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Home My WebLink About5538 �� AGENDA BILL 6 F CITY OF BREMERTON CITY COUNCIL SUBJECT: Amendment# 1 to the Utility Study Session Date: May 11, 2016 Construction Agreement with WSDOT for COUNCIL MEETING Date: May 18, 2016 Utility Relocation on SR16 Department: PW & U Presenter: Thomas Knuckey Phone: (360)473-2398 SUMMARY: The work covered by this Agreement is for City water and sewer pipe relocation to accommodate a new WSDOT culvert installation. The City is providing the design drawings and inspection services. WSDOT will incorporate the City's design into their construction contract and will manage the construction. The City is ob�igated to pay for all constructions costs, WSDOT inspection costs and related indirect costs. The specific work proposed under this agreement will be pertormed during the State's construction of the SR 16—Anderson Creek Tributary to Sinclair Inlet - Removal of the Fish Barrier. This amendment is due to a change in bid items and an increase in costs and revision of Section 3.1 is necessary. ATTACHMENTS: 1) Council Summary 2)Amendment#1 to WSDOT Utility Construction Agreement (w/attached exhibits) 3)WSDOT Bid Results FISCAL IMPACTS (Include Budgeted Amount): The original contract amount of$182,367.48 amended to new contract total $246,173.80. In addition, the amendment retains an allowance for a 25% increase for unforeseen conditions, and so total costs could be up to $307,717.25. The additional expense can be absorbed within the major Utility work categories the funding is programmed within. STUDY SESSION AGENDA: � No Presentation ❑ Full Presentation STUDY SESSION ACTION: ❑x Consent Agenda ❑ General Business ❑ Public Hearing , RECOMMENDED MOTION: Move to approve Amendment#1 to the Utility Construction Agreement with WSDOT; and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: [�Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action Form Updated 01/07/15 � ��..�� :�� Washington State Olympic Region Department of Transportation P.O.Boxp47440 ulevard,Tumwater Olympia,WA 98504-7440 360-357-2600/FAX:360-357-2601 TfY: 1-800-833-6388 ' www.wsdot.wa.gov June 2, 2016 RFC�Cjv� . J�� O FN�jh� .s?016 ` Mr. Ned Lever, P.E. ERjNGO City of Bremerton jVISjON 3027 Olympus Drive Bremerton, WA 98310 Re: SR 16 XL 4058 Anderson Creek Tributary to Sinclair Inlet - Fish Barrier MP 27.70 to MP 28.20 Utility Construction Agreement No. UTB-1231 Amendment 1 Dear Mr. Lever: . Attached is the fully executed"UTILITY" original for the subject agreement amendment for your records. The Project Engineer and your main point of contact for this project is Michele Britton. Michele can be reached at (360) 874-3010. If you have any other questions, please contact me at (360) 570-6743. Sincerely, er M. Townsend R gion Utility Engineer PMT Enclosure _ cc: Britton- email with pdf of executed agreement. - File '�. , . i . � ,, �. • UTILITY CONSTRUCTION AGREEMENT UTB 1231, AMENDMENT NO. 1 This Amendment No. 1 is made and entered into between the Washington State Department of Transportation, hereafter the"STATE," and the City of Bremerton, 345 6tn Street, Suite 600, Bremerton, WA 98337, hereinafter the"UTILITY." WHEREAS, the Parties entered into Ageement No. UTB 1231 (Agreement), on January 26, 2016, which provided for the reimbursement of costs for the STATE to perform all Work necessary for relocating UTILITY-owned water and sanitary sewer mains � (facilities) as part of the STATE's Project, SR 16 Anderson Creek Tributary to Sinclair Inlet—Fish Barrier, and WHEREAS, due to a change in bid items and an increase in cost associated with the bids received, the Work cost estimate has exceeded the 25% allowable making it is necessary to revise Section 3 and Exhibit B, Cost Estimate, and WHEREAS, the Parties desire to amend the Agreement in accordance with Section 4.1. NOW, THEREFORE, pursuant to RCW 47.01.210 and chapter 47.44 RCW, the above recitals that are incorporated herein as if set forth below, and in consideration of the terms, conditions, covenants and performances contained herein, as well as the attached Exhibit B-1 which is incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1. All references to Exhibit B in the Agreement will be replaced with Exhibit B-1. 2. Exhibit B, Cost Estimate is hereby replaced in its entirety witli Exhibit B-1, Cost ' Estimate. , 3. � Modify Section 3.1 to reflect the maximum amount payable by the UTILITY under the Agreement is hereby increased by Sixty-three Thousand Eight Hundred Six Dollars and Thirty-two cents ($63,803.32) to Two Hundred Forty-six Thousand One Hundred Seventy-three Dollars and Eighty cents ($246,173.80). 4. All other terms and conditions of the Agreement shall remain in full force and effect except as modified by this Amendment No. 1. t . � '�, • -�� IN WITNESS WHEREOF, the Parties hereto have executed this Amendment No. 1 as of the day and year last signed below. . WASHINGTON STATE CITY OF BREMERTON DEPARTMENT OF TRANSPORTATION DEPT. OF PUBLIC WORKS By: By: � � . �hh �,�N n Print Name: atty Lent Title: Mayor Date: �� L� Date: �� ?� .� 2 �`� � � �• ' Exhibit B-7 '"� " Utility Construction Agreement Cost Estimate Std. Bid DESCRIPTION Unit Quantity Unit Price Amount Item No. 0001 Mobilization L.S. $11,416.50 50 Removal of Structures and Obstructions L.S. $5,091.00 0120 Removing asphalt concrete pavement S.Y. 230 $6.00 $1,380.00 Removing existing asbestos cement pipe L.F. 120 $4,999.86 , 0350 Unsuitable foundation excavation incl.haul C.Y. 20 $50.00 $1,000.00 Bypass pumping L.S. $7,500.00 3767 PVC sanitary sewer pipe 8 in.diameter L.F. 113 $75.00 $8,475.00 3152 Testing sewer pipe ' L.F. 113 $5.00 $565.00 FA sewer L.S. $5,000.00 Temporary 6"HDPE bypass w/pipe bridge L.S. $19,999.50 3815 Bank run gravel for trench backfill C.Y. 230 $15.00 $3,450.00 6155 Gate valve 6 in. EA 1 $1,400.00 $1,400.00 3822 Butterfly valve 16 in. EA 1 $4,500.00 $4,500.00 3823 Butterfly valve 18 in. EA 1 $6,550.00 $6,550.00 3871 Ductile iron pipe for water main 16 in.diameter L.F. 120 $125.00 $15,000.00 3872 Ductile iron pipe for water main 18 in.diameter • L.F. 95 $410.00 $38,950.00 FA water L.S. $10,000.00 5767 HMA CI. 1/2 in.PG 64-22 Ton 50 $79.25 $3,962.50 5830 Job mix compliance price adjustment CALC $200.00 5835 Compaction price adjustment CALC $130.00 5837 Asphalt Cost Price Adjustment CALC $59.00 6516 Cyclic Density Price Adjustment CALC -�1.00 7007 Shoring or extra excavation trench S.F. 667 $1.50 $1,000.50 7008 Shoring or extra excavation Class B S.F. 860 $1.50 $1,290.00 � 7017 Gravel backfill for pipe zone bedding C.Y. 43 $50.00 $2,150.00 7015 Controlled density fill C.Y. 13 $200.00 $2,600.00 3080 Adjust manhole EA 1 $800.00 $800.00 ' 7360 Manhole 48 in.diameter type EA 1 $5,400.00 $5,400.00 7728 Minor change ' CALC -$1.00 7732 Aggregate Compliance Pnce Adjustment CALC -$1.00 Agreement Subtotal $162,865.86 Sales Tax @ 8.70% $14,169.33 Subtotal $177,035.19 • 'Engineering @ 22°/a $38,947.74 Contingencies @ 4% $7,081.41 Subtotal $223,064.34 `*Indirect Costs @ 10.36% $23,109.47 Total Estimated Cost $246,173.80 `Mobilization and Engineering costs will be determined by a proration of the mobilization and engineering costs of the entire project to the construction costs of the work covered by this agreement. 'The indirect cost will be applied at the actual rate in affect at the time the work is performed,in accordance with Washington State Department of Transportation Directrve D 13-21. Agreement UTB-1231 Amend. 1 Page 1 B Exhibit B-1 . , �,��- �� .. ` Washington State Olympic Region � �E'�1't�1'11@tit O� TI"s1flSp01'tatA011 P.O Boxp47440 ulevard,Tumwater Olympia,WA 98504-7440 360-357-2600/FAX:360-357-2601 TTY: 1-800-833-6388 www.wsdot.wa.gov April l, 2016 • City of Bremerton " RECEI�/ED Office of the City Clerk 345 6`�' Street, Suite 600 APR � 2016 Bremerton, WA 98337 CITY CLERK Re: SR 16 XL 4058 � Anderson Creek Tributary to Sinclair Inlet - Fish Barrier MP 27.70 to MP 28.20 Utility Construction Agreement No. UTB-1231 Bid Result Notification Dear Ms. Coran: This letter provides written notification of the unit bid prices received for all items of work for which the City of Bremerton is responsible under Utility Agreement UTB-1231. The Contract was awarded on March 30, 2016. The unit bid price received for your items of work resulted in an increase of 35% ($63,806.32) based on the Engineers Estimate. Most of the increase was due to the bids received for the installation of your ductile iron pipe for water main 18 in. diameter and an increase to the Engineering percentage assigned to this project. I have attached a revised spreadsheet that reflects the actual bid results for your review. The City has two (2) working days to respond in writing or by email to the State, with its Acceptance or Rejection of the work items. Should the City decide to reject the bid work for which it is responsible, the City will be subject to the requirements of section 1.6 of this agreement. If you have any questions, please contact me (360) 570-6743. l , t r M. Townsend Re ion Utility Engineer PMT Attachments . cc: Michele Britton, 434307 � File UTB-1231 Bid Results � Exhibit B � Utility Construction �Ag�eernent � Cost Estimate Bid Results Std. DESCRIPTION Unit Quantity Unit Price Amount . Unit Pric Amount Bid � � 0001 Mobilization L.S. $15,000.00 $11,416.50 0120 Removing asphalt concrete pavement S.Y. 230 $20.00 $4,600.00 $6.00 $1,380.00 Removing existing asbestos cement pipe L.F. 120 $47.00 $5,640.00 $4,999.86 0350 Unsuitable foundation excavation incl. haul C.Y. 20 $28.00 $560.00 , $50.00 $1,000.00 Bypass pumping L.S. $15,000.00 $7,500.00 3767 PVC sanitary sewer pipe 8 in. diameter L.F. 113 $45.00 $5,085.00 $75.00 $8,475.00 3152 Testing sewer pipe L.F. 113 $5.00 $565.00 $5.00 $565.00 FA sewer L.S. $5,000.00 $5,000.00 Temporary 6" HDPE bypass w/pipe bridge L.S. $15,000.00 $19,999.50 3815 Bank run gravel for trench backfill C.Y. 230 $30.00 $6,900.00 $15.00 $3,450.00 6155 Gate valve 6 in. EA 1 $1,200.00 $1,200.00 $1,400.00 $1,400.00 3822 Butterfly valve 16 in. EA 1 $3,000.00 $3,000.00 $4,500.00 $4,500.00 3823 Butterfly valve 18 in. EA 1 $4,000.00 $4,000.00 $6,550.00 $6,550.00 � 3871 Ductile iron pipe for water main 16 in. diameter L.F. 120 $63.00 $7,560.00 $125.00 $15,000.00 3872 Ductile iron pipe for water main 18 in. diameter L.F. 95 $77.00 $7,315.00 $410.00 $38,950.00 FA water L.S. $10,000.00 $10,000.00 5334 Anti-stripping additive Est. $30.00 not included $0.00 5767 HMA CI. 1/2 in. PG 64-22 Ton 50 $125.00 $6,250.00 $79.25 $3,962.50 5830 Job mix compliance price adjustment CALC $150.00 $200.00 5835 Compaction price adjustment CALC $80.00 $130.00 7007 Shoring or extra excavation french S.F. 667 $4.50 $3,001.50 $1.50 $1,000.50 7008 Shoring or extra excavation Class B S.F. 860 $4.50 $3,870.00 $1.50 $1,290.00 Agreement UTB-1231 Page 1 B Exhibit B UTB-1231 Bid Results ' 7017 Gravel backfill for pipe zone bedding C.Y. 43 $35.00 $1,505.00 $50.00 $2,150.00 7015 Controlled densityfill C.Y. 13 $121.00 $1,573.00 $200.00 $2,6�0.00 3080 Adjust manhole EA 1 $520.00 $520:00 $800.00 $800.00 7360 Manhole 48 in, diameter type EA 1 $4,350.00 $4,350.00 $5,400.00 $5,400.00 7728 Minor change CALC -$5.00 -$1.00 50 Removal of Structures and Obstructions L.S. $5,099.00 5837 Asphalt Cost Price Adjustment CALC $59.00 6516 Cyclic Density Price Adjustment CALC � -$1.00 7732 Aggregate Compliance Price Adjustment CALC -$1.00 Agreement Subtotal $127,749.50 $162,865.86 Sales Tax @ 8.70% $11,114.21 $14,169.33 Subtotal $138,863.71 $177,035.19 *Engineering @ 15% $20,829.56 22% $38,947.74 Contingencies @ 4% $5,554.55 $7,081.41 Subtotal $165,247.81 $223,064.34 **Indirect Costs @ 10.36% $17,119.67 $23,109.47 Total Estimated Cost $182,367.48 $246,173.80 *Mobilization and Engineering costs'will be determined by a proration of the mobilization and engineering costs of the entire project to the construction costs of the work covered by this agreement. *The indirect cost will be applied at the actual rate in affect at the time the work is performed, in accordance with Washington State Department of Transportation Directive D 13-21. � Agreement UTB-1231 Page 1 B Exhibit B PSSE JOS N0: 1�� WASHINGTON STATE DEPAATMENT OF TRANSPORTATION DATE: C2/l9/2C-o' PAGE: o CONTRACT NO: Ji)89o1 � ESTIMATES AND SIDS ANALYSIS SYSTEM TIME: :1:12 VER: 9a WORK ORDER�: X;.4�53' •�* PRELIMINARY ESTIMATE - SY GROUP *�• DOT_RGG300 GROUP NO : 3 PROGRAM ITEM NU[�IDER : 301o�3P. S:i lo CONSTR. TYPE CODE . _=�_Y ��- BnEM1ti:FTC\ %:.?'_1�=i:S n;:2=E;.`9�:v� PROGAAM CODE . _� � STATE ROUTE(S) : �:5 COUNTY : K:TS:�.' CONTROL SECTION/SAI,ES TA7C . ;9�;003 /-.7'?�� SAFETY CL71SS CODE . � FUND NO: 2 PARTICIPANT: C:i" 0- -'_�:C�]'_F.�OP: PARTICIPATION PERCENT: '_Ji;.C::'3 MAX AMOUNT: ITEM STD. UNIT NO. N0. ITEM DESCRIPTION � UNIT PRICE QUANTITY AMOUNT � � CC01 KOL3IL_Z'r.,:^): L.;. '_1,41�.�� 4 JJS: R'�[!C;V�_ :,_ _'_:�U;:?l;kc: �.:.0 ':ss'i�.:^T-UeiS i,.;. 5,C9i.00 � Oii_ :C�10V?N�� l::?:1:1:.� ,........ P^.`�.:i^.C\'L ..... ti.C��"v 23:1.�C -.3&O.00 � �27� [2c,n0'✓�� aNC �I3?:�S?.L :�e .^.SB?S'IGS '•_'.:S'R'��.L I. �. 4.9:5.9ti � g U�1SUiT.43LG =IPE '^'.;\CA:IGPI E:t�a'�iA-:G[�l _:<��. _._. �C.O�•�C 2�.��0 1�C��.00 1A:;L 23 31�2 "'=�r*N:, s�.sa-a ��_c , i,.-. �.O�C� 113.�0 S65.00 �r� 7'��- I�VC SA\.?AR�" SF.Y'1=� FI=E. 4 T�.. 'J_r".��. �, -. iS.�./'JC lLi.'„C Q.'I'i:J.CC �� s�,�tr:,�r s��NE� e��eass >::ti=r�;, ;._. �,s�,:�.�o z5 Fa SE:•�Ea _.�_. S,�CC.CC ^_7 0" :iDP:: 6`_'?.45S 4V_TF: ?:FE 3t=CGE _._. -?.93�.�� ?, 381; GT�NK i,,.: G�A'�JF.� =�i Ti,>l;:ii 3A��:_�_L ' r.' . 1;.C!;C� '_3C.:;� 3,��O.OU 24 5155 e:�,= �.;aivr _ Lr� _..�i 1,=00.�:GC _.;C 1,4C0 CO 30 3322 �U'".T"Ci_L_' V.1i.4� :o :N. E��H �3,�0!).0�00 1.�0 a,�UO.O;i 3: 3g'' RUTTFR�'L'! V.45�VE �_3 T^i. ,.�.�II 5.�57.i)i,CJ 1.�0 o.S:J.00 3� �g:': DUC'i_LG IZC?: i'IP= E!iR. V21TE:� D:F,=\ _0 1`;. CI?.Y. L.=. -25.U:JJO 127.��(; =S,�OO.CO ?3 38'2 C;;CTI== 'F^�\ P=?= FC� [ti�A-:� MA.IN -8 T_[•1. �)_\:S. i.=. �1J.C�:C� 95.:�� 8,9:��.'JO 34 EA WATh:N '_S-. =O,DCI•.CC 43 S�;o' :i�•1P. ('_ '_/7 [�i. ?�_ ti�-'=2 �(:•\ �i9.2 00 SC.��O .�fti2.�:? . 44 :i83� JG`.; ^1IX CCN'=��ACICE �R_��E a��.;::�7r��E�z r�_C 700.00 aS j.g3: CCh?ACT-O[J =RI�:E A�JU:�f:�N'C �.^a,_� 130.J:1 a .�SFH.4"T (:(;�.�_ PRT':F A.'?,;rIS-MEf�I" ��y_r 5°.00 a5 5.,3' 49 ti�lc CY�_.=� JLI"IJ'lY P<:�E AD�US�iM_^N, _ .,-_C: . -1.06 09 �JO� Si1GRaN� OF =X:'RA ?k�AV:1_T=0P7 '1'RENC- S.'. :.S��C� `n,i?.�� :.CJ0.�0 SR lti :\NC"'R�0\ C:�CK I:=6 T�'J SI[J�'.%•.:I2 I[•1'_Ei - CI�Fi 2p��:E:2 R=MOV�._ 15�:i22 , PS6E JOB N0: L�CS'2 WASHINGTON STATE DEPARTMENT OF TRANSPOATATION DATE: 0=!:9!26io PAGE: - CONTRACT NO: J�3S�; ESTIMATES AND BIDS ANAI.YSIS SYSTEM TIME: -�1:12 VER: 99 WORK ORDERq: Y:L4�5"c *** PRELIMINARY ESTIMATE — HY GROUP **• DOT_RGG300 . GROUP NO . 3 ITEM STD. UIdI'P NO. NO. ITEM DESCRIPTION ME� UNIT PRICE QUANTITY AMOUNT -, Ip�' S:IJF.=NG OR =K;Rr: L•'X.C?.V�T_:;N i::.l1SS 3 �.=. � _.S��C 8ti0.=C 1.290.CC �%1 7C�� '��RVEL 3A�:('-LL -�:2 P�?.F. ZONE 3�D�-f`1•� C.'!. SJ.CC�C ti3.::G �15C.i.0 ;7. 7•."_: �:�P�I"FC1LLf•.J GF.P�15�-Y F'I=1, � i;.`_'. [:li'..��C�� 13.��'J %,7�O.JO ,. 3JH� itC�:J°,'" MACJI:•:)LG L:,•:•.f'. =JC.'J�OI _.':(i ��O.L'C 7y �,�^ M.4CJ46:.E 43 =!.J. C:F.N. =YPE ! Ci:�l: �,�C�.C=��C 1.:0 .:,�CC.00 g= 7'2'? ;v,=vGR �:::i.a��;= ::a_r_ --.�;) e� �?32 :.�,�R._:;A::': C::;h:k'=iA�Ji;F. :'N1��.' AC,i;:�'l"..`�..r `�__ -i.Ci; GROUP 3 SASE SUBTOTAL : 152,255.30 • 'N.4Sn!\:=T:;CJ S�:A'l'li SALE� =:.X p.�rGo' :1F S �o1.a�';,g� �=�_b7.3J GROUP 3 SUBTOTAL 177,035.19 "* _..;;rraF:-�::.:� 22.�0� _'8.9=1%.;a GROUP 3 TOTAL 215,982.93 *** S� -o :1."JGGR=��1 �:-CI( �:I:ff?• TO S_.