approval is dependent upon the completeness and appropriateness of the drawings as submitted. Any deficiencies will require additional time for approval based on the degree of the deficiency and the additional review time required. If the shop drawings are returned to the Contractor to correct deficiencies, an additional 30 calendar days may be required for the approval process. If more than 30 calendar days are required for routine approval of shop drawings that are completed and accurate, the Contractor will be granted an extension of time equal to the additional review time. Materials not approved by the Engineer will not be permitted on the job site. 8-20.3 Construction Requirements 8-20.3(1) General This Section is supplemented with the following: All equipment shall be handled and protected so as to prevent damage. Damaged equipment, if any, shall be repaired or replaced by the Contractor to the satisfaction of the Engineer at no additional cost to the Owner. No new fixtures shall be constructed as part of this Contract that are in conflict with any existing utilities, or the code required thereby. It shall be the Contractor's responsibility to locate all utilities whether above, on, or below the ground, and to protect against any and all damages arising from work under this project. At least 48 hours before digging, the Contractor shall call the Utilities Underground Locator Center (telephone 1-800-424- (G8�0 #13549) : : 1 � ' ' ' ' 1 1 , ' ' ' ' ' ' , , 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 5555). Contractor must maintain locates during the duration of the project once they have been identified. The Contractor is advised that safe wiring labels required by the State of Washington Department of Labor and Industries shall apply on this project. All manufacturers' warranties or guarantees on all electrical and mechanical equipment, consistent with those provided as customary trade practice, shall be assigned to the City of Bremerton. 8-20.3(2) Excavating and Backfilling This Section is supplemented with the following: Backfill for trenches shall consist of crushed surFacing top course meeting the requirements of Section 9 03.9(3) of the Standard Specifications at the following locations: All trench located within the roadway, sidewalk, or driveway area, regardless of the type of conduit. Backfill for all other trenches may consist of select native backfill from the excavation providing that such material is free of organic material, clay, or other deleterious material. If sufficient material from the excavation is not available, as determined by the Engineer, the Contractor shall furnish and install bank run gravel for trench backfill meeting the requirements of Section 9-03.19 of the Standard Specifications. All trenches shall be mechanically compacted by a power operated mechanical tamper or other mechanical compaction device approved by the Engineer. Compaction shall be in conformance with Section 2-30.3(14), Method C of the Standard Specifications. The temporary restoration of conduit trenches shall be as directed by the Engineer. The Contractor warrants and represents awareness of the statutory provisions contained in RCW 19.122.010 through .900, that the Contractor has read and fully understands the same, and will comply with the requirements of these provisions which are incorporated by reference herein. The Contractor agrees that all trenching as well as excavating for all pole foundations shall be an "excavation" as defined under RCW Chapter 19.122 and that such utilities constitute underground facilities. The parties agree that remedies affected under RCW Chapter 19.122 are (G&O #13549) 8-19 � � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 also incorporated by reference herein. Any cost to the Contractor as a result of this law shall be at the Contractor's expense. 8-20.3(4) Foundations �******� This Section is supplemented with the following: The Contractor shall furnish and install cast in place foundations as indicated on the Plans. The Contractor shall backfill and compact around the bases to eliminate any voids or gaps. Each concrete foundation shall be constructed in a single pour. Where the pole is located in the sidewalk area, the foundation shall be poured to the top of the sidewalk subgrade; and the sidewalk shall be installed in a separate pour. Where the pole is not located in the sidewalk area, the foundation shall include a cement concrete pad set flush with adjacent grades per the details on the Plans. Where the concrete pads for the services cabinets abut the sidewalk, they shall be at the same elevation as the sidewalk and shall be separated from the sidewalk by a construction joint. Foundations for the service cabinets shall conform to City of Bremerton Standard Drawings. Construction of the streetlight pole foundations may require special procedures due to depth, groundwater, and soil conditions, and proximity of existing underground utilities. This may include vactoring for excavation some of the foundations. The Contractor shall consider this in his lump sum bid price for the installation of the various bid items and no additional compensation will be paid if special procedures are necessary to properly construct the foundations. 8-20.3(5) Conduit This Section is supplemented with the following: Galvanized rigid steel conduit shall be used at the following locations: 1. 2. 3. (G80 #13549) All conduit under roadways. All conduit above ground regardless of contents. All conduit between the service point and the service cabinet. : � ' , � , ' ll ' 1 � � � � � � 1 ' � ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 SPECIAL PROVISIONS - Continued 4. All conduit between the pole foundation and the adjacent junction box regardless of contents. Each empty conduit run shall contain a 200-pound breaking strength polyolefin pull cord, which shall be tied off at both ends. The size of conduit shall be as shown on the Plans. All galvanized conduit in contact with concrete shall be wrapped with 2-inch- wide, 10-mil-thick electrical tape, half-lapped. All conduit installed underground shall have polyethylene Underground Hazard Marking Tape, 6 inches wide, red, legend "Caution-Electric Line Buried Below," placed approximately 12 inches above the conduit. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes This Section is supplemented with the following: Junction boxes shall be located and oriented as shown on the Plans but may be adjusted in the field by the Engineer to better fit existing conditions. No junction boxes shall be located in pedestrian ramp areas or in landscaped areas. See Section 8-180.5 of the City of Bremerton Standards, City of Bremerton Standard Drawing 7010. 8-20.3(8) Wiring This Section is supplemented with the following: The unfused service wires between the Puget Sound Energy transformer and the service cabinet shall be labeled "Unfused Service" at all terminal ends. 8-20.3(9) Bonding, Grounding This Section is supplemented with the following: The illumination systems shall be bonded and grounded in accordance with City of Bremerton Standard Drawings 7010 and 7012. Grounding bushings, where required, shall be OZ Gedney, Type HLBG or Thomas & Betts, Blackjack Type BG. (G8�0 #13549) 8-21 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets This Section is supplemented with the following: Service connections for the service cabinets shall be obtained from Puget Sound Energy (PSE) underground facilities located as shown on the Plans. It shall be the Contractor's responsibility to contact PSE personnel to request connection and to ascertain all PSE requirements for materials and installation procedures. All services shall be metered. All service cabinets shall be locked at all times that work is not being performed on the equipment. The services shall be initiated under the Contractor's name and the Contractor shall be responsible for all costs for the first 60 days after energizing the service and systems. Initial discussions with PSE for the new service indicate a commercial by- pass socket with a 5th terminal installed in the nine-o'clock position tied to the neutral will be needed. � 8-20.3(11) Testing This Section is supplemented with the following: Testing for the new illumination system shall be in accordance with Section 7-20.9 of the City of Bremerton Standards. Add the following new Section: 8-20.3(18) Utility Coordination New Section As part of this Contract, a portion of the aerial utilities along Wheaton Way are to be relocated. The Contractor shall coordinate and work with the private utilities to ensure this work is completed. (G&O #13549) 8-22 1 � ' ' ' , ' � ' � 1 ' � ' , , 1 � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 SPECIAL PROVISIONS - Continued 8-20.4 Measurement �*��***� This Section is supplemented with the following: No specific unit of ineasurement will apply to the lump sum item Rectangular Rapid Flashing Beacons Signal System Complete. No specific unit of ineasurement will apply to the lump sum item Street Light System, Complete No specific unit of ineasurement will apply to the lump sum item Lebo Boulevard Traffic Signal Modifications, Complete. 8-20.5 Payment �******� This Section is supplemented with the following: The lump sum prices for the items listed below shall be full compensation for all costs involved in furnishing all labor, materials, tools, and equipment necessary or incidental to complete the installation of the described item in accordance with the Plans and these Specifications. This includes backfilling with native material only. Import trench backfill material, as may be required and approved, shall be paid under the bid item "Bank Run Gravel for Trench Backfill." "Rectangular Rapid Flashing Beacons Signal System Complete" "Streetlight System, Complete" "Lebo Boulevard Traffic Signal Modifications, Complete" Payment for these items shall include all costs associated with furnishing, testing, and installing the complete and operable lighting system and all associated peripheral equipment in accordance with the plans and specifications. (G&O #13549) 8-23 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 8-21 PERMANENT SIGNING 8-21.3(4) Sign Removal (January 4, 2010 G&O) This Section is supplemented with the following: The Contractor shall obtain approval from the Engineer prior to removing existing signs. 8-21.3(5) Sign Relocation (January 4, 2010 G&O) This Section is supplemented with the following: All existing signs not designated for permanent removal that are damaged or removed shall be replaced by the Contractor at no additional expense to the Contracting Agency. Existing signs shall be temporarily relocated by the Contractor, as required, to portable sign stands, subject to the approval of the Engineer. When temporarily installed on posts, the signs shall be located as near as practical to their permanent locations and shall have a minimum vertical clearance above the pavement in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All portable sign stands shall be designed to rigidly support the sign in position without creating a hazard to the motorist. Portable sign stands shall be furnished by the Contractor and upon completion of the work shall remain the property of the Contractor and shall be removed from the Project. 8-21.5 Payment (November 24, 2010 G&O) This Section is supplemented with the following: "Permanent Signing," per lump sum. The lump sum contract price for "Permanent Signing" shall be full pay for all material, labor, tools, and equipment necessary to remove, protect, and reinstall existing signs including posts, concrete anchors, and fasteners, as specified herein and shown on the Plans, as well as furnishing and installing all new permanent signs as may be specified on the Plans. (G&O #13549) �� 1 , � ' ' ' t ' � ' � , ' ' � � 1 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 SPECIAL PROVISIONS - Continued 8-22 PAVEMENT MARKING 8-22.1 Description (June 16, 2006 G8�0) This Section is supplemented with the following: Pavement markings shall conform to Section 8-22 of the Standard Specifications, and the latest edition and amendments thereto of the Manual on Uniform Traffic Control Devices (MUTCD) as adopted by the State of Washington, and shall be constructed as shown in the Plans except as modified herein. The Contractor shall be responsible for all traffic control required to place and protect pavement marking material, as outlined in Sections 1-07.23 and 1-10 of the Standard Specifications and these Special Provisions. 8-22.2 Materials (November 1, 2011 G&O) This Section is supplemented with the following: Plastic pavement marking materials shall be Type D— liquid applied Methyl Methacrylate unless indicated otherwise in the Contract Documents. Patents The Contractor shall assume all costs arising from the use of patented materials, equipment, devices, or processes used on or incorporated in the work, and agrees to indemnify and save harmless the Contracting Agency and its duly authorized representatives from all suits of law or action of every nature for, or on account of, the use of any patented materials, equipment, device, or processes. Acceptance The Contractor shall be responsible for supplying material that meets aforestated material and testing requirements. The Contractor shall supply certification that the pavement marking material meets the above specifications. (G&O #13549) 8-25 ' SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 8-22.3 Construction Requirements (November 24, 2010 G&O) This Section is supplemented with the following: In addition to the requirements of Sections 8-22.3(2) and 8-22.3(3), the application and surface preparation shall conform to the manufacturer's recommendations. The Contractor shall provide the Engineer with 2 copies of the manufacturer's recommendations for installation. In all cases, the product manufacturer's recommended application procedures shall be adhered to. When no such procedures have been published, workmanship shall be governed by these Special: Provisions and the Standard Specifications. After cleaning of areas to receive pavement markings, the areas shall pass inspection of the Engineer prior to application of the material or the primer coat. Reflectorized beading as stated in Section 8-22.3(3) of the Standard Specifications shall be provided with all pavement markings. 8-22.3(6) Removal of Pavement Nlarkings (November 21, 2009 G&O) This Section is supplemented with the following: All Type D pavement markings and raised pavement markecs shall be removed prior to any HMA overlay. � Painting is not an acceptable method for obliteration or removal of pavement markings. 8-22.5 Payment �******� This Section is supplemented with the following: No additional or separate payment will be made for removal of pavement markings, and as such, shall be included with the various items involved in the Contract. (G8�0 #13549) : . ' � ' ' � � 1 � � ' ' , ' ' ' lJ ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 SPECIAL PROVISIONS - Continued 8-24 ROCK AND GRAVITY BLOCK WALL AND GABION CRIBBING 8-24.2 Materials �******� This Section is supplemented with the following: Rock Walls Rock used for modifying/repairing existing walls shall match existing rocks in color. 8-24.4 Measurement (June 16, 2006 G80) Delete this Section and replace with the following: Measurement for Rock Wall will be per square foot as measured on a vertical face (one side only) from top of rockery to bottom of rockery, including the key (excluding height of any wall cap, leveling pad, etc.). 8-24.5 Payment (January 7, 2013 G&O) Delete this Section and replace with the following: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the Proposal: The unit contract price per square foot for "Rock Wall" shall be full pay for furnishing all material, labor, tools, and equipment necessary to construct the rock wall including, but not limited to, excavation, shoring, preparing the subgrade, furnishing and installing the rock wall, drain pipe, drain rock, geotextile fabric for drain pipe, and wastehaul for a complete installation. Gravel backfill will be paid for separately under the unit contract item "Gravel Backfill for Walls." (G&O #13549) 8-27 ' � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SECTION 8 — MISCELLANEOUS (November 24, 2010 G&O) This Section is supplemented with the following: PROJECT DOCUMENTATION (November 24, 2010 G&O) Description The Work described in this section includes record drawings, photographs, and property release forms. Construction Requirements Record Drawings Record drawings and other documents are to be maintained and annotated by the Contractor during construction as follows: (1) a neatly and legibly marked set of Contract Plans showing the final location of piping, structures, paving limits, curbs, gutters, sidewalks, relocated utility structures, monuments, channelization, etc.; (2) additional documents such as schedules, lists, drawings, and easement/permit forms included in the Specifications; and (3) Contractor layout and installation drawings. Unless otherwise specified, record drawings shall be full size and maintained in a clean, dry, and legible condition.� Record documents shall not be used for construction purposes and shall be available for review by the Contracting Agency during normal working hours at the Contractor's field office. At the completion of the Work and prior to final payment, all record drawings and attachments shall be submitted to the Contracting Agency. The record drawings shall be prepared concurrently with the Work being perFormed and shall be kept current at all times. Annotations to the record documents shall be made with an erasable colored pencil conforming to the following color code: Additions - Red Deletions - Green Comments - Blue Dimensions - Graphite The record drawings shall identify all existing or abandoned utilities that were found during construction and not shown on the original Contract Plans. (G8�0 #13549) 8-28 � ' ' , ' , , � ' ' ' ' ' ' 1 ' ll ' � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 SPECIAL PROVISIONS - Continued The Contractor will be provided with one set of Contract Plans for this purpose. At the end of the project, each record drawing and other document shall be stamped and signed by the Contractor, attesting to the accuracy of the drawing or other document. Photographs The Contractor shall provide comprehensive preconstruction photographs of the entire Work site and adjoining properties. The photographs shall provide complete coverage of all features. Before construction starts, electronic files shall be delivered to the Contracting Agency. Photographs shall be taken in order and along the project limits, prior to construction. Special attention shall be provided to depict existing conditions, edge of pavement, drainage facilities, and utility markers. The electronic file shall indicate the date, contract number, name of project and the location and direction where the photographs were taken. The Contractor shall provide post- construction photographs from the same spot and angle as the pre-construction photographs. An electronic file of post-construction photos shall be submitted. The Contractor shall provide 300 pre- and 300 post-construction photographs of the Work site. Property Release Forms The Contractor shall be held responsible for acquiring signed property release forms in the format provided in the Appendix, for all properties which have been disturbed or damaged by the Contractor's operations, or utilized by the Contractor for staging, storing, or stock piling of materials or equipment. This work shall include submitting the form(s), as further shown herein, by certified mail to each property owner effected and further including therein a self addressed stamped envelope for the property owner's use. The enclosed self addressed envelope shall be addressed to: Mr. Gunnar Fridriksson, City of Bremerton Engineering, 3027 Olympus Drive, Bremerton, Washington 98310. Contractor shall provide a copy of all certified mailings to the Contracting Agency. Payment "Project Documentation," lump sum. The lump sum contract price for "Project Documentation" shall be full compensation for all costs incurred by the Contractor in performing the work defined in this Section. The Contractor's record drawings will be reviewed monthly for completeness by the Contracting Agency. If the record drawings do not reflect the work performed, payment for those items of work not reflected on (G&O #13549) 8-29 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 the record drawings shall not be included in the current monthly progress estimate. ORDER OF WORK This Section is supplemented with the following: The order of work except as may otherwise be outlined herein will be at the Contractor's option, in keeping with good construction practice. The work shall be scheduled and constructed in accordance with the various permits and franchise requirements and/or conditions. Prior to starting construction, the Contractor shall furnish the Contracting Agency with an Erosion Control Plan, a Spill Prevention Control and Countermeasures Plan (SPCC Plan), Progress Schedule, and a Traffic Control Plan. All plans shall be approved by the Contracting Agency prior to commencing any construction operations. As a first order of work, the Contractor shall attend a mandatory pre- construction meeting. As a second order of work, the Contractor shall coordinate with the City to provide Public Notice to property owners abutting the project limits. As a third order of work, the Contractor shall provide material submittals. The Contractor shall also provide a schedule of value for all lump sum bid items. As a fourth order of work, the Contractor shall call 1-CALL and have utilities marked in the field by the various utility owners. As a fifth order of work, after the utilities have been marked, the Contractor shall provide for the photographing of the entire project site. This activity must be completed and the photographs and digital files delivered to the Contracting Agency as required and further specified in Section 8 prior to any excavation, asphalt cutting, mobilization, staging, or any other work items being performed. As a sixth order of work, the Contractor shall furnish and install all temporary facilities, erosion control items, and signs/barricades for detour routes, unless indicated otherwise on the Plans. As a seventh order of work, the Contractor shall pothole existing utilities as specifically noted on the Plans, as well as in other areas the Contractor deems necessary. (G&O #13549) : � 1 ' ' 1 � , ' ' LJ ' ' � ' � ' ' C J 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 SPECIAL PROVISIONS - Continued As a eighth order of work, the Contractor shall install all underground utilities prior to grading the roadway section, unless otherwise approved by the Contracting Agency. The remaining order of work shall be at the Contractor's option, in keeping with generally accepted, good construction practice. However, the Contractor shall coordinate work by others which will affect his production, schedule, mobilization and demobilization efforts. As a second to last order of work, the Contractor shall submit Property Release Forms and Record Drawings. After all preliminary and final "punch list" items have been satisfactorily completed, then, as a last order of work, the Contractor shall provide post-construction photographs. The Contractor shall conduct the order of work to allow all existing facilities to remain operational except as noted herein during the construction of this project, and to minimize disruption of any utility service. The order of work for the Contract shall be so planned as to complete all work within the time limits established within the Contract Provisions. (G&O #13549) 8-31 ' ' � 1 ' ' ' ' ' ' ' ' ' ' 1 ' 1 � ' DIVISION 9 MATERIALS ' ' �J ' LJ' ' ' � � , � ' � , ' � ' ' ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 9-02 BITUMINOUS MATERIALS 9-02.4 Anti-Stripping Additive (November 24, 2010 G&O) This Section is supplemented with the following: An anti-stripping additive shall be added to the HMA. 9-03 AGGREGATES 9-03.3 Aggregate for Pervious Concrete (New Section) 9-03.3(1) Fine Aggregate for Pervious Pavements �******� 9-03.3(1)A General �******� Fine aggregate for Portland cement concrete shall consist of sand or other inert Materials, or combinations thereof, approved by the Engineer, having hard, strong, durable particles free from adherent coating. Fine aggregate shall be washed thoroughly to remove clay, loam, alkali, organic matter, or other deleterious matter. 9-03.3(1)B Deleterious Substances �******� The amount of deleterious substances in the washed aggregate shall not exceed the following values: • Particles having a specific gravity less than 1.95 shall not exceed 1.0 percent of total weight. • Organic matter, by calorimetric test, shall not be darker than the reference standard color (organic plate No. 3) AASHTO T 21 unless other tests prove a darker color to be harmless. 9-03.3(1)C Grading �******� Fine aggregate for Portland cement concrete shall be graded to conform to the following requirements expressed as percentages by weight: (G&O #13549) 9-1 SPECIAL PROVISIONS - Continued 1 T e6 T e7 Class 1 Class 2 Sieve Max. Min. Max. Min. 3/8 S uare --- 100 --- 100 % Passin U.S. No. 4 100 95 100 95 % Passin U.S. No. 8 86 68 --- --- % Passin U.S. No. 16 65 47 80 45 % Passin U.S. No. 30 42 27 --- --- % Passin U.S. No. 50 20 9 30 10 % Passin U.S. No. 100 7 0 10 2 % Passing U.S. No. 200 2.5 0 2.5 0 wet sievin 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 For fine aggregate Class 1, individual test variations under the minimum or over the maximum will be permitted as follows, provided the average of three consecutive tests is within the Specification limits: Sieve Number Perrroissible Variation in Individual Tests No. 30 and coarser 2.0 ercent No. 50 and finer 0.5 ercent Within the gradation limits for fine aggregate Class 2, uniformity of gradation shall be limited to a range of plus or minus 0.20 of the reference Fineness Modulus. The reference Fineness Modulus shall be determined from a representative sample from the proposed source as submitted by the Contractor. 9-03.3(1)D Use of Substandard Gradings �******� Fine aggregate with more than the maximum percentage passing any sieve may be accepted provided the cement content of the finished concrete is increased, at the Contractor's cost, by 1/3 percent for each 1 percent the fine aggregate passing each sieve is in excess of the maximum. Under no circumstances shall fine aggregate Class 1 be used which has a grading finer than the following: Sieve Size Percent Passin U.S. No. 8 95 U.S. No. 16 80 U.S. No. 30 60 U.S. No. 50 25 U.S. No. 200 2.5 (G&O #13549) 9-2 � � 8 I � � � � ' , ' � ' � 1 ' , � ' � ' ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � ' ' ' 24 ' 25 26 27 � 28 29 30 , 31 32 � � SPECIAL PROVISIONS - Continued All percentages are by weight. 9-03.3(1)E Use of Crushed Recycled Portland Cement Concrete �******� Recycled portland cement concrete shall not be used as fine aggregate for new portland cement concrete. 9-03.3(2) Coarse Aggregates for Pervious Concrete �******� 9-03.3(2)A General �******� Aggregate for pervious concrete shall meet the requirements of Sections 9-03.1(4)A. 9-03.3(2)B Grading �******� Aggregate for pervious concrete shall conform to one of the following gradations: AGGREGATE GRADATION %- Total percent AASHTO No. 8 size assin b wei ht a re ate radation Sieve Size Min. Max. 1 /2" S uare 100% --- 3/8" S uare 85% 100% U.S. No. 4 10% 30% U.S. No. 8 0% 10% U.S. No. 16 0% 5% U.S. No. 50 --- --- U.S. No. 200 0% 0.5% In individuaf tests, a variation of 4 percent under the minimum percentages or over the maximum percentages will be allowed on sieves size No. 16 and larger. For sieves smaller than No. 16, the maximum percentage passing shall not exceed the limits shown for any single test. The average of three successive tests shall be within the percentages stated above. Coarse aggregate shall contain no pieces larger than two times the maximum sieve size for the specified grading measured along the line of greatest dimension. (G&O #13549) 9-3 SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Acceptance of grading and quality of the aggregate will be based on samples taken from stockpiles at the concrete plant. The exact point of acceptance will be determined in the field by the Engineer. When the Engineer accepts, the pervious concrete aggregate may be blended from other sizes if: 1. 2 The resulting aggregate meets all requirements for the specified grading; and Each size used makes up at least 5 percent of the blend; and 3. The Contractor supplies the Engineer with the gradation for the proposed sizes, along with their proper proportions before producing the aggregate. If the aggregate comes from commercial sources, the Contractor shall supply this information and have it accepted before proportioning and mixing the concrete. 9-03.8(2) HMA Test Requirements (March 10, 2010 APWA GSP) This Section is supplemented with the following: ESAL's , The number of ESAL's for the design and acceptance of the HMA shall be 2 million. 9-03.8(7) F9MA Tolerances and Adjustments (March 10, 2010 APWA GSP) Delete Item 1 and replace it with the following: 1. Job IVlix Formula Tolerances. After the JMF is determined as required in 5-04.3(7)A, the constituents of the mixture at the time of acceptance shall conform to the following tolerances: (G&O #13549) ., ' 1 i' , ' 1 ' � ' ' � ' ' ' , ' 2 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 ' SPECIAL PROVISIONS - Continued Nonstatistical Evaluation Commercial Evaluation Aggregate, percent passing 1", 3 /a", '/2", and 3/8" sieves ±6% ±8% U.S. No. 4 sieve U.S. No. 8 sieve U.S. No. 200 sieve Asphalt Binder ±6% ±6% ±2.0% ±0.5% ±8% ±8°/a ±3.0% ±0.7% These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100 percent passing will be 99-100. The tolerance limits on sieves shall only apply to sieves with control points. 9-05 DRAINAGE STRUCTIDRES, CULVERTS AND CONDUITS 9-05.15(1) Manhole Ring and Cover (January 4, 2010 G&O) This Section is supplemented with the following: Manhole rings and covers shall conform to Section 9-05.15(1) of the Standard Specifications unless indicated otherwise in the Contract Documents. 9-05.15(2) IVletal Frame and Solid Metal Cover for Catch Basins or Inlets (January 4, 2010 G&O) This Section is supplemented with the following: Metal frames and solid metal covers for catch basins or inlets shall conform to Section 9-05.15(2) of the Standard Specifications unless indicated otherwise in the Contract Documents. 9-05.20 Corrugated Polyethylene Storm Sewer Pipe (January 7, 2013 G&O) Delete the first sentence of the first paragraph and replace with the following: (G&O #13549) 9-5 � SPECIAL PROVISIONS - Continued 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Corrugated polyethylene storm sewer pipe, couplings and fittings shall meet the requirements of AASHTO M 294 Type S 9-30 WATER DISTRI�UTION MATERIALS 9-30.1(1) Ductile Iron Pipe (June 16, 2006 G&O) Delete the first paragraph of this Section and replace it with the following: 1. Ductile iron pipe shall be centrifugally cast and meet the requirements of AWWA C151. � Ductile iron pipe shall have a cement mortar lining meeting the requirements of AWWA C104. Ductile iron pipe to be joined using bolted flanged joints shall be Standard Thickness Class 53. All other ductile iron pipe shall be Standard Thickness Class 52 or the thickness as shown on the Plans. 9-30.2(1) Ductile Iron Pipe (January 4, 2010 G&O) Delete the fourth sentence and replace with the following: Gaskets for flat faced or raised faced flanges shall be 1/8-inch-thick neoprene having a durometer of 60 plus or minus 5. (G&O #13549) .� ' ' ' ' � ' PART 4 ' AMENDMENTS TO THE STANDARD SPECIFICATION , C� � 1 1 1 1 1 1 1 1 1 ' ' , l' ' ' , ' ' , 1 t ' 1 ' 1 1 � 1 INTRO.AP1 2 INTRODUCTION 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 The following Amendments and Special Provisions shall be used in conjunction with the 2014 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 1-03.AP1 Section 1-03, Award and Execution of Contract March 3, 2014 1-03.4 Contract Bond The last word of item 3 is deleted. Item 4 is renumbered to 5. The following is inserted after item 3(after the preceding Amendments are applied): 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under titles 50, 51, and 82 RCW; and _ 29 1-07.AP1 30 Section 1-07, Legal Relations and Responsibilities to the Public 31 January 6, 2014 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 1-07.2 State Taxes This section is revised to read: The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contracting Agency may deduct from its payments to the Contractor, retainage or lien the bond, in the amount the Contractor owes the State Department of Revenue, whether the amount owed relates to the Contract in question or not. Any amount so deducted will be paid into the proper State fund on the contractor's behalf. For additional information on tax rates and application refer to applicable RCWs, WACs or the Department of Revenue's website. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 3/3/14 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 1-07.2(1) State Sales Tax: Work Performed on City, County, or Federally- Owned Land This section including title is revised to read: 1-07.2(1) State Sales Tax: WAC 458-20-171 — Use Tax For Work designated as Rule 171, Use Tax, the Contractor shall include for compensation the amount of any taxes paid in the various unit Bid prices or other Contract amounts. Typically, these taxes are collected on materials incorporated into the project and items such as the purchase or rental of; tools, machinery, equipment, or consumable supplies not integrated into the project. The Summary of Quantities in the Contract Plans identifies those parts of the project that are subject to Use Tax under Section 1-07.2(1). 1 State Sales Tax: Work on State or Private Land This section including title is revised to read: 1-07.2(2) State Sales Tax: WAC 458-20-170 — Retail Sales Tax For Work designated as Rule 170, Retail Sales Tax, the Contractor shall collect from the Contracting Agency, Retail Sales Tax on the full Contract price. The Contracting Agency will automatically add this Retail Sales Tax to each payment to the Contractor and for this reason; the Contractor shall not include the Retail Sales Tax in the unit Bid prices or in any other Contract amount. However, the Contracting Agency will not provide additional compensation to the Prime Contractor or Subcontractor for Retail Sales Taxes paid by the Contractor in addition to the Retail Sales Tax on the total contract amount. Typically, these taxes are collected on items such as the purchase or rental of; tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid prices or in any other Contract amounts. The Summary of Quantities in the Contract Plans identifies those parts of the project that are subject to Retail Sales Tax under Section 1-07.2(2). 1-07.2(3) Services This section is revised to read: Any contract wholly for professional or other applicable services is generally not subject to Retail Sales Tax and therefore the Contractor shall not collect Retail Sales Tax from � the Contracting Agency on those Contracts. Any incidental taxes paid as part of providing the services shall be included in the payments under the contract. 5-01.AP5 Section 5-01, Cement Concrete Pavement Rehabilitation January 6, 2014 5-01.2 Materials The referenced section for the following item is revised to read: Dowel Bars 9-07.5 AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 3/3/14 � ' ' � ' � ' , ' ' 1 � ' ' ' L! ' , ' � , ' � � ' 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 5-04.AP5 Section 5-04, Hot Mix Asphalt January 6, 2014 5-04.3(7)A3 Commercial Evaluation The second sentence in the first paragraph is revised to read: Mix designs for HMA accepted by commercial evaluation shall be submitted to the Project Engineer on WSDOT Form 350-042. 6-02.AP6 Section 6-02, Concrete Structures January 6, 2014 6-02.3(6)A2 Cold Weather Protection The first sentence in the first paragraph is revised to read: This Specification applies when the weather forecast on the day of concrete placement predicts air temperatures below 35°F at any time during the 7 days following placement. 6 Date Numerals The third sentence in the first paragraph is revised to read: When an existing Structure is widened or when traffic barrier is placed on an existing Structure, the date shall be for the year in which the original Structure was completed. 6 Design Loads The fifth paragraph is revised to read: Live loads shall consist of a minimum uniform load of not less than 25 psf, applied over the entire falsework plan area, plus the greater of: 1. Actual weights of the deck finishing equipment applied at the rails, or; 2. A minimum load of 75 pounds per linear foot applied at the edge of the bridge deck. 6 Face Lumber, Studs, Wales, and Metal Forms The second to last paragraph is deleted. 6 Grout for Anchor Bolts and Bridge Bearings The first five paragraphs are deleted and replaced with the following two new paragraphs: Grout shall conform to Section 9-20.3(2) for anchor bolts and for bearing assemblies with bearing plates. Grout shall conform to Section 9-20.3(3) for elastomeric bearing pads and fabric pad bearings without bearing plates. Grout shall be a workable mix with a viscosity that is suitable for the intended application. The Contractor shall receive approval from the Engineer before using the grout. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 3/3/14 2 3 4 5 6 7 8 6-02.3(26)F Prestressing Reinforcement The last sentence in the fourth paragraph is revised to read: If the prestressing reinforcement will not be stressed and grouted for more than 7 calendar days after it is placed in the ducts, the Contractor shall place an approved corrosion inhibitor conforming to Federal Specification MIL-I-22110C in the ducts. 9 6-05.AP6 10 Section 6-05, Piling 11 March 3, 2014 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 6-05.3(4) Manufacture of Steel Casings for Cast-In-Place Concrete Piles This section is revised to read: The diameter of steel casings shall be as specified in the Contract. A full-penetration groove weld between welded edges is required. 6-05.3(5) Manufacture of Steel Piles This section is revised to read: Steel piles shall be made of rolled steel H-pile sections, steel pipe piles, or of other structural steel sections described in the Contract. A full-penetration groove weld befinreen welded edges is required. 6-05.3(6) Splicing Steel Casings and Steel Piles This section is revised to read: The Engineer will normafly permit steel piles and steel casings for cast-in-place concrete piles to be spliced. But in each case, the Contractor shall obtain approval on the need and the method for splicing..Welded splices shall be spaced at a minimum distance of 10 feet. Only welded splices will be permitted. Splice welds for steel piles shall comply with Section 6-03.3(25) and AWS D1.1/D1.1 M, latest edition, Structural Welding Code. Splicing of steel piles shall be performed in accordance with an approved weld procedure. The Contractor shall submit a weld procedure to the Engineer for approval prior to welding. For ASTM A 252 material, mill certification for each lot of pipe to be welded shall accompany the submittal. The ends of all steel pipe piling shall meet the fit-up requirements of AWS D1.1/D1.1 M, latest edition, Structural Welding Code Section 5.22.3.1, "Girth Weld Alignment (Tubular)," when the material is spliced utilizing a girth weld. Splice welds of steel casings for cast-in-place concrete piles shall be the Contractor's responsibility and shall be welded in accordance with AWS D1.1/D1.1 M, latest edition, Structural Welding Code. A weld procedure submittal is not required for steel casings used for cast-in-place concrete piles. Casings that collapse or are not watertight, shall be replaced at the Contractor's expense. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 3/3/14 1 ' 2 3 6-07.AP6 Section 6-07, Painting January 6, 2014 1 ' ' ' 5 6 8 9 10 11 12 13 14 6 Surface Preparation — Full Paint Removal This section is revised to read: For structures where full removal of existing paint is specified, the Contractor shall remove any visible oil, grease, and road tar in accordance with SSPC-SP 1. Following preparation by SSPC-SP 1, all steel surfaces to be painted shall be prepared in accordance with SSPC-SP 10, near-white metal blast cleaning. Surfaces inaccessible to near-white metal blast cleaning shall be prepared in accordance with SSPC-SP 11, power tool cleaning to bare metal, as allowed by the Engineer. 15 8-04.AP8 , 16 Section 8-04, Curbs, Gutters, and Spillways 17 January 6, 2014 ' 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 8 Cement Concrete Curbs, Gutters, and Spillways The first sentence in the fourth paragraph is revised to read: ' , ' ' ' 1 , ' ' � Expansion joints in the curb or curb and gutter shall be spaced as shown in the Plans, and placed at the beginning and ends of curb returns, drainage Structures, bridges, and cold joints with existing curbs and gutters. 8-04.3(1)A Extruded Cement Concrete Curb The second sentence in the second paragraph is revised to read: Cement concrete curbs shall be anchored to the existing pavement by placing steel reinforcing bars 1 foot on each side of every joint. The third paragraph is revised to read: Steel reinforcing bars shall meet the dimensions shown in the Standard Plans. 35 8-11.AP8 36 Section 8-11, Guardrail 37 January 6, 2014 38 39 40 41 42 43 8 Erection of Posts The second paragraph in this section is deleted. 8 Terminal and Anchor Installation The last sentence in the last paragraph is deleted. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK ' Revised: 3/3/14 9-03.AP9 2 3 4 5 6 7 8 Section 9-03, Aggregates January 6, 2014 9-03.1(2)C Use of Substandard Gradings This section including title is deleted in its entirety and replaced with the following: Vacant 9 9-07.AP9 10 Section 9-07, Reinforcing Steel 11 January 6, 2014 12 13 14 15 16 17 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement) This section's title is revised to read: 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and Cement Concrete Pavement Rehabilitation) 18 9-09.AP9 19 Section 9-09, Timber and Lumber 20 January 6, 2014 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 9-09.3(1) General Requirements The fourth paragraph is revised to read: All orders of treated timber and lumber shall be accompanied by a Certificate of Treatment record. The Certificate of Treatment showing conformance to this specification and AWPA standards shall include the following information: Name and location of the wood preserving company, Customer identification, Date of treatment and charge number, Type of chemical used and amount of retention, Treating process and identification of the Specification used, Boring records verifying treatment penetration for timber and lumber with a nominal dimension of 6" x 6" or larger, Description of material that was treated, and Signature of a responsible plant official. The fifth paragraph is deleted. The first sentence in the last paragraph is revised to read: All timber and lumber to be used in aquatic environments, unless specified otherwise in the Contract, shall be chemically treated using Western Wood Preservers Institute Best Management Practices (BMPs). AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 3/3/74 ' ' , ' ' ' � ' 1 ' , ' ' � 1 1 ' � ' 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9-10.AP9 Section 9-10, Piling March 3, 2014 9-10.5 Steel Piling This section is revised to read: The material for rolled steel piling H-piling and pile splices shall conform to ASTM A 36, ASTM A 572 or ASTM A 992. The material for steel pipe piling and splices shall conform to one of the following requirements except as specifically noted in the Plans: 1. API 5L Grade X42 or X52 material may be used for longitudinal seam welded or helical (spiral) seam submerged-arc welded pipe piles of any diameter. 2. ASTM A 252 Grade 2 or 3 material may be used for longitudinal seam welded or helical (spiral) seam submerged-arc welded pipe piles of any diameter. For the purposes of welding and prequalification of base metal, steel pipe pile designated as ASTM A 252 may be treated as prequalified provided the chemical composition conforms to a prequalified base metal classification listed in Table 3.1 of the AWS D1.1/D1.1 M, latest edition, Structural Welding Code, the grade of pipe piling meets or exceeds the grade specified in the Plans, and the carbon equivalent (CE) is a maximum of 0.45-percent. 