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HomeMy WebLinkAboutS_5182_S,. . ' • • :c ~ ti I g d ~ "' "' al _j__~(J___:_::AD::::AM:::S:'.....__:A.:.:_VE::·,---t---;:;, z ~ii~'f ~ t, COLLEGE z ~ -:::c ;f I-"' "' CITY OF COSTA MESA z8 :) ill :c '.1CTORIA IL 19TH 0-INDICATES AREA SHO\\tl ON LOCATION MAP VICINITY MAP NOT TO SCALE ST. "' 0 "' 9i :,: SYMBOL LEGEND • POWER POLE 0 MANHOLE ~ FIRE HYDRANT D METER BOX ---0-VALVE ST. POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE BLOCK WALL 0 TREE Q{J SHRUBBERY ..t,,U.~.,J,a~ ASPHALT PAVEMENT ii!"]!" : : : : :; : ; : : ; : BRICK WALK 1··· · • .. •. · · 1 : .•. ' ..... · : : . : CONCRETE ~//~ BUILDING 3< w "' "' ~ ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION ---t.---CENTERLINE ----s----SEWER LINE ------W-WATER LINE ---G---GAS LINE --E--POWER LINE -TEL-TELE PHONE LINE -TV--CABLEVISION LINE -SP-SPRINKLER SYSTEM :a: STREET LIGHT BAKER -~ ~ ... ff R ORANGE CO. FAIRGROUN UNIVERSITi'. UPPER '<I; NE'M'ORT 6 -..J BAY t, t .JCITY I, ABBREVIATIONS AC ASPHALT CONCRETE AB AGGREGATE BASE ACP ASBESTOS CEMENT PIPE APP'D APPROVED AVE AVENUE BC BEGIN CURVE BCR BEGIN CURVE RETURN CIP CAST IRON PIPE C/.IP CORRUGATED METAL PIPE CONC CONCRETE CONST CONSTRUCTION DIP DUCTILE IRON PIPE DEPT DEPARTMENT DWY DRNEWAY DU DUCT E EAST ['LY EASTERLY EC END CURVE El£CT ELECTRIC EX EXISTING FE FLANGED END fl FLOW UN[ HOR HORIZONTAL INT INTERSECTION /IN INVERT LF LINEAR FEET 1,/J /.l[C/IANICAL JOINT N NORTH N'LY NORTHERLY NTS NOT TO SCALE PCC PORTLAND CEMENT CONCRETE pp POWER POLE PROP PROPOSED PVC POLYVINYL CHLORIDE PIPE PVMT PAVEMENT RCB REINFORCED CONCRETE BOX RCP REINFORCED CONCRETE PIP[ RT RING TIGHT R/W RIGHT-OF-WAY SCH SCHEDULE sco SEWER CLEAN OUT SD STORM DRAIN SECT SECTION SHTS SHEETS s SOUTH S'LY SOUTHERLY SMH SEWER MANHOLE ST STREET STL STEEL TR TRACT TYP TYPICAL VCP VITRIFIED CLAY PIPE VERT VERTICAL w WEST W'LY WESTERLY EMERGENCY TELEPHONE NUMBERS CITY OF IRVINE 'I/ U.C.I. Rll .MQ. 1 2 3 4 5 6 7 8 9 10 !\ r--·-..... --_.,-. ~. __ ,._.-c \ PUBLIC WORKS DEPARTMENT MAIN BEACH FORCE MAIN AND BREAKERS DRIVE WATER MAIN REPLACEMENTS C-3296 APPROVED: APPROVED: h. d [)4,••~A ·~ UTILITIES MANAGER, R.C.E. 25553 SHEET INDEX SHEET TITLE SHEET PLAN & PROFILE FORCE MAIN -BREAKERS DR. STA. 1+59.8± TO STA. 6+50.00 -SCH. • I\ PLAN & PROFILE FORCE MAIN -BREAKERS DR. STA. 6+50.00 TO STA. 12+00.00 -SCH. "A" PLAN & PROFILE FORCE MAIN -RAMP STA. 12+00.00 TO STA. 15+75.00 -SCH. "A" PLAN & PROFILE FORCE MAIN -JASMINE AVE. STA. 15+75.00 TO STA. 18+04± -SCH. "A" PLAN & PROFILE WATER MAIN -BREAKERS DR. STA. 1+41.00 TO STA. 6+40.00 -SCH. "A" & "Ef PLAN & PROFILE WATER MAIN -BREAKERS DR. STA. 6+40.00 TO STA. 11 + 72± -SCH. • A" & • ff SECTIONS DETAILS PLAN & PROFILE FORCE MAIN -MAGUERITE AVE. STA. 1+00.9± TO STA. 4+55.0:I: -SCH. "Ef PROPOSED ff WATER MAI (SCH. "A" & "If) DATE 7-9I-O/, DATE I a, ABANDON FORCE MAIN ~ ENTRY INTO MANHOLE -~ SCALE: 1•=100' LOCATION MAP ® ABII/IIDON F.f/lCE MAIN NOJES I 111111111111~ I I I I I I I I I llLiliJ lfflJ □ 1111111111111 I 1111 t I / " 0-INSTALL 6-INCH H.D.P.E., SDR-17, SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO. ~ INSTALL D. !. FITTING AND TYPE PER ANGLE AS INDICATED ON PLANS WITH RETAINER GLAND 0-CONNECT TO EXISTING MANHOLE PER DETAIL SHEET 5. ~ CONNECT TO FORCE MAIN VALVE VAULT PER PLAN 2 OF 3 ON SHEET 9 ©-ABANDON EXISTING WATER SERVICE AND SALVAGE EXISTING METER ~ SALVAGE EXISTING FITTINGS AND ABANDON IN PLACE EXISTING PIPE 0-CONSTRUCT 6" CLASS 350 D. I.P. SEWER FORCE MAIN · ®-REMOVE EXISTING STRUCTURE/FACILITY AS REQUIRED, REPLACE WITH NEW INKIND MATERIALS, AND RETURN TO ORIGINAL CONDITION. ®-REMOVE AND REPLACE A.C. AND A.B. WITH 1" MORE A.C. AND A.B. ~ GRIND EXISTING A.C. PAVEMENT TO A DEPTH OF 1• IN AREAS SHOWN AND OVERLAY WITH 1 1/2" ASPHALT CONCRETE FINISH COURSE. ®-REMOVE EXISTING P.C.C. STREET PANEL. REPLACE WITH FULL LIFT COURSE A.C. PAVEMENT. ®-REMOVE EXISTING AND CONSTRUCT NEW P.C.C. STREET PANEL, 8" THICK AS SHOWN ON PLANS. ~ CONNECT TO NEW FITTING FROM PUMPING STATION PER DETAIL •2• ON SHEET 9 0-PIPE BURST EXISTING 4• C. I. PIPE AND INSTALL 6-INCH H.D.P.E., SDR-17, SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO. ®-::::--INSTALL 6" YELOMINE, SDR 32.5, SEWER FORCE MAIN AS MANUFACTURED BY CERTAINTEED · ®--CONSTRUCT 8" PVC (C-9DO) CLASS 150 ®--INSTALL 6-INCH YELOMINE, SDR-17, CERTA-LOK 22.5' SWEEP BEND ~ INSTALL 6-INCH YELOMINE, SDR-17, CERTA-LOK 45' SWEEP BEND @-INSTALL 6-INCH YELOMINE, SDR-17, CERTA-LOK go• SWEEP BEND ~ INSTALL 6-INCH YELOMINE, SDR-17, CERTA-LOK 35• SWEEP BEND ®-=-INSTALL 1• WATER SERVICE PER CITY OF NEWPORT BEACH STD-502-L \ @-PROVIDE CLEARANCE BETWEEN PIPES PER CITY OF NEWPORT BEACH STD-528-L uSE s· PVC (C-900) CLASS 150 PIPE INSTEAD OF DUCTILE IRON PIPE @-;::-BLIND FLANGE END OF WATER MAIN FOR FUTURE CONNECTION WITH RETAINER GLAND @-INSTALL 8"x8"x6" (FLG x FLG) TEE PER CITY OF N.B. STD. 51D-L-A @-CORE DRILL MANHOLE WALL. EPOXY GROUT VOIDS BETWEEN PIPE AND WALL. @-=:::--INSTALL 4-INCH 45' DUCTILE IRON ELBOW (FE X FE) @-INSTALL 4'X4' TRAFFIC RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS EPOXY. ~ INSTALL 4'X4' GALVANIZED STEEL DOUBLE LEAF SPRING ASSISTED ••. ACCESS HATCH, H-20 TRAFFIC RATED. @--=-SALVAGE EXISTING FIRE HYDRANT ASSEMBLY AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. @-INSTALL 6" RESILIENT WEDGE VALVE