`:C-iIIZ '-�L=:' — "e'i�il BF,ti2:G� '2cP,CVi\i t��::szz � ��t� 5�� AGENDA BILL �F CITY OF BREMERTON � CITY COUNCIL SUBJECT: Approve Utility Constr�ction Study Session Date: January 6, 2016 Agreement No. UTB-1231 with WSDOT COUNCIL MEETING Date: January 13,2016 Department: PW 8 U Preser�ter: Ned Lever � Phone: (360)473-2398 SUMMARV: The work covered by this Agreement is for City water and sewer pipe relocation to accommodate a new WSDOT culve�t installation.The City is providing the design drawings and inspection services. WSDOT will incorporate the City's design into their construction corrtract and will manage the construction.The City is obligated to pay for all constructions costs,WSDOT inspection costs and related indirect costs.The specific work proposed under this agreement will be performed during the State's construction of the SR 16—Anderson Creek Tributary to Sinclair Inlet- Removal of the Fish Barrier. ATTACHMENTS: 1)Council Summary 2) Utility Construction Agreement(w/attached exhibits) FISCAL IMPACTS(Include Budgeted Amount): The estimated oonstruction costs are$182,367.48, .with an advanced payment of$27,355.12; however,the agreement allows for a 25%increase for � unforeseen conditions,and sfl total costs could be up to$227,959.35. This amourrt is included in the budget and will be fully funded by the water and sewer utility. STUDY SESSION AGENDA: � No Presentation ❑ Full Presentation STUDY SESSION ACT10N: 0 Consent Agenda ❑ General Business O Public Hearing RECOMMENDED IIIIOTION: Move to approve the Utility Construction Agreement with WSDOT and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as preserrted. COUNCIL ACTION: [�Approve ❑ Deny ❑Table ❑ Continue ❑ No Action Fortn Updated 01107115 ' ' ' ' I 4 � Washington State �� Department of Twansportation Utility Name and Address Utility Construction � City of Bremerton � Agreement � 3027 Olympus Drive Bremerton, Vb'A 98310 Work by State - Utility Cost � � Agreement Number Region Pro�ect Title/Location UTB-1231 O(ympic Region XL �0�8 s�ace Ro�te M�ieposts � Anderson Creek �I'ributary to Sinclair Inlet 16 From 27.70 To 2g.20 Fish Barrier Removal Estimated Agreement Amount Advance Payment Amount $ 182,367.48 ❑ N/A $ 27,3>j.12 This Utility Construction Agreement is made and entered into between the State of Washington Department of Transportation, herein (STATE)and the above named UTILITY. WHEREAS, the STATE is planning the construction or improvement of the State Route as shown above forthe listed STATE Project, and in connection therewith, it is necessary to remove and/or relocate and/or construct certain UTILITY facilities, herein the(Work), and WHEREAS,the UTILITY is responsible for(1}the cost of the Work for UTILITY facilities located without a documented ownership of and/or interest in real property, such as being located pursuant to a franchise, a permit, or undocumented permission, (2) all betterments,and (3) new facilities, and � WHEREAS,the Work shall be defined as all materials,equipment, labor,contract administration and any other efforts required to perform the relocation,construction, and/or removal of the UTILITY's facilities, and WHEREAS,the Work includes❑ Betterments; ❑ Relocation of Facilities with Property Rights; ❑x Facilities without Property Rights; � Installation of New Facilities; ❑ Removal of Existing Facilities from the STATE right of way, and WHEREAS, it is deemed to be in the best public interest for the STATE to include the Work in the STATE's Project, NOW,THEREFORE, pursuant to RCW 47.01210 and chapter 47.44 RCW and in consideration of the terms,conditions,covenants, and performances contained herein, as well as the attached Exhibits which are incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: 1. PLANS, SPECIFICATIONS AND BIDS 1.1 Pro�am��idP: Utdity Relocation and Accommodation�on Federal Aid Highway Projects shall determine and establish the definitions and applicable standards and payments for this Agreement. By this reference this document is adopted and made a part of this Agreement as if fully contained herein. � 1.2 Betterment:A betterment is any improvement to tlie UTILITY's facilities not required by code, regulation,standard industry practice, or any other applicable regulation. If any of the Work constitutes a betterment as defined in the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects,the UTILITY is solely responsible for the costs of such improvement. - 1.3 The STATE, acting on behalf of the UTILITY,agrees to perform the UTILITY facilities Work in accordance with Exhibit A, Special Provisions,and Exhibit C, Plans,where either: (1) UTILITY supplied the Work plans and special provisions to the STATE, or(2)STATE developed the Work plans and special provisions from UTILITY-provided information DOT Form 22a-os2 EF Page 1 of 6 Agreement UTB-1231 Rewsed 1/2011 , � � 1 � 1 4 The STATE will incorporate the Plans and Special Provisions into the STATE Project in accordance with UTILITY requirements. The UTILITY agrees that it is solely responsible for insuring that all Special Provisions, Plans and UTILITY standards are met and that it has supplied the STATE with all applicable standards, codes, regulations, or any other requirements the UTILITY is obligated to meet, unless otherwise noted. 1.4 The UTILITY has reviewed and approved the Work Special Provisions and Plans that will be incorporated into the STATE Project.The STATE will advertise the Work and Project for bids.The STATE will be the UTILITY's representative during the Ad and award period. When requested by the STATE,the UTILITY shall timely assist the STATE in answering bid questions and resolving any design issues that may arise associated with the Work. All comments and clarifications must go through the STATE. If the UTILITY supplied the Work plans and special provisions,the UTILITY agrees to provide the STATE with any addenda required for the Work during the Ad period, to the Parties' mutual satisfaction 1.5 The STATE will provide the UTILITY with written notification of the bid price no later than five(5)days after award for all Work items for which the UTILITY is responsible for the cost The UTILITY shall respond in writing to the STATE, stating its ' Acceptance or Rejection of the Work items, within two(2)working days. 1.6 Should the UTILITY reject the bid Work items for which it has cost responsibility� 1.6.1 The STATE shall delete said items from the Project.The UTILITY agrees to reimburse the STATE for engineering costs and direct and related indirect costs incurred by the STATE associated with deleting the bid Work items from the Project, including any redesign, reengineering or re-estimating, if necessary, to delete the Work items, and the UTILITY agrees to pay such costs upon receipt of a STATE invoice.' 1.6.2 The UTILITY agrees that should it reject the bid Work items for which it has cost responsibility, it shall continue to be obligated to timely relocate its facilities as required by the STATE Project. The UTILITY further agrees that should its actions delay or otherwise damage the STATE Project, it shall be liable for such costs. . 2. CONSTRUCTION, INSPECTION, AND ACCEPTANCE 2.1 The STATE agrees to administer the Work on behalf of the UTILITY. 