3. ASTM A 572 or ASTM A 588 material may be used for longitudinal seam welded piles of any diameter. For helical (spiral) seam submerged-arc welded pipe piles, the maximum radial offset of strip/plate edges shall be 1/8 inch. The offset shall be transitioned with a taper weld and the slope shall not be less than a 1 in 2.5 taper. The weld reinforcement shall not be greater than 3/16 inches and misalignment of weld beads shall not exceed 1/8 inch. Steel soldier piles, and associated steel bars and plates, shall conform to ASTM A 36, ASTM A 572 or ASTM A 992, except as otherwise noted in the Plans. All steel piling may be accepted by the Engineer based on the Manufacturer's Certificate of Compliance submitted in accordance with Section 1-06.3. The manufacturer's certificate of compliance submittal for steel pipe piles shall be accompanied by certified mill test reports, including chemical analysis and carbon equivalence, for each heat of steel used to fabricate the steel pipe piling. 9-14.AP9 Section 9-14, Erosion Control and Roadside Planting January 6, 2014 9-14.4(7) Tackifier This section is revised to read: Tackifiers are used as a tie-down for soil, compost, seed, and/or mufch. Tackifiers shall contain no growth or germination-inhibiting materials and shall not reduce infiltration rates. Tackifiers shall hydrate in water and readily blend with other slurry materials. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 3/3/14 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 The Contractor shall provide test results documenting the tackifier meets the requirements for Acute Toxicity, Solvents, and Heavy Metals as required in Table 1 in Section 9-14.4(2). The tests shall be performed at the manufacturer's recommended application rate. 9-14.6(2) Quality The second and third paragraphs in this section are revised to read: All plant material shall comply with State and Federal laws with respect to inspection for plant diseases and insect infestation. Plants must meet Washington State Department of Agriculture plant quarantines and have a certificate of inspection. Plants originating in Canada must be accompanied by a phytosanitary certificate stating the plants meet USDA health requirements. All plant material shall be purchased from a nursery licensed to sell plants in their state or province. AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 3/3/14 C/� w � � � � � w a �7 � 3 � � � � � � � � � � _ � � � � � .� � � https://fortress.wa.gov/I ni/wagelookup/prv Wagelookup.aspx ' ' ' State of Washington Department of Labor & Industries Prevailin� Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 ' Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wa�e rate and the hourly rate of ' fringe benefits. On public works projects, worker's wa�e and benefit rates must add to not less than this total. A brief description of overtime catculation requirements are provided on the Benefit Code Key. , Journe Level Prevailin Wa e Rates for the Effective Date: 04/21 /2014 Y 9 9 1 , ' ' � ' 1 , ' ' ' ' ' 1 of 17 Coun1 Kitsap Kitsap Kitsap Kitsap Kitsap Kitsap Kitsap Kitsap Kitsap Kits Kitsap Kitsap �Kitsap � Kitsap Kitsap � Kitsap � Kitsap �Kitsap � Kitsap �Kitsap �Kitsap � Kitsa p � Kitsa p �Kitsap Kitsap Kitsap Trade Asbestos Abatement Workers Boilermakers Brick Mason Brick Mason Brick Mason Buildin� Service Employees Buildin� Service Employees BuildinQ Service Emplovees Buildin� Service Employees Cabinet Makers tln Shop) Carpenters Carpenters Carpenters Carpenters Caroenters Carpenters Carpenters Cement Masons Divers £� Tenders Divers �t Tenders Divers Et Tenders Divers E� Tenders Divers Et Tenders Dred�e Workers Dred�e Workers Job Classification � Journey Level Journey Level Brick And Block Finisher Journey Level Pointer-Caulker-Cleaner Janitor Shampooer Waxer Window Cleaner Journey Level Acoustical Worker Bridge, Dock And Wharf Carpenters Carpenter Carpenters on Stationary Tools Creosoted Material Floor Finisher FloorLayer Scaffold Erector Journey Level �Diver 'Diver On Standby Diver Tender Surface Rcv 8 Rov Operator Surface Rcv � Rov Operator Tender Assistant Engineer Assistant Mate (Deckhand) Wa e Hol�da 41.69 � 5D $ $30.34 $43.26 $50.12 $50.12 $9.32 $9.32 $9.32 $13.22 $23.72 $50.82 $50.82 5A 5A 5A 5D 5D $50.82 $50.95 $50.92 $50.82 $50.82 $50. $51.18 $105.37 $59.50 $54.82 $54.82 $51.07 $53.00 $52.58 5D 5D 5D 5D 5D 5D 7A 5D 5D 5D 5D 5A � � rertir 1H 1 1M 1M 1M 1 1 1 1 1 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1M 1B 3F 3F Note� 8A 3/3 I/20 I 4 11:07 AM 2of17 � Kitsap Dred�e Workers Boatmen � Kitsap Dred�e Workers Engineer W elder � Kitsap DredQe Workers Leverman, Hydraulic 3 r Kitsap Dred�e Workers Mat �-.. .... _. . .__.._...... .... ....... ..._ � Kitsap Dredge Workers Oiler 9 : Kitsap Drywall Applicator Journey Level � Kitsap Drywall Tapers Journey Level _ ; Kitsap I Electric Fixture Maintenance Journey Level � Workers F � Kitsap E lectricians - Inside Journey Level � Kitsap Electricians - Motor Shop Craftsman � Kitsap Electricians - Motor Shop Journey Level � Kitsap Electricians - Powerline Cable Splicer i Kitsap Electricians - Powerline � Construction w�_ ... =. Kitsap Electricians - Powerline [ Construction � Kitsap Electricians - Powerline Construction -�-Kitsap- Eleetricians-- Powerline ; Construction � Kitsap Electricians - Powerline �� Construction Y � Kitsap Electricians - Powerline Construction � Kitsap Electricians - Powerline Kitsap Electronic Technicians Kitsap Elevator Constructors Kitsap Elevator Constructor Kitsap Fabricated Precast Concrete Products Kitsap F ence Erectors Kitsap Fence Erectors Kitsap FlaQ�ers Kitsap Glaziers Kitsap Heat �r Frost Insulators And Asbestos Workers Kitsap Heating Equipment Mech Kitsap Hod Carriers Ct Mason Te Kitsap Industrial Power Vacuum Cleaner Kitsap Inland Boatmen Kitsap Inland Boatmen Certified Line Welder Groundperson https://fortress.wa.gov/I ni/wagelookup/prv Wagelookup.aspx � $52.30 5D 3F � $54.04 5D 3F � ' $55.17 5D 3F $52.30 5D 3F y _.... ._........- ' $52.58 5D 3F � $50.82 5D 1 H _ $50.87 5P 1E i ' $31.74 1 Y $51.26 1 N , $15.37 1 ; $14.69 1 i ' $68.33 5A 4A � s $62.50 5A 4A f ' i $42.56 5A 4A i � � Heavy Line Equipment Operator $62.50 5A 4A i Level-Lineper-son Line Equipment Operator Pole Sprayer Powderperson � � --$62. 50 - 5A-- -4A _ _ - I $52.47 5A 4A � $62.50 5A 4A � $46.55 5A 4A � Journey Level $44.78 7E 1D r, � Mechanic $80.14 7D 4A Mechanic In Charge $86.77 7D 4A � Journey Level - In-Factory Work $13.50 1 ' � Only � Fence Erector $13.80 1 11.60 1 � ' � Fence Laborer $ Journey Level $35.34 7A 31 ; Journey Level $53.76 7L 1Y � ' Journeyman $58.93 5J 1S � nics Journey Level �ers Jou rney Level Journey Level Boa Operator Cook { ' $69. 37 7F 1 E � - - ; $42.99 7A 31 � ' $9.32 1 i � x $54.57 5B 1 K ; ' $50.95 5B � 1 K � � 3/31/2014 11:07 AM https://fortress.wa.gov/I ni/wagelookup/prv Wagelookup.aspx .� ' ' ' ' , ' ' 1 ' : Kitsap Inland Boatmen Deckhand Kitsap Inland Boatmen Deckhand Engineer r Kitsap Inland Boatmen Launch Operator Kitsap Inland Boatmen Mate ; Kitsap Inspection/Cleanin�/Sealing Of Cleaner Operator, Foamer � Sewer �t Water Systems By Operator ;� Remote Control � Kitsap In Of Grout Truck Operator Sewer Ec Water Systems By Remote Control ° Kitsap Inspection/Cleanin�/Sealing Of Head Operator Sewer �t Water Systems By Remote Control � Kitsap Inspection/Cleanin�/Sealin� Of Tv Truck Operator Sewer � Water Systems By Remote Control � Kitsap Insulation Applicators Journey Level 4 Kitsap Ironworkers Journeyman Kitsap Laborers Air, Gas Or Electric Vibrating r Screed ; Kitsap Laborers Airtrac Drill Operator � Kitsap Laborers Ballast Regular Machine � Kitsap Laborers Batch Weighman : Kitsap Laborers Brick Pavers � Kitsap Laborers Brush Cutter � Kitsap Laborers Brush Hog Feeder � Kitsap Laborers Burner � Kitsap Laborers Caisson Worker : Kitsap Laborers Carpenter Tender � Kitsap Laborers Caulker ; Kitsap Laborers Cement Dumper-paving � Kitsap Laborers Cement Finisher Tender � Kitsap Laborers Chan�e House Or Dry Shack � Kitsap Laborers Chipping Gun (under 30 Lbs.) � Kitsap Laborers Chipping Gun(30 Lbs. And Over) ; Kitsap Laborers Choker Setter � Kitsap Laborers V Chuck Tender � Kitsap Laborers Clary Power Spreader � Kitsap Laborers Clean-up Laborer � Kitsap Laborers Concrete Dumper/chute $51.19 $52.18 $53.40 $53.40 - $9.73 5B 5B 5B 1K 1K 1K 1K 1 t ' ' , , ' ' ' ' 3of17 Kitsap Laborers Kitsap Laborers Kitsap Laborers Concrete Form Stripper Concrete Placement Crew Concrete Saw Operator/core Driller 1 � i 1 � I Y � f 1 f � 2 � 5D 1M ; 7N 10 � 7A 31 ' 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A �: 31 31 31 31 31 3/31/2014 11:07 AM $11 $12. $24.1 $50. $59. $41. $42. $41. $35. $41. $41. $41. $41. $42. $41. $41. $42. $41. $41. $41. $41.69 $41.69 $42.46 $41.69 $42.46 $41.69 $42.46 $42.46 https: //fortress.wa.gov/I ni/wage lookup/prv Wage lookup.aspx ! � 4of17 Kitsap Laborers ° Kitsap Laborers Kitsap Laborers g Kitsap Laborers �: Kitsap Laborers F. Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsa Laborers � Kitsap Laborers e Kitsap Laborers Kitsap Laborers ; Kitsap Laborers Kitsap Laborers i: ' Kitsap Laborers ° Kitsap Laborers ; Kitsap Laborers ? Kitsap Laborers . Kitsap Laborers i Kitsap Laborers ; Kitsap Laborers ` Kitsap Laborers Kitsap � Laborer Kitsap � Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers Kitsap Laborers � Kitsap Laborers Kitsap Laborers Crusher Feeder $35.34 7A 31 �. Curing Laborer $41.69 7A 31 � ' Demolition: Wrecking �t Moving $41.69 7A 31 (ind. Charred Material) � ; Ditch Digger $41.69 7A 31 4 ' Diver $42.99 7A 31 � - - �. DrillOperator $42.46 7A 31 ; ' (hydraulic,diamond) � Dry Stack Walls $41.69 7A 31 Dump Person $41.69 7A 31 ;: ' Epoxy Technician $41.69 7A 31 ! Erosion Control Worker $41.69 7A Y 31 i Faller �t Bucker Chain Saw $42.46 7A 31 ' Fine Graders $41.69 Firewatch $35.34 Form Setter $41.69 Gabian Basket Builders $41.69 General Laborer $41.69 Grade Checker Ft Transit Person $42.99 Grinders $41.69 Grout Machine Tender $41.69 Groutmen (pressure)including $42.46 Post Tension Beams Guardrail Erector $41.69 Hazardous Waste Worker (level $42.99 A) Hazardous Waste Worker (level $42.46 B) Hazardous Waste Worker (level $41.69 C) High Scaler $42.99 Jackhammer $42.4E Laserbeam Operator $42.4E Maintenance Person $41.69 Manhole Builder $42.4E Material Yard Person $41.65 Motorman-dinky Locomotive $42.4E Nozzleman (concrete Pump, $42.4E Green Cutter When Using Combination Of High Pressure Air ft Water On Concrete £r , Rock, Sandblast, Gunite, �Shotcrete, Water Bla Pavement Breaker � $42.4E � Pilot Car $35.3� 7A 31 7A 31 7A 31 7A 31 7A 31 7A 31 7A 31 _ 7A 31 7A 31 7A 31 7A 31 7A 31 7A 31 7A 7A 7A 7A 7A 7A 7A 31 31 , ' � - _ , � � - - - �- : � � i � I � ; 1 � I � � � -- ; 1 t 1 � � ' i I ' � .�� ' � �R �� � 3/31/2014 11:07 AM https://�ortress.wa.gov/I ni/wagelookup/prv Wagelookup.aspx Kitsap Laborers Kitsap � Laborers Kitsap ; Laborers ..��........._._.�..._.._..�....___ � K itsap Laborers ' �Laborers �-�;---�----_-�. Kitsap � Laborers Kitsa Laborers ' Kitsap La�orers Kitsap Laborers ` Kitsa� Laborers Kitsap Laborer = Kitsap Labore ' Kitsap Laborers Kitsap � Laborers Kitsap � , Kitsap "`• Laborers Kitsap Laborers Kitsap Laborers ± Kitsap � Labo rers Kitsap Laborers Kitsap Laborers p Kitsa � Laborers f Kitsap La borers Kitsap � Laborers � Kitsap I Labo :__....._.._. � �...._ = Kitsap Laborers Kitsap � Laborers Kitsap � Laborers ._..�....._____.�.._.�__...._ Kitsap � LaborPrs Kitsap�Laborers .�____.___.,_.— �.______ = Kitsap : Laborers Kitsap Labo Kitsap L aborers Kitsap � Laborers Kitsap �Laborers Kitsap � Laborers Kitsap �Laborers I Pi Layer Lea $42.99 7A Pipe Layer/tailor $42.46 7A Pipe Pot Tender $42.46. 7A .._.—.____..._�....._..._..._..__......_.._....... _......__. .._..._,__.--._.— Pi Reli ner $42.46� 7A ---.. ._.�.__...�.._...._..__.�._._�...._�._�......._.�..._..__...._ .__...�.� Pip Wrapper $42.46 7A Pot Tender � $41.69. 7A Powderman $42.99 7A Powderman's Helper µ $41.69 7A Power Jacks I $42.46� �7A Railroad Spike Puller - Power $42.46 7A Raker - Asphalt � $42.99 7A Re-timberman � � $42.99 7A Remote Equipment Operator $42.46� 7A ___.V....�. ... ...;�.._..�.—._ Rigger/signal Person $42.46 7A —. _......_. _..._.. ..__ ...... .._. ........__� ... ..._ Rip Rap Person $41.69 7A �.._._.._ _.._. ...._._...'_......�_�.... �.__..� .....�.._ Rivet Buster $42.46 7A Rodder �� $42.46 7A Scaffold Erector $41.69 7A Sca Person �_ � $41�.69 7A Sloper (over 20") $42.46� _........... ...... ...__ _. .._ ...._ ._.. — Sloper Sprayer $41.69; 7A -- ..�._... ._.__ .___�... �_._ Spreader(concrete) $42.46 7A Stake Hopper $41.69 7A Stock Piler $41.69 7A Tamper �t Similar Electric, Air �t $42.46 7A Gas Operated Tools Tamper (multiple ft � $42.46� 7A Self-propelled) _._... ..._...__--.--�- --- . .... . `. Timber Person - Sewer (lagger, $42.46 7A Sh orer 8 Cribb Toolroom Person (at Jo bsite) $41.69� 7A T oppe r $41.69 7 A _.._.. __..__ .... ......_.� .. . _..�_ _. Trac Lab orer $41.69 7A �......� _._.....___._._�_.. .�_._.....—....._ _.�._....._t._._._.. _ Track Liner (power) $42.46 w 7A Traffic Control Laborer $37.79 7A Traffic Control Supervisor $37.79 7A Truck Spotter $41.69� 7A __�_.�. . Tug Operator $42. 7A —_ _.-----....-----...... ...__ .._. ... .. � Tunnel Work-Compressed Air $60.06 7A Wor ker 0-3 p si Tunnel Work-Compressed Air $65.09 7A Work 30.0 1-44.00 psi Tunnel Work-Compressed Air , $68.77� 7A Worker 44.01-54.00 psi � � � � 31 31 31 31 31 31 8R � � � 3/31/?014 11:07 AM https://fortress.wa.gov/Ini/wagelookup/prv Wagelookup.aspa � [ E ' Kitsap ` Laborers �Tunnel Work-Compressed Air $74.47` 7A 31 �8� — j E W orker 54. 01-60.00 psi � ....�_....V V.._V�........_......__._.. �._.._....__...._... . _._._......�._...._......._..........�.._.....__.._...�__ _._..��. _._...�...._.._._�..._ _.� Kitsap ` Laborers Tunnel Work-Compressed Air $76.59 7A 31 � 8� Vm. �. Worker 60 psi __�.� m ��� Kitsap � Laborers � Tunnel Work-Compressed Air $81.69� 7A 31 8� � E Worker 64.01-68.00 psi � � ' , Kitsap Laborers � �� �'Tunnel Work-Compressed Air $83.59� 7A ��31 8�, i � Worker 68.01-70.00 psi � ' �. ..........__.. . ..............�._�..._..---.._....._......_............__...�---.......� � �_.............__.._.......__..._. � Kitsap � Tunnel Work-Compressed Air $85.59 7A 31 8� Worker 70.01-72.00 psi � ' Kitsap � Laborers �Tunnel Work-Compressed Air �$87.59� 7A � 31 ; 8� � I , Worker 72.01- psi ° ' , . . .___............_...._..._. �...�_:_....._.__.........._..._ ........................__ .............._..._....._...__..f.. .� �.�......_...� ...._._..��._..'� E Kitsap ' Laborers � Tunnel Work-Guage and Lock $43.09 TM 7A � 31 8� ' Tender ���--�-� ..�._...._.�__ < Kitsap Labarers "Tunnel Work-Miner I$43.09 7A � 31 �~ . ...�.,..�_.....�..._.�� — — _ Kitsap ; Laborers �Vibrator $42.461 7A 31 ' Kits ; Laba rprs � Vinyl Seamer $41.69� 7A 31 Kitsap � Laborers � _ �� Watchman � � E $3 2.12 mm � 7A�� ~� 31 � ,Kitsap Laborers N _���� . �Welder .T ��� $42.46 7A , _� 31 � i - _ .......�..�,...........�.....��.���_� '': Kitsap Laborers ? W ell Poin Laborer $42.46 7A � T 31 : — — —......._........_..... ...._...-- ---._._....._ ...................__..._..._..--- ---�---- — --�--..................._._............_.....�.._. __..._._.............._.�.........._......_._�_.. _... _ .Kitsap � Laborers Window Washer/cleaner $32.12: 7A 31 , ._..._.� ._�..�_...__ ....................._. ____.. _._................................_.._.� �.- --_ -�--._......_........� � _�..,.—.__..�_..�_� ..............._...........�.�..._ ' Kitsap Laborers - Underground Sewer General Laborer �t Topman $41.69 7A 31 � ft Water �� Kitsap Laborers - Under�rou Sewer ' Pipe Layer �^ $42.46� 7A 31 , � ..__._.—. Ft Water _.__........_. .__�__ ....�--- f --- Kitsap ; Landsca_p Construction Irri�ation Or tawn Sprinkler $9.32` 1 T ! � ��� Installers �� � T^T .. p � Kitsap ~ Landscape Construction Landscape Equipment Operators $10.05 1 � Or Truck Drivers � Kitsap Landscape C onstru ction i Landscaping Or Planting $12.92 1 ; ---- - � � Laborers ' ' .....,__.......�..�._. _ .. .. ... .�.�_........._ _.�...._........_....._....._.._...._.. _...._......��._.--�--��-- Kits Lathers �� E JOURNEY LEVEL � $21.00� ��� 1 I _� ' Kitsap� Marble Se Journey Level $50.1 5A ` 1M � _._._....._ --� ..._._ _ — — _ E Kitsap � Metal Fabrication In Sho � Fitter $26.96i 1 , _..�.�...�__ � _._�__.�...._..._._ .._._.__..._.__... _._.—__..��_..�...._._._ __.______�._.w. - _-__ „ � Kitsap Metal Fabrication (In Shop) Lab orer $9.32 1 � _._.__. ___._�_�.---._.._ _ - .-.....—.--�, Kitsap Metal Fabrication (In Shop) Machine Operator $13.83 1 ' ; Kitsap Metal Fabrication (In Shop) Welder $13.83 1 � � ' _....�.......... _......—.�..__....._.._ ...�_...._._...... ---......_._.........�{......._......_......�. _... ...._.._.... .�...��__.._ ............... _.. .._.._..---.._....-__.__. ..�..._... _: Kits Millwri�ht fJour Level $44.89 � ; 1 � _� Kitsap Modular B s � Cabinet Assembly $11.56 � 1 ; ' , _._ � -.— ._� ...______._._.. .—._ _.�.._._.. <- Ki tsap i Modular Buildinds ; Electrici $11.56 1 i _._ � .__.._..._....._....____m...�...�...__._.__... _....v.�. � _ ._._. ___._ __ Kitsap ; Modular Buildi Equipment Maint '$11.56 1 �-�---....._�__.---.T._.._._...�.. ..--�-�� --� --�--._...._.._....._.._...._� ..........................__._........_.....�.._._.._._...................__......_........... _. 1...._..._..._._.._.._......._._ ...___.�......_........._.._........_.._._ —.....----.._ ._.........__...�i Kitsap ! Modular Buildin�s Plumber `$11.56 1 � � _�..__._....���_.._.._W.. ._._._....�_.._..._...._._ ................_..�..........�.._.�....�_. . ____.... ..A� ._..__..__.._.�......_ _......_......_..._.._..._... ______-_..--, Kitsap �Modular Buildin�s Product W orker $9.40 1 ; Kitsap f Modular Buildin�s Tool Ma intena n ce $11.56 1 i ' Kitsap Modular 6uildin� � _ Utility �erson � _ $11�56 � 1 �_ ___ � ,� � 6 of 17 3/31 /2014 I 1:07 AM https://fortress. wa.gov/ I ni/wage I ookup/prv Wage I ookup.aspx ' � ' ' ' ' , ' t ' ' ' ' � ' 1 ' � ' 7of17 `Kitsap Modular SuildinQS jWelder Kitsap Painters�� � �Journey Level Kitsap Pile Driver jJourney Levet .....--� �----��._ .............—_._...... __..---- Kitsap � j Journey Level .._._.�.._......_..—..._.........��-- �._.....��......_.._..... Kitsap PlayQround �t Park Equipment { Journey Level Installers � _ .. �._... .�... t_._. $11. $37. $51. $49. $9. 6Z 5D � K itsa p F Plu £� Pi pefit ters Journey Level $6 2.57 5A ...._ ___:.._.- _:.�.__._..�::..�..� —.......:�_� ...:.........�..._........ .._........._—.......�.._...... ...........�.�_........ .. . _... _.�._�_. ' Kitsap � Power E ui ment Operators Asphalt Plant Operators f$53.49� 7A .. ... - .__.R — ._.__.. .�._... ...... ._......... ..... .. _....r......... ._.._-___�_.... _........, _........�. — Kitsap Power Equipment Operators �Assistant Engineer $50.22� 7A Kitsap i Power Equipment Operators Kitsap Power E cluipment Operators �._.—_�_—_.... _. Kitsa I Power Equipment Operators Kitsap � Power Equipment Operators Kitsa ; Pow er_Ec�uipment_Operat ors Kitsap Power E uq ipment Operators : Kitsap Power Equipment Operatars Kitsap ' Power Equipment Operators r Kitsap Power Equipment Operators Kitsap Power Equipment Operators � Kitsap I Power Equipment Operators : Kitsap Power Equipment Operators ._..._ _...... _._ _ Kitsap Power Equipment Operators ; Kitsap Power Ec�ui�ment O�erators ' Kitsap Power Equipment Operators Kitsap ; Power Equipment Operators Kitsap � Power Equipment Operators Kitsap � Power Equipment Operators Kitsap Power Equipment Operators � Kitsap I Power Equipment Operators Barrier Machine (zipper) $53.00 7A Batch Plant Operator, Concrete '$53.00 7A Bobcat $50.22 7A Brokk - Remote Demolition $50.22i 7A Equipment Brooms $50.22 7A Bump Cutt � $53.00� 7A Cableways $53.49 7A �_.._...�..._.�...�._...__ ....._..�.�_....._ ._.... ._.__. �—.._._„ Chipper $53.00; 7A Comp ressor $50.22 7A Concrete Pump: Truck Mount $53.49 7A With Boom Attachment Over 42 j M � Concrete Finish Machine -laser $50.22 7A Scr Concrete Pump - Mounted Or� $52.58 7A Trailer High Pressure Line Pump, f Pum p High Pressure. �__.....�.._.... _. ......_ .._ � Concrete Pump: Truck Mount $53.00, 7A With Boom Attachment Up To � 42m Conveyors � $52.58 7A Cranes: 20 Tons Through 44 Tons $53.00 7A With Attachments --..._�..._......._..---_.__..----�-��- ---_._.. _.�.�..-- - - Cranes: 100 Tons Through 199 $54.04, 7A Tons, Or 150' Of Boom (Including � Jib With Attac hments) Cranes: 200 Tons To 300 Tons, $54.61 7A Or 250' Of Boom (induding Jib ` With Attachments) � ...�.._....�_._._.._._�. ......_�._......� __ __�_.�..�_....� Cranes: 45 Tons Through 99 $53.49� 7A Tons, Under 150' Of Boom (induding Jib With � Attachments) � Cranes: A-frame - 10 Tons And $50.22 7A Under _....�.._._�� .....�..�._.._ �._ ._.� ...._ . Cranes: Friction 100 Tons $54.61 7A Through 199 Tons ; 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P 8P . 8P � 1 .. 3 _�_ � 8P ! ;i I _.... _ 8P � 8P 8P 8P 8P 8P 3/31 /2014 I I :07 AM https://fortress.wa.gov/I ni/wagel ookup/prv Wagel ookup.aspx � 8of17 Kitsap Power Equipment Operators �.---�T___.__ Kitsap � Power�cE uipment Operators Kitsap ! Power Equipment Operators E Kitsap � Power Epuiprrtent Oper�t_ _._....._ _.__....... ._..._........_ ....................._..._..........._......_.._ Kitsap I Power Eguipment Operators Kitsap ! Power Egui•pment Operators � Kitsap �Power Equipment Operators Kitsap , Power Equipment Operators Kitsap Power Equipment Operators Kitsap , Power Equipment Operators Kitsap � Pawer Ec�ui�ment 0 ep ratars Kitsap � Power Eq�aipment Operators Kitsap � Power_Equi�rr�ent O�erators Kitsap j Power Equipment Operators K itsap � Pow Equipment Operators Kitsap Power Equipment Operators Kitsap Power Equipment (?perators Kitsap f Power Equipment Operators Kitsap � Power Equiprnent Operators Kitsap k Power Equipment Operators Kitsap Power Ec�uipment Operators Kitsap Power Equipment Operators Kitsap � Power Equipment Operators Kitsap � Power E ui _ment�erators ' Kitsap � Power Equipment Operators Crane Frictio Over 200 Tons $55.17 7A � 3C 8P ' Cranes: Over 300 Tons Or 300' Of $55.17 7A �� � � 8P ; Boom (including Jib With ; ' , Attachments) ; i Cranes: Through 19 Tons With $52.58� 7A 3C 8P ! ' Attachments A-frame Over 10 � Tons ' � �. ; _._._��.._ _____ — --_- Crusher !$53.00 7A � 3C � 8P i __..._.._�.� .._.....__......_ .............�_..�.........................................._.. ..........._..._...__._. . ��_ �-____._.—._.._..�.�---.� ..._.... — i ' Deck Engineer/deck Winches $53.00� 7A � 3C � 8P i (Power) � j ` , Derricks, On Building Work $53.49 7A 3C 8P , _._._._.__ __�.___.�, —__..___.. ...�. � .._ ' Dozers D-9 � t Under $52.58 --� --..... .._.._...._ .._..._ _ ......................__..._..._... _....._..._�._____ Drill Oilers: Auger Type, Truck I$52.58 Or Crane Mount � Drilling Machine �$53.00 Elevator And Man-lift: � $50.22 Permanent And Shaft Type Finishing Machine, Bidwell And $53.00 Gamaco 8 Similar Equipment Forklift: 3000 Lbs And Over With $52.58 Attachments Forklifts: Under 3000 Lbs. With $50.22 At tachments � .�.._.._........_.._.__......_.��...�.. ..� _ Grade Engineer: Using Blue � $53.00 Prints, Cut Sheets, Etc _.___.__..._..._....___..._..._____._.��__..._ � -�-----__._.-- Gradechecker/stakeman $50_22 Guardrail Punch, $53.00 _.�...____---.._....._...--�--........_._....._._..� _._._...� Hard Tail End Dump Articulating $53.49 Off- Road Equipment 45 Yards. Et Over ___..._. _.......�_�____._ ._..�..._._.....__..�.r.__ Hard Tail End Dump Articulating �$53.00 Off-road Equipment Under 45 Yards � Horizontal/directional Drill $52.58 Locator Horizontal/directional Drill T I $53.00 Oper ator � Hydralifts/boom Trucks Over 10 $52.58 Tons _...____.... ....._ �......... _._._........_..._ Hydralifts/boom Trucks, 10 Tons $50.22 An Und er Loader, Overhead 8 Yards. �t �� $54.04 Over Loader, Overhead,.6 Yards. But $53.49 Not Including 8 Yards ; --r----..-. Loaders, Overhead Under 6� I$53.00 Yards � 7A 3C 7A 3C 7A 3C 7A , 3C 7A � 3C i 7A 3C 7A 3C 7A � 3C 1 _._..___�...�.,�...__._---- 7A ._.........� ...................._ 7A 3C 7A 3C 7A 3C 7A 3C 7A 3C 7A 3C ._---......_.... 7A 3C 7A 3C 7A 3C 7A � 3C 8P � --__......—..�...._._+ $P i ' � 8P 8P ; I � . _._ 8P � 8P G � 8P " � 8P �! � ; _....--._.._...._.. gp I .... __...-.__._: � ......gP 'i W 8P i i � 8P � I i � 8P 8P � _. $P ' 8P , 8P 8P ' 8P ' � 3/31 /2014 I 1:07 AM https://fortress.wa.gov/Ini/wagelookup/prv Wagclookup.aspx Kitsap Power Equipment Operators Kitsap Power Equipment � erators Kitsap Power Equipment Operators _____�_.. �_. Kitsap ; Power Equipment Operators Kitsap �Power Equipment Operators Kitsap Power EquiQment Operata_rs Kitsap f P ower Fquipment Oper�ators Kitsap�Power Equipment Operators Kitsap j Power Equiprnent Operators Kitsap Power Equipment Operators e Kitsap � Power E ui�ment O erators Kitsap Power Equipment Operators � Kitsap Power Eguipment Operators ....._..._ _.�_. ._._ �....._. _ .............�— Kitsap ' Power Equipment Operators ; Kitsap Power Equipment Operators � � ...__ Kitsap Power Equipment Operators � Kitsap Power Equipment Operators � Kitsap Power Equipment Operators i Kitsap � Power Equipment Operators Kitsap Power EcLuipment Operators ^Kitsap � Power Equipment Operators � Kitsap � Power Equipment Operators ; Kitsap Power Equi�ment Operators � Kitsap � Power Equipment Operators : Kitsap Power Equipment Operators � Kitsap � Power Equipment Operators Kitsap � Power Equipment Operators Kitsap Power Equipment Operators Kitsap , Power Equipment Operators Loaders, Plant Feed _ $53.00 7A Loaders: Elevating Ty Belt $52.58 7A Locomotives, All � $53.00 � 7A _..... ...�._. ....____ .._....__._ ._.....__..._._ Material Transfer Device $53.00 7A _..._._._ ..�_........_.._.....�_.�—__...._....__...�_.�._ ....._.._.:...�.._ Mechanics, All (leadmen - $0.50 $54.04� 7A Pe Hour Over Me Motor Patrol Grader - $52.58�� 7A 8 _ Non-finishing Motor Patrol Graders, Finishing $53.49 _ 7A Mucking Machine, Mole, Tunnel $53.49� 7A Drill, Boring, Road Header And/or Shiel Oil Distributors, Blower $50.22� 7A Distribution �t Mulch Seeding ' Operator ' Outside Hoists (elevators And $52.58 7A M anlifts), Air Tu Overhead, Bridge Type Crane: $53.00 7A 20 Tons Through 44 Tons � � Overhead, Bridge Type: 100 �$54.04� 7A Tons And Over � Overhead, Bridge Type: 45 Tons $53.49 7A Throu 99 To .. __._... ......_._ ....__�...�.._...._. _... ...�..._._._ Pavement Breaker w $50.22 7A Pile Driver (other Than Crane $53.00 7A Mount) _.......____._—..._._ ... __.._ _ __._ .. _.._ . Plant Oiler - Asphalt, Crusher $52.58 7A ..........�..__._ .._.....—___.�... ........_. __........�. ._........__ Posthole Digger, Mechanical $50.22 7A Power Plant $50.22 7A Pumps - Water $50.22 7A Quad 9, Hd 41, D10 And Over $53.49 7A Quick Tower - No Cab, Under $50.22 7A 100 Feet In Height Based To Boom Remote Control Operator On $53.49' 7A Rubber Tired Earth Moving Equipment .�_.._�_�.._._ ..__.._ _..._..—. Rigge And Bellman $50.22 7A .—.�._. .__ ... ._.._._....�. ��._._ Rollagon $53.49 7A '� Roller, Other Than Plant Mix $50.22 7A Roller, Plant Mix Or Multi-lift $52.58 7A , Materials ----�_._......----_���._—._.._.......__...�..__._. ...._ � � Roto-mill, Roto-grinder $53.00 7A S aws - Concrete $52.58 7A Scraper, Self Propelled Under 45 $53.00 7A !Yards 3C 8P �I 3C 8P j — — � 3C 8P j . ....._ .__� .—. _..__. ......_._._ �...._; 3C 8P I i � .. � 3C 8P ? f I _ �_._i...�_..T........ _.I 3C 8P ; 3C� 8P � � { 1 ; 3 1 3C 3C 3C 3C 3C 3C 3C 3C 8P 8P 8P $P I 8P � — � ��..... 8P � 8P �� 1 1 8P ....._ i — .. _I 8P :� 3C 8P 3C 8P 3C 8P 3C�� 8P � � 3C 8P 8P 8P 8P 1 8P � 8P � , 3/31 /2014 1 I :07 AM https://fortress. wa.gov/I ni/wagelookup/prv Wage I ookup.aspa i � 10 of 17 Kitsa� Power Eguipment Operators Kitsap Power Equipment Operators Kitsap � Power Equi �ment Operators Kitsap E. P ower E 9ui ment Operator Kitsap C Po Equipment Operators Kitsap I Power Equ�ment O�erators � I Kitsap j Power EccLiQment Operators Kitsap ; Power Equipment Operators Kitsap ; Power Equipment Operators Kitsap Power Equipment Operators Kitsap • Power Equipment Operators i � � Kitsap � Power Equipment Operators Kitsap � Power Equiprnent �erator�s Kitsap E Power Equipment Operators Kitsap Power Equipment Operators Kitsap � Power Equipment Operators Kitsap Pawer Equipment_O�erators Kitsap Power Epuipment Operators Kitsap Power Equipment Operators Kitsap Power Equipment Operators Kitsap Power Equipment Op�rators Kitsap Power Equipment Operators Kitsap Power Egui�ment Operators Kitsap Power Epuipment Operators- Under�round Sewer �t Water R Kitsap i Power Equipment Operators- Underground Sewer �t Water Kitsap Power E ui ment Operators- UnderQround Sewer £� Water Kitsap Power Equipment Operators- ' Under round Sewer �t Water _. �......_._...._... �_�... _�_...._..._.._.____........_.._._..._..__......... Kitsap I Power Equipment Operators- ` Under�round Sewer Ec Water: Scrapers - Concrete �t Carry All $52.5 Scrapers, Self-propelled: 45� � $53.4 Y ards And O ver Service Engine - Equipme $52.5 ...___.._ _ _._.__..w.___ Shotcrete/ Equipment $50.2 _.._._.._.�__._........_ __..�-- Shovel , Excavator, Backhoe, � $52.5 Tractors Under 15 Metric Tons� I Shovel, Excavator, Backhoe: $53.4 Over 30 Metric Tons To 50 Metric Tons Shovel, Excavator, Backhoes, $53.0 Tractors: 15 To 30 Metric Tons . ...................._........_..............__....._......._....._._._........--��-�--�----�-�--�-�-� -- -�--- Shovel, Excavator, Backhoes: $54. Over 50 Metric Tons To 90 Metric Tons Shovel, Excavator, Backhoes: $54.61 Over 90 Metric Tons Slipform Pavers �$53.49 Spreader, Topsider £� E $53.49 Screedman ____...___----____..�...._..�__.�...._.�_ Subgrader Trimmer $53.00 Tower Bucket Elevators $52.58 Tower Crane Over 175'in Height, $54.61 Base To Boom Tower Crane Up To 175' In •$54.04 Height Base To Boom _._.._...�_......�.._._......__..._-___..�--�----...� �� Transporters, All Track Or Truck $53.49 Type ,_______......_._.__..._.�__._.._..--.- Trenching Machines $52.58 Truck Crane Oiler/driver - 100 � $53.00 To ns And Over Truck Crane Oiler/driver Under $52.58 100 Tons W_.�......_....__. Truck Mount Portable Conveyor $53.00 .�...._._.._._. � ...........................�......... ..._... Welder $53.49 ..�.._.__._____. ...._._.......__...... _. Wheel Tractors, Farmall Type � $50.22 Yo Yo Pay Dozer $53.00 Asphalt Plant Operators $53.49 Assistant Engineer � $50 8' 7A � 3C 8P � 9� 7A 3C 8P i ' 8 7A ��3C �' 8P ; 2 �7A _._ 3 ' 8 7A � 3C � 8P � _ � 9� 7A � 3C 8P �; ' � � � 0 8P� — — — , : ; � --�---. i____..��......_..__.._� 04; 7A 3C � 8P , ' � ; t 7A 7A : j 7A�; 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A Barrier Machine (zipper) ; $53.00� 7A Batch Plant Operator, Concrete �$53.00� 7A Bobcat $50.22� 7A ; � 3C � 8P : ' � � � � 3C 8P � 3C � 8P i � 3C � 8P � 3C 8P 3C �._._.. $P�--I — i — [ I � 3 _� C ___.._�.�. i � i _....._............_._..:__�.._...._._...�, 3C 8P ' � ___.__.� 3C i 8P ; 3C 8P ; 1 3C 8P � � � 3C 8P ` 3C � 8P ; � ..— — � 3C 8P ! ._� 3C 8P ' ' 3C 8P i I � � 3C 8P � ' � 3C 8P ; _. ... � � 3C 8P 3C ._._ ._...._...$P ; 1 i � 3/31/2014 11:07 AM https://fortress. wa.gov/I ni/wage I ookup/prv Wagel ookup.as px ' ' ' ' ' ' , , ., .� 1 ' ' ' ' , , � � 11 of 17 Kitsap j Power Equipment Op Brokk - Remote Demolition �$50.22� 7A Under�round Sewer �t Water Equipment ------�----- ---- -- �__.�..�_ _._._____._..__._� ..._...._... ...._...._. . .._......__.._._.�......�.......__._._�__—.�_.. _.. ...._._._...._� ._...._..._.._ Kitsap Power Equipment Op�rators- Brooms $50.22 7A UnderQround Sewer �t Water Kitsap Power Equipment Operators-� Bump Cutter � $53.00 7A Under�round Sewer �t Water � ._ .- -._. ._.....__�.___.._�_ �._ .. �. Kitsap , Power Equipment Oper_ators- Cableways �$53.49 7A � Under�round Sewer �t Water , ...._._..._..._.___._._.._..._..._ :..�......_�.._..�— .:......:............_._.. ... _..........._�.,....�__..._..__.._...._._.�.._.__..._.._... T _.._....._. _...______ Kitsap � Power Equipmen Operato Chipper $53.00 7A Under� Sewer 8 Water Kitsap Power Equipment Operators- Compressor �$50.221 7A Underground Sewer £� Water � �.........._...._._.._�_�___..._._._._.�_..._.......... ._�........_ ._..,__...�. ..._._.. ..._..___.._...... ._....... _...._.. _....._�..r Kitsap Pow Equ Operators- Concrete Pump: Truck Mount $53.49 7A Under�r�ound Sewer �t Water With Boom Attachment Over 42 - - -- -- _._._.........._.�.._.. ......__ ._...._...._.. __......_.__._ .. M._ _......�._._�._......_...._ ........_..�..._.._ _��..�.. ... Kitsap Power Equiprnent_Operators_ Concrete Finish Machine -laser $50.22� 7A � Under Sewer E� W ater Screed : Kitsap ? Power Equi�ment OQerators- � Concrete Pump - Mounted Or $52.58 7A � ----- -- — Under�round Sewer �t Water �Trailer High Pressure Line Pump, P ump Hig Press ure. ...__....._._._.�.._ .�_._.. ----.._.�. _...__.. ___....__.. ___........ _......_._._..�_.....�__.. _. _... _ Kitsap Power Equi�ment Operators- Concrete Pump: Truck Mount �$53.00 7A Underaround Sewer 5� Water With Boom Attachment Up To � , E -- ;' ; 42m �_....__...._._ .._..__..�.__....._ ._._...._... ..._... _._.__._. _.._._. _._.._.._. .....__.. .�_-. -- Kitsap Power E ui ment Operators- Conveyors $52.58 7A Under�round Sewer £� Water Kitsap Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $53.00 7A UnderQround Sewer �t Water With A _ ...............�... _....__ ._.._.. _..__......_ _._._..... ..... .._._. ..__....._...�_..�._. ...._._. ._ Kitsap ' Power Equipment Operators- Cranes: 100 Tons Through 199 $54.04 7A � Underground Sewer �t Water Tons, Or 150' Of Boom (Induding ' Ji Wit A ttachm e nts) ____...�.__...... _ ...... _.__...._ _�._ ._ _..._. �_.__. ..._. ._..._. _ .._ _. _... Kitsap Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $54.61 7A I Under�round Sewer �t Water Or 250' Of Boom (including Jib With Attachments) ' Kitsap Power Equipment Operators- Cranes: 45 Tons Through 99 $53.49 7A � — f Under�round Sewer f� Water 'Tons, Under 150' Of Boom � (including Jib With �_� � _ Attachments) � Kitsap Power Equipment Operators- Cranes: A-frame - 10 Tons And $50.22 7A UnderQround Sewer £x Water Under Kitsap Power E ui ment Operators- Cranes: Friction 100 Tons $54.61 7A Under�round Sewer �t Water �Thro 199 Tons . _________...._ _.._.. -.-._-- .--.�.__� ._,._....._.....______._.........—...__.._..._._.._.... _...__.._ Kitsap Power Equipment Operatars- � Cranes: Friction Over 200 Tons $55.17 7A U nderQround Sewer �t Water Kitsap Power Equipment Operators_ Cranes: Over 300 Tons Or 300' Of $55.17 7A f Underground Sewer & Water Boom (including Jib With ; , Attac hments) � - --t--- Kitsap Power Equipment Operators- `iCranes: Through 19 Tons With $52.58 7A Under�round Sewer �C Water f Attachments A-frame Over 10 ! �Tons � 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P ; .8P .....-._I 8P ' ; 8 I � .__... 8P 8P ' i 8P , � 8P 8P 8P ° 8P : s 8P . 8P - 8P 8P ; � 8P i i 8P � 8P i j __.___� 8P : — � 8P ; k 3/31 /2014 1 I :07 AM I?ofl7 � Kitsap � Power Equipment Operator�s- ` Underground Sewer �r Water Kitsap F Power Equipment Operators- Under�round Sewer � Water Kitsap ' Power Equipment Operators� � Unde r�round Sewer £ Water —_______.__�.--.::--- Kitsap � Power Equipment O � U nder� rou nd Sewer � Water : -- �. �..._.......��_ ....................... ._.............__.............._... Kitsap � Power Equl ipment Operators- ` Unde�round Sewer � Water '' Kitsap Power Equipment Operators- — �------�-- i Under�round Sewer £t Water �._.. .___ ............._�........._......... Kitsap j Power Equipment Operators- ���� Underground Sewer �t Water _ F _ _____ _ _ _ ; Kitsap Power Equipment Operators- Under�round Sewer �t Water Kitsap Power Egu i'ment Operators- � - ---- -- � Under�round _Sewer �t Water �...�..........._._........ _...._..... ___ ._.._._..�..:.:..-...... Kitsap Power Equipment Operators- � UnderQr�ound Sewer £t Water Kitsap fPower Equipment Operators- I Undergrou Sewer 5t Water Kitsap � Power E�ipment Operators- U nder�round Sewer F� Wate Kitsap Power Equipment Operators- j Urider Sewer Et Water �,_._....�..�_�____ _ Kitsap � Power Equipment Operators- � Under�round Sewer �t Water Kitsap � Power Equipment Operatars- UnderQround Sewer Ft Water Kitsap Power Equipment Operators- Under rour�d Sewer �t Water Kitsap Power Equipment O�erat.ors Under�round Sewer �t Water Kitsap i Power Equipment O�erators- ' UnderQround Sewer �t Water Kitsap Power E 4uiP men t Op Under�round Sewer �t Water Kitsap Po wer Equipment Operators- Under�round Sewer Ft Water Kitsap Power Equipment Operators- Unde�round Sewer �t Water � Kitsap Power Equipment Operators- Under�round Sewer £� Water Kitsap Power Equipment Operators- Under�round Sewer ft Water Crusher Deck Engineer/deck Winches (powe Derricks, On Building Work Dozers D-9 ft Under Drill Oilers: Auger Type, Truc Or Crane Mount Drilling Machine https://fortress.wa.gov/Ini/wagelookup/prv Wagelookup.aspx � ' � $53.00` 7A � 3C � 8P � _......_�....�.��... __ --._......_____._._.._!._ — $53.00 7A 3C � 8P Y ' � � ___ � __.____.. � ... . .. $53.49� 7A 3C 8P ' _...�...___ € ..._..... $52.58 7A 3C � 8P _ ___I____.�._............__�..._........�_...�.._...._ ..................._ ' k � $52.58 7A 3C � 8P � — — — $53.00 7A � 3C 8P � ' ...__..� _____.. � .,.........__. ._�. � Elevator And Man-lift: i $50.22 7A 3C 8P Permanent And Shaft Type � F��� � ' Finishing Machine, Bidwell And $53.00 7A 3C � 8P Gamaco £� Similar Equipment , ' Forklift: 3000 Lbs And Over With $52.58 7A � 3C i 8P Attachments � _.._._.___ ._.._��.._.��........---._.._._.-��-��--- ..� ................._..._..._� _............_..._..._._.___...__ � Forklifts: Under 3000 Lbs. W9th �$50.22 7A , 3C 8P Attach j Grade Engineer: Using Blue $53.00 7A 3C � 8P ; Prints, Cut Sheets, Etc � ; � Gradechecker/stakeman ;$50.22 7A I 3C 8P �� � � — — — i � � � Guardrail Punch $53.00� 7A 3C 8P � , — — — ; � � Hard Tail End Dump Articulating $53.49 7A 3C 8P � � Off- Road Equipment 45 Yards. �t � Over � Hard Tail End Dump Articulating $53.00 7A � 3C 8P i 1 Off-road Equipment Under 45 � � � Yards � ; Horizontal/directional Drill ` $52.58� 7A 3C 8P � Locator , �� � � __...�_ .................� ._......_.._......_........�._......_..._.__.._. _�._ .._.._........_.__. ����: Horizontal/directional Drill `I $53.00i 7A 3C � 8P Operator ; j � ___..______, Hydralifts/boom Trucks Over 10 $52.58( 7A � 3C ; 8P�i Tons � Hydralifts/boom Trucks, 10 Tons $50.22 w 7A 3C � 8P �` ' And Under � _._......._. ....._... .. __...�_.. ......_._ ............._...�.�. _...... � .........._ Loader, Overhead 8 Yards. �t $54.04 7A 3C � 8P i ' Over — — i — Loader, Overhead, 6 Yards. But $53.49 7A , 3C � 8P j Not Including 8 Yards � E � I , . _....�.._�-- � , Loaders, Overhead Under 6 ;$53.00� 7A 3C � 8P � Yards � ' i + __.._.._.�.. ' Loaders, Plant Feed $53.00` 7A � 3C 8P � .._..._��... _..^._. ..__._.�._. _____. ' � 3/31 /2014 I 1:07 AM https://fbrtress.wa.gov/I ni/wagel ookup/prv Wage I ookup.asph . Kitsap � Power Equipmer�t Operators- Loaders: Elevating Type Belt �$52. Under round Sewer �t Water ` ----�-- --.....__ .—_: ...--.-- _._............._. .___._—_.._..._.... . _.._ .__�..._._...�.....__._._.. _�_.._......___. ...._____ '. Kitsap Power Equipment Operators- Locomotives, All $53. Under�round Sewer Ee Water� Kitsap Power Equipment Operators- � Material Transfer Device � µ $53. Underor Se ft Water � __._._ ,....�..____�._.._.... �Kitsap Power E�ui m ent Oqer Mechanics, All (leadmen -$0.50 �$54. Under�round Sewer � Water Per Hour Over Mechanic) __.._..�._... --�...—_._._...�_. �- .............�.. .....�_ .�. _...... _.__.......,.._........._......... �_....._._..�_______.. Kitsap i Power Equipment Uperators- IMotor Patrol Grader - �$52. j Under�round Sewer � Water � Non-finishing ..---�-- - Kitsap Po E Operators- `Motor Patrol Graders, Finishing $53. Under�round Sewer f� Water ..._.—... _._ ...A_._...._ _......... ._ ........._ ........_._ ._�_........._ .._�... ...._......___ �....._...........� Kitsap E Power Equipment Operators- � Mucking Machine, Mole, Tunnel $53. ; Underground Sewer �t Water � Drill, Boring, Road Header -- - � ; 'And/or Shield --......_._..—_. ..._....._...�_......... ...._...__.._. ... _ .._..._._�. .__......._.. __ Kitsap '' Power Equipment Operators- Oil Distributors, Blower i $50. UnderQround Sewer �t Water Distribution �t Mulch Seeding Operator Kitsap �� Power Operators=� Outside Hoists (elevators And $52. � UnderQround Sewer tt Water Manl ifts), Air Tuggers ._...��._..._ __... .�.....__..._..�.........__.�.�-�---.� .._..._. __....._.....�..._.._�. .---._..... _ Kitsap Power Equipment ORerators- Overhead, Bridge Type Crane: $53. UnderQround Sewer �t Water 20 Tons Through 44 Tons Kitsap Power Equipment Operators- , Overhead, Bridge Type: 100 $54. Under�round Sewer �t Water j T ons A nd Over -..----+---_. _. __._ ._ _.. ----_ _ .._�.�__ _.__.. Kitsap ! Power Equipment Operators- Overhead, Bridge Type: 45 Tons $53. UnderQround Sewer & Water Through 99 Tons Kitsap Power Equipment Operators- � Pavement Breaker � $50.22 7A �Under�round Sewer & Water _ � � � � Kitsap � Power EquiRment Operato � Pile Driver (other Than Crane $53.00 7A UnderQround Sewer �t Water � M ount ) Kitsap � Power Equipment Operators- � Plant Oiler - Asphalt, Crusher $52.58� 7A ! UnderQround Sewer �t Water Kitsap Power Equipment Operators- Posthole Digger, Mechanical $50.22 7A Unde Se wer � Wat - - --.. .�.--- --�- -�- -..__. ..-- --- -�---._... �..._.— Kitsap �Power Equipment Operators- Power Plant $50.22! 7A Und erQro u nd Se £� Water Kitsap Power Equipment Operators- Pumps - Water $50.22 7A ' UnderQround Sewer 8 Water Kitsap Power Equipment Operators- Quad 9, Hd 41, D10 And Over $53.49 7A Under Sewer � Water ... ._.._.; ._. ._..._ ..-- -......_ . ...._� _.� �_ Kitsap Power Equipment Operators- Quick Tower - No Cab, Under $50.22 7A UnderQround Sewer f� Water 100 Feet In Height Based To Boom _._..._—.�.__._.__._._.�..__..._.. __. .__.�_ �_.___.—__.._---_..._.. _.._ ........�_...... Kitsap Power Equipment Operators- Remote Control Operator On '$53. Under round Sewer £t Water Rubber Tired Earth Moving Equipment �_._._-.. __._�.. _..._...� ..__ __ ..�...._�..._........._.....-.._ __�..�...___.�� x Kitsap Power Equipment Operators- Rigger And Bellman i$50. Under�round Sewer E� Water i 1 7A 3C 8P ; .�....._..._.._� .�.....--�---. ... . _. _.._—� 7A 3C i 8P E ; - �� 7A 3C j 8P ! i � 7A E � 3C � Y.- 8P 7A 3C � 8P j I 7A 3C 8P ' � _.._�.__... _- --..�_ __.........._...._...! 7A 3C 8P � i � � 7A � 3C � 8P ': t � 9 � 3C 8P � 3C 8P � . � '�,_.. � � 3C � 8P I �-. 7A 7A 7A 7A 3C 3C 3C 3C 3C 8P I i ; 8P � � 8P � 8P i � 8P � 3C 8P 3C 8P 3C 8P 3C 8P � 3C 8P 7A � _..�......_ _._�_._... _..... � 7A 3C 8P � ._ . _....�.�! 3/3 I/2014 I I:07 AM 14of17 Kitsap � Power Equipment Operators- Under�round Sewer_�t Water ;_._�_�.... ......._.._..._.....�.....�............� ... ' Kitsap Power Equipment Operators- � Under�round Sewer ft Water Kitsap Power Equipment Operators- ° Under�round Sewer F� Water Kitsap Power ���ment Operators- � UnderQround Sewer �x Water ... .... ... ........_._ .......... ... . . .. ................ _.. _._ ._ ... . Kitsap C Power Eguipment O�erators- ; Under�rou Sewer �r Water Kitsap � Power Equipment Operators- Ur�derground Sewer & Water Kitsap Power Equipment Operators- Under�roun Sewer �t Water Kitsap ; Power Ec�ui�ment Operators- Und round Sewer Ft Water Kitsap Power Equipment_Operat.ors- Underground Sewer Et Water - ---- ---.... _... _. _.... _ _. � ...................._..._...._. ...._........._....._._...__�......._.._..._...._�._. _ Kitsap � Power Equipment Operators- ; Unde�round Sewer �t Water Kitsap � Power Equipment Operators- � Under�round Sewer �t Water Kitsap Power Equipment Op erators_ E Under�round Sewer �t Water ; ' T Kitsap `Power Equi ment Oper Under�round Sewer �t Water Kitsap Power Equipment Operators- Under�round Sewer ft Water Kitsap i Power Egui�ment Operators- i Under�round Sewer �t Water Kitsap I Power Equipment Operators- Under�round Sewer � Water _�_.....�..._... __.__......_... � Kitsap ; Power Equipmer�t Operators _ Underground 5ewer �r Water Kitsap � Power Equipment Operators- UnderQround Sewer £� Water Kitsap Power Ec�uipment Operators- Under�round Sewer �t Water Kitsap� Power Equipment Operat.ors- � Under round Sewer �i_Water Kitsap � Power Equipment Operators- ' Under�round Sewer �t Water ..__.�._. --- Kitsap i Power Equipment Operators- UnderQround Sewer �t Water Kitsap Power Equipment Operators- U�iderQround Sewer 5t Water Rollagon Roller, Other Than Plant Mix Roller, Plant Mix Or Multi-lift Materials Roto-mill, Roto-grinder Saws - Concrete https://fortress.wa.gov/I ni/wagel ookup/prv Wage I ookup.aspx � ' � $53.49� 7A 3C � 8P . 1 ' _....... ._.�.._...._ _ �_ ... $50.22 7A 3C 8P $52.58� 7A 3C � � 8P ' j � I i I $53.00 7A � 3C 8P ..,...... � _........_.__....__.__�_—..V....�.._ ' $52.58� 7A 3C � 8P � Scraper, Self Propelled Under 45 $53. � Yards � .........�._........�...._....._.