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HomeMy WebLinkAboutW_5252_SCITY OF IRVINE '' ~(<,/ c.,, UNIVERSITY /\, ' \ "-!le I U.C.I VICINITY MAP SCALE: 1" ~ 4400' PROJECT LOCATION-- SYMBOL LEGEND ABBREVIATIONS • POWER POLE AC ASPHALT CONCRETE iQ)SSMH SANITARY SEWER MANHOLE DIP DUCTILE IRON PIPE 't? FIRE HYDRANT VCP VITRIFIFrJ Cl AY PIPE -WM }---WATER METER BOX & SERVI Cl RWV RESILIENT WEDGE VALVE ] GM GAS METER -------0------VAL VE POWER POLE ANCHOR D, MONUMENT -x-x-x-FENCE BLOCK WALL 0 TREE .LLL. .LLL .LLL .LLL. FE MJ NTS RT STL ASANO IP&T MON CA rv DWY co ARV FLANGFn FND MECHANICAL JOINT NOT TO SCALE RING TIGHT STEEL ABANDONED IRON PIPE AND TAG MONUMENT CABLE TV DRIVEWAY CLEANOUT (SEWER) A1R RELIEF VALVE £!:::\:'~::::¾ I , I SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE B/APPR BACK OF ALLEY APPROACH BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ___ <i, ___ CENTERLINE ____ 5 ____ SEWER LINE -----W-----WATER LINE ___ G_ - -GAS LINE --E---POWER LINE -TEL~ TELEPHONE LINE -CA TV-CABLEVISION LINE EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC INDEX OF SHEETS l TITLE Sl-l[ET 2. DETAIL SHEET 3. ALLEY NOS. 29-A, 29-B & 30-A 4. Al I FY NOS, 30-B, 3· -A & 31-B -SP--SPRINKLER SYSTEM 5. ALLEY NOS. 44-F, 44-G, 44-H & POPPY t.VENUE STREET LIGHT SIGN i=---------1 GARAGE OPENING 1-===::J WINDOW * SPRINKLER 6. ALLEY NOS. 22-D AND 23-C 7, SEAVIEW AVENUE 8, BUCK GULLY SEWER FORCE MAIN EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELErHONE COMPANY CITY OF NEWPORT BEACH (UTILITIE'S DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SERVICE ALERT DAY 1 (800)-624-8153 1(800)-611-1911 611 644-3011 962-2411 542-6222 1 (800)-422-4133 NIGHT 1 (800)-624-8153 1(800)-611-1911 611 644-3717 644-6222 1 (800)-422-4133 PUBLIC WORKS DEPARTMENT CORONA DEL MAR WATER MAIN AND SEWER REPLACEMENT ALLEY NOS. 22-D, 23-C, 29-A, 29-B, 30-A, 30-8, 31-A, 31-B, 44-F, 44-G, SEAVIEW AVE. AND POPPY AVE. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID O[ARING S40 ~5'07''W BETWEEN O,C.S. G.P.S. GONTROL STATION 6292 AT MARGUERITE AVENUE AND 5th AVENUE AND STATION 6200 AT MARGUERITE AVENUE AND PACIFIC COAST HIGHWAY. BENCHMARK: APPROVED: C-3191 If' /' / l /1 I' f 1 p ( // DIRECTOR OF PUBLIC WORKS R.C,E. 16791 APPROVED: c~£1.,,.-h _ s~ UTILITIES MANAGER R.C.E. NO. 25553 LOCATION MAPS NOT TO SCALE 0.C.B.M, JK-29-68 ELEV. 84.166 ADJ. 1995 IN CORONA DEL MAR, IN THE SOUTH CORNER OF THE "T" INTERSECTl~N OF STATE HIGHWAY 1 AND IRIS AVENUE, ON iOP OF TilE NORTH CORNER OF A CATCH BASIN, 10.9 METERS (35,8 FT) SOUTH\\EST OF THE CENTERLINE OFF PACIFIC COAST HIGHWAY, 15.1 METERS (49.5 FT) SOUTHEAST OF THE CENTERLINE OF IRIS AVENUE, 0.6 METERS (15.1FT) SOUTHEAST OF A smclT STANDARD, THE STATION LEVEL IS WITH THE HEIGHT OF THE HIGHWAY 4-Z,B-98 DATE: ______ _ APPROVAL RECOMMENDED ~,;,JJl{t6 J.i..,...,.,.