PER CITY STD-508-L & STD-510-L-C @-=--REMOVE EXISTING AND INSTALL NEW 6" RESILIENT WEDGE GATE VALVE (FExFE) @-INSTALL 8" TO 4" REDUCER (FE x MJ) ®-::--PROTECT IN PLACE @-REMOVE EXISTING POST AND REINSTALL UPON COMPLETION OF NEW FORCE MAIN INSTALLATION ~ INSTALL 6-INCH STYLE 31 VICTAULIC COUPLING. ~ INSTALL 6-INCH CLASS 350 D. J.P. SEWER FORCE MAIN (PLAIN END X VIC GROOVE). @)--INSTALL 6-INCH CLASS 350 DIP (FLANGED X VIC. GROOVED) 8" LONG. ~ INSTALL 6-!NCH LEVER OPERATED ECCENTRIC 1/4 TURN PLUG VALVE (FE X FE) DE ZURK SERIES 100, CUT LEVER TO 18" LENGTH OR AS DIRECTED BY ENGINEER. @-INSTALL 6" X 6" X 4• DUCTILE IRON TEE (FE X FE). ~ INSTALL 4-INCH CLASS 350 DIP (FE X FE). LENGTH AS REQUIRED. @-INSTALL 4-INCH ECCENTRIC PLUG VALVE LEVER OPERATOR (FE X FE) DE ZURIK SERIES 100. CUT LEVER TO 18" LENGTH. GENERAL N01ES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT NS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S' SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN NS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL !3E RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT THEM WHETHER SHOWN OR NOT. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT {1-800-227-2600) 48 HOURS BEFORE ANY EXCAVATION. 3. STATIONING REFERS TO CENTERLINE OF PIPELINE STATIONING. 4. ALL SEWER FORCE MAIN AND WATER MAIN CONSTRUCTION WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR. 5. SEWER FORCE MAIN AND WATER LINE DISTANCES SHOWN IN PROFILE ARE HORIZONTAL DISTANCES. 6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORhllNG 00 WORK AT 644-3311. THE PUBLIC WORKS DEPARlMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF l>Jf'( CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 7. THE WALLS AND FACE OF All EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK PS DESCRIBED IN NO. 7 ABOVE FROM CAL -OSHA. CONTRACTOR SHALL NJ.JUST AND RELOCATE ALL WATER MffiRS TO GRADE AT PROPER1Y LINE AND CONNECT TO EXISTING SERVICE ON PROPERTY OWNERS SIDE OF METER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING WATER MAIN AND LATERALS IN SERVICE DURING INSTAUATION OF THE WATER MAIN REPLACEMENT. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFflC CONTROL DEVICES AT All TIMES IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, THE W.A.T.C.H. HANDBOOK AND PS DIRECTED BY THE ENGINEER. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L AND DETAILS ON SHEET 8. ALL WATER PIPES SHALL BE BEDDED PER DETAIL ON SHEET 8. WATER MAINS SHALL HAVE A MINIMUhl OF 3o OF COVER FRO!.I FINISH GRADE, UNLESS OTHERWISE SHOWN. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF 00 FIRE HYDRANTS. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF All WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO NOTIFY CITY IF l>Jf'( DISCREPENCIES OCCUR. THRUST BLOCKS SHALL BE INSTALLED ON ALL FORCE MAIN AND WATER MAIN FITTINGS IN ACCORD~.NCE WITH THE CITY OF NEWPORT BEACH STD-510-L. . ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL52 MIN.) UNLESS OTHERWISE SHOWN. \ ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL. LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE : STANDARD SPECIFICATIONS. • , All FLANGED JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS:. // GPSKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N-RUBBER. ' ·····' FLEX AND lRANSmON COUPLINGS USED TO JOIN PIPE IN WATER l,IAIN CONSTRUCTION SHALL HAVE All THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES AND SHALL CONFORM TO THE I.IINIMUI.I REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISH BY THE ASTM AND THE ANSI SPECIFCIATIONS. ALL FASTNERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS: _ ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING AND MANDRIWNG. ALL VIDEO INSPECTION SHAil BE PERFORMED BY THE crrf UTILITIES PERSONNEL l>Jf'( SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE COMPRISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING TEST, MANDRILL AND VIQEO, PROR TO ACCEPTANCE. 26. POLYETHYLENE PIPE AND FITTINGS SHALL BE PRODUCED BY THE SAME APPROVED MANUFACTURER. PRODUCTS MADE BY SUB-CONTRACTORS OR MANUFACTURERS DISTRIBUTORS ARE NOT ACCEPTABLE. PIPE AND FITTINGS FROM DIFFERENT APPROVED MANUFACTURERS SHALL BE INTERCHANGED. 27. POLYETHENE PIPE SHALL BE JOINED INTO LONG STRINGS BY BUTT FUSING LENGTHS OF PIPE TOGETHER USING ONLY PROCEDURES THAT ARE RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. THE CONTRACTOR SHALL ENSURE THAT PERSONS MAKING HEAT FUSION JOINTS HAVE RECEIVED TRAINING IN THE MANUFACTURER'S RECOMMENDED PROCEDURE. THE CONTRACTOR SHALL MAINTAIN RECORDS OF TRAINED PERSONNEL. AND SHALL CERTIFY THAT TRAINING WAS RECEIVED NOT MORE THAN 12 MONTHS BEFORE COMMENCING CONSTRUCTION. EXTERNAL AND INTERNAL BEADS SHALL NOT BE REMOVED. 28. POLYETHYLENE PIPE AND FITTINGS MAY BE JOINED TOGETHER OR TO OTHER MATERIALS BY MEANS OF FLANGE CONNECTIONS (FLANGE ADAPTORS AND BACK-UP RINGS) OR MECHANICAL COUPLINGS DESIGNED FOR JOINING POLYETHYLENE PIPE TO ANOTHER MATERIAL. 29. THE CONTRACTOR SHAll INSTAll ALONG WITH BOTH THE PVC WATER MAIN AND POLYETHYLENE FORCE MAIN, A 10 GAUGE INSULATED TRACING WIRE PER INSTRUCTIONS FROM UTLmES REPRESENTATNE, LOREN LOVE (949) 710-3410. @--INSTALL 12• DIA. SUMP WITH CAST IRON GRATE AND FRAME, ALHAMBRA FOUNDRY CO., NO A-2020 OR APPROVED EQUAL. ®-INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH S.S. CAI.ILOCK (FE) FITTING AND INSULATING BUSHING. @--INSTALL 6-INCH H.D.P.E., SDR-17, FE x FUSION WELD ADAPTOR TO CONNECT TO H. D. P. E. PIPE @-INSTALL STAINLESS STEEL AD.nJSTABLE PIPE SUPPORT PER CITY OF NEWPORT BEACH STD.