____--- .. ............. Scrapers - Concrete �t Carry All �$52. Scrapers, Self-propelled: 45 Yards And Over Service Engineers - Equipment Shotcrete/gunite Equipment Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. Shovel,Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons T Shovel, Excavator, Backhoes, Tr 15 To 30 Metric Tons Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons Shovel, Excavator, Backhoes: Over 90 Metri Tons Slipform Pavers Spreader, Topsider �t Screedman Subgrader Trimmer Tower Bucket Elevators 7A ( 3C $53.49� 7A _...___..�..____ $52.58� 7A $50.22 7A $52.58� 7A $53.49� 7A $53.00 � ..Y.. 7A $54.04 7A $54.61� 7A $53.491 7A _...._......__._ ..... ........_...._.__ $53.49 7A __.__!...�.�..��. $53.00; 7A $52.58� 7A Tower Crane Over 175'in Height, �$54.61 Base To Boom Tower Crane Up To 175' In $54.0q Height Base To Boom Transporters, All Track Or Truck �$53.45 Trenching Machines $52 00� 7A � 3C 8P � ' 7A 7A 7A 7A 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 3C 8P � I 8P ._ 8P � 8P � 8P � 8P _._._._�_._ � 8P 8P � I� 8P��: � — � ' I l_�.... ' 8P � � � i �-...._..._...._. � 8P I i � $P i � � � P �� I i �...�_....__........---; 8P i ' � 8P J � -- -----�; ' � 8P 1 �� 8P � — ' � �___�____-- � 3/31/2014 I 1:07 AM https://fortress.wa.gov/I ni/wagelookup/prv Wagelookup.aspx ' ' ' ' ' , ' , ,, ' ' , , � � , ' ' � 15 of l7 Kitsap Power Equipment Operators- Truck Crane Oiler/driver - 100 �$53 Und erground _Sewer � t Wa Tons And Ove �...._.....__._. ---.___._�_. ._�....._...._..__—. .._ __......_....__...__.�.. ._.�_...�......_...�_._....._._.....�.__.._._.. Kitsap Power Equipment Operators- Truck Crane Oiler/driver Under �$52 Under�round Sewer 6� Water 100 Tons Kitsap Power Equipment Operators- Truck Mount Portable Conveyor $53 Unde Se Ft Wat Kitsap Power �qui�ment Operators- � Welder�� � � � ' Under round Sewer �t Water __._. _ _ __.... ._._...__ .._...�..........._...�. ._...........�..... �............_.� �........_.............. _....__._ Kitsap i Power_Equipment Operators_ Wheel Tractors, Farmall Type ' Underground Sewer & Water Kitsap ' Power Equiprnent Operators_ Yo Yo Pay Dozer UnderQround Sewer �x Water ._.....��._ .._._._..._. ._._._...._...._... ._.�.�......_....�. _ Kitsap Power Line Clearance Tree Journey Level In Charge � Tri mmers Kitsap ! Power Line Clearance Spray Person Trimmers Kitsap Power Line Ciearance Tree Tree Equipment Operator Trimmers ..._.._... ....._...__.. _ _. � Kitsap Power Line Clearance 7ree Tree Trimmer ! Trimmers ___--__ ; _ — _._ .� ___ ...___ Kitsap � Power Line Clearance Tree Tree Trimmer Groundperson � Trimmers Kitsap Refri�eration E� Air Mechanic Conditionin� Mechanics Kitsap Residential . Brick Mason� Journey Level _ � Kitsap ; Residential Carpenters Journey Level � Ki tsap � Residential Cement Masons Journe Leve Kitsap Residential Drywall App ;Journey Level —.___._._ �. � __...._. ____ _._._� : Kitsap � Residential Drywall Ta�. ers Journey Level ` Kits p Residential Electricians Journey Level Kitsap Residential Glaziers ; Journe Leve W._... _.._ ........_... ......_...- -- - Kitsap Residential Insulation Journey Level � Applicators Kitsap W Residential Laborers T � Journey Level �� K itsap Residential Marble Se tters Journey Le �._.� _.._._..._.�___......._..�._........ _ Kitsap � Re sidential Painters Journey Level _..............._.._.._...._ ._..__...�...�__......._ .__ .....................� � Kitsap Residential Plumbers 8 Journey Level Pipefitters Kitsap Residenti Refri�er �t Air Journey Level Co nditionin� Mechani Kitsap Residential Sheet Metal Journey Level (Field or Shop) Workers _�.._.... �._.__. .__... ___. Kitsap Residential Soft Floor Layers � Journey Level Kitsap Residential Sprinkler Fitters Journey Level (Fire Protection) Kitsap � Residential Stone Masons Journey Level 7A � 3C . ....._..__�_.........._....- 3C 7A 7A $53.49 7A $50.22 .^.�. 7A $53.00� 7A $44.86 � 5A $42.58; 5A $44.86 5A $40.08� ^ 5A ------�-�--- $30.20 5A $62.57 5A $17.04 $39.62; 5D 30.87 $39.62 5D $27.00 $53.76 $13.96 $16.89 $1 $19.52 �--._......__._.... $21.11 $17.64 $28.95f —_�..._... ... $19.38 --------§�-----�-- $27.74' $50.12 5A 3C 3C 3C 3C 4A 4A 4A 4A 4A 1G 1M 1 1M �1_ 1 1Y 1 8P 8P 8P 8P 8P 8P 3/31 /2014 I 1:07 AM I G of I 7 Kitsap Residential Terrazzo Workers 'Journey Level � ---..�.-- .__.__�......�_____._...._...— �.. _ Kitsap Residential Terrazzo/Ti 'Journey Level �� Finrshers m Kitsap '• Residential Tile Setters Journey Level � Kits p aofers ��� Journey Level Kitsap Roofers Using Irritable Bituminous � Materials ' Kitsap ShePt Me�tal Workers �Journey Level (Field or Sho Kitsap Shipbuildin� f� Ship Repair ;CARPEN Kitsap Shipbuildin� �t Ship Repair `ELECTRICIAN Kitsap Sh�i buildin� � Ship Repair � �t Frost Insulator . _._......_..._.._....._...._..........._......._ .................�._...�_..........._...�_�._..._... __ _ _.._...... Kitsap Shipbuildin� �t Ship Repair � Laborer .�......_..._._...._.__._...�.�.._. ._ _.�.............__. v._ ..................�..... Kitsap I Shipbuildin� £� Ship Repair MACHINIST .w_.�._._.� .._...... __. _ Kitsap �ShipbuildinQ £t Ship Repair OP ERATOR Kitsap ; Shipbuilding � 5hip Repair � Painter ._..� ._ .��_ Kitsap 'Shipbuildin� 6t Ship Repair PIPEFITTER Kitsap �Shipbuilding �t Ship Repair RIGGER �� __ � Kitsap E Shipbuilding 6t Ship Repair Sheet Metal Kitsap Shipbuildin� & Ship Repair SHI PFITTER , Kitsap� Shipbuildino St Ship Repair � WE�� LDER/BURNER Kitsap Si�n Makers �t Installers �Journey Level (Electr�ical) Kitsap SiQn Makers & Inst.allers Journey Level �tvon-Electrical� Kitsap Soft Floor Layers �Journey Level� � Kitsa Solar Coritrols For Windows Journey Level Kitsap Sprinkler Fitters (Fire � Journey Level � Protection ) i ��__�...._.._._._.�.. -_.�_._ Kitsap Sta e Ri��in� Mechanics (Non �Journey Level Structural) Kitsap Stone Masons Jou rney Level Kitsap 'Street Arid Parkin�Lot Sweeper Journey Level Workers Kitsap , Surveyors Assistant Construction Site Surveyor Kitsap Surve�rors � Chainman ° Kitsap Surve ors Construction Site Survey Kitsap Telecommunication � Journey Level Technicians � � � Kitsap Telephone Line Construction -; Cable Splicer Outside i �Kitsap Tel e�hone Line Constr�ction - � Hole Digger/Ground Person Outside j .r. ._..--- -......__._..__....---._..._.._�_....__..;._._....�. ......_. Kitsap ;Telephone Line Construction - ilnstaller (Repairer) ; Outside I https://fortress.wa.gov/I ni/wagel ookup/prv Wagel ookup.aspt � $9.32� 1 � ._ ...__�___ - � ' $30.26� 1 ; ' � I �. ' $31.14 1 ! ---�-----_._- __.... _......___ � � $ 44.71 5A 3H � ' ,.r�E�_. ...V,�.......��.... .,,: � $47.71 5A • 3H f 'i. � � � -. -- $69.37 7F �1E ...._`^� ' ' , $19.29 � 1 ; �; $25.53 _.._�_ __.._.�- � ----- ' .....w,..� ._._ 4 $58.93 � 5J 15 S � _.._.. —_...� ............._......_............— � �----,----�-�--, $19.64 1 ` ' _._... _.._........_._..........�...._.._.._. _._.�.__. _...._............�._.._ ._....� ' $19.29 1 ! $19.44 _.._..__._ 1 $37.80 6Z 26 w ; , ' � $19.29 � 1 ` ..�..._.-_—_ __...,�_ ._...._..j......_.._$_19.' 29 ..._... �.........,._.___�... �......_._....._......._ � $22.21� 1 i $19.29 1�� � i $19.29i u_ 1 I �� �; � � $20.58� 1 � � � � � � � $9.32 �� 1 , � I i __V___V_____,..._�.._._._ . __.� $42.15; 5A ` 3D �� I _______..�.�.._......_:._.._..._.�.�-�-��--�-�-� $10.31 ' 1 � Y � ' �_ _ j $69.59 5C 1X � i 3 ' ' , ......__ .__._._ ..�-�.-.._�..V...__�;: � $13.23 1 � __ --____.�:i � $50.12 5A � 1M � � $16.00 � 1 � � _ .._.._ ....................._._ _� .........._. _____._ -__i � $52.58 7A 3C 8P j � $52.06 7A 3C , 8P ' ' $53.49 7A 3C 8 -___..��....._.._.._ — .......... �__.._�- .. � $40.82 7E 1 E i _ � $36.01 5A 2B � f ' $20.05 5A 2B ��� .. ._ _._.._...__..... . _.._ ...._..._.._._. . --- ._.. $34.50 5A 2B � , � 3/31/2014 11:07 AM https:// fortress. wa.gov/ I ni/wagel ookup/prv Wage I ookup.aspx Kitsap �Telephone Line Construction - Special Aparatus Installer I $36.01 � Outside _ ................._.�.�._-.��--�.__.._.. �._....._ �..._ ...� --��---._�... _.....�__ ...__ ._.....__... ....___ Kitsap �Telephone Line Construction - Special Apparatus Installer II $35.27 .._.._ �� side �- - ..�. _. _._ � Kitsap Telep Line Constru - Telephone Equipment Operator $36.01 � Outside� (Heavy) _ Kitsap :Telephone Line Construction Telephone Equipment Operator $33.47 Outsi (Light) , ........�..._._..... _...._____._.....�. ..._._.�.� _..........�__...._ ..��.�_........�._..�..�..._..._. �.�......._�__, ............... .. Kitsap Telephone Line Construction - Telephone Lineperson $33.47 ' Outside Kitsap Telephone Line Construction _ Television Groundperson $19.04 Outside E _..._......�._.r._...... ._.........�.._.._.__ ._....._.. �....._ .�..._..._.. ....... _._...._. __.._ ._ .............._..._ Kitsap Tele hor�e Line Canstruction E Television Lineperson/Installer I$25.2i Outside ` ---�...�.�.__. --i-- Kitsap Telephone L.ine Construction - �Television System Technician $30.2C Outside _ _ 5A 26 5A 2B 5A 2B 5A 26 5A I 2B 2B � _ ....._.. . . 2B I i °— 2B 26 _.---' ---.. 2B 3 � 1M 1M :..._...� ......._ � 1 , 3 � 5A 5A 5A 'Kitsap �Telephone Line Construction - Television Technician $27.09� 5A � -- — ; Outside _...__..� - ........_.. _....._...�___......__.—.._._...... �....--�- -._....�......__.._._ _...---. .._...._ Kitsap Telephone Line Construction - �Tree Trimmer $33.47 5A Outside ' : Kitsap Terrazzo Workers ' Journey Level � w $46.96 5A_ �-----�--�--- - � — Kitsap :Tile Setters Journey Level � 46.96� 5A� --_._.._.._... ....... _.� ..._... ---�-- .... ._._...._—._..�. _....._._.. _�.... � ..._. — � Kitsap 1Tile, Marble E� Terrazzo ; Journey Level $12.00 Finishers Kitsap Traffic Control Stripers �urney Level � $42.33 7A Kitsap Truck Drivers Asphalt Mix Over 16 Yards (W. $48.87 5D W A-Joint Coun 28) . Kitsap Truck Drivers mm µ Asphalt Mix To 16 Yards (W. � $48.03 5D � WA -Joint C ounci l 28 �"_�'� _..�.....�� ......._.. .�........._.�....��.�....� F �..... ..__.� ....�....�.� ._�_.�..��_. .. .._.._. ....__. Kits Tru Drivers ! Dump Truck $19.60 ._..._.._ — _�__.. - _._._ ..___.....�____. � ..._ .__.. _..... _... ..--. --.. Kitsap T ruck Drivers Dump Truck And Trailer Y $19.60 � K itsa p Truck Drivers Other T rucks �;$18.37 Kitsap Truck Drivers �Transit Mixer $20.79 � Kitsap Well Drillers E� Irri�ation Pump Irrigation Pump Installer $13.17 Inst allers , _ —__._ _. .�_.__ __.._� ._.._ .._...,..__�.�._. Kitsap Well Drillers Ft IrriQation Pum� Oiler $14.08 Installers ..�_. _.._._ ._....._.. _.. .....__.�.._..__I___.�__......._ _. __.....---...�... _....._._. _.�._._. Kitsap Well Drillers �t Irri�ation Pump �Well Driller $14.40� --.._—...-- Installers �. . ..,. .,: i . . . . .. ......., ... . .: ... .... :. ... .. .... .... ... _ . .. .,. _ . . ... ._ .. . : ._. .. , �.. ,,.._ 3A 1 1 8L 8L 3/31 /2014 I I :07 AM � ' ' 1 ' ' ' Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 ;•:1:*�i�#*�I:�h�y-a�W�*.1=kXWW:;::k'm*i:>k=k��a�'m�k:l:a-�8<��a;: •r,.;i;;::kt:v;�;i,:.yc�:* •r,.�::i:�I:�:��::ki:*#.:::y8��tek*:t� X'r,.*X:k:l::'F:;:�=*-f*XY. •r,.�•X•�*Y-1::I:k::a:i::k OVC1'tlI11C CO(ICS Overtime calculation5 arc based on the hc�w rate actually paid �o tlx; worker. On puhlic works projec�s, �hc hourly rate must be; nul k.ss lhan thc prcvailing ralc of wa�,n: minus lhc hourly ratc of thc cost ol� Gingc bcnclil.s actually providecf for lhc workcr. Ai .1. HOURS WOR1CrD IN �XCFSS Or FIGHT (8) HOLJRS P1:R I�AY OR FOlt7'Y (40) HOIJItS P�:IZ WF�K SHAI,I_ Bh PA[U AT ()N�; nND ONE-HAL.I� "l'IMt;S THF� H()URLY 1�1TF: (.)I� WAGI�. ` c. All hourti worked ��n Satw sh�tll bc naid at onc nnd onc-half tiireti thc hourly rate of wage. All hours worked on Sundays and holidays shall hc naid at doublt: thc hourly ratc ol'wage. Thc lirst two (2j hour� aticr eight (R) regular hours Monday through Friciay and the lir�t tEn (IOj hours on Saturday shaTl he paid at onc arul one-hall�linx:s �hc ho�ly ratc of wagc. All othcr overl'uix; hours and all hours worhed on Sunclay, and holidays tihall be paid at double t}u: hourly rate ol�wage. 1). Thc iu�t two (2) hours befi�re or aller a live.-eight (8 j hour workweek day or a ti>ur-ten (10) hour workweck day and ttx; t u cight (8) hours wurked thc nexl day atter ciltx:r workwcck shall bc paid al onc arxi oix;-half tnix�s the hourly , r�te oCwage. All additional huurs wc�rked and all wc.�rked on Sundays and holidays shall bc paid at doubk: Ihe hourly rate ofwage. ' �. The lirst two (2) hours altcr cight (8) rcgular hours Monday lhrough N'riday and lhe fu cight (8) hours on Saturday shall be paid at one and one-half �in�;s thE; hourty ratc of wage. All other hours workcd Morxiay through Saturday, and all hours worked on Sundays and holid�ys shail he paici at doubk ltx; hourly rate of wage. , ' , ' 1 , ' F. '.I:'he I�st two (2j hours a(icr cight (8) regular hours Monday through Friclay ancl the lutit ten (l0) hours on Saturday shail be paid at onc; and one-half turY;s �he hourly rate o1'wagc. All o�hcr overtinx; hours worked, cxcept Labor Day, shall he paid a� double lhc hourly rate of wage. All hours workcd on Iabor Day shall be paid at three linx;s the hourly ratc o f wagc. G. `I1�e lirsc ten (10) hours worked on Saturdays and �hc lirst ten ( I 0) hours worked on a fiiih calendar wcckday in a ti�ur-ten hour schedulc, shall bc paici a� onc and onc-halt�lint;s the hourly rate of wage. All hours worked in exccss ot'tcn (10) hours per day Monday throu�;h Saturday and all hours worked on Sundays and holidays shall he paicl at douhk; lhe hourly rate ofwage. H. All hourti worked on Saturdays (exccpt nrakeup days if work is bsl due lo inclerrx�.nt wealhcr conditions or eyuip�rent brcakdown) shall be paid a� onc and onc-half tirrx;s the hourly rate of wage. All hours worked Monday lhrough Saturday ovcr twclvc (12j hc>ur� und all hour� worked on Sundays and holidays shall bc paid at doublc lhc hourly ratc oi'wage. I. nll houn worked on Sundays and holidsys shall altio be paici at doubk lhe hourly rate ol�wage. J. 'I'he lirst lwo (2) hours alter eighl (8) regular hours Monday through Friday and �he first ten (10) hours on Saturday shall he paid at onc and onc-halC times �he hourly rate oC wage. All hours worked over ten (10) hours Monday chrough Saturday, Sundays und holidays shall be paid at double the hourly rate of wage. K. Al] hours worked on Saturdays and Sundays shall be paid at c>nc and onc-hali'ti�nc;s the hourly ratx; of wage. All hours worked on holidays shall bc paid al doublc t.he hourly rate of wage. ' M. All hours workcd on Saturdays (except rrrakeup days if work is losl due to uicle�renl wealhcr condilionsj ihall bc paid al one and one-halCtn�Y;s the hoiu'ly ratc; of wage. All hours worked on Sundays arul holiclays shall be paid at doublc thc; ho�� ratc of wagc. r ' Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 N O. Y nll hours workcd on Saturdays (cxrep� nrakeup days) shall be paid at onc and onc-half �inY;s thc Ix�urly rate of wagc. All houn workcd on Sundays and holidays shall he raid at double the hourly rate of wage. The first tcn (10) tx�un workcd on Saturday shall bc paici a� onc and onc-half li�r�s thc hourly rate of wage. All hc�iu�s worked on Sundays, holidays and alier twelvc (12) hours, Monday through Friday and al�er ten (10) hours on Saturday shall bc paid at doubk; the hourly ratc of wagc. All hourti work�d on Sa�urdays (cxccpt rrrakcup days if�circumstances warranl) anci Sundays shall hc paid al onc and onc-half timc;s ttx; hourly ratc of wagc. All hours worked on holidays shall hc paid at douhlc thc hourly ratc o('wagc. Q. "I'hc firsl lwo (2) hours allcr cight (8) rcgular ho�n Monday �Fu Nriciay and up lo lcn (10) h��urs workcd on Saturdays shall he �aid at one urxi one-hall'tinxs the hourly rate of wage. All houn work�d in exccss of len (10) hours per day Monday through Satw and all hours worked on Sundays and holiciays (excep� Chrislirras day) shall he; paid at double the hourly rate o1'wage. All hours worked on ChriStmas day sliall be paicl at lwo ancl one-half L'u�x;s ltx; ho�n ratc ol�wagc. R. All hours worked on Sundays and holidays shall he paici a� two ti�nr;s the hourly ratc of wage. ' t 1 ' 1 ' 1 S. Thc lirst lwo (2) hours aft�r ci�*hl (8) rcgul�r hoi�ti Monday lhrough Nriduy und lhe rirsl cighl. (8) hvurs cm Saturvay shall bc paicl al onc and onc-half t.u�x;s thc hourly ratc of wagc. All hours wurked on holidayti ancl all o�hcr ovcrtu�uu hours workcd, cxccpt Labor llay, shall hc paid a� doubk� �hc hourly ratc oPwagc. All how workcd on � I.ahor Day shall he �aid at thrce tiirx.s the hourly ralc of wagc. U. All hours worked on Saturdays shall he paid al onc and one-hali'tiirx;s �he hourly rate ofwagc. All hours worked on Sundays ancl holidays (cxccpt 1.�1hor i�ay) shall hc paid at two liirn�s thc hourly raU; of wagc. All hours worked on Labor Day shall hc paici at �tu �inn;s �hc hourly ratc of wagc. V. All hours workcd on Surxlays and holidays (cxccpt Thanktgiving Day and Chri�lrrra� day) shall bc paid at one and onc-half timc;s U�c hourly ratc of wagc. All hours workcd on Tl�nl:sgiving llay and Chrislnras day shall he paid at doublc lhc; hc�urly ralc ol�wagc. W. All ho�s workcd 011 S1lll�(�1yS and Sundays (cxccpc n�kc-up days duc to conditions beyond lhi; control of �hc err�loyer)j shall he paid at one and one-half tiirieti the hourly rate of wage. All how workcd on holidays shall hc paid al doubk; �hc hourly ratc of wagc. X. Thc Ivst Ibur (4) hours altcr cight (8) rcgular hours Monday through Nriday and lhc lirs� twelve (12) hours on Saturday shall be paid at onc arn1 onc-half tnrx;s the hourly ratc of wage. All hours worked over twelvc (12) hours Monday through Saturday, Sundays and holidays shall he paid at double the hourly rate ofi wagc. Whcn holiday fiills on Saturday c�r Sunday, the day bcli�re Sat.urday, h'riday, and �he day a[icr Surxiay, Mc�nday, shall be con5idered the holiday and all wc�rk perfi�rmed shall he paid at doublc lhe hourly rate ofi wage. Y. All hours worked ou�sicic the hours of 5:00 ani and 5�O0 pm (or such othc�r hours as may bc agrecd up�>n hy any einployer and the e�ry�loyee) and all hours worked in cxcess o1'cight (8) hours per day (10 hours per day for a 4 x 10 workwceh) and on Saturdays and hol'ulays (excrpt luhor day) shall he paici at onc and onc-halfi timr;s thc hourly rate oi' wage. (exccpt li�r �rr�loyees who arc absent from work without prior approval on a scheduled workday dw tlxx workweek shall bc paicl at Ihc straight-time rate until they have worked 8 hours in a day (]0 in a 4 x 10 workweek) or 40 hours during that worhwcck.) All hours worked Monday through Saturday ovcr lwclvc (12) hours and all hours workcd on Sundays and I abor Day shall bc paid at doublc thc hourly rate of wagc. I � � � 1 O � ' 7.. Ail hours workcd on Salurdays and Sundays shall be paici at onc and one-halfi ti�nes the hourly rate of wagc. All ' hours worked on holidays shall bc pa� the straighl tiirn�. rate oti pay in add ition to lx>liclay pay. ' 2 � � ' ' ' � ' ' 1 � � � ' ' ' , 1 1 � 1 � Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 ALL HOIJRS WORKF..D I.N �:XC�SS OH �IGHT (8) HOt1RS PFR DAY OR FORTY (40) H()URS PF.R W�:�:K SHALL BF YAII� AT ONr AND ONF-HALF TIMES '17-I� HOtJRI_Y RA7'h; OF WnG�:. B. C c. H. O. R. U. All hours workcd on holidays shall bc paid at one arxl one-half times lhe hourly ralc of wage. A]1 hours workcd on Sunday� shall be paid at ur�: and one-half tinr� lhe hourly raU; of wagc. All hours worked on holidays shall be paid at two tinx;s �he hourly race ofi wage. Thc 19rst eight (8) hourti workr.d on holidays shall be paid at the slraight hourly rate of wagc in addi�ion to tlx holiday pay. All ho�u workcd ui cxcess ofeighl (8) hours on holiclays shall bc paul at double the hourly ratc of wa �.. All hours workcd on Sunday shall bc paicl at two tin�:s chc hourly ratc oPwaga All hours workcd on pa�d holiclays shall bc paici at two and onc-hall�ti�Tx;s thc hourly ratc ofwagc includmg huliday pay. All hours workcd on Sunday shall he paid at two tirrtis the hourly rate ofwage. All hours worked on holiduys shall be paid at one and une-half�time;s lhe hourly rate oPwage. , All hourti workcd on Sundays and holidays shall be paid at one and one-half tiines the hourly rite of wage. All hours worked on Sundays arxl holidays and all hours worked ovcr sixty (60) in one week shall hc paid at double the hourly ratc� oFwagc. All hours worked on Saturdays tihall be paid al one and onc;-half lirrt�s lhc hoiu�ly ratc ol�wagc. All hourti work�d ovcr I 2 hours in a day or on Sundays and holidays �hall be paid a� doublc �he hourly ratc: of wagc. W. The firs� two (2) hours alicr cight (8 j rcb*ular hours Monday tivough Friday and the first eight (8) hours on Saturday shall bc paid at one and one-halfi tirrx;s the hourly rate of wage. All o�her hours worked Monday through Saturday, and all how�s workcd on Sundays and holidays shall he puici aC douhle the hourly rati; of wage. On a lour-day, �cn-hour wcckly schcdule, e ither Morxjay thru Thw or Tuesday lhru Friciay scheduk., all how worked aftcr tcn shall he paid at double lhe hourly rate ofi w�ge. The first eighl (8) hours worked on �hc lilih day shall be paici at onc and onc-half limes lhe huurly ra��; ol�wage. All othc;r hours worked on lhc lilih, sixlh, and sevcn�h days and on holidays shall bc paid at doublc lhc ho��rly ratc ol'wagc. ALL HOURS WORKED 1N �XCF,SS OF FIGHT (8) HOURS PFR DAY OR F�ORT'Y (40) HOCJRS PFR WFFK SI-IALL B� PA1D AT ONF, ANi) ONF,-HALI{ TIM1;S THI: HOiJRLY ItATI-? ON WAG�. A. Work perf<>rnx;d in cxcess of eight (8) hours of straight time per day, or ten (1(.)) hours ofi straight tnYie per day whcn tbur ten (10) hour shilis are established, or forty (40) hours of st.raight tirrx; per week, Monday through �riday, or out5ide thc nom�al shifi: and all work on Saturdays shall he paid al lirrx; and one-hall'Ihe straight ti�ne rata Hours worked over twclvc hours (12) in a smgle shift and aIl work perli�nrx;d aiier 6:()0 p�n Saturday to G:00 am Monday and holidays shall he paicl at doubk the slrai�� t timc; rate of pay. Any shilt starting be�ween lhe hours of 6:00 pm and midnight shall roccive an addilional one dollar ($1.00) per hour li�r all hours workcd lhat shif�. Thc cn�loyer shal] have the sole diticrc;tion to assib ovcrlirne work to ei�loyecs. Yrinrary consideration fbr overtimc; work shall be given to e��loyccs rogularly assigned to lhe work to be perli�rnt;d on ovcrcin�; siluations. After an en�loyee has worked cight (8) hours a� an arplicable overtim�; rate, all additional huurs shall be at thc applicablc ovcrtinY; ra�c until such ti�rx: as the e�7�loycc has had a brcak ofcight (8) hours or rrx�re. B. 7'he firsl 1��ur (4) hours alicr eight (8) regular hours Monday through I�riday and the lin� twclvc (12) hours on Sa�urday shall be paid at om; and onc-half tinx;s the hourly rate of wage. All hours worked over lwclvc (12) hours Monday lhrough Saturday, arx] all hours worked on Sundays and holidays shall he paid al double lhe hourly rate of wa�,*c. Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 4. C. Work perlo► in cxcess ofi eight (8) hours of s�raight ti�Yt; per day, or ten (10) hours ofs�raight �inx� per day when lour ten (10) hour shifts arc cstablished, or ti�rty (40) hours ofstraight limc; per week, Monday through Hriday, or ou�.side the nomial shili, and :►11 work on Saturdays shall be paid at orx� and ono-halfcim;s ilx; hourly ratc ofwage. All work rerli�rmc:.d after 6:00 pm Saturday to 5:�0 am Monday and Holidayti tihall be paid st doubic lhe hourly iate of waga ARer an e�rq�loyee has workcd cigh� (8) hours at an applicahlc ovcrtim�; ra�c, all addilional hours shall he at thc applxahlc ovcrlirrt: ratc unlil such limr; as lhc cnyik�ycc has hacl a break ofcight (8) hours or rrx�rc. 1). nll hours worked bctwcen thc hours of6{)0 pm and Ci{)0 �rit Monday �hrough Salurday, shall hc paid at a prcmium ratx; of� 15°Io ovcr the hourly rate of wage. All olhcr hours wurked aticr fi {)0 am on Salw shall he paid at onc and onc-halfti�rY;s thc hourly ratc ofwagc. Ail hours workcd ��n Sundays and holidays shall bc paid aldouble lhc hourly ratc ofwage. };. All how worked Sundays und holidays shall bc paid at douhlc �tx; hourly ralc ofwage. Fach weck, once 40 hours of slraight timc; work is achieved, �tx;n any hours worked over 10 hours per day Monday lhrough Sa�urday shall he paid at douhif; lhe hourly wage ra[e. I�. All hours workcd on Satw shall hc puid at onc and onc-halftim;s the hoiu rate ofwage. All hours worked on Sunday shall bc paid at two tu�x;s the hourly rate of wage. All hours worked on paid holi�iays shall be paid at lwo anci onc-hal('linr.s the hourly ratc ofwagc: including holiday pay. H. All work pertirrnt;d on Sundays hctwecn March 16th and Octoher 141h and all Holidays shail he co�r�ensatcd Ibr al two (2) �u��:s lhc n;gular ratc of pay. Work perli>rnt;d on Sundays h�twccn Oc�ohcr 1 SUi and March 1 Sth shall bc con�ensatcd at onc and onc half ( I- I/2) tinY;s lhe rcgular ratc o f pay. l. All houn worked on Satwtlays shall he paid at one and one-half limes lhc hourly rstc ofi wagc. In lhe evcnl the job is �lown due lo wcather condicions during a five day work week (Monday through Friday,) or a 1i>ur day-ten hour work weck ('Tuesday through H'riday,) lhen Saturday rrray bc worked as a volunt�ry iYrake-up day a� the straight lmY: rate. ilowcvcr, Saturday shall not bc ulilv.�d as a rrrakc-up day whcn a holiday fallti c>n Friday. All hours workcd Monday through Saturday ovcr lwclvc (12) how and all hours workcd on Sundays and ho6days shcill bc paid at double. lhc hourly rate ofwagc. AI.L H()U12S W012K�:1� IN L:XCFSS Of� �IGHT (8) IIOLJRS PrR DAY OR FOR1'Y (40) I IOLJILS Y�IZ WF,FK SI IALL RF YAIll AT ON�. AND ()NN-i TIMFS TI-1� E IOUItLY KAT7; OH WAG�. /� All tx�urs workcd in exccss oi�eight (8) houn per day or lorty (40) hours per wcek shall he naid at douhlc the how rafe of wagc. All hours workcd on Saturdays, Sundays and hol'ed�ys shall bc paid at douhl� �hc hourly ratc oPwage. Holiday Codes A. 13 c D. Holidays: Ncw Ycar's I�ay, Menx>rial I.�ay, Independencc 1)ay, Lahor Day, Thanks� ving I�ay, h'rid:iy alier Thanksgiving Day, and Chris�mas f)ay (7). Holidays: Ncw Year's I�ay, Me;nx�rial Day, Indepcndax;c Day, Lahor I)ay, Thanksgiving I�ay, Friday alic;r Thanksgiving llay, thc day heii�rc ChriStnras, and ChrisUnas Day (8). Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor� Day, "I'hanksgiving Day, tlx Hriday alicr'1'hanksgiving Day, And Christrrras Day (8). Ilolidays: Ncw Ycar's Day, Mc►rxirial l�ay, lndcpcndcncc 1)ay, I.abor l�ay, 'I'hanksgiving I�ay, thc Friciay and Saturday after Thanksgiving i)ay, And Chrishrras Day (8 j. 4 1 , 5. H. ' I. ' J. ' K. L. ' N. ' P. , Q• , R. 1 S. ' T , 'L. � , 6. A. ' E. ' G. � H. , a Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 Holidays: New Year's Day, Merrarial Day, Independcrx;c llay, Thanksgiving Day, �hc Day after'i'hanks�*iving Day, And Chris�mas (6). Holidays: New Ycars Day, Memorial I)ay, Indcpendence Day, Lahor Uay, Thanksgiving Day and Chritiln�as Day (6 j. liolidays: IVew Year'ti 1)ay, Marx�rial I)ay, Indepcndcnce I�ay, `l'hanks�riving 1)ay, Friday alicr 'I'hanksgiving Day, Christ�Yns hvc i)ay, And Chris�nras llay (7). I�olidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday Alicr Thanks�,*iving Day, The Day Bel�>re Christ�rras, And Christn�S I�ay (9). Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Tlianksgiving I�ay, Friday Alic;r'l�anksgiving Day, And Ctu Day (8). Holidays: New Ycar's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Tlianksgivmg 1)ay, Thc I�riday A1�er Thanks�riving Day ,�„a cn�.�c�„�,� i�ay ���>. Holidays: Ncw Ycar's 1)ay. Mcnx�rial Day, Independenc;c 1)ay, l.ahor Day, Thanks��iving Day, Friday Arxi Saeurday Alicr'f'hanksgiving Day, Thc I)ay Before Chrititmas, And Christ���s llay (9). N�A Holiday Halls On Sunday, Thc l�ollowing Monday Shall Be Considcrcd As A Holiday. Paid fiolidays: New Ycar's Day, Merrx�rial Day, lndependence: Day, I.abor I)ay, Thanksgiving Day, and Chrislrrras L)ay (6). l'aid Holiciays: New Year's Day, Menx�ria] D�y, Indepencience Day, Lahor 1.)ay, 'lhanksgiving Day, Day Alicr 1'hanksgivmg Day, Onc-l Bcli�re Ctu Day, And Christrrr�s f�ay. (7 1/2). Yaid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Ctu I�ay (7). Paid Holidays: New Year's Day, Washington's Birthday, Mcmorial Day, Indepcndence Day, Labor Day, Thanksgivuig Day, T'hc Nriday After Thanks�riving llay, Christrrras Day, And "I'he Day 13cli�rc Or Alic;r Christrrras (9). Holidays: New Ycar s l�ay, Mcnx>rial 1)ay, Inde�endcncc llay, I..abor Day, Veterans i�ay, Thanks�riving Day, �hc Friday alicr Thanksbriving llay, nnd ChriStnras Day (8). Holidav Codes Continued Paid Holidays: Ne�v Year's Day, Presidents' Day, Memorial Day, Independence Day, L_abor Day, 'Thanksgiving llay, The Friday Altcr Thanksgiving Day, And Christnras Day (8). Paid Holidays: New Ycar's i)ay, 1)ay }3cli�rc Or After New Year's Day, PresicicnLs i)ay, Me►rx�rial Day, Independcnce i)ay, L.ah<�r Day, Thanksgiving I)ay, Duy Alter Thanksgiving Day, ChristiY�s I�ay, And A Half-I�ay On Chriti�rrr�s F,ve Day. (9 I/2). I'aid Holidayti: IVew Year's Day, Martin L,uther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Vctcrans i)ay, Thanksgivu�g Day, The Friciay Allcr Thanksgiving Uay, Christmas Day, And ChrisUnas Fve Day (1 I). Yaid Ilolidays: Ncw Ycars i)ay, Ncw Year's Eve Day, Memorial Day, Independence Uay, Labor Day, 7'hanksgivmg Day, Friday Aitcr Thanksgiving Day, Chrislmas Day, TF� llay After Chri�t.mas, And A Ploaling Holiday (10). 5 ' Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 6. l. Yaid Holiciays: IVew Ycar's f.)ay, Me��rtitl Day, Incicperxienee l.)ay I_ahor i)ay, Thanksgiving 1)ay, Friday ' Altcr Thanksgiving Day. Anci Christrrr�s Day (7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Indepcndence Day, Labor Day, ' 'i'hanksgiv�g Day, "I7n I�riday After Thanks�riving 1)ay, '1'he I.ast Working Day Refi�re ChriSUnas Day, /�nd Christmas 1)ay (9). %. Holidays: New Year's 1)ay, Me�rx�rial i)ay, indepcndcrxe 1)ay, l.abor llay, 'Thanksgivu�g Day, I�riday afier Thanksb ving llay, And Christrrr�s Day (7). ll�a holiday Ialls on Saturday, lhc prcccding l�riday shall hc considered as thc holiday. ll' a holiclay falls on Sunday, the li�llowing Monday shall he consiciered as ttx� holiday. Holidav Cocles Continued ' �� ' A. Holidays: Ncw Ye.ars l.hiy, Menx�rial Day, I.ndc�encicrx;c 1)ay, Lahor I.�ay, Thanksgiving Day, 77x Priciay And Saturday Aticr Thanksbriving I)ay, And Christrrras I)ay (�). Any l foliday Which Fallti On A Sunday Shall Be 1 Observed As A 1 loliclay On Thc Folk�wing Monday. It�dny of lhe listed holidays falLti on a Sacurday, the prcceding I�riday shall bc a rcgular wcirk day. }3. liolidays: Ncw Years llay, Memorial 1)ay, indepcndcncc I)ay, Labor 1)ay, 'Il�anksgiving Day, lhc I�riclay and Saturday after Thanksgiving Day, And Christn�s Day (8). Any holiday which fi�1Ls on a Sunday shall bc observed as a holiday on the fi�llowing Monday. Any holiday which Ia1L� on a Saturday shall be observecl as a holiday on the prcced�g 1'ruiay. C. Holidays: Ncw Year's Day, Martin Lulher King Jr. l�ay, Merrx�rial I)ay, [ndepenclence I)ay, I.abor Day, Thanksgiving 1)ay, The Hriday After Thanksgiving Day, Ancl Christinas I�ay (8). Any holiday which ia1Ls on a Sunday shall bc ohservccl as a holiday on thc following Mcmday. Any holiday which fall� on a Salurday shall bc observcd as a holiday on lhe �reccding l�riday. I). 1'aid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday_ after "I'hanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which fa1Lti on a Sunday shall he obscrvcd as a holiday on ehe; fc>]k�wu�g Monday. Any paid holiday which ialls on a Satw�day shall be obscrvcd as a holiday on Ihe preceding N'riday. F.. llo]idays: New Year's Day, Mcrrxirial llay, iralepcndence I)ay, L.abor llay, Thanksgiving Day, lhc f�riday after Thanksgiving llay, And Christmas I:)ay (7). nny holiday whic;h falls on a Sunday shall bc ohservcd as a holiciay on thc; li�llowing Monday. Any holi�ay whic;h fails on a Saturciay shall he obscrvcd us a holulay on the preceding rr�d�y. ❑ � � a � � H. Holidays: Ne�v Year'� Day, Mcrrx�rial I�ay, Independence Day, I.abor I�ay, '1'hanksgiving I)ay, �he Priday alicr Thanl:sgiving Day, lhc last workuig day bclixc Christn�s day an�i Christrr�as day (R). Any huliday which IalLti on a � Sunclay shall hc obscrved as a holiday on lhc 1i�llowing Monday. Any holxlay which talls on a Suturday shall bc ohscrvcd as a holiday on th� preceding Nriday. G. Holidays: Ncw Ycars Day, Meinorial Day, Indcpcndence Day, L:ibor I�ay, Thxnksgiving Uay, and Christ�tras Day (6). Any holiday whic:h lalls on � Sunday shall he ohserved as a holiday on the ti>lk�wing Monday. I�. Ilolieiays= Ncw Ycar's f)ay, Mart.in [�thcr King Jr. i)ay, [ndcpcndence: 1)ay, Me�rmrial i)ay, L:ibc>r llay, Thanktigiving Day, the l�riday after Tlianksgiving llay, the Last Working Day bclbre Christn�►s Day and Christrrras Day (9). Any holiday which IaILti on a Sw�day shall bc ohscrvcd as a holiday on thc tbllowing Monday. Any holiday which lalls on a Sa�urday shall he ohserved as a holiday �>n lhe prcceding l�riclay. C� � 1 ' ' � Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 I. Flolidays: New Year's Day, President's Day, Indeperxiencc l.�ay, Merrx�rial Day, [.abc.�r i)ay, Thanksgivu�g Day, The l�riday Altcr 'fhanksgiving Day, Thc Day 13clbrc Christnras llay Arxi Chrislrrras Day (9). Any holiday which talLs on a Surxlay shall be observed as a holiday on the li>llowing MoncJay. Any holiday whic:h 1alLti on a Saturday shall be observcd as a holiday on thc preceding Hriday. .f. Hol�uys: New Ycars l�ay, lndependence Day, Menxirial Day, Lahor I)ay, lfiianksgiving 1)ay and Chrismras l�ay ((i). Any holiday which lallti on a Sunday shall he ubscrved �.ti a hc�liday on Ihe fii�llowing Monday. Any holiday which lalls on a Salurday shall bc ohservcd as a holiclay on thc prcccding Friday. K. Holidays: Ncw Ycars l)ay, Merrx�ri�il l)ay, Independcncc I)ay, Thanks�rivuig i)ay, �hc Nriday and Saturday aller Thanl:s�*iving Day, And Chris�rr�as Day (8). Any holiday which fa1Li on a Sunday shall bc obscrved as a holiday on �he fi�llowing Monday. Any holiday whic;h Fa1Ls on a Saturduy shall bc ohscrvcd as a holiday on lhc precedmg F�riday. L. Holiciays: [Vcw Years l)ay, Merrx�rial �)ay, Labor Day, Independence Day, "f'hanksgiving Day, �hc Last Work Day before ChrisUnas l:)ay, And ('hristn�►s Day (7). Any holiday which 1a11s on a Sunday shall bc observcd as a holi�ay on ihc (i�ilowing Monday. Any holiclay whic:h lalls on a Sa�urday shall he obscrved as a holiday cm Ihe preceding rriday. M. Paid Holidays: Ncw Year's Day, The Day after or before New Year's Day, President's Day, Mcmorial Day, lndependaice Day, Labor f)ay, Thanks�riving Day, ttx; Friciay alter Thanksgiving Day, Chris�na5 Day, And the Day aticr or bel��rc Chriticn�s I)ay 10). Any holiday which lallti on a Sunday shall bc observui as a holiciay on lhc lolk�wing Monday. Any hol'ulay which lalls on a Saturday shail he obscrved as a holiday on the �receding rriday. N. Holidays: Ncw Year's Day, Mcrrx�rial Dery, lnclepcndence I)ay, Labc>r I�ay, Thanksgiving 1)ay, lhc; }�riday alier Thanksgiving llay, And Christmas Day (7). Any holiciay whic;h 1a115 on a Sunday shall be observed as a holiciay on lhc; Foilowing Monday. When ChriSU7ras falls on a Saturday, lhc preceding Friday shall he obscrved as a holiday. O. Paid Holidays: New Year's Day, The Day After Or Before New Year's Day, President's Day, Memorial Day, lndependence i)ay, Labor Day, 1'hanksb*iving Day, The I�r'ulay Alier "Chanks�*iving i)ay, Christrrras Day, 1'he 1:)ay /�fler Or Befii�re; Christrrras I�ay, And The F�rq�loyees Birthday. 1 1). Any holiciay which falls on a Sunclay shall be c.>bscrvcd as a holiday on thc 1�>Ikiwing Monday. Any holiday whic;h lalls on a Saturday shall hc ohserved as a tx�liday on lhc preccding Friday. , Y. Holidays: New Ycars Day, Menx�rial L)ay, Independencc l�ay, Labc.�r i)ay, Thanksgiving Day, Nriday ai�er 'Thanksgiving Day, And Chrisunas Day (7). Any holiday which 1a11ti on a Sunday shall be observed as a holiday on the (i�llowing Monday. Q. Holidays: Ncw Year's 1)ay, Merrx�rial l�ay, lncicpcndence Day, I.ahor llay, Thanksgiving Day, the Friday alicr 'I'hanksb*iving Day, the Lasl Working Uay bclore Chritilrrtits I)ay and Christmas Day (8). Any hol'xiay which ralls on a Sunday shall hc c�bserved as a holiday on �hc lollowing Monday. 1f any of lhe listed ho6days fialls on a Saturday, thc; prcccding l�riday shall bc a rc�,*ular work duy. R. Paid Holidays: New Year's Day, the day alter or before New Year's Day, President's Day, Menx>rial l)ay, Independenrc Day, I.abor 1=)ay, Thanksgiving Uay, the N'riday after Thanksgiving Day, Chrislmas Day, and the day alier on c�fore ('hriSltrras i)ay (10). [fany oflhc liSted holidays (all on Saturday, the prcceding Hriday shall be observed as �hc holiday. Ifany of�hc lis�cd holiclays falls on a Surx�ay, ttx; day observed by t.he Na�ion shall he considered a holiday and cony�ensated accordingly. 1'aid Hc>lidays: New Year s Day, Mcrrxirial Day, Indepcndence l:)ay, I.ahc�r I)ay, Thanksgiving I:�ay, Nriday Alicr 1'hanksg Day, Christnras Day, T'he Day A(icr Christ►nas, And A Floating lioliday (9). I1'any ofi th� listcd holidays fialls on a Sunday, the day ohscived by the Nation shall be considered a holiday and coi�cnsated accord "mgly. Benefit Code Key — Effective 3-5-2014 thru 8-30-2014 Note Codes 8. A C n. L. M. N. I'. C?• In addition lc> lhc hourly wage and Iringc bcncfits, thc li�lk�wing dcpth rrcmiunn apply to depthti oi'fifly fccl. or rrx�rc: Over 50' To I 00' -$2.00 rer Foot fi�r Fach Foot Over 50 I�cc� Ovcr 100' To I 50' -$3.00 per Noot lor Each Foo� Ovcr 100 Fcet. (.)ver I SO' To 220' -$4.00 per I�oot ii>r h:ach E�oot Over I50 �ccl Ovcr 220' -$5.00 per l�ool fc�r rach l�oot Ovcr 220 Fccl. In addition co thc hcnirly wagc anci fringe bcncfits, the Ic►lk>wing depth premiuim apply to deplhs ol'tifiy teet or nx�re: Over 50' To 1 OU' -$1.00 per Noot liir �:ach h'ool Ovcr 50 Fcct Ovcr 100' To 150' -$1.50 per Foot tirr I::►ch l�oot Ovcr 100 I;cct Ovcr I50' To 200' -$2.00 per Foot ti�r I-;ach l�oot Ovcr 150 hcct Ovcr 200' -l.)ivcr5 May Nama `I�icir Own i'ric;c Worke;rs working wi�h suppl'a;c� aa on harJr�� prc�jceLs receive an additicmal $1.00 per hour. Workcrs on ha pro rcccivc addi�ional how prcnuunn as l�>llows -Lcvcl A: $0.75, I�vcl 13: $O.S(.), And Ixvel C: $0.25. Wc>rkcrs on ha�ma� projects rcccive additional hourly premiurrn as l<�llows= LcvcLs A& B: $ I.00, Levels C& 1): $0.50. Workers on ham�l projec�s reccive additional hourly premiums as 1i�llows -Lx;vel A: $I.00, Levcl .B: $0.75, L�;vcl C: $0.50, And la;vcl I.): $0.25. Workers on hamiat projects receive addi�ional hourly pre�rriunn as follows -Class A Suit: $2.00, Cl:iss B Suit: $ I.50, Class C Suit: $ I.00, nnd Class D Suit $0.50. "I'he highest pressure registered on the gauge ii�r an accumul:itcd tim; of nx�rc lhan fiflc;en ( I S) minutes during the shifi shall bc used in dcicrmining thc scak; paid. R. F,flective Augusl 31, 2012 — A Trallic Control Supervisor shall be presene ��n che project whenever lla�ring or spolting or othcr lralTic conlrol lahor is heing utilirx;d. A Tratfic Conlrol Lahorcr perlbmi� thc sclup, irraintcnancc and reir�val of all terr�orary �ra1� contm l devices and conSUuction si�;ns necessary to conlrol vehic ular, hic;ycle, and pedesiri:in �rallic: during construclion opera�'ums. rlaggcrs and SPotters shall he postc:d wYx�n; shown on approvcd Traflic Control I'lans or whcre directrd hy the Engineer. All [laggcrs and spo�t�rs shall possess a cwr�;nt (lx�ing card issucd by lhc; Statc of Washin�non, Orcgon, Montana, or ldaho. These classitic:a�ions arc only cticctivc on or a(ter Au�►st 31, 2012. S. Ftiectivc Augusl 31, 2012 — A Trallic Conlrol Su�ervi�c�r shall be presenc on the project whcncvcr 11a�ing or spotting or olhcr lralfic control lahor iti bcing utilized. HL•i��crs und Spotters shall he posted where shown on approved Trallic Conlrol Ylans or wherc directed by lhc �ngineer. All f]a�crs and spotic:rs shall possess a currenl Ila�ing card issucd by thc Statc o1�Washin�rton, Oregon, Montana, or ldaho. Thiti clastiiticalion is only effeclivc on or altcr August 31, 2012. T. ElIcctive nuguse 31, 2012 — A Trallic Conlrol Laborer perfonrn ttx; setup, maintenance and rerrx�val of all terry�or�u Irali�x; control devices and construc�ion signs ncccssary to conti•ol vehicular, bicycle, and pedestrian lralTic during construclion operations. H'laggcrs and Spotte+ shall bc posted where shown on approved TratTic Control Planti or wherc directed hy the Fnginecr. All fila�ers and spc�tters shall possess a c�urcnt Ila��ing carJ issued by lhe Slate ol�Washin�,�ton, Orr;gon, Monlana, or idaho. This classification iti only cllcctive on or after August 31, 2012. � �O "/" �"� ~ � � w a o � _ � � � � � � � � � s � � ■� � � � — _ , ' ' ' , � ' 1 � � ' 1 1 ' ' �� 1 � APPENDIX A PROPERTY RELEASE � � ' 1 ' ' ' ' , � � , ' , � ' � � ' 1 PROPERTY RELEASE DATE: I, (Owner's Name) (Property Address) (Property Owncr's Name) , owner of (Property scription or Address) hcreby release , from any property (Contractor's Name) damage or personal injury resulting from construction adjacent to or on my property located at , (Property Address) during construction of the Lower Wheaton Way Improvements (Bridge to Bridge Trail). My signature below is my acknowledgmcnt and acceptancc that my property, as identified above, was returned to a satisfactory condition. Name: Signed: Address: Phone: , � 1 � � � ' ' � ' ' ' 1 L ' 1 � 0 1 APPENDIX B GEOTECHNICAL INFORMATION 1 1 ' , ' ' ' � � 1 lJ ' , , 1 ' 1 ' , , \�� �`\`�. � ; � � � 0 0 0 a W � C O � N O 0 .i 0 N I M � .� � � \O � ` �� x � � �� ,�\/ 4 �� t '9 . � � ` . ` � ` � ` � ` � \ � ` � ` � \ � � I 1 � / � /�� `` � \ � �j(\ � \�, �� • ' \ � ` I �`� / � / I , , ,� ` y\ . '� �,��: � Y F � w 0 3 � 0 0 J Y O N 1 M M � N N � 0 � 0 . �� / �j/ NOTES N �+ � � � �� � �' �`��. , B �� ��'\�C � �� .�� - � . . , � / �� � � ' ,�� -'/ I �/ . i' / 1. Base map provided by Gray & Osborne on December 20, 2013. 2. Location of borings are approximate and are based on the relative locations of known site � features. = 3. Location of pavement cores are approximate and provided by Gray & Osborne on m November 7, 2013. � � LEGEND ��"" B Approximate Test Boring Location (PanGEO) �-�-- HB-1 Approximate Hand Boring Location (PanGEO) �-�- #1 Approximate Pavement Core Location (City of Bremerton) 0 / `\ � \\ i� \ � \ ♦ `� ��\�♦ \ ��`� . �G� � , . � ,� . � . \ ' . � .� . � , � ' . . `�\` � / . � ` / `` � ''/ ''/ •� �` �, �,� �,/ � � , P c�� / , �� , ��` �/� �� �� �` ��/ � �, ��� ��� .� � �� `�. � ,� ,�/ �� � � .'�� F' ,��' \ . ` .�' . / .�' ,`� \ \ � i � � ` \ `� /� ' � �� / \ � � ,/ . . , , , �, � . � `` ` � � � . � � z ��,,� •� � � °� ��— �'~��`'`�,� --_.. � — �`\ ���,_ ='`-- _�- ._ ___ _��_-�_ / 20+0 � _._ ' _ ^-...,,,, � ,�� ...___— � _ — \ . � _ � � .� _°" � � f ♦ r' `��♦ ♦ ` � �� . � ♦ � \ �o , �� ,de � . �- � / � � � � � � � � � �/ / / // /' / / ''/ '� / // /� /� /� I -� ' �, / �� -' . ,,/ / -5/ . ,, � ,- ,,/ �, ,,� ��� ,-� ,/ ,/ � / � � V /� � �� , /.�� j . , . . D��� �� ` . � / / '� ' ` , / . , , ``- �P`�/ � 1 A `�. �-•-. �� � �o ��_.___- � \ -�_._._._.__ o _._ -� 7 :_-__. ».�'����'`�-'�_,.,�_, , � �` � �~_ � � `'�i � / --� _- . ,'�'—``! -,,� \ , �, /��-, '/� '�..YY.,t.�,�„�.��,Y,�.a...tin�.� �� �,�,� i � �� � i ;►�� .� .�,� y 5 _� � . 50 0 50 100 �n scale in feet � N C O R P O R A T E D Scale: 1 " = 100' Lower Wheaton Way Improvements Manette Bridge to Lebo Blvd. Bremerton, WA SITE AND EXPLORATION PLAN STATION 14+00 TO 29+50 13-204.100 � 2A (Sheet 1 of 3) .. - \ �� � `� � 3 = �� �',�� � � � 2 �� � � � o � . a o � \ ` � /A o rr (� a W `\ v `�� c ` m ` � � ` � , o ` I � o I N `� � � � � M ' ' m � � � 7 � \ / T \ \ , � 3 � � � � ♦ � ° o ` / z � / I � `� / � \ / m ` `� �' o . . i ; .`` �`, /'�� / i � ` /�� �i � � m . ., �,�-- ,. t � \ _��/ � � v �'� i � �� �. "�� ' '\ 1 '/ i `� �' . � � __�% / i �` + "� HB-1 `��;1 ;�. � ...� _ ��. . � _� � ..i._i,.L,I. � D ` {� N , ' � � L1= / _j� 1 � p � � w, W N s � � � � � � . " � v� . � ' NOTES � 43 00 WHEATON 42 00 WAY 41 0o ao+oo _ �_.-� : � � ..-�--�___ - � 32+00 � " � � "`��� / / r % '�� \ � .�/' ' �� ������ ��/ ✓�/ `�� `\ / �36k o � �� c �, �, B _ 4 ,�. �� /�/e }o � � ( ��/' 0 � � �--'_ ' � 1 k���� � �' . � - , -- --� oo ' -- " ./'� ss+oo -� ' � � ' -_�-. �� � ��"` •/ — � �"`�` i `i .�.� � � ! kn� ' + � � � � � ' `° 1. Base map provided by Gray & Osborne on December 20, 2013. 2. Location of borings are approximate and are based on the relative locations of known site E features. = 3. Location of pavement cores are approximate and provided by Gray & Osborne on � November 7, 2013. LEGEND ;�' B Approximate Test Boring Location (PanGEO) �--�- HB-1 Approximate Hand Boring Location (PanGEO) �-�- #1 Approximate Pavement Core Location (City of Bremerton) 50 0 50 100 scale in feet SCale: 1 " = 100' � �+ � _ � d .�l ` � . \�` �\` \`` -� � � ` O 1 `�.�.