~ TRANS.& DEV. SERVICES MANAGER R,C,E. NO. 2?045 DATE Apr; I 2 _ _e r99f APPROVAL RECOMMENDED GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPFCIAL PROVISIONS, DFSIGN CRITFRIA, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDlllON AND SUPPLEMENTS 2, STATIONING REFERS TO CENTERLINE OF STREET. 3, EXISTING UNDERGROUND UTILITIES NlE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE FFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT 11AY BE EXPECTED. 5. SEE PLAN A-5147-S FOR ALLEY REPLACEMENT. 6 .. ALL WATER PIPE SHALL BE BEDDED PER DETAIL ON SHEET 2. 7, DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN B MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 8, THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L. 9. WATER MAINS SHALL HAVE A MINIMUM ,OF 36" OF COVER FROM FINISHED SUBGRAOE. 10, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF ANY FIRE HYDRANTS AT (714)-644-3106. 11. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL ALLEY CLOSURES. 12 ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSITION courUNGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND ,JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL, 14. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED UBER/ILLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WIT~ fa,N APPROVED ANTI-SEIZE COMPOUND, 16. ALL BOLTED AND THREP,DED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED SPECIFICATIONS. BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE 17. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 18. THE CONrnACTOR SHALL ADJUST ALL WATER METER BOXES, WATER VALVE COVERS AND SEWER LATERAL CLEANOUTS TO GRADE. 19. CONTRACTOR SHALL ADJUST A MINIMUM OF ONE SEWER CLEANOUT TO GRADE PER LOT, 20. CONTRACTOR TO CONSTRUCT WATER MAIN WITHOUT DESIGN PROFILE. AVOID HIGH PO!NTS AND LOW POINTS IN PROFILE. FITTINGS WILL NOT BE ALLOWED TO MEET CHANGES IN GRADE OR FOR USE IN CROSSING OF OTHER UTILITIES. 21. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR TO NOTIFY THE CITY IF ANY DISCREPANCIES OCCUR. 22. , THIS PROJECT INCLUDES CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE (ACP) AND CUTTING AND REMOVAL OF ACP, THE CONTRACTOR IS ADv1SED ASBESTOS IS A KNOWN HUMAN CARCINOGEN WHEN INHALED POSES SERIOUS HEALTH RISKS. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND HANDLJNG OF ACP IN STRICT CONFORMANCE WITH APPLICABLE CAL/OSHA EPA AND GOVERNING HEALTH AGENCY REQUIRMENTS. SEE THE PROJECT SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. CONSTRUCTION NOTES WATER G) REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. (2) REMOVE EXISTING WATER SERv1CE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE WATER METER. '//ATER METER WILL BE REMOVED BY CITY FORCES. G) REMOVE AND SALVAGE EXISTING FIRE HYDRAN I AND RETURN TO UTILITIES YARD. © REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER AND RETURN TO UTILITIES YARD. @ REMOVE AND REPLACE EXISTING CURB AND GUTTER AND P.C.C. SIDEWALK TO THE NEAREST JOINT PER CNB STD.