-522-L. @::::--INSTALL 6-INCH YELOI.IINE, SDR-17, FLANGE ADAPTER TO CONNECT TO YELOMINE PIPE @-REMOVE EXISTING FITTINGS, SPOOLS, AND VALVES FROM go• ELBOW CONNECTED . WITH PUMP TO 90' ELBOW CONNECTED WITH EXISTING 6" FORCE MAIN. @::::-INSTALL 4" X 6" DUCTILE IRON 90' BEND (FE X FE). ®-INSTALL 4" DUCTILE IRON SPOOL FLANGED ENDS, LENGTH AS REQUIRED. ~ INSTALL 4" X 4• X 4• DUCTILE IRON TEE (FE X FE). J @-INSTALL 4" DUCTILE IRON go• BEND (FE X FE). ~ INSTALL 4• PLUG VALVE (FE X FE) WITH HANDWHEEL. ®-INSTALL 4• SWING CHECK VALVE WITH LEVER AND WEIGHT (FE X FE). @=--FILL ABANDONED FORCE MAIN WITH SLURRY. FILL CHANNEL OF t.lANHOLE AND FORCE MAIN ENTRY INTO MANHOLE WITH CONCRETE. RESHAPE CHANNEL. APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: BASIS OF BEARINGS BENCHMARK OCS BM "NB4-36-74" C-3296 DESCRIPTION APP'D. S-5182-S REVISIONS SHEET 1 OF 10 I • • • • " l<i " " ,,, -'l ! r 20-c? 10- 0- ;-·=-··-----i-----· ! ,-.-~-----~-- ! ! , \_. _________________ ,. I 6+00 9 EXISTING ELECTRICAL lj/lES ,. - IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE § REQUIRES A OIGALERT IDENTIFICATION NUMBER as !;J BE ISSUED BEFORE A "PERMIT TO EXCAVATE." -WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 5+00 ' / , EXISTING -.ELECTRICAL VAULT EXi~~G 'i" 5£WfR. >cc,,~ SI/NG. _J ~ LEPHONE>VAUH ~ , ... ,.,, ..__--;.~::-,,,:,,.._c-;_-.... c::-_:'. .~----••• _ -----1 .-J/" DIAL TOLL FREE 1-800-227-2600 _j'''",-;: ----- ; I ' ' ' • ' ' , '' '' ,---~ ' : ,, i 4+00 ./ -------· --... ,--.. , \ f 1-, [ •• EXISTING t' \ ·-r< ----~-~---------- 1, /STING "' I 3+00 ---/-~'-,: ; : ------~-------,.i_ ' ' ----------·----I '. I ! ( ' .-: : --· --~ · ,,,; xtf ~~:"~ ___ ;· -· - -~----------· -----•------------' --------~---- ' J_ ... 5'(1YP.) ·, ' "' r-.: / C \i"~[~~lf:~~tr:t1~1it~\~ ·;1r1if¾t:}1--c_C,~~~s~-~~·;~,, ---'• -·------\ ~,,,. __ ' .>; i*isnNG' .J-•-··· :f.. ELECTRICAt·, VAULT : -, BREAKERS DR/Vt-~~~:~·= ' ' . -~ -'· .-- . CONST CT NEW 6" FORCE/MAIN (SCH. "A") FFEPAIED BYi The Keith Companies1-ncc 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 AC OVERLAY CAPPING ADDITIVE BID ITEM NO. 19 SEE SHEET 8 OF 9 FOR DETAILS F,7/'7;7 GRIND LIMITS ADDITIVE BID ITEM NO. 20. ~ SEE SHEET 8 OF 9 FOR DETAILS ' l -----~-------,-------+---·------>----------L·----1 2+00 f)/ISTING-6"··FORCE· ® TO BE ABANDONED IN PLJ,CE : : I ---l-·-·------~------ i ---~---·----------!!---·---' ' (----- ' ' ··-,------- 1 +00 ·--.. --··· .... .EX/SllNG·SEWE.ll"PUMPING , EXISTING 4' WATER •·, REF: L---... EXISTING rLEPHONE VAULT -----··· -----·-· --·"·--------/ 't EXISTING , .• ELECTRICAL GAB. f CONS I RlJCTION NOTES ~ INSTALL 6-INCH H.D.P.E., SDR-17, SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO. 0)-CONNECT TO FORCE MAIN VALVE VAULT PER PLAN 2 ON SHEET 9 ©::::-SALVAGE EXISTING FITTINGS AND ABANDON IN PLACE EXISTING PIPE 0-CONSTRUCT 6" CLASS 350 0. J.P. SEWER FORCE MAIN ©::::-CONNECT TO NEW FITTING FROM PUMPING STATION PER DETAIL"2" ON SHEET 9 ©-PIPE BURST EXISTING 4• C. I. PIPE AND INSTALL 6-JNCH H.D.P.E., SDR-17, ~ SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO. ~ INSTALL 6" H.D.P.E., SDR-17, MITERED 45· ELL. ®-PROTECT IN PLACE ~ REMOVE EXISTING POST AND REINSTALL UPON COMPLETION OF NEW FORCE MAIN INSTALLATION @-GRIND EXISTING A.C. PAVEMENT TO A DEPTH OF 1• IN AREAS SHOWN AND OVERLAY WITH I 1/2" ASPHALT CONCRETE FINISH COURSE. @--FILL ABANDONED FORCE MAIN WITH SLURRY. FILL CHANNEL OF MANHOLE C-3296 AND FORCE MAIN ENTRY INTO MANHOLE WITH CONCRETE. RESHAPE CHANNEL. APPROVED PLAN AND PROFILE RCE 46214 '_f 1-800-422-4131 TWO WORKING DAYS BEFORE AT LEAST lWO DAYS BEFORE YOU DIG FORCE MAIN -BREAKERS DRIVE STA. 1+59.8± TO STA. 6+50.00 8 YOU DIG. u,oERGROu.., sE1<11CE mar or sOUTHERN CAUFORNLi\ DA TE • -'3 I ~ 0 \ ~ R.C.E. 21646 (EXP. 09/30/01) DATE BY DESCRIPTION APP'D. DESIGNE~M/RFS DRAl'<N PM CITY OF NEWPORT BEACH S-5182-S ?:i .._ ____________________________________________________________________________________________ ..J. ________ RE_vi_s1_oN_s _______ .LcH-EC_K_ED_:RF~S.J.D_ATE_;5~/2;,:2L;/0!1.L_:PU~B;!!L;:_:IC~W~0~RK~S;!_!D::;EP~A:!R~1M~E!!_Nl!,._.J::s:::HE::_ET:..l2:.:DF_j1~O!..J \ ' • • • • ~ 0 E ..J ~ E "-·; 0 a "' " "' :a,. -a;: g- " • .l 0 §1 ~ -< g- " 6 a .; a ~ -< ~ : ------; ------ ' I -------------·--____ , _______ :'-•·------_; ! i • --· __ , _____ ----------------··--~J--,------ 1 ' ~ ' I -------· I ·---... --·~-~--~--~----~-----• --, \----·--·-----+---------~-------+-- ! • 30- 20- 10- 12+00 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. 11+00 DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 10+00 15 PRO ECT IN P CE) C R/CAL VAULT (PRO CT IN PLACE) AC OVERLAY ADDITIVE BID ITEM NO. 19, SEE SHEET 8 OF 9 FOR DETAILS i':7,7,7/1 GRIND LIMITS ADDITIVE BID ITEM N0.20. ~ SEE SHEET 8 OF 9 FOR DETAILS 9+00 l'fiEPARED BY, The Keith CompanieslTI<C 2955 Red Hill Avenue, Costa Mesa. C<\ 92626 (714) 540-0800 dl1 ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/01) ' i ------------10~----------'. 8+00 7+00 rll-----EXISTING 11' SEWER 15 CONSTR CT NEW 6" FORCE (SCH. "A") CONSTRUCTION NOTES \ 0----INSTALL 6-INCH H.D.P.E., SDR-17, SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO. 0--PIPE BURST EXISTING 4" C. I. PIPE AND INSTALL 6-INCH H.D.P.E., SDR-17, (?rt__ SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO . ~ INSTALL 6" H.D.P.E., SDR-17, MITERED 45' FITTING. @-INSTALL 6" H.D.P.E., SDR-17, MITERED 67.5' FITTING. ®---PROTECT IN PLACE REF: ®-GRIND EXISTING A. C. PAVEMENT TO A DEPTH OF t" IN AREAS SHOWN AND OVERLAY WITH 1 1/2" ASPHALT CONCRETE FINISH COURSE. C-3296 APPROVED PLAN AND PROFILE 1--t--+-_:_--------+-~S~~~IN PR-R~C ... E .._46-21~41 FORCE MAIN -BAEAKEAS DRIVE DATE 7•:,l•t>I STA. 6t50± TO STA. 12to0.00 1-D-ATE__.__8_Y_,_ ___ o_E_sc_R1P_ri_oN ____ __._A_P_P'o_. -1-o_Es_iG_NE-'--'iM"'-/R"'-F=-s 1-DR_A_WN_P ____ M --1 CITY OF NEWPORT BEACH S-5182-S RE"1SIONS CHECKED RFS DATE 5/22/01 PUBLIC WORKS DEPARTMENT SHEET 3 OF 10 I • .!, e 0 E .,J ~ E .g. "' . 0 al "-"' -"' ~ .., "' ~ " ..; 0 0 ~ [ -~ .., -a a ci :3 -;., 40- <ti <:i EXISTING GROUND SURFACE • 20--~------- 12+00 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A OIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-fl00-4Z2-41J1 lWO WORKING DAYS BEFORE YOU DIG. 13+00 DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT or SOUTHERN CALIFORNIA L \ ONSTRUCT 6" FORCE (SCH. "A" 14+00 ~ GRIND LIMITS ADDITIVE BID ITEM N0.20. ~ SEE SHEET 8 OF 9 FOR DETAILS ~ AC OVERLAY CAPPING ADDITIVE BID ITEM NO. 19 ~ SEE SHEET 8 OF 9 FOR DETAILS PREPARED sr, Th-e Keith 2955 Red Hi/J Avenue, Costa Mesa, CA so£, R.C.E. 21646 92626 (714) 540-0800 (EXP. 09/30/01) 14+00 •-·,,t ' 15+00 14 .'-'J \, ;. -s"' \ ' REF: DATE BY ' ··--·--·-'. ·---·· ----~···"··· ------·~ • ----------------------- • i -·--:-----·-------------------' 16+00 CONSTRUCTION NOTES 0--INSTALL 6-INCH H.O.P.E., SDR-17, SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO. @-INSTALL 6" H.O. P.E., SOR-17, MITERED 22.5" FITTING. ®--:::--INSTALL 6" H.O.P.E., SDR-17, MITERED 45" FITTING . ®-GRIND EXISTING A.C. PAVEMENT TO A DEPTH OF 1" ANO OVERLAY WITH 1 1/2" ASPHALT CONCRETE FINISH COURSE JOIN AT EDGES. ~ -------~=.::: 1s_s1 16 _s9 ..----;. ;. c::_ APPROVED DATE DESCRIPTION APP'D. DESIGNED PM RFS REVISIONS CHECKED RFS RCE 46214 DRAWN PM DATE 5/22/01 C-3296 PLAN AND PROFILE FORCE MAIN -RAMP STA. 12+oo.OO TO ST A. 15+ 75.00 CITY OF NEWPORT BEACH S-5182-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 10 \ \ 70- . • ,, __ -··----------4•--' -----------:r-, • ·-----,-------'L ---r· ! ·--··----·---·--•--1-, 16+00 ~~w >t1~5$) 0 I • I I --·-· --{-'"-··---·-,------- ' ! 17+00 "-"--' \ +>> \\ CONG d' WATER \ CONG ! + lo >o' Jl • 7 ~~ ~~ (_) \ +><l' 0 '6' '° ~ I \ +oo fXISllNG 'L GAS EXISTING Ef' S£W£R + .? ) £ND CON ,.r 18+04±, J EXISllN s:'s-\f ... EXIST. CURB GUTTER CONSTRUCT NEW 6" FORCE MAIN (SCH. "A") X JASMINE AVE. ~ AC OVERLAY CAPPING ADDITIVE BID ITEM NO. 19 ~ SEE SHEET 8 OF 9 FOR DETAILS f77'.7/l GRIND LIMITS ADDITIVE BID ITEM NO. 20. ~ SEE SHEET 8 OF 9 FOR DETAILS :p "' ·cs. 0 0 CONSTRUCTION NOTES i ' -----t --·-----' ' ---•-l---- ' ' ' • I . ' 0---INSTALL 6-INCH H.O.P.E., SDR-17, SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO, 0-CONNECT TO EXISTING MANHOLE PER DETAIL BELOW. ®-=--INSTALL 6-INCH H.O.P.E., SDR-17, MITERED 67.5" ELL ~ INSTALL 6-INCH H.D.P.E., SDR-17, MITERED 90" ELL ®-::::-PROTECT IN PLACE ®-GRIND EXISTING A.C, PAVEMENT TO A DEPTH OF 1• IN AREAS SHOWN ANO OVERLAY WITH 1 1/2" ASPHALT CONCRETE FINISH COURSE. JOIN AT EDGES. ®-REMOVE EXISTING AND CONSTRUCT NEW P.C.C. STREET PANEL, s• THICK AS SHOWN ON PLANS. EX. 8" SEWERS--.~ INV. EL. 73.5 MODIFY MANHOLE CHANNEL ------- TO RECEIVE FORCE MAIN FLOWS PER CITY STDS. EXISTING MANHOLE ®-CORE DRILL MANHOLE WALL. EPOXY GROUT VOIDS BETWEEN PIPE AND WALL. INV. EL 73. 7D CORE DRILL BASE FOR FORCE MAIN STA. 18+04+ 15' H.D.P.E., SDR-17 SEWER FORCE MAIN OPEN CUT TRENCH STA. 17+93.96 MICRO-TUNNEL INSTALLATION MANHOLE CONNECTION DETAIL SCALE: 1" = 4' REF: C-3296 \ ~ ~ t !? 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' 11 i l I , ______ _j ' ! i i I : I i l _____ t-::~-:::~-=---=-~:::::-t 1 ·=--·-=--·=~-::-::::_::_=·=-=-~=--=t}=-=--:=:=_=_ =·-~r·:;::;::::;=+-1,;::::. ·=-~=--=-~=--=-·=-=-=t=--=-=--=-=--=--=----=--·=---=·-=-i-~,:;_: ___ : __ :::-___ : __ ;_;_;_:::_ --=-"-:=-= -=-=~===:;-=====c=o-,,=f=STi=R=u=c=T=49=9=·=oo=· ,~! L=F=B"=P=\/i=C=~=c=-=+~:o:o_~:~=c~=LA~=s=-s::2--=oo~;+=~=--=~=--=--=-=---=-=·-=-~:=-·-=-:--:::_ -=::::_::_ ::-.i::~;;;-=~:-=-=--=--=----=--i~=·=-~=-===-±=,::-_=_= __ =_=_=_:::::::J--,,-=-=_=_=_=_=_=_=_=_= _= ""t!~~;:=--=--=-=-=-·=· 7J;::=-=-==--=-=-±["==~----_---_--_----_-_--_;--;!_-_-_---_-_--_-_--_-----i-----------~--------------, I --------1 !------·--------:-~--.-----·--------'-------+-----·-------T I -PROFILE ~ -·~·---·------!-·--·-------~---· !-------·-, __ ' t ____________ , ' 0- SCALE : -·-•--r·------ HOR I Z. 1 "= 20' ------i-----------+-----1-________ : _____ ,_____ _, _ __t__ ----;-----------'---\ t I ; l 1 VERT. 1 "=4' i l 6+50 6+00 5+00 4+00 3+00 2+00 1 +00 !STING lEPHONf VAULT !STING d' S£W£R IMPORTANT NOTICE 12 Sill 6" E MAJN "A") ( ) ONSTR (S T NEW 8" WATER M IN & ' ") VAULT BREA CURVE DATA CURVE DELTA /?ADI/JS l£NGTH TANGENr (A) 18'05'56" 280.50' 88.61' 44.68' ~ AC OVERLAY CAPPING ADDITIVE BID ITEM NO. 19 ~ SEE SHEET 8 OF 9 FOR DETAILS ' f'.////1 GRIND LIMITS ADDITIVE BID ~ SEE SHEET 8 OF 9 FOR DETAILS PFEPARED BY, The Keith ITEM NO. 20. \ EXl5nNG t' GA.> I ------------ \ 12 11------+--1.112 fXfSTING 4" WATER fXISTING PHONE VAULT EXISTING fXJSTING ELECTRICAL VAULT ELE/\ IB r ~,~ r ~coo=-=s~~==~= ~ L~ ©-=-ABANDO EXISTING WATER SERVICE AND SALVAGE EXISTING METER ®---CONSTRUCT 8" PVC (C-900) CLASS 150 ~ INSTALL t' WATER SERVICE PER CITY OF NEWPORT BEACH STD-502--L AND JOIN EXIST,. PIPE PRIOR TO PRESSURE REGULATOR. ,,.___ @----PROVIDE CLEARANCE BETWEEN PIPES PER CITY OF NEWPORT BEACH STD-528--L USE s• PVC ( C-900) CLASS 150 PIPE INSTEAD OF DUCTILE IRON PIPE @-:::-BLIND FLANGE ENO OF WATER MAIN FOR FUTURE CONNECTION WITH RETAINER GLAND @-INSTALL 8"x8"x6" (FLG x FLG) TEE PER CITY OF N.B. STD. 510-L-A @-=-SALVAGE EXISTING FIRE HYDRANT ASSEMBLY AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. @-INSTALL 6" RESILIENT WEDGE VALVE PER CITY STD-508-L & STD-510-L-C ®-:::--PROTECT IN PLACE ®-GRIND EXISTING A.C, PAVEMENT TO A DEPTH OF 1" IN AREAS SHOWN AND OVERLAY WITH 1 1/2" ASPHALT CONCRETE FINISH COURSE. JOIN AT EDGES. REF: C-3296 APPROVED PLAN AND PROFILE ~ SECTION 4216/4217 OF THE GOVERMENT CODE 8 REQUIRES A DIGALERT IDENTIFICATION NUMBER " BE ISSUED BEFORE A "PERMIT TO EXCAVATE." W'A' EH MAIN BFEAKERS DRIVE & WILL BE VALID. FOR YOUR DIGALERT TOLL FREE AT L£AST TWO DAYS 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 RCE 46214 I'\ I - DIAL TOLL FR££ 1-800-227-2600 CompanieslTKC 1 1-1:100-42z-41J11Wo woRKING □AY5 BITOR[ BEFORE YOU DIG /)~~ 1 srA.1+4100 T,o sr·• e+40oo I YOU DIG, UNDERGROUND SERVICE ALERT or SOUTHERN CALIFORNL'< Ro!ffff: SEE~AN R.C.E. 21 ~plolEXP. 09/30/01) f--D_A_TE~_BY_,___ ___ DE_sc_R_IPTI_o_N _____ --'---APP_'D.-+--:A_E:_1G_N-E:i.:::,M_1:;:_:~=--::·:~R-o,,_A_•,_WN~~P~M~~---I CITY OF NE~POR~· BEAC;~_S_5_1 ~_2 __ s-l -f.._.:...-------------------------------------------------------------------------------------------......L.--------RE_vi_si_oN_s _______ .1...cH_Ec_K_ED.....:.::RF,.;:S...1.,D_AlE....;5;:./'22;::..;/o;.;.1....1......;.PU;;;B:;;Ll:.;C;;._;;WO:,;;;.;RK:..:.S:...:D;.:EP:....:A;.:R.:..:™=E:..:.NT,;_.....1..s_HE_ET_6::.,._or....!1~0~ - - l Ji e 0 ~ ...! ~ 1 3 8 "' ~ "' -"' "" "' "' " ,0 C C \ii: ~ • -r -C C :::i :3 -,;,; i ; ,_ --·--·---------------. . r·----~--~---·--,~----·-----------,----------------··· ' 12+00 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 lWO WORKING DAYS BEFORE YOU DIG. I ··--·--·-··1 I 11+00 r: I ,< /,-I _,,,,, ... , • f 1 f"<_,; ,· 0 DIAL TOLL FREE 1-800-227-2600 A.T LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA 10+00 9+00 I . ";=. ,.,:-~-.-· -_;•,=_---,, .·--t /:: 15 I 12 RW EXIST/NG EXISTING 4" C.I. WATER LEC RICAL VAULT \'\ ' CURVE DATA CUF?VE DELTA RADIUS LENGTH TANGENT B 24'04-'0o" 234.50' 98.50' 49.99' ,c JTOJ'OJ" 234.50' 151.64' 78.58' ~ AC OVERLAY CAPPING ADDITIVE BID ITEM NO. 19 ~ SEE SHEET 8 OF 9 FOR DETAILS f'.7,7,7,;;J GRIND LIMITS ADDITIVE BID ITEM N0.20. ~ SEE SHEET 8 OF 9 FOR DETAILS PREPAIED BY, The Keith CompanieslTKC 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 &I ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/01) 12 EPI /ONE '/AU t' WA BR[AKE 8+00 --+-"---EXISTING If SEWER ---'12 (ALT. "A") ASPH 37 REF: ~-----------L ----------------·----: EXIST/NG t' GAS i rmilic -~-----~'--··· ------·-------·· ] ----·-· ------------,-----~------------ I Cl>NNO 7+00 ' . 18 . ' 0-INSTALL D. I. FITTING AND TYPE PER ANGLE AS INDICATED ON PLANS WITH RETAINER GLAND ©:::::--ABANDON EXISTING WATER SERVICE AND SALVAGE EXISTING METER ®-CONSTRUCT B" PVC (C-900) CLASS 150 ~ INSTALL t" WATER SERVICE PER CITY OF NEWPORT BEACH STD-502-L AND JOIN EXIST. PIPE PRIOR TO PRESSURE REGULATOR. @-PROVIDE CLEARANCE BETWEEN PIPES.PER CITY OF NEWPORT BEACH STD-533-l.. USE 8" PVC (C-900) CLASS 150 PIPE INSTEAD OF DUCTILE IRON PIPE @-:::--INSTALL 8"x8"x6" (FLG. x FLG.) TEE PER CITY OF N.B. STD. 510-L-A ®-SALVAGE EXISTING FIRE HYDRANT ASSEMBLY AND INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. ~ INSTALL 6" RESILIENT WEDGE VALVE PER CITY STD-508-l.. (FExMJ) • ®-REMOVE EXISTING AND INSTALL NEW 6" RESILIENT WEDGE GATE VALVE (FExFE) ~ INSTALL 8" TO 6" REDUCER (FE x MJ) · ®-PROTECT IN PLACE ®-=--GRIND EXISTING A.C. PAVEMENT TO A DEPTH OF 1" IN AREAS SHOWN AND OVERLAY WITH 1 1/2" ASPHALT CONCRETE FINISH COURSE. JOIN AT EDGES. C-3296 PLAN AND PROFILE :O~D 9~--- f----+---+---------------1----1 UTJ'.l;t~(lEER RCE 46214 WA I ER MAIN -BREAKEAS DRIVE STA. 6+40.00 TO STA. 11+72± DATE i-D-A1E~_B_Y_,_ ____ 0E_sc_R1P_11_0N ____ __J,_AP_P'o_. +-D-Es_1G_NE..:..:iM:::1./.:.::.RF.::..s -1-D-RA_WN_P_M ---t CITY OF NEWPORT BEACH I--S--=5=1_8_2_S--I REVISIONS CHECKED RFS DATE 5/22/01 PUBLIC WORKS DEPARTMENT SHEET 7 OF 10 • .. LIMIT OF PAVEMENT REPLACEMENT PER PUNS EXIST. f1' PCC PAVEMENT TRENCH RESURFACIN SAWCIJT DOWEL PER CITY OF NEWPORT BEACH STD-108-L '110 40 NATIVE BACKR!LL TRENCH SHEETING 0 __st!Cll!ll>IG JE..lJSED ! APPROVED GRANULAR FILL COMPACTED TO 95:11: I:• . ff' MIN. PIPE O.D. (PIPE BARREL)---1+1111-"----" UNDISTURBED SOIL, TYPICA~----' ~">%~ I •• .• • '--0.4 O.D. P.C.C. PAVEMENT REPLACEMENT AND BEDDING DETAIL • JASMINE AVE.,OCEAN BLVD. AND MARGUERITE AVE. ~~2E;'~~S. CD EX. CURB & GUTTER OR CURB 1. TRENCH WIDTH IS 0.D. + 12" MINI/JUI.I OR O.D. + 2d' 1./AXII.IUJ.I, INCLUDING THICKNESS OF TRENCH SHOR/1'/G OR SHEETING. Ji 2. I J. BACKRLL SHALL BE PER STANDARD SPECIF/CATTO/IS SECTION 306.1.J, EXCEPT THAT REL4TIVE COMPACTION SHALL BE 90 PERWff 1.//NIIIIJAI. EX. EDGE OF PAVEMENT ALONG HOUSE SIDE ::l I " z § ., 4. WHEN THE I.IAXIUUI.I TRENCH WIDTH IS EXCEE:DED, THE CONTRACTOR SHALL SUBl.lfT TO THE ENGINEER FOR APPROVAL, DRAWINGS MTH SUBSTANTIATING £NG/NEERING CALCUU.TIONS FDR THOSE I.IDDIFICATIONS OF PIPE STRENGTH AND/OR BfDDING WHICH WILL PROVIDE AN /N-PV,CE FACTOR OF SAFfJY DR SAFfJY EQUIVALENT ro 11iAT PRDWJED IN THE CONTRACT. BEDDING SHALL BE PfR STANDARD SPECIFICATIONS SECTION 306-1.2.1 EXCEPT THAT: (A} CIASS 100-E-IOD SLURRY 11<\Y BE SUBST11UTED FOR SHAPED BEDDING AT THE CONTRAGroR'S OPTION AND EXPENSE. (B) HAUi/CH BEDDING SHALL BE HAND TAI.IPfD TO 90% REU.TIVE COI.IPACTTON I.IIN/1,/UI.I FOR ~ HOPE, DIP, AND ALL OTHER Fl..EX/81.E PIP£ INSTALLATIONS, WHEF1£ UPON THE /lfllAIND£R OF BE:DDING (ABO\£ SPRINCUNE) 11<\Y BE COMPACTED CONCURRENTLY WITH THE BACKFILL 5. TRtHC/1 RESURFACING IN ASPHALT CONCRETE PAVEl,/ENT SHALL 8£ PER STANDARD SPECIFICATIONS 306-1.5, EXCEPT THAT: APPLY THICK COAT AND FfATH£R NEW PA\£1.1£NT AS N£CfSSARY TD SEilL THE CONTACT JOINT AND £UJ.IJNATE PAVEJ.IENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. 6. IF I.IAJN UN£ TRENCHfS RESULTS IN PA\/0/ENT WIDTH OF S' OR LESS, PAVEJ.IENT SHALL B£ R£1.10\£D TD EDGE OF GUTTER. 7. JOIN EXISTTNG P.C.C. PAVEMENT WITH /4 SMOOTH BARS PER P.C.C. PAVEMENT CONTACT JOINT CITY OF NB STD-108-L LIMIT OF AC OVERLAY ADDITIVE BID ITEM -SEE PLANS .----'lrRIENCti RESURFACING SAWCUT VARIES 1 "MIN. APPROVED GRANULAR ALL COMPACTED TO 95:11: PIPE O.D. (PIPE BARREL)--!+~__,,. UNDISTURBED SOIL. TYPICAL.----::::::'.../_] '--0.4 O.D. J7 / , LIMIT OF GRINDING AND CAPPtNG (SEE PLANS) ADDITIVE BID ITEM . LIMIT OF PAVEMENT REPLACEMENT PER PLANS I ": -ASPHALT CONCRETE :® 0 SAWCUTI \ ~ ®\ TRENCH RESURFACING- ~ 1 II ·r h ~ • ~ • ' • •. ' -r~ • " ~~~ ~I 1' MIN. i "' 1' !AIN. /2! CEMENT CONCRETE ~ ATIVE BACKFILL "' ./ //(~ ~! z TRENCH SHEETING O[N /,>-'»~ {. :i -SHORING IF USED .. . ' • • • • .'•. I b . : .-: . z· . _. .-.. . I . . :i .. ;,, ff' • ';, r"•• 'N f5' .. .·.-y -~ ~ MIN. . . MIN. APPROVED GRANULAR . • .. 'r ~ __ , .. ;' ALL COMPACTED ID 95:11: :·::: ·: _· . -) ----- J7 EX. CURB & GUTTER OR ' -· ' ., ;I 11:., I ::I 0:: "' i - ---- " z 5 1. TRENCH WlfJ/H IS O.D. + 12" J.IINII.IUJ.I OR O.D. + 2d' AIAXII.IUI.I, INCI.UDING THICKNESS OF TRENCH SHORING OR SHEETING. 2. BACKFILL SHALL BE PER STANDARD SPECIRCATIONS SECllON J06.1.J, EXCEPT THAT RflATIVE COI.IPACTTON SHALL BE 90 PERCfNT MINIMUM . J. WHEN THE I.IAXII.IUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBI.I/T TD THE ENGIN£ER FOR APPROVAL. DRAWINGS WITH SUBSTANTIATING ENGINEFR/1'/G CALCUU.TTONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH.AND/OR BE:DDING WHICH W1LL PROVIDE AN IN-PLACE FACTOR OF SAFETY OR SAFETY EQUIVALENT TO THAT PROV/DE:D IN THE CONIRACT. 4. BEDDING SHALL Bf PER STANDARD SPECIRCATKJNS SECTION 306-1.2.1 EXCEPT THAT: (A) CIASS 100-£-100 SLURRY I.IAY BE SUBSTTIUTED FOR SHAPED BEDDING AT THE CONTFIACTOR'S OPTION AND fXP£NSE. (B) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RElA11VE COI.IPACTION MIN/MUI.I FOR P'vl:, HOPE, DIP, AND .._,_ ---l;J ALL OTHER FLEXIBLE PIPE INSTALLATIONS, WHERE UPON THE l?EMA/NOER OF BEDDING (ABOVE SPR/1'/GUNE) PIPE 0.0. (PIPE l!ARREL) . /, " .. ·. I I UNDISTURBED SOIL. 1YPI-_ I -/,I,, . , •' ••, . .. I 11 0.4 O.D. ., 0 "" 11<\Y B£ COMPACTED CONCURRfNTLY WITH THE BACKFILL S. IF MAIN UN£ TRENCHES RESULTS IN PAVEMENT WIDTH OF 5' OR LESS, PA\/0/ENT SHALL Bf REMOVED TO EDGE OF GUTTER. 6. TRENCH RESURF'ACING IN ASPHALT CONCRETE PAVEMfNT SHALL BE PER STANDARD SPECIFICATIONS 306-1.5, EXCfPT THAT: ASPHALT CONCRETE AND P.C.C. PAVEMENT REPLACEMENT AND BEDDING DETAIL (A) APPLY TACK COAT AND ffATHfR NEW PAVEJ.IENT AS NECESSAR'f TD S£.IL THE CONTACT JOINT AND £UM/NAT£ RAMP AND BREAKERS DRIVE ENTRANCE REMOVE AND REPLACE A.C./ A.B . WITl-l 1" MORE A.G. AND A.B . / / ASPHALT CONCRETE SAWC 1' MIN ~~2E;l~~s. (D OVER NO BASE 1. TRENCH 11'1/JIH IS 0.0. + 12" MINII.IUM OR 0.0. + 2d' I.IAXIMUM, INCt.UDING THICKNESS OF TRENCH SHOR/1'/G OR SHEU/NG. 2. BACKFILL SHALL B£ PER STANDARD SPECIFICATIONS SECTION 306.1.J, EXCEPT THAT. REL4TIVE COI.IPACTTON SHALL B£ 90 PERCENT 1.//N/I.IUI,/, PAV£J.lfNT DEPRESSIONS WIHTTN ONE FOOT OF THE CONTACT JOINT. ENCH SHEETING OR SHORING IF USED J. WHEN THE I.IAX(J.IUJ.I TRENCH WIDTH IS EXCEfDED, THE CONTRACTOR SHALL SIJBl,/fT TD THE ENGINEER FOR APPROVAL. DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCUIAllONS FOR THOSE J./00/FICATTONS OF PIP£ srR£NGTI-I AND/OR BE:DDING Wlf(CH WILL PROVfDE AN IN-PLACE FACTOR OF SAFfJY OR SAFfJY EQUIVA/.ENT TD THAT PROVIDED IN TH£ CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICAllONS SECTION J06-1 .2. I EXCEPT THAT: (A) CIASS 100-£-100 SLURRY 11<\Y B£ SUBSTl1UT£D FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND EXPENS£ (B) HAUNCH BfDDING SHALL BE HAND TAMPED TO 90% REIATIVE COMPACTION I.IINIIIUM FOR PVC, HDP£, DIP, AND ALL OTHER FLEX/8!.f PIP£ INSTALLATIONS, WHERE UPON THE REMAINDER OF BEDDING (ABOVE SPRINGUN£) 11<\Y BE COMPACTED CONCURRENTl.Y WITH THE BACKFILL 5. IF MAIN LJNE TRENCHES RESULTS IN PAVEJ.IENT WIDTH Of S' OR LESS, PAV£J.1£Nf SHALL Bf REMOVED TO EDGE OF GlffTER. ASPHALT CONCRETE PAVEMENT REPLACEMENT AND BEDDING DETAIL 6. TRfNCH RESURFACING IN ASPHALT CONCRfJE PA\£/JENT SHALL BE PER STANf)ARD SPECIRCATTONS J06-1.5, EXCEPT THAT: BREAKERS DRIVE SECTION SCALE: N. T. S. (A) APPLY TACK COAT AND FfATHER NEW PAVEMfNT AS NECESSARY TO SEAL THE CONTACT JOINT AND WI.I/NATE PAVEMENT DEPR£SS/ONS W1HTIN ONE FOOT OF THE CONTACT JOINT. CONSTRUCTION NQTfS ®----RE/JOVE AND REPLACf AC. AND AB. WITH 1" /JORE AC. AND AB •• ®-GR/1'/D EXISTING AC. PAVEJ.IENT TO A DEPTH OF 1" IN ARfAS SHOWN AND OVERLAY WITH 1 1 /2" ASPHALT CONCRETE FINISH COURSE JOIN AT EDGES. ®-RfUOVE EXISTING AC AND P.C.C. STREET PANB.. REPLACE WITH FULL UFT COURSE AC. PAVEJ.lf.NT. ®--RfUOVE EXISTING AND CONSTRUCT N£-N P.C.C. STREET PANEL, Ff' THICK AS SHOWN ON PV,NS. a " ~ ' • " "' .>, -'s ~ IMPORTANT NOTICE ~ SECTION 4216/4217 OF THE GOVERl.tENT CODE DIAL TOLL FREE g REQUIRES A DIGAL£RT IDENTIFICATION NUMBER 1-800-227-2600 l'E BE ISSUED BEFORE A "PERMIT TO EXCAVATE" !ll WILL BE VALID. FOR YOUR DIGALERT TOLL FREE A~~ :: ~YS PFEPARED ar, The Keith CompanieslTKC 2955 Red Hilf Avenue, Costa Mesa, CA 92626 (714) 540-0800 REF: C-3296 APPROVED R RCE 4621-4 ·sECTIONS j 1-B00-422-41J1 TWO WORKING DAYS BEFORE ~ DATE 1-31-01 -YOU DIG. UNDERGROUND SE""'CE filRT or SOUTHERN CAUFORNLII _ /1 /'lI /-o \ 8 .../. I-D_A_TE_LB_Y__.1. ____ D_Es_c_R1P_TI_oN _____ LA_PP_'D-1. _DE_s1_GN_ED=~1-D-RA_WN__:_P.:::M--1 CITY OF NEWPORT BEACH S-5182-S ~ ROBERT F. SEEMAN R.C.E. 21646 (EXP. 09/30/01) PM FS REVISIONS CHECKED RFS DATE 5/22/01 PUBLIC WORKS DEPARTMENT SHEET 8 OF 10 ~L-----------------------------------------------------------------------------------------------------------..i.. ___________________ .... ___ ;.;;.;;.... __ .;....;.......1, _____________ ..i..._...;:;..._.:.;:;....a . ' • .• • • • .. 1 • -x--x--x --x--x EXISTING WOOD FENCE~ x--x--x--x )( --X I x J fl x--x --x--x--x--ft-x·---x~x I ~ABANDON IN Pl/ICE@ • ·4 A tt I I r ' I I f---4.:...•-~"---1f-4--------'-'--''----------i--tt-----7_·--is--t-____ r1 I '-ff' 10'-1" 75 lL 5J COAT EXlffi/OR SURFACE OF VAULT PER SPECIFICATIONS . ' ' FORCE MAIN VALVE VAULT SCALE:jl' =1' q ;ti 4 <O " + A 7 4 CD p • I L 4 q BEVEL FlNIGE OR PLUG l;jj I o; 4 /EXISTING SD:tGE f -L .PUMP STAT/0~ • 4 .a· <J (ALT. "A") SEWER PUMPING ST A 11ON BREAKER~~~,½'~~JGNMENT CD q A q 4 4· 4 <1: B1 FINISHED SURfACE 4 q • _IJ n I I I I I I I I I I I I I I I I I I I I q I I I I I I I I <J4 ASPHALT PATCHBACK .. · . . I I· I I ., I I 1 . -~ ... NOTE: 1. CONTRACTOR SHALL ADJUST SPOOL LfNGTHS AS REQUIRED. 2. ALL PIPING AND APPURTENANCES WITHIN THE VALVE VAULT AND PUMP STATION SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. 3. DIMENSIONS SHOWN FOR THE CENTERLINE, LOCATION OF PIPES ARE APPROXIMATION ONLY, CONTRACTOR TO F/ElD VERIFY AND INSTALL SPECIFIED APPURTENANCES AS REQUIRED PER FIELD CONDITION. 53 75 ,., -' 'b -_, - 53 . • . . SECTION E-E SCALE,}f'=1' FORCE MAIN VALVE VAULT SCAL£:}f'=1' ,., _, 4 #I q 81 4 i~ 11 •. ~ (~ A rf{ 81 T 4 4 4 -<1 • -ii SEC110N F-F: EXIS11NG PIPE REMOVAL SCALE:/f' = 1' PREPARED BY• The Keith "' .,,, 1 IMPORTANT NOTICE Campa.· niesl..-..,;'". 1ic :: SECTION 4216/4217 OF THE GOVERMENT CODE DIAL TOLL FREE I ~ ~ REQUIRES A DIGALERT IDENTIFICATION NUMBER 1-800-227-2600 ~ BE ISSUED BEFORE A "PERMIT TO EXCAVATr AT LEASI" iwo DAYS 2955 Red Hill Avenue, Costa Mesa. CA 92626 (714) 540-0800 4 )( COAT EXTEfllO JJ )( SURFACE OF VAULT PER SPECIFICATIONS • ' • EXISTING WOOD FENCE L . -· 7 66>) • I (vRfMOVE EXISTING VALVE VAULT . ... , . •. .. ' FORCE MAIN VALVE VAULT SCALE:}f'=1' I T-5' .• ~ 641 • .. )( )( @) £X/SnNG WOOD FENCE-._J I _, 4 4· I .. BJ 4 q 4 4 q .q d 1'-10" 4'-lf 7 BJ @1 B7 4 q 4 6'-J" BEVEL Fl/ING£ OR PWG " • 7. f q REM<NE EXISTING FORCE 6 MAIN AS RfQ'D FOR CONSTRUCTION go ABANDON IN Pl/ICE r .• (ALT. "8'') SEWER PUMPING STA11ON SLOPE ALIGNMENT 1 - .,., ,. ;:.. T-rt n I I I I I I I I I I I I I I I I I I I I I I SCALE:}f = 1 ' NTRACTOR TO PROVIDE PEN/NG FOR S OL I I ·. • 4. I I . .ti 4 q 4 GD CONS• HUC1lQN NOTES 0--INSTALL 6-INCH H.D.P.E., SDR-17, SEWER FORCE MAIN AS MANUFACTURED BY CHEVRON CHEMICAL CO .. ~SilLVAGE EXISTING FITTING AND ABANDON IN PLACE EXISTING PIPE. 0-INSTALL 6-INCH CLASS 350 D.I.P. SEWER FORCE MAIN ~INSTALL ft YELOMINE, SOR 17, SEWER FORCE MAIN AS MANUFACTURED BY CERTAJNTEED @-PROTECT IN PLACE @2--REMOVE EXISTING STRUCTURE/FACILITY AS REQUIRED, REPLACE WITH NEW INK/ND MATERIALS, AND RETURN TO ORIGINAL CONDITION. @-INSTALL MECHANICAL TYPE INTERLOCKING RUBBER LINKS, LINK SEAL OR EQUAL INSIDE STEEL TUBE. ~NSTALL 4-INCH 45' DUCTILE IRON ELBOW (FE X FE) @-INSTALL 4'X4' TRAmc RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS EPOXY. ~INSTALL 4'X4' GALVANIZED STEEL DOUBLE LEAF SPRING ASSISTED ACCESS HATCH, H20 TRAFFIC RATED. @-INSTALL 6-INCH STYLE 31 VICTAULIC COUPLING. ~NSTALL 6-INCH CLASS 350 0.1.P. SEWER FORCE MAIN (PLAJN END X VIC GROOVE}. @-INSTALL 6-INCH CLASS 350 DIP (FLANGED X VIC. GROOVED) ff LONG. ~INSTALL 6-INCH LEVER OPERATED ECCENTRIC 1/4 TURN PLUG VALVE (FE X FE) DE ~ ZURK SERIES 100, CUT LEVER TO 1 ff LENGTH OR AS DIRECTED BY ENGINEER. -..:::,,INSTALL ff' X ff' X 4• DUCTILE IRON TEE (FE X FE). @¥-INSTALL 4-INCH CLASS J50 DIP (FE X FE). LENGTH AS REQUIRED. @-INSTALL 4-INCH ECCENTRIC PLUG VALVE LEVER OPERATOR (FE X FE) DE ZURIK SERIES 100. CUT LEVER TO 1 ff LENGTH . @--INSTALL 12" DIA. SUMP WITH CAST IRON GRATE AND FRAME, ALHAMBRA FOUNDRY CO., NO A-2020 OR APPROVED EQUAL @-INSTALL 4-INCH TAPPED FLANGE WITH 4-/NCH S.S. CAMLOCK (FE) FITTING AND INSULATING BUSHING . ~INSTALL 6-INCH H.D.P.E., SDR-17, FE x FUSION WELD ADAPTER TO CONNECT TO H.D.P.E. PIPE. &-INSTALL STAJNLESS STEEL ADJUSTABLE PIPE SUPPORT PER Cl1Y OF NEWPORT BEACH SW. -522-L. ~NSTALL 6-/NCH YELOMINE, SDR 17, FLANGE ADAPTER TO CONNECT TO YELOMINE PIPE @-REMOVE EXISTING FITTINGS, SPOOLS, AND VALVES FROM 90"' ELBOW CONNECTED WITH PUMP TO 90' ELBOW CONNECTED WITH EXISTING ft FORCE MAIN . ~INSTALL 4• X ft DUCTILE IRON 90' BEND (FE X FE). ro:;,.. @)-INSTALL 4" DUCTILE IRON SPOOL FLANGED ENDS, LENGTH AS REQUIRED. ~INSTALL 4• X 4• X 4• DUCTILE IRON TEE (FE X FE). @)-INSTALL 4" DUCTILE IRON 90' BEND (FE X FE). @*-:-INSTALL 4• PLUG VALVE (FE X FE) WITH HAND WHEEL SEC11ON F-F: PIPE REINST ALLA 11ON @-INSTALL 4• SWING CHECK VALVE WITH LEVER ANO Wf/GHT (FE X FE). ~FILL ABANDONED FORCE MAIN WITH SLURRY. Fill CHANNEL OF MANHOLE AND FORCE MAIN ENTRY INTO MANHOLE WITH CONCRETE. RESHAPE CHANNEL. SCALE:}f = 1' REF: C-3296 APPROVED ~~-~1Ef46214 DETAILS ! 1-800-422-41J1 TWO WORKING DAYS BEFORE DATE :::z-'l•-•· _ WILL BE VALID. FOR YOUR DIGALERT TOLL FREE BEFORE YOU DIG (IA -YOU DIG. UNOERGROUNO SERVICE Al.ERi" OF 50\JfHERN CALIFORNtA 11 I g 7 ·1-1 ,;:,J DATE BY DESCRIPTION APP'D. DESIGNED DRAWN PM CITY OF NEWPORT BEACH S-5182-S ~ ROBERT.SEEMAN R.C.E. 21646 (EXP. 09/30/01) 1---1-_..J.... ____________ .1,__+===-P.:::M,.,.,,_FS"'+c-c=c-----l -REVISIONS CHECKED RFS • DATE 5/22/01 PUBLIC WORKS DEPARTMENT SHEET 9 OF 10 ,.,(__ __________________________________________________ --i..,.. _________ .,__ ___ .....,____,;.,. ......... ______ ...._ __ _ .J r .. • , ;J· l • "' -!!! !2 C) E ..J ~ E ~ CJ - a CJ "' ' .. " "' •• _;,,. ::, ..., 0, "' .. "' • "' -a D . :;,, ~ 0... . --. ·. ,2 ;§;' ,._..4/ a .I g '? --• :s! ------....,-- ' ~ ! 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HORIZ. 1 "--20' t--------:-------.i I i SEWER FORCE i/.lAIN IL .JL L _j SDR-ffi FORCE, MAIN -----+-----···--·1 ....................... , .............. . L_-i_.J ' VERT. 1" =8' I I i f ' ~-----------··-·-. r .. .. . . ., ---.. ! i -·-~---·----+--: __ __,___ ' ~ -----+ .......... ' 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 CONSTRUCTION NOTES 0-CONNECT TO EXISTING MANHOLE PER DETAIL BELOW. 111 tt-t-l--+-_,--=,-:r.,,.......... ___ l 0:, u; \ 0 0 z 0 0-::-CONNECT TO FORCE MAIN VALVE VAULT PER PLAN "J" ON SHEET 9 ©-SALVAGE EXISTING FITTINGS AND ABANDON IN PLACE EXISTING PIPE 0-::--CONSTRUCT 6" CLASS 350 D. J.P. SEWER FORCE MAIN ©-CONNECT TO NEW FITTING FROM PUMPING STATION PER DETAIL •2• ON SHEET 9 @-:::--INSTALL 6" YELOMINE, SDR 17, SEWER FORCE MAIN AS MANUFACTURED BY CERTAINTEED ®-PROTECT IN PLACE ~ REMOVE EXISTING POST AND REINSTALL UNON COMPLETION OF NEW FORCE MAIN INSTALLATION t:o ;o 0 ,.., 0 I . IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT TOLL FREE 1'-fl00-422-41J1 1WO WORKING DAYS BEFORE YOU DIG. EX. v' 00D FENCE@ EX. SfORAGE SHED , SHT. 9 CO S RU T r-- I I : -1l , srfa-.;. I/ .... I EX. 6" FORCE MAIN I I TO BE ABANDONED I i,,....:."""-'"-1-!Jlc,..w-1. : IN PLACE® : I EX. CONC. WALKWAY' : EX. WOOD GATE I I @) 2+00 1 EX. I FENCE I I EX. CONC. RET. W. I @JEX. CONG. W. I I "-....._,_,VE EX. STAIRWAY TO 2ND LANDI,'-'" &.J R PiACE AFTER CONSTRUCTION~JJ •• I/ I · I -+,y_,v,-- , : PORCE MAIN \ , 0 £)(1/j; sr..· L FORCE' MAI.· N ._· • . • . ' . • r=;s;,J;-'1-';'0.,;;43,,.,· ,+.c,-{ ANGLE PT. °'· • 02' 3 RT. • "u' '9 □ 0 . 6" WATER ( ~·11~1 _________ J .~~~5~~~~~ ~~i"r~~'-r,'rr-,Ul\~-i- 0 0 z 0 2' 0 0 z 0 +c:,:, ,9 1 DIAL TOLL FREE 1-800-227-2600 AT l.£AST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CM.IFORNIA ·n PREPAFED BY: Th-e Keith 2955 Red Hill Avenue. Costa Mesa, C<\ 92626 (714) 540-0800 .> ROBERT F. SEEMAN ' R.C.E. 21646 (EXP. 09/30/01) EX. ff' SEWER 7~-LL EX. GAS--· GIi , CONNECT TO EXIST. 1./ANHQtf!Nc ~ ~------I- AV[. , O? -.r---...J::, / EX. ff' SEWER N04 J•21•E REF: ®-REMOVE EXISTING STRUCTURE/FACILITY AS REQUIRED, REPLACE WITH NEW • INKIND MATERIALS, AND RETURN TO ORIGINAL CONDITION. @--REMOVE EXISTING AND CONSTRUCT NEW P.C.C. STREET PANEL, 8" THICK AS SHOWN ON PLANS. @)-INSTALL 6-INCH YELOMINE, SDR-17, CERTA-LOK 22.5' SWEEP BEND @-::---INSTALL 6-INCH YELOMINE, SDR-17, CERTA-LOK 45' SWEEP BEND ®--INSTALL 6-INCH YELOMINE, SDR-17, CERTA-LOK go· SWEEP BEND ®-:::::-INSTALL 6-INCH YELOMINE, SDR-17, CERTA-LOK 35' SWEEP BEND ®-CORE DRILL MANHOLE WALL. EPOXY GROUT VOIDS BETWEEN PIPE AND WALL. @)-=--FILL ABANDONED FORCE MAIN WITH SLURRY. FILL CHANNEL OF MANHOLE AND FORCE MAIN ENTRY INTO MANHOLE WITH CONCRETE. RESHAPE CHANNEL. MODIFY MANHOLE CHANNEL TO RECEIVE FORCE MAIN FLOWS PER Ci1Y STDS. /NV. EL 86. 1± / ;; 11 1 - EXtsnNG MANHOIL'-11 I \ I II /NV. EL 88.0:t 1 _) I @)EX. 4" FORCE MAIN____/ j CONrRACTOR ro VERIFY ,WD AWUST /.IANHOIL INVERfS, /.S REQ'D, PRIOR TO JNSrAI.LATION OF NEW FORCE /.IAJN /NV. EL 86.65 CORE DRILL BASE FOR FORCE MAIN ----STA 4+51.55 ~---@ 6" YELOMINE, SDR-17 SEWER FORCE MAIN MANHOLE CONNECTION DETAIL SCALE: 1" = 4' APPROVED RC£ 46214 DATE __ _;1:...-...c>e.;l:...·...:0:...•:.... __ 1 C-3296 PLAN AND PROFILE FORCE MAN -MAAQUEflTE AvelJE STA 1t00~ TO STA 41~ I--D_A_TE...L...B_Y.......1. ____ o_Es_cR_1P_11_0N _____ LAP_P_'o.--+=DE_s1~GN~Ei'-"M"-'R-"-'Fs"'-+-DR_A_WN_P_M ---l CITY OF NEWPORT BEACH S-5182-S CHEO<ED RFS DATE 5/22/01 PUBLIC WORKS DEPARTMENT SHEET 10 OF 10 REVISIONS \ ' ' -:\ cl j ~ 'v"' '...l... /I I I ' I ' .