\ � ' �1 � � � �``` ♦ � ♦ � ♦ ' , � 1 iJ ' � , ' ' 1 , ' ' 1 � I iJ ' ' � , RELATIVE DENSITY I CONSISTENCY , I I Density SPT Approx. Rel�ative : Consistency : SPT Approx. Undrained Shear : N-values � Density (/o) N-values Strength (psfl 1 ' ' ' ' ' , � ' ' ' , � ' , Very Loose : <4 <15 : Very Soft <2 <250 Loose 4 to 10 15 - 35 � Soft 2 to 4 250 - 500 Med. Dense : 10 to 30 : 35 - 65 � Med. Stiff 4 to S 500 -1000 Dense � 30 to 50 ; 65 - 85 � Stiff 8 to 15 1000 - 2000 Very Dense : >50 85 -100 � Very Stiff 15 to 30 2000 - 4000 � Hard >30 >4000 UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS ; GROUP DESCRIPTIONS : �* GW: Well-graded GRAVEL Gravel ; GRAVEL (a5% fines) � ..... :...................................................... 50% or more of the coarse : '� GP : Poorly-graded GRAVEL f raction retained on the #4 ................................... . ...:...................................................... sieve. Use dual symbols (eg. : ' GM : Silty GRAVEL GP-GM) for 5°k to 12°k fines. : GRAVEL (>12% fines) ....:...................................................... . GC : Clayey GRAVEL ...................................................................... .... .._...................................................... SW : Well-graded SAND : :. �: Sand : SAND (<5/o fines) "'' � . , .. . .....: ...................................................... �Y'``•'' SP : Poorly-graded SAND 50� or more of the coarse � ""'' :........................ •�'•'� .....:...................................................... fraction passing the #4 sieve. ; � � � � � � � � � � Use dual symbols (eg. SP-SM) : a .`� �> SM : Silty SAND SAND (>12 /o fines) .: . .. .....: ...................................................... for 5°h to 72%fines. � SC : Clayey SAND . .................................................................... ....._..................................................... : ML : SILT ; . ...:.. .................................................... : Liquid Limit < 50 CL : Lean CLAY . _ _ ...... ...................................................... Silt and Clay == OL : Organic SILT or CLAY 50°kor more passing #200 sieve :.................................. — .....:...................................................... : MH : Elastic SILT . ...... ...................................................... : Liquid Limit> 50 CH : Fat CLAY : .....:.. .................................................... OH : Organic SILT or CLAY ...................... .............................................................. Hi hl Or anic Soils � PT : PEAT NOt@S: 1• Soii exploration logs contain material descriptions based on visual observation and field tests using a system modified from the Uniform Soil Classification System �USCS�. Where necessary laboratory tests havebeen conducted (as noted in the "Other Tests" column), unit descnptions may include a classifica�on. Please refer to the discussions in the report text for a more complete description of the subsurface conditions. 2. The graphic symbols given above are not inclusive of all symbols that may appear on the borehole logs. Other symbols may be used where field observations indicated mixed soil constituents or dual constituent materials. DESCRIPTIONS OF SOIL STRUCTURES Layered: Units of material distingwshed by color andlor composition from material units above and below Laminated: Layers of sod typically 0.05 to 1mm thick, max. 1 cm Lens: Layer of soil that pinches out laterally Interlayered: Altemating layers of differing soil material Pocket: ErraUc, discontinuous deposit of limited extent Homogeneous: Soil with uniform color and composition throughout Fissured: Breaks along defined planes Slickensided: Fracture planes that are polished or glossy Blocky: Angular soil lumps that resist breakdown Disrupted: Soil that is broken and mixed Scattered: Less than one per foot Numerous: More than one per foot BCN: Angle between bedding plane and a plane normal to core axis COMPONENT DEFINITIONS COMPONENT SIZE / SIEVE RANGE COMPONENT SIZE / SIEVE RANGE Boulder: � > 12 inches Sand Cobbles: ; 3 to 12 inches Coarse Sand: �#4 to #10 sieve (4.5 to 2.0 mm) Gravel : Medium Sand: :#10 to #40 sieve (2.0 to 0.42 mm) Coarse Gravel: � 3 to 3/4 inches Fine Sand: :#40 to #200 sieve (0.42 to 0.074 mm) Fine Gravel: : 3l4 mches to #4 sieve Silt ' 0.074 to 0.002 mm Clay � <0.002 mm � PP�nnGE� ' W Y 1 N C O R P O ii A T E D � Phone: 206.262.0370 Terms and Symbols for Boring and Test Pit Logs TEST SYMBOLS for In Situ and Laboratory Tests listed in "Other Tests" column. ATT Atterberg Limit Test Comp Compaction Tests Con Consolidation DD Dry Density DS Direct Shear %F Fines Content GS Grain Size Perm Permeability PP Pocket Penetrometer R R-value SG Speafic Gravity TV Torvane TXC Triaxial Compression UCC Unconfined Compression SYMBOLS Samplelln Situ test types and intervals � 2-inch OD Split Spoon, SPT (140-Ib. hammer, 30" drop) 8 3.25-inch OD Spilt Spoon (300-Ib hammer, 30" drop) � Non-standard penetration test (see boring log for details) , Thin wall (Shelby) tube a Grab � Rock core � Vane Shear MONITORING WELL SZ Groundwater Level at time of drilling (ATD) t Static Groundwater Level Cement I Concrete Seal Bentonite grout I seal �. Silica sand backfill �: Slotted tip � slough Bottom of Boring MOISTURE CONTENT Dry Dusty, dry to the touch Moist Damp but no visible water Wet Visible free water Figure A-1 , Project. Lower Wheaton Way Improvements Job Number: 13-204 Location: Bremerton, Washington Coordinates: Northmg: , Easting. o � � � � z T � � � � ~ � � a a N � E � c � m O � 0 SurFace Elevation: Top of Casing Elev.: Drdling Method� Sampling Method: MATERIAL DESCRIPTION 2 3 S-1 6 13 4 S 2 6 — 8 S-3 10 S-4 12 14 16 18 17 �� s . Loose, reddish brown, silty, fine SAND (SM). moist. (Fill). Stiff, gray with rusty mottles, taminae and stringers, clayey SILT (ML): moist to very moist, low plastic, no ddatancy, some sand, scattered organics (Pre-Fraser Drift). ATT HSA SPT N-Value � PL Moisture LL � RQD Recovery � 50 10 ..:���.. I.....� .. Stiff, rusty brown and gray, silty CLAY, sandy pockets, deformed bedding, scattered gravel : Very dense, brown, silty, fine to coarse SAND (SM): moist, some � 33 • gravel, laminated with silt interbeds, non-plastic fines, weathered 25 ' zz . Very dense, light brown-gray, fine to medium SAND (SP-SM): moist, . � � . . � � . � � some silt, homogeneous, laminated . . � 17 24 30 Bottom of Bonng at about 11.5 feet below the surface. Groundwater ' . . � was not encountered during drdling. • • : • .• Completion Depth: 11.5ft Remarks� Date Borehole Started: 12/4/13 Date Borehole Completed. 12/4J13 Logged By S. Evans Drilling Company: Bore Tec, Inc 1 �GE� LOG OF TEST BORING B-1A 1 N C O R P O R A T E O The stratification lines represent approximate boundanes. The transition may be gradual. Figure A-2 Sheet 1 of 1 ' 1 ' ' ' ' , ' ' ' ' ' ' ' ' t ' 1 ' Pro�ect. Lower Wheaton Way Improvements Job Number. 13-204 Location: Bremerton, Washington Coordinates: Northing: , Easting: � Z a ' v � � � � � � ` � Q Q N L E � cn � m O � 0 Surface Elevation. Top of Casing Elev.• Drilling Method: Sampling Method. MATERIAL DESCRIPTION � Loose, light brown, silty, fine SAND (SM): moist to very moist, .: non-plastic, homogeneous, trace rusty mottles, massive. (Fill) 2 2 S-1 1 2 4 GS .' '• �• 5 6 S_2 4 GS 4 s 8 S-3 s 14 10 s S-4 9 14 12 14 16 18 HSA SPT � Loose, mottled red brown and gray, very silty, fine to medwm SAND :(SM). wet, non-plastic fines, rapid dilatancy, some fine gravel, . massive to laminated. (Recessional Outwash). Very stiff, brown gray, sdty CLAY (CL) to clayey StLT (ML) moist, low plastic, no ddatancy, laminated with deformed bedding, trace mottling, weathered gravel clast. (Pre-Fraser Drift). Grading to clayey SILT, non-plastic to low plastic, some fine sand, hackly fracture zones, some rusry weathering. Bottom of Boring at about 11.5 feet below the surFace. Groundwater was not encountered during drdling. Completion Depth: 11.5ft Remarks. Date Borehole Started: 12/4/13 Date Borehole Completed. 12/4/13 Logged By: S Evans Drilling Company• Bore Tec, Inc I �(�'�p LOG OF TEST BORING B-1 B 1 N C O R V O Fl A T B D The stratification lines represent approximate boundaries The transition may be gradual. N-Value � PL Moisture LL i � _ � � RQD Recovery � 0 50 10 ' . �: ' . . � I � . . . . . . . . . . � :I: � . . I : . . . . . . . . . . . . . . . . . . . . . Figure A-3 Sheet 1 of 1 .� Project Lower Wheaton Way Improvements Surface Elevation: ' Job Number: 13-204 Top of Casing Elev.: Location� Bremerton, Washington Drilling Method: HSA Coordinates� Northing: , Easting: Sampling Method: SPT N-Value � , � � Z � � � p PL Moisture LL H � Y °—' °' � ~ E MATERIAL DESCRIPTION Q a � � � cn � m O � � RQD Recovery � ' O 0 50 100 4 S-1 2 2 2 1 S 2 1 4 � 4 6 S-3 4 7 17 8 S-4 5ols 10 45 S-5 50/4 12 14 16 18 Asphalt - 8 inches - no compacted base fill. : . .. ' . Loose, brown, sdty, fine SAND (SM) with gravel, non-plastic fines, � gravel fine and subrounded, abundant organics (Fill) . : Very loose, dark brown gray, silty, fine to medium SAND (SM)� very . : : ' ' moist, with gravel, non-plastic fines, subrounded and blocky gravel, . . . trace organics. � � • . GS ... . .: • .:� ' . Medium dense, yellow brown, gravelly, fine to medium SAND � �� :• (SP-SM) with silt: moist, non-plastic fines, massive. (Recession . . . • ' . Outwash) . • • ' ' � • . 1 : Very dense, light brown gray, fine to medium SAND with silt. moist, ' ' � � � • occasional fine to coarse layers, some gravel, laminated with rusty ' � laminae (Pre-Fraser Drift) : Very dense, brown and white, fine to coarse SAND (SP-SM): some silt . � . . . . . � : ' . . ' � and weathered gravel, deeply weathered, massive. Bottom of Boring at about 10 9 feet below the surface. Groundwater : ' ' , was not encountered during dnlling . . ' �� :. . .. :.. ' . .•..•. . ..... , � . ' • . . . . . ' Completion Depth. 11.5ft Remarks: ' Date Borehole Started 12/4/13 Date Borehole Completed. 12/4/13 Logged By: S. Evans ' Drilling Company: Bore Tec, Inc �� (�'�� LOG OF TEST BORING B-2 V ' �N�o,�PORA,��� FigureA-4 The stratification lines represent approximate boundaries The transition may be gradual. Shget 'I Of � ' ' ' ' ' , , ' , , � ' , ' ' 1 ' , 1 ' Project: Lower Wheaton Way Improvements Job Number: 13-204 Location. Bremerton, Washington Coordinates: Northing: , Easting: Surface Elevation: Top of Casing Elev.: Drilling Method: HSA Sampling Method. SPT N-Value � � � Z � � � p PL Moisture LL °-' ~ � ~ E MATERIAL DESCRIPTION � J � a a �, � � � � oo O � � RQD Recovery � 0 50 100 0 . .• . . io S-1 5 Z 4 2 S 2 1 0 a 1 S-3 1 6 � a 8 S-4 5 s 10 10 S 13 13 12 14 16 18 Asphalt - 8 inches. , . . � : Medium dense, dark brown, silty, gravelly SAND (SM)� moist, . :. : • . subrounded gravel: (Fill) / : : : : � '• Loose, brown, fine silty, fine to coarse SAND (SM): moist, some '. gravel, non-plastic, layered, some mottling. . .• Becoming dark brown, very moist. ' � � '� GS � � . : Very loose, reddish brown, sdty, fine to coarse SAND (SM) with gravel: " � � . � �• moist, subrounded gravel, massive . . • GS : Medium dense, yellow brown, fine to medium SAND (SP-SM) with ' .' �� silt moist to very moist, trace to some gravel, homogeneous. •. . � . (RecessionalOutwash) . . . Medium dense, yellow brown, fine to coarse SAND (SP): moist, trace . � � , • silt, trace to some gravel, homogeneous, laminated � : �� .. .....� Bottom of Boring at about 11 5 feet below the surface. Groundwater was not encountered during drilling Completion Depth. 11.5ft Remarks. Date Borehole Started: 12/4/13 Date Borehole Completed: 12/4/13 Logged By. S Evans Drilling Company: Bore Tec, Inc 1 ���� LOG OF TEST BORING B-3 1 N C O N P O 6 p T E O The stratification lines represent approximate boundaries. The transition may be gradual. Figure A-5 Sheet 1 of 1 Project: Lower Wheaton Way Improvements Job Number. 13-204 Location. Bremerton, Washington Coordinates: Northing: , Eastmg: o � � `� � Z ��„ � � � N ~ � � Q n y � � � in � m O � n S-1 2 S_2 4 6 S-3 Surface Elevation: Top of Casing Elev.: Drilling Method� Sampling Method� MATERIAL DESCRIPTION HSA SPT Asphalt - 8 inches. �o ' Medwm dense, brown, silty, fine to medium SAND. with gravel, � �• moist, non-plasticfines, massive. (Fill) -- a : Loose, brown, silty, fine to medium SAND (SM) with gravel: moist, '� non-plastic fines, massive, glass fragment at 2.5 feet. 4 3 GS 2 3 Interlayered silty SAND and SILT with gravel, brown and gray mixed. 2 GS 3 ' .. a : Mottled brown and gray, silty, fine to medium SAND. $ S-4 a •`: ' 4 .�� �. 10 S-5 12 14 16 S-6 18 3 � Gradmg to brown gray, sdty, fine SAND, trace to some gravel. 4 a 5 : Occasional rusty weathenng. 5 :�.. a :' •. Bottom of Boring at about 16.5 feet below the surface Groundwater was not encountered during drilling. Completion Depth• 16.5ft Remarks: Date Borehole Started: 12/4/13 Date Borehole Completed: 12/4/13 Logged By. S. Evans Drilling Company� Bore Tec, Inc 1 �GE� LOG OF TEST BORING B-4 1 N C O R P O q A T E D The stratification lines represent approximate boundanes. The transition may be gradual • - � - � . - . - � � � �� % ' � ieieie � '�/" � �i � I � ������ � ! %O� O �O � �/ � / O / � ! i �/ � � � %%�O,�O.�O,�O�� ������� i � �� � �� � � � �� �� � ����� � % �O. /9 �i � 1 �O f 019 / ✓ / J % t ' % v • ' � � ' ' ' ' , ' 1 � , 1 � ' ' t ' , 1 ' Project Lower Wheaton Way Improvements Job Number 13-204 Location: Bremerton, Washington Coordinates: Northing� , Easting: � Z T '� i � � � � N ~ � � a Q � � � � � � 3 � � v� � m O n 20 S-1 15 2 8 3 S_2 2 2 4 Surface Elevation: Top of Casing Elev.: Drilling Method: HSA Sampling Method� SPT MATERIAL DESCRIPTION Asphalt - 8 inches. : Dense, brown, fine to medium SAND with silt and gravel• moist, GS ' massive_(Fill).----------------------- � Loose to medium dense, brown, fine to medium SAND (SP-SM) with �• ��• silt and gravel: moist_poorly graded_massive_ �� Loose, silty, fine to medium SAND (SM) with gravel: moist, organic �• pockets, non-plastic fines, weathered. GS : •.: •;: 5 6 S-3 6 5 $ 20 S-4 26 32 10 16 S 36 36 12 14 16 18 Medium dense, light brown gray, fine to medium SAND (Sf with silt and gravel. moist,gravel subrounded and blocky to non-plastic fines, massive. (Recession Outwash). Very dense, light gray, silty, fine to coarse SAND. moist, some gravel, yellow weathering on top, homogeneous, massive. (Pre-Fraser Drift). Bottom of Boring at about 11.5 feet below the surface. Groundwater was not encountered during drilling. Completion Depth: 11,5ft Remarks. Date Borehole Started: 12/4/13 Date Borehole Completed: 12/4/13 Logged By� S. Evans Drilling Company: Bore Tec, Inc I �y���� LOG OF TEST BORING B-5 _ �,�. � 1 N C O R W O R A 7 E D The stratification lines represent approximate boundaries The transition may be gradual. . - \-�� -. - % � j� � �� �/ .ieisieieieiiiiiei v. � / .� � I � �� s'� �/"/�ie��"//'/, � Figure A-7 Sheet 1 of 1 � Project: Lower Wheaton Way Improvements Surface Elevation: ' Job Number. 13-204 Top of Casing Elev : Location: Bremerton, Washington Drilling Method: HSA Coordinates: Northing: , Easting: Sampling Method� SPT o Y N-Value � ' m c � Z �; � � o PL Moisture LL � � Q Q n � E MATERIAL DESCRIPTION � � � �� m � � � RQD Recovery � ' � 0 50 100 � Medwm dense, red brown, silty, fine SAND (SP-SM) with gravel. . : : : : : : . ' . : , ' moist. (Fill) . . • . G-1 . : . . . • G � Dense, gray, fine to medium SAND (SP-SM) with silt and ravel, probe � . . : " . . . ' : . . . . . . . . ' 2 9 . . . . . . . ' ' � ' has no penetration (Pre-Faser Drift) � " � ' ' ' ' ' � ..:.••. -----------------------------� : : . . : � : . : : : � : : � �. Dense, brown, fine to coarse SAND (SP-SM): moist�trace to some sdt. . . . .. ' G-3 Dense, gray SILT (ML) with fine sand: moist, non-plastic, trace rusty � mottles, no penetration with probe . � ' : . . � . � � . Hand boring terminated at about 3.4 feet below the surface due to • � � : .: ' ' 4 auger refusal. • • • � . . . :.... � 6 ..... : : ' ..•.. . �� . � , g � : . •'• . •.. � ... . . : ... ' 10 • • . . ...� . .•. .. 1 12 � ; • • , . ' ' Completion Depth• 34ft Remarks. ' Date Borehole Started: 12/4/13 Date Borehole Completed 12/4/13 , Logged By: S. Evans Drilling Company: Bore Tec, Inc �-��� ,��,. LOG OF HAND BORING HB-1 ��:! ' I M C O N P d p A T E D Figure A �� The stratification lines represent approximate boundaries. The transition may be gradual. She@t 1 of 1 ' ' 1 � � 1 1 ' 1 i � 1 1 ' , , ' 1 1 , U S. SIEVE OPENING IN INCHES I U S. SIEVE NUMBERS I HYDROMETER � •� .� �� „ ����i���� j� � I �I!I���i�. � � �, I ���' :'I���' �� � .,. il�.����,1� :. ..,' � � ., \ i�. ►���,. ► . ., , ., � ►. _ 1�� !� .. ., �,�� ` 1 . I�, � ► ' `� �1�� � � 1 , ��. : ����I �, �� � � �.� . , ������ ��, 1��1�►. , ,� ,��,�� ��p i��.�:. � ,,��,,�'_ �;�_ , Illi■ .. . . ,. ,., COBBLES GRAVEL coarse fine 3pecimen Identification B-1 B @ 3.5 ft. B-1 B @ 6.0 ft. B-2 @ 3.5 ft. B-3 @ 3.5 ft. B-3 @ 6.0 ft. 3pecimen Identification D100 B-1B 3.5 19.05 B-1B 6.0 19.05 B-2 3.5 19.05 B-3 3.5 19.05 B-3 6.0 19.05 PanGEO 1 N C O R P O R A T E D Phone: 206.262.0370 � z a a GRAIN SIZE IN MILLIMETERS SAND coarse medwm fine Classification SILTY SAND(SM) SILTY SAND(SM) SILT OR CLAY I LL PL PI Cc Cu 6.48 31.72 SILTY SAND(SM) 2.42 37.75 SILTY SAND(SM) 2.59 44.74 SILTY SAND with GRAVEL(SM) 0.87 14.40 D60 D30 D10 %Gravel %Sand %Silt %Clay 0.238 0.108 0.008 4.9 74.0 12.8 8.3 0.235 7.7 59.7 33.2 0.404 0.102 0.011 13.7 60.9 19.5 5.9 0.337 0.081 0.008 13.3 58.0 20.9 7.8 0.906 0.222 24.8 63.0 12.2 GRAIN SIZE DISTRIBUTION Project: Wheaton Way Improvements Job Number: 13-204 Figure Location: Wheaton Way, Bremerton, Washington B�� U.S SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I Classification SILTY SAND with GRAVEL(SM) SILTY SAND with GRAVEL(SM) POORLY GRADED SAND with SILT and GRAVEL�SP-5M SILTY SAND with GRAVEL(SM) D100 D60 D30 D10 12.7 0.475 0.146 0.015 37.1 0.767 0.202 37.1 5.765 0.369 0.111 37.1 1.537 0.276 0.036 - � �� .� �� 1� 1 � � ���.. ., ,� +��� � :. ��, ����.. ��,����� � � , �������_ � � �w �����1���� �� i� Ili,. rl�s�_�I�, .. �1 �i�'�� :� 1►, i�, �, , ., , , 1 �1 , , , li..,'►.. , - ' 1�, ��1 = C �► � ' � �i �� _ , �; � �_ ��,,�� ���I ��� - , � I�� 1���._ _ •,�� �� .,���11�, ����1��+� - . i� ����`�..`_ _ ,. . . ,. ,.. .. . , .:: �� ��. •- � .. .. . `° Specimen Identification � c • B-4 @ 3.5 ft. 0 � m B-4 @ 6.0 ft. a � B-5 @ 1.5 ft. � * B-5 @ 3.5 ft. � � Specimen Identification Z W • B-4 3.5 > � m &d 6.0 � � B-5 1.5 > � * B-5 3.5 � PanGE� 0 N w N 1 N C O B P O H A T E D ? Phone: 206.262.0370 HYDROMETER � LL PL PI Cc Cu 2.94 31.23 ) 0.21 51.73 ' 1.37 42.43 %Gravel %Sand %Silt %Clay ' 16.7 62.7 14.9 5.7 28.4 58.3 13.3 ' 42.7 50.5 6.8 32.5 48.7 16.5 2.3 , GRAIN SIZE DISTRIBUTION Project: Wheaton Way Improvements ' Job Number: 13-204 Figure Location: Wheaton Way, Bremerton, Washington B � 2 � 1 , ' � ' � ' ' ' L__J II 1 � , 1 1 , � ' 60 CL CH 50 P L A S 40 T I C � 30 T Y I N 2O D E X 10 � CL-ML ML MH 0 0 20 40 60 80 100 LIQUID LIMIT Specimen Identification M LL PL PI Fines Classification • B-1 A 3.5 26 38 29 9 a � � 0 � 0 w c� z a a a c7 � c� 0 J � F Z W � � � O_' a � a 3 z 0 � a w x v ' ATTERBERG LIMITS � �GEe Project: Wheaton Way Improvements � Figure w 1 N C O R P O R A T E o Job Number: 13-204 �_ W Phone: 206.262.0370 3 k Location: Wheaton Way, Bremerton, Washington a , � � ' , , � , , � 'I 1 1 1 1 1 1 � APPENDIX C STANDARD PLANS � ' ' 1 �J , , 1 ' Z 3TAKES PER BALE TO MAINTAIN P431TION A3 REQUIRED NOTES 1 ' ' ' ' ' ' , �_� � !. WHERE POSSIBLE, lIAAINTAtN NA7URAL VEGETATION F�R SILT CONTROL 2. TEMPORARY SILTATION AND DETEM'ION P�NDS T+O BE CONSTRUCI'ED BY PLACING STRAW BALES OR FlLTER FABRIC FENCES ACROSS SWALES OR EXCAVATiON SlLTATtON PONDS Uf1LIZING FlLTER SYSTEM PRIOR T�O D�,SCHARGE PONDS SHALL BE OONSTRUC."1'ED SO AS TO PROVIDE ONE CUBIC FOOT OF SE'�ItING POI� PER 100 SQUARE FEET OF CLEARED AREA TRIBUT/i11RY ln POND. 3. ALL TEMPORARY SILTATiON AND OE'�ENTION PONDB SHALL BE MAIIJTAINED IN A SATi3FACTORY CONDITION UM1L SUCH A TIME THAT CLEARING AND /OR �ONSTRUCTION IS COMPLETED AND THE PERMANENT DR�UNAGE FAqLITIE3 ARE OPERAl10NAL 4. RE7URN S1LTAl70N CONTROL AREAS TO ORIGINAL GROUND OONDRIONS. 5. RIPRAP BASE {BOTH 81DE3) OF BALES OR OUTFALL CHANNEl. F�Z EROSION CON7'ROL. AS REQUIRED. 6. APPROVAL OF TH1S PLAN DOES NOT CONSTfME AN APPROVAL OF DESIGN. SIZE NOR LOGATION OF P1PES� RESTRiCTORS� CHANNELS OR RETENTION FAqLITIES. BIJT IS AN APPROVAL OF TEMPORARY SEDlMENTATION COMROL PLAN ONLY. City of Bremerton PUBLIC WORKS STRAW BALE DAM 2003 i ENGINEER�NG DIVISION �� I °�'E ratlon o! lhis drawing Is protu'bited. Anyapprwel of arf al�red ctrawing ' . �s unswwrized erd vdd ' - o L--� - Revision Date 8/?2J08 =. . NEWLY GRJIDED OR DISiURB� S1DE SLOPE WAl1VE BA MATERIA�L VYIqE FABRIC � 1 —._ ._ ' SILT FENCE FIL'[ER FABRIC � AAA7ERFAL ' 3'-B' bIIN LAR[iE ROCK 2' OR • �� GREA7ER IN DIAMEI'ER --�—� �2� I � I � I I � L� SECTlOfV A A 1 ' 8' ' 2'-8' MIN ' � � NOT E: INBTALL 7HE SRT FENCE hlRBT. AFfER7HE 81LT FENCE FFAS BEEN lNSTALLBD, CONS7%JCT BERM AND TRENCFl. FlL7ER FABRIC f1AATERIAL M1RAR i00X �t EQISVALENf I � I ' I � � STEEL OR � � � � 2X2WOOD � I � J pOSI'S. 8' O.C. ` Y •, . City of Bremerton Pueuc w�oR�cs ENGINEERING DIVISION �Q YYIRE RIN(i8 2'k45c14 GAUGE � nyp��� YVELDED YtlIRE FABRlC OR EQUAL _ _ � � .. ly 1 �. I . %\���� ��. �\�����i� ..y���i �, i � � i i i� \Z�`�. I' '' � � I � I Q �I �I �J �J ELEVATION ' . , ------ --- - --- � SILT FEN CE 2005 ReWston oam� ' aOeranon or ttds arawtng �s prohibnea. ay epproval a�, alB�ed arawFrg �e �rm�m�or�d ena w�a. ,. • t 8/22/08 8 � PROJECT LENdTH OF ' S� QUARRY SPALLS ATB < 1/4 A(�tE 30 RlW c 1 ACRE 50 RNV < S ACRE 100 RIYV > 9 ACRE 100 50 1 1 ' ' (SEE N[OTE 2) � �— RNy —x x x x x 20' MIN , CiEOTDRILE FABRIC — UNDER �UARRY SPALLS , ' ' , ' �� , ' ' ' 1 PLAN SEGTIDN PROViDE FUI.L VVtDTii QF INt3RE381EGRES3 AREA s� oc �tonw LEGEND — 10 4• TO B' QUARRY SPALLS AS SPECIFIED IN 3ECTION 5-13.8 OF THE WSDOTlAPWA STANQARD SPECIFICATION5. 2O THE MINIMUM LENGTH SHALL BE LENGTHENED AS NECE�SSARY TO ENSURE MATERWL 15 NOT TRACKED INTO THE PUBLIC RIGHT-OF-WAY. AITERNATE CONSTRUCTION EIJI'RANCES WlLL BE ALLOWED WITH APPROVAL OF THE CITY ENGINEER ON A CASE BY CASE 8AS1S, WHERE PHYSICAL S1TE CONDITIOWS AND 3!� p1CTA7E , 3Q ATB DRIVEWAY RAMP, OR SlTE ACCESS ROAD 20' WIDE MIN. 3EE TABLE ABOVE FOR REQUIRED LENGTH. 4O INSTALL ORANGE BARRIER FENCE TO DIRECi' TRAFFIC ONTO CONSTRUCTION EMRANCE No � • 8URFACE WATER - ALL SURFACE WATER Fl.OWING OR DNERTED TOWAFm CONSTRUCi10N ENTRANCfiS SNN1 BE PIPED AICRQSS Tf� Ei�fTRr4NCE I� PIPING IS IMPRACTtCAL, A MOIJNTABLE BERh6 WRH 6:1 SLOPES WILL BE PERMRi�D. �,MAINI'ENArH� - THE EMRANCE SHALL BE MAINTAIN� IN A OOI�RiON WHICH 1MLL PREVENT T'RACI4NG OR FLOMRNG OF SEWMB�R' OMI�O PUBLIC RIGHT-OF WAY. THI3 NWY REQUIRE PE1210D1C TOP DRE881NG WRH ADDITIOWAL STONE AS CONDI710NS DEMAND /WD RFpAIR ANWOR CLEJ�NOUT OF AN1f MEO►RlJRE3 t18ED TQ TRAP SEDIMENI'. ALL 8mIMEM SPIL4�. ARQPPED. WASHED OR TRACI�D ONTO PUBLIC R1GHT-0FWAY MUST BE REMOVED IMMFDlATEI.Y. • yy�{��,g gHp�� gE CLEANED 70 REMOVE 3EDIMENT PRIOR TO ENTRANCE ONTO pUBLIC RIGHT-0FWAY. WHEN WA8HING ES USm. tT SFWLL HE DOI� ON AN AREA STABIL� WRH gTONE/WD WHICH DRAINS IMO AN APPROVED SEDIMENTTi7APPIN[G DEVtCE • PFJ�ODIC tN3PECT10N AND NEEDFD MAIMENANCE SHAEL BE PROVIDED AFTE32 EACH RIU[V. City of Bremerton PuBUC woRKs STABILIZED CONSTRUCTION ENTRANCE APoeratlon ot this draw[ng Is prohibited. Ary approiral ol an allered drawinp ENGINE�RING DMSION ., isuneuu�o�andwid. � O � w zoos �o� 8/22/08 � Z MIN SIDEWALK Z VARIES - 5' - 0" lN1IV. g _� ���j�T� 1/ . (SEE S7ANDARD) � ' CURB AND C,UTfER 3 �� ( �? 2% SEE STANDARaS -�- •'W�e << PJ� ' T < < r 4' �'a ` 3:1 � -_-'-=- - ' ------- - -- '' - - 'Q ,�- ''-c_� c:' � _-��-� `, � L ` ' 4' CRUSHED SURFACING ` TOP COURSE, COMPACTED To ss% o�smr. �C� CON7RACTION JO1NT CEMENT CONCRETE SIDEWALK ' aa�s�rtr To cu� �� — 2'MIN SIDEWALK PLANTERSTRIP ' VARIES - 5- 0' MIN. WIDTH VARIES (SEE STANDARU) PER CffY `�B; STANDARDS � � ' � �^�. �'p � �3,� � ' CURB AND GIIITER '< �P , �_ 296 . �. 2%� I � 5EE STAlVDARDS ' ..., aRP�..r.��2��.,��,. ��.\Y��.�Irf•''1� PREAAOLDED a cRUSKEO su�i�r�c J TOP COURSE, COMPACl'ED TO 9S% DEJJSRY. CEMENT CONCRETE SIDEWALK AI7JACENT TO PLANTER STRIP � � `r , O� O .J i� 5'% �i ,. :: ; '' : 5'' � JOINT Fl 1 FR (� EXPANSION JOIIVT TRANSVERSE BROOMED FlNISH 4• WIDE. SMOO'fH /� TROWELED PERIMfiTEii CEMENT OONCRETE CURB AND GUTTEF� SEE STANDARD ����� �- COLD JOINT CONTRACTION JOINT !N 51DEWALK ONLY FULL DEPTH E7�ANSI�1 J01N'f IN HOTH CURBAND SIDEWALK JDINT AND FINISH DETAIL NOT�S: 1. S1D�V{IALKS THROUGH CONCRETE DRNEINAYS SHALL BE 6' THICK 2 SIDHHlALKS SHALL BE CLASS 3000 CEMENT CdNCREIE_ MINIMUM SIDEWALK IMDTH IS 5.0'. 3. SEE STANDARD DRAYYINO 3102 FOR SPECIFlC SIDE1111ALK REQUIREMENlTS IPf DOWNTOWN ZONE. � 4. FORM AND SUBGRADE INSPEC110N IS REQUtREd BEFORE PLACING CONCREZ'E 5. CONCRETE SIDEWALKS SHALL BE Ct1RF� FOR 72 HRS. MIN. - - - — --- -... ... .- I — — City of Bcemerton� � PUBLIC WORKS , � - .. �,. Ei�IGINEERING DNISlON . • � • CONERETE SIDEWALK DETAIL NON-DOWNTOWN LOCATIONS Alleration ot this drawing is prohibi0ed. IVy epproval nt an almred d�awirg is uneulhorized end vdd. . � :• , 3101 R�teton 0� 8/15/08 ' ' SIDEWALK , 3/8" EXPANSION JOINT (iYP.) 1 ' , CURB, OR CURB AND GUTfER / DETECTABLE WARNING -- PATTERN (SEE DETAIL) T CROSSWALK PLAN VIEW WHEELCFiAIR RAMP TYPE A ' 4' - 0' MIN. 15' - 0° MAX. _ COUNTER SLOPE 5% MAX. LANDING RAMP 2 _ �• 3• _ m ' 2% MAX. a 1 8.3°/, �� 1 fROADWAY fi%.�' , .' =rt � —/ ' CEMENT CONCRETE , � SIDEWALI( DETECTABLE WARNING � PAT7ERN (SEE DETAIL) FLUSH JOINT BETWEEN RAMP AND BACK OF CURB ' SECTION (� A i NOTES: ' 1. THE RAMP DETAIL SHOWN MAY NOT BE SUITABLE FOR ALL SIIUATIONS. SEE WSDOT STANDARD PLANS (F-SERIES) FOR ACCEPTABLE ALTERNATES. 2. DEfECTABLE WARNING PATTERNS FOR NEW RAMP ' INSTALLATION SHALL BE FORMED WITIi A CAST IN-PLACE, TILE AAATERIAL. THE MATERIAL SHALL BE BLACK, SKID RESISTANT, SPECIFICALLY DESIGNED AND MANUFACTURED FOR PURPOSES OF PROVIDING ' ADA�OMPLIANT DETECTABLE WARNINGS, AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECI FICATIONS. 3. OFFSET DETECTABLE WARNINGS 3' FROM JOINT AT NARROWEST LOCATION BETWEEN RAMP AND BACK OF CURB. 4. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES, OR OTHER OBSTRUCTIONS IN FRONT OF AND IN RAMP AREA. ' 5. IF THE ADJACENT CURBS ARE PAINTED, THE FACE AND TOP OF THE CURB FOR THE CURB RAMP SHALL ALSO BE PAINTED SAFETI' YELLOW. 6. RAMPS ARE TO MEET CURRENT ADA REQUIREMENTS. ' RAMPS NOT MEETING THESE WILL BE DOCUMENTED WITH A MAXIMUM EXTENT FEASIBLE (ME� JUSTIFICATION ON THE RECORD DRAWING. C� � 8re� 1 I � - ------- - - � PUBLJC WORKS ENGINEERING DMSION FLUSH AT GUTTER 2% MAX. TOP OF GUTTER SLOPE DEPRESSED CURB 8 GUTTER A RAMP -��-��:� ��:�,.� _�, �.,_ � � - '. .�.. A --� -:;I.�... ;I;� . ,,. � ,. . ,.. .., � ,._... _ _ � --..... _! P � - ._ �_-�_-� ���r� 1 -- -- - _--- I � f'� DETECTABLE WARNING PATTERN AREA SHALL BE BLACK. B I MAX. ; I MIN. I A 1 5/8" i 2 3/8" B 5/8" 1 1/2" i C 7/16" ' 3/4"- � D. 7/8" 1 7/16" __..�- ----i . ELEVATION TRUNCATED DOMES (SEE N07E) DETECTABLE WARNING PATTERN DEfAIL WHE RAM TYPE A Atteralion ot thia drewing ia prohibfted. !vy epprwel of en elEared drawug ����. 3111 ReWaton DemB 3/20/13 � 0.027F� �� � , a � SECTIQN A-A _ 9/2" FULL DEPTH EXPANSION JOINT � 0.02'1F� a--- ` e • • SECTION B-� � � � ' � ' 1/2" FtSLL DEPTH ' EXPANSlON JOINT THICKEWED EDGE TO � FULL DEPTH OF ' ADJACEIdT CURB (BE7WEE[V PC & P7) a�� � � ' { � .� , � 18" SECTION C-C � NOTES: � 1. CONTROL JOINTS SHALL 8E SPACED TO CORRESPONO TO THE MARKINGS IN EXISTING SIDEWALKS, OR AS � DIRECTED BY THE QIRECTOR. 2. ALL UTILITY POLES, METER BOXES AND OTklER OBSTRUCTIONS SHALL NAVE 1/2" EXPANSION dOINT MATERIAL PIACED AROUND THEM. . 3. ALL SIDEVNALK EDGES SHALL HAVE 1l2'RIIDIUS. �. 4. MINIMUM WIDTH OF SlQEWALK IS 5' (NOT INCLUDING THE WIDTH OF THE CURB OR POLES). � 5. THICKENED EDGES ARE REQUIRED FOR SIDEWALKS AT CORNERS, BUT NOT ON TANGENT SECTIONS. ALL CURB RAMPS SHALL HAVE A THICI�NED EDGE TO THE DEPTH aF THE ADJACENT CURB, INCLUDING CURB RAMPS ' BUILT ON TANGENT SECTIONS OF SIDEWALK_ WHEN MONOLITHIC CURB AND SIDEWALK IS APPROVED FOR USE, THICKENEO EDGES ARE REQUIRED AT ALL LOCATIONS. 6. FOR WHEELCHAIR RAMP USE DETAILS 311'f. City ot Bremerton PU� WO RKS ENGI�IEERING DIVISION ' - - � ----� , CONCRETE SIDEWALK CORNER TREATMENT 3'I 13 1 Re�eion O�m Alteratian of this drawing !s prohihited. Any apprwal W an altered chaw'ap , . . . . •. is una�dYm�ized and wid. $�1 �J�� �, . -- . ,. - . . -----_ � ' ' PLANiEa 37RIP / WID71i VAR{ES ' E�. JOINT ' \ RA.L DEPTH (fYP ) ' A \ �, � 3 ' � O��'p p � V`� ,��-�� �-��,� � F ������ � ' TYPE 1 �- pRiVEWAYIM'iH � , �PlAP11ER� S . 4'VIADE ORGREAIER) � 1 ' ' ' ' ' ' ' ' , ' ' ' TYPE Ill � pRNEWAY WItiFI DEPRESSFD SLDEINASK �SIDEWALK I � N 1ARDE OR LESS) TYPE II DRIVEWAYVN7H 1AlIDE �OEWAI.K f 1318' EXP. JOIN'f plA1 DEPTN (fYP-) NtOTES: 1. DRIVEWAY WIDTH SFULLL BE IDENTIFfED �N PIANS. RES{DENTIAL• 10'-20' COMMERCW.:2S� 2. WHERE D/W EXCEEDS 1S WlDTH A FUi1 DEPiH E7�ANSlOM JOlNT SHAki BE PIACED iRANSVERSLY, CENT@RED !N WALK. 3. FORM AND SUSGRADE INSPECTION ARE REQtfIRED BEFORE POURING CONCRETE. 4. ORIVEWAYS SNALL BE &' TH iCK, A!R-ENTRAINFA 4000 PSI SIDEUVl�IK /WD DRNEWAY APRON SHAIl BE 6' TH1CK, 300D PSI THRWGH DRIVEWAY SECTION. 5. CANCRETE SHALL BE CllR�D FOR 72 HRS. MIN. - � �il� O� BI'�Ai�011 PUBLIC WORKS �• L'NGINEERING DMSION CEMENT CONpiE1E cuae a �+�rr�R PER CITY S7ANDARDS EXP..IOINT CEMENT CON(:NEIE CURB � GllI7ER pER C[TY STANOARDS VARIE3�V ES CEMENTCONCRESE CURB 8 GUffER � 3l4' LIP� � µ�}(, � 6' CEMENT CANC. �4' CSTC SECTION A A PORTtAND CEMENT CONCRET DRtVEWAY APPROACH aeeraua� a ms drawir�p �s p�w,rolloea. ay �po� a ar, aimree a�,�re �s,meun,�aa�,ero�a. 312'i �ievlelon Deme 8/15/08 ' ' 12" �_ NOTES TYPICAL SECTIOIV � 6" � 1 FORMS SWALL BE TRtJE'f0 LIIVE AND GRADE AND SECURELY STAKED. 2 FULL DEPTH EXPANSION JOINTS SHALL BE PLACED �N 1Q FODT CENTERS. 3 TfiRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLEl� AND AT P011VTS OF TANGENCY ON STREETS, A1 1 EY AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE 20 FF. PREaIAOLDED .iOiNT FILLER SHALL BE 1/2' WIDE AND CONFORM TO AASHTQ DESIGN M213. 4 ALL JOINTS SHALL BE CLEAN AND EDGED. 5 CONCRETE SHALt BE CEMENT CONCRETE, CLASS SQ00. 6 STEEL F�RMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED ON CURVED SECTIONS. 7 FINISH SHAI.L BE LIGHT BROOM FINISH. 8 THE FINISHED CURB SHALL BE SPRAYED WITH A TRANSPAREN7 CURING COMPOUND AND COVERED BY WATERPROOF PAPER OR PLASTIC MEMBRANE IN THE EVE�iT OF RAIN OR OTHER UPISUITABLE WEATHER CURING TIME SHALL BE A MINIMUM OF 72 HOURS. 9 ALL CURB AND GUTTER SHALL BE PLACED �N A MIN OF 4' COMPACTED CRUSHED SURFACING TOP CAURSE. C�ty of Br�merton PUBLIC WORKS I� . : , , ENGINEERII�iG DMSION I : . „ , CEMENT CONCRETE C URB AND GUTTER TYPE A Almration of this drawvng is profihited. Any appmval oi en elGered d�j �S „�un;�;�a �,e �«a. . , ;.; �. ... . 3'I 31 Ravleion De� 8/15/08 24" 1 . ._ . . _ .. ' ' � ' 2' M!N A PYRAMID RAIN CAP SHALL B[ INSTALLED WHERF 1HE TOP OF THE SIGN POST IS EX?OSED. I o I /. \ lol / 0 \lol/ o � o � Io� O �p O 0 0 0 0 ;i/8" I)IAM. GALV. FfEX ' HEAD BOLT, NUT AND WASHERS LAG SCREW & WASHERS(TYP.)-2 MIN ' ' , � 1 ' 0 0 0 0 0 0 0 CURB I FACE . /��� •��� � ��.: �_ . �� .� �/v�,G��/,��! ' 1 TELESPAR TRAFFIC o SIGN POST TS-10 0 2"'x2" NOMINAL POST � SEE ANCNOR DEFAIL5 THlS SHEET 0 0 0 0 0 0 0 O O O 0 0 0 z 5 a � i� O � d ;v O 0 0 0 0 0 0 7 0 0 0 0 0 O O O O O O O O ---TS-S, TS-8, TS-10, TS-12 PfR DRAWIfVGS (1) 3 /s � GALV ANGL(: BUtT liV (2) ADJACEN I� HOLES 3" „-- �- �.,��,— �= �I�L=11[=_1f1-111=111 I r l ,� ��I i�� ; I Ef I I„�I I l � i l I� � LIGHT DUTY ANCHO (OUTSIDE �F S4DEWALK AREA) w J Q O � =j � O o TS-5, TS-8, TS-T0, o TS-12 PER DRAWiNGS O ° (1) �8" GALV ANGLE BOLT ° ItV (2) ADJACENT HOLES 0 0 0 0 3 ,. CW F? o zs O ;, _ • _ ��� `_' U O.!'' C ��= ���—� c0 Q _:�. ��ii NON-SHRINK GROUT BACKFiLL H_EAVY DUTY ANCHOR (SIDEWALK APPLiCATION & AS �fUIED BY EUGINEER) POST ANCHOR INSTALLATI�NS 1 � -- � 1 ' � City of Bremerton PUBLIC WORKS ENGINEERING DMSION • � TYPICAL SIGN INSTALLATION AJtere�on of 1Me drawirtg is prohibded. Arry epprwel of �+ elmred dimvbig ������.� 3251 Revision Dabe 101��1�z , � T. ._. _ . ' ABBREVIATIONS: STREET= 37' AVENUE= AVE PIACE= PL WAY= WAY BOULEVARD= BLVD PARKWAY= PKWY LAN� 1.N courrr= cr pRIVE= OR ROA� FiD KEY= KEY CONNEGTOF� CONh CIRClE= CIR r — MIN. 24" - UP IN 6" lNCREMENTS --� 9� s� �V1� a rre n Av e 4� ARTERIALS :A � —� a ,���� exs�oeo sowu� srr�r WlEN FEIISIBIE 51►1 GHANlELF�U�WME pRAppRO�E�C�QlY • • � • . ., .. D3 (MOD) NOTE$_. i. SIGN• SFiEET ALUMINUM, 7'REATED. 0_O80 GAUGE, SIZ�D A3 NEEDED WfTH ROUNDED CORNERS Z � GREE�f 9A�KGROUND SHALI 6E t2ETROFIECTIVE 8 MEET �}{E qEqU�REMENTS OF W�DOT STA[dDARD SPEGFICATIOPkS SEC110N �28.12 (iYPE 1.7YPE 11, 7YPE III OR T'PE IV►. WITli 112' BORDER AND Pi0 MARGIN a. LE'17ERS: ' FOWT: F{WY SER[ES D WHRE LkT�RS SHALL SE 9M iiETR�OFLECTNE 8 MEET 7FIE REqU1RENEENTS OF 1lYSDdT STANOARD SPECIFlCAT10N5 86Cf10N 9-28.12 (iYPE I. ZYPE 11. . TYPE1110R7YPE1�. 4. SEE INSTALLA�70N DETAIti13251 City o# Bremerton RuB+.�c woRKs ENGINEERING D1ViS10N , VARIES ---� MIN. 24" - UP kN 6" iNCREMENTS S � �� H igh Av . 3 w �� L�C�►I. ACCESS/ COLLECTORS 2 f PRIVATE R�AD - �Nowh��re Dr. No � PRIVATE STREET S1GN STREET NAME SIGN POS MOUNT �FOR USE �UTSIDE OF C.B.D. ONLY) Nlere6on M thie drawin0 b prohibimd Arb ePp� af m almred tlrmwinB ia �na�u�wi:ed advotl. 3253 Revision Qate 8/15/08 1 , ' 1 ' WHEEL TRAC}C ' CURB OR � EDOE OF P)1VEMENT , -'....,� _ . � 'fFiACK LJWE WIDTii VARIES , ��- LANE LIN .,..,. �� � _ � � _ � ' i ' � ' i 1 ' ' , �� T�� CENTERLINE� w ...�� �� -- NQTE 1 PIANO ICEY MARKING TO BE PARALLEL TO TRAVEL LANE , N�TE; RAMP PORTION OF WHEEtCHA1R CURB RAMP TO BE LOCATED Wii'HIN CR0.SSWALK NOTES: 1. LENGTH OF THE MARI4NGS OR TO MATCH EXISTING, W(i'H G.MlN. RESIDENTW., ANQ 8' MIN. ARTERIAL.. 2. MATERIALS FORCROSSWAIJC ARE PLASTiC PER WSDOT sz�w�n� sPECiFlCnnoNs SECTION 9-34.3. City of Bremerton pusuc woRKs CROSSWALK DESfGN & PLACEMENT 3257 CldGiNEERING DIYISION AWaration or tlis dtanng ie ptahi6ited Mi'e�pwal 01 en elrered drewUi9 is u,eWl,o�f¢eaenavad. Revision Date 10/12l12 ' � ' . � , __ . -- z� � . � ,� �� , � ,� � 2-1 f � - � � � NOT ES 7 _ MA7ERIAL: _ ' PA1NT - - - - ' . . - :- , i . .. . 6 . _ . - - 1 � 1 � -- i - 3' �. - -- . _ -- � City o# Bremerton ' w� B{CYCLE LANE MARKINGS ' 32 � PU9L WO RKS Revisfon Oate ntmrason or n:8 ara��o � a�•�. nro � ot en �m�ed ae�a ENGINEERINCy WVISION ��m+��+�. _ B/15/08 — ' . 1 � , , � � ,.+�_. ' � , , , �, n � s I p� PUW ' � — — DIRECTION OF TRAVEL ; `' TIC REFLECTiVE ' ' � ' ' � 1 ' ' .65" TO ./78 � �8" TU .14" �� 3.85" TO 4.05" � SECTION A A IYPE I , PRI�MA b�•• SURFACE y • OS" � (�--- h.0"'+/— I j SECTlOPI B-B T YPE 2 . SEETABLE , . TYPE 2 PRISMATIC REFLE C7IVE FACE COLORS TYPE 2WR WhI1TE AT�1D RED NPE 2YR YELLOW AND RFD TYpE 2YY YEI..tOW AND YELLOW _ �`(PE ?W WHITE ONE SiDE ONLY_ IYPE 2Y YEl_ O NE SIDF ONL_Y City of Bremerton PUBI�C YVORlCB COMMUNIlY DEVELOPNI�NT RAISED PAVEMENT MARKERS TYPEIAN ana.nnon ar nwl dra�+np � P ro�ma. ay oaa� �+me�ea ae�,�n,e �s,meam�w�ma�,aVOta 3263 Re�Asio� oer �a�z•�2 �+--- 10 � 30 � 10 —+� � I I SKIP I INF YELI.OtiV � 4 SINGlF UWE ROADWAY 4" 4 .. �.. SOLID YFLLOW MUL71-l.ANE ROADWAY LINES SEPARATINC, DlRECTIONAL FLOW LINE OF CROSSWALK MARKING SrG LWG #3257 FOR DF.TAl1..5 5' � IN. 50UD �NHI'T'�� STOP BAR i 2" MIN. SKIP LINE YELLU4V 4 �� 4" 4" - SOLID YE_LOW 0 � NO PASSING LINE 1 SOLID WHITE 4 ��� h" DOUSLE WHITH LiNE (NO LANE CMANGE PERMRTED) �+— 10' —�+– 30' � 10' � � 4 WHlT� LANE LINES � 3" SOLID 4YWITE PAVING EDGE LINE 4 „ 4.. 4,� SKIP LINc Y=LLOW � VAR;ES o �SQLIU YELLOW � TWO WAY LEFf TURN LANE VARIES �i 3'-0" 1 U'— 0" ' � _iSTOP LINE i i i C �_ �� - -- � -- �--- � 5'—fi" APPROACFI � { -'- 7'_g" LINE 3 —� � 5 �_ Q .� END OF APPROACH LINF 5-0" LEF"f TURN LANE PfUMBER OF LEGEND SETS REQL'IRED BASED UN THE LENGTH OF APPROACH LI�ES APPROACH LINE LENGTH LEGFND SE7S LESS THAN 50 FEET 1 SET AT X—WALK END OF POCKFT 50 FEET-120 FEET 2 SETS 125 FCET-- 300 FEET 3 SETS (SECOND 3_EGEND LOCATE� hlID�NAY BETWEEN F1RST AND LAS7 LEGENDS) OVER 300 FEET ADJITIONAI_ SFTS SPACED AT A�PROX i00 FT � INTERVALS BETWEEN FIRST ANfl LAST SETS e City of Bremerton Pueuc woRks STANDARD PAVEMENT MARKINGS COMMUNITY DEVELOPMENT AlOe�on of this draw'u�g is proli6itetl. Myepprovel of en eloaetl tteaulg is une�,u,o,�,ea and vaa. , ' ' ' 1 32 65 � oa� ' 10/12/12 � ' ' , t 9' 10" � � � � ' ' , � ' 1 ' � 1 1 � � 1 Ctty of Bremerton 12" � Pu�c wo�cs COMMUNITY DENELOPMENT ��- I 13'1" NOTES: 1. COL.OR SHALL BE WHITE. 2. MATERIALS FOR CROSSWALK ARE PIAS�I�IC PER WSDOT STANDARD SPECIFICATIONS SEC`FION 9-34.3 TYPE A,B, & C ARE FOR LOCAL AND SUBCOLLEC7UR ROADS. 7YPE � EXTRUD.ED ARE FOR ARTERIAL ROADS. 3. ARROWS SHALL BE PLACED A MINIMUM OF 24 FT. BACK OF S70P L3AR_ PAVEMENT MARKINGS 3267 ARROW SYMBOLS ARera,tian of ihis drawirg is Prohmited. Any appro�ral of an alOered drawing �� . u , • •,,. . . �s unaw,or�zea arw,rom. - "1'Of12/12 a � � �2„ ' ' FRAME AND GRATE SEE NOTE 9 6 S° M � . • � y♦ s� � 1 �!3 BAR 6" RISER SECF . . `' � ' ��� � 2 �/3 BAR HOOPS 12" RISER SECIiON ��\N ��yte� �f ` 4+ ' �.���' /� /� � �f3 BAR EACH CORNER #3 BAR EACH SIDE TOP 8� BOTTOM `v 1�Ki BAR ACROSS BOTTOM PRECAST BASE SECTION (MEASt1REMENT AT THE '1'OP OF THE BASE) City of Bremerton PuBUC woRKs ' 1. CONCi2ETE INLE7 TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 & C890 UNLESS OTHERWISE SHOWN ON PE.ANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATNE TO REBAR, WELDED WiRE FABl2iC HAVING A MIN_ AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRlC SHALL COMPLY TO ASTM A497. WIRE FABRIC SHALL PfOT BE PLAC�D IH KNOCKOUTS. 3. ALL REINFORCED CAST-IIwPLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KIJOCKOUTS. KNOCKOUfS SHALL HAVE A WALL THlCiQJESS QF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED IWOC!(OUTS. UNUSED f�IOCKOUTS NEED NOT BE GR�i1TED 1F WALL IS LEFT lN7AC'f. 5. IWOCKOUT OR CUTOUT HOLE SIZE IS EC�UAL TO PIPE OUTER DIAM. PLUS CURB INILET WALL THICIWESS. 8. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES WffH MAX. DIAM. �F 1B". 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE IMIERT 15 4-U". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTfON AND RISER SECTION SFlALL NOT EXCEED '1!2 IFT. 9. CONCRETE MLET FRAME AND GRATES SHALL BE IN ACCORDANCE WITH STANDARD DETAILS "THRU CURB FRAMEAND GRAlE' 4010 OR'THRU CURB FRAME AND VANED GRATE" 401i. MATING SURFACES SFIALL BE f INISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER P051TION. 10. NQN P1PES ENTERING OR EXrfING A CB OR MH S1iALL BE INSTALLED WiTH A SANDCOLLAR. CATCH BASIN INLET DESIGN/CQNSTRUCTION STANDAFtD6 i !�n of Cta drawtr� �e prd�teited. nryappawat of an altered d�ex�ng ,— . . — --- e . ls uneuthori¢ed end wid. . ' ' ' ' ' , ' ' 1- : ' , 400� ' Revision Datie ; � • � 2/6/07 _ • ' 1 . ' ' ' ' ' ' FRAME AND GRATE SEE NOTE 9 � s . - S+- � � t 1 �i3 BAR HOOP - 6" RISER SECTION ,. . ` ', � —=A� � ' 1 ' 2 dKi B6AR HOOPS 1 1 , � �8������ #3 BAI2 EACH SIDE 1 12 RISER SECTI '\ � 1 � f '�� � � �� �� : � � ._ i ���� �,�� � .. / � � �!�����_���� NOTES: 1. CATChi BASMS SHALL BE CONSTRUCTED 1N ACCORDANCE WI7H AS7M C478 (AAS!-ITO M 199) 8� C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN 7HE STANDARD SPECIFICATIQNS. 2. AS AN ACCEPTABLE ALTERlVATNE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA �F 0.92 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIF2E FABRIC SHAL.L COMPLY TO ASTM A�497 (AASHTO M 221}. WIRE FABRIC SNALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED W{TH CUTOUTS OR fWOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED lN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LF�T INTACT. 5. KNOCKOUTS OR CUTOUTS SHALL BE PER MANUFACTURERS SPECIFICATIONS. 8. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" St-iAPE. 7. THE TAPER ON THE SIDES OF THE PRECE4ST BASE SECTION AND RISER SECTION SHALL NOT DCCEED 1/2"1FT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD DETAILS "THRU CURB FRAME AND GRATE" 4010 OR "THRU CURB FRAME AND VANED GRATE"4011. MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING �IT WITH ANY COVER POSITION. 9. NON CONCRETE PiPES SHALL BE INSTALLED WITH A SANDCOLEAR. , #3 BAR FJ1C�f WAY , ' 1 PRECAST BASE SECTION �EASUREMENT AT THE TOP OF THE BASE � City of Bremerton PuBUC woRKs CATCH BASIN TYPE ! II DE51GNlCONSTRUC110N STANDARDS I_ I ateration of tMs dra�Mng Is prohihiled. AnyapprovaF of anafoeied draw6g 1 is unautrwrtzea end wra. 4002 Revision Datie 3/2/07 sEe cirr srnrioa� RiroG -- ANR COVER' DETAR 4020 SEE CITY STANDARD'RING ANQ -- COVER INSTALLATIOM DETAJL PAECJ�9T ECC�IIRIC COPE SEE CITY STANDARD LAODFA AND STEP DEfAILS PRECI�4T 9GC710M1—�•, I � � �.t} g� PREC/L4T BI�9E 9�ilON �_�J • SEE CRY STANDARD •MANhIOLELADDERAND STEP' DETAFLS . MAX P1PE S12E 42' (RM)C PIPE SIZE MAY BE LIMITED BY PIPE CONFICURATION) CONSfRUCTCHANNEL � SHELF30�QPSIOONCREIE NO SAND OR �OCK FI� � �oc MORTAR FLL• — I L __ 6' MIN. 8' M1N20' MAX L "�_ � f k I . , � 72 � , ' ' 72�45 REDUClNG SIJ1B , ' ' 72" TYPE II CATCH BASIN NTS 8' BASE � � � �- cns�r na � aneE �e � �. cnrc� etiau�s �uu eE ooNS�c� o� nc•.caROUwc� vvrrr+nsr� a��8 �ans�no Nnee� nNO nar�� ceeo ur.6ss on�e� s�� aN � oR ra� N n� � arnHOUwn s�tACaraes 2 MANDMOLDS al ADlUSiNB�lT 8EG7[ON 9FWl HAVE 9' N9�1. Q.EARIWCE Si�S 9d CATCH B1�9*1 SFfN.L HAVE B' F�L p.fiNW�ICE NN�FIOLDBBMIILL BE PL/IG� N AL7ERIdA7P10 QRADE WNO9 CR CONQtEiE BRICI� COUF�E YY�SX A MINIMIaM OR ONE FW�6 HOID BE71N�1 TFE LA9TST�ATD7F� 70P OF7FE FN19F� OFtl1DE �������������� o a. �re��ee�aa�owmicu�ouisoa�vcoawuta�vaoacouis�w►vE�tio+w�uTM�soFr.ura�iaaoc�aovisoonar� � GRaUlIIi3 IF FACTORY WALL 18 LEFT INTACT. PIP�88FlALL BE 9r8TALLED OI�Y M FACIOIIY IWOCImUiB UNb88071$tNM19EAPP(�ONED BY7}E H�IDI�R. G IOiOCImtlTOR CUI�CVi HOLE3� BFIIYI BE PHt MANUFiiC'[U1�8 QU�LIPEB MNL HOLE 8QE SFWJ. � 9@' FOR49' CATQ! BA9N.42' FOR 64° CB� �8' FnR BD' CB.9p � FOR7pC884'FnRBB'CBMN.D38T/WCEBEIWEBiMOL64$WY.LBE6'F�R4@'.b� 11NDB�CB:7Y'FORTlANDBB'CBS. 8. CA7CN8118�IFliAMEBAND(�tAlE80RC01/9i89FW1.BEINACCORDAfZt:EWlitl9ECT10N7.060F7F�STA�ONi4SpBC�1CA710NS.MA7NO8lA�ACE88NNiFNIBF� ' TO A9SURE NON-CRACIQNO F7T VYIIIiANY COMHt P'08If10W. 7. ALLBIIBERERdPORCM08TffL8F1ALLWIVEAMINYY�LLDBTTiENQMOF8.000PS1AND9FfALLBERJ4C�N7FEi1PF�HtHALFOF7lEB1�9EWRNTMN.QEARANCE H. MH�ll1i11�190�BEARINDVAWEBNALLEGUlIL9,00DP01��8P6i8Qll11i�Fn0T. e. SEE CRY STAI�ARD R1U41�UIOLE LAGCBtArD Si� DETAL ' 10. 8ff W�OT 9TAI�ARD SPEGFlCA7ION 8EC7lON7�.R FDR JO/ifi�18 . . 11. MOliTARBFIALLBEPI.ACEG�TM�aEM�1LPVELOFAD�RJ878�lORINOB,IOPOF70P8lAB.A1�80CfOMOFMN�iOLERNC�. � City of Bremerton � g PUBLfC WORK DESIGN/CONSTRUCI7ON STANDARDS , .,, . ; -- -- ' TYPE II CATCH BASIN -- 4004 ai�no� of,�s d�� �g �on��e�d. nr�y e�ro� oi �, �a a�r� Revision Date is unsim,orizea �a �wa. . s. , 2/6/07 � 1 1 ' ' L ,______. . , . ;;' ,,,",,,,,,,,,,,,i,i% .ii� �..� � sECTioN B-B 1 I � � 11.5' � � � 4+-- — 28' ---�-I � 1•+-- 27.5• —� � � PLAN HOOD ' � ' ' � ' ' ' 1 LJ �---8 � � ��. � 2-1' DIA HOLES � � FOR 3/4' BOLT WASHER 8� NU'T SECTION C-C o t �o � � �e" 0 � o�o �� �. � _ . PLAN GRATE ' , ��: � � %�. • ST�RM DRAINAGE THRU CURB FRAME AND GRATE N.T.S. GRATES ARE TQ BE BOLTED TO FRAMES ° City of Bremerton :'� PUBLIC WORKS DESI(iN/CONSTFiUCTIOId STANDARDS THRU CURB FRAME__AND GRATE AlteraUon oT this dr9wing is tub�ed. Any ap�xaral ol an �ered drauwg Y ° � �� ��s� �fa�u+aizc�, aM voia � 40 1 � Revision Dabe 3/2�07° . ,' °. �_ _ �. i —� PLP►N FRAME � /.�.���.. . i � y / / ////////J///////////.�//� ' i %... � SECT B-S 1 � � � �.s �- zs� 27.5' �C PLAN HOUD � � r �• B . �7' DIA HOLES � FOR 914' BOLT, WASFlER 8 NUT �� �����1�� .�: ' ' �,���. SECT A-A —36'— PLAN FRAME STORM DRAINAGE THRU CUR� FRAME AN VA GRAT N.T.S. �� GRATES ARE TO BE BOLTED TO FRAMES . Ci#y of Bremerton li :._� PUBUC WORKS � DESIGN/CONSTRUCTION STANDARDS � , ... THRU CURB FRAME AND VANED GRATE NOaradon of this drawing is prohitided. My�proval 01 en ai�ed drawUg r,� ,.. isunauUloru6dendvold. y . .. . , � .... - � �-a 4011 Revision Date 3/2/07 � 2a• .. ---I PLAN - VANE GRATE , ' ' ' ' 1 ' , ' , ' � ' ' ' ' 1 ' � zs �� 7 7/8' � z 712' _"_I I� VERTICAL CURB NOTES: �, DRiIl.ANDTAPFOR,ANDPFtOVIDE,7WOLOCIONG BOLTS 5f8"-17 NC STAINI.ESS 7YPE 304 STEEI. SOCICET HEAD (ALiEN HFAD) BOLTS, 2' LONG. 2 FRAME MATERIAL IS CAS7 IRON PER ILSTTA AA8 CI.AS.4 30 OR BETTER 3. SET FRAME TO GRADE AND CONSTftUCT ROAD AND GUTTER TO BE FUJSH WlTH FRAME. City of Bremerton PUBLIC WORKS nES��wcotasmu�rt� sraNnaRas ..�..�.� ..,,.�..e�- cxme A � W/LL1. � c PLAN _� 'I A � --- � 78' X 24' � �o +11 , � 7YP. � � � �. _. —� T P �� � W � 1 B' X 22' OPENING � a �- � � 773f4 X233l4' (+1/32', -0' lYPJ 2b' SECTiON A-A � TYPICAL FRAME AND GRAT -- ---- ! NSTALLATION 4� 12 - Aiteratlon of this dr�wing la PnohihiGed. Anyr ap�wal ot an al6ered drewing Revision Date ,:•�,,• �.is�morrzea�,avaa. 2/6/07 � ,�.�.". EXTRUDED CURB — � ¢ � � ca PlAN L DEPTH EXPANSION JOtNT GI SECTION B-B PAVEMENlT SECTION A A N�TES: 1. SET TO GRADE AND CONSTRtJCT ROAD AlVD GUTTER T� BE FLUSH WITH FRAME. 