-182-L AND 180-L, © REMOVE EXISTING 6-INCH PVC X GIP TRANSITION COUPLING, (j) REMOVE EXISTING 6-INCH ACP TO THE NEAREST JOINT. @ REMOVE EXISTING AIR AND VACUUM RELEASE VALVE ASSEMBLY, MANHOLl AND COVER. @ INSTALL 12-INCH FE X MJ ADAPTER. @ INSTALL 6--INCH C900, CLASS 200 PVC PlrE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL 12-INCfl, C900, CLASS 200 PVC, BACKFILL AND ~lDDING PER DETAIL ON SHEET 2. @ INSTALL 12-INCH, C900, CLASS 200 P,V.C. PIPE, BACKFILL, BEDDING AND P C,C, TRENCH RESURFACING PCR DETAIL ON SHEET 2. @ INSTALL 1-INCH MElER SERVICE PER CNB STD-502-L. @ INSTAU 6-INCH FIRE HYDRANT PER CNB STD-500-L WITH 6" RESILIENT WEDGE GATE VALV[ (,[ X MJ) AND DUCTILE IRON TEE (MJ X FE). @) INSTALL 6-INCH RESILIENT WEDGE GATE VALVE (MJ X MJ) PER CNB STD-508-L. @ INSTALL 6-INCH RESILIENT WEDGE GATE VALVE (FE X MJ) PER CNB STD-508-L. @INSTALL 12-INCH RESILIENT WEDGE GATE VALVE (MJ X MJ) PER CNB STD-508-L AND 510-L-C . @) INSTALL 12-INCH RESILIENT WEDGE GATE VALVE (FE X MJ) PER CNB STD-508-1 AND 510-L-C. (gi INSTALL 12-INCH RESILIENT WEDGE GATE VALVE (FE X FE) PER CN~ STD-508-L AND 510-L-C. @) REMOVE EXISTING 6-ikCH FE OUTLET AND WELD ON FULL WRAP 12-INCH FE OUTLET ONTO EXISTING 18-INCH CML AND COATED STEEL PIP[. @INSTALL 12-INCH X 12-INCH DI TEE (FE X FE) WITH THRUST BLOCK PER CNB STD-510-L-A. (gi INSTALL 12-INCH X 6-INCH DI IEE (MJ X FE) WITH THRUST BLOCK PER CNB STD-510-L -A @ INSTALL 6-INCH X 6-INCH DI TEE (MJ X MJ) V~TH THRUST BLOCK PER CNB STD-510-L-A, @ INSTALL 6-INCH X 6-INCH DI 'EE (FE X FE) WITH THRUST BLOCK PER C~B STD-510-L-A. @ INSTALL 6-INCH -90' BEND (MJ X MJ) WITH THRUST BLOCK PER CNB STD-510 L A, @ JOIN EXISllNG 6-INCH PVC WITH 6-INCH TRANSITION COUPLING (PVC X PVC). @ JOIN EXISTING 6-INCH ACP WITH 6-INCH TRANSITION COUPLING (PVC X ACP) @ INSTALL 6-INCH X 6-INCH DI TEE (MJ X FE) WITH THRUST BLOCK PER CNB STJ-510-L-A @ JOIN EXISTING 6-INCH GIP WITH 6-INCH TRANSITION COUPLING (CIP X PVC). , @ INSTALL 12" X 6" DI CROSS (MJ X MJ) WITH THRUST BLOCK PER CNB STD-510-L-A. @) INSTALL 6-INCH FE X MJ ADAPTOR, @ REMOVE BLIND FLANGE AND THRUST BLOCK. @INSTALL 6-INCH, C900, CLASS 200 PVC PIPE, BACKFILL, BEDDING AND AC, TRENCH AND PAVFMFNT RESURFACING PER DETAIL ON SHEET 2. @1NSTALIL 12-INCH, C900, CLASS 200PVC, BACKFILL, BEDDING AND A.C. TRENCH AND PAVEMENT RESURFACING PER DETAIL ON SHEET 2. @) INSTALL 12-INCH X 6-INCH DIP REDUCER (FE X FE) WITH THRUST BLOCK PER CNB STD-51D-L-B. @REMOVE EXISTING AND CONSTRUCT NEW P.C,C STREET PANEL, 8-INCH THICK AS ShOWN ON PLANS AND AS,A PART or DID ITE~i 19. ® INSTALL 6-INCH, C900, CLASS 200 P .. v.c. PIPE, BACKFILL BEDDING AND P,C,C. TRENCH