2.2 The UTILITY agrees to disconnect and/or reconnect its facilities as required by the STATE when such disconnection or reconnection is required to be performed by the UTILITY.The Parties agree to define disconnect and/or reconnection requirements, including notification and response in Exhibit A.The STATE agrees, as part of the Work,to remove disconnected and/or abandoned facilities at the UTILITY's cost. UTILITY facilities not removed pursuant to this Agreement shall remain the ownership, operation and maintenance responsibility of the UTILlTY. � 2.3 alva e:All materials removed by the STATE shall be reclaimed or disposed of by the STATE and shall become the property of the STATE. If the UTILITY desires to retain such materials and the STATE agrees, the value of salvaged materials will be paid to the STATE in an amount not less than that required by the Program Guide: Utility Relocation and Accommodation on Federal Aid Highway Projects. ❑x 2.4 The UTILITY may furnish an inspector for the Work. The UTILITY agrees that it is solely responsible for all such inspection costs. The UTILITY's inspector shall not directly contact the STATE's contractor.All contact between the UTILITY's inspector and the STATE's contractor shall be through the STATE's representatives. The STATE's Project Construction Engineer may require the removal and/or replacement of the UTILITY's inspector if the inspector interferes with the STATE's Project, STATE's contractor and/or the Work. ' OR ❑ 2.4 The UTILITY shall furnish an inspector for the Work. The UTILITY agrees that it is solely responsible for all such inspection costs. The UTILITY's inspector shall not directly contact the STATE's contractor.All contact between the UTILITY's inspector and the STATE's contractor shall be through the STATE's representatives. The STATE's Project Construction Engineer may require the removal and/or replacement of the UTILITY's inspector if the inspector interferes with the STATE's Project, STATE's contractor andlor the Work. DOT Form 22a-os2 EF Page 2 of 6 Agreement UTB-1231 Revised 1/20t 1 � „ . , . 2.5 The STATE shall promptly notify the UTILITY in writing when the Work is completed 2.6 The UTILITY shall, within thirtv ( 30 )working days of being notified that the Work is completed. (a)deliver a letter of acceptance to the STATE which shall include a release and waiver of all future claims or demands of any nature resulting ' from the performance of the Work and the STATE's administration thereof, or(b)deliver to the STATE written reasons why _ the Work does not comply with the previously approved Plans and Special Provisions. The UTILITY agrees to work diligently and in good faith with the STATE to resolve any issues so as not to delay the STATE's Project. If all issues are resolved, the UTILITY agrees to deliver to the STATE a letter of acceptance as provided herein. 2.7 If the UTILITY does not respond within ninetv ( 90 )working days as provided in Section 2.6,the Work and the administration thereof will be deemed accepted by the UTILITY, and the STATE shall be released from all future claims and demands. 2.8 Upon completion and acceptance of the Work pursuant to Sections 2.6 or 2.7, the UTILITY agrees that it shall be solely responsible for all future ownership,operation and maintenance costs of its facilities,without STATE liability or expense. 2.9 The STATE will prepare the final construction documentation in general conformance with the STATE's Construction Manual. The STATE will maintain one set of plans as the official"as-built"set,then make notations in red of all plan revisions typically recorded per standard STATE practice, as directed by the STATE's Construction Manual. Once the UTILiTY has accepted the Work per Section 2.6 or 2.7, the STATE upon request by the UTILITY will provide one reproduable set of contract as-builts to the UTILITY, and the UTILITY agrees to pay the cost�of reproduction upon receipt of a STATE invoice 3. PAYMENT 3.1 The UTILIN agrees that it shall be responsible for the actual direct and related indirect costs, including mobilization, construction engineering,contract admirnstration and overhead costs, associated with the Work.The cost of this Work is estimated to be One Hundred Eiahtv-two Thousand Three Hundred Sixtv-seven and Fortv-eiaht Cents Dollars ($ 182.367.48 ).An itemized estimate of UTILITY-responsible costs for Work to be performed by the STATE on behalf of the UTILITY is included in Exhibit B, Cost Estimate. 3.2 When applicable the UTILITY agrees to pay the STATE the"Advance Payment AmounY'stated above within twenty(20) calendar days after the STATE submits its first partial payment request to the UTILITY.The advance payment represents fifteen(15) percent of the estimate of cost for which the UTILITY is responsible.The advance payment will be carried throughout the life of the Work with final adjustment made in the final invoice 3.3 The Parties acknowledge and agree that the STATE does not have the legal authority to advance state funds for the UTILITY's Work under this Agreement. Should the UTILITY fail to make payment according to the terms of this Agreement, the STATE shall have the right to terminate this Agreement, charging the UTILITY for all associated costs of termination, including non-cancellable items,as well as associated Project delay and contractor claims. Such termination shall not relieve the UTILITY's obligation to timely relocate its facilities as provided under Section 1.6.2 3.4 The UTILITY, in consideration of the faithful performance of the Work to be done by the STATE, agrees to pay the STATE , for the actual direct and related indirect cost of all Work for which the UTILITY is responsible, including mobilization, construction engineering,administration and overhead costs.The STATE shall invoice the UTILITY and provide supporting documentation therefore, and the UTILITY agrees to pay the STATE within thirty(30)calendar days of receipt of an invoice. A partial payment will not constitute agreement as to the appropriateness of any iterrm and that, at the time of final invoice,the Parties will resolve any discrepancies. DOT Form 224-062 EF Page 3 of 6 Agreement UTB-123i • Revised 1I2011 � „ . , . 4. CHANGE IN WORK OR COST INCREASE 4.1 Increase in Cost: In the event unforeseen conditions require an increase in the cost of the Work for which the UTILITY is responsible, above the Exhibit B, Cost Estimate(including sales tax, engineering, and contingencies) by more than twentv-five ( 25 )percent,the Parties agree to modify Exhibit B to include such cost increase. 4.2 If the STATE determines that additional Work or a change in the Work is required, prior written approval must be secured from the UTILITY; however,where the change is required to mitigate a Project emergency or safety threat to the traveling public, the STATE will direct the change without the UTILITY's prior approval.The STATE will notify the UTILITY of such change as soon as possible thereafter. The UTILITY agrees to respond to all STATE change order requests in writing and within five (5)working days. STATE notification shall not be required for UTILITY-requested changes.The UTILITY agrees to pay all costs associated with the changed Work, as well as the costs of Project or Work delays and/or subsequent contractor � claims associated with the UTILITY's failure to timely respond as required. 4.3 The UTILITY may request additions to the Work through the STATE in writing. The STATE will implement the requested changes as elective changes, provided that a change does not negatively impact the STATE's transportation system and complies with the Standard Specifications, Project permits, state and/or federal law,applicable rules and/or regulations, and/or STATE design policies, and does not unreasonably delay critically scheduled Project contract activities. 4.4 All elective changes to the Work shall be approved in writing by the UTILITY before the STATE directs the contractor to implement the changes, even if an executed change order is not required by the Project contract. The UTILITY agrees to pay for the increases in cost, if any, for such elective changes in accordance with Section 3. 4.5 The STATE will make available to,the UTILITY all change order documentation related to the Work. � 5. FRANCHISE OR PERMIT 5.1 The UTILITY shall apply for a permit, franchise or an amendment to its current franchise for those new or modified UTILITY facilities that will be located within the STATE's right of way.After receiving the application,the STATE will issue the UTILITY a permit or a new or amended franchise. 6. RIGHT OF ENTRY 6.1 The UTILITY agrees to arrange for rights of entry upon all privately owned lands upon which the UTILITY has a claimed property right and which are necessary to perform the Work.The UTILITY also agrees to obtain all necessary permissions for the STATE to perform the Nlork on such lands,which may include reasonable use restrictions on those lands.The UTILITY agrees to provide the rights of entry and applicable permissions under this section to the STATE within � fourteen ( 14 )calendar days of entering into this Agreement. Upon completion of the Work on such lands,the rights of entry and permissions shall terminate. 7. GENERAL PROVISIONS 7.1 Indemnification:To the extent authorized by law,the UTILITY and STATE shall indemnify and hold harmless one another and their employees and/or officers from and shall process and defend at its own expense any and all claims,demands, suits at law or equity, actions, penalties, losses, damages(both to persons and/or property),or costs,of whatsoever kind or nature, brought against the one Party arising out of, in connection with, or incident to the other Party's performance or failure to perForm any aspect of this Agreement, provided, however,that if such claims are caused by or result from the concurrent negligence of(a)the UTILITY and (b)the STATE, their respective employees and/or officers, or involves those actions covered by RCW 4.24.115,this indemnity provision shall be valid and enforceable only to the extent of the negligence of the UTILITY or STATE, and provided further,that nothing herein shall require the UTILITY or STATE to hold harmless or defend the other or its employees and/or officers from any claims arising from that Party's sole negligence or that of its employees and/or officers.The terms of this section shall survive the termination of this Agreement. DOT Form 224-os2 EF Page 4 of 6 Agreement UTB-123i Revised 1I2011 ' . . 7.2 Dis u If a dispute occurs between the UTILITY and the STATE at any time during the prosecution of the Work,the Parties agree to negotiate at the management level to resolve any issues. Should such negotiations fail to produce a satisfactory resolution, the Parties agree to enter into arbitration and/or mediation before proceeding to any other legal _ remedy. Each Party shall be responsible for its own fees and costs. The Parties agree to equally share the cost of a mediator or arbiter. 7 3 Venue: In the event that either Party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this Agreement, the Parties hereto agree that any such action or proceedings shall be brought in the � superior court situated in Thurston County,Washington. Each Party shall be responsible for its own attorney's fees and costs. 7.4 Termination: 7.4.1 Unless otherwise provided herein, the UTILITY may terminate this Agreement upon thirty(30) calendar days written notice to the STATE. If this Agreement is terminated by the UTILITY prior to the fulfillment of the terms stated herein, the UTILITY shall reimburse the STATE for all actual direct and related indirect expenses and costs, including mobilization,construction engineering,contract administration and overhead costs, incurred up to the date of termination associated with the UTILITY Work,as well as the cost of non-cancelable obligations,including any redesign, reengineering or re-estimating, if necessary,to delete the Work, and contractor claims, if any, payment in accordance with Section 3. Further, the UTILITY acknowledges and agrees that should it terminate this Agreement, such termination shall not relieve the UTILITY from its responsibility to design, remove, relocate and/or construct its facilities so as not to defay or conflict with the STATE's Pr.oject. The STATE agrees to provide to the UTILITY all Work-related documents upon final payment by the UTILITY. 7.4.2 Unless otherwise provided herein, the STATE may terminate this Agreement upon thirty(30)calendar days written notice to the UTILITY. Should the STATE terminate this Agreement,the UTILITY shall reimburse the STATE for all actual direct and related indirect expenses and costs, including mobilization,construction engineering,contract administration and overhead costs, incurred by the STATE up to the date of termination associated with the UTILITY Work. The UTILITY acknowledges and agrees that should the STATE terminate this Agreement, such termination shall not relieve the UTILITY from its responsibility to design, remove, relocate and/or construct its facilities so as not to delay or conflict with the STATE's Project. The STATE agrees to provide to the UTILITY all ' Work-related documents upon final payment by the UTILITY. 7.5 Amendments: This Agreement may be amended by the mutual agreement of the Parties Such amendments or modifications shall not be binding unless put in writing and signed by persons authorized to bind each of the Parties. 7.6 Indeoendent Contractor: Both Parties shall be deemed independent contractors for all purposes,and the employees of each Party and any of its contractors, subcontractors, consultants,and the employees thereof, shall not in any manner be deemed to be the employees of the other Party 7 7 Audit and Records: During the progress of the Work and for a period of not less than three(3)years from the date of final payment, both Parties shall maintain the records and accounts pertaining to the Work and shall make them available during normal business hours and as often as necessary,for inspection and audit by the other Party, State of Washington,and/or Federal Government and copies of all records, accounts, documents or other data pertaining to the Work will be furnished upon request.The requesting Party shall pay the cost of copies produced. If any litigation, claim or audit is commenced,the records and accounts_along with supporting documentation shall be retained until any litigation,claim or audit finding has been resolved even though such litigation,claim or audit continues past the three-year retention period. 7.8 Workina Davs: Working days for this Agreement are defined as Monday through Friday,excluding Washington State holidays pe�RCW 1.16.050. - DOT Form 224-062 EF Page 5 of 6 Agreement UTB-1231 Revised 1I2011 IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and year last written below. UTILITY STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION . By � By Name ��l`�'I�l,U I�.Qln�f Name --J p��f_.��,r_hC�s ��. Title �� (��M OY .. Tit�e �� Date :D �� Date �' L�i' � �o DOT Form 224-062 EF Page 6 of 6 Agreement UTB-1231 Revised 1I2011 • ' ' . � EXHIBIT A , SPECIAL PROVISIONS SCOPE OF WORK The Work proposed within this Agreement is for UTILITY facilities on STATE's highway right of way and the UTILITY is obligated to pay for all construction costs. The Work proposed under this Agreement is for the relocation of certain UTILITY facilities to be performed during the STATE's construction of the,SR 16 —Anderson Creek Tributary to Sinclair Inlet— Fish Barrier Removal project as described herein: � . WORK TO BE PERFORMED BY THE STATE Exhibit G Sheet 1 C throuqh 5C 1. Furnish and install all labor, materials, and equipment associated with,the installation, � operation, and removal of the watermain bypass. 2. Furnish and install all labor, materials, and equipment associated with the installation, operation, and removal of the approved sanitary sewer bypass. 3. Furnish and install all labor, materials, and equipment associated with the relocation of the 18 inch diameter Ductile Iron water main. 4. Removal and disposal of the existing 8 inch diameter asbestos concrete water main. 5. Furnish and install all labor, materials, and equipment associated with the relocation of the 8 inch diameter PVC sanitary sewer main and 48 inch manhole. 6. Cleaning, testing, and videoing of the new 8" PVC sewer main. 7. Chlorinating, testing, and flushing of the new 18" Ductile Iron water main. WORK TO BE PERFORMED BY THE UTfLITY Exhibit C, Sheet 4C 1. Provide review and approval of the contractor submitted sanitary sewer bypass plan. 2. Provide water and sewer system shut off. 3. Provide city staff for the witnessing of the water and sewer mains testing and disinfecting. BETTERMENT � Adjustrnent of the UTILITY's facilities does not constitute a betterment as defined in Federal - Aid Policy Guide —23 CFR 645A, Subpart A. Agreement No. UTB-1231 � Exhibit A Page 1 A � � _ Exhibit B Utility Construction Agreement � Cost Estimate � Std. DESCRIPTION Unit Quantity Unit Price Amount � Bid ., 0001 Mobilization L.S. $15,000.00 0120 Removing asphalt concrete pavement S.Y. 230 $20.00 $4,600.00 Removing existing asbestos cement pipe L.F. 120 $47.00 $5,640.00 0350 Unsuitable foundation excavation incl. haul C.Y. 20 $28.00 $560.00 Bypass pumping L.S. $15,000.00 3767 PVC sanitary sewer pipe 8 in. diameter L.F. 113 $45.00 $5,085.00 Testing sewer pipe L.F. 113 $5.00 $565.00 FA sewer L.S. � $5,000.00 Temporary 6"HDPE bypass w/pipe bridge L.S. $15,000.00 3815 Bank run gravel for trench backfill C.Y.' 230 ,$30.00 $6,900.00 6155 Gate valve 6 in. EA 1 $1,200.00 $1,200.00 3822 Butterfly valve 16 in. EA 1 $3,000.00 $3,000.00 3823 ButterFly valve 18 in. EA 1 $4,000.00 $4,000.00 . 3871 Ductile iron pipe for water main 16 in. diameter L.F. 120 $63.00 $7,560.00 3872 Ductile iron pipe for water main 18 in. diameter L.F. 95 $77.00 $7,315.00 FA water L.S. $10,000.00 5334 Anti-stripping additive Est. $30.00 5767 HMA CI. 1/2 in. PG 64-22 Ton 50 $125.00 $6,250.00 5830 Job mix compliance price adjustment CALC $150.00 5835 Compaction price�adjustment CALC $80.00 7007 Shoring or extra excavation trench S.F. 667 $4.50 $3,001.50 7008 Shoring or extra excavation Class B S.F. 860 $4.50 $3,870.00 7017 Gravel backfill for pipe zone bedding C.Y. 43 $35.00 $1,505.00 7015 Controlled density fill C.Y. 13 $121.00 $1,573.00 3080 Adjust manhole � EA 1 $520.00 $520.00 7360 Manhole 48 in.diameter rype EA 1 $4,350.00 $4,350.00 7728 Minor change CALC . . ($5.00) Agreement Subtotal $127,749.50 Sales Tax @ 8.70% $11,114.21 , Subtotal $138,863.71 *Engineering @ 15% $20,829.56 � Contingencies @ 4% $5,554.55 Subtotal $165,247.81 � **Indirect Costs @ 10.36% $17,119.67 Total Estimated Cost $182,367.48 *Mobilization and Engineering costs will be determined by a proration of the mobilization and engineering costs of the entire project to the construction costs of the work covered by this agreement. 'The indirect cost will be applied at the actual rate in affect at the time the work is performed, in accordance with Washington State Department of Transportation Directive D 13-21. Agreement UTB-1231 . Page 1B Exhibit B� ,--- -T-- -- -- - r -- - i , , '� I GENERAL NOTES: , — -.....- - -- - - - - . __... . - - -- - � --- _ _ . _ _ -- - • - , -. . , _ �� -- ==--___— -- � ; . — .- �- - .3 -- . .- - — - � --- . . ,.. __ __ ; _..._________� -� 1 -- '-—� - " � ' I 1. ADJUST ALL EXISTING UTILITIES TO FINISH GRADE " � ' - - _�EFLECT NE 16"DI WATER MAIN ; � •� AS NEEDED F RACTG�aro�Etv�---- � 2. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC , \ � ----------- � j i UTILITIES FROM DAMAGE WHEN TRENCHING ACROSS OR ADJACENT s�� - �,� - STa 2+i6 8'Lr �,� � TO THESE EXISTING UTILITIES. i `�� o �! EX.16"WATER MAIN � - - - --., -.-- -_------I Y r�,y #�N �� POTHOLED � _ . .- -- --- �"� � � 3. PIPE TRENCH SHALL BE IN ACCORDANCE WITH DETAILS# i �Z o� , �I 1 , _.. ....:`--- - - ._ EX 16"DI Z �y - - '- - c�� 1 _ . ... -w --w --• --• --; r.__. =' -� �`�- _ _- \ > � , -=- --- -� . --- _�- .- �;._- ____._� ____.. ...... .- ...._.___..__ - _...______ _,____-_____, ____ _. � 4. LOCATIONS OF EXISTING UTILITY LOCATIONS,INCLUDING --� --- - - � . � EX.te"DI � I `-•' ` � �°A"LIIVE - - --� - - - -- - -- - 3 , - � _. _-„ � CONNECTIONS,FITTINGS AND SIZES,ARE APPROXIMATE USING THE -w __W __w _ w _ ��s BFv M 8 BFV e sFv� BEST AVAILABLE INFORMATION. CONTRACTOR SHALL POTHOLE • �' EX.16"DI �_.• "��'w ; .,: � � ; � UTILITIES TO VERIFY EXISTING CONDITIONS WHERE NECESSARY. a , .. _.. - #2 I _ \ I � - ----�- - �'��•. -EX.8"PVC - L_.. . .. _. _.. _ _EX.8"PVC - - -1- - -- - - - � - - , - - � - - , --= � - - - � EX 8"PVC �- - � 0 2�q 2-50 .� - - \ - - - - - - -3�00 r � i c� � ��'-°- � . � a�vDERSON HILL RD � —� � , WATERCONSTRUCTIONNOTES: � --- ---- o. � --�X �' .._ • --- - ---- - I -- -- "' ` -- ----.. o- � � "' � � - -- --- - - --- -- -- -- - - --� CLASS 52 DUCTILE IRON WATER MAIN.RESTRAINED JOINT. - -- = -- -� -- _�--- • ---� - �- • --- -:i .._. --=-- -- _ _,.. -1�,it - �\w �-' - - � �=2�w �� - - ---�-j � _ � - - - --- -- -.. � O .�__� , �a -�— -- 'r��—t r� \ �—��_�� ~� +�� —` rEX 8 A ,� Y I- _ _ . 2}y°I � O2 CAP AND ABANDON OR REMOVE EXISTING WATER PIPING AND �''' — —=P — _�P _ _�P _ _:P Q —�c _ _ —�P1� \ _ .. _ " ' �, _ �_ �_ �_` � �g. _ _ _ J �� FITTINGS WHERE THERE IS A CONFLICT WITH NEW UTILITIES. WHERE , �, � �, W - °P- °P�-�--oP �-oa--�__�__� __� I EXISTING PIPE IS ASBESTOS CEMENT,ENSURE PROPER REMOVAL �, 20, �� cG / - ^� ; _ - - °P-�°P --�--�-- AND DISPOSAL PER STATE REQUIREMENTS. � P ,�! 11 y �y ! ~ --'�`� ^`--� _� O3 ABANDON EXISTING VALVE. � PLAN O �� 3 F /// y .�--� �� ` �� SI � I y . � f. . —O�� `�.,N \ U V ` #QO � i HORIZ:1"=20' _ _ _ - - - ( �1'� - �_ -� �� R "' o "0�'�N 2 j O4 THRUST BLOCK CONSTRUCTION PRIOR TO CONNECTION,SEE " \\ � � " ��'- ^\ m WSDOT ROW � DETAIL# "A"LINE OS REMOVE AND SALVAGE EXISTING FIRE HYDRANT TO CITY. 113' 8°PVC SEWER O6 REMOVE AND CAP EXISTING 16"WATER MAIN DURING CULVERT iz� i2�� INSTALLATION. INSTALL NEW 16"DI MAIN AFTER CULVERT HAS BEEN 18'DI PIPE 16"DI WATER BACK FILLED. � - I _ _ . I 30 � SEWER CONTRUCTION NOTES: I 30 sra�+si a.so�r sTa 2+�s s'LT - STA 2+g6 8'LT STA 2+g6 8'LT j 1� SANITARY SEWER PIPE PER PLAN.PROVIDE BY-PASS PUMPING PLAN 18'TEE CONNECTION EX.16"WATER(POTHOLED) EX.16"BFV CONNECTION EX. 16"BFV i TO CITY FOR REVIE�N AND APPROVAL PRIOR TO CONSTRUCTION. AND 16"BFV Z SURFACE EL.=20'APPROX.. PORT ORCHARD BYPASS SEE DETAIL e - � TOP EL.=16.66' - , INV.EL.=15.33 � i ❑2 PRESSURE SEWER SERVICE LATERAL.POTHOLE FOR LOCATION. 20 EXISTING GRADE._ _.___.. . _ __ __ _._______ ____ _ _ _ __ _ ZO ENSURE SEWER SERVICE TO LATERAL DURING BYPASS. - � ---- - ...._ ....-� -- ---- — -------- - - -- -- - -- ----� --- _. EX ISTING GRADE .._...---- �- •---•--.....,_ I a CAP AND ABANDON EXISTING SEWER PIPING. EX.18•��w� Ex.�a°oi�vv) I REMOVE IF IN CONFLICT WITH NEW UTILITIES. ., � , _ _ . . : . . �: - � - � - - • - � - - - - • - _ - - � - - - - � - „ - � - - - - - - - � • - - - - - i '" � �� ' —E�B"PU��J �4 48-INCH DIAMETER MANHOLE WITH SADDLE BASE ON EXISTING .8 P (S) . . _ . �� - _ � W �� j SEWER PIPE PER COB STD DETAIL#6001. �o o a= W w o,�w I 10 �5 INSTALL 8"SEWER PIPE THROUGH SLEEVE PROVIDED IN NEW BOX �`�� N N U N U I CULVERT. GROUT ANNULAR SPACE BETWEEN PPIPE AND SLEEVE. (n (D ^W� X Q PROFILE ��z m� �m ;� � STA 2+1 3❑ � O ' HORIZ:1"=20' EX.8"SEWER(POTHOLED 5 I VERT:1'=5' INV.EL.=14.06' _ I O 0 p 1+50 2-00 2+50 3+00 FILE NAME $S$$SSSSDESIGNFILENAMESS$SSS ..�. TIME SnnneS "EWON g*"T� FED.AID PROJ.NO. :��N r ��,�• � �� DATE S$$$DATES$$ "�' %�'°�°� �"'"��'�: . Agreement UTB-1231 `�� UT2 PLOTTED BY SEUSERNAMESS 10 WAS � � DESIGNEDBY L ��I-`�•fv ,yeNu�' � � � i EXHIBIT C ENTEREDBY I_ v^RITTJN � ��-�G� • � � WashingtonState Sheet 1C gH� CHECKED BY A A�1CS coM.nwcr�o �oc.,non�+o ��+_*�`��"�� epartment of Transportation oF PROJ.ENGR. �1 BR!�-ON ^- ��"�� _ X_4�� - • o•re n.re SMEET9 REGIONALADM. .�C DAYT.^,N REVISION DATE BY PE.STAYVBOI P.2.STNNPBOi —---- --- --� �, ; \_ i � � — 60/ % --- - ----- -- -- -- - ------i GENERALNOTES: ��o; "f . � ., � W�� \ �� :'� �.. _ F'� p ;*-� � ?�..� " � � B" �� I 1. ADJUST ALL EXISTING UTILITIES TO FINISH GRADE. � l� � ' •;.� - � � .' '�l . � ``� �i �� Q�� l��' � . � 2. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC /� � 3 � j � �' z-So � UTILITIES FROti1��AMAGE WHEN TRENCHING ACROSS OR ADJACENT • I �" w � �� m� �� a"� �'� � / TO THESE EXISTING UTILITIES. � � a � I /` :. % \ \I w f� �� \w ` ' . ¢ _� ., � �/��, �s� � � ��` �°� � Fk�B qC_ i� 4�� ,q,,�CF^ ' w �\��6 eF ��,. \\X'sn ��-..