2. HOOD SliALL MATCH TOP OF CURB ELEVATION. 3. PATTERN ON TOP StJRFACE OF HOOD SfiALL BE 3H6' NON�,SKID bIAMOND. 4. BOLT, WASHER, & NUT SFiALL BE GALVANIZED. 5. GRATES ARE TO BE BOLTED TO FRAMES City o# Bremerton � � TH�20UGH-C INLET --- - FRAME iNSTALLATtON 4013 PUBLIC WORKS ^- _ � DES9GN/CONSTRUC710NST/WDARDS a��tiono(thisdrawingiaprohiblted.Arryapprovalofsa��leeddrawcg Revision Date � : . . .. � , is urre�m,ori� and vaid. Y . :, .. . _ 3/2/07 ' �� 2�� z�e• z• 2�e• �a- m � -�.� �� T Q � � ���� _�� t� � q -� C�� 'C � C= - °—= ' � C���C� _. r C�> C� ' C ��v� ����� ro �� � C � j C��C� w `c�� - �� �-� �� � �a � ' C � � ,� Q � A � . � � , �� A �� ' R�/4' SEE NOTE 2 �� N �� 1@•LETTERS RECE33ED � �� , TO BE FWSH LEVEUNG PAD B - 118" X 3J4' X 1 314' 1 PLAN COVER , � 1/4' � ... �� � ' N 'T � . . .. � ��' �• I � � 3/4' 4 314'� FINISH DIM. ON SECTION A A LEVELING PAD. � ' .. NOTES: � 1. USE WIFH FF2AME DRILLED AND TAPPED FOR LOCI4NG BOLTS. ' � 2. USE Wfl'H i�MO LOCKING BOLTS 5/8'-11 NC SfA1NLESS STEEL TlPE 304 3TEEL SOCKET HEAD (ALLEN HEAQ) BOLT3, 2' LONG. ' . 3. COVER MATERIAI. IS CAST IRON PER ASTM A48 CLASS 30, 4. SHALL CONFORM TO BEC. 7-05 OF THE WSDOT STANDARD SPECIFlCAT[ONS. 5. COVER SHALL HAVE THE WORD'pRAIN' IN 2-INCH RAISED LETTERS. � 6. NOT TO BE USED IN RQADWAY. 1 , City of Bremerton � . �:� SOLID C - ' Pusuc woaKS ! 4014 � of ttils drawing is prohi6ited. !vry apprwal af an almred drerwfg Reviston Date DESIGIY/CONtSTRUC110N STANDARDS tt • Is ur,a�miorizea ffi,a �oia. . 3/2/07 , � ` ' . ,. � 8EF NQiE 1. PttDVIDE 7iiREF 7' �IA. LIFT HOLES 9�12' FROIM CENiER OF CdVER SPACED AT 1?D DEdREE3 (TYP•) A '�� o O 2' RAISED LETiERS A 01-1 I E I-1 0 I � I— C-, I��� � I � � I—�_ �,�_ i_.�_ i � � � �— -;_ � —;_ � I— —�- —�—I—I� � —�— •I 1�� T i���1��i�� NON-BIaD INTEGRJ4L PAT'IE•RN TO BE Cll'3'T ON TOP OF C01�Eft COVER PIAN A DRILL 3 TAF ..� - . . ...... 120 DB[iREES (TYP. 9PL) RING PLAN 3J8' 7' r � �• � � SECTION A-A sa sre- � 251/4' -� 1' � 1 l.._ � � � ��a• 23 3r4" 5' 3/4' 33314° -- SECTION B-B COVER NOTES: 1. USE WfTN 7HREE LO(`•1�f0 BOLTS 518°-01 NC STAWIF3S TYPE 304 S7E� SOCIQ'eT HEA� (ALLEN NEAD) 60L78, 2' LDN0. DRfl1 HOLES SPACED 12d', TO MATCH kOLEB M R@[0. 2 COVER MATERIAL IS DUCTILE IROfs ASTM A588 GRADE 80�'r06. H. SFlAIl CONFORM TO SEC. 9-06.ib OF 7HE WSDOT STAN[1Ai�D SPECIFlCATIONS. AS �AODIFED NER9N. 4. APPRO?(IMATE WEIGHT OF COVER IS 750 LBS. 6. RATING-H20_ OLYMPIC FOUNDRY MFKiQADIT , OR APPROVED E�UAL RING NOTES 1. DFILL AND TAP THREE 518 -11 NC HW.�S 7HROUGH RINCi AT 12a°. 2_ R�10 MATERIAL IS GREY IRON,1{5TM I448 CLASS 90. 9. BHALL CUt�f WRM TO SEC. 8-06.1G OF iHE VYSDQ� STANDARD 3PECFFlCd1710NS. AS MOD�D NEREBd.. 4. APPROXIMATE VVEiOHT OF RINO IS 216 LB8. 5_ RATINO-H2Q. ' { ' L' ' ' � � � � � � �� ' ' ' City of Bremerton � •' � PUBLIC WORKS DESIGN/CONSTRl1Cl101�i STANDARDS RING AND COVER Akeraf[on of Utis drawing is prohibited. Any appwat oT en ettered drmxkig is unauHwr¢ed and wid. ' 4020 Revision Date t 1/5/11 � � g � , IN3TALL. PRECAST GRADE gEE CRY gTp 'RING g, CpyEl� pETq�t 1P402Q RINGS, RISERS OR LEVEL3AIG BRICKS AS NEC�SSARY TO � LIMIT OF EXCAVATION (IYP.) MATCH FIMAL GRADE. SEE SECTION 3000 3TMIDARD "STREET DETAlLS• �r� � Fj ORSURFACERESTORATIOW ' �l � � 4' MIPL i��ii /�� / �����ii�i D0871NG PAVEl�PiI' �i%%ii SEE NOTE 1. �iiiii , o o o 4 SPHALT CONC. >° PAVEMENT CL '8' FIRSTSTEP MAXIMUM 1 B• " PI.ACE 8 COMPACT ' BELOW COVER 1z , �� CRUSHED SURFACINEG TOP p o COUR6E e ' EXIST. MANHOLE OR CATCH BASIN ' PAVED AREAS NTS , SEE CITY S7D'ftING 8 COVER UETAILS fi4020 LIMRS OF FaCCAVA710N 12 , �Z' POO�O CE� CANCRETE ' , ��\\\/\\//\\/ o0000000 — — — �°��o�o� �\/�\\/\\/'/��/i ��j���j��j� �r-- r=—��—C ` g ����\���— 2"MINCL.BIFINAGPAVED /��/��/���/ � a � L� f JL = //��//�//,.. S7REET \/ /� --JL —JL � . •- \ \� --- — — a . s �j��� IN3TALLPRECASTGRADERINGS� :. ' P�ERIMEfER I \\/� SEE NOTE 1 �\ WSERS OR LEVELING BRICKS AS .. . NECE8SARY TO FlNAL GRADE ' ' ' ' 1 ' 1 ' ' SEALSHALL E)CTE{VD B' BELOW FRAME RING e FYrcnNG nnnNHO�e oR CJITCH BASW UNPAVED AREAS p�p7ES. NTS 1. YVHERE DEPTH OF NECK EXCEED9 24 [NCHES, ADJUST MANHOLE/CATCH BI�SIN TO GRADE BY lNSERTiNG NEW CONCRETE RISER SEC170N(S} BEIWEETt THE CONE/SLAB AND EXIS7ING BARREL �, RISER SECTIONS AND BRICK SHALL BE CONCRECE, GROUTED WITH 314' THtCK NONSHRINK GROi1T 3M007H INSlDE AND OUi. 8. $7EP8 OR FIIN�r1 k10LDB 9F1AL,1. BE ADO� /18 �L 4, PRECAST GRADE R1NGS AND RISER6 i41UST BE CAST WITH GROOVE TO ALLOW FlEI.D INSTALLATION OF SAFEiY 3TEP. 5. REPtACE DO8T11� RING /WD OOVER IF NOI�1STNmARD. $ City of Bremerton �• ,, � e Pusuc woaKs DESIGN/CONSTftUCTION STANDARDS RING AND C�VER _.___ INSTALL 4021 Retision Date Altar�9gon af thia drawing ia prohibrted. My approval af an elmred drawirg r 78 U�19IIIhOfRBd Blld VO�. G/ J/07 . A SEE NOTE 1. �otn�e T►�+[tr� 1• oia uFr Ha�s a�rr � cen�xo� cov� SPACED AT 12D DECryREFS (1YP.) Fy A � � �o � � ' �� ' --NONr9MD 1NTEGRALPAT1E1iM'f� BE GAST ON 70P OF COVER COVER PLAN n Dltlti A TAP..... - . . ._F 7�D DEGIiEE8 (7YP. 3PL) RING PlAN 318' 7 � l. � �. � I SECTION A A COVER NOTES: 1. USE WRi17HAEE LOCIaNii BOLiS 518 -11 NC STA@ILESS TYPE 904 S7EEl SOCI�T HEAD (AUFN HEAD) BOI.TS. 7' LONO. DRILL IiOLES SPACED 1Z0', TO MATCH HOIGS IN RQAQ 2. COVER MATERWL IS DUCTILE IRON ASTM A536 GRADE BD-65-06. 3. 3WLLL CONppRM TO SEC. 9-06.18 OF'iHE WSOOTSTANGJIRD SPEdFlCA710NS, AS [iAOD1Flm HEREBd. 4. APPROXIMATE WEIGHT OF CAVER IS 150 LBS. 5. RATING-H2O. zs 3►s- 1• 251/4' � s• � � � 7 114" 23 314' b' 3!4' . .. .. ......... _._ 33 3/4' SECTIO B-B RING NOIES: 1. DRILL AND TAP THREE 516 -11 NC HOLES THROUGH RING A7120'. 2. RWO MA7ERIAL IS �REY IRON, AS11N h48 CLABS 30. 3. 3HALL CONFQRM TO SEG 9-06.16 OF TNE W9DCT STAfmARD SPECFICP�7IONB, AS MOD1Flm FfERE1N. 4. APPROXIMATE YVEIQHT OF RINO ES 216 L9S. 5. RATB�10-H2O. OLYMPIC FOUNDI21' MH30ADlT . OR APPRdVED ELIUAL DECOF2ATNE RiNG AND COVER TO BE USED IN SIDElNALKS, PARKS, OTFlER PEDESTRIAN AREAS AND AS DIi2ECTED BY �IE CITY ENGINEER OR RE�UIRED IN CONTRACT DRAWINGS. ' ' t City of Bremerton DECORATIVE STORM RING AND COVER -��-� PUBLiC W�RKS 4�2� — --- Revision Date DE5IGN/CONSIRUC77QA1 STANDARDS ��on of thb drewing Is prohit�iled. Any apprwed of en eltered drawing • is unawhorized erc� vad. 1/5/11 � '. � � � � � ' , ❑ ' ' �. ' 1 1 � ' ' ' ' ' ' ' 1 ' ' ' ' ' , � � �+— 12° — -�{ i I 3' � SAFETY STEP L.._. 3- ��i 48' MAXIMUM C 8° � LADDER TO HANG FROM MH STEP # 7 GALV SMOOTH STEEL � B' MIN. � - ��,•owl GALV. REBAR � LADDER RUNGS �i8 GALV. REBAF PREFABRICATED LADDER NOTES: 1. DEFORMED REINFORCING BAR SHALL CONFORM TO ASTM A B15 2 GAI.VANIZE SHALL CONFORM TQ AS7M A 123 3. LADDER REQUIRED IN VAULTS OVER 4' DEEP. � City of Bremerton � � A PuBUC woR�cs DESIGN/CONSTRl1CT10N STANDARDS MANHOLE LADDER AND STEP AlOaratime ot this drawirtg is prohibRed. Arry apprw� of en el0ered dtsNing �s u��nr�rizea era vaa. . . , O � m = z °" w �i O ? m u � o W � 0 o � w � � � z w � � N Q J H � W � r � 4030 Revision Date 3/2/07 F'�-- �z' -----1 . ..._ ._ - .... . . .. : . .:. - .:._ :.._. .. . . . � . , _.. � TONGUS END ON iNLET FJdD ' GROOVE END ON OU7LET END ENDS 70 FiT ADJACENT PIPS SECTfONS — — — — — — — — — — — ' I ROUND EOGES U2"-1' — — — — — � �.. ... _. _ . _ —. ' N T LA S N ' EPID SECTTON ' TT02 T ._ — � ____ — — — �CnrP) 1 � � ----- ----------- �� � ELEVATEON � Nrs C�NCRETE PIPE � END SEC110N 1' TO 2' MEPAL � 2�' PI.A.STiC � I 3 (TYP.) � �� PIPE JOINT �� �. ELEVATION � Nrs METAL � THERMO-PLASTIC PIP NOTE: ' SIDE SLOPE SHAl.L BE WARPED TO MATCH THE BE1/ELED PIPE END. WHEN CULVERT IS ON SI�W, BEVELED END SHALL B� ROTATED TO CONFORM TO SLOPE_ IF SLOPE DIFFERS FI�OM ' 3:1, PIPE SHALL BE BEVELED TO MATCH SLOPE. _ __ " - q __' __ _ _-_ �.� _ ' � C�ty of Bremerton CU LVERT PIPE PuBUC WORKS BEVELED END SECTION 4040 ' • a _'_ _' . . _ _...__ — Revision Date DESIGN/CONSTRUC110N STANDARDS aleradon of iltis drawing is prohibi0ed. Anyappioval of analEared dravrirg . is ww�rizea arw wi� �. 7/9/07 � 1 3/4° DIAM. BAR FRAME ' REMOVABLE RACK 1/2" SCH 40 ALE1M. PIPE --- ----------- (3/4"O.D.)6"O.C. � � � � , -- f ------------ , INSERT ALUMtNUM TRASH RACK INTO BEVELED PIP� END. ' 6" CLEAR FROM TRA51-I RAC1C TO FINISNED GRADE t —_..�_ I ---------- I FLOW � �— ' � e � , , 6" CLEAR FROM TRASH _ w n RACK TO FINISHED GRADE � ' O ' TO FlT INNER ROLI..ED SMOOTH DIAMETER O ' PIPE ` . — ��_ o � ' 16 GA. ALUM. PLATE 1/4"�" F.B. � ANCHOR STRAPS - FASTEN WITH 1/2" t GALVAMZED OR NON-CORROSIVE ALUMINUM TRASH RACK BOLTS 8� NUTS - (TYP, 4 PLACES). , NOTES: 1. ALL STEEL PARTS MUST BE GALVANIZED � � ASPNALT COA7ED (TR�P►7MENT 1 OR BEfTER). ' 2. COP1Tf2ACTOR TO VERIFY DIMENStONS. � • � City of Bremerton . � TRASH RACK - ' PUBLIC WORKS 4 � 1 •�s Revision Dabe • DESIGN/CONSTRUCTION STANDMDS �erellon of tl�is draw�g is pfohihitad. Any a�ovet of en nttered drmring . is �ma„ e�,a wia 3/2/07 ' � FOR PAVEMENT RES70RATlON SEE � CITY STANDARD SECTION 3000 "PAVEMENT RESTORA"fION" ' �� °��������.�.����� — — — — — — — — — — — — — ' `r � r r���T ,��`� ii r i�i � \\ K/V V / ��j�/�j / /j � \ \ �l�/��/ /�/�1 / /' � ` .�.`/,•�'�� ����' <` i`%��% ,�� i,� � "�` la�.,��:� ��� ��� � � � �����,y�,� �],� ' � � � �� � � � � � � �i� � � � � � �� �j.,. \ �/�� �' � /� ��/ ��'�!/������ !.� i �� \� .� ' / ��ii 24"MIN � SELECT �R NATIVE TRENCH ' SACKFILL, COMPACT TO 95%OF ���� MAX. DENSITY IN RIC,HT OF WAY. �\ (SEE NOTES 2 & 3) .% / / \ '. �\��� -- SEINER MAIN � � � � SEE CI"f'Y STANDARD 5EWER I I PIPE ZONE DETAIL NO 6031 � B 1 I I 9 9 � � �.����_..� � STORM TRENCH DETAIL � N.T.S. NOTES: 1. MAXIMUM WIDTH dF TRENCH AT TOP �F PlPE *30 INCHES FOR Plf'E UP TO AND INCLUDING 12" NOMINAL DIAMETER. "O.D. PLUS 16 INCFiES FOR PIPE LARGER THAIV 12" IVOMINAL DIAMETER. 2. IN PAVED AREAS USE 1" MINUS CRUSHED ROCK BACKFILL UNLESS D1REC7ED OTHERWISE BY THE ENGINEER OR AS SHOWN ON THE PLANS. BACKFILL TO BE COMPACTED TO 95%. "FULL DEPTH OF TRENCH WHERE SEWER MAIfV CROSSES PERPEIYDICULAR TO THE TRAVELED IAiVE OR DRIVEWAY_ "1"OP FOl1R FEET WHERE SEWER MAIN RUNS PARALLEL TO THE TRAVELED LANE, UNLESS EXiS71NG MATERIAL IS DETERMINED BY THE ENGINEER TO BE SUITABLE FOR BACKFILL 4" CRUSHED ROCK WILL BE USED. 3 TRENCH BACKFILL BELOW 70P FOUR FEET SNALL BE NATIVE MATERIALS OR AS RFOl11RED 6Y THE SPEC:IFIC:ATI(�NS. City of Bremerton � ' STORM TRENCH DETAIL PUBLIC WORKS . ' 4080 .' � , , , -.. t, Revision Date DESIGN/CONSTRUCTION STANDARDS Alteratron of ihis draaAng is prohibdetl. Any approval of an altereo drewing is uneuihoriZed and vad. _ � 3/5/07 . . �� / j j �� - - � -- - --- - - j : :. �=I�=.1-�.► %%/�/I�-.I�1�.1, „� �'� r � r �' r ; f� r� � � � L .�. :� .� 1� _:�, .�. .�. :�. ���.� �� ��.�.. , ;�.�.r.�.. If � �.� I� � �Yr �Y � �� L, �= � �� L- 1: � r;i:.� Y: %%.%,� .� .� .�...� .1�. _.� :� �aA~: �� �� SELECT BACKFILL PIPE ZONE CONCRETE & DUCTILE PIPE ' ———-— `�.——-—.—:— .� . '. . ". 6.00: '' :, : • : : . `.' ' .', �� .. ' • . •' • t •'. ��': 1 . - -. . ,. . . . . . , . . , ' . . � . ..6.00 •.:. • • • • . . ' . PVC PIPE ' a - � -� - a - - e -� A -� < 4 a r 6 6.�0 e 4 ' $ ° a a a e a c o . Q A a° , ° � e ° a ° , ° d a c d d4 ' a ° Q V M�N e e � d 4 O ' CONCRETE ENCASEMENT , � , Ci of Bremerton fiY ? Pusuc woRKs DESltild/CONSTRUCi10N STANDARDS ' ' - � - -..._�.. ... .._:_..�.:_:__.,_�... . PIPE p�PE ZONE BEQDING I 3000 PS! I CONCRETE P ZONE NOTE: 1) COIVCRETE PIPE SHALL BE BEDDED TO SPRING LINE. 2) PIPE SHALL BE BEDDED AND INSTALLED PER WSDOT STANDARD SPEClFtCATIONS SECTION 7-08. PIPE BEDD{IVG WHEN PIPE BEDDING IS REQUIRED, REFEREWCE WSDO7 9-03.12.3 C�MPACTION IN PIPEZQNE SHALL BE 90% OF IUlAXIMUM DEN5ITY. LOOSE LAYERS OF 6" OR LESS SHALL BE CAREFULLY COMPACTED. BACKFILL Sf-IALL BE BROUGHT UP SIMULTANEQUSLYON EACH SIDE OF PIPE TD TOP OF PIPE ZOWE. STORM PfPE Z ONE DETAIL 4081 Revision Dabe Atleration ot this drawing is pro�ubi0ad. My epprov� of mi almred drmvirg ' ,. l . . . � � . � �a �,n,o�d ar,d w�a. - ' �' '1 /13/12 FINISH G�RADE O O 0 0 0 �J � 1 o � � (SEE NOTE 4) PRIVATE F PROPERTY .. .. .. .. .. .. ... ' CAST IRON SERVICE SADDLE FOR 0.C. PVC, S STEEL MAINS, WITH STAINLESS SiEEL BJWDS. DHtECT TAP AND INSTALL C:0 CORP. ON D.i. AND C.l. MAINS 1" CORPORATION 8TOP (CC QR IP) X COMPRE88[pi�l. 1" COPPER TUBING SIZE HIMOE. WI7FE S.S. IIYCERNAL POLY STIFFENERS, W/72 GA. SOL.ID COPPER BLUE COATED LOGATE WIRE. 1' X 3!4' AN(�E MEiER VALVE. COMPRESSION 9J4' ANGLE MEIER CHECK VALVE IP, OR CpMPRE8810N. HDPE METER BOX WITH SOLID DI BOX LID, MID STATES #19t812 BOX OR RAVEN METER BOX #1116X12 OR APPRQVED EQUAL NOTES: 1. SERVICE LOTIES SHALL BE PERPENDICULAR TO THE WATERMAIW, t1NLESS OTFfER1MSE APPROVED BY THE ENGINEER. METER SETTER MAY BE USED WHERE REQUIRED. 2. SERVICE SADDLE MAY BE INSTALLED AS AN OPTION ON CLASS 52 OR THICKER D.I. P1PE. AL! CONNECTIOI�tS WILL BE TAPPED {NTO AN "EXISTING WATER MAIN" BY CITY FORCES ONLY. S. AN APPROVED BACI�LOW ASSEMBl.Y MUST BE 1NSTALIED PER WA_ DEPT OF HEALTH ON ALL tRRIGATION SYS7EJNS. THE SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL THE iiEQUERED BACKFLOW ASSEMBLY IS INSTALLED (PER CfTY STANDARD DETAILS), TESTED BYA CERTIFIED BACI�LOW ASSY. TESTER, AND INSPECTED BY A CERTIFIED CROSS CONNECTfON CONTROL SPECIALIST. 4. THE WATER METER AND ITEMS A,B,C,D,E, & F SHALL 8E SUPPLIED AND INSTALLED BY THE BREMERTON PUBLIC WORICS AND UTILffIES DEPARTMENT. ALL OTHER MATERIALS W!LL BE SUPPLiED AND INSTALLED BY THE CAt�f'i'RACTQR, OR HOME O1MdER UNLESS DIRECTED OTHERWISE BY THE ENGINEER WHEN THE INSTALlATION IS COMPLETE AND INSPECTED, THE CIIY WILL MAINTAIN THE 5ERVICE UPSTREAM OF THE METER, INSIDE THE F21GHT OF WAY. 5. LOCATE WIRE SHALL BE 12 GA BLEJE COA7ED SOLID CAPPER WIRE, STRiPPED AT BOTH ENDS AND TIGHTLY WRAPPED AROUND (GROUNDED TO) THE CORPORATION S70P A MINIMUM OF 7W0 TIMES OR CRIMPED TO THE LOCATE WIRE ON THE MAIN. THE END IN THE METER BflX SHALL BE LOOPED AND TUCKED INSIDE THE BOX. City of Bremerton Pusuc woRKs � DESIGN/COMSTRUC77QN1 STAND�lRD6 I _ �_ L 1" X 3/4" DOMESTIC/IRRfGATION SERVICE CpNNECTION ABmatinn o1 tliia drewing is prohibited. Arry eppraval of an allered drawing la ur�umo�kedBndJaid. 5001 ' � oec� �Y,�V�V�7 '• • .n .l . i�, — , .' HORIZONTAL METER INS7ALLATlON POLY OR PVC �� RATED FOR 20D PSI ' -- - . ' FiNISIi GRADE ' ' ' ' ' ' t , � 1 ' ' O 0 O O \J 3 0 � (SEE NOTE 4) PRNATE � PROPERTY 9" � 11" CAST IRON SERVICE SADDLE FOR A.C. PVC, 8 STEEL MAINS, WITH STAINLESS STEEL BAN0.S. DIi2ECT TAP AND 1NSTALL CC CORP. QN D.1. AND C.I. MAlNS 1° CORPORATION STOP (CC OR IP) X COMPRESSION. 1" CQPPER TUBIIVG SIZE HIMOL WITH S.S. INTERNAL POLY STIFFENERS, W112 GA. SOLID COPPER BL13E COATED LOCATE WfRE. 1' ANGLE METER VALVE, COMPRESSION 1" ANGLE METER CHECK VALVE IP, OR COMPRESSION. O F HQPE METER BOX WtTH EJIW #1324 METER COVER, MID STATES #132412B 80X OR RAVEN NiETER BOX #1$24X12 OR APPROVED EQUAL NO TES: 1. SERVlCE LINES SI-U1LL BE PERPENDICULAR TO 7HE WATERMAIf�i, UNLESS OTHERWISE APPROVED BY THE ENOINEER. METER SETTERS WILL BE U3ED WHERE REQUIRED. 2. SERVICE SADDLE MAY BE INSTALLED AS AN OPTtON ON CLASS 52 OR THIClCER D.f. PIPE. CORPORATION STOPS WILL 8E TAPPED lNTO AN 'EXISTMG MAIN" BY CITY FORCES ONLY. 3. A13 APPROVED BACI�LOW ASSEMSLY MUST BE INSTALLED PER WA. DEPT OF HEALTH ON ALL fRR1GAT10N SYSTF�YtS. THE SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL THE REQUIRED BACl�LOW ASSEMBLY IS INSTALLED (PER CITY STANDARD DETAILS), TESTED BY A CERTIFiED BACI�LOW ASSY. TESTER AND 1NSPECfED BY A CERI'IFIED CROSS CONNECTl�N CONTROL SPECIALIST. 4. THE WATER METER AND ITEMS A,B,C,D,E, 8� F SHALL 8E SUPPLIED AND 1NSTALl.FD BY THE BREMERTON PLIBLIC WORKS AND UTILI7�S DEPARTMEKF. ALL OTHER MAl'ERU4lS WILL BE SUPPLLIED AND ' INSTALLED BY THE CONTRACTOR OR HOME OWNER UNLESS DIRECTED OTHERWISE BY THE ENGINEER WWEN THE INSTALLATION IS OOMP�ETE AND INSPECTED, THE CITY WiLL MAIMIAN TtiE SERVIC� LINE UPSTRFAM OF THE METER, INSIDE THE RIOHT OF WAY. , 1 ' 5. LOCATE WIRE SHALL BE 12 GA BLUE COATED SOIiD COPPER WIRE, STRIPPED AT BOTH ENDS AND TIGf�i'TLY WRAPPED AROUND (GROUNDED TO) THE CORPORATION STOP A MINIMUM OF TWO TIMES OR CRIMPED TO THE LOCATE W{RE ON THE MAIN. THE END IN THE METER BOX SHALL BE LOOPED AN1D TUCKED 1NISIDE THE BOX. City of Bremerton PUBLIC WORKS 1" X 1" DOMESTIC/IRRIGATIOfd SERVICE CONNECTION DE3�f G�IJCONSTRUCTION STANDARDS �^ a� �+ 's drawing is proltibiled. Arry apprwal al an aPoetgl draw�g . , . , — '. �.,.. �..,. �sunsutt,o,rmeaanavaa. 5002 Rsrielon De� `�� � 04�16/13 e POLY OR PVC RATED FOR 200 PSI HORIZONTAL METER INSTALLATION � FINISH GRAbE i 36'MIN. GOVER B TO ALLOW FOR 36' MIN. SWEEP OF PIPE ---�- COVER C � �°± A HORIZONTAL METER INSTALLATION CUSTOMER PIPING POLY OR PVC RA7ED FOR 200 PSI � O CAST IRON SERVICE SADDLE W/ S.S. BANDS WILL BE USED ON ALL WATER MAINS. O B 1 1f1' OR Z' CORPORATION STOP (CC OR IP�. X COMPRESSION. O 1 1l2' OR Y HDPE (� COPPER TUBING SIZE, HIMOL W/ �S_ IM POLY STIFFENERS W/ 12 GA SOLlD COPPER BLUE COATED LOCATE WIRE. O D 1 12' OR 2' ANGLE METER VALVE, COMPRESSION X FLANGE. O E 1'12" OR 2' ANGLE MEiER CHECK VALVE IP X fLANGE O F HDPE METER BOX WITH EJIW #'1730 TR METER COVER,MIDSTATES # 1730186 OR RAVEN MErER BOX # 17X30X98 OR APAROVED EQLlAL � MEfER SETfER W! BYPASS MAYBE USED 1N PLACE OF D AND E_ NOTES: � 1. SERVICE L1NES SHALL BE PERPENDICULAR TO THE WATERMAW, UNLESS OTHERWISE APPROVED BY THE EN1GlNEER. MEfER SETTERW/ BYPASS SHALL BE USED ON ALL DOMESTIC 3ERVICE L.INES IN PLACE OF �NID � 2. SERVICE SADDLE WILL BE INSTALLED AND. CORPORATION STOPS UYILL BE TAPPED INTO AP!'DCISTING MAIN' BY CITY FORCES ONLY. 3. AN APPi20VED BACKFLOW ASSEMBLY MUBT BE INSTALLED PER WA DEPT OF HEALTH ON AI.F_ IRRIGATfON 3YSTEM3. THE SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL THE REQUIRED BA(�CFLOW AS5EMBLY 15 INSTALLED (PER CIiY STANDARD DETAILS), TESTED AND INSPECTED BY A CERTIFIED CROSS CQNNECTION CQNTROL SPECIALIST. 4. THE WATER MEfER SHALL BE SUPPLIm AND INSTALLED BY THE BREMERTON PUBUC WORKS AND UTfLIT1ES DEPARTMENT. Al1. OTFEER MATERIALS WiLL BE SUPPUED AfdD IN3TALLED BY THE CONTRACTOR OR MOMEOWNER UNLESS DIRECTED Ol'IIERWISE Bl' THE ENGINEER WHEN THE INSTALLATION IS COMPLETE AND INSPEC'fED, THE CITY W1LL MAINTAIN THE SERVICE UPSTREAM OF THE METER, INSIDE THE RIGH'f OF WAY. 5. LOCATE WIRE SliALL BE 12 GA BLUE COATED SOLID COPPER WIRE, STRIPPED AT BOTH ENDS AN1D TIGHTLY WRAPPED AROUND (GROEINDED TO) THE CORPORATION[ STOP A MINIMUM OF TW� TIMES OR CRIMP TO THE TRACING {MRE ON THE MAW. TNE END lN THE METER 80X SHALL BE LOOPm AND TUCi�D iN31DE THE BOX. 6 ' MEfER DIMENSIONS VARY BY SIZE. City of Bremerton 1 1/2" & 2" DOMESTIC/IRRtGATION --�-- � � PU BLI C WORKS SERVICE CONNECTI4N 5003 DESIGN/CONSTRUCTIONSTAND D$ ���notthisdrawingisprohihioed.Art�spprovelofenette�eddrawing Re�uleton DaDe �, f , . �s ��wno�Z���a vo�a::.. .. 0 4/16/13 3 0 {SE� NOTE 4) � PRIVATE PROPERTY � � s� � � SEE NOTE 8 � � � � ' 1 ' ' � DRAIN ROCKTO PREVENT SILTING , ' ' ' ' , , ' ' A 1-5 'l/4' M.V.O. HYDRANT 1MTH 2-212' N.S.T. AND 5' PUMPER PURT W/ STORZ ADAPfER. HYDRANT BRAND MODFL STORZ BRAIVD MUELLER CENTURION RED HEADAVVG M$H 929 (NO LOCKS) B (1) 6" GATE VALVE, AW WA G500, R/S, PARALLEL SEAT "O" RING STEM SEAL. MJ X FLG WI7H Iu�G/MLUGS C {1) 7W0 PiECE CAST IRON VALVE BOX SIMILARTO RICH MANUFACTURING TYPE 940 OR 5" C.I. SOILS PIPE VALVE BOX EXTENSION D 6' DUCTILE IRON PIPE, CLASS 52. G1T TO FlS. E MEGA LUG FOLLOVYERS F FULL BODYTAPPING SLEEVE, C.I.ORD.I., OR HYDRANT TEE (F X Ml) N OTES: 1. FIRE HY�RANT EXTENSION IF REQUIRED 2 FIRE HYDRANT SHALL BE PAINTED WITH ENAMEL SAFE'fY Y�1LOW 3. FIRE HYbRANT CAPS SHAI.L SE COLOR OODED AS FOLLOWS: A. HIGH PRESSURE(75+PS1}GREEN B. MEDIUM PiZESSURE(5D-74 PSI}YELLOW C. LOW PRESSURE(0-49 PSI}RED-IFTHESTAl1C PRESSUREISLESS THAN 20 PSI THEN <20 PSI SHALL BE STENCILED ON TOP OF THE HYORANT. 4. FIRE HYDRANT BONNET SHALL BE COLOR OODED AS FOLLOWS: A 1500+ GPIuFSAFETY BLUE B. 1000-1499 GPiN-SAFETY GREEN C. 50Q-999 GPM-SAFE7Y ORANGE D. LESS THAN 498 GPM-SAFETY RED (PAIf�iTED BY GTY) City of Bremerton PUBLIC WORKS FIRE_HYDRA D ETAIL A{hera�n af tltis drawinp is prohi6[ted. Aryapproval uf an altaed drmving ' DESIGN/CONSTRUC7701�[STI�NDE�DS isunaud�ciiZmtl�,daav. TEE(MI SLEEVE 5os� Ra�eian O�te 4/07/09 ,•, ,_. REI NoTE: 1. PAINT POST 1MTH ONE COAT OF PRIMER AND'iW0 COATS OF FINISl1. FINISH PAINT TO BE DCfER10R OIL BASE ENAMEL COLOR TO BE SAFETY YELLOW. HYDRANT GUARD POST INSTALLATION N.T.S. City of Bremerton 0 ;� � ; PUBUC WORKS DESIGN/CONSTRUCTiON STANDARDS GUARD POST Alieretlnrt of ttds drawing ls prohibtOed. M�r eppravel of an ettixed drawVg . • "isdiiauthoraedandwid. t ' 1 1� 1 1 ' - --- 1 5os3 ' ReN�a� D�ma 4/07/09 � � �..._. -- ' 1 . . .. ' _ .. Mawc� - MARI�R --- MARI�R ' I 1 I FIRE � H1rDRM(f ❑ � ��� � FIRE ` � HYDRANT ' � 4 � Q � Q � i i � � TWO LA NE ROAD ON SIDE STREETS ' OFFSET MAitI�RTOINDtCATE WHICH WHERETHE HYDRANTIS WITHIN 20' SIDE OF STREET HYDRANT IS ON. OF THE MNN TRAVELED STREET, THE MASRI�R TO BE PLACED4' TO 8' OFF MARI�R IS 70 BE IWSTAiLED 4• TO 6' CENTERLINE. OFF THE CENTERLINE. ' ' �R - MARI�R , I �� FIfiE I � I I� FtRE � HYDRANT � HYDRANT � 1 � � 4 4 � � Q Q � 1 � � � � � � 1 � ' �OUR lANE ROAD FIVE LANE STREETS OFFSE� MARKER TO INDICATE WH1CH OFFSET MARI�R TO INDICATE WHICH ' SIDE OF STREET HYDRANT 13 ON. SfDE OF STREET HYDRANTlS ON. MARKER TO BE PI.ACED 4' TO 8' OFF MARKER TO BE PLACID 4' TO 6' OFF THE DOTS OR PAtNTED LINE DIVIDER THE DOTS OR PAINTED LB9E DlVIDER ' NOTE (7) MARKER TO BE STIMSOMITE 88 AB 1W0—WAY (BLUF) ' T------, . - - -- .. � � City of Bremerton ; = FIRE HYDRANT MARKER ' ' _ PLACEMENT DETAIL 508 �s .: ' ... '_.... -._ PUBLIC WORKS --- - -- Altec�on of this drawing is prohibited. An� epprovel d� elt�red �awing �� DESIGN/CONSTRtlCT10NSTANDARDS .•'�,. • 4/07�09� .,. ' CAST IRON LID SET COVER OF VALVE BOX FLUSH WITH GRADE AiVD 2° ABOVE GRADE ELSEWHERE -.>rn \ •�nr/j�/,ii�r�i 1 �R� PATCH w� ar,�, c�ass s _ [ HAND TAMP BACF�ILL-- AROUND UPPER SECTION B' MIN . I I VALVE BOX OR C.I. SOIL$ PIPE EXTENSION AS REQ'D JACK HAMMER 8 REMOV@ ASPHALT CONCRETE PAVEMEN7 AND RAISE VAtVE BOX FINISH GRADE �sFU ao��rr w�n�aoo4 CAS7 IRON VALVE BOX TOP SECTION EXTENSIW�1 STEM REQ'D WHEN DEPTH OF OPERATING NUT IS MORE THAN 4 FEET BELOW FINISli GRAI3E GATE VALVE � �-2' 8Q. OPERATING NUT 4.1l4" DIA.,118" M1N. THICKIdESS 2 9/4° INSIDE Y1IiDlli � � N07ES: 'I. EXT'ENSIONS ARE REQUIRED WHEN 7HE VALVE NUT IS MORE'EHAN FOUR (4j FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG.ONLYONE D(TENSION TO 8E USED PER VALVE 2. VAWE BOX EXTENSIONS SHALL BE 5' GI. SOILS PIAE-T'CER 7Y SEAL S. ALL EXT�N8lONS ARE TO BE MADE OF STEEl, 81ZED AS NOTED, AND PAIN7ED WfTH 2 COATS OF METAL PA(NT. 4. RAISE TF� VALVE BOX TO FINiSH GRADE AFTER ASPHALT CONCRfiTE WORK iS WMPLETED BUT IN NO CASE LATER THAN 48 HOURS. 5. FARS OF THE VALVE BOX TOP SECTION WILL BE INSTAU.ED INDICATING WATER NlA1N DIRECTION. City of Bremerton CAST {RON VALVE B4X ASSEMBLY PUBLIC WORKS DE5lGN/COfdSTRUC170N STqN�ARQS a Alteratlon ot thls drewing is prohibi0ad. Ny approval ot an atoaed drawirg is �s,aunoorcea e�dwia. . � , ' ' ' 1 ' � .� � � � �� � ' 1 5120 ' Re�sion D�m 4�07�Q9 . . •.. .1 � ..._._. ---- . . _ . - --- - ' - R.o.w �:—� PRIVATE ' z �o�err � �I WC F�MALE PIPE7H�D W I , FIUB AQAPTER AND PLU6 � � PAVEh1ENT OR FIMI.�ih�D ORAflE a, �� IRON COVER, PER W3DOT � �� -- $TANRARD PIAN B-B5.4400 QR 6R�U1L, � t ewF� Fn •gEyy�-, ' :.,• i ; ,, • , ,•: , �; ' , � , �v '. . ;.�:•. �i , , �' � ��,z�: �s;:;�?: �.i i�Y �i.���'� �...�., i�:�:.,,� M1 �, � .�';;. •'C:' '.\ \i�� .`':.�. .;".��j��. .;�� •�..: .�• �. ��fr :ai�it'�.:.�'6' 8" •. %'\ •' . ` � I , COMPACTED BACK FILL . $. ��µ � 45' BEND ��/. /i��i �/��ll��li"• %� : : i ;��' . i • /�!i •%•. ���`i\ '. -- — — _" — ' ` 8 � 8" . _ _� .� _._ � S�NER PIPE ..r �� /.f �� •' '�\��:: \��.\�`�' 1Fi.INE[3EAAEND$ � v.�\ \. � � • � ,;�/�:/°; � :/":..: � yyYE INSTAU.YVA'IEl�I1C#tT � , 1?IREAU�P PuUD STANDARD CLEANOUT DETAIL N T.S. � RO.W. ; PRIVA7E � � PR�ERIY � �: w; PVC FEnAA�E PIPE7►1READ� � ' HUB ADJIP7ER AND PLUCi a � PAVB�IENT OR flN�'aF� C�lt�IYSE � �� ��' � � ' � 87ANDARD PLAN B-85.46-0D OR EQUAI, LJ19EI.FA'SEYVER'. ���•����� � .:, ti, ti'.�\ti..•.: `.:�\�'y' �:�' '> j\�' i �� � " ••ii�:/�� • ;`\:::\: `�r-j. ` �:-���f���'i^f;.✓��\ i„%i.�./• • ;� :, \: %\�. ti\ �� \ \/\, \'):�� ' ifCLl..YL :. L� _d �__ l.c.' "" " � e' MIN. � COMPAICiED BA�KflL! , , / —'Ib� �1� (fYP� •.y'+:'`���;�K�\<. .` ,.;:.�•��,,\�;;.�,�: �,. ; � � y:� /�•`%�; �/. %i';r }�' ,� � �`i �;'`'. � \, j•, . ' �� �:.��%. \:\�;`\�.��'` �;://�'���/\:;�./�� ;�:��'���� e' OR 8' SEYYER PIPE , ,'�•:' .\` ` `;.; l" \.,n.,`;.��,.�;�� .� �-.��..��.`� �.y.r: �} :�. : ;v i;,�`��- i�,i� �, i;;� ;�:: �;. , y,.�. � ��:. �;�.. /,�` •�.. t . �i._��.�.-�; �-. � �,,: • •� �.i�'y, i;� WY ���� I BILA C DETAIL N.T.& ' NOTfS: 1} PIPE BEDDIN0. TRENCH (�ACK FILL. E'fG PER C11Y ST/W Wdib'&EVVE7'�'�RFJRQt M117 "SEYVER PlFEZONE' OETAILB 2) 'BMTIItAL CLENVOUT' TO BE I�ED WtlERE °CLEANOUT' CJWND'F HE LOCATED ON'TF� PRDPERPY LINE ' 9) ALL FRTINO3 SMALL BE SOL11►ENT WELDFD. � City of Bremertan ' `� STAIVDARD CLEANDUT ; so�o Pueuc wo�cs n�,mms��sr,�d:emea�,�arm��eam� RdYMionoam , DESIGN/CONSTRUC'fiO1�iSTANDIARD$ � �uwud+acaedanavo�. 12/3/11 ' . -�--- - ... . . - ' ' � � � ' U � 3/4" SCH. 80, � � 1-#4 BARE STRANDED W � ^ CONCRETE GROUND ' W �� ROD BOX W/ L1D (TYPfCAL) r- CADWELD ' � �, �- 6 FT. MIN. j �� , � +1 ; � / � � BUSHING � PER N.E.C. WARNING T�PE ' #4 BARE STRANDED � 518" X 8' GALV. GRQUND ROD (TYPICA�) PUT GROUND RODS 1N CONDU{T D1TCH LfNE � , APPROX. 24" : F 9 �R�UNDING Et��CT DETAIL N.T.S. ------.._-._ _ ... _. ._____.. Gity of Brernerton � GROUNDING ELE DE TAILS ; �012 PUBLIC WORKS � � ' _..—__ — Revision Date � AIIL73110[� C: iiliE C[7N.fMj tS' yfOYN. W�'/ 8y'{XU M s: �fiple4 cc �w�r , ' ENGIIVEERtNG DIVISION ; �s:.��x�erc;r�a-�:<�wyorc�. I 8/22/OS ' � r ' b 1 � i �i i _�- --� ' � I ' , �„s�---/ L ' — ' ' �:: � ' �' sra�o�+ouwr� ua�rt�aePa�a►�s� toaeooim�aiw�petsrmeerwo�noa�wstn ' so�cF�r�oaw►na�waitsswieesnm 1�7EFOROqNHt91CQ. iA0�A1�Y�14 71! sTA1E 6TMIOMD RI11111NLl1lVA�.. NOIR� , 1.IILLW17BtlALA1pY1011K�M11lMAOO�MIIi� 11111lIQlI�If AIMrf�O�AlOMID�CI11Or Fdl s1At1C11�tM. �iF'ai'f 41�0UM�1Y �!� Y�MW�A107RKi1C�fN3 21lEP01�011710N a ��Fdi�f� ' AV6iAf�l0�.1Ai9tK�IrO10A�1�E s. �aTAf�AANtidIQEI!lM�ttl�R STAtO�I111D �'1• 1011'i�isA�/�tl�ENO FF�I1MOAilOM I�1�1101M8{ Uai�mMONOs AI� IIdlMllm CN OOIIL7�:IE d11Q�! ' �. R01/qAlOd1100iiN/111lD�MOi011OEMRY 10PRd1lC�OOIOIIC101�. ��fAIOMDfUIII 11aQ STAt� 1Mi�10 �TJIL'F+OR YYIO/i 0lTAUL a n�mnaF�eaunw�ueswi�roneo ' roaeTMer�sorerneana�oue. !. 71! 7� OF 7f! 1111CIIVt1� �IKL�10111 T/NEADEDAtn OIIIYAM�AI�MM�lS. 7!! l4n01 �T! NIQIptR��Ik1�11f��A - IrMM10F?. QAWN�MOSWL�N �000naw�ev�m�+row„ �,�nuo.a , Naa�o�ioasousnae�r�ua� 7. NlNAP7BRA1�lINlL�IdDp1�1ACl�Y IUIB� i71�111l1�� 71! POUO11S1dL MOIQ sononaF �wc++oaeaus ��aN�xaiar aeuNaew� ' a r�artwrrxunaawm�oaaeav�sr�aeae qIG79t.a1 m!�! FOINpIq1vISIMi�OC o� �wo��ort�ousswleeas�aa�n w �. 0. P01l�II�RA1EPd1A�611N�i1�MLL� ' 111PM�Ra1tllS�tl1'I, POl[ll�FdtA1D� M�0�1 WY � B11ER 1 UI'MRIf010l8� dt11G'A�I�Wm ' T� .�.�. t�nmu�a�oy � � �� � eor. .,.r,.� .- �� a ,. i i � � - - ---� i i _I __J I I E —_—i—_-J i L RDAOWAY P� weBhB► (lyp) � ��� �a�,o��� � H 8` hobw In M �out pad SLIP B1VE EI.EVA71�Nt Mavma � �� outped � Pad 9L�/ANCHOR PLA1� OETAL Snmlh �YB EoP. heA�n. a�d nohi�ed eu�� ---ramnqrg bam � Hardened washers (tYP) �t.?fB'sllp plete rap oebu�defb, � t•ehamfer(tYP) ,� � Plaoe rout even wtlh � Top af famdalF�t �r Phunbing YgM efandaN Foc� ea� BEYA710N ,tewa•�rharbona, o.hr.tl+iarm.�hs.mWSptwhe�snoba 4'$' 1� FOUf�RION 81185 OEfA68 FlEVAT10[i ROUlm71T[ON DEfAR (S1P 8ti4E Qi F0� Bhg) C� w A7tON City of Bremerton Pusuc woRKs E DIVISI��d •. �•. . �. �:�. • LIGHT POLE FOUNDATION 07 1 Revision Date Alteratlon of fhis dtawing is ptohibited. Any epqwal d en a�ered drawing is uneuCwrizedaxiVad: •F.. $��Q$ He pla rtpae BLIP BASE OE[AI. � --- SEE N07E 1. pROVIDE THREE 1' DIA LIFT HOLES �1L FROM CENTER OF COVER SPACED AT 1 � 120 DEGREES ('IYP.) i. '-'I�� � �� �� �_.. A ,I� �11= �11�' II� - II �� I� . �I. ;'! -�IJ� �i � : '�-._ , � ��i� �� ��� � II � ��I� I.I -�1 � II� -�II -�� -��;; illi i�' i�,i-i.l ill�-�•..li— Ili-i� ;�---�,� SEWER���� ���. - - _,,, �- � � � ,, �-_�,-� � � � �.� .:- �, �, �;, � ; � -.,, i� �ii -�ii� ;i� �i� , ,��� � _ F ��,; ����_._�i �, � �,. i -��i� ��. 11�-�.1�.,�11 .,�1. II� �� --�11�-��,� ;�. �� '..'�� :.'���.--. A 2' RIUSED LEITERS NON-SKID IN7EGRAL PATTERN TO BE CAST ON TOP OF COVER COVER PLAN DRILL L .. _ . __ . . -•-- 120 DEGREES (7YP. 3PL) RIIVG PLAIV r � �. � :, , ;. . --- - 25• SECTION_A—A zs s►e• 251/4'... ------ - 1• - - - . .. _I . .. _. _._ . _ . � , ,, ,, ;. . , ;",, `° ;, �; �. . �� t�a° 23 3J4' 5' �� 33 3/4' SECTION B-B COVER NO TES: 1. USE WI7H THREE LOCI(ING BOL75 5/8'-11 NC STAINLESS 7YPE 304 S7EEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2' LONG. DWLL HOLES SPACED 720°, TO MATCH HOLES IN RING. 2. COVER MATERIAI. IS DUCTILE IRON ASTM A538 GRADE 80-6508. 3. SHALL CONFORM TO SEC. 9-05.15 OF iHE STANDARD SPEGFICJ►TIONS, AS MODIFlED HEREIN. 4. APPROXIMATE WEIGHT OF COVER IS 150 LBS. 5. RATING - FYtO. RING NOTES 1. DRILL AND TAP THREE 5/B'-11 NC HOLES THROUGH RING AT 120° 2. RING MATERIAL 13 GREY IRON, ASTM A48 CLASS 30. 3. 3HALL CONFORM TO SEG 9-05.15 OF THE STANDARD SPEGFlCAiIONS, AS MODIFlED HEREIN. 4. APPROXIMATE WEIGHT OF RING IS 275 LBS. 5. RATING - H2O. OLYMPIC FOUNDRY MH30AD/T � OR APPROVED EQUAL. City of Bremerton � PUBLIC WORKS DESIGN/CONSTRUC170N STANDARDS RING AND COVER Nteralion oi Cris drawing is prohibiled. Ary epp�wal of en altered ctraMng �a ���a � �. , ( ' ' 1 ' ' � � � � t ❑ � ' � � 6005 � RaNalon 0� 01/26/12 � ' ' ' ' ' ' � ' 1 , � 1 ' ' , , ' 1 ' 4'-0' -- FOR PAVEMENT RESTORATION SEE CITY STANDARD SECTION 3000 "PAVEMENT RESTORATION" � � � � � � � � � � � � � � � � � � \ / I ,; �; - , ,.., � , ' ;:: ;;; ; '; ; ..�•;': . � • , ,� •\% , ° ^ 'i' �' �j ..� ��'; :� ..�; , � L � , ` '`.,`" ; — s • �, �.:�;:.`•-�:; , �.':�' � �; ; . � � �..�.. � � '+. .n�. �+; �:'.� ,�. • � , ,i: � ., ;��.� . .. . �� < ., ,,. . "i� , /: , � :�" 24" MIN SELECT OR NATIVE TRENCH - BACKFILL, COMPACT TO 95°�6 OF MAX. DENSITY IN RIGHT OF WAY (SEE NOTES 2 $ 3) . .��� ., �; ,\ . :�!,• � � � � � CSTC UNLESS OTHERWISE APPROVED BY ENGINEER SEE NOTE 2 - SEWER MAiN SEE CITY STANDARD SEWER I I PIPE ZONE DETAIL NO 6061 � � � � � �------� SEWER TRENCH DETAIL _ N.T.S. NOTES: 1. REFER TO CITY STANDARD DETAILS 3151 - 3155 FOR PAVEMENT RESTORATION REQUIREMENTS IN THE RIGHT OF WAY. 2. TOP FOUR FEET WHERE SEWER MAIN RUNS PARALLEL TO THE TRAVELED LANE, USE 1" CRUSHED ROCK, UNLESS EXISTING MATERIAL IS DETERMINED BY THE ENGINEER TO BE SUITABLE FOR BACKFILL 1" CRUSHED ROCK WILL BE USED. 3. TRENCH BACKFILL BELOW TOP FOUR FEET SHALL BE NATIVE MATERIALS OR AS REQUIRED BY THE SPECIFICATIONS. � City of Bremerton > �. PUBLIC WORKS DESIGN/CONSTRUC110N STANDARDS SEWER TRENCH DETAIL A� of this drawing is prohibited. Any epprwal af mi e@ared �ewui9 �9 Id�IOfIZ6d B11f� VOId. 6060 Rewafon Da� 01/30/12 8" MIN PIPE OD 8" MIN �P) �P) -—— ———�——— ——- 6° . 6° CONCRETE & DUCTILE PIPE ------+------ 6 " 6° FLEXIBLE PIPE ------}------ 6" �--3/4 MINUS BACKFILL /-- PIPE PIPE ZONE PIPE PIPE -PIPE BEDDING ZOiVE PIPE - 3000 PSI CONCRETE PIPE ZONE NOTE: 1O CONCRETE PIPE SFWLL BE BEDDED TO SPRING UNE. � PIPE SHALL BE BEDDED AND INS7ALLED PER WSDOT STANDARD SPECIFICATIONS SECTION 7-08. PIPE BEDDING WHEN PIPE BEDDING IS REQUIRED, REFERENCE WSDOT �03.12(3) COMPACTION IN PIPE ZONE SHALL BE 90°�6 OF MAXIMUM DENSITY. LOOSE LAYERS OF 6" OR LESS SHALL BE CAREFULLY COMPACTED. BACKFILL SHALL BE BROUGHT UP SIMULTANEOUSLY ON EACH SIDE OF PIPE TO TOP OF PIPE ZONE. 6" MIN J CONCRETE ENCASEMENT SEWER PIPE ZO_NE DETAILS NTS City of Bremerton �� PuBU woR Ks DESIGN/CONSTR�ICT'90N STANDARDS SEWER PIPE ZONE DETAIL AI[eration of this drawing is prWtibited. Ny approval aF an alhered drawuig is waulhorized erd wia. 60 �lon orme 01/30/12 ' ' ' , ' , ' , 1 ' 1 ' ' ' ' , ' 1 , STANDARU l I(ihiilNG LIGHT POLE FOUNDf�IIONS ARE TO HE (:ONSTFiUCTED F'FN STAIE."iTANUAHU PL.4N J-1!? SOME OF 7FiC INFORMAiION FROM J-1b IS F'R[SENTED Hf-.HE FOR CONVENIENCE IF A DISCHEf'ANCY EXIS�S. THE STAif� @ STANDARD PLAN WILL PREVAIL 3l4" wide NOTES % 1 drain hole O � in grout pad I AI.L MATERIAI ANU VVORK SH�I I BF IN ACCORDANCE WITI I ,_ CUHHENT AASHTO S1�ANDAR7 SPF�CIFICATIONS f OR STRUCTURAi SIIpPOfiTS. IiIGhIWAY SIGNS, LUMINAIRES I�ND TRAFI�ICSIGNALS O —Grou[Pad 2 THE FOU�JDATION IS DESIGNED FOH 2O00 PSF AVERAGE SOIL LATERAL [3f:.4RING PRC S,`iUR1= 3.`iEE SIl�NDARD PIAN "CON(:R[TC L3ARRIER LIGFiT S fANDARD SLIP/ANCHOR PLATES DETAIL SL�C I ION" FOR k3ASF PLATL ANI) FOUNDAiION HF�.QUIfiEMEN I S Smooth finish top, bottom. and notched surfaces WHLIJ LIGHT SiANUARDS AHl= h�10UNTED ON CONCRETE BARRII:R 4 ROUPJD �ND SMOOTIi AI_L EDGE4 ALONG WIRG-WAY TO F'HOfECT CONDUCTORS Sf C STANDARD F'I /�N `LIGHT STANDARUS WIRING DETAIL" FOR WIHING �ETAILS S �HE TOP 01 fl1E SLIP PLA�E SHALL NC)I I:XTEND MORI�: II i� Toward plate washer (typ) 3" ABOVF. �fHE (�ROUND LI�:E R��Y Pole base plafe — 5" Keeper plate — 6 l f 1E TOP OF l l lF ANCHOF ROD SHALL BE f30TH THREADED 1" anchor plate — APJU GALVANIZEU � MINIMUM1I OF 12" THE BOI f OM OF THE � ANCHOR HOD SHALL DE 11IP.EADED A MINIMUM OF 3' � m u G.4LVANIZING SHALL BE IN ACCOfiDANCE: WITH AASHTO M 111 A �� AFT[H THFEADING I10CKED ANCIIOR 60LTS ARC NOT ALLOWf:I) 6" hollow in 7 STRAP IE=MPLATES SI1Al I 6E HELD ON PLACE BY N111S 6' of grout pad FROM THE �OP OF THE FOUIJDATION, AND AT BOTTOM Of FIXED BASE ANCIIOR 60LTS R[S11NG ON d' X 3!8 SOUARE WASIiERS ELEVATION 8 FOR INSTALLATIONS WI�'F DOUBLC 10� MAST ARMS OR Details similar to slip base except where noted GfiEATI H. ON 50' POLF. I�OUNDATION SI IALL BE 5'6" Dl LP. AND ANCHOH F30LTS SHALL Bf: :i6' LONG BY I 1;8" DIAMEIEH 9 POLE BASI. PLATE FOR A SI IP BASE DESIGN SHALL BE 1 1!4" MSHTO M2?3 GR50 f'OLE H�SE FOfi A FIX� D BASE DESIGN MAY �C- EITHER 1 1'4" MSHTO M223 GR50 OR 1 1!2' MSHO M 183 10 f�IXEc1 BASE."i ARL i0 BE USED IN ALL APPLICAfIONS WHERE THE SPEED LIMIT IS 36MPhl Of? LESS SLIP BASES MAl' BE USED �" FOR APPLICATIONS WHEFiE THE. SPEED LIMII IS GREATER TFi�fJ 35MPH AND NO PFI)ESTRIAN ACTIVITY IS PRESf.NT 3/4 5 strap City of Bremerton PUBLIC WORKS ENGINEERING DIVISION ROADWAY SLIP BASE ELEVATION —3/4" wide drain hole in grout pad grout pad —1" clamping bolts � — Hardened washers (typ) �1-3/8" slip plate Top of foundahon ' 1"chamfer (ryp) _ Place rout even with Top of foundation aRer Plumbing light standard Three 1"anchor bolts, 4'-6" long -Strap template Anchorrod � � Conduit� Class 3000 / concrete � 8 #7 bars� evenly spacetl #4 hoops @ 1' centers-__._ strap template— r ��� . 1 � � � � � � �- � - --� + — � � � � I I --I- -_J � I I I I I � I I I --�_I�—�_� �--- .2'-1 —'-� FOUNDATION DETAIL (SLIP &4SE OR FIXED BASE) ELEVATION LIGHT POLE F OUNDA T ION 7 Revision Qate Alterauon of this tlrawing is prohibitetl Any approval of an altered drawiny is unauthonzed and void 2/24/14 SLIP BASE DETAIL r FOUNDATION BASE DETAILS ELEVATION � :� . z.�3 TdP �3.i� ME"M�R i" CHRMF�� � �� � � iv ` r,p •- r — }�_'� 4�0.75 X 1.5�(3 �o.�� v� - a �t � n���� ��a� �� � ai v� ui cV t�i N ����� si�� c� C,:� — Z1:Oa � � ' � � ' � f , � �r i:�iCaINE,£�IPtG t�a1FES1CJ�;: 51�EWALK. 0 � a II � �. ¢ e '—�� iQ.�O � a , --- �s ov � � � � q � � , �° �. �d � � • q . 'iW o a CCkNCRETE FC3U�dDA73QN � � �� a�zs �AA�ii CL3RM�F2 �" �t�s�c t��a�w ri�a� {�4 HC?pPS � APPR�OX: a �' o.c. c�s �voo �--- �o.00 � co�c���� FOUPJDATION CQNSTRt��T�Q�! N�TES: ►�EMa ��. P.w �tc�Kr. �,1a• �osz r4.i,a►�i�uµ, waua�� co�rr..� rsa 6� GRAV. #iE�iCi�VABIE EQ+J�PMENT k!€xlPVFt�6C 8AiC1fPAN. 114C? SGiiEENEb 4EN'IS.. t�E'b'�ii�IBL£ EuS�FFC D�t. !3F"f E)5F COdtiC�El? NL'�CES SV',/S.S. VAUL7 5T`tk� WANG�.E SEALED �1' A CLOSEI3 �l w€��o-+� �s�. �RtMG �E� �t.�5�a� sus�ast.� FaR u5� .a5 SEY�G� EGlI�IP�AENT_ �EE`I'� EU,�r FEE!�Ulii�N�N'�`.�. C4�NF�t11C70fT T4 4+�R7�"1' N�'k`ft G�14l�N�. � d � � ,� v . fii A W 8 �� ���. _ ��.00 � 41s� t%�hr�i � 'RtE PADdefKTY' �%' � wuwr+wC�utar�. �. raw �'� p�,s rinr �AJR 1H� q�aHt TCI l�IAtit� fl�€: i�R S$L4 '�1l4T � MFSiE pV N�MONIf 1Fif . 9YTafTYfTf t54NS�M � t�t?3 9A�►IUfdaGFldklSS� R�. 5�p��si MTS� � RDi34?A ..z.m. ,...,....,...�.Ak. ..............�. SERVICE/CON1'ROLLER CABINET FOUNDATION � 7015 ' Re�asr�n U�Ic Aftt"�:�k;�'3t6 Cix 3�:4Fcr�+hvt1� i'ro �:t(ritihila.ri Any:.s; �xa:u: c r.-� nwcx�x:i cita�.s<<u3 � „���:,�:����:,w.,����.:x� 3-01-10 1 ' 1 ' ' ' � , ' ' � � ' � ' ' � � 1 120/240 Volt Sinole Phase Underground Service City of Bremerton PUBLIC WORKS_ ENGINEEAING DIVISION TO UTILITY Overhead Service Service Panel Junction Box � Driven Electrodes 1. IF CONNECTING TO OVERHEAD FOR SERVICE - 1ST 10' OUT OF GROUND TO BE RIGID METAL CONDUIT. Junction,( � Junction Box � gox CONDUIT WIRING SCHEDULE TYPICAL CONDUIT RISER Alteration ot this drawing is prohibited Any approval of an altcred cirawmg is unauthorized and void 70 Revision Date 2/24/14 Conduit 8� Conducter sizes are typical and may need to be adjusted for voltage drop. Note: All Conductors shall be copper F ` Gity of Bremerton � PU�LIC WORKS ENGINEERING DIVISEOP.I � TYPICAL LI SERVICE _ ......_.. _ ....------- ----.._ ............._._..._..._._...._.....---._... WIRING SCHEMATIC , , , . ,. .. ., ,.� T SWITCH �UND FAULT -CEPTICAL C7RA��^JING NO 7020 RF_.�: I?'�!i )P� C7ATE :�����o SINGL� PHASE 120/240 VOLT GROUNDED NEUTRAL SERVIC� �— � ,. —;� r� �. -�:::._ ` ' PROPORTIONAL VIEW � --.. —_.– � -- -- � i �� �� I I 36 1 /4" �� ! � �' � , �� � \�, :�? ; /' i •`..`l,i ' �L � _ - _�!:� - - ! ��_ - - _ i _ i , � I �, J ; i LENGTH � � � ^ TBD _ � � ,�-� ���. I�I �. �... , � - I !� s �.. .� , ;---� 1 �� � �= j — .� , 25' �; I �-� 8 � � ; :,�, ;� , _ � 51 3/8" I i �.' � i � . � �� � _� _� -! � i I_� _. 1.._. , i �J- .. . iJ' � Jf' ' 07 1/2" MIN. BOLT CIRCLE 09 1 /2" MAX. ani T riRr� � � yT� - ,; �-y . , . .., —......._. i . _-� -...., � -( ._ , . - . ,.......... � � '� \ , . / , � I —_\ I. �- i '�— � � � � �l � ��� ) . __ i _. � �._,( / � � _� � � , �;�'i�,�� MOUNT DETAIL --� I 9 1 /4" SQUARE 4"' -- Finishes Painted: _._._ I_ I Midnight i.I Clay � ; f_� Dark I� Old Bronze Iron Fy� Other: ACROLON CLAS3IC BLACK 51 1/2" — _ —�:. - -- — I.� - -- ' � � ; �� I �,..� � � �' �� I � ��— � ' /,� 4 � 17 1 /2" � i /�� .� � { 5 1 �.. : is , - � �, � - 022� -- ELA BELL (BEL22) / CR346 MOD. / P3042-25 SPECS: 1) CAST/FABRICATED ALUMINUM CR34B DUAL CROSS ARM. ARM TENON TO SLIP INSIDE PJ4" POLE ASSEMBLY. ALL S/S MOUNTING HARDWARE PROVIDED. 2) BEL22 CAST ALUMINUM BALLAST HOUSING ASSEMBLY. WELDED ATTACHED TO CROSS ARM ASSEMBLY. 3) 95W, 277V 4500K LED BOARD/DRIVER TYPE 2 OPTICS. 4) DARK SKY TEMPERED CLEAR GLASS LENS. 5) SPUN ALUM. 22' SHADE. 6) ALUM. 1" SCH 80 ADJUSTABLE DUAL CLAMP ON HUB FLOWER POT ARMS AT 180° APART WITH DECORATIVE BALL ON ENDS. 7) 0J4" X.120"THK. @ 25 FEET ROUND STRAIGHT SMOOTH STEEL TUBING SHAFT AND BASE PLATE ASSEMBLY. 8) ELA P3042 CAST ALUMINUM POLE BASE SLIP WITH ACCESS DOOR. COVER. ALL S/S MOUNTING HARDWAREINCLUDED. 9) 3/4" X 18" L—TYPE GALVANIZED STEEL ANCHOR BOLT AND HARDWARE. 4 SETS REQD. !I-1 Mercury Vapor i_! Metal Halide � HPS I � Fluorescent LJ Incandescent Socket � : Medium Base I � Mogul Base �I CFL (FluorescE I �a LED BOARD G 35 I^ 150 �I 50 '= I 200 IJ 70 �I 250 i. ] 75 I I 400 � I 100 [� Other 95W LED DRIVER Ballast Voltage I 1120 � 1120/277 I 1208 I 1347 �-�240 f_'480 �C277 �Multi-Tap ��Other:— ❑ Refrac. �I Reflec. � II ' I III I IIV fJV L� Other: _ Lens Da Glass I I Acrylic ❑ Polycarbonate LJOther:_. — Check One ?� Clear � Frosted �J Opal I.70ther:_.... — I Job or Spec.Numbei ELA #Q12613.01 �_ PG. 1 OF 2 , Approval drawing must be returned to ELA Company, Inc. before unit can be fabricated. �Date Drawn: N OT E. Ple not an corr or revisions to th dr or specificati ___� 0 3/14/2014 Project: 'Scale: Drawn By: t_ PACIFIC AVE/ BREMERTON _ __ VARIES __ MP �■ � EN LIGH FO A RCHITECTURE , INC. Approved By: ■ ■ �_ 17891 Arenth Avenue, City of Industry, Ca. 91748-1197 ' � � � _ Phone: (6 • (800 • Fax: (626)965-9494 _ _ �� ��This drawing is the property of ELA Company, Inc. It may not be used Date Approved: by any other party for specification, approvals or reproductions without ' the approval of ELA Company, Inc. A � � � Z � � a a � � � � � � ■� � �■ � s� � w� � � � � � � � � � ' ' ' � , L� 1 ' � , ' ' , t ' ' Issuance Date: Effective Date: Expiration Date: December 1, 2010 January 1, 2011 December 31, 2015 ��1�! ����J ����1� ��� ����� ��l�l�� �� �� National Pollutant Discharge Elimination System (NPDES) and State Waste Discharge General � Permit for Stormwater Discharges Associated with Construction Activity State of Washington Department of Ecology Olympia, Washington 98504 In compliance with the provisions of . Chapter 90.48 Revised Code of Washington (State of Washington Water Pollution Control Act) and Title 33 United States Code, Section 1251 et seq. The Federal Water Pollution Control Act (The Clean Water Act) Until this permit expires, is modified or revoked, Permittees that have properly obtained coverage under this general permit are authorized to discharge in accordance �nnth the special and general conditions that follow. � �e Susewind, P.E., P.G. ater Quality Program Manager Washington State Deparnnent of Ecology ' TABLE OF CONTENTS LISTOF TABLES .......................................................................................................................... 3 SPECIALCONDITIONS ............................................................................................................... 5 S1. S2. S3. S4. S5. S6. S7. S8. S9. S10. PERMITCOVERAGE ........................................................................................................5 APPLICATION REQUIREMENTS ...................................................................................8 COMPLIANCE WITH STANDARDS .............................................................................11 MONITORING REQUIREMENTS ..................................................................................12 REPORTING AND RECOKDKEEPING REQUIREMENTS .........................................19 PERMITFEES ...................................................................................................................22 SOLIU AND LIQUID WASTE DISPOSAL ....................................................................22 DISCHARGES TO 303(D) OR TMUL WATER BODIES ..............................................22 STORMWATER POLLUTION PREVENTION PLAN ...................................................26 NOTICE OF TERM INATION ..........................................................................................34 GENERALCONDITIONS .......................................................................................................... 36 � G1. G2. G3. G4. G5. G6. G7. G8. G9. G10. Gl l. G12. G13. G14. G15. DISCHARGE VIOLATIONS ...........................................................................................36 SIGNATORYREQUIREMENTS .............................................•.......................................36 RIGHT OF lNSPECTION AND ENTRY .........................................................................37 GENERAL PERMIT MODIFICATION AND REVOCATION ......................................37 REVOCATION OF COVERAGE IJNDER THE PERMIT .............................................37 REPORTING A CAUSE FOR MODIFICATION ............................................................38 COMPLIANCE WITH OTHER LAWS AND STATUTES .............................................38 DUTYTO REAPPLY .......................................................................................................38 TRANSFER OF GENERAL PERMIT COVERAGE .......................................................39 REMOVEDSUBSTANCES .............................................................................................39 DUTY TO PROVIDE INFORMATION ...........................................................................39 OTHER REQLJIREMENTS OF 40 CFR ...........................................................................39 ADD[TIONAL MON ITORING ........................................................................................39 PENALTIES FOR VIOLATING PERMIT COND[TIONS .............................................40 UPSET...............................................................................................................................40 Constr•uction Slormwater General Permit -- December 1, 2010 Page 3 ' 1 ' ' � ' 1 ' ' , ' � ' ' ' ' �J C G16. PROPERTY RIGHTS ........................................................................................................40 G17. DUTY TO COMPLY ........................................................................................................40 G 18. TOXIC POLLUTANTS .....................................................................................................41 G 19. PENALTIES FOR TAMPERING .....................................................................................41 G20. REPORTING PLANNED CHANGES .............................................................................41 G21. REPORTING OTHER INFORMATION ..........................................................................42 G?2. REPORTING ANTICIPATED NON-COMPLIANCE .....................................................42 G23. REQUESTS TO [3E EXCLUDED FROM COVERAGE UNDER THE PERMIT..........42 G24. APPEALS ..........................................................................................................................42 G25. SEVERA[31'LITY ...............................................................................................................43 G26. E3YPASS PROHIBITED ....................................................................................................43 APPENDIXA — DEFINITIONS .................................................................................................. 46 APPENDIX B— ACRONYMS .................................................................................................... 54 LIST OF TABLES Table l. Table 2. Table 3. Table 4. Table 5. Table 6. Summary of Permit Report Submittals ....................................................................... 4 Summary of Required On-site Documentation ........................................................... 4 Summary of Primary Monitoring Requirements ...................................................... 12 Monitoring and Reporting Requirements ................................................................. 16 Turbidity, Fine Sediment & Phosphorus Sampling and Limits for 303(d)-Listed ... 24 pH Sampling and Limits for 303(d)-Listed Waters .................................................. 24 Con.ti•tructinn Stor»zwalc�r General Permit — Decenther 1, 2010 ' Page 3 SUMMARY OF PERMIT REPORT SUBMITTALS Refer to the Special and General Conditions within this permit for additional submittal requirements. Appendix A provides a list o('detinitions. Appendix B provides a list of acronyms. Table 1. Summary of Permit Report Submittals Permit Submittal Frequency First Submittal Date Section S5.A and High Turbidity/Transparency Phone As Necessary Within 24 hours S8 Reporting S5.B Discharge Monitoring Report Monthly'` Within 15 days of applicable monitoring eriod S5.F and Noncompliance Notification As necessary Immediately S8 S5.F Noncompliance Notification — As necessary Within 5 Days of non- Written Report compliance G2. Notice of Change in Authorization As necessary G6. Permit Application for Substantive As necessary Changes to the Discharge G8. Application for Permit Renewal 1/permit cycle No later than 180 days before expiration G9. Notice of Permit Transfer As necessary G20. Notice of Planned Changes As necessary G22. Reporting Anticipated Non- As necessary compliance SPECIA[� NOTE: *Permittees must submit Discharge Monitoring Reports (DMRs) to the Washington State Dcpartment ofi F,cology monthly, regardless of site discharge, for the full duration of pennit coverage. Refer to Section 55.13 of this General Permit for more specific information regarding DMRs Table 2. Summary of Required On-site Documentation Document Title Permit Conditions Permit Coverage Letter See Conditions S2, S5 Construction Stormwater General Permit See Conditions S2, S5 Site Log Book See Conditions S4, S5 Stormwater Pollution Prevention Plan (SWPPP) See Conditions S9, S5 Cnnstrttction Stormwater Cener•al Per•mit — December 1, 2010 Page 4 ' � 1 , SPECIAL CONDITIONS ' . 1. PERMIT COVERAGC S ' � Permit Area � ' ' ' L ' � ' 1 1 : This Construction Stormwater General Permit (CSWGP) covers all areas of Washington State, except for federal and Tribal lands as specified in Spccial Condition S 1. E.3. Operators RecLuired to Seek Covera�c Under this General Pcrmit: 1. Operators ot'the following construction activities are required to seek coverage under this CSWGP: a. Clearing, grading and/or excavation that results in the disturbance of one or more acres and discharges stormwater to surface waters of the State; and clearing, grading and/or excavation on sites smaller than one acre that are part of a larger common plan of development or sale, if the common plan of development or sale will ultimately disturb one acre or more and discharge _ stormwater to surface waters of the State. � This includes forest practices (including, but not limited to, class IV conversions) that are part of a construction activity that will result in thc disturbance ofi one or more acres, and discharge to surface waters of the State (that is, forest practices that prepare a site for construction activities); and b. Any size construction activity discharging stormwater to waters of the State that the Department of Ecology ("Ecology"): Determines to be a significant contributor of pollutants to waters of the State of Washington. �. Reasonably expecis to cause a violation of any watcr quality standard. 2. Operators of the following activities are not required to seek coverage under this CSWGP (unless specifically required under Special Condilion S 1.B.1.b. above): a. Construction activities that discharge all stormwater and non-stormwater to ' ground water, sanitary sewer, or combined sewer, and have no point source discharge to either surface water or a storm sewer system that drains to surfacc waters of the State. , ' ' ' b. Construction activities covered under an Erosivity Waiver (Special Condition S2.C). c. Routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of a facility. Construction Stormtivatcr Generul Permit — December I, 2010 Page 5 C. Authorized Dischar�es: 1. Stormwater Associated with Construction Activitv. Subject to compliance with the terms and conditions of this permit, Pennittees are authorized to discharge stormwater associated with construction activity to surface waters of the State or to a storm sewer system that drains to surf'ace watcrs ofi thc State. (Note that "surface waters of the State" may exist on a construction site as well as ofif site; for cxample, a creek running through a sitc.) 2. Stormwater Associated with Construction Support Aclivitv. This permit also authori�es stormwater discharge from support activities related to the permitted construction site (for example, an on-site portable rock crusher, off-site equipment staging yards, material storagc arcas, borrow areas, etc.) provided: a. The support activity relates directly to the permitted construction site that is required to have a NPDES permit; and b. The supporl activity is not a commercial operation serving multiple unrelated construction projects, and does not operate beyond the complclion of the construction activity; and c. Appropriate controls and measures arc identified in the Stormwater Pollution Prcvention Plan (S W PPP) for the discharges from the supporl activity areas. 3. Non-Stormwater Discharges. The categories and sources of non-stormwater discharges identificd below are authorized conditionally, provided the discharge is consistent with the terms and conditions of this permit: a. b. c. d. e. f. b• h. i. J• k. Discharges from fire-tighting activities. Fire hydrant system 1lushing. Potable water, including uncontaminated water line flushing. Pipcline hydrostatic test water. Uncontaminated air conditioning or compressor condensat� Uncontaminated ground water or spring water. Uncontaminated excavation dewatering water (in accordance with S9.D.10). Uncontaminated discharges from foundation or footing drains. Water used to control dust. Permittees must minimi�e the amount of dust control watcr used. Routine external building wash down that does not use detergcnts. Landscape irrigation water. The SWPPP must adequately address all authorized non-stormwater discharges, except for discharges from tire-fiighting activities, and must comply with Special Constrtictr.'vn Stnrmwuter- Ceneral Per•mit — Decemher 1, 2010 Page 6 , ' ' , ' ' , ' 1 ' ' Condition S3. At a minimum, discharges from potable water (including water line flushing), fire hydrant system (lushing, and pipeline hydrostatic test water must undergo the following: dechlorination to a concentration of 0.1 parts per million (ppm) or less, and pH adjustment to within 6.5 — 8.5 standard units (su), if necessary. D. Prohibited Discharges: The following discharges to waters of the State, including ground water, are prohibited. 1. Concrete wastewater. �, 3. 4. 5. 6. 7. 8. Wastewater from washout and clean-up of stucco, paint, form release oils, curing compounds and other construction materials. Process wastewater as defined by 40 Code of Federal Regulations (CFR) 122.1 (see Appendix A of this permit). Slurry matcrials and wastc from shaft drilling. Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance. Soaps or solvenls used in vehicle and equipment washing. Wheel wash wastewater, unlcss discharged according to Spccial Condition S9. D.9.d. Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, unless managed according to Special Condition S9.D.10. E. Limits on Covera�e , Ecology may require any discharger to apply for and obtain coverage under an individual permit or another more specific general permit. Such alternative coverage will be required when Ecology determines that this CSWGP does not provide adequate ' assurance that water quality will be protected, or there is a reasonable potential for the project to cause or contribute to a violation of water quality standards. 1 , 1 ' C J , The following stormwater discharges are not covered by tihis permit: 1. Post-construction stormwater discharges that originate from the site af'ter completion of construction activities and the site has undergone final stabilization. 2. Non-point source silvicultural activities such as nursery operations, site preparation, reforestation and subsequent cultural treatment, thinning, prescribcd burning, pest and fire control, harvesting operations, surface drainage, or road construction and maintenance, from which there is natural runott as excluded in 40 CFR Subpart 122. Stormwater from any federal project or project on fedcral land or land within an Indian Reservation except for the Puyallup Reservation. Within the Puyallup Constr•t�ction Stormwater Gencrul Permit -- December 1, 2010 Page 7 � Reservation, any project that discharges to surface water on land held in trust by the federal govcrnment may be covered by this permit. 4. Stormwater f'rom any site covered under an existing NPDES individual permit in which stormwater management and/or treatment requirements are included for all stormwater discharges associated with construction activity. Stormwater from a site where an applicable Total Maximum Daily Load (TMDL) requirement specifically precludes or prohibits discharges from construction activity. S2. APl'L1CATlON RCQUIREMENTS A. Nermit Application Forms l. Notice ofi Intent Form/Timeline ' � ' , ' ' a. Operators o('new or prcviously unpermitted construction activities must submit a complete and accurate permit application (Notice of Intent, or NOI) � to Ecology. b. The operator must submit the NOI at least 60 days befiore discharging stormwater from construction activities and must submit it on or before the date of the first public notice (see Special Condition S2.B below for details). The 30-day public comment period required by WAC 173-226-130(5) begins on thc publication datc of thc second public notice. Unless Ecology responds to the complete application in writing, based on public comments, or any other relevant factors, coverage under the general permit will automatically commencc on thc thirty-tirst day following receipt by Ecology of a completed NOI, or the issuance date of this permit, whichever is later, unless Ecology specifies a later date in writing. c. Applicants who propose to discharge to a storm or sewer systcm operated by Seattle, King County, Snohomish County, Tacoma, Pierce County, or Clark County must also submit a copy of the NOI to the appropriate jurisdiction. d. If an applicant intcnds to use a Best Management Practice (BMP) selected on the basis of Special Condition S9.C.4 ("demonstrably equivalent" BMPs), the applicant must notify Ecology of its selcction as part of the NOI. In the event the applicant selects l3MPs after submission of the NO[, it must provide notice of the selection of an equivalcnt BMP to Ecology at least 60 days bcfore intended use ofi the equivalcnt BMP. Permittees must notify Ecology regarding any changes to the information provided on the NOI by submitting an updated NOI. Examples of such changes include, but are not limited to, i. changes to the Permittee's mailing address, ii. changes to the on-site contact person information, and Con.struction Stor°mwater General Pe�•mit — Deccmber 1, 2010 Page 8 � � ' 1 ' iii. changes to the arealacreage affected by construction activity. 2. Transfer of Covera e�orm The Permittee can transfer current coverage under this permit to one or more new operators, including operators of sites within a Common Plan of Development, provided the Permittee submits a Transfer ofi Coveragc Form in accordance with General Condition G9. Transfers do not require public notice. B. Public Notice For new or previously unpermitted construction activities, the applicant must publish a , public notice at least one timc each week for two consecutive weeks, at least 7 days apart, in a newspaper with general circulation in the county where the construction is to take place. The notice ►nust contain: ' , ' ' 2 3 A statement that "The applicant is seeking coverage under the Washington State Department of Ecology's Construction Stormwater NPDES and State Waste Discharge General Permit." The name, address and location of the construction site. The name and address of the applicant. 4. The type of construction activity that will result in a discharge (for example, residential construction, commercial construction, etc. j, and the number of acres to be disturbed. 5. The na►ne of the receiving water(s) (that is, the surface water(s) to which the site will ' discharge), or, if the discharge is through a storm sewer system, the name of the operator ofi the system. , ' 1 1 , LJ ' 6. Thc statement: "Any persons desiring to present their views to the Washington State Department of Ecology regarding this application, or interested in Ecology's action on this application, may notify Ecology in writing no later than 30 days oPthe last date of publication of this notice. Ecology reviews public comments and considers whether discharges from this project would cause a measurable change in receiving water quality, and, ifi so, whether the project is necessary and in the overriding public intcrest according to Tier [I antidegradation requirements under WAC 173-201 A-320. Comments can be submitted to: Department ofi Ecology, P.O. Box 47696, Olympia, WA 98504-7696 Atm: Water Quality Program, Construction Stormwater." Constr•uctiofz Sto�•mwuler Gerreral Permit — Decembc�r 1, 2010 � Page 9 C. Erosivity Waiver Construction sitc operators may qualify for an erosivity waiver from the CSWGP iPthe following conditions are met: 1. The site will result in the disturbance of fcwer than 5 acres and the site is not a portion of a common plan of developmenl or sale that will disturb 5 acres or greater. 2. Calculation of Erosivity "R" Factor and Rcgional Timeframe: a. The project's rainfall erosivity fiactor ("R" Factor) must be less than 5 during the period of construction activity, as calculated using either the Texas A&M University online rainfall erosivity calculator at: I�tlp:r/ei.��tmu.edu/ or EPA's calculator at I�it��:!!cfpub.e��a.<�ov/npdcs'storiliwateri le��-; le���calcuiator.ctn�. The period of construction activity starts when the land is first disturbed and ends with final stabilization. In addition: b. The entire period of construction activity must fall within the fiollowing timeframes: For sites west of the Cascades Crest: June 15 — September 15. ii. For sites east of'the Cascades Crest, excluding the Central Basin: June 15 — October 15. iii. For sites east of the Cascades Crest, within the Central Basin: no additional timeframe restrictions apply. The Central Basin is deiined as thc portions of Eastern Washington with mean annual precipitation of less than 12 inches. For a map of thc Central Basin (Rebion 2), refer to httpJh��ti��w.ec.v.wa.�;ov/puhs; ecv07020?.t�d i: 3. Construction site operators must submit a complete Erosivity Waiver certitication form at least one week before disturbing the land. Cerlification must include statements that the operator will: a. L.'' Comply with applicable local stormwater requirements; and Implement appropriate erosion and sediment control BMPs to prevent violations of water quality standards. 4. This waiver is not available for facilities declared significant contributors of pollutants as detined in Special Condition SI.B.I.b. 5. This waiver does not apply to construction activitics which include non- stormwater discharges listed in Special Condition S 1.C.3. 6. If construction activity extends beyond the cerlified waiver period fior any reason, the operator must either: a. Recalculate the rainfall erosivity "R" factor using the original start date and a new projected ending date and, if the "R" factor is still under 5 and the entire Corr.slrtiction .Stormtivater Generul Permit — December 1, 2010 Page 10 ' 1 ' ' , ' ' 1 , project falls within the applicable regional timeframe in Special Condition S2.C.2.b, complete and submit an amended waiver certification form before the original waiver expires; or b. Submit a complete permit application to Ecology in accordance with Special Condition S2.A and B before the end of the cerlitied waiver period. S3. COMPLiANCE W1TH STANDARDS A. Discharges must not cause or contribute to a violation of surfiace water quality standards (Chapter 173-201 A WAC), ground water quality standards (Chapler 173-200 WAC), sediment management standards (Chapter 173-204 WAC), and human health- based criteria in the National Toxics Rule (40 CFR Part 131.36). Discharges not in compliance with these standards are not authorized. B. Prior to the dischar�;e oi'stormwater and non-stormwater to waters of the State, the Permittee must apply all known, available, and reasonable methods of prevention, control, and treatment (AKART). This includes the preparation and implementation of an adequate Stormwater Pollution Prevention Plan (SWPPP), with all appropriate BMPs installed and maintained in accordance with the SWPPP and the terms and conditions of this permit. C. Ecology presumes that a Permittee complies with water quality standards unless ' discharge monitoring data or other site-spccific information demonstrates that a discharge causes or contributes to a violation of water quality standards, when the Permittee complies with the following conditions. The Permittee must fully: � ' ' ' ' ' , � 1. Comply with all permit conditions, including planning, sampling, monitoring, reporting, and recordkeeping conditions. 2. Implement stormwater BMPs contained in stormwater management manuals published or approved by Ecology, or BMPs that are demonstrably equivalent to BMPs contained in stormwater technical manuals published or approved by Ecology, including the proper selection, implementation, and maintenance of all applicable and appropriate BMPs for on-site pollution control. (For purposes of this section, the stormwater manuals listed in Appendix 10 of the Phase I Municipal Stormwater Permit are approved by Ecology.) D. Where construction sites also discharge to ground water, the ground water discharges must also meet the terms and conditions of this CSWGP. Permittees who discharge to ground water through an injection well must also comply with any applicable requirements of the Underground Injection Control (U IC) regulations, Chapter 173-218 W AC. Constructiorr Stormwuter General Permit — Dc�cember 1, 2010 ' Page 1 1 � S4. MONITORING REQUIREMENTS, BENCHMIVIARKS AND REPORTING T1tIGGERS Table 3. Summary of Primary Monitoring Requirements Size of Soil Weekly Site Weekly Weekly Weekly pH Requires Disturbance' Inspections Sampling w/ Sampting w/ Sampling CESCL Turbidity Transparency Certification? Meter Tube Sites that disturb Required Not Required Not Required Not Required No less than 1 acre, but are part of a larger Common Plan of Development Sites that disturb 1 Required Sampling Req — Required Yes acre or more, but either method fewer than 5 acres Sites that disturb 5 Required Required Not Required Required Yes acres or more A C' Site Lo� Book The Permittee must maintain a site log book that contains a record of thc implementation of the SWPPP and other permit requirements, including tlie installation and maintenance of BMPs, site inspections, and stormwater monitoring. Site InsQections The Perniittee's (operator's) site inspections must include all areas disturbed by construction activities, all BMPs, and all stormwater discharge points. (See Special Conditions S4.B.3 and [3.4 below for detailed requirements of the Permittee's Certified Erosion and Sediment Control Lead [CESCL]). � Soil discurbance is calculated by adding together all areas affected by construction activity. Construction activity means clearing, grading, excavation, and any other activity that disturbs the surFace ofthe land, including ingress/cgress from the site. ` If construction activity results in the disturbance of I acre or more, and involves significant concrete work ( I,000 cubic yards oPpoured or recycled concrete over the life of a project) or the use of engineered soils (soil amendments including but not limited to Portland cement-treated base [CTB], cement kiln dust [CKD], or fly ash), and stormwater from the affected area drains to surface waters of the State or to a stonn sewer stormwater coflection system that drains to other surface waters of the State, the Permittee must conduct pH monitoring sampling in accordance with Special Condition S4.D. � ; Sites with one or more acres, but fewer than 5 acres of soil disturbance, must conduct turbidity or transparency sampling in accordance with Special Condition S4.C. '' Sites equal to or greater than 5 acres of soil disturbance must conduct turbidity sampling using a turbidity meter in accordance with Special Condition S4.C. � ' Con.struction Stormwater Genes°al Yermit — Decemher 1, 2010 Pagc 12 , , ' L� � � �� � ' Construction sitcs one acre or larger that discharge stormwatcr to surface waters of the State must have site inspections conducted by a certified CESCL. Sites less than one acre may have a person without CESCL certification conduct inspections; sampling is not required on sites that disturb less than an acre. The Permittee must examine stormwatcr visually for the presence of suspended sediment, turbidity, discoloration, and oil shecn. Thc Permittce must evaluate thc effectiveness of BMPs and determine i1'it is necessary to install, maintain, or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, the Permittec must correct the problems identified by: a. Reviewing the SWPPP for compliance with Special Condition S9 and making appropriate revisions within 7 days of the inspcction. b. Immediately beginning the process of fully implcmenting and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems no later than within ] 0 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Pcrmittee within the initial 10-day response period. Documenting BMP implementation and maintenance in the site log book. � � , 2. The Permittee must inspect all areas disturbed by construction activities, all BMPs, and all stormwater discharge points at least once every calendar week and within 24 hours of any discharge from the site. (For purposes of this condition, individual discharge events that last morc than one day do not require daily inspections. For example, if a stormwater pond discharges continuously over the course of a week, only one inspection is required that week.) The Permittee may reduce the inspection frequency for temporarily stabilized, inactive sites to once every calendar month. , 3. The Permittee must have staff knowledgeable in the principles and practices of erosion and sediment control. The CESCL (sites one acre or more) or inspector (sites less than one acre) must have the skills to assess the: � � a. Site conditions and construction activities that could impact the quality of stormwater, and b. Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. ' 4. The SWPPP must identify the CESCL or inspector, who must be present on site or on-call at all times. The CESCL must obtain this certification through an approved erosion and sediment control training program that meets the minimum training , standards established by Ecology (see BMP C160 in the manual referred to in Special Condition S9.C.1 and 2). ' Construction Stormwuter• Generul Permit - Decemher 1, 2010 ' Page 13 5. The Permittee must summarize the results of each inspection in an inspection report or checklist and enter the report/checklist into, or attach it to, the site log book. At a minimum, each inspection report or checklist must include: a. Inspection date and time. b. Weather information, the general conditions during inspection and the approximate amount of precipitation since the last inspection, and precipitation within the last 24 hours. c. A summary or list ofi all implemented BMPs, including obscrvations of all erosion/sediment control structures or practices. d. A description oi�the locations: Of BMPs inspected. ii. Of BMPs that need maintenance and why. iii. Of E3MPs that failed to operate as designed or intended, and iv. Where additional or different BMPs are needed, and why. e. A description of stormwater discharged from the site. The Pennittee must note the presence of suspended sediment, turbidity, discoloration, and oil sheen, as applicable. f. Any water quality monitoring performed during inspection. g. General comments and notes, including a brief description of any BM P repairs, maintenancc or installations made following the inspection. h. A summary report and a schedule of i►nplementation of the remedial actions that the Permittee plans to take if the site inspection indicates that the site is out of compliancc. The remedial actions taken must meet the requirements of the S W PPP and the perm it. The name, title, and signature of the person conducting the site inspection, a phone number or other reliable method to reach this person, and the following statement: "I certify that this report is true, accurate, and complete to the best of my knowledge and beliet'." C Turbidity/Transparency Samplin�quirements Sampling Methods a. If construction activity involves the disturbance of 5 acres or more, the Permittee must conduct turbidity sampling per Special Condition S4.C. b. if construction activity involves 1 acre or more but fewer than 5 acres of soil disturbance, the Permittee must conduct either transparency sampling or turbidity sampling per Special Condition S4.C. Constrzrction Stnrmwcrter Gcnera/ Permi/ — Decembef l, 2010 Page 14 1 ' ' � � ' 1 L ' , ' ' � ' ' � C � 1 � �, � Sampling Frequency a. The Permittee must sample all discharge locations at least once every calendar week when stormwatcr (or authorized non-stormwater) discharges trom the site or enters any on-site surfiace waters of thc state (for example, a creek running through a site). b. Samples must be representative of the flow and characteristics of the discharge. c. Sampling is not required when there is no discharge during a calendar week. d. Sampling is not required outside of normal working hours or during unsafe conditions. � If the Permittee is unable to sample during a monitoring period, the Permittee must include a brief explanation in the monthly Discharge Monitoring Report (DMR). f. Sampling is not required before construction activity begins. Sampling Locations a. Sampling is required at all points where stormwater associated with construction activity (or authori�ed non-stormwater) is discharged ofif site, including where it enters any on-site surface waters of the state (for example, a creek running through a site). b. Thc Permittee may discontinue sampling at discharge points that drain areas ofi the project that are fully stabilized to prevent erosion. c. The Permittee must identify all sampling point(s) on the SWPPP site map and clearly mark these points in the tield with a tlag, tape, stake or other visible marker. d. Sampling is not required for discharge that is sent directly to sanitary or combined sewer systems. Sampling and Analysis Methods a. The Permittee performs turbidity analysis with a calibrated turbidity meter (turbidimeter) either on site or at an accredited lab. The Permittee must record the results in the site log book in nephelometric turbidity units (NTU). b. The Permittee performs transparency analysis on site with a 1'/4-inch- diameter, 60-centimeter (cm)-long transparency tube. The Permittee will record the results in the site log book in centimeters (cm). Transparency tubes are available from: htt�://watennonitorin�equi�.coin/pa�es/stream.html. Cvnstratction Stormwater General Permit -- December 1, 2010 Page 15 �� Table 4. Monitoring and Reporting Requirements Parameter Unit Analytical Method Sampling Benchmark Phone Frequency Value Reporting Trigger Value Turbidity NTU SM2130 or EPA Weekly, if 25 NTU 250 NTU 180.1 discharging Transparency cm Manufacturer Weekly, if 33 cm 6 cm instructions, or discharging Ecology guidance 5. Turbidity/Transparency Benchmark Valucs and Reporting Triggers a. The benchmark value for turbidity is 25 NTU or less. The benchmark value for transparency is 33 centimeters (cm). Note: Benchmark values do not apply to discharges to segments of water bodies on Washington State's 303(d) list (Category 5) for turbidity, fine sediment, or phosphorus; these discharges arc 5ubject to a numeric effluent limil for turbidily. Refer lo Special Condition S8 for morc information. Turbidit�26 — 249 NTU, or Transparency 32 — 7 cm: Ifi the discharge turbidity is 26 to 249 NTU; or if discharge transparency is less than 33 cm, but equal to or greater than 6 cm, thc Permittee must: Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the date the discharge exceeded thc benchmark. � ii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems �vithin 10 days of the date the dischargc exceeded the benchmark. [f' installation of necessary treatment BMPs is not fcasible within 10 days, Ecology may approve additional time whcn the Permittee requests an extension within the initial 10-day response period. iii. Document BMP implementation and maintenance in the site log book. Turbiditv 250 NTU or �reater, or Transparencv 6 cm or less: If a discharge point's turbidity is 250 NTU or greater, or if discharge transparency is less than or equal to 6 cm, the Permittee must complete the reporting and adaptive management process described below. Tclephone the applicable Ecology Rcgion's Environmental Report Tracking System (ERTS) number within 24 hours, in accordance with Special Condition SS.F. • Central Region (Okanogan, Chelan, Douglas, Kittitas, Yakima, Klickitat, Benton): (509) 575-2490 Construction Stormwater General Permit — December 1, 2010 Page 16 1 , , 1 ' • Eastern Region (Adams, Asotin, Columbia, Ferry, Franklin, Gartield, Grant, Lincoln, Pend Oreille, Spokane, Stevens, Walla Walla, Whitman): (509) 329-3400 • Northwest Region (Kitsap, Snohomish, Island, King, San Juan, Skagit, Whatcom): (425) 649-7000 • Southwest Region (Grays Harbor, Lewis, Mason, Thurston, Pierce, ' Clark, Cowlitz, Skamania, Wahkiakum, Clallam, Jefierson, Pacific): (360)407-6300 ' Thesc numbers are also listed at the following web site: htt .:;;�y«��v.cr�-.�a•a,. �ov/ ru ram5!�v istormwatericonslructit�n!pern�it.html ii. Review the SWPPP for compliance with Special Condition S9 and make , appropriatc revisions within 7 days of the date the discharge exceeded the benchmark. ' � ' ' iii. Immediately begin the process to fully implement and maintain appropriate source control and/or treatment BMPs as soon as possible, addressing the problems within 10 days of the date the dischargc exceeded the benchmark. If installation of necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when the Permittee requests an extension within the initial 10-day response period. iv. Document BMP implementation and maintenance in the site log book. v. Continue to sample discharges daily until: a) Turbidity is 25 NTU (or lower); or ' � , [J ' ' ' ' b) Transparency is 33 cm (or greater); or c) The Permittee has demonstrated compliance with the watcr quality limit for turbidity: 1) No more than 5 NTU over background turbidity, if background is less than 50 NTU, or 2) No more than 10% over background turbidity, if background is 50 NTU or greater; or d) The discharge stops or is eliminated. D. pH Sampling Requirements -- Si�nificant Concrete Work or Engineered Soils If construction activity results in the disturbance of 1 acre or more, and involves significant concrete work (significant concrete work means greater than 1000 cubic yards poured concrete or recycled conerete used over the life of a project ) or the use of engineered soils (soil amendments including but not limited to Portland cement-trcated base [CTB], cement kiln dust [CKD], or fly ash), and stormwater from the affected area Construction Stormwuter General Permit — I�ecember I, 2010 Page 17 drains to surface waters of the State or to a storm sewer system that drains to surface waters of the state, the Permittee must conduct pH monitoring as set forth below. Note: In addition, discharges to segments of water bodics on Washington State's 303(d) list (Category 5) for high pH are subject to a numeric e('tluent limit for pH; refer to Special Condition S8. I. For sites with signiiicant concrete work, the Permittee must begin the pH monitoring period when the concrete is tirst poured and exposed to precipitation, and continue weekly throughout and after the concrete pour and curing period, until stormwater pH is in the range ofi 6.5 to 8.5 (su). 2. For sites with enginccred soils, the Permittee must begin the pH monitoring period when the soil amendments are first exposed to precipitation and must continue until the area of engineered soils is fully stabilized. 3. During the applicable pH monitoring period defined above, thc Permittee must obtain a representative sample of stormwater and conduct pH analysis at least once per week. 4. The Permittee must monitor pH in the sediment trap/pond(s) or other locations that receive stormwater runoff from the area ol'significant concrete work or engineered soils before the stormwater discharges to surf'ace waters. 5. The benchmark value for pH is 8.5 standard units. Anytime sampling indicates that pH is 8.5 or greater, the Permittee must either: a. Prevent the high pH water (8.5 or above) from entering storm sewer systems or surface waters; or b. If necessary, adjust or neutralize the hi�h pH water until it is in the range of pH 6.5 to 8.5 (su) using an appropriate treatment I3MP such as carbon dioxide (CO�) sparging or dry ice. The Permittee must obtain written approval from Ecology before using any form ol'chcmical treatment other than COZ sparging or dry ice. 6. The Permittee must perform pH analysis on site with a calibrated pH meter, pH test kit, or wide range pH indicator paper. The Permittee must record pH monitoring results in the site log book. Construction Stormtivater General Permit — Dc�cerrtber 1, 2010 Page 18 , 1 ' S5. REPORTING AND RECORDKEEPiNG REQUIREMENTS A. Hi�h Turbidity Phone Reporting , Anytime sampling performed in accordancc with Special Condition S4.0 indicates turbidity has reached the 250 NTU phone reporling lcvel, the Permittee must call Ecology's Regional oitice by phone within 24 hours ol'analysis. The web site is ' http:�-www.ecv.��a.�,�ov;progr�.tn�s/wq%'stormevater/cc�n5tructionipermit_htmf. Also see phonc numbers in Special Condition S4.C.S.b.i. ' t B. DischarC e Monitorin�; Rcports Permittees required to conduct water quality sampling in accordance with Special Conditions S4.0 (Turbidity/Transparency), S4.D (pH), S8 (303[d]/TMDL sampling), and/or G 13 (Additional Sampling) must submit the results to Ecology. Permittees must submit monitoring data using Ecology's WebDMR program. To find , out more information and to sign up for WebDMR go to: http:./.!w���w.ec��.�va.�ov/pro��ramsiwqipermits,� �k ari,s/wcbdilir.html. ' Permittees unable to submit elcctronically (for example, those who do not have an internet connection) must contact Ecoloby to request a waiver and obtain instructions on how to obtain a paper copy DMR at: ' Mailing Address: Department of Ecology Water Quality Program ' Attn: Stormwater Compliance Specialist PO Box 47696 ' � , � Olympia, WA 98504-7696 Permittees who obtain a waiver not to use WebDMR must use the forms provided to them by Ecology; submittals must bc mailed to the address above. Permittees shall submit UMR forms to be received by Ecology within 15 days following the end of each month. If thcre was no discharge during a given monitoring period, all Permittees must submit a DMR as required with "no discharge" entercd in place of the monitoring results. For more information, contact Ecology staff using information provided at the following web site: http:�/���w��.ecv.w . ills/r�sponse/assistancesoil C. Records Retention ' The Pennittee must retain records of all monitoring information (site log book, sampling results, inspection reports/checklists, etc.), Stormwater Pollution Prevention Plan, and any other documentation of compliance with permit requirements for the , entire life of the construction project and for a minimum of three years following the termination of permit coverage. Such information must include all calibration and maintenance records, and records of'all data used to complete the application for this ' � Cnn.struction Stormwater Genercrl Per-mit — Decembc�r 1, 2010 Page 19 permit. This period of retention must be extended during the course of any unresolved litigation regarding the discharge of pollutanls by the Permittee or when requested by Ecology. D. Recordin� Rcsults For each measurement or sample taken, the Permittee tnust record the following infiormation: Date, place, method, and timc of sampling or measurement. 2. 3. 4. 5. 6. E. The first and last name of the individual who performed the sampling or measurcment. The date(s) the analyses were performed. The fiirst and last name of the individual who performed the analyses. The analytical techniques or methods used. The resulls of all analyses. Additional Moniloring bv the Permittee lf the Permittec monitors any pollutant more Frequently than required by this permit using test procedures specified by Special Condition S4 of this permit, the results of this monitoring must be included in the calculation and reporting of the data submitted in the Permittee's DMR. F. Noncompliance Notification In the event the Permittee is unable lo comply with any part ofi thc terms and conditions of this permit, and the resulting noncompliance may cause a threat to human health or the environment, the Permittee must: Immediately notify Ecology of the failure to comply by calling the applicable Regional offiice ERTS phone number (tind at htt. :!!tvww.ecy.wa.�ov%pro��rait�s/spil{s%response!assist.ancesoil%,?Oma�.pdt) or refer to Special Condition S4.C.S.b.i. 2. Immediately take action to prcvent the discharge/pollution, or otherwise stop or correct the noncompliance, and, if applicable, repeat sampling and analysis of any noncompliance immcdiately and submit the results to Ecology within five (5) days of becoming aware of the violation. 3. Submit a detailed written report to Ecology within five (5) days, unless requested earlier by Ecology. The report must contain a description of the noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to continuc; and the steps taken or planned to reduce, eliminate, and prevenl reoccurrence of the noncompliance. Constritction Slor°mwcrter Gencr•al Pe�•nait — Decernber 1, 20.10 Page 20 1 , , Compliance with these requirements does not relieve the Pennittee from , responsibility to maintain continuous compliance with the terms and conditions of this permit or thc resulting liability for failure to comply. Refer to Scction G 14 of this permit for specific information regarding non-compliance. ' G. Access to Plans and Records The Permittee must report any unanticipated bypass and/or upset that exceeds any efflucnt limit in the permit in accordancc with the 24-hour reporting rcquirement contained in 40 C.F.R. 122.41(1)(6)). 1. The Permittee must retain the following permit documentation (plans and records) / on site, or within reasonable access to the site, for use by the operator or for on-site review by Ecology or the local jurisdiction: , a. b. c. d. General Permit. Permit Coverage Letter. Stormwater Pollution Prevention Plan (SWPPP). Site Log Book. ' ' � � 1 ' ' , � ' , �I 2. The Permiriee must address written requests for plans and records listed above (Special Condition SS.G.1) as fol lows: a. The Permittee must provide a copy of plans and records to Ecology within 14 days of receipt of a written request from Ecology. b. The Permittee must provide a copy of plans and records to the public when requested in writing. Upon receiving a writtcn request from thc public for the Permittee's plans and records, the Permittee must either: i. Provide a copy of the plans and records to the requester within 14 days of a receipt of the written request; or ii. Notify the requester within 10 days of receipt of the written request of the location and times within normal business hours when the plans and records may be viewed; and provide access to lhe plans and records within 14 days of receipt of'the written request; or Within 14 days of receipt of the written rcquest, the Permittee may submit a copy of the plans and records to Ecology for viewing and/or copying by the requester at an Ecology office, or a mutually agreed location. I f plans and records are viewed and/or copied at a location other than at an Ecology offiice, the Permittee will provide reasonable access to copying services for which a reasonable fee may be charged. The Permittee must notify the requester within 10 days of receipt ol'the request where the plans and records may be viewed and/or copied. Constr•zsction Stormwuter General Permit — December• 1, ZO10 Page 21 S6. PERMIT FEES The Permittee must pay permit fees assessed by Ecology. Fees for stormwater discharges covered under this permit are established by Chapter 173-224 WAC. Ecology continues to assess permit fees until the permit is terminated in accordance with Special Condition S10 or revoked in accordance with General Condition G5. S7. SOLID AND LIQUID WASTE ll1SPOSAL The Permittee must handle and dispose of solid and liquid wastes generated by construction activity, such as demolition debris, construction materials, contaminated materials, and waste materials from maintenance activities, including liquids and solids irom cleaning catch basins and other stormwaler facilities, in accordance with: A. Special Condition S3, Compliance with Standards. B. WAC 173-216-110. C. Other applicable regulations. S8. D�SCHAItGF,S 'I'O 303(D) OR 'TMDL WA'�'ER 1301)lES A. Samplin� and Numeric Efitluent Limits For Certain Uischar�es to 303(d)-listed Water Bodies � Permittees who discharge to scgments of water bodies listed as impaired by thc State of Washington under Section 303(d) of the Clean Water Act ior turbidity, fine sediment, high pH, or phosphorus, must conduct water quality sampling according to the requirements of this section, and Special Conditions S4.C.2.b-fi and S4.C.3.b-d, and must comply with the applicable numeric efFluent limitations in S8.0 and S8.D. 2. All refierences and requirements associated with Section 303(d) ofthe Clean Water Act mean the most current listing by Ecology of impaired waters (Category 5) that exists on January l, 201 1, or the date when the operator's complete permit application is received by Ecology, whichever is later. B. Limits on Covera�e for New Dischar�es to TMDL or 303(d)-listed Waters Operators of construction sites that discharge to a 303(d)-listed water body are not eligible for coverage under this permit:inless thc operator: Prevents exposing stormwater to pollutants for which the water body is impaired, and retains documentation in the SWPPP that details procedures taken to prevent exposure on site; or 2. Documents that the pollutants for which the water body is impaired are not present at the sitc, and retains documentation oi'this tinding within the SWPPP; or Con.strttction Stormivutc�r Gener-ul Permit- l�ecemher 1, 2010 Page 22 , ' ' 3. Provides Ecology with data indicating the discharge is not expected to cause or contribute to an exceedance of a water quality standard, and retains such data on site with the SWPPI'. The operator must provide data and other technical information to Ecology that sufficiently demonstrate: ' a. For dischargcs to waters without an EPA-approved or -established TMDL, that the dischargc of the pollutant for which the water is impaired will meet in-stream water quality criteria at the point of discharge to the water body; or ' 1 , , � ' 1 ' ' ' ' 1 ' ' � b. For discharges to waters with an EPA-approved or -established TMDL, that there is sufficient remaining wasteload allocation in lhe TMDL to allow construction stormwater discharge and that existing dischargers to the water body are subject to compliance schedules designed to bring the water body into attainment with water quality standards. Operators of construction sites are eligible fior coverage undcr this permit if Ecology issucs permit coverage based upon an affirmative determination that the dischar�e will not cause or contribute to the existin� impairmcnt. C. Samplin� and Numcric Effluent Limits for Dischar�es to Water Bodies on the 303(d) List for Turbidit� Fine Sediment, or Phosphorus 1. Permittees who discharge to segments o1'water bodies on the 303(d) list (Category 5) for turbidity, fine sediment, or phosphorus must conduct turbidity sampling in accordance with Special Condition S4.C.2 and comply with either of the numeric , effluent limits noted in Table 5 bclow. 2. As an alternative to the 25 NTU effluent limit noted in Table 5 below (applied at the point where stormwater [or authorized non-stormwater] is discharged oft=site), permittees may choose to comply with the surface water quality standard fior turbidity. The standard is: no more than 5 NTU over background turbidity when the background turbidity is 50 NTtJ or less, or no more than a 10% increase in turbidity when the background turbidity is more than 50 NTiJ. In order to use the water quality standard requirement, the sampling must take place at the following locations: a. Background turbidity in the 303(d)-listed receiving water immediately upstream (upgradient) or outside the area of influence of the discharge. b. Turbidity at thc point of discharge into the 303(d)-listed receiving water, inside the area of influence of the discharge. Discharges that exceed the numeric effluent limit for turbidity constitute a violation of this permit. 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notitication requirements in Special Condition SS.F. Construction Storm►vuter General Permit - December I, 2010 Page 23 ' Table 5. Turbidity, Fine Sediment & Phosphorus Sampling and Limits for 303(d)-Listed Waters Parameter identified Parameter Unit Analytical Sampling Numeric Effluent in 303(d) listing Sampled Method Frequency Limit' • Turbidity Turbidity NTU SM2130 or Weekly, if 25 NTU, at the point • Fine Sediment EPA180.1 discharging where stormwater is . Phosphorus discharged from the site; OR In compliance with the surface water quality standard for turbidity (S8.C.1.a) 'Permittees subject to a numeric effluent limit for turbidity may, at their discretion, choose either numeric effluent limitation based on site-specific considerations including, but not limited to, safety, access and convenience. D. Dischar�es to Water Bodies on the 303(d) List for Hi�h pH l. Permittees who discharge to segments ol'water bodies on thc 303(d) list (Category 5) for high pH must conduct pH sampling in accordance with the table below, and comply with the numeric effluent limit of pH 6.5 to 8.5 su (Table 6). Table 6. pH Sampling and Limits for 303(d)-Listed Waters Parameter identified in Parameter Analytical Sampling Numeric Effluent ----- - - - - - -- -----._...--- -- ---- -- 303(d) listing SampledlUnits — Metfiod – -- F�equency ---- Lim�t -- ---- High pH pH /Standard pH meter Weekly, if In the range of 6.5 — Units discharging 8.5 � 1 �� 1 1 ' � � � 2. At the Permittee's discretion, compliance with the limit shall be assessed at onc of � the following locations: a. Directly in the 303(d)-listcd water body segment, inside the immcdiate arca of influence of the discharge; or , b. Alternatively, the permittee may measure pH at the point where the discharge leaves the construction site, rather than in the receiving water. � 3. Discharges that exceed the numeric effluent limit for pH (outside the range of 6.5 – 8.5 su) constitute a violation of this permit. � 4. Permittees whose discharges exceed the numeric effluent limit shall sample discharges daily until the violation is corrected and comply with the non- compliance notification requirements in Special Condition SS.F. G�nstrtsction Stormtivater Genef•al Permit -- Decernher 1, 2010 Page 24 � 1 ' 1 � 1 ' ' ' ' 1 , , ' ' 1 ' ' 1 ' � C� � ' E. Samplin� and Limits for Sites Discharging to Waters Covered bv a TMDL or Another Pollution Control Plan Discharges to a water body that is subject to a Total Maximum Daily Load (TMDL) f'or turbidity, fine sediment, high pH, or phosphorus must be consistent with the TMDL. Refer to http:;%www.ccr�.���a.�,�ov[ �rct ��;ramsiwq/tmdl/index.html for more information on TMDLs. a. Where an applicable TMDL sets specific waste load allocations or requirements tor discharges covered by this permit, discharges must be consistent with any specific waste load allocations or requirements established by the applicable TMDL. The Permittee must sample discharges weekly or as otherwise specitied by the TMDL to evaluate compliance with the specific waste load allocations or requirements. ii. Analytical methods used to meet the monitoring requirements must conform to the latest rcvision of the Guidelines Establishing Tcst Procedures for the Analysis of Pollutants contained in 40 CFR Part 136. Turbidity and pH methods nced not be accredited or registered unless conducted at a laboratory which must otherwise be accredited or registered. b. Where an applicable TMDL has established a general waste load allocation for construction stormwater discharges, but has not identified specitic requirements, compliance with Special Conditions S4 (Monitoring) and S9 (SWPPPs) will constitute compliance with the approved TMDL. c. Where an applicable TMDL has not specified a waste load allocation for construction stormwater discharges, but has not excluded these discharges, compliance with Special Conditions S4 (Monitoring) and S9 (SWPPPs) will constitute compliance with the approved TMDL. d. Where an applicable TMDL specifically precludes or prohibits discharges f'rom construction activity, the operator is not eligible for coverage under this permit. 2. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphorus that is compteted and approved by EPA befiore January l, 201 l, or before the date the operator's complete permit application is received by Ecology, whichever is later. TMDLs completed after the operator's complete permit application is received by Ecology become applicable to thc Permittee only if they are imposed through an administrative order by Ecology, or through a modification of permit coverage. Construction Stormivater Generul Permit — Decemher 1, 2010 Page 25 S9. STORMWATF.R POLLUTiON PREVENTION PLAN The Permittee must prepare and properly implement an adequate Stormwater Pollution Prevention Plan (SWPPP) for construclion activity in accordance with the requirements of this permit beginning with initial soil disturbance and until final stabilization. � A. The Permittee's SWPPP must meet the followin�jectives: 1. To implement best management practices (BMPs) to prevent erosion.,and sedimentation, and to identify, reduce, eliminate or prevent stormwater contamination and water pollution from construction activity. 2. To prevent violations of surface water quality, ground water quality or sediment management standards. � To control peak volumetric tlow rates and velocities of stormwater discharges. B. General R.equirements 1. The SWPPP must include a narrative and drawings. All BMPs must be clearly referenced in the narrativc and marked on the drawings. The SWPPP narrative must include documentation to explain and justify the pollution prevention decisions made for the project. Documentation must include: lnformation about existing site conditions (topography, drainage, soils, vegetation, etc.). � d Potential erosion problem areas. The 12 elements of a S W PPP in Special Condition S9. D.1-1 ?, including BMPs used to address each elemcnt. Construction phasing/sequence and general BMP implementation schedule. e. The actions to bc taken if [3MP performancc goals are not achieyed—for example, a contingency plan for additional treatment and/or storage of stormwater that would violate the water quality standards if discharged. fi. Engineering calculations for ponds and any other designed structures. 2. The Perntittee must modify the SWPPP if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is, or would be, ineffective in eliminating or signiticantly minimizing pollutants in stormwater discharges from the site. The Permittee must then: a. Review the SWPPP for compliance with Special Condition S9 and make appropriate revisions within 7 days of the inspection or investigation. b. Immediately begin the process to fiully implement and maintain appropriate source control and/or treatmcnt BMPs as soon as possible, addressing the problems no later than 10 days from the inspection or investigation. If Construction Stormwatcr Gene�-ul Permit - Dccember l, 2010 Page 26 installation o{'necessary treatment BMPs is not feasible within 10 days, Ecology may approve additional time when an extension is requested by a Pennittee within the initial l0-day response period, c. Document BMP implementation and maintenance in the sile log book. The Permittec must modify thc SWPPP whenever there is a change in design, construction, operation, or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the State. C. Stormwater E3est Mana�ement Practices (BMPs) [3MPs must be consistent with: Stormwater Managcment Manual {'or Western Washinglon (most recent edition), for sites west o1'the crest of the Cascade Mountains; or 2. Stormwater Management Manual for Eastern Washington (most rccent edition), for sites east of the crest of the Cascade Mountains; or 3. Revisions to the manuals listed in Special Condition S9.C.1. & 2., or other stormwater management guidance documents or manuals which provide an equivalent level of pollution prevention, that are approved by Ecology and incorporated into this permit in accordance with the permit modification requirements of WAC 173-226-230; or 4. Documentation in the S W PPP that the BM Ps selected provide an equivalent level of pollution prevention, compared to the applicable Stormwater Management Manuals, including: a. The technical basis fior the selection of all stormwater BMPs (scientific, technical studies, and/or modeling) that support the performance claims for the BMPs being selected. b. An assessment of how the selected BMP will satisfy AKART requirements ' and thc applicable fiederal technology-based treatment requirements under 40 CFR part 125.3. ' ' ' 1 ' �� D. SWPPP —Narrative Contents and Requircments The Permittee must includc each of the 12 elements below in Special Condition S9.D.1- 12 in the narrative ofthe SWPPP and implement them unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the SWPPP. l. Preserve Vegetalion/Mark Clearing Limits a. Before beginning land-disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. Con.struction Stormu.�ater General Permit — Dec•ember 1, 2010 Page 27 b. Rctain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. 2. Establish Construction Access F� 0 c. Limit construction vehicle access and exit to one route, if possible. Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking sediment onto roads. Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. d. If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more f requently. as necessary (for example, during wet weather). Remove sediment from roads by shoveling, sweeping, or pickup and transport of the sediment to a controlled sediment disposal area. e. Conduct street washing only after sediment removal in accordance with Special Condition S9.D.2.d. Control street wash wastewater by pumping back on site or otherwise preventing it from discharging inlo systems tributary to waters of lhe State. 3. Control Flow Rates a. Protect properties and waterways downstream of deve(opment sites from erosion and thc associated discharge of turbid waters duc to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site, as required by local plan approval authority. b. Where necessary to comply wilh Spccial Condition S9.U.3.a, construct stormwater retention or detention facililies as one of the tirst steps in grading. Assure that detention facilities (unction properly before constructing site improvements (for example, impervious surfaces). If permancnl infiltration ponds are used for filow control during construction, protect these facilitics from siltation during the construction phase. 4. Install Sedimcnt Controls The Permittee must design, install and maintain effective erosion controls and sediment controls to minimi�e the discharge of pollutants. At a minimum, the Permittee must design, install and maintain such controls to: a. Construct sediment control BMPs (sediment ponds, traps, fiilters, etc.) as one of the tirst steps in grading. These BMPs must be functional before other land disturbing activities take place. b. Minimize sediment discharges from the site. The design, installation and maintenance ofi erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of Constrtrctiof� Stnrmwuter Gcneral Permit — December 1, 2010 Page 28 � , , , ' � ' ' , ' ' , ' ' resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. c. Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or beiore discharge to an infiltration facility. Runoff' from fully stabilized areas may be dischargcd without a sediment removal BMP, but must meet the flow control performance standard of Special Condition S9.D.3.a. d. Locate BMPs intended to trap sediment on site in a manner to avoid interference with the movement oi'juvenile salmonids attempting to enter ot� channel areas or drainages. e. Provide and maintain natural buifers around surface waters, direct stormwater to vegetated areas to increase sedimcnt removal and maximizc stormwater infiltration, unless infeasible. Where feasiblc, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. 5. Stabilize Soils a. The Permittee must stabilize exposed and unworked soils by application of effective BMPs that prevent crosion. Applicable BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic covering, erosion control f'abrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base on areas to be paved, and dust control. b. The Permittee must control stormwater volume and velocity within the site to minimize soil erosion. The Permitlee must control stormwater discharges, including both peak flow rates and total stormwater volume, to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. d. Depending on the geographic location ofthe project, the Permittee must not allow soils to remain cxposed and unworked for more than the time periods set forth below to prevent erosion: ' West of the Cascade Mountains Crest During the dry season (May 1- Sept. 30): 7 days During the wet season (October 1- April 30): 2 days ' � East of the Cascade Mountains Crest, except for Central Basin* During the dry season (July 1- September 30): I 0 days During the wet season (October 1- June 30): 5 days The Central Basin*, East ofi the Cascade Mountains Crest ' G�nstrt�ction Stormwater General Permit — Decentber 1, 2010 ' Page 29 During the dry Season (July 1- September 30): 30 days During the wet scason (October 1- June 30): l5 days *Note: The Central Basin is defined as the portions oi Eastern Washington with mean annual precipitation of less than 12 inches. c. f. �• h. i. The Permittec must stabilize soils at the end of the shift before a holiday or weekend if needed based on the weathcr forecast. The Permittee must stabilize soil stockpiles from erosion, protected with sedimcnt trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. The Permittee must minimize thc amount of soil exposed during construction activity. The Permittee must minimize the disturbance of steep slopes. The Permittee must minimize soil compaction and, unlcss infeasible, preserve topsoif. 6. Protect Slopes a. The Permitlee must design and construct cut-and-fill slopes in a manner to minimi�e erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope stecpness, and roughening slope sur(aces (for example, track walking). b. Thc Permittee must divert off=sitc stormwater (run-on) or ground water away from slopes and disturbcd areas with interceptor dikes, pipes, and/or swales. Of'i=site stormwater should be managed separately from stormwater generated on the site. c. At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. West of the Cascade Mountains Crest: Temporary pipe slope drains must handle the peak 10-minute velocity of tlow from a Type 1 A, 10-year, 24- hour frequency storm for thc developed condition. Altcrnatively, the 10- year, 1-hour flow rate predicted by an approved continuous runoffi model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, thc analysis must use thc temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Wcstcrn Washington Hydrology Model (WWHM) to predict Ilows, bare soil areas should be modeled as "landscaped area." Constrzrction Stnrmwater General Permit — Decemhc�r 1, 2010 Page 30 ' ' ' � , ' ' ' 1 1 � � ' ' ii. East of the Cascade Mountains Crest: Channels must handle the expected peak flow velocity from a 6-month, 3-hour storm for the developed condition, referred to as the short duration storm. b. Provide stabilization, including armoring material, adequate to prevent erosion ' of outlets, adjacent stream banks, slopes, and downstream reaches at the outlets of all conveyance systems. , ' , � ii. East of the Cascade Mountains Crest: Temporary pipe slope drains must handle the expected peak ilow velocity lrom a 6-month, 3-hour storm for the developed condition, referred to as the short duration storm. d. Place excavated material on the uphill side of trenches, consistent with safety and space considerations. Place check dams at regular intervals within constructed channels that are cut down a slope. 7. Protect Drain Inlets a. L7 Protect all storm drain inlets made operable during construction so that stormwater runoff does not enter the conveyance system without first being filtered or treated to removc sediment. Clean or remove and replace inlet protection devices when sediment has filled one-third ofthe available storage (unless a different standard is specifed by the product manufacturer). 8. Stabilize Channels and Outlets a. Design, construct and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: West ofi the Cascade Mountains Crest: Channels must handle the peak 10- minute velocity of flow from a Type 1 A, 10-year, 24-hour frequency storm t'or the developed condition. Alternatively, the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the WWHM to predict tlows, bare soil areas should be modeled as "landscaped area." 9. Control Pollutants Design, install, implement and maintain el�ective pollution prevention measures to minimize the discharge of pollutants. The Permittee must: Construction Stormwater Gencral Permit — December• 1, 2010 Page 31 a. Handle and dispose of all pollutants, including waste materials and demolition debris that occur on site in a manner that does not cause contamination of stormwater. b. Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and othcr materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 1 I 0% of the volume c;ontained in the largest tank within the containment structure. Double- walled tanks do not require additional secondary containment. c. Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. d. Discharge wheel wash or tire bath wastcwater to a separate on-site treatment systcm that prevents discharge to surface watcr, such as closed-loop recirculation or upland land application, or to the sanitary sewer with local sewer district approval. e. Apply fertilizers and pesticides in a manner and at application rates that will not result in loss ot'chemical to slormwater runoff: Follow manufacturers' label requirements for application rates and procedures. f. Use BMPs to prevent contamination ofi stormwater runoff by pH-modifying sources. The sourccs for this contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete washing and curing waters, waste streams generatcd from concrete grinding and sawing, exposed aggregate proccsses, dewatering concrete vaults, concrete pumping and ►nixer washout waters. (Also refer to the dc(inition for "concrete wastewater" in Appendix A-- Definitions. j g. Adjust the pH of stormwater if neccssary to prevent violations of water quality standards. � h. Assure that washout of concrete trucks is performed offsite or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Obtain written approval from Ecology before using chemical treatment other than CO� or dry ice to adjust pH. 10. Control Dewatering a. Permittees must discharge foundation, vault, and trench dewatering water, which have characteristics similar to stonnwater runoff at the site, into a Constrirc/fnn Stormwatcr General Pcrmit — Dec 'L'171I7C'7 ° 1, 2010 Page 32 � , ' � ' � ' 1 ' 1 � ' i ' ' 1 � controlled conveyancc system beforc discharge to a sediment trap or sediment pond. b. Permittees may discharge clean, non-turbid dewatering water, such as wcll- point ground water, to systems tributary to, or directly into surface waters of the State, as specitied in Special Condition S9.D.8, provided the dewatering tlow does not cause erosion or flooding ol�receiving waters. Do not route clean dcwatering water through stormwater sediment ponds. Note that "surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site. c. Other treatment or disposal options may include: Infiltration. ii. Transport off site in a vehicle, such as a vacuum flush truck, fior legal disposal in a manner that does not pollute state waters. iii. Ecology-approved on-site chemical treatment or other suitable treatment technologies. iv. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. v. Use of a sedimentation bag with discharge to a ditch or swale for small volumes of localized dewatering. d. Permittees must handle highly turbid or contaminated dewatering water separately from stormwater. 11. Maintain BMYs , a. Permittees must maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. ' ' ' b. Permittees must remove all temporary erosion and sediment control BMYs within 30 days after achieving Iinal site stabilization or after the temporary BMPs are no longer needed. 12. Manage the Project a. Phase development projects to the maximum degree practicable and take into account seasonal work limitations. t b. Inspection and monitoring -- Inspect, maintain and repair all BMPs as needed to assure continued performance of their intended function. Conduct site inspections and monitoring in accordance with Special Condition S4. ' , � c. Maintaining an updated construction SWPPP -- Maintain, update, and implement the SWPPP in accordance with Special Conditions S3, S4 and S9. Corrsti•uction Stormtivuter General Pc�rmit — December 1, 2010 Page 33 E. SWPPP — Map Contents and Requirements The Permittee's SWPPP must also include a vicinity map or general location map (for example, a USGS quadrangle map, a portion of a county or city map, or other appropriate map) with enough detail to identify the location ofi the construction site and receiving waters within one mile of the site. The SWPPP must also include a legible site map (or maps) showing the entire construction site. The following features must be identified, unless not applicable due to site conditions: [� 2. The direction ofi north, property lines, and existing structures and roads. Cut and f ll slopes indicating the top and bottom of slope catch lines. 3. Approximate slopes, contours, and direction of stormwater flow before and after major grading activities. 4. Areas of soil disturbance and areas that will not be disturbed. 5. Locations of structural and nonstructural controls (BMPs) identifiied in the S W PPP. 6. Locations of off-site material, stockpiles, waste storage, borrow areas, and vehicle/cquipment storage areas. 7. Locations of all surface water bodies, including wetlands. 8. Locations where stormwater or non-stormwater discharges off-site and/or to a surface water body, including wetlands. 9. Location ofi water quality sampling station(s), if sampling is required by state or local permitting authority. 10. Areas where final stabilization has been accomplished and no further construction- phase permit rcquirements apply. 510. NOTICE OF TERMINATION A. The site is eligible for termination of coverage when it has met any of the following conditions: The site has undergone iinal stabilization, the Permittee has removed all temporary C3MPs (except biodegradable BMPs clearly manufactured with the intention f'or the material to be left in place and not interfere with maintenance or land use), and all stormwater discharges associatcd with construction activity have been eliminated; or 2. All portions of the site that have not undergone tinal stabilization per Special Condition S 10.A.1 have been sold and/or transferrcd (per General Condition G9), and the Pern�ittee no longer has operational control of the construction activity; or Construction Stormwater• Generu! Pc�rmrt — Dccemher 1, 2010 Page 34 � ' � , 3. For residential construction only, the Permittee has completed temporary stabilization and the homeowners have taken possession of the residences. B. When the site is cligible for tern�ination, the Permittee must submit a complete and accurate Notice of Termination (NOT) form, signed in accordance with General Condition G2, to: Department of Ecology ' Water Quality Program - Construction Stormwater PO Box 47696 Olympia, Washington 98504-7696 ' The termination is effective on the date Ecology receives the NOT form, unless Ecology notifies the Permirice within 30 days that termination request is denied because the Permittee has not met the eligibility requirements in Special Condition ' SlO.A. Permittees transferring the property to a new property owner or operator/permittee are ' required to complete and submit the Notice of Transfer form to Ecology, but are not required to submit a Notice of Termination form for this type of transaction. ' , ' , ' , ' 1 ' � Constrarction Stormwater General Permit -- Decemher 1, 2010 ' Page 35 GENERAL CONDiTIONS G1. DiSCHARGE ViOLATIONS Ail discharges and activities authorized by this general permit must bc consistent with the terms and conditions of this general pennit. Any discharge of any pollutant more frequent than or at a level in excess of that identified and authorized by the general permit must constitute a violation of the terms and conditions of this permit. G2. SIGNATORY REQUIREMENTS A. All permit applications must bear a certification of correctness to be signed: � 3. In the case of corporations, by a responsible corporatc officer of at least the level of vice president of a corporation; In the case of a partnership, by a general partner of a partnership; ln the case of sole proprietorship, by the proprietor; or 4. In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking electcd oP(icial. B. All reports required by this permit and other information requested by Ecology must bc signed by a person described above or by a duly authorized representative of that person. A person is a duly authori�ed representative only if: l. The authorization is made in writing by a person described above and submitted to the Ecology. 2. The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility, such as the position of plant manager, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters. C. Changes to authori�ation. If an authorization under paragraph G2.B.2 above is no longer accurate because a ditTcrent individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph G2.B.2 above must be submitted to Ecology prior to or togethcr with any reports, information, or applications to be signed by an authorized represcntative. D. Certitication. Any person signing a document under this section must make the following certifiication: "I cerlify under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons dircctly responsible for gathering Constrtrction Stor•mtivater General Permit — December 1, 2010 Page 36 ' ' ' ' ' ' , ' ' , information, the infiormation submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." G3. RIGHT OF INSPECTION AND F1�1TRY The Permittee must allow an authorized representative of Ecology, upon the presentation of credentials and such other documents as may be required by law: A. To enter upon the premises where a discharge is located or where any records are kept under the terms and conditions of this permit. B. To have access to and copy — at reasonable times and at reasonable cost -- any records required to be kept under the terms and conditions of this permit. C. To inspect -- at reasonable times — any facilities, equipment (including monitoring and control equipment), practices, rnethods, or operations regulated or required under this perm it. D. To sample or monitor — at reasonable times — any substances or parameters at any location for purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act. G4. GEIVERAL PERMIT MODIFICATION AND REVOCATiON ' This permit may be modified, revoked and reissued, or terminated in accordance with the provisions of Chapter 173-226 WAC. Grounds for modification, revocation and reissuance, or termination include, but are not limited to, the following: , ' ' 1 ' A. When a change occurs in the technology or practices for control or abatement of pollutants applicable to the category of dischargers covered under this permit. I� . C When effluent limitation guidelines or standards are promulgated pursuant to the CWA or Chapter 90.48 RCW, for the category of dischargers covered under this permit. When a water quality management plan containing requirements applicable to the category of dischargers covered under this permit is approved, or D. When information is obtained that indicates cumulative effects on the environment from dischargers covered under this permit are unacceptable. G5. REVOCATION OF COVERAGE UNDER THE PERMIT Pursuant to Chapter 43.21 B RCW and Chapter 173-226 WAC, the Director may terminate ' coverage for any discharger under this permit for cause. Cases where coverage may be terminated include, but are not limited to, the following: ' Construction Stormwater General Permit — December 1, 2010 ' Page 37 � , A. Violation of any term or condition ofi this permit. B. Obtaining coverage under this permit by misrepresentation or failure to disclose fully all relevant facts. C. A change in any condition that requires either a temporary or permanent reduction or elimination of the permitted discharge. D. Failure or refusal of the Permittee to allow entry as required in RCW 90.48.090. E F A determination that the permitted activity endangers human health or the environment, or contributes to water quality standards violations. Nonpayment of permit fees or penalties assessed pursuant to RCW 90.48.465 and Chapter 173-224 WAC. G. Failure of the Permittee to satisfy the public notice requirements of WAC 173-226- 130(5), when applicable. The Director may require any discharger under this permit to apply for and obtain coveragc under an individual permit or another more specifiic general permit. Permittees who have their coverage revoked for cause according to WAC 173-226-240 may request temporary coverage under this permit during the time an individual permit — —is being developed, provided the is made within the time of revocation and is submitted along with a complete individual permit application form. G6. REPOR'd'iNG A CAiJSE FOR MODiFICATION The Permittee must submit a new application, or a supplement to the previous application, whenever a material change to the construction activity or in thc quantity or type ofi discharge is anticipated which is not specitically authorized by this permit. This application must be submitted at least sixty (60) days prior to any proposed changes. Filing a request for a permit modification, revocation and reissuance, or termination, or a notification of planned changes or anticipated noncompliance does not relieve the Permittee of the duty to comply with the existing permit until it is modified or reissued. G7. COMPLIANCE WITH OTHER LAWS AND STATUTES Nothing in this permit will be construed as excusing the Permittee from compliance with any applicable federal, state, or local statutes, ordinances, or regulations. C8. DUTY TO REAPPLY The Permittee must apply for permit renewal at least 180 days prior to the specificd expiration date of this permit. ' ' L� ' ' I � � — �- � � � � ' � ' ' ' Construction Stormwater General Permit — December 1, 2010 Page 38 8 � ' , ' � , G9. TRANSFER OF GF.NERAL PF,RMIT COVERAGE Coverage under this general permit is automatically transferred to a new discharger, including operators of lots/parcels wilhin a common plan of'development or sale, if: A. A written agreement (Transfer of Coverage Form) between the current discharger (Pcrmittec) and new discharger, signcd by both parties and containing a specific date for transfer of permit responsibility, coverage, and liability is submitted to the Director; and B. The Director docs not notify the current discharger and new discharger of thc Director's intent to revoke coverage under the general permit. If this notice is not given, the transfer is effective on the date specified in the written agreement. When a current discharger (Permittee) transfers a portion of a permitted site, the current � discharger must also submit an updated application form (NOI) to the Director indicating the remaining permitted acreage after the transfer. � G10. REMOVED SUBSTANCES ' The Permittec must not re-suspend or reintroduce collected screenings, grit, solids, sludges, filter backwash, or other pollutants removcd in the course ol'treatment or control of stormwater to the final efiluent stream for discharge to state waters. � Gi l. DUTY TO PROVIDE iNFORMATION � The Permittee must submit to Ecology, within a reasonable time, all information that Ecology may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or to determine compliance with this permit. The � Permittee must also submit to Ecology, upon request, copies ofi records required to be kept by this permit [40 CFR 122.41(h)]. � G12. OTHER REQUIREMENTS OF 40 CFR ' Ail other requirements of 4Q CFR 122.41 and 122.42 are incorporated in this permil by reference. , G13. ADDITIONAL MOIYITORING ' � l� Ecology may establish specific monitoring requirements in addition to those contained in this permit by administrativc order or permit modification. Construction Stormtivater Ceneral Pcrmit — Decemher 1, 2010 � Page 39 G14. PENALTIES FOIt VIOLATiNG PERMIT CONDITIONS Any person who is found guilty of willfully violating the terms and conditions of this permit shall be deemed guilty of a crime, and upon conviction thereofi shall be punished by a finc oi' up to ten thousand dollars ($10,000) and costs of prosecution, or by imprisonment in the discretion ofi the court. Each day upon which a willful violation occurs may be deemed a separate and additional violation. Any person who violates the terms and conditions oi�a waste discharge permit shall incur, in addition to any other penalty as provided by law, a civil penalty in the amount of up to ten thousand dollars ($10,000) for every such violation. Each and every such violation shall be a separate and distinct offensc, and in case of a continuing violation, every day's continuance sha11 be deemed to be a separate and distinct violation. G15. UPSET Definition —"Upset" means an exceptional incident in which there is unintentional and temporary noncompliance with technology-based permit ef'fluent limitations because of factors beyond the reasonable control of the Permittec. An upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation. An upset constitutes an affirmative defense to an action brought for noncompliance with such technology-based pennit effluent limitations ifthe requirements of the following paragraph are mct. A Permittee who wishes to establish the affinnative deiense of upset must demonstrate, through properly signed, contemporaneous operating logs or other relevant evidence that: 1) an upset occurred and that the Permittec can identify the cause(s) of the upset; 2) the permitted facility was bcing properly operated at the time of the upset; 3) the Permittee submitted notice of the upset as required in Special Condition SS.F, and; 4) the Permittee complied with any remedial measures required under this permit. ln any enforcement proceeding, the Permittee seeking to establish thc occurrence of an upset has the burden of proof. - G16. PROPERTY RIGHTS This permit does not convey any property rights of any sort, or any exclusive privilege. G17. DUTY TO COMPLY The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification; or denial of a permit renewal application. Con,structinn Slormwutcr Gencral Permit - Decembef• 1, 2010 Page 40 ' � G18. TOXIC POLLUTANTS ' � ' ' ' Thc Permittee must comply with effluent standards or prohibitions established under Section 307(a) of the Clean Water Act fior toxic pollutants within the time provided in the regulations that establish those standards or prohibitions, even if this permit has not yet been modified to incorporate thc requirement. G19. YENALTIES FOR TAMPERING The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate any monitoring device or method required to be maintained under this permit shall, upon conviction, be punishcd by a tine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a conviction of a person is for a violation committed af'ter a first conviction of such person under this condition, punishment shall be a fine of not more than $20,000 per day of violation, or imprisonment of not more than four (4) years, or both. , G20. RE!'ORTING 1'LANNED CHANGES ' The Permittee must, as soon as possible, give noticc to Ecology of planned physical alterations, modifications or additions to the permitted construction activity. The Permittee should be aware that, dcpending on the nature and size of thc changes to the original permit, ' a new public notice and other permit process requirements may be required. Changes in activities that require reporting to Ecology include those that will result in: � A. The permitted facility being determined to be a new source pursuant to 40 CFR 122.29(b). B. A significant change in the nature or an increase in quantity of pollutants discharged, ' including but not limited to: for sites 5 acres or larger, a 20% or greater increase in acreage disturbed by construction activity. ' C. A change in or addition of surf'ace water(s) receiving stormwater or non-stormwater from the construction activity. ' D. A change in the construction plans and/or activity that affects thc Permittee's monitoring requirements in Special Condition S4. ' ' �J ' Following such noticc, permit coverage may be modified, or revoked and reissued pursuant to 40 CFR 122.62(a) to specify and limit any pollutants not previously limited. Until such moditication is effective, any new or increased discharge in excess of permit limits or not specifically authorized by this permit constitutes a violation. C'onstrzrction Stormtivater Generul Per-mit — Decernher 1, 2010 , Page 41 G21. REPORTING OTHER INFORMATiON Where the Permittee becomes aware that it failed to submit any rcicvant facts in a permit application, or submitted incorrect information in a permit application or in any report to Ecology, it must promptly submit such fiacts or information. G22. REPORTING ANTICIPATED NON-COMPLIANCE The Permittee must give advance notice to Ecology by submission of a new application or supplement thereto at least forty-five (45) days prior to commencement of such discharges, of any facility expansions, production increases, or other planned changes, such as process modifications, in the permitted fiacility or activity which may result in noncompliance with permit limits or conditions. Any maintenance of facilities, which might necessitate unavoidable interruption of operation and degradation o('effluent quality, must be scheduled during non-critical waler quality periods and carried out in a manner approved by Ecology. �23. REQUF;S'�'S TO B� EXCLUI)FD FROM COVEItAGE UNDER'�'HE PCRIVIIT Any discharger authorized by this permit may request to be excluded from covcrage under the general permit by applying for an individual permit. The dischargcr must submit to the Director an application as described in WAC 173-220-040 or WAC 173-216-070, whichever is applicable, with reasons supporting the rcquest. Thcsc rcasons will fully document how an individual permit will apply to the applicant in a way that the general permit cannot. Ecology may make specif ic requests for information to support the request. The Uirector will cither issue an individual permit or dcny thc requcst with a statement explaining the reason for thc denial. When an individual permit is issued to a discharger otherwise subject to the construction stormwater gcneral permit, the applicability of the construction stormwater general permit to that Permittee is automatically terminated on the effective date of the individual permit. G24. APPEALS A. The terms and conditions ofi this general permit, as they apply to the appropriate class of dischargers, are subject to appeal by any person within 30 days of issuancc of this general permit, in accordance with Chapter 43.21 B RCW, and Chapter 173-226 WAC. B. The terms and conditions of this general permit, as they apply to an individual discharger, are appcalable in accordance with Chaptcr 43.21 B RCW within 30 days of the efifiective date ofi coverage of that dischargcr. Consideration oi' an appeal of general permit coveragc of an individual discharger is limited to the general permit's applicability or nonapplicability to that individual dischargcr. C. The appeal of general permit coverage of an individual discharger does not aifect any other dischargers covered under this general permit. If the terms and conditions of this general permit are found to be inapplicable to any individual discharger(s), the matter Con.str•trction Stor•mtivater Genc�ral Permit — December 1, 2010 Page 4? � ' ' shall be remanded to Ecology for consideration of issuance ofi an individual permit or permits. G25. SEVERABILITY , ' The provisions ofthis permit are severable, and if'any provision ofthis permit, or application of any provision of'this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder ofthis permit shall not be affected thereby. � G26. A ' � ' BYPASS PROH�BITED Bvpass Procedures Bypass, which is the intentional diversion of waste streams from any portion of a treatment facility, is prohibited ior stormwatcr events below the design criteria for stormwater management. Ecology may take enforcement action against a Permitice fior bypass unless one of the following circumstances (l, 2, 3 or 4) is applicable. Bypass of stormwater is consistent with the design criteria and part of an approved management practice in the applicable stormwater management manual. 2. Bypass for essential maintenance without the potential to cause violation of permit , limits or conditions. [3ypass is authorized if it is for essential maintenance and does not have the � potential to cause violations oi' limitations or other conditions of this permit, or adversely impact public health. , 3. Bypass of stormwater is unavoidable, unanticipated, and results in noncompliance of this permit. � � ' � ' ' ' This bypass is pennitted only if: a. Bypass is unavoidable to prevent loss of life, personal injury, or severe property damage. "Severe property damagc" means substantial physical damage to property, damage to the treatment facilities which would cause them to becomc inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absencc of a bypass. b. There are no feasible alternatives to the bypass, such as the use of auxiliary treatment iacilities, retention of untreated wastes, maintenance during normal periods of equipment downtime (but not if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventative maintenance), or transport of untreated wastes to another treatment facility. Constrttctiort Stormwater Generul Permit — Decemher 1, 2010 Page 43 c. Ecology is properly notitied of the bypass as required in Special Condition SS.F of this permit. 