RESURFACING PER DETAIL ON SIIEET 2. @ REMOVE EXISIING AND CONSTRUCT NEW P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD-1S5-L, @) GRIND EXISTING A,C. PAVEMENT TO A DEPTH OF 1 1/2" ANO OVERLAY WITH 1 1/2'' ASPHALT FINISH COURSE. SEWER @ REMOVE EXISTING D.I.P. FROM BASE AND INSTALL 6-INCH YELOMINE, GROUT ANULAR SPACES WITH CLASS A CONCRETE. @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAiNTEED, 3ACKFILL, ,BEDDING AND P C.C, TRENCH RESURFACING PER DETAIL ON SHEET 2, @ PROTECT EXISTING TELEPHONE CONDUIT IN PLACE. @ REMOVE TRANSITION COUPL:NG AND INSTALL 5-INCH YELOMINE JOINT PVC END CAP. PLUG ENDS OF CIP FORCE MAIN WITH CONCRETE. @ REMOVE EXISTING 6-INCH STEEL FORCE MAIN PIPE INCLUDING FlTTINGS AND APPURTENANCES. @) REMOVE EXISTING SEWER MAIN CLEANOUT, EXTEND MAIN 5-FEET AND CONSlRUCT SEWER MANHOLE PER CNB STD-401-L. @) REMOVE EXISTING 3' rJIA. ~ANHOLE AND 10-INCH CIP AND CONSTRUCT NlVI 4' DIA, SEWER MANHOLE AND NEW 10-INCH V.C,P, PER CNB STD-401-L, 18-FEET DEEP, AND PER DETAIL ON SHEET 2. , @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT P.VC. PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEC:D. BACKFILL AND BEDDING PER DETAIL ON SHEET 2. .------------1 @INSTALL 6-INCH CERTA-LOK YELDMINE 45• SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB STD-510-L-A. W-5252-S @) INSTALL 6-INCH YELOMINE END CAP. (SEE ADDITIONAL CONSTRUCTION NOTES ON SHEET 8,) SHT.1 OF 8 - Cl I TRENCH RESURFACING 2' EX. 6" TO 10" P. C. C. ~1 ® \ . . • .• . , A,, 1' VRR. ' 3'i "' l:; i ..J ..J t:: ~ 'l:l ~ .... ~ l!j I. 2. 3. 4. TRENCH WI □TH BE 0.D. + 12" MINIMUM, OR O.D. +20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. BACKFILL SHALL BE PER STANDARD S~£CIFICATIONS SECTION 306. 1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SfflLL SUBMIT TO Tf£ ENGINEcR FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CRLCULATIDNS FOR THOSE MODIFICATIONS OF PIPE STRENGTH RND,OR BEDDING WHICH HILL PROVIDE RN IN-PLACE FACTOR OF SAFETY OR SAFETY EOLIVRLENT TO THAT PROVIDED IN THE CONTRACT. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-l.2.1 EXCEPT THAT: (Fl) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING RT THE CONTRACTOR'S OPTION ANO EXPENSE. (8) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLINE) MAYBE COMPACTED CONCURRENTLY WITH THE BACKFILL. 5. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250. 6. IF MAIN LINE TRENCHES RESULTS IN PAVEMENT WIDTH OF 5' OR LESS, PAVEMENT SHALL BE REMOVED TO EDGE or GUTTER. ?. JOIN EXISTING P,C.C. PRVEt'ENT WITH #4 SMOOTH BRRS PER P.C.C. PAVEMENT CONTACT JOINT CNB STD-108-L. P.C.C. PAVEMENT REPLACEMENT AND BEDDING DETAIL 0 + I 23 ll.. "' u '.:l , ' ei :.:: ,x1 a: . . a, to I-~ U1 1-1 X w DETAIL A NTS 0 + ~ ' .. ::-::.----0 I ' ~ ' ' \r> ' @ 16 '' I ~@-. 'I, --- - - - - - - 0 I I @~ 18 ~ ®-~ ----s- '•--EXIST. 8" