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HomeMy WebLinkAboutItem No. 05 Cooperative Paving Fund Agrmnt EVMWD for Pottery St. & Cntry Club HeightsText File City of Lake Elsinore 130 South Main Street Lake Elsinore, CA 92530 www.lake-elsinore.org File Number: ID# 17-120 Agenda Date: 3/28/2017 Status: Consent AgendaVersion: 1 File Type: AgreementIn Control: City Council Agenda Number: 5) Page 1 City of Lake Elsinore Printed on 3/23/2017 EVMWD Cooperative Paving Agreement REPORT TO CITY COUNCIL To:Honorable Mayor and Members of the City Council From:Grant Yates, City Manager Prepared By: Brad Fagrell, City Engineer Date:March 28, 2017 Subject:Cooperative Paving Funding Agreement with EVMWD for Pottery Street and Country Club Heights Recommendation Authorize the City Manager to execute the agreement in the amount of $177,661.93. Background EVMWD initiated a Capital Improvement Project for the Pottery Street area, to include upsizing the existing sewer mains on and around Pottery Street; and also initiated a Capital Improvement Project within the Country Club Heights area, to include upsizing the existing water mains. Discussion As part of these projects, the City of Lake Elsinore requires EVMWD to repair a 12-foot width of pavement over the trenched areas. Since the roadways are deteriorated in these locations, it was determined that an economical solution would be to combine the 12-foot wide pavement repairs, along with the remaining city pavement width improvements, into one project and jointly fund the cost. This will result in full street width pavement when the projects are completed. The City’s funding portion for the paving cost on the Pottery Street Project is $133,961.69. Paving improvements will be on Pottery, Granite, Lookout and Ellis. The City’s funding portion for the paving cost on the Country Club Heights Project is $43,700.24. Paving improvements will be on Dryden, McPherson, Hunt, Lash, Rose and Robertson. Fiscal Impact The funding of the $177,661.93 for paving under the Cooperative Agreement with EVMWD and the City will come from State Gas Tax funds. Exhibits A – Agreement B – Vicinity Maps COOPERATIVE FUNDING AGREEMENT – PAVING SERVICES The City of Lake Elsinore ("CITY"), and the Elsinore Valley Municipal Water District ("EVMWD"), which are collectively referred to herein as “Parties” and individually as “Party,” hereby agree as follows: RECITALS A.EVMWD initiated a Capital Improvement Project which included the upsizing of existing sewer mains on and around Pottery Street (“Pottery Street Project”); and B.EVMWD initiated a Capital Improvement Project which included the upsizing of existing water mains within the Country Club Heights area (“Country Club Heights Project”); and C.As part of the Pottery Street and Country Club Heights Projects, EVMWD was required by the CITY to repair the paving on a portion of the streets effected by the Capital Improvement Project; and D.CITY desired to improve and enhance the roadway pavement on the same locations; and E.CITY and EVMWD determined that it is more economical to combine the repair and improvement of the pavement project and jointly fund the cost of the project; and H. The paving cost for the Pottery Street Project totals $216,500, inclusive of the enhanced paving improvement on Pottery, Granite, Lookout, and Ellis Streets desired by the CITY in the amount of $133,961.69; and I.The paving cost for the Country Club Heights Project totals $124,317.74, inclusive of the enhanced paving improvement on Dryden, McPherson & Gunder, Lash, and Rose & Robertson Streets desired by the CITY in the amount of $43,700.24; and K.CITY agrees to (i) provide a financial contribution in the amount of $177,661.93, towards total project costs, representing the cost of enhanced paving improvements, hereinafter known as "CITY CONTRIBUTION"; and L.CITY and EVMWD acknowledge it is in the best interest of the public to proceed with the construction of PROJECT at the earliest possible date; and COOPERATIVE FUNDING AGREEMENT – PAVING SERVICES EVMWD and City of Lake Elsinore March 28, 2017 - 2 - M.The purpose of this Agreement is to memorialize the mutual understandings by and between CITY and EVMWD with respect to funding and construction of PROJECT. NOW, THEREFORE, in consideration of the preceding recitals and the mutual covenants hereinafter contained, the parties hereto mutually agree as follows: SECTION I EVMWD shall: 1.Manage and oversee the paving project to its completion. 2.Award and administer the construction of the project, including the administration of contracts for the project. 3.Keep an accurate accounting of all project costs and include this final accounting when invoicing DISTRICT and CITY for payment. The final accounting of costs shall include a detailed breakdown of all costs, including but not limited to, payment vouchers and other such contract documents as may be necessary to establish the actual costs of project. 4.Upon receiving invoices for project costs, invoice CITY for CITY CONTRIBUTION. 5.Ensure that all work performed pursuant to this Agreement by EVMWD, its agents or contractors is done in accordance with all applicable laws and regulations, including but not limited to, all applicable provisions of the Labor Code, Business and Professions Code and Water Code. SECTION II CITY shall: 1.Inspect and approve project construction 2.Pay EVMWD within thirty (30) days after receipt of EVMWD's appropriate invoice for CITY CONTRIBUTION. COOPERATIVE FUNDING AGREEMENT – PAVING SERVICES EVMWD and City of Lake Elsinore March 28, 2017 - 3 - SECTION III It is further mutually agreed: 1.CITY CONTRIBUTION shall not exceed a total sum of one hundred seventy seven thousand six hundred sixty one Dollars and ninety-three Cents ($177,661.93) without written amendment to this Agreement and shall be used by EVMWD solely for the PROJECT as set forth herein. 2.EVMWD shall indemnify, defend, save and hold harmless CITY (including their respective directors, officers, elected and appointed officials, employees, agents, representatives, independent contractors and subcontractors) from any liabilities, claim, damage, proceeding or action, present or future, based upon, arising out of or in any way relating to EVMWD's (including its officers, employees, agents, representatives, independent contractors and subcontractors) actual or alleged acts or omissions related to this Agreement, performance under this Agreement or failure to comply with the requirements of this Agreement, including but not limited to, (a) property damage; (b) bodily injury or death; (c) payment of attorney's fees; or (d) any other element of any kind or nature whatsoever. 3.CITY shall indemnify, defend, save and hold harmless EVMWD (including their respective officers, Board of Directors, appointed or elected officials, employees, agents, representatives, independent contractors and subcontractors) from any liabilities, claim, damage, proceeding or action, present or future, based upon, arising out of or in any way relating to CITY's (including its officers, elected and appointed officials, employees, agents, representatives, independent contractors and subcontractors) actual or alleged acts or omissions related to this Agreement, performance under this Agreement or failure to comply with the requirements of this Agreement, including but not limited to, (a) property damage; (b) bodily injury or death; (c) payment of attorney's fees or (d) any other element of any kind or nature whatsoever. 4.In the event that any dispute between the Parties arises under this Agreement, the Parties shall first attempt to resolve such dispute at the management level. If the dispute is not resolved at this COOPERATIVE FUNDING AGREEMENT – PAVING SERVICES EVMWD and City of Lake Elsinore March 28, 2017 - 4 - level within a mutually acceptable period of time (not to exceed 60 calendar days from the date written notice of such dispute is delivered by either Party), the Parties shall attempt to resolve the dispute at the senior management level. If this process and the involvement of senior management do not result in resolution of the dispute within 60 calendar days from the date of referral to upper management, then the dispute shall be referred to and finally resolved through arbitration or legal proceedings. The use of the foregoing procedure is a condition precedent to the commencement of any legal proceedings hereunder. Neither the pendency of a dispute nor its consideration by arbitration shall excuse EVMWD from full and timely performance of PROJECT, as set forth in this Agreement. 5.This Agreement is made and entered into for the sole protection and benefit of the parties hereto. No other person or entity shall have any right or action based upon the provisions of this Agreement. 6.Any and all notices sent or required to be sent to the parties of this Agreement will be mailed by first class mail, postage prepaid, to the following addresses: CITY OF LAKE ELSINORE ELSINORE VALLEY 130 South Main Street MUNICIPAL WATER DISTRICT Lake Elsinore, CA 92530 31315 Chaney Street Attn: City Manager Lake Elsinore, CA 92530 Attn: General Manager 7.If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will nevertheless continue in full force without being impaired or invalidated in any way. 8.This Agreement is to be construed in accordance with the laws of the State of California. 9.The parties hereto shall not assign this Agreement without the written consent of the other parties. 10.Any action at law or in equity brought by any of the parties hereto for the purpose of enforcing a right or rights provided for by the Agreement, shall be tried in a court of competent COOPERATIVE FUNDING AGREEMENT – PAVING SERVICES EVMWD and City of Lake Elsinore March 28, 2017 - 5 - jurisdiction in the County of Riverside, State of California, and the parties hereto waive all provisions of law providing for a change of venue in such proceedings to any other county. 11.Any waiver by CITY or EVMWD, or any breach by any other party of any provision of this Agreement shall not be construed to be a waiver of any subsequent or other breach of the same or any other provision hereof. Failure on the part of CITY or EVMWD to require from any other party exact, full and complete compliance with any of the provisions of this Agreement shall not be construed as in any manner changing the terms hereof, or estopping CITY or EVMWD from enforcing this Agreement. 12.This Agreement is intended by the parties hereto as a final expression of their understanding with respect to the subject matter hereof and as a complete and exclusive statement of the terms and conditions thereof and supersedes any and all prior and contemporaneous agreements and understandings, oral and written, in connection therewith. This Agreement may be changed or modified only upon the written consent of the parties hereto. 13.This Agreement may be executed and delivered in any number of counterparts or copies, hereinafter called "COUNTERPART", by the parties hereto. When each party has signed and delivered at least one COUNTERPART to the other parties hereto, each COUNTERPART shall be deemed an original and, taken together, shall constitute one and the same Agreement, which shall be binding and effective as to the parties hereto. COOPERATIVE FUNDING AGREEMENT – PAVING SERVICES EVMWD and City of Lake Elsinore March 28, 2017 - 6 - CITY OF LAKE ELSINORE By GRANT YATES City Manager APPROVED AS TO FORM:ATTEST: By By _________________________________ Barbara Leibold Susan M. Domen, MMC City Attorney City Clerk (SEAL) Cooperative Funding Agreement City of Lake Elsinore and EVMWD Street Paving COOPERATIVE FUNDING AGREEMENT – PAVING SERVICES EVMWD and City of Lake Elsinore March 28, 2017 - 7 - ELSINORE VALLEY MUNICIPAL WATER DISTRICT By JOHN VEGA General Manager APPROVED AS TO FORM:ATTEST: By By _________________________________ JOHN E. BROWN TERESE QUINTANAR General Counsel District Secretary (SEAL) Cooperative Funding Agreement City of Lake Elsinore and EVMWD Street Paving i y; ill 1 Ellis St, (Bid No. Lookout St (Bid 1 16 & No. 26) 1 No. 15 & No. 25) ' k 35FT PROPO ED 8" Pvc Granite 5t �- t PROPOS A 8 PVC 0900 R14) SEWER } SDR35 ER + �' I (Bid No. 13 r 8" PvC & No. 23) _ — f • r"' .00 DR 14} SEIhIER LEJ W W W W W N W, W_ �5- 1 f Q i Pottery St 01 - --� Pottery St Pottery St ea - ? j E� (Bid No. 10 (Bid No. 9 l p (Bid No. 8 - & No. 20) 4 & No. 19) & No. 18) �"Ea t Hill St Pottery St (Bid 1 4F No. 11 & No. 21) �( t the a Mel Lookout St (Bid f No. 14 & No. 24) Granite St Pottery St <; P�OPos D r PVC � .� � f i (Bid No. 12 I � (Bid No. 7 Qy SpR35 EWER �__ �, -r _ r ` & No. 22) i �, & No. 17 - ~ ) 41 I W W jJ 17 Q7 f -'• .. PROPOS 8" PVC w SDR35 OER p e t , P OPO ED 8" PVC jT. M DR14) SE49R , i YPRO SED SOR35 SERIr tr i 7n6!•gr nd Stfrrlre Aldrl +ERIrY SCAITSL4r -- -� n■n � r>k[ mat oN sjK-•-� , � y - � � I J; �� -� i I tin* ow IN(N o a.. n»s sF,ctl. AUK/s? sua: 1-=40'3 3f1 mo ouft Fat O r rw w &CAL k S &It: Wip r t � -` i.= Qf': F1Y u.+i 1+Ei•9nI15 it"t•R PA+t sowiffto nY PLANS F°KIP.Kiu 7Y ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET PAVING OF POTTERY, GRANITE, LOOKOUT 1 (.i:114ACY F,;um s, AF:� .,,i its+i'•r4RP,l*Y n n.l n«�s+ = ` K.it1EGEit & STEWART Flit IrF�I1 PLAN C"v CK s1R: F5 FY � Vv WO.. ,e:i FIE IIv�Fto ro — - — .�, ' AND ELLIS STREETS AIHN Ft_M1 01 1'I_ Ih!i!FI�f.?`S S?. `t'JARI15, AIAh R..!4, UV AIIn nF-S __ - Engineering Consultants c A�.0 C1c Of IAC%n15. AS ?NIY FNIA•F 1(1 t�Ys Sk'1 :'41 ("A'10 `r (,�/O N(]• 75p U7) Si f7R ?��F AYs'ROctn VAS R{? P(AN_7f4l — lr [f111 1 VY O _ - _ of m1 3602 University Avenue • RivrniAr. CA 42501 _ 4 PC9d[9 ilr SY „RANK RY Nw VR•_K t1: 0V Y[Y s.n www Yrlererandu+w.rt.rom 9.51 • Rt1� • 69g0 11f5 �J■ F• Z N/A l 1 i i 1+ r-1 j I - _. } .. -{-. a L.. i. -I. -_t t _I -- i 1 F t AX.PW WA7R T 1 _, ! i 1 i +1 i + t r I , i t - - _ I 4-1 -__4 I __ +-1� !4-4 - I : xrsnNc GROUND 11 1-1 - l�—j— F a C.L OF PIPE i r i k f.. i , t ill ^ i ��. ^^\ � : , U'- r j� sIt- i r {(� 1 —S-."0.0055 - _ L -EX 8" PVC WA_ 14 N ^ I-g�k1�' 2 ^'o - +—t--+ f g , xo=hW i IAryI ro <N' + ZvW CAUAON °m°:`�1-J '-r r i- PROF/LE SCALE —I iCONSRRVCT 79820 LF ---8" FYC IC900 WATER,. RESTRAIN ALL ✓OI DBL VERT = 1"=8' - + --- - — 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 /2 AO1 ST MC�PH`ER,S`ON 7J (G� �G� A/AT UVENUE E , -IfT .AO IF f . 1 � � � AW Vac. �LS- TW` �a ��G`ro °o O Provide 1"overlay from edge _ , ;�P 1_F of trench (NE of McPherson � X0 Ave to pavement joint at Mass ga a PROPOSED 8" WATER s, $ t7 . y G P 1 g ,� a / T '` 2 Y� Ave and McPherson Ave �� 0 Y m Edge of trench (NE d ,� 1417273 4 y G v of McPherson) TD 76 40� / M1 JD JS o a b�yr✓ 'a, r I4 zo (VACANT 7JT) 16520 I VACANT LOT :C:- zm k��` ~ 11 A7 27 14*96.7B 40 I 30 ( I at CL B x8 x8 ' 7FE MCPHE,4_:ON ,G'FWLR-✓ �. - `��`cg' A, "}^ rQ ��'''' i4Oµ. - Y' 3 SEE DETAIL ,/2B " ` \}�' q "J j 70 15*14.14 *• .+ '�' 15 2250 d ' v�aD9 ^ L�� nnF,r PROPOSED B'MA/N (utG410 70�;' —x - Pav WATER CDNSTRUCT/ON NOTES 10 CONSTRUCT 8' P. VC C900 CLASS 200 WATER AMIN PER ELSINORE VALLEY MUNICIPAL WATER 9lSTRVT STO. DNC: NO. W-3. RESTRAIN ALL ✓O/A7S 12 JOIN EXLSRNG W47ER WITH NECESMRY COUPLING PER ACCEPTED AMTERML GO/DELINES. C0NTR4C7OR 70 VERIFY LOCA77ON /4 INSTALL 8" O.L. 11.25' BEND, RESTRAINED JOINT, CL350 15 INSTALL 8" D/, 22.5' BEND, AFSTR41NED JOINT, C1350. J6 INSTALL 8'OZ 45' BEND, RE57RN1VEO JOINT, CL350 17 INSTALL 8`x4" D.L. REDUCER, FLANGE X FLANGE CL350. O CONSTRUCT 818' 18" D./. TEE, RESTRAINED JOINT, CLJ50. 11 INSTALL 8' R.W. GATE VALVE FLANGE X FLANGE, CL 250. A90WDE RES7RNNE0 JOINT, VALVE WELL AND RISER, AND VALVE SUPPORT BLOCK PER ELSINORE VALLEY MUNICIPAL WATER O/SIRICT PER S)D. DWG: NOS W-4, W-13 8' W-15. P3 INSTALL B" BLIND FLANGE. 17 CONSTRUCT FIRE HYDRANT ASSEMBLY PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT SID. DWG: NO W-7. 2B CONSTRUCT I " COMB/N4710IN NR/VAC PER ELSINORE VALLEY MUNICIPAL WATER D/STR/CT SIO. DWG NO W-16 O CONSTRUCT J" WATER SERVICE PER EWWD STO. W-9. AFTER NEW WATER SYSTEM H45 BEEN ACCEPTED FOR SERVICECONNECT NEW W117FR SERVICE TO &O515NC METER. AB4NOON EX/STING WATER SERVICE AFTER NEW WATER SERVICE /S ACC&P7E0. OABANDON EXISRNG WATER /N PLACE CUT AND CAP ALL EXPOSED LAOS WITH CONCRETE 41 _W 040E EXISRNG BLOW -OFF AS DAREC7E9 SY D157RICT. A84NOON ASSO291NP P1PE O S4HV417 REMOVE EXIS77NG PAVEMENT AND REPLACE PAVEMENT 4.5" A.C. MM! OVER 5"A8 MIN. PER CITY OF LAKE ELSINORE S7D. 602. 18M" 2" WATER REMOVE EX/ST. TEE 8 ()VAL VES / ✓O/N EY. 6' WATER PROP. 8" WATER \ --�- ' PRE740USLY - \\ EX. 4" WRIER G� PROP. 8' VALVE \ PROP. B"x8 x8' TEE PROP, B" VALVF PROP. 8' WATER \ �\ DETAIL #2B SCALE. 1'=10' PROP. 8" WATER PROP. 8' BEND \ EX.. 4'WATER --./QlV EX. 4" W 47ER PROP. 8' mm PROP. 8:r4" REOUCS? PROP. B XB"r8" TEE Q;\ �qOP. B' VALVE PROP. 6' VALVE �\ JOIN EX. 8' WATER REMOVE EXIS77W BLOW -OFF \ \,� 8" WATER 765,7 �,' (uACANT merit t at Mass \ \ nt'oin T MCPHERSON (VACANT LOT) LOTJ 16541 MCPHERSON i 1Lr'P.HFl>5Gw ° - '- PROPOSED)L71 II I ( - - - �+' -- Ae a Ave and McPherson Ave AssEMeLr \ --ROW— AaWDON JO VAi'n. LOJ; •'�w�ww REMOVE EX REOUCER _ �/ �EX. 4" WATER 5 y) T� f E-��1 /+ 3 n + INSTALL BLIND FTANi / ,A7 1 - 'VJC.Wf L \ c=. •�•//•�� `�+ DL /AIA f2Cr Q 8 h h Provide 1" overlay from edge , DON 16378 ti4 m �b W o h ( EA: 8 VALVE EX. 4" WRIER CPHERSO Mr PNrA.SON % ���� '1'- L ,5•CA(E' 11-10, o ^ b of trench NE of McPherson _ PROP 8" PUC WATER EY. RAE HWMAT Underground Service Alert Call: a 811 TWO WORKING DAYS BEFORE YOU DIG 'e to pavement joint at Mass 8" PVC W47ER O RJ\ e and McPherson Ave j REMOVE BLIND FLANGE r5� ✓ALN EX. 85r85,8' 7FE Y, Q �4� � A/R VAC LINE G` J j+M{� ' LX WATER SERVICE - FCL - — _ ? ^} g h ^1 4 C+ P DETAIL 31K2A�� SCALE.' 1 =70' 15 ?7 15 sirE #2 z7 UNE D4TA TABLE NO. LEN07N BEAR/NO A 115.27' N41!59a225 TYPE 39.94' NAB5747£ © 115.67' N355702 E D 207.84' N9025B'W 1.08' 41.42' *1210354W SR 7225' N543J54W 0.26' 46.91' N7703541Y SLURRY 15314' NBO'00'02'E / 9.75' N46'4304'SY Underground Service Alert Call: a 811 TWO WORKING DAYS BEFORE YOU DIG 'e to pavement joint at Mass 8" PVC W47ER O RJ\ e and McPherson Ave j REMOVE BLIND FLANGE r5� ✓ALN EX. 85r85,8' 7FE Y, Q �4� � A/R VAC LINE G` J j+M{� ' LX WATER SERVICE - FCL - — _ ? ^} g h ^1 4 C+ P DETAIL 31K2A�� SCALE.' 1 =70' 15 ?7 15 sirE #2 z7 41 MCPHERSON A VENUE 40 O 40 80 120 SCALE IN FELT POTHOLE SUMANRY TABLE VERIFY SCALES POTHOLE 4177/17Y 7UP BOTTOM SIZE TYPE 24 WATER 204' 2.71' B` PVC 28 WATER 1.08' 1.16' 1' SR 2C W,17ER 0.26' 336' - SLURRY 20 GAS 2.44' 2.67' 2" STL 2E ORY/AL£ 1F GAS J. 10' J.27' 2" SR IX WATER 2.04' 2.71' 8' PVL' 2X WRIER 1.40' 2.73' 4- PVL' 41 MCPHERSON A VENUE 40 O 40 80 120 SCALE IN FELT M 0C VERIFY SCALES REV BY DATE REVISIONS APPR. DATE �RpOFESS/ �s,��U`A�, Ro.aeo3 EV. 8/.!0/17 * * `I%y 1 ��r SOF (�1.1F° SUBMITTED BY: V.�� � PLANS PREPARED BY: ENG/VEERS ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. of 11 SHTS l(; � C BAR IS ONE INCH ON ORIGINAL DRAWANG 0� A IF THIS SONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY WATER SYSTEM IMPROVEMENTS IN COUNTRY CLUB HEIGHTS SITE #2 — McPHERSON AVE & GUNDER AVE VICTOR A. EUA R.C.E. 89803 6L30117 CML ENGINEERS• PLANNERS• SURVEYORS 1880 COMPrON AVENUE, SURE 100 CORONA. C0. 92881-3370951 -734-2130 FILE N0. UA>E: RES: TRTAN TANK P.Z.: 1589 DESIGNED BY: VAE DRAWN BY: MILLCHECKED BY: VAE 'G 9 _, --}-._a- I-�-�'`�--1 �!_. j .i--. �i 1 -�__ {._ � : __I_ •- _I �_� T _ _i 7' \ 1- + 1 -I -T- z D6 _. I . _�� H bj^. - 1E PVC HATER—/ _17(S'p. 2 s`\ o \ , EXLST/NG CRO' NDS 5..i } i - ' DAB O o V t o ® CL OF P/P£ f s=¢D6so �t _ __ 1 ttl�n ZIN: :.. j .iced -f ._1{� L.hgn \• O�.. 2 1 4U W _ Uh. N;..i _ ti 0 g q On y 0 0b1� 0W y w O N b w =o ab 6' PV WAR ({_ if ILII a ii ---(' 0050 1 , l�� I — 11 t 4 357 �t-4-4444- PROF/LE SCALE _... i... _- HOR/Z. = 1 =40' CONSTR T 5J9. 64 LF 8' 6,900 HAIFR, iRFSTRA7N ALL JOINISt C0NS7RUC J5.22 IF 8` PVL' C9O0 WATER VERT = >'=4' - - 7R41N ALL ✓0/ - -- 10+00 11+00 12+00u 13+00 14+00 15+00 10+00 11+00 � w� zo Provide 1" overlay from ?0 z centerline of Bailey Ave to 2z x1 2J centerline of Dryden St 1J {� N OH- Underground Service Alert UIIL77Y VERIFY SCALES Call: S7ZE BAR IS ONE INCH ON M WATER OR,DRAWING 75 10-F 09.7O 8' 0 ® 1 1B 10+00.00 IF NOT ONE INCH ON BEGIN PROP. 8" WATER JOIN EX B" PVC WRIER— 1 SEE OETAIL /IA 20 • 2 40' DRY HOLE BA/LEY AVENUE e q PROPOSED B" MAIN SOLS BORE ^' � N HOLE I h JO 70 q i" 6 70 _ GH f J T EX FH. �+ �l -FOP-- _. __ f O� 1 A444 -01'42T12 73 2G f4 15 _JO"W— FOP ROW- -: /v EX 30" WATER 45' c45'1WG Ex. FH LATERAL PADP. 8' WATER 12 !B JON Ea: 6 PVL' WATER —Or IRRIG471ON VALVE SEE DE7AIL /18 O —EX. WATER ME7ER ��� j.� '" ` ST, VENS I ARNOLD Outs 100' �r*M AVENUE to ?%A- new AVENUE lL, y hye(ftk+ o F ) r &V% 40 O 40 80 710 - SCALE /N FEET Underground Service Alert UIIL77Y VERIFY SCALES Call: S7ZE BAR IS ONE INCH ON M WATER OR,DRAWING 811 8' 0 ® 1 1B WATER IF NOT ONE INCH ON _ TWO WORKING DAYS BEFORE YOU DIG 6" THIS SHEET, ADJUST SCALES ACCORDINGLY SITE #1 DRYDEN STREET REV I BY I DATE I REVISIONS DESIGNED BY: VAE DRAWN BY: MLL CHECKED BY: JOIN EX 6" PVC 010? SEE LLc7A/L //C Erick oberloy bo' off 4 qj df TDty&„ &t. WATER CONSTRUCTION NOTES 10 CONSTRUCT 8" P.V.C. C9O0 CLASS 200 WATER MAIN PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT S7D DHL: NO. W -_T RESTR411V ALL JOINTS 11 JOIN £XISRNG WATER WITH NECESSARY COUPLING PER ACCEPTED U47ERC4L GUIDELINES C01V7R4C70R TO VERIFY LOCATION 18 INSTALL 8"r6" OL REDUCER, fZANG£ X FLANGE CLJ5O 70 CONSTRUCT 818-,8- A/ TEE, RESTRAINED JOINT, 0LJ50. 12 INSTALL 8' RW. G47E VALVE, FLANGE X FLANGE, CL 250. PROVIDE RESTRAINED JOINT, VALVE WELL ANO RISER, AND VALVE SUPPORT BLOCK PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT PER STD DWG. NOS W-4, W TJ & W-15. 13 INSTALL 8 -BLIND FIANCE 75 INSTALL 6" BLOW -01F ASSEMBLY PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT STD. DHL: NO. W-19 ZB C0N57RUC7 1 " C0MBlN477ON AIFAAC PER ELSINORE VALLEY MUNICIPAL WATER DISTRICT 57D. DWG: NO. W-16 OCONSTRUCT I' WATER SERVICE PER EVA/WD STD. W-9. AFTER NEW WATER SYSTEM HAS BEEN ACCEPTED FOR SERVICE, CONNECT NEW WATER SERVICE TO EXISTING METER. A64NOON EXISDNG WATER SERVICE AFTER NEW WATER SERVICE IS ACCEPTED. f/ REMOVE EXIS771VG BLOW -OFF AS DIRECTED BY DISTRICT, ABANDON ASSOCIATED PIPE. 70 54110CUT, REMOVE EXISTING PAVEMENT AND REPLACE PAVEMENT 4 1/2' AC MIN OVER 5"A,8. MIN PER CITY OF LAKE ELSINORE STP. 602 (SEE SHEET 2) PROP. 8' PIC WATER CONNECT EX WATER SERVICE PROTECT EX /RRlG4T/0N VALVE ✓O/N EX. 8' PVC WATER X7 fa: 8" PVD WATER pO PROTECT EX WATER SERVICE ifh DETA/L ;o0A SO4LE.1""=10' PROP. 8' PVC WATER ' PROP. 6' 4AL VE l ✓DIN EX. 6' PVC' WATER PROP. 8" V,4LVE PROP. 85r6" REDUCER `� V EX 6" PVC WATER I DETA/L #1B SCALE- Y=/O' PROP. 8' PJC WATER PROP. 6' BLOWOFF ASSEMBLY REMOVE £XISDNG BLOH'OFF, £XISDNG VALVE AND A84ND0N PIPE IN PLACE - PROP. 8" VALVE PROP. 8"x6" REDUCER JOIN EX 6' PVC WATER EX 6' PVC WATER DETA/L 1 C SCALE. 1'=10' DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRI R(OFESg/ "� WATER SYSTEM IMPROVEMENTS IN COUNTRY CLUB HEIGHTS EWw 6/JgA7 VICTOR A. EUA R.C.E 0/17 WVPENGINEERS E%P.6/30/17 1 SITE #1 - DRYDEN STREET 1 ��' ML ENGINEERS* PtA14NER8 � SURVEYORS 'OF CRIF°� 1860 COA1iRON CAVENUE, SUITE 100aCORONA, CA 92881-33700951-734-2130 -_ D1fATE: IV.)s RES: TRTAN TANK P.Z.: 1589 SHEET NO. 3 OF 11 SHTS P07H0LE SUMAWY R&F POTHOLE / UIIL77Y TOP BOTTOM S7ZE TYPE M WATER 4.12' 4.79' 8' PVL' 1B WATER 284' 1 JJ4' 6" PVD 1C DRY HOLE ID WATER J. 50' 1 4.0' DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRI R(OFESg/ "� WATER SYSTEM IMPROVEMENTS IN COUNTRY CLUB HEIGHTS EWw 6/JgA7 VICTOR A. EUA R.C.E 0/17 WVPENGINEERS E%P.6/30/17 1 SITE #1 - DRYDEN STREET 1 ��' ML ENGINEERS* PtA14NER8 � SURVEYORS 'OF CRIF°� 1860 COA1iRON CAVENUE, SUITE 100aCORONA, CA 92881-33700951-734-2130 -_ D1fATE: IV.)s RES: TRTAN TANK P.Z.: 1589 SHEET NO. 3 OF 11 SHTS 1 � 1 �i j -1-� - _ �'._ T f 4Bs..: E (/SANG GROUND --- J 10 C1 OF PIPE {- } EX - t 4' F't/C� WI I _ I 1 ' t I ---1370 - - - - - -- - - - 170 k - _ r ,-t--T I f .--,. t _f I^.. _ __. I ^, i - 2 �' F t t-... ; , Oma'.• , C�=tu --'. �`o)a �•hU - wry' W+� i _ - c�y�y _.-.. _. i ;.__, ..... i '.�yOj° _._} .._. _1 - T EX/S17NC GRI UND n h y r -t r } p + M'• -{ y f i _ - 1f } OF;P/PE \ +N a ' CAUTION -1-10�--<- - *-«-_- -,�b,� �� __ ____ 1--1350. # cAuroc _ _ _ 2 I In I� _ _.� l - - 3=-G.0431 I. CLEAR MIN _ - d5� . _ i_. i Ci EAR MIN }_ � r _ - -'.. v / = k I 1714 -I- {- -j- i-- --a- -- .._.t I Xhh =i I I - fl 41 '. � �� _ `1330 EX C'A/P_I --4 Ey ' 1':•7TER '�Q'3 0 U� Nb" ^^ D�Q �2 _ -t-t 3e _ I 1 - '; k-..ti.'.�._L. vZ.. - .,. 4 - - - q e2 ��ti - �N2 GOUT/ON oW ; �'i"'rNI °mpo�� �Riiy.-t ^ b ^ I ! n ^ CONSTRUCT 410.47 IF 8- 0900 WATER" RESTRAIN ALL INTS 1 PROF/LE SCALE - _ j _ :. ._. '--�--:- - _ ..: F I . - _ - -C 4:- f O WATER, AESTRA/N AGL. ✓(?/NTS _ - { HORlZ. = 1 =40" ---_+—^ _ .T - ', . ;. _ I � DBL VERT = I" , : - _-__ _. _. ._------------ -------- t ! m 10+00 Provide 1" overlay from 13+00 t0� 10+00 11+00 K 13+00 14+00 centerline of Lash Ave & Hunt 45 �1„�y W Ave to edge of trench /N ' i�+� g �`S� Provide 1" overlay from ash 15 73 HUNT AVE _ Ave to edge of trench y<o 13 14 SEE RIGHT10 70 i 2 16 �J 1 Qs_ '.. _-. _ �*i • A, ill T EOP.. S; (SLOPE-) A (SLOPE) � 1_1A a ; z 14110.47 HUNT = 4 M W LASH AVE 73t7469 LASH b � � :;/ "�' b Q w SEE LEFT SEE DETAL /5C LASH BOOSTER - 14 - n STA770N 4D G 40 120 g = HUNT A VENUE W7M �MW� �� f W 14 I I' $ 17 ?O SCALE /N FEET ` �' 70 COWNWMUMCIPNTWATER D/ST78CT SWDDWG 1W HAM? J. RLSPWN ALL JfNN7SL� X�lnt,V k LASH AVENUE X2 S/TE #5 '7 T f7��wfS OWMG70 PER" Y 6WW A�EPTEDM�>��L W 11 IJ INSTALL 8' D.1. 90' BEND, RESIRA/NE7T ✓OWT, -=W.. 11 X3 PROP FH if /NSTNL B - AZ 77.25 BEND, RESINNSLD JOINT. CLJ50. LINE L3ATA TABLE PROP, 8" TEE W/ 1-45' HOR/Z. BEND ' NO. LENGTH BEAR/NG J-8' VALVES EX 24" WATER f-225' HORIZ BEND /5 INSTALL 8- D.1 22.5 BEND, RE577 WNEV �KIINT, aJ50. 0 PROP. 8" WATER A 6.71' NI5:i956 E "EOP- '� I f6 INSTALL B' O./. 4l5' BEND, RES771AbVED ✓OWT, CL35D. ® 4.90" N742004IV EV. 24" ry _ PoJIEOLE 50 © 94.71' NB?'Jf 00 W CML&C WATER EY VALVES (J) i" £OP-- - - -- 7 NSTA[L Bk4' D/. REDuciR T CAGE' X FLANGE LY350. ZO D 153.85' A45J314J E PROP. B' WATER PROP 8' IB INSTALL 8'x6' D./. RED//CER, FLANGE X RANGE CL350. 7229' NLiS'13'f791' - - h —PROP. BUND FLANGE REPLACE LX 4' SENO j WATER 6ON57RUCT 8'S81,8- O./. TEE, RES7RNNE0 JOINT, CL350. PROWCE JOINT ~ 90' BEND �--� N - PROP. B' WATER PROP. 8" WA7EF M W/ 6" FIRE HYOR0VT O RESTR4/NT AS,wA/6LY PER ELS/N04£ may, MUN/LYPAL NN7ER DIsmoT S7D. U O DWG NO. W-41 AND ACCEPTED MWERNL UST. W 42.2J' NBJ30 00 E - INSTALL 8" RW. G4 YE VALVE RANGE X RANGE CL 250 PROVIDE CL 17.70' N6'2B 32 iV 6 \ FUTURE B' WATER © � - - - BY OTHERS -$ - EA: 4'_/ O RESMNE7/ JOINT, YALVF WELL AND RISER, AND VALVE SUPPORT BLOCK U% 'fOP_ : WATER PROP. 8' VALVE' PER QS/N0.9E VALLEY MUN/L,IL WATER D/S7R/G'T PER SID. OWG. NOS W-4, © 60.34' N70'77;T8iY ✓O/N EX 6" ACP WATER \ \ EX. 24' WATER Z W/ 8'x6' REDUCER ta: C47V CON7R4C7OR TO \ W- IJ R W-15. / JX. 56' N6X08$O IV --6 POTHOLE TO VER/FY LOCATION `- \ \ BLIND FLANGE ✓O/N 4' WATER ,W/ 1J INSTALL 8' BLIND RANGE PROP. 8' IEE W/ ` \ PROP. 8' PROP. B" TEE W 4X8' REDUCER -- - EOP---:_ _..... O POTHOLE SVMMgRY TABLE / 3-B' VALVES NA 1-B' VALVES T7 DISVTR/L7 SID DWG. NO. WASSE]/BLY PER QS/NORE VALLEY MUN/C�N WATER P07HOLE f URUTY TOP BOTTOM SIZE TYPE ✓O1N EX 6" ACP WA7£R \J'� .54 WA7ER 25D' 3.04' 6' ACP W/ B".r6' REDUCER \ \ f1 54LYACE EX/SONG BLOW -OFF AS DIRECTED BY DISTRICT. ALiANDON ASSOLYA7FD P1Pf 59 WATER 4.30' 6.60' 24' CML&C DETA/L f5A DETA/L #5B DETA/L #5C DETA/L #5D LAoVIV S4WCo� 5 of IN � C` 7Y OF �RE SINOWE A2 E 0 ` I/2' AC 5C WATER 3.90' 620' 24" CML&C M 50 WATER 4.60' 6.90' 24' CML&C SCALE.• f""=10" SCALE' I'-10' SCALE.' 1""=10' Id 5E MA 45F 300' 3.40" 4' PVC OC Underground Service Alert VERIFY SCALES REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. BAR IS ONE INCH ON QµOFESS/ r Cull. ORIGINAL DRAWING �,��°""�,'�� WATER SYSTEM IMPROVEMENTS Q _WF X..64803 `,%,�_ ,. 8 C $�� 0® * Exp. 6/JQI,7 VICTOR A. EDA P- ei6o°z IN COUNTRY CLUB HEIGHTS '4 ' 1880 CCMPTCN AVENUE. SUITE iRS: CORONA, ENGINFERS 21 o SITE #5 — LASH AVE & HUNT AVE OF 11 $HTS IF NOT ONE INCH ON THIS SHEET, ADJUST `Q 11 P� CML ENGINEERS�PW4NERS�SURVEYORS TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY 0r fN1F�' 11-10.15 FILE NO. z DESIGNED BY: VAE DRAWN BY: MLL CHECKED BY: VAE DATE: RES: TRTAN TANK P.Z.: 1589 Z I ? + TER CONSTRUCTION NOTES P I + �-I g WAMR /6" /.D. STEEL CAS/NG JR4" W,1LL THICKNESS PER ELS/WORE I-i-�� 1 0 ROP 16` STEEL CASING PROP 8` NWTER VALLEY MUN/C/PAL WATER D/S7R/CT S19. DWG. NO. W 6. i:- I Lr -�-- -I- t - S+ } ?"x1"x60` H/CH PURITY ZINC --� _ h h ANODE 846VEV IN CALC/UM O CONSTP/JCT B" D./.P. M41 CLtlS'S 350 WATER MW/N, RESTPNN ALL JO/NTS SULFATE & BEMON/TE BACKFILL i { !- .. f-- - I t -s- -. f l i h - 'n tl"� WRH 10 FT. OF NO. 6 HMWP£ COVERED S7R4NDED COPPER O CONSTRUCT STEEL CASING GTHOD/C PROTECT/PN PER DE7A/L HEREON LFAO W/R£. CAOWELD LEAD W/RE ANODE EACH END. BURY IN PIPE TO AOY5. COVER EACH WEZO >0 CONSTRUCT B" P.Y.C. RICr CLASS 200 WRIER MANN PER E ALL VALLEY i - lY/IH ROYSTON 'HANDY CAP'. 7RENC'Y. S471RI7E £AG/ AN00E MUN/GPAL WATER D/S7R/CT 570 DNC NO W-3 RESTRNN ALL ✓O/NJ5 N97N 20 GALLONS OF WRIER. MUWRN 4' W 91 ClCr CLASS 200 WATER Al4/N PER N ALL JO VALLEY MUN/C/PAL WATER D/S7R/CT STD. DNB: NO W-3. RESIR4/N ALL JOINTS STEEL CAS/NG 04MOD/C PROTECAON -Hl- { Iv til h h `3 AOT ID SYACE 1? JOIN EX/SANG WATER #77H NECESSARY COLIRING PER ACCORM9 A94TERIAL _ -�L EXISTING F5 - ry 'd•I GU/DEUNES COMRAC70R 70 VERIFY [OC.InON. I 4 1 ZIP �I CL OF %,PE CALTR4NS INSTALL 8'01 11.25' BEND, RE57iPA/NEO JOIN/, CL350. 1 a t NOTES TO CONTRACTOR O INSTALL 8- D./. 45' BEND, RE57RAINED JOINT, CL -150, \ ! 1) IF TRENCHES WILL BE COVERED BY A STEEL PLATE AT INE END OF THE DAY, 7HE 16 CONTRACTOR MUST RNIVISH THE THICKNESS OF 7NE'STEEL PLATE 70 047AANS FOR APPRO✓AL. 2) A SEPARATE ENCROACHMENT PERMIT /S REDU/RLD FOR ANY P07HOLE WORK DONE PRIOR TO !B INSTALL 8"x6" O./. REDUCER, FLANGE X FLANGE CC350. CONSTRUC77ON W/IH/N 7HE STAR RIGHT-OF-WAY /F DONE BY AN07HER CON7MC70R. / j U I IF, DEPTHS OF 5 FEET OR MORE INTO WM/CH PERSONS ENTER, N7LL REWIRE A _ - k _ / ®CONSTRUCT 8.'x8"x4" D./. lEE RESIRNNED JCYNT, CL350. EX'ST',C 6' PV4 -%11FR �` \Iw �I / g TRENCH/NC PERMIT FROM CAL/OSHA BEFORE THE START OF NYIRK. __ -i - J Y 4) NO JOIN75 WITH/N 10 OF END OF COING. 5) IT /S THE PERMR7EE/CON7R9CT0RS RESPONS/BIV7Y 70 NOnFY THE UNDERGROUND S£RN'C£ ®CONSTRUCT 4:wF`x4" O./. )E'E, RESTRAINED ✓O/NT, CL350. ALERT /N ORDER TO CLEAR ANY POSSIBLE CONFL/C75 PRIOR TO 000457RW770N. RE L4AMOF IS CAUSED BY THE COMRIC7ORS OPE N7XIM THE O MR9C70R SHALL, AT W. a4 AE- NIL VE FLANGE X � L 250. Ory ,I IS OWV EXPENSE, REPAIR OR REPLACE DAMAGED FAGUnES PROMPTLY IN ACCORaVVCE MYTH INSTALL B` R. AND VALVE CURRENT STATE SPEC/R 0A770NS4ND/OR AS DIRECTED BY 7H£ lE R A77 E: 72 SUPPORTRBLOCK PER ELS/NORE VALLEY MUNICIPAL RWATER 99S)R/CT PER 7 T CZ EAR 7) ALL S7R/P/NC AND SIGN S7RUC7URES SH44L BE RES70RE0 (IF D/SR/RBED) 70 EXIS77NO S7D. DWG: NOS W-4, W- IJ & W 15. CONDIAON UPON COMPLE7/ON OF CONSTRUCTION. BJ ALL WORK WITHIN THE STATES R/GHr OF -WAY .SH441 BE COMPLETED /N ACCORDANCE MYn! INSTALL 4" R.W. CA 7E VALVE, RANGE X FLANGE, CL 250. THE CURRENT STAIT OF CALIFORNIA DEPARTMENT OF nWSPORTAWN STANDARD PLANS ® PROVIDE RESTRAINED JOINT, VAL IF N£LL AND RIS -IR, AND VALVE STANLARO SPECIRCAWNS, STANDARD SPECCAL PROWS/ONS, ENCROACHMENT AFRU17S MANUAL, SUPPORT &"PER EZSIMDRE VALLEY MUN/C/PAL WATER 015MICT PER HIGHWAY DESIGN UVII AL, ENCROACHMENT PERM/T V7&17Y AWW--/ON AND ALWUAL ON UN/FORM S7D. DWG NOS W-4, W 13 & W-15. I w b Q �. ,� i IRAF77C CONTROL DENCE5 (MVTCD). SHOULD A CONFLICT ARISE BE/STHE CONTRACT PLANS; 2J INSTALL 8' BIND FLANGE O STEEL CASING j SPEGI7CAnONS AND/OR DETAILS PREPARED BY THE PERM/IE"£, THE STAIE"S STANL14R0 PLANS, O STANDARO 9PEC/FICA77ONS AND STANOMD SPECIAL PROOS/ONS SH4LL GOVERN AS DETERMINED BY IRE STATES REPRE5ENTAnVF. 24 INSTALL 4"OZ 90• BEND, RES7RAINEV JO/NT, CLJ50. 9) 7HE CONTRACTOR SHALL ESTABISH A SURVEY GRID 70 COMPLY WIN CALTRANS 7R-0151, 70 MON/TOR GWOUND COMROL SURFACE MOVEMENT AND SVBM/T A CON7)NGENCY PLAN, SURFACE p Y PER ELS/MORE VALLEY MUNICIPAL WATER 9! E -T 1 T ( q ~ °j 2 m ET2EMENT PLANS AND SURVEY LATA BEFORE DURING AND AFTER CONS7RUC770N TO 77/£ Oj DISTRICT CONSTRICT RE HYDRANT ASS£MBL O Q m CAL )RAMS 1NSREC70R. O smrur, REMOTE EXISRNC PAVEMENT AND REPLACE PAVEMENT 4 1/2-A 0 MIN. ryo.d >O) R£FZEC70RS SHALL BE AFFIXE77 70 THE SHOR/NG ON ALL S/DES FAGNC 7RAFgC. OVER 5' A8 ANN. PER CBY OF LAKE ELS/NORE S719 602. _ o'•� O k ry ,,. i a �..j vi _ /J) P17S SHALL NOT AFIFOr ANY STATE FAC&177a OR CRE47E A HAZARD 70 7HE TRAVELING PUBLIC �i /2) CONTRACTOR SHALL SUBAI/T STALE CONS7RUC7ON 7R4Fi/C COM7RIX PLANS 771 CALTRANS CONS7RVCT 180 LF B" C7/P CL35C N;7TER FOR REVIEW AND APPROVAL PER SPECIRC:AWNS. CA n"W DWR44CWAMW PERMIT REQUIRED FOR ✓ACK AND BORE OPERAnON PROFILE SCALE t. _ _ _ _ _ ir'ONSTRUCT 76520 LF 8' PVC WATER I HOR/Z. = 7 =40' RESTRAIN A JOINTS 1 RES7i7NN AC1 JO/N751 13) 70TAI D/S7URHED ARFA OUTSIDE CAL7RAN5 RIGHT-OF-WAY = 1,200 SF 70TAC DISTURBED VERT = 7 =4, ' -_-. _._ - _. �.T AREA /ASIDE CAC7RAMS R/CWT-OF-WAY - O SF. A SWPPP REPORT SHALL NOT BE REWIRED TO VERnr& D47UM DIFFERENCE FROM /LIMCNS 57REET PIPELINE PLANS 70 n/ESE - BE SUBU/77E0 TO CALTRANS FOR APPROVAL. PLANS S f0.3B: N07-' CON7RICTOR TO CONFIRM 10+00 11+00 12+00 13+00 14+00 14) FOR AC2VM7 RM,HT-OF-WAY 04TA, CONTACT RIGHT-OF-WAY ENGNEERN0 OFT7CE AT LOCA7/ON OF 6' WATER CONNECnON CAL7R,ANS O/S7R/CT B OF77L£ PRIOR TO CON579UCRON CAL TRANS STA 225125 10+ooDo PROP B" WATER J 12 le 7 0 PROPOSED 16" CAS/NG RIVERSIDE DR WA7ER a RIVERSIDE DR Fat t ; 0.�� Edge of Existing A � PROPOSED 8" MAIN STATE HIGHWAY 74 Pavement Joint No Work within Y 74 Provide 1" overlay from Rose j m' CALTRANS ve &Illinois St Centerline to ROW / / / CALTRANS ROW 10 Al l l y` A! 0 34 / ti ��cEs � 3 - O_--_ _ N-I2'iY-(J•134�) - ' O IJ '-EOR .. _ O - _- L/------- =--4 _ _ S. \ �y Am= .-- EQP-.--. N.. < -_-_ ---- EDP ___-- _& j- o EOR PROP a WATER �1 11 '�.� cAu7TON• m BY OTHERS (f569ZJ (� _ '� _ _ NJ037:M W PIT 19 Provide 1" overlay from existing R Ol !! -I-PROP. 6` FH N �. •____.. _ . pavement joint to CALTRANS yy Itik ro °ry a g BY OTHERS (1589Z) p� I I x O i Z5g �+ ^I`y 1,_ �_ ROW � � ry ( � I�--- ___ _-- °H- - _ � f - i E,YR-- I -- SHRIER DR O O 8 MA/N RIVERSIDE DR 1f /LL/NO/S ST EX. u7xITYJ FX unLm RE P/T OEM& POLES 1;Xi�qoztI 15� T STATE HIGHWAY 74 ROSE AVEn 50' 30' n 40' O 40' BO' SCALE /N FEET PROP. FH TEE RIVERSIDE DR 20' 0 20' 40' C PROP B" RW GV STATE HIGHWAY 74 SCA[E /N FEET PROP. 8'S6' REDUCER CUT a< PCU; EX. pgpp gD• BEND 24 l PROP q' WATER 1-------- - R �M 7EMPORA,vY ,7 ,, ' 7 l`l BY °7I(EPs ✓ACK & BORE P/T DETA/L C ✓LXN EX 6" WATER (158.92) PRL? 8" WATER I EX.J 4' WAT�R t�, SGILE.' 11-20' (- PROP. 11.15',IL"8." J CUT &- RIX E.- 6w 12` W4TER (1434Z) PROP. WA 8" TER L -----_----�- __._. J 11189.23"F5% C RECONNECT fX FH TO C /4,; / . 12 (, 6" WRIER (1589 ZONE) IJ+4o.2D N 1c j x2 - REMOVE EX FH VALVE 8' BV EIY OTHERS WATFR-_I I.4_-_-___-_-_-_-__.-_-1? _ _�_-_4----_._ UNE DATA TABLE NO LENGTH BEARING Q 2/.00' M2T243B1V ® 13.74' N16.093Bw © 9.90' N1422'16-,- _-_-___-_-�_-_-_-_-a-_-_____-___- --EX 6"WATER TD EX F7RE HIDRAMT POTHCXE SUMILIRY TABLE PO7TT�LEE-,� unLRY 7� �T�, 5/ZE 7>� TA WATER 3.54' 4.54' !2' PVC Tc WATER o.7e' 1. n' 4" srz. _-_-___-_-�_-_-_-_-a-_-_____-___- --EX 6"WATER TD EX F7RE HIDRAMT 2J VALVE S/TE #7 DETAIL 7A SCALE.• J''=JO' B" BY 07HER5 DETAIL �f`7B ROBERTSON ST / ROSE A IRE X70' " � SCALE, 7 0 Underground Service Alert VERIFY SCALES REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. U BAR IS ONE INCH ON pµ0F ESS/ r ddd6S'"� CaO �"Q WATER SYSTEM IMPROVEMENTS 'I O OR DRAWING ,�, � � N.5 C;� ENG//1�EERS C 817 a ®1 AwrIN COUNTRY CLUB HEIGHTS Eep. B/NLh7 MOTOR A. ELIA R.CE. 84803 IF NOT ONE INCH ON * EXP. -6/30/17 SITE #7 -ROBERTSON ST /ROSE AVE SHTS _ THIS SHEET, ADJUST q CML ENGINEERS PLANNERS. SURVEYORS TWO WORKING DAYS BEFORE YOU DIG SCARES ACCORDINGLY lL'OFG11� 7980 CONWON AVENUE, SURE 100 •CORONA, CA. 92881-3370981-734-2130 FILE NO. r DESIGNED BY. VAE DRAWN BY: MILL CHECKED BY, VAE DA3E: RES: TRTAN TANK P.Z.: 1589 CALTRANS PERMIT 4 08 -15 -N -UJ -0516