4. A planned action that would cause bypass of stormwater and has the potential to result in noncompliance of this permit during a storm event. The Pcrmittee must notify Ecology at least thirty (30) days beforc the planned datc of bypass. The noticc must contain: a. a description of the bypass and its cause b. an analysis of all known alternatives which would eliminate, reduce, or mitigate the need for bypassing. c. d. e. f. �• h. i. a cost-eftectiveness analysis of alternatives including comparative resource damage assessment. the minimum and maximum duration of bypass under each alternative. a rccommendation as to the prefierred alternative for conducting the bypass. lhe projected date of bypass initiation. a statement of compliance with SEPA. a requcst for modification oi'water quality standards as provided for in WAC 173-201 A-1 10, if an exceedance of any water quality standard is anticipated. steps taken or planncd to reduce, eliminate, and prevent reoccurrence of the bypass. 5. For probable construction bypasses, the'need to bypass is to be identified as early in the planning process as possible. The analysis required above must be considered during preparation of the Stormwater Pollution Prevention Plan (SWPPP) and must be included to the extent practical. In cases where the probable need to bypass is determined early, continued analysis is necessary up to and including the construction period in an effort to minimi�e or eliminate the bypass. Ecology will consider the following before issuing an administrative order for this type bypass: a. If thc bypass is necessary to perform construction or maintenance-related activities essential to meel the requirements of this permil. b. If there are feasible alternatives to bypass, such as the use of auxiliary treatment fiacilities, retention of untreated wastes, stopping production, maintcnance during normal periods of equipment down time, or transport of untreated wastes to another treatment facility. c. If the bypass is planned and scheduled to minimize advcrse effects on the public and the environment. Constrtrction Stormwutc�r Ceneral Permit — December 1, 2010 Page 44 � ' After consideration of the above and the adverse effecls oi'the proposed bypass and any other relevant factors, Ecology will approve, conditionally approve, or t deny the request. The public must be noti(ied and given an opportunity to comment on bypass incidents of significant duration, to the extent fieasiblc. Approval of a request to bypass will be by administrative order issued by Ecology , under RC W 90.48.120. B. Dutv to M iti >�ate ' The Permittee is required to take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in violation of this permit that has a reasonable ' likelihood of adversely affecting human health or the environment. ' , , , � ' , ' ' ' 1 ' Con.titruction Stormwater Ceneral Permit — December 1, 2010 ' Page 45 APPENDIX A — DEFINITIONS AKART is an acronym ior "all known, available, and reasonable methods of preveniion, control, and treatment." AKART represents the most current methodology that can be reasonably required fior preventing, controlling, or abating the pollutants and controlling pollution associated with a discharge. Applicable TMDL means a TMDL for turbidity, fine sediment, high pH, or phosphorus, which was completed and approved by EPA beforc January 1, 201 l, or before the date the operator's complete permit application is received by Ecology, whichever is later. Applicant means an operator seeking coverage undcr this permit. E3est Mana�ement Practices (BMPs) means schedules ofi activities, prohibitions of practices, maintenance procedures, and other physical, structural and/or managerial practices to prevent or reduce the pollution of waters of the State. BMPs include treatment systems, operating proccdures, and practices to control: stonnwater associated with construction activity, spillage or leaks, sludge or waste disposal, or drainage from raw material storage. Bufifer means an area designated by a local jurisdiction that is contiguous to and intended to protect a sensitivc area. Bypass means thc intentional diversion of waste streams from any portion of a treatment facility Calcndar Dav A period of 24 consecutive hours starting at 12:00 midnight and ending the following 12:00 midnight. Calendar Wcck (same as Wcek) means a period of seven consecutive days starting at 12:01 a.m. (0:01 hours) on Sunday. Certified Erosion and Scdiment Control Lead (CESCL) means a person who has currcnt certification through an approved erosion and sediment control training program that meets the minimum training standards cstablished by Ecology (see BMP C160 in the SWMM). Clean Water Act (CWA) means the Fedcral Water Pollution Control Act enacted by Public Law 92-500, as amended by Public Laws 95-217, 95-576, 96-483, and 97-1 17; USC 1251 et seq. Combined Sewer means a sewer which has been designed to serve as a sanitary sewer and a storm sewer, and into which inilow is allowed by local ordinance. Common Plan ofi Development or Sale means a site where multiple scparate and distinct construction activities may be taking place at diffierent times on different schedules and/or by different contractors, but still under a single plan. Examples include: 1) phased projects and projects with multiple filings or lots, even if the separate phases or filings/lots will be constructed under separate contract or by separate owners (e.g., a development where lots are sold to separate builders); 2) a development plan that may be phased over multiple years, but is still under a Construction Stor•mwater General Permit — December 1, 2010 Page 46 , L ' , , ' , 1 ' ' , , ' ' � 1 ' ' � consistent plan for long-term development; 3) projects in a contiguous area that may be unrelated but still under the same contract, such as construction of a building extension and a new parking lot at the same facility; and 4) linear projects such as roads, pipelines, or utilities. If the project is part of a common plan of development or sale, the disturbcd area of the entire plan must be used in determining permit requirements. Composite Sample means a mixture of �nab samplcs collected at the same sampling point at different times, formed either by continuous sampling or by mixing discrete samples. May be "time-composite" (collccted at constant timc intervals) or "flow-proportional" (collected either as a constant sample volume at ti►ne intervals proportional to stream ilow, or collected by increasing the volume of each aliquot as the tlow increases while maintaining a constant time interval between the aliquots. Concrete wastewater means any water used in the production, pouring and/or clean-up of concrete or concrete products, and any water used to cut, grind, wash, or otherwise modify concrete or concrete products. Examples include water used for or resulting from concrete truck/mixer/pumper/tool/chute rinsing or washing, concrete saw cutting and surfacing (sawing, coring, grinding, roughening, hydro-demolition, bridge and road surfacing). When stormwater comingles with concrete wastewater, the resulting water is considered concrete wastewater and must be managed to prevcnt discharge to waters of the state, including ground water. Construction Activitv means land disturbing operations including clearing, grading or excavation which disturbs the surface of the land. Such activities may includc road construction, construction of residential houses, oftice buildings, or industrial buildings, and demolition activity. Contaminant means any hazardous substance that does not occur naturally or occurs at greater than natural background levels. See definition of "hazardous substance" and WAC 173-340-200. Demonstrabl�Equivalent means that the technical basis for the selection of all stormwater BMPs is documented within a SWPPP, including: 1. The method and reasons i'or choosing the stormwater BMPs selected. 2. The pollutant removal perfiormance expected from the BMPs selected. 3. The technical basis supporting the performance claims for the BMPs selected, including any available data concerning field performance of the BMPs selected. 4. An assessment of how the selected BMPs will comply with state water quality standards. 5. An assessment of how the selected BMPs will satisfy both applicable federal technology- based treatment requirements and state requirements to use all known, available, and reasonable methods of prevention, control, and treatment (AKART). Department means the Washington State Department of Ecology. Detention means lhe temporary storage of stormwater to improve quality and/or to reduce the mass flow rate of discharge. Constrt�ction Stormtivater General Permit -- December 1, 2010 Page 47 Dewaterin� means the act of pumping ground water or stormwater away from an active construction site. Director means the Director of the Washington Department of Ecology or his/her authorized representative. Discharger means an owner or operator of any facility or activity subject to regulation under Chapter 90.48 RCW or the Federal Clcan Water Act. Domestic Wastewater means water carrying human wastes, including kitchen, bath, and laundry wastes fi'rom residences, buildings, industrial establishments, or other places, together with such ground water infiltration or surface waters as may be present. Ecolo�v means the Washington State Uepartment of Ecology. Engineered Soils means the use of soil amendments including, but not limited, to Porlland cement treated base (CTB), cement kiln dust (CKD), or tly ash to achieve certain desirable soil characteristics. Equivalent BMPs means operational, source control, treatment, or innovative BMPs which result in equal or better quality of stormwater discharge to surface water or to ground water than BMF's selectcd from the S W M M. Erosion means the wearing away of the land surface by running water, wind, ice, or other geological agents, including such proccsses as gravitational creep. Erosion and Sediment Control F3MPs means BMPs intended to prevent erosion and sedimentation, such as preserving natural vegetation, seeding, mulching and matting, plastic covering, filter fences, sediment traps, and ponds. Erosion and sediment control BMPs are synonymous with stabilization and structural BMPs. Final Stabilization (samc as fully stabilized or fiill stabilization) means the establishment of a permanent vegetative cover, or equivalent permanent stabilization measures (such as riprap, gabions or geotextiles) which prevents erosion. Ground Water means water in a saturated zonc or stratum beneath the land surface or a surface water body. Hazardous Substance means any dangerous or extrcmely hazardous waste as defiined in RCW 70.105.010 (5) and (6), or any dangerous or extremely dangcrous waste as designated by rule under chapter 70.105 RCW; any hazardous sub-stance as defined in RCW 70.105.010(14) or any hazardous substance as detined by rule under chapter 70.105 RCW; any substance that, on the effective date of this section, is a hazardous substance under section 1 O1(14) of the federal cleanup law, 42 U.S.C., Sec. 9601(14); petroleum or petroleum products; and any substance or category of substances, including solid waste decomposition products, determined by the director Construction Stormwater• Generul Pef•mit — December 1, 2010 Page 4R , , ' , L I by rule to present a threat to human health or the environment if released into the environment. The term hazardous substance does not include any of the following when contained in an underground storage tank from which there is not a release: crude oil or any fraction thereof or petroleum, if the tank is in compliancc with all applicable federal, state, and local law. Iniection Well means a well that is used for the subsurfiace emplacement of fluids. (See Well.) Jurisdiction means a polilical unit such as a city, town or county; incorporated for local self- government. National Pollutant Dischar�e Elimination System (NP[)ES) means thc national program for , issuing, modifying, revoking and reissuing, terminating, monitoring, and enforcing permits, and imposing and enforcing pretreatment requirements, under sections 307, 402, 318, and 405 of the Federal Clean Water Act, for the discharge of pollutants to surface waters of the State from point ' sources. These permits are referrcd to as NPDES permits and, in Washington Statc, are administered by the Washington Department of Ecology. � 1 � � , ' 1 � ' ' lJ , Notice of Intent (NOI) means the application for, or a request for coverage under this general permit pursuant to WAC 173-226-200. Notice of Termination (NOT) means a request for termination of coverage under this general permit as specified by Special Condition S 10 of this permit. Operator means any party associated with a construction project that meets either of the following two criteria: • The party has operational control over construction plans and speci(ications, including the ability to make modifications to those plans and specifications; or • The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a SWPPP for the site or other permit conditions (e.g., they are authorized to direct workers at a site to carry out activities required by the SWPPP or comply with other permit conditions). Permittee means individual or entity that receives notice of coverage undcr this general permit. �H means a liquid's measurc of acidity or alkalinity. A pH of 7 is defined as neutral. Large variations above or below this value are considered harmful to most aquatic life. pH monitorin�* period means the time period in which the pH of'stormwater runoff from a sitc must be tested a minimum of once every seven days to determine if stormwater pH is between 6.5 and 8.5. Point source means any discernible, confined, and discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, and container from which pollutants are or may be discharged to surface waters of the State. This term does not include return flows from irrigated agriculture. (Sec Fact Sheet for further explanation.) Con.struction Stormwuter General Permit — December 1, 2010 Page 49 Pollutant means dredged spoil, sofid waste, incinerator residue, filter backwash, sewage, garbage, domestic sewage sludge (biosolids), munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand, cellar dirt, and industrial, municipal, and agricultural waste. This term does not include sewage from vcssels within the mcaning of section 312 of the CWA, nor does it include dredged or fill material dischargcd in accordance with a permit issucd under section 404 of the CWA. Pollution means contamination or other alteration of the physical, chemical, or biological properties of waters ofi the State; including change in temperature, taste, color, turbidity, or odor of the waters; or such discharge of any liquid, gaseous, solid, radioactive or other substance into any waters of the State as will or is likely to create a nuisance or render such waters harmful, detrimental or injurious to the public health, safety or welfare; or to domestic, commercial, industrial, ag recreational, or other legitimate beneficial uses; or to livestock, wild animals, birds, fish or other aquatic life. Process wastewater means any water which, during manufacturing or processing, comes into direct contact with or results from the production or use of'any raw material, intermediate product, tinished product, byproduct, or waste product (40 CFR 122.1). Receivin� water means the water body at the point ofi discharge. If the discharge is to a storm sewer system, either surface or subsurfiace, the receiving water is the water body to which the storm system discharges. Systems designed primarily for other purposes such as for ground water drainage, redirecting stream natural flows, or for conveyance of irrigation water/return flows that coincidentally convey stormwater are considered thc receiving water. Re�resentative means a stormwater or wastewater sample which represcnts the flow and characteristics of the discharge. Representative samples may be a grab sample, a time- proportionate composite sample, or a tlow proportionate sample. Ecology's Construction Stormwater Monitoring Manual provides guidance on representative sampling. Sanitarv sewer means a sewer which is designed to convey domestic wastewater. Sediment means the fragmented material that originates from the weathering and erosion of rocks or unconsolidated deposits, and is transported by, suspended in, or deposited by water. Sedimentation means the depositing or fiormation of sediment. Sensitive area means a water body, wetland, stream, aquifer recharge area, or channel migration zone. SEPA (State Environmental Policy Act) means the Washington State Law, RCW 43.21C.020, intended to prevent or eliminate damage to the environment. Si�nificant Amount means an amount of a pollutant in a discharge that is amenable to available and reasonable methods of prevention or treatment; or an amount of a pollutant that has a Con.strzrction Stormwater General Permit — December 1, 2010 Page 50 � ' i ' ' ' , ' ' t � � ' � 1 C , I J t ' � reasonable potential to cause a violation of surface or ground water quality or sediment management standards. Signiticant concrete work means greater than 1000 cubic yards poured concrete or recycled concrete over the life of a project. Significant Contributor of Pollutants means a facility deter►nined by Ecology to be a contributor of a significant amount(s) of a pollutant(s) to waters of the State of Washington. Site means the land or water area where any "facility or activity" is physically located or conducted. Source control BMPs means physical, structural or mechanical devices or facilities that are intended to prevent pollutants from entering stormwater. A few cxamples ofi source control BMPs are erosion control practices, maintenance of stormwater facilities, constructing roof'.s over storage and working areas, and directing wash watcr and similar discharges to the sanitary sewer or a dead end sump. Stabilization means the application of appropriate [3MPs to prevent the erosion of soils, such as, temporary and permanent seeding, vegetative covers, mulching and matting, plastic covering and sodding. See also the defiinition of Erosion and Sediment Control BMPs. Storm drain means any drain which drains directly into a storm sewer system, usually found along roadways or in parking lots. Storm sewer s, sy tem means a means a conveyance, or system of conveyances (including roads with drainage systems, municipal strects, catch basins, curbs, gutters, ditches, manmade channels, or storm drains designed or used for collecting or conveying stormwater. This does not include systems which are part of a combined sewer or Publicly Owned Treatment Works (POTW) as defined at 40 CFR 122.2. Stormwater means that portion of precipitation that does not naturally percolate into the ground or evaporate, but flows via overland flow, interflow, pipes, and other features of a stormwater drainage system into a defined surface water body, or a constructed infiiltration facility. Stormwater Mana�ement Manual (SWMM) or Manual means the technical Manual published by Ecology for use by local governments that contain descriptions of and design criteria for BMPs to prevent, control, or treat pollutants in stormwater. Stormwater Pollution Prevention Plan (SWPPP) means a documented plan to implement measures to identify, prevent, and control the contamination of point source discharges of stormwater. Surf'ace Waters of the State includes lakes, rivers, ponds, streams, inland waters, salt waters, and all other surface waters and water courses within the jurisdiction of the state o(' Washington. Construction Stor-fnwater General Permr.'t - Dc�cember I, 2010 Page 51 Temporarv Stabilization mcans the exposed ground surface has becn covered with appropriate materials to provide temporary stabilization of the surface from watcr or wind crosion. Materials include, but are not limited to, mulch, riprap, erosion control mats or blankets and temporary cover crops. Seeding alone is not considered stabilization. Temporary stabilization is not a substitute for the more pennanent "tinal stabilization." Total Maximum Daily Load (TMDL) means a calculation ol'the maximum amount of a pollutant that a watcr body can receivc and still meet state water quality standards. Percentages of the total maximum daily load are allocated to the various pollutant sources. A TMDL is the sum oi' the allowable loads of a singlc pollutant from all contributing point and nonpoint sources. The TMDL calculations must include a"margin of saiety" to ensure that the water body can be protected in casc there are unforeseen cvents or unknown sources of the pollutant. The calculation must also account for seasonable variation in water quality. Treatment l3MPs means BMPs that are intended to rcmove pollutants from stormwater. A few examples of treatment BMPs are detention }�onds, oil/water separators, biofiltration, and constructed wetlands. Transparency means a measurement of water clarity in centimeters (cm), using a 60 cm transparency tube. The transparency tubc is used to estimate thc relative clarity or transparency of water by noting the depth at which a black and white Secchi disc becomes visible when water is released from a value in the bottom of the tube. A transparency tube is sometimes referred to as a "turbidity tube." Turbidity means the clarity of water expressed as nephelometric turbidity units (NTU) and measured with a calibrated turbidimeter. llncontaminated means free from any contaminant, as defined in MTCA cleanup regulations. See definition of "contaminant" and WAC 173-340-200. Waste Load Allocation ( W LA� means the portion ofi a receiving water's loading capacity that is allocated to one of its existing or future point sources of pollution. WLAs constitute a type of water quality based effluent limitation (40 CFR 130.2[h]). Water quality means the chemical, physical, and biological characteristics ofi water, usually with respect to its suitability for a particular purpose. Waters of the State includes those waters as defined as "waters of the United States" in 4U CFR Subpart 122.2 within the geographic boundaries of Washington State and "waters of the State" as defined in Chaptcr 90.48 RCW, which include lakes, rivers, ponds, streams, inland waters, underground waters, salt waters, and all other surface watcrs and water courses within thc jurisdiction of the state of Washington. Well means a bored, drilled or driven shaft, or dug hole whose depth is greater than the largest surface dimension. (See Injection well.) Constr-arction Stormwate�- Gerrerul Permit — Dccemher 1, ?010 Page 52 ' � Wheel wash wastewater means any water used in, or resulting from the operation of, a tire bath or wheel wash (BMP C 106: Wheel Wash), or other structure or practice that uses water to � physically remove mud and debris from vehicles leaving a construction site and prevent track- out onto roads. When stormwater comingles with wheel wash wastewater, the resulting water is considered wheel wash wastewatcr and must be managed according to Special Condition S9.D.9. � � ' ' ' � ' ' ' � � , � ' ' Constrzrction Stormwatef• Cener•al Permit — December l, 2010 � Page 53 � ' APPENDIX B — ACRONYMS AKART All Known, Available, and Reasonable Methods of Prevention, Control, and Trcatment BMP Best Management Practice CESCL Certified Erosion and Sediment Control Lead CFR Code of Federal Regulations CKD Cement Kiln Dust cm Centimeters CTB Cement-Treated I3ase CWA Clean Water Act DMR Discharge Monitoring Report EPA Environmental Protection Agency ESC Erosion and Sediment Control FK Federal Register NOI Notice of Intent NOT Notice of Termination NPDES National Pollutant Discharge Elimination System NTU Nephelometric Turbidity Unit RCW Revised Code of Washington SEPA State Environmental Policy Act SWMM Stormwatcr Management Manual SWPPP Stormwater Pollution Prevcntion I'lan TMDL Total Maximum Daily Load UIC Underground Injection Control USC United States Code USEPA United States Environmental Protection Agency WAC Washington Administrative Code WQ Water Quality WWHM Western Washington Hydrology Model C'onstrarctinn Stornttivate�� General Permit — Dec�mber 1, 2010 Page 54 PALMSTAN7 539 ACORDTM EVIDENCE OF PROPERTY INSURANCE DATE(MWDDIYYYY) 12/05/2014 THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE ADDITIONAL INTEREST. AGENCY PHONE 253 759-2200 {AICOMPANY / C,No,Ext): • Propel Insurance Travelers Property&Casualty Company • Tacoma Commercial Insurance of America ' 1201 Pacific Ave,Suite 1000 Tacoma,WA 98402 FAX 866.577.1326 E-MAIL cs ro elinsurance.com (AIC,Not: ADDRESS: @P P CODE: SUB CODE: 104:10 : jc:7-7 AGENCY 129059 _ CUSTOMER ID#: INSURED Stan Palmer Construction,Inc. LOAN NUMBER POLICY WA)._R City of Bremerton QT6607D784745TIL14 And/or Subcontractors of Every Tier EFFECTIVE DATE EXPIRATION DATE CONTINUED UNTIL 5108 SW Nixon Loop 05/22/14 05/22/15 TERMINATED IF CHECKED • Bremerton,WA 98312 THIS REPLACES PRIOR EVIDENCE DATED: 05/21/2014 PROPERTY INFORMATION LOCATION/DESCRIPTION Lower Wheaton Way from Manette Bridge to Lebo Boulevard City of Bremerton-Lower Wheaton Way Improvements THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. COVERAGE INFORMATION COVERAGE/PERILS/FORMS AMOUNT OF INSURANCE DEDUCTIBLE All Risk,Builder's Risk,Including Earthquake&Flood $3,440,193 $5,000 Earthquake and Flood Deductible 2%/$50,000 REMARKS(Including Special Conditions) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS MORTGAGEE ADDITIONAL INSURED City of Bremerton LOSS PAYEE 345 Sixth Street,Ste 600 LOAN# Bremerton,WA 98312 AUTHORIZED REPRESENTATIVE ACORD 27(2009/12) 1 of 1 M 72686 ©1993-2009 ACORD CORPORATION. All rights reserved. LJS00 The ACORD name and logo are registered marks of ACORD Client#:129059 - PALMSTAN6 51q7 ACORD,,, CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/WYY)5/09/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME: Kim Kleindl Propel Insurance PHONE 800 499-0933 FAX 866 577-1326 (A/C,No,Ext): (NC,No): Tacoma Commercial Insurance - I E-MAILSS: kmk@propelinsurance.com 1201 Pacific Ave,Suite 1000 INSURER(S)AFFORDING COVERAGE NAIC# Tacoma,WA 98402 INSURERA:American Zurich Company INSURED INSURER B:Navigators Insurance Company Stan Palmer Construction,Inc. INSURER C:Indian Harbor Insurance Company 5108 SW Nixon Loop INSURER D:Travelers Indemnity Company of 19046 Bremerton,WA 98312 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSRL SUBR WVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS (MM/DD/YYYY) (MM/DDlYYYY) A GENERAL LIABILITY X X GLA557141301 07/31/2013 07/31/2014 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(EaEocccur RENTED $300,000 CLAIMS-MADE X,OCCUR MED EXP(Any one person) $10,000 X PD Ded:$2,500 PERSONAL&ADV INJURY_$1,000,000 GENERAL AGGREGATE $2,000,000 _ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 nPOLICY n JECOT- n LOC $ A AUTOMOBILE LIABILITY X X GLA557141301 07/31/2013 07/31/2014Ea COMaccident)BINED SINGLE LIMIT $1,000,000 ( X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS _ AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) B UMBRELLA LIAB X OCCUR SE13EXC7895921V 07/31/2013 07/31/2014 EACH OCCURRENCE $10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED RETENTION$ $ A WORKERS COMPENSATION GLA557141301 07/31/2013 07/31/2014 TORY IMITS X ETH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WA Stop Gap E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Pollution Liab PEC0041790 07/31/2013 07/31/2014 $2MM/$4MM/$10k Ded D Leased&Rented QT6605006X287TIA13 07/31/2013 07/31/2014 $350,000/$1,000 Ded Equipment DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) RE:Project#4802-Lower Wheaton Way(Bridge to Bridge Trail) The City of Bremerton and Gray&Osborne Inc are additional insureds per the attached endorsements. • CERTIFICATE HOLDER CANCELLATION Cityof Bremerton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN - Engineering Division ACCORDANCE WITH THE POLICY PROVISIONS. 3027 Olympus Drive Bremerton,WA 98310 • AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1399422/M1191950 KMKOO Additional Insured —Automatic -- Owners, Lessees Or ZURICHY Contractors Policy No. Elf. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer No. Add'1.Prem Return Prem. GLA557141301 07/31/2013 07/31/2014 07/31/2013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Stan Palmer Construction,Inc. Address(including ZIP Code): 5108 SW Nixon Loop Bremerton,WA 98312 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section 11—Who Is An Insured is amended to include as an insured any person or organization who you are required to add as an additional insured on this policy under a written contract or written agreement. However,if you have entered into a construction contract or construction agreement with an additional insured person or organization,the insurance afforded to such additional insured only applies to the extent permitted by law. B. The insurance provided to the additional insured person or organization applies only to "bodily injury", "property damage" or"personal and advertising injury" covered under Section 1—Coverage A—Bodily Injury And Property Damage Liability and Section I—Coverage B—Personal And Advertising Injury Liability,but only with respect to liability for"bodily injury","property damage"or"personal and advertising injury"caused,in whole or in part,by: 1. Your acts or omissions;or 2. The acts or omissions of those acting on your behalf, and resulting directly from your ongoing operations or"your work"as included in the"products-completed operations hazard",which is the subject of the written contract or written agreement. C. However, regardless of the provisions of Paragraphs A.and B.above: 1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy;or b. That is any broader coverage than you are required to provide to the additional insured person or organization in the written contract or written agreement;and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy;or b. The Limits of Insurance you are required to provide in the written contract or written agreement D. The insurance provided to the additional insured person or organization does not apply to: "Bodily injury", "property damage"or"personal and advertising injury"arising out of the rendering or failure to render any professional architectural,engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications;and 2. Supervisory,inspection, architectural or engineering activities. U-GL-1175-E CW(04/12) Page 1 of 2 Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. E. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV— Commercial General.Liability Conditions: The additional insured must see to it that 1. We are notified as soon as practicable of an"occurrence"or offense that may result in a claim; 2. We receive written notice of a claim or"suit"as soon as practicable;and 3. A request for defense and indemnity of the claim or"suit"will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured,if the written contract or written agreement requires that this coverage be primary and non-contributory. F. For the coverage provided by this endorsement: 1. The following paragraph is added to Paragraph 4.a.of the Other Insurance Condition of Section IV—Commercial General Liability Conditions: This insurance is primary insurance as respects our coverage to the additional insured person or organization, where the written contract or written agreement requires that this insurance be primary and non-contributory with respect to any other policy upon which the additional insured is a Named Insured. In that event,we will not seek contribution from any other such insurance policy available to the additional insured on which the additional insured person or organization is a Named Insured. 2. The following paragraph is added to Paragraph 4.b.of the Other insurance Condition of Section IV—Commercial General Liability Conditions: This insurance is excess over. Any of the other insurance,whether primary, excess,contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same"occurrence",offense,claim or"suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. G. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. All other terms and conditions of this policy remain unchanged. U-GL-1175-E CW(04/12) Page 2 of 2 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. • Waiver Of Subrogation (Blanket) Endorsement ZURICH Policy No. Eff. Date,of Pol. Exp. Date of Pol. Eff.Date of End. Producer Add'1.Prem Return Prem. GLA557141301 07/31/2013 07/31/2014 Propel Insurance $ $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement,which is executed before a loss,to waive your rights of recovery from oth- ers,we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B CW(12/01) Page 1 of 1 Stan Palmer Construction, Inc. POLICY NUMBER:GLA557141301 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): A GENERAL AGGREGATE LIMIT APPLIES TO EACH CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS HOWEVER, A GENERAL AGGREGATE LIMIT DOES NOT APPLY TO ANY CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS THAT ARE INSURED UNDER A WRAP UP OR ANY OTHER CONSOLIDATED OR SIMILAR INSURANCE PROGRAM. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by damages or under Coverage C for medical "occurrences"under Section I—Coverage A,and expenses shall reduce the Designated for all medical expenses caused by accidents Construction Project General Aggregate Limit under Section I—Coverage C,which can be for that designated construction project.Such attributed only to ongoing operations at a single payments shall not reduce the General designated construction project shown in the Aggregate Limit shown in the Declarations nor Schedule above: shall they reduce any other Designated 1. A separate Designated Construction Project Construction Project General Aggregate Limit General Aggregate Limit applies to each for any other designated construction project designated construction project, and that limit shown in the Schedule above. is equal to the amount of the General 4. The limits shown in the Declarations for Each Aggregate Limit shown in the Declarations. Occurrence. Damage To Premises Rented To 2. The Designated Construction Project General You and Medical Expense continue to apply. Aggregate Limit is the most we will pay for the However, instead of being subject to the sum of all damages under Coverage A,except General Aggregate Limit shown in the damages because of"bodily injury"or Declarations, such limits will be subject to the "property damage"included in the"products- applicable Designated Construction Project completed operations hazard", and for General Aggregate Limit. medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or"suits"brought;or c. Persons or organizations making claims or bringing"suits". CG 25 03 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 2 LI A"rM ram, Stan Palmer Construction, Inc. GLA557141301 • B. For all sums which the insured becomes legally C, When coverage for liability arising out of the obligated to pay as damages caused by 'products-completed operations hazard"is "occurrences"under Section I—Coverage A,and provided, any payments for damages because of for all medical expenses caused by accidents "bodily injury"or"property damage"included in under Section F—Coverage C,which cannot be the"products-completed operations hazard"will attributed only to ongoing operations at a single reduce the Products-completed Operations designated construction project shown in the Aggregate Limit, and not reduce the General Schedule above: Aggregate Limit nor the Designated Construction 1. Any payments made under Coverage A for Project General Aggregate Limit. damages or under Coverage C for medical D. If the applicable designated construction project expenses shall reduce the amount available has been abandoned, delayed, or abandoned under the General Aggregate Limit or the and then restarted, or If the authorized Products-completed Operations Aggregate contracting parties deviate from plans, blueprints, Limit,whichever is applicable; and designs,specifications or timetables, the project 2. Such payments shall not reduce any will still be deemed to be the same construction Designated Construction Project General project. Aggregate Limit. E. The provisions of Section III —Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 0 Insurance Services Office, Inc.,2008 CG 25 03 05 09 0 •GLA557141301 0 Coverage Extension EndorsementZURICH' Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer No. Add'I.Prem Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II—Liability Coverage: The following are also"insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an"auto"referenced in Paragraphs a.and b.above. d. Any person(s) or organization(s) where required by written contract or written agreement executed prior to any"accident"provided the"accident"arises out of operations contemplated by such contract or agreement. 2. The following is added to the Other Insurance Provision in the Conditions Section: Coverage for any person(s) or organization(s)where required by written contract or written agreement executed prior to any "accident" will apply on a primary basis and any insurance maintained by the additional "insured"will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the coverage form. B. Amendment—Supplementary Payments Paragraphs a.(2)and a.(4)of the Coverage Extensions Provision in Section II-Liability Coverage are replaced by the following: (2) Up to$5,000 for the cost of bail bonds(including bonds for related traffic law violations)required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the"insured"at our request, including actual loss of earnings up to$500 a day because of time off from work. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II—Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II—Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. U-CA-424-E CW(04-11) Page 1 of 5 includes copyrighted material of Insurance Services Office,Inc.,with its permission. • GLA557141301 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to,auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total"loss"to a covered"auto",we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the coverage form;and b. Any: (1) Overdue lease or loan payments at the time of the"loss"; (2) Financial penalties imposedunder a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties,credit life insurance, health,accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor The following is added to Paragraph A.2.of the Physical Damage Coverage Section: We will pay up to$75 for towing and labor costs incurred each time a covered "auto"of the private passenger type is disabled. However,the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a.of the Physical Damage Coverage Section: If glass must be replaced, the deductible will be$100 or the deductible shown in the Declarations, whichever is less. If glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage—Increased Loss of Use Expenses The Loss Of Use Expenses Provision of the,Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured"becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract,or written rental agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto";or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered"auto". However,the most we will pay for any expenses for loss of use is$100 per day,to a maximum of$3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to$750 for"loss"to personal effects which are: (1) Personal property owned by an"insured";and U-CA-424-E CW(04-11) Page 2 of 5 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. • GLA557141301 (2) In or on a covered"auto". b. Subject to Paragraph a.above,the amount to be paid for"loss"to personal effects will be based on the lesser of: (1) The reasonable cost to replace;or (2) The actual cash value.' c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for"loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes,records, discs or other similar devices used with audio,visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same"loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a.of Section III— Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form do not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records,discs or other similar audio,visual or data electronic devices: (a) Are the property of an"insured";and (b) Are in a covered"auto"at the time of"loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such"loss". K. Airbag Coverage The Exclusion in Paragraph B.3.a.of Section HI—Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4.a. of Section IV— Physical Damage Coverage in the Motor Carrier Coverage Form do not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or coverage form and by another policy or coverage form issued to you by us,the following applies for each covered"auto"on a per vehicle basis: 1. If the deductible on this policy or coverage form is the smaller(or smallest)deductible, it will be waived; or 2. If the deductible on this policy or coverage form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller(or smallest)deductible. M. Physical Damage—Comprehensive Coverage—Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered"autos"damaged or stolen,the maximum deductible that will be applied to Comprehensive Coverage for all"loss"from any one cause is$5,000. U-CA-424-E CW(04-11) Page 3 of 5 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. • GLA557141301 N. Temporary Substitute Autos—Physical Damage 1. The following is added to Section I—Covered Autos: Temporary Substitute Autos—Physical Damage If Physical Damage Coverage is provided by this coverage form on your owned covered "autos", the following types of vehicles are also covered "autos"for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto"you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss";or 5. Destruction. 2. The following is added to the Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos—Physical Damage We will pay the owner for"loss"to the temporary substitute"auto"unless the"loss"results from fraudulent acts or omissions on your part. If we make any payment to the owner,we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim,Suit Or Loss Paragraph a.of the Duties In The Event Of Accident, Claim,Suit Or Loss Condition is replaced by the following: a. In the event of"accident",claim, "suit"or"loss",you must give us or our authorized representative prompt notice of the"accident",claim, "suit"or"loss". However,these duties only apply when the"accident",claim, "suit"or "loss"is known to you (if youare an individual),a partner(if you are a partnership), a member(if you are a limited liability company)or an executive officer or insurance manager(if you are a corporation). The failure of any agent, servant or employee of the"insured"to notify us of any"accident",claim, "suit"or"loss"shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How,when and where the"accident"or"loss"occurred and if a claim is made or"suit"is brought,written notice of the claim or"suit"including, but not limited to,the date and details of such claim or"suit"; (2) The"insured's" name and address;and (3) To the extent possible,the names and addresses of any injured persons and witnesses. If you report an"accident", claim, "suit"or"loss"to another insurer when you should have reported to us,your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the"accident"or"loss"arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos—Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance—.Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage,the following are deemed to be covered"autos"you own: U-CA-424-E CW(04-11) Page 4 of 5 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. • GLA557141301 (1) Any covered"auto"you lease, hire, rent or borrow; and (2) Any covered"auto"hired-or rented under a written contract or written agreement entered into by an"employee"or elected or appointed official with your permission while being operated within the course and scope of that "employee's"employment by you or that elected or appointed official's duties as respect their obligations to you. However, any"auto"that is leased,hired, rented or borrowed with a driver isnot a covered"auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However,we will not deny coverage under this coverage form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this coverage form;or (2) Make an error,omission, improper description of"autos"or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto—World Wide Coverage Paragraph (5)(a)of the Policy Period, Coverage Territory Condition is replaced by the following: (a) A covered "auto"is leased, hired, rented or borrowed for a period of 60 days or less; and T. Bodily Injury Redefined The definition of"bodily injury"in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. All other terms and conditions of this policy remain unchanged. Li-CA-424-E CW(04-11) Page 5 of 5 Includes copyrighted material of Insurance Services Office,Inc.,with its permission.