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HomeMy WebLinkAbout4929Contract Number: 4929 Vendor: TRANSPORTATION, DEPT OF (WA STATE) Subject: Manette Bridge Replacement Utility Agreement - UT 1446 Department: File Class: Begin Date: End Date: Review Date: Vault Date: Engineering LEG 12-1 2/18/2010 6/30/2012 1J1/2012 Comments : .. . f�'l,��f Q�-d� �7'r��� � f�C� � � Wash6ngton State Department of Transporta#ion Paaela .D. 1�9areirnonc9, P.E. Secretary of Transportation Olympic Region Utilities Office 6639 Capitol Boulevard SW Suite 302 PO Box 47446 Tumwater, WA 98504-7446 360-570-6600 / Fax 360-570-6630 TfY: 1-800-833-6388 www.wsdot wa.gov February 18, 2010 City of Bremerton — Public Works & Utilities 3027 Olympus Drive Bremerton, WA 98310 Attention: Mike Mecham RE: SR 303 Spur OL2829 Manette Bridge Replacement MP 2.98 to MP 3.27 Utility Agreement No. UT-1446 Dear Mr. Mecham Attached is the fully executed "UTILITY ORIGINAL" of the subject agreement for completion of your records. If you have any questions, please call me in the Olympic Region Utilities office at 360.570.6743. Sincerely, Pe r M. Townsend Region Utilities Engineer �� �������� ��.� � _ ��;�� PMT: WW Attachment � ����� G;��,,��� � n., e �.R:..�r� a .:� �.�� �=;�,st�9� Cc: B. Runion, MS 47420 (State original and Agreement Edit Form) B. Elliott, MS 47446 (one copy) T. Hayner, MS 47440 (one copy) R. Landon, MS 47440 (one copy) File (one copy) � ', . Washington State �� Department of Transportation Utility Construction OrganizationandAddress City of Bremerton - Public Works & Utilities Agreement 3027 Olympus Drive Work by State - Actual Cost Bremerton, WA 98310 Agreement Number State Route Number UT-1446 3035 Section / Location Control Section Number Region - Manette Bridge Replacement 184100 Olympic Region SR 303 Spur, MP 2.98 to MP 3.27 Advance Payment Amount THIS AGREEMENT, made and entered into this � day of �,�,�'�►Z(��4jL�/ ,�, between the STATE OF WASHINGTON, Department of Transportation, acting by and through the Secretary of Transportation, by virtue of Title 47 RCW, (hereinafter the "STATE") and the above named organization, (hereinafter the "UTILITY��� WHEREAS, the STATE is planning the construction or improvement of the state route as shown above, and in connection therewith it is necessary to remove and/or relocate or construct certain UTILITY facilities as set forth in the attached plans, and WHEREAS, it is deemed to be in the best public interest for the STATE to include the necessary items of work for relocating and/or constructing the UTILITY's facilities in the STATE's construction contract, and WHEREAS, the STATE is obligated for the relocation of facilities where the UTILITY has a compensable interest in its facilities and right-of-way by virtue of being located on easements or UTILITY owned right-of-way, the UTILITY is obligated to reimburse the STATE for any relocation costs required for facilities not on easements or UTILITY owned right-of-way NOW THEREFORE, in consideration of the terms, conditions, covenants, and performances contained herein, or attached and incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: I GENERAL Federal-aid Policy Guide - 23 CFR 645A, Subpart A, and amendments thereto, determine and establish the definitions and applicable standards for this AGREEMENT and payment hereunder, and by this reference are incorporated hereby and made a part of this AGREEMENT for all intents and purposes as if fully set forth herein. The STATE, as agent acting for an on behalf of the UTILITY, agrees to do the work in removing, relocating, and/or constructing the UTILITY facilities in accordance and described in the specifications marked Exhibit "A" and plans marked Exhibit "C" attached hereto, and by this reference made a part of this AGREEMENT Plans, specifications, and cost estimates shall be prepared by the STATE in accordance with the current State of Washington Standard Specifications for Road, Bridge, and Municipal Construction, and amendments thereto, and adopted design standards, unless otherwise noted. The STATE will incorporate the plans and specifications into the STATE's project and thereafter advertise the resulting project for bid and, assuming bids are received and a contract is awarded, administer the contract The UTILITY hereby approves the plans and specifications for the described work as shown on Exhibits "A" and "C° The UTILITY may, if it desires, furnish an inspector on the pro�ect. Any costs for such inspection will be borne solely by the UTILITY. All contact between said inspector and the STATE's contractor shall be through the STATE's representatives The UTILITY agrees to pay the STATE the "Advance Payment Amount" ed, stated above within 20 days after the STATE submits its first partial iver payment request to the UTILITY The advance payment represents approximately fifteen (15) percent of the estimate of cost for which the UTILITY is responsible, and covers costs incurred by the STATE in the initial stages of the project. The advance payment will be carried throughout the life of the project with final adjustment made in the final payment. Page 1 of 2 Agreement UT-1446 The UTILITY agrees, upon satisfactory completion of the work involv to deliver a letter of acceptance which shall include a release and wa of all future claims or demands of any nature resulting from the performance of the work under this AGREEMENT. DOT Form 224-062 EF Revised 3/00 If a letter of acceptance is not received by the STATE within 90 days following completion of the work, the work will be considered accepted by the UTILITY and shall release the STATE from all future claims and demands of any nature resulting from the perFormance of the work under this AGREEMENT The UTILITY may withhold this acceptance of work by submitting written notification to the STATE within the 90 day period. This notification shall include the reasons for withholding the acceptance II PAYMENT An itemized estimate of cost for work to be performed by the STATE marked Exhibit "B" is attached hereto, and by this reference made a part of this AGREEMENT The UTILITY, in consideration of the faithful performance of the work to be done by the STATE, agrees to reimburse the STATE for the actual direct and related indirect cost of all work which is the financial responsibility of the UTILITY as defined in Exhibits "A" and "B° Partial payments shall be made by the UTILITY, upon request of the STATE, to cover costs incurred. These payments are not to be more frequent than one (1) per month. It is agreed that any such partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of final audit, all required adjustments will be made and reflected in a final payment The UTILITY agrees to make payment for the work to be done by the STATE within thirty (30) days from receipt of billing from the STATE , ui EXTRA WORK In the event unforeseen conditions require an increase in the UTILITY's cost obligation of 25 percent or more from that agreed to on Exhibit "B", this AGREEMENT will be modified by supplement AGREEMENT covering said increase In the event it is determined that any change from the description of work contained in this AGREEMENT is required, approval must be secured from the UTILITY prior to the beginning of such work. Where the change is substantial, written approval must be secured Reimbursement for increased work and/or a substantial change in the description of work shall be limited to costs covered by written modification, change order, or extra work order approved by the UTILITY IV SALVAGE 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 these materials, and the STATE concurs, the UTILITY shall reimburse the STATE an amount not less than that required by the Federal-aid Policy Guide - 23 CFR 645A, Subpart A V BETTERMENTS If adjustment of the UTILITY's facilities does constitute a betterment as defined in Federal-aid Policy Guide = 23 CFR 645A, Subpart A, the betterment credit will be included in the estimate of cost VI ACCRUED DEPRECIATION If adjustment of the UTILITY'S facilities does involve a credit due for the accrued depreciation of the facility being replaced, this value will be included in the estimate of cost VII COMPLIANCE The UTILITY agrees to comply with all applicable requirements of the STATE which shall be in accordance with the Utilities Accommodation Policy, Chapter 468-34 WAC, and amendments thereto, and said policy and amendments are hereby incorporated in and made a part of this AGREEMENT for all intents and purposes as if fully set forth herein. viu RIGHT OF ENTRY The UTILITY hereby grants and conveys to the STATE the right of entry upon all land which the UTILITY has interest, within the right-of-way of the highway, for the purpose of improving and/or constructing said highway. As noted in Exhibit "A" the UTILITY will, after relocation and/or adjustment of their facilities, execute and deliver to the STATE a quit claim deed removing all UTILITY interests from within the STATE's right- of-way Upon completion of the work outlined herein, all future operation and maintenance of the UTILITY's facilities shall be at the sole cost of the UTILITY and without expense to the STATE IX EASEMENT, PERMIT, OR FRANCHISE The STATE will issue the UTILITY an easement, permit, or franchise, as provided in Exhibit "A", for those UTILITY facilities which remain on or cross the STATE's right-of-way following completion of the work outlined herein X LEGAL RELATIONS The UTILITY shall indemnify and hold the STATE and its agents, employees, and/or officers harmless from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages, or costs, of whatsoever kind or nature, brought against the STATE arising out of, in connection with, or incident to the execution of this AGREEMENT and/or the UTILITY'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, its agents, employees, and/or officers, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the UTILITY, and Provided further, that nothing herein shall require the UTILITY to hold harmless or defend the STATE, its agents, employees, and/or officers from any claims arising from the sole negligence of the STATE, its agents, employees, and/or officers. IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT as of the day and year first above written. UTILITY By �iG�C., Title (�JTJ�G" n9,�'I��e�^ Date L/ �/�d/� STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION By `�� � ��--�' Title l�N�" �v- r�.�y� i(�c v2s�:'•✓lE3�vT� DOT Form 224-062 EF Page 2 of 2 Agreement UT-1446 Revised 3/00 EXHIBIT "A" SCOPE OF WORK The work proposed within this agreement is for City facilities on State highway right of way and the City is obligated to pay for construction costs associated with the installation. The work proposed under this agreement is for the construction of certain facilities as described herein: WORK TO BE PERFORMED BY THE STATE AT THE UTILITY EXPENSE Exhibit "C". Paqe 1 C 1. Furnish and install all materials associated with the installation of embedded H.D.G. concrete inserts for the City's future 12 inch water line to be installed per exhibit "C" plan sheets on the new bridge during construction: WORK TO BE PERFORMED BY THE UTILITY AT THE UTILITY EXPENSE None ACCOUNTING The City shall maintain cost records in accordance with a work order accounting procedure prescribed by the Washington Utilities and Transportation Commission in its uniform system of accounts. BETTERMENT No betterment issues are anticipated on this project, as determined by the Federal Aid Policy Guide — 23 CFR 645A Subpart A: Utility Relocations, Adjustments, and Reimbursement. PERMIT OR FRANCHISE The Utility shall apply for and the State shall convey the necessary statutory permit or franchise pursuant to Chapter 47.44 RCW required for installation of such facilities that remain on or cross the State highway right of way. Exhibit "A" Agreement No. UT 1446 Page lA Std. Bid DESCRIPTI Item No. Future 12" D.I. Waterline Estimate 12" Hanger Inserts Only— approx. 160 hanger positions total (320) H.D.G. concrete inserts Unit I Amount Price $/LB 480 $12.00 $5,760.00 Subtotal $5,760.00 Mobilization (10%) $576.00 Subtotal $6,336.00 Sales Tax @ 8.6% $544.90 Subtotal $6,880.90 Contingencies @ 4% $275.24 Engineering Costs @ 10% $688.09 Indirect Cost Rate @ OH-00166 $0.00 Total Estimated Cost $7,844.22 Page 1 B Agreement UT-1445 Exhibit "B" Exhibit "B" Utility Construction Agreement Cost Estimate ON Unit Quantity ♦ 8"3 STORM D.�AIN (5?AN5 1, 6 & 7 ONLY.) coNCR�re iNSe.er C LINE i GI,Z. 8 i .�' S�_9 � x. g --�� � GIR. A J I � i � I I�I i� INSTALL GONCR_TE �� '� INSERTS FOR FUrUR= �'��-'� uri�irres f � LFUTURc 4 - 4"Z SCH. 40 PVC GONDUIrS (GIrY OF 6RcMERi 1-4"e SCH. 40 PVC CONDUIi (CONVcRGENCc 7cCH.), i-4"a SCH. 40 PVG CONCUI7 (QWE57), AND 1-4"B SCH. 40 PVC CONDUIT (COMCASrJ � GIR. G i � * 3'•10%" ��� 2'- �I� Z'. � I I -----_--�------- Ifl ( � � r �`� � � :.L : � � ' / Furu,e� i2°� / Wr1Tc�LINc' 8"Q SrORM DRAIN (SPANS 1, 6& 7 ONLY.) 12"e WArERL(NE TYf'IGAL SECTION ROADWAY WID7H VARIAiION AT BEGIN(NG OF SPAN i NOT SHOWN FOR CLARIrY. -R. 807TOM SLAS Rc/NF. J/a"a GALY STEcL HANGc,z RODS WITH 6 H=;C NUTS AND LOGK WASHcRS @ 6'-0" � � I � I 1 h__�' i � � W W � � at BA,2 4 z h x 1'Z'h (tYP.) MULTIPLE CONDUIT UTILITY HANGER a z � 8rrge �r�yn nr Kha i e gn' , 8 "�'� Superisor C13, pT ' w Caiyred3y ferTuga, E ??/;y . I Gheck�tl gY Deoded 3y G�ni;, E i?j0y � e�x �ox� �xx. Pr_6m. pan 3y .12M�+C:SotcJlrl � �ndcx °iles>9:-NANGcx Oc- � P.P�FS:CN :0 WAS4. JCB ��l.h'Bc'"2 03� 52a �RO;. NO. * D/MENSIONS AND OFF5cT5 FROM GtkD=RS ARE CONSTANi ALONG ENrfRc LcNGTH OF BRIDGE UrILITY HANGER NOrES: 1. ALL MATERIALS SHALL BE GALVANIZED AFi E,Z FA3RICAr10N PER AASHTO Mitt OR AASHrO M232 EXCEP7 PIPE ROLL. 2 P1Pc' RQLLS SHALL 8c PAIPIiED 'NItH TH,�cc COATS OF GAL'✓ANIZING RcPA1+Z ?AINT IN AGCORDANCE WITH STD SPcC. 9-08.I(2)8. 3 H.i�IGc,Z RODS SHALL CONFO.ZLI r0 A5� M A307 APID SHALL 6= GALVANIZrD 4 BOLrS NUrS & WASMc�ZS SHALL CONrORM r0 ASTM A307 (UNLc55 O7HERiVISE NOTEDJ. 5 Stc�L SHAP�S, PLAtES AND SA,QS SHALL CONFORM TO ASt,N A36 6. H55 SHAPc'S SHALL CONFORM TO ASr��f A500 G2ACE 8. 7. CONCRctE IN5cRT5 SHALL 6c AAlVIL FIG 2&2. COOP2R 8-LINc FIG �3014, UNISiRUT M26 SPOr INScZi OR APP,ZOVED EQUAL. 8 CONGR=7c INS=,ZTS SHALL Bc H07 DI?PED Gr',LVANIZ�D. hV5ERt5 TO 6E INStALLcD Lc%EL, LONGITUDINALLY AND t.ZAP15'/=,25t! Y. PLACt lNScRr 70 ?,ZOVfDE FOR TRANSVERSE ADJU57M��Vi OF HP,NGcR RODS 9 H,1�VGc,Z ROD APID CONGZcTc lNSER7 COMPAt151L17Y SNALL Bc" CHcC,CcD BEFO,�E INScR(5 A�Zc INSTALLED IN 7HE DECK. tF REQUI.ZcD, HP,NGc.2 ROD SHALL 8� CHAScD P,ND/OR b�/Sc.Zi TH,ZcADS SHALL 6c .QctA?Pc7 't �i TO P.ZOVICE CO�b1PATl3lLt7Y LENG7H Or MA�VGE,2 20D5 � 1 TH,�cADS r0 Ec CHAScD SriTLL Sc A5 SMALL AS P05513!E UT-/S�/(o f �� ! c.�- S � Washington State �� Department of Transportation BRIDGE AND STRUCTURES OFFICE � GIR. D i � , ----------} �- ---------- , -------•--- � I INStALL CONCREr� fN5cZr5 POR FUiURc uriunEs SR 303 �" i�tANETTC 8R - BREMERTON VIC BR REPLACEMENT � MANETTE BR. NO. 303/4A REPLACEMENT uricrrr Na,n����e o�rAr�s 6 e J �4 x 2'-6 ND IN FIELD r0 Flr 8"9 SrORM CR,11N (5?ANS i, 6 & 7 ONLY) c urie � GIR A GIR. 8 i i * 2'-10%"I i -�' S'-9" I * 5'- � I I I ' I g � I i I Y� i INSrr1LL CONCRETE 3: _�� INSE,ZrS FOR FUTU.Z� ��� UTILITI�S � FUTU.Qc 4 - 4"9 SCN 40 PVC GONDUIrS (CITY OF 6REMEZrONJ 1-4"8 SCH. 40 PVC CONGUIT (GONVc,2vENCE TECH.f, i-4"H SCH. 40 PVC GONDUIf (QWEST), AND 1-4"B SCH. 40 PVG CONDUIr (GOti1GA5rJ I7 � G/R. G L * 3'-10;� � � -�. 2�_3„ .K. Z ,_ 3 ,� I v I � ■ I I """" " """ G � a 1 .� I �f �� I r-�k FuruRe i2°D WA7cRLhVE � GIR. D i "'""""""""' I ' "'""'"'"""'"' , } _ .. I I INSrALL CONCREtE INSERrS FOR FUrURc' ununes * DIMEN510N5 A�VD OFFSE75 FROM GI�ZDE.�S ARc' GONSfANT ALONG EN71Rc LcNGrH OF BRIDGc 8"II STORM D+�AIN (5PAN5 i, 6& 7 ONLY.) 12"9 WArcRLINc TYPICAL SECTION ROADW�IY WIDTH VARIArION AT BcGINING OF SPAN I NOT SHOWN FOR GLARIrY. caNC�zer� iNSe,zr � BO7TOM 5LA6 RcINF. 3 /a"E GALY. Sr��L HANGcR RODS NIrH o HEX NU(5 AAID LOCK WASHERS Cp 6'-0" � m � 0 z � 3rC5e�=+5n'-n.,r. K,7aleyh�. 8 '' Su�i!r.co� Cla'�C°. PT r Ccgretl3y F�riugd, E I Qiecketl 3y Cea�led 3y Gt,m s, E � BrCc,e �ro7ec agr Prehm. pan 3v .1rcMtrc;,:_cecalci �nu J�n I3 I»��,,,�?L�(: - - -- - - - - - -° - --- EAR 4 x �-x 1'2'h (FYP.-J °-- -- - - - T— f'1 � i i w � I � � � � � �. � �_� � 1 I'h " � MULTI PLE CONDUI T UTI LI TY HANGEI� C.a�nCCw Ti 125>9;-HA:lGcR D"T 1 `:�� I Sa'= F� .li� �4G.;. iJ� 12/09 � io wa;ri. i�/o5 tos u�Me� IJ9C�2o Oa- P��SS.CP! B'/, APoC UTfLITY HANGE(� NOTES: f. ALL MArcRIAlS SHALL BE GALVANIZcD AFTER FABZICArION PcR AA5HT0 M111 OR AASHrO M2�2 EXCEP7 PIPE ROLL. 2. PIPc ROLLS SHALL BE PAINTED 'NITH rHRc'E COATS OF GAL'/ANIZING RcPAI,� PAINf IM ACCORDAMCc WI7H SrD. SPcC. 9-08.1(2J8. 3. HANGc,Z RODS SHALL CONFOR��t r0 A57�+�1 A307 AAID SHALL B� GALVANIZED 4 60LT5 NUi 5& '+VASHcRS SHALL LONFO,Z�N 70 A�tF.I A307 (UMLE55 07HERWISt NOi ED). 5. SrEEL SHA7c5. PLArES AAID 6AR6 SHALL CONFOR�bI r0 ASr�bf A36. 6 H55 SHAPES SHALL CONFORM r0 ASTM A500 GRADE 8. 7 CONCRcrE INSE,ZiS 5HA!L 6� ANVIL FIG ZdZ, � COOPcR 8-LINE FIG 63014, UNlSTRU7 ti1�o 5?Oi hVSE,ZT O,Z A?PROVED EQUr1L. 8 CONGR�T= IN5=R75 SHALL Bc H07 DIPP=D GALVANIZED. �IP15E.Zf5 r0 bc INSrALLE6 C�VEL; LONGIrUDINrICLY TRrIN5VER5cLY." " PLALE INSE.�r TO PROVIDE FOR r�ZAN5VcR5E ADJUSr�NEN7 OF HANGc"�Z RODS. 9 HANGE,Z ROD AND CONCRcrc INSE,Z7 COtiIPArIEILITY SHALL Sc CHEC.C�D BEFOR� INSc,Zi 5 A�ZE INSrALLED IN THE DECK IF R=QUIR=D, HANGc SN,ALL 6c CHAS?D AN9/OR INSE,�T TH�?ADS SHA!L Bc ,Z�7,i?P�D r0 PROVIDE COA.IPArIBIL1TY LcNG7H OF HANG=.Z ROCS THRcADS r0 6= CH,iScD �HALL cc A� 5����'.LL AS P05518L� � � �� fl��. � � PJashington State Department of Transportatian BRIDGE AND STRUCTURES OFFICE SR 303 N1AN`TT� 6� - BRE�t�RTON V1C BR REPLACEiV1EVT MANETTE BR. NO. 303/4A REPLACEiL1E�T UTILIrY HAiVGE,Z DcrAILS �1 � Z or5 ro ff � �C4 x Z'-6 BE��lD IN F/ELD r0 F17 0 C 8 5^ � 57c"P 1- TURN OUTE.Z NUT 70 ALIGN VcRrIG:iL HANGcR RODS. SrEP 2- AFTER PROVIDING A TIGHt Fl7 BcTWEEN FABRIG PAD AND P.S. GIRDE� WEB. rURN OU7ER NUT ONE FULL rURN � AWAY FROM CONCRErE (rYP. FOR BOrH ENDS OF HORIZONTAL BRACING). T �STEP 3- TU:N INNE,Z NUT 1/3 TURN AGAINST BAR AFrER SNUG TIGHfENING. ��13hx3�x'/s - 4" MIN % 60Lr I ,` BAR 4 x'Fz .r 0'-4 �%z" FABRIC PAD 4" x 4" SQUArZc, 80ND � TO 6AR WIrH APPROVED E?OXY i � � � � P.5 GIRDER WE3 �Er,��� � — W � E - — -- -- - -- - ',° �i %„ ' L3%zx3hx�/e� II �rYP. T ' Z„ ' z„ ' N� � %s� I I I � ��� I C� I I �_ �_ � s1,�4x�Xo�-4 �,L , I 2"_I_2"_ I i � i i 1. � � 1"a HOL_ FOR �E S,�,Z, FASRIC � %s"D SOLT �r1D & %s"e �OLt � sECrioN e sECrioN c � — _ 0 z � axqe C�,qn ��r Kha i zgn �, s "a Suoer+sar Clarie PT ��� C�qred3y Ferluga, E Ghecked 9y Deodee3y Gunis, E � Bndc,e �ro7e� Sigr. Prelim. PL�n 3y .1Ktv�+C:r=FKJICS r,ru ,�n �.r ra523r ro.c cnindcw =iles>9i-Hr,vG'c¢ o"cT Z 1? Pe�'SCN � GIR. C srozM oz � i E � 1<"9 FUTURE WATERLINE — � � 12"a WATERLINc � GIR. D i i HANGcR KOD 5?ACING i I PcR PIPE ROLL 5EE DErAIL D Mr4NUFAGTURER- I s'�� J — I I � -------���---- , ------ ------- � --- -----a------ ----- ------------------ ---------- ----------- -�� � � � � � � � � I � i o I � I ��� I' �� ; ;\� 't. �"�. , �_ � i + � I � HANGER RUD 51ZE Pc'2 PIPE ROLL MANUFACTURER �PIPi ROIL FO,e 12"a D.I. PIPE ANVIL FIG. 171, COOPER 6-L1NE FIG. 83110 OR APPROVED EQUAL END DfAPHR. i 10'-0" � APPROACH SLAB I 5TU8 OUT AND CAP WHEN INSrALLED FOR FUrURc WA1'ERLINE PIPE ONLY � „�,. 6 �„ � � "L" = FACc TO FAGE OF WE3 P�- \ WATEI�LINE UtILITY HANGEI� CONCRE7E INSE,275 FOR FU7URE W,iTcRLINE SHALL Hr1VE rHE SAME TRANSVE,eSE SPACING A5 THE FI,25r WA7ERLINc'. OFrSEi' FUTURE WArERLINE GONCRETE INSERrS 1'-0" LONGItUDINALLY FROM SrORM DRAIN AND FIRSr WATE,ZLINE GONCRc'TE INSCRrS. i NOMINAL LENGTH (TYP.) 0.25 L� , 0.5 L , 025 L f � �t 2- CONCRcTc INScRTS & HANGcR RODS (rYP.) < • . • . � .. . . _ ,, . _ i • � s � ' • ' • -. • -. � . . , � • • -. • , � - . . • ' ------- - -- -' -- -- - - - - - - -- ` - -- -1 - - - - --- - -- - � sECrioN E 10 W44i. iOB NUMB�,^. C9C�2b UTILITY CONDUIT f'LACEMENT DETAIL m� �_��_ �I —� � j_ � �Y4 x 2'-6" 6cND �CONCREIE IN FIELD 70 Fit INSERr BOTTOM 5LA6 RcIMF. DETAIL � 11 1i v� � � �'�►� 3�r s SR 303 ti1ANCTTt BR - Br2ELtCRTON ViC � Washington state BR REPLACEMENT Department of Transportatian MANETTE BR. NO. 3o3/4A RE?L4CEMENT UtILITY H?,NG�R DEtAllS BRIDGE AND STRUCTURES OFFICE ro. 6 � T1M� 8EGlN BR-0303(005 STi A C 20+00.00 P.O.B. _ STA 4NA 31+54.89 P.O.T. 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