� \ i 3. PIPE TRENCH SHALL BE IN ACCORDANCE WITH DETAILS# � '�v I t � % �\ ,��,o��• �a'� a � � ' �'N �'s;� , �� - 4 LOCATI N OF EXISTING UTILITY LOCATIONS,INCLUDING � �,= s, • •..� �'�,_ ,. . �. �\ � y� �� - ,Fk w e• � . 0 S ;� �� o /,` � \^`1 ` ,� \� / �w h �y��< .,a\p�� BFj, W�\ CONNECTIONS,FITTINGS AND SIZES,ARE APPROXIMATE USING THE � �,� oo ;'� �•\�-= `.,� ` ,��;� ,` �� "f:� �� ,�,00 �� yi��.Bn '�'�\ � � BEST AVAILABLE INFORNIATION. CONTRACTOR SHALL POTHOLE N s�`' / � ^ . � �� ` � � � � �y� � �/ �� y eF� +� ,'i UTILITIES TO VERIFY EXISTING CONDITIONS WHERE NECESSARY. i � / `' _ . v � ^� ^ ,�o. 1 ^` �1 0 ��,��`�'�, �cb\ �.y�' �� ; \ �� \ \ �� ; / g � �, � � / / � � � 'o` �'J �a'\ /g� ?�� h�, / /� �w�F'1'7 � I i � � � a' � \ � �'��l.� / � \ � � „ \- �+►��,o� I WATER CONSTRUCTION NOTES: l�.' � ,.B„LINE � � �/ �r / ° i+�o i o �t '' �N a � � . • o �5 � , BYy1,�SS PIPIN SUSPEND OVER CRt FK 2+00 � cb �� . . Z+Sp •� `�", \ � �� O BYPASS BRIDGE SHALL CONSIST OF A 12"STEEL CASING, I � +�� ;� / J �(' �`� � / �� F�, n ?�, � R E S T R A I N E D A T B O T H E N D B Y H E A V Y D U N P I P E CIAMP S BOLTED T O ` � � ! � �� . _ ��8 q�. A 5'x 5'x 2'C O N C R E T E B L O C K. S E E D E T A I L 4 .� ��Q �S' % / And,erscn CreAk �Tributar Ws � � •�WqTFR ,�*� T5 �' z Z o '�J '� f y ��T a°� ''� �^� � �w ;� — _ R�W �qo �� + • O2 BYPASS PIPING SHALL BE 6"HDPE(IPS,DR 17)WELDED PIPE. i � m U � % �/ J �, •n \�oa fr�� \�♦ I j �w oS' ��QQ �� ! (3� WATER PIPE SHALL HAVE 3'OF COVER AT BOTH ENDS OF 6"HDPE I C ' �f ;, oo�� °"�\o „ BYPASS PIPING. THRUST BLOCKS ARE REQUIRED AT I �N � % y,� � BOTH ENDS CONNECTIONS. SEE DETAIL# � HORIZ: =20' �/ I j , i/ • �� \ � 1 - ; ; ', SEWER CONTRUCTION NOTES: "B"LINE 1� PRESSURE SEWER SERVICE LATERAL.POTHOLE FOR LOCATION. 135' 6"HDPE WELDED PIPE BYPASS 48' 12"STEEL CASING BYPASS BRIDGE I_ - - 30 STA?*03 1.9'LT , _ �J �o"GV FL 1 Q SEE DETAIL� STA 2+47 4.2'LT �� EX.6"GV FL C � �¢ "HDPE WATER PIPE BYPASS S�E DETAIL �T5 A-1 BUILDING �,w INSTALL TENIPORARY AIRVAC EFLECT o"HDPE - , _ ENCASED IN 12"STEEL PIPE. Z I RELEASE VALVE ASSEMBLY TO ALIGN�NITH 6""Y' _ _ o SEE DETAIL 4e 20 J T -------------...- -- ------ EXISTING GRA�E ... EXISTING GR,4DE � m �..--.-----------�-- -----=--------------� ----�--—--------- �------ -—--L�------�---------- - . . . ___' � STA 1+11 2."0'LT r �.� � _ - " - . I . - . :..a.r..�,:u�-��---'— - �._. .. . ...�.—` --- __:__.�---- .. .. .._. �.� . �,. � EX.18"DI CONNECTION �• . �;i^. :?�: - � T.. .....� �. i SEE DETAIL I I •�-- .r'- -t�...-. "-- -�- - � - � ...,_ , ---- -------- I� - - T - - �z - . - _ . W i Y Y IW - � ' O O IW 10 " . _ IQ . . . . . i �- � �-�-�---�---�� . . m. . . . . . . . . . m � - la � w � � w a a��LL �riryH � `nNH �� O - +O +X� ��m �m Tx� +O = PRflFILE . ��y� _ Xz �W ^w. ¢Xz �o = o v��W �."'�. r� �� i"'� �I w . ; - HORIZ:1"=20' `�" `�� VERT:1"=5' - � 1+00 1+50 2+00 • 2+50 2 90 0 70 FILE NAME SS8SSSSSDESIGNFILENAMESSSSSS �� • . . _ TIME STIMES HEGION STare FED.AID PROJ.NO. ;�,�N r ��,`�' DATE $$SSDATE$$$ 10 WAS i �O°�p4 •Asy~�� -„ y Agreement UTB-1231 �T�� PLOTTED BY SSUSERNAMESS � � � � EXHIBIT C DESIGNED BY �RI f f�N ,9e^u � ENTEREDBY i �P,IiT:��+ � J�� g i WashingtonState Sheet 2C sxE�r CHECKED BY A :>�t;� co�rnwcrxo �ocnnor+Ho ��T�`��8'�� Department of Transportation , oF PROJ.ENGR. �1 BR�-��N X_��'.�'3 '�•��• onre o�re sneers REGIONALADM. �C �aYT��N REVISION DATE BY P.EST4YPB01( PESTIINVBO% - -. _..___--- --- -------i o ,� . � - ;" / � o � � ; � , ,� �. , � i . - � i .;��.�ii " � � � � I ' � � 8 LINE ST.41+11 J �\ i� � �� i GENERAL NOTES: C LINE STA 1+�6 �' c� �} • � SEE DETAIL� , ! " �� 1 ADJUST ALL EXISTING UTILITIES TO FINISH GRADE. T� % 2 'a� �Q � ti i 21 LF-18"DI WATER PIPE �a !� � � 2. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC / q � A LINE STA 1+65 `�� C.LINE STA 1+7g UTILITIES FROM DAMAGE WHEN TRENCHING ACROSS OR ADJACENT '� � � � SEE DETAIL 2 TO THESE EXISTING UTILITIES. �o� 4 / � 56 LF-18"DI WATER PIPE o � \ e /yv ` :' i � EqSE,y��T(/�F / W> ; � �� 1 , i 3. PIPE TRENCH SHALL BE IN ACCORDANCE WITH DETAILS# ,_`� ��' �+ao : , , � "C"L1NE � { ,/ 4. LOCATIONS OF EXISTING UTILITY LOCATIONS,INCLUDING ' • i�5o � w CONNECTIONS,FITTINGS AND SIZES,ARE APPROXIMATE USING THE ,��.� �\f �� w � 2+00 ; BEST AVAILABLE INFORMATION. CONTRACTOR SHALL POTHOLE � \ � ' WSo � "�— 2 , � � =l � UTILITIES TO VERIFY EXISTING CONDITIONS WHERE NECESSARY. ` ,\ ? i � oTRQ�� j �w��r-- ____ J .�\ � � � � --_ � � ' �` � \Ep � 3N��L�� ' � --�Ur��M�rs , '� WATER CONSTRUCTION NOTES: O �� I �8, _ � « � � ,� � --i � �--�r � I " - - �\ . �, \ � 7 , _. /� � �q �� 8.0j \ 1O CLASS 52 DUCTILE IRON WATER MAIN WITH RESTRAINED JOINTS. � �� i. � ' 3 � , � - ,::��—__i__L� � � O2 CAP AND ABANDON EXISTING WATER PIPING AND FITTINGS. . � �4 ,%�' -�_,�� / `� --� - - -.-_ • ' ;' , REMOVE PIPE SECTIONS IN CONFLICT WITH NEW UTILITIES. PLAN � ' — -----___ 8�;�o T ��..�_. � . _ti --,i� � : � -- -- . _, i � � . '� f. �3� ��..• �f �i------ / �f� • Js � . .. ----- � � ,�. ��•, .- �I � ,' � ------ : # - 3� ABANDON EXISTING VALVE. HORIZ:1"=20" • � N - ,0 �/• �--�>-�-- -_ ;Q, � I �' , � � �.. � -1------ __ O4 THRUST BLOCK CONSTRUCTION PRIOR TO CONNECTION,SEE `< � 7 ='i� ___{-_;� / DETAIL# "C"LINE 83' t8"DI WATER PIPE SEWER CONTRUCTION NOTES: - 1�� POT HOLE LOCATION AND ELEVATION OF EXISTING SE�NER MAIN TO I_ _ MAINTAIN REQUIRED SEPARATION WITH WATER MAIN. ENCASE 3o I POTHOLE FOR 30 SEWER PIPE WITH CONCRETE PER DOH REQUIREMENTS AS NEEDED. POWER LOCATION. I. � EXISTING SEWER P PI EM ER COB STD DET,AIL 600 DLE BASE ON I STA T+08 0.3'LT 18"8FV CONNECTION STA 1+30 7.5'LT STA 1+85 3'RT STA 1+88 1.9'RT �- SEE DETAIL 1 �8"22112°BEND . ST'�1+39 18"22 1/2°BEND 18"TEE CONNECTION - � T5 POTHOLE FOR SEE DETAIL 2 �_ STORM DRAIN T 20 I EXISTING_GRADE.-------- ----- - ----------- --- - --- -------- - .._.. --- --. CROSSING... ....- ----. .. ._.. --- -- --------- --- - EXISTING GRADE-- -------- 20 - : I- ___UNOERGROUND POWER ____ ? - ... ------- i EX.18"DI(W) � 18"DI(V� � _ . , '� _ _ I �I� /z 'z O I ' �I� POT HOLE� � �� 0 �� I Fla EX.8"PVC(S) � ;a �� I-. • X�� o� � �n:LL "' � OI� �+ � �:O � PROFILE a�m ¢N a'� - i aX �-, r,� I Qlw �n ao cn,w i. � _ HORIZ:t"=20" �_ VERT:1"=5" _ 0 0 1-00 1+50 2-00 FILE NAME SSSSSSSSDESIGNFILENAMESS$S$$ �.��..� _ TIME $TIME$ A NO M� ST"� FED.AID PROJ.NO. :��' r �e`; �"�"o oA� SSSSDATESS$ �o wns ;�'�R°p •A9y'�A��•j � �i Agreement UTB-1231 •�T�'- PI.OTTED BY SSUSERNAMESS � DESIGNED BY L :,R'T,-0'V �pe nuMegn,� � " ' : EXHIBIT C ENTERED BY �_ c� r r;;V � ��---�Z G ; ��o ; , Washington State g"E� CHECKEDBY A 4�t�•S coxrnwcrwo �ocnnowno ��b,,��rsr�6O��.i DepartmentofTransportation Sheet3C aF PROJ.ENGR. �l a�:r r�N -�;;� ��f:::�'� — _ ��-�• owre o�re SNEETS REGIONAL ADM. •� D A' �N REVISION DATE BY PP ST4YP BO% P E STIINP 901f GENERAL NOTES: SEWER CONNECTION DETAILS NOTES: WATER GENERAL NOTES: . 1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BYPASS PUMPING OR OTHERWISE 1. WATER MAIN INSTALLATION SHALL COMPLY WITH THE NIOST CURRENT APWA-DOT UTILITIES BY NOTIFYING UNDERGROUND UTILITY LOCATES(1-800-424-55555) MAINTAINING SANITARY SEWAGE FLOWS. NO DISCHARGE OF SANITARY SEWAGE TO STANDARD SPECIFICATIONS FOR BREMERTON DEPARTMENT OF PUBLIC WORKS AND FORTY-EIGHT HOURS PRIOR TO CONSTRUCTION. AND NOTIFY UTILITY THE STORM DRAIN SYSTEM OR ENVIRONMENT SHALL BE ALLOWED. UTILITIES STANDARDS AND WASHINGTON STATE CROSS CONNECTION CONTROL , UNDERGROUND LOCATION CENTER TWO WORKING DAYS IN ADVANCE OF THE CONTRACTOR SHALL SUBMIT PROPOSED PLANS FOR MAINTAINING SEWAGE FLOW. STANDARDS. CONSTRUCTION. THE PLAN SHALL INDICATE THE METHOD OF MAINTAINING SERVICE,THE DURATION OF THE BYPASS IF USED,WHO THE CONTRACTOR HAS DESIGNATED TO BE RESPONSIBLE 2. WATER MAIN SHUT-OFF SHALL BE COORDINATED WITH THE CITY OF BREMERTON 2. THE KNOWN EXISTING UNDERGROUND UTILITY LINES ARE SHOWN ON THE DRAWINGS FOR THE BYPASSING AND THE REDUNDANCY PROVIDED FOR THE BYPASSING. WATER OPERATIONS CREW. CITY PERSONNEL SHALL OPERATE ALL VALVES ON THE IN THEIR APPROXIMATE LOCATION. THERE IS NO GUARANTEE,EXPRESSED OR SYSTEMS SHALL BE DESIGNED FOR THE LOW AND HIGH FLOW WET WEATHER WATER MAINS. IMPLIED,THAT ALL UTILITY LINES ARE SHOWN OR THAT LOCATIONS ARE ACCURATE. CONDITIONS. 7-17.3(1) THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, THE CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS TO 3. THE CONTRACTOR SHALL PROVIDE PROTECTIVE CLOTHING AND EQUIPMENT TO INTERFERENCES,OR CONNECTIONS OCCUR,PRIOR TO TRENCHING OR EXCAVATION REQUEST THEIR VOLUNTARY SUSPENSION OF SEWAGE FLOWS DURING CREWS WORKING WITH ASBESTOS CEMENT PIPE IN ORDER TO ENSURE THE FOR ANY NEW PIPE STRUCTURES TO DETERMINE ACTUAL LOCATIONS.AND SHALL CONSTRUCTION IF REQUIRED. WORKERS EXPOSURE TO ASBESTOS MATERIALS BE AT OR BELOW THE LIMIT MAKE THE APPROPRIATE PROVISIONS TO PROTECT SAID FACILITIES FROM DA�IAGE. 2. ALL NEW SEWER MAINS SHALL BE CLEANED,TESTED,VIDEO'D AND ACCEPTED BY THE PRESCRIBED IN WAC 296-62-07705. SEE SPECIFICATIONS FOR CLOTHING AND CITY ENGINEER BEFORE BEING PLACED INTO SERVICE. EQUIPMENT REQUIREMENTS. 3. OVERHEAD ELECTRICAL POWER,TELEPHONE,CABLE N,AND OTHER OVERHEAD ,. LINES ARE GENERALLY NOT SHOWN. DETERMINE THE EXTENT OF HAZARDS OR 3. ALL NECESSARY FITTINGS MAY NOT BE SHOWN. ADDITIONAL FITTINGS MAY BE 4. ALL WATER MAINS 18-INCH OR LESS SHALL BE DUCTILE IRON CLASS 52,CEMENT IMPACTS ON CONSTRUCTION ACTIVITIES CREATED BY SAID UTILITIES AND OTHER REQUIRED TO ALIGN AND CONNECT PIPES. LINED WATER PIPE. WRAP ALL DUCTILE IRON VALVES AND FITTINGS WITH 8-MIL LINES IN ALL AREAS,AND FOLLOW PROCEDURES DURING CONSTRUCTION AS POLYETHYLENE CONFORMING TO AWWA C-105. REQUIRED BY LAW AND REGULATIONS. PRIOR TO CONSTRUCTION MEET WITH 4. COORDINATE SEWER SYSTEM SHUTDOWN FOR CONNECTIONS WITH THE CITI^S UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER ENGINEERING AND SEWER DEPARTMENTS AT LEAST 7 DAYS IN ADVANCE. THIS WORK 5. A MINIMUM 3-FEET COVER SHALL BE MAINTAINED OVER THE WATER MAIN AT ALL PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT MAY NEED BE PERFORMED AT NIGHT DURING APPROVED HOURS. POINTS.DEFLECT (PER PIPE DEFLECTION ALLOWANCE REQUIREMENTS)THE WATER PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. MAIN ABOVE AND BELOW EXISTING UTILITIES TO MAINTAIN 3-FEET MINIMUM COVER 5. PLUG CUT ENDS OF ABANDONED SECTIONS OF SEWER MANS. AND 1-FOOT(2-FEET FOR SEWER)MINIMUM VERTICAL CLEARANCE BETWEEN 4. RIGHT-OF-WAY AND PROPERTY LINES SHOWN ARE APPROXIMATE ONLY. UTILITIES UNLESS OTHERWISE SPECIFIED. 5. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING, 6. ALL FITTINGS SHALL INCLUDE THRUST BLOCKS,RESTRAINED JOINTS ANDIOR TIE INSTALLING AND MAINTAINING WARNING SIGNS AND DEVICES NECESSARY TO LEGEND: RODS PER STANDARD DETAIL UNLESS OTHERWISE SPECIFIED SAFEGUARD THE GENERAL PUBLIC DURING WORKING AND NON-WORKING HOURS. 7. THE NEW WATER MAIN SHALL BE INSTALLED ONLY AFTER -W --W -- WATER PIPE � BACKFILLED,GRADED,AND COMPACTED IN THE CUT AND FILL AREA. - s - - s - - SEWER PIPE 8. NEW WATER MAINS SHALL BE INSTALLED A MINIMUM OF 10-FEET HORIZONTALLY � STORM PIPE FROM SEWER MAINS. WATER MAINS CROSSING SEWER MAINS SHALL HAVE A MINIMUM 2-FEET VERTICAL SEPARATION. ANY CONFLICTS SHALL BE REPORTED TO ALIGNMENT CONTROL POINTS -oP - -oP - - OVERHEAD POWER-COMMUNICATIONS THE CITY ENGINEER PRIOR TO CONSTRUCTION. POINT ALIGNMENT STATION NORTHING EASTING -eP --eP - - BURIED POWER N0. � 9. WATER MAINS SHALL BE CHLORINATED,PRESSURED TESTED @ 150PSI ABOVE STATIC EP EDGE OF PAVEMENT PRESSURE AND FLUSHED BY THE CONTRACTOR AND WITNESSED BY THE CITY - 1 INTERSECTION"A"&"C" STA 1+65(A)STA 1+79(C) 525850.1786 1511793.9962 INSPECTOR, DISINFECTION SHALL BE DONE IN ACCORDANCE WITH AWWA C 651 fw� WATER VALVE "DISINFECTING WATER MAINS". 2 "A"LINE STA 1+40 525847.8864 1511769.3677 � . g "C'LINE STA 1+40 525868.9776 1511786.1936 � SEWER MANHOLE 10. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH d SIGN 200 PPM CHLORINE SOLUTION PRIOR TO INSTALLATION. _ 4 INTERSECTION"A"&"B" STA 3+45(A) STA 2+85(B) 525867.0223 1511974.9741 ,-� ' �� UTILITIES BOX 11. AFfER DISINFECTING THE WATER MAIN,DISPOSE OF CHLORINATED WATER BY 5 "B"LINE STA 2+90 525869.2862 1511979.0507 (�P POWER BOX DISCHARGING INTO THE NEAREST OPERATING SANITARY SEWER SYSTEM. g "A"LINE STA 3+60 525868.2738 1511988.4210 O WATER CONSTRUCTION NOTES SHEET INDEX 7 INTERSECTION"B"&"C" STA 1+11 (B)STA 1+06(C) 525782.1883 1511822.2160 � SEWER CONSTRUCTION NOTES SHEET NO. DESCRIPTION g I "C"LINE STA 1+00 525776.6015 1511824.5348 g "B"LINE STA 1+00 525777.0242 1511812.9172 UT-1 NOTES AND LEGEND UT-2 "A"LINE � O UT-3 "B"LINE UT� "C"LINE OUT-5 CONNECTION DETAILS FILE NAME SSSSSSSSDESIGNFILENAMESSS$$$ � TIME S11MES REGION srnre •'� �• No. FED.AID PROJ.NO. �,��N T ��,`�' � � p��p DATE SSSSDATE$$$ •�� oe �+sy E+ � � PLOTfEDBY SSUSERNAME$$ 10 WAS � �° ''A'p • -„ ,,; �lgreement UTB-1231 �,f r� DESIGNED BY L �RI?Tv'N ��BNUI�iOEX � � ' � _ ' �XHIBIT C ENTEREDBY � c�irTGN '�C�22 : � Washington State Srieet 4C g�E� CHECKED BY A a�1�S CONTIIACTNO LOCNTIONNO ��n�`�; epartment of Transportation oc PROJ.ENGR. �1 .�R.TT��i� 4,�� rau�� - U'� ��OI1TE OATE 9NEET9 REGIONALADM. K �.aYTCN REVISION DATE BY PE9Tp1�60R PEST>MPBOx ' — ----- ---- — ---- — —.-- ---- � � — � ,��-- -xmwocnvs-T� - ,.� I i WAiER MAIN � _ ` �� ' �,, I i � � . \ 6'GV i - (� i I � I \ I ' \Q' 4 j — — — — � � ' ' �� I I � `` I I I ! I i ;�R;.e.�� :�s<<E.�as•�� f.w�n�� i � 1 I �w-:.�,�� I \� I Gre' �l I � ' EX/6'DI PIPE I s�i'.T u�MaEa��n.E�� , , �2� I : ��:w�oE��, ' � Q / I � ' ! _ .. .'.��nxursunx+srFns I � \ I � B"7EE MJ � i ;f,a _��Y. . � I '' � � . H'GVFLiNJ ITXMEGAIUGS . " " ' 18'DI WATER MAIN \ 1 1 � � � � CAP(FL)AT END OF PROJECT I ,, \ , Qa � I ,w�s•..M:^.,�,� _.. � , I � \ I ?1PE,.� - "� ��/ � — — — — — — — — — I ��m�novm�u�x. ` STCRM_. �{ \ �/ E _tl.WEIEP�F�Odi(' , I P L�,... . � I � i - Q?�/�\ �% I 49AN CUT AND GAP '. �xstx ao..s. ro � \ � � ' ' ...- - I , .. .. .— I" a , .'=':; � r�.��oa.�-� ,. - .:� -� ' �i P 0 I :.�cn�x.u.�tanu*sra �- -' \ �W � \ /��P\r REMOVEATE D -��sscu�nsua �! N � __ _ ..- � ' "� \\ I I �Uil\��j%� �I \ \ I 6+P� OFPROJELi I I . _- . 1 \I � .I �� \ i i 0 I i � i � CAP.4ND ABAIJDON Q \� I , 18'DIWATERNIAIN � ��.,,, �E CONNECTI�N FOR BYPASS DETAlL 3 PIPE �RIDGE SUPPO�tT DETAlL 4 m �� , � 1 � wsooT o�—� 1 I I, \ N.T.S. UT3 N.T.S. UT3 , am �78'22 5'BEN I MJ W �\ � � cD � I I 1 � � r � _ — — . � I I � IB'SPLIiMEGAWGSLEEVE \\ p� EXLIB'BFV I I i I =NCASEDIVAS'KS�2 . , � — I CONCRETE BLOCK. I B'R I6'REOUCE=FI — — — \ — � — ni � " —� II m Id' I �B'x 18'SOLID SLeEVE MJ \ Q� � o � � � 9 I^ I I � � . te'7EE Fl \ 18� DI WA� � . � � I . I I W i EX �B• p�WATER \ \ i i .40ANDON 18'WATER MAIN UNDER GROUND I i \ � POWER RUNS SOUTFI i THROUGH CONNECTION m � I � I � � �, I \� � I I NEEDS LOCATE. I II I I , • 1 a 18'SPOOL i I / � wITN MJ.l G � \ — � —I I 8•pyC�`NER� _— S — � � 1B'-SLFDISPOOLFL<PE � 4a IS m � / � � i � I 18'BFVFLaMJ I /�� I IB'-225'9ENDMJ - S �� i � ' � ' I I� I I — S _ 6'G V F L� REMOVE AND REPLICE 'M , — P V C S E'� — ' �\ \ I I3 B'P�iC SE`NER i 1B'c6'TEEFL � �I // 8�� 5 _— 5 — a � � �al.l '+ S — — � —� — ] � � �� iB'SPLIT:NEGALLIG SLEEVE 8'SPOOLI � nDD NEw SEwER \�y \ I I I x ENCASED IN A 5'a 5'K 7 FL x PE �I �6'7EMPORARV MANF70LE F�R �r I�+ I CONCRETE BLOCK I BYPASS PIPING I BVP455 PUMPING. � / I I � � � - ; \ d I I � � ��5' II � I ��or � _ ABANDON B'WATER I r' + � — � . � i I � 1 I � ' I I �� ' I A — I ROOFING I a — � � EX 8"��te i I W I — PA�MENT� � \1B'BFV� 9' AC B U I LD I N V � EDGE oF � ' � � � ,I � \� �� /i I g.�y 6'GV � li 18'SOLID SLEE�E MJ I I \ � � � � �(/ � i I Op�OP ��OP� ♦� / � QP�� ABANDON 18" I—�� \WATER MAIN •� WA EOR MAIN I SW CONNECTION DETAIL 1 1 �� `r.� i N.T.S. UT3 UT4 , , I � ` -Gv � � O NW CONNECTION DETAI 2 2 O ' UT3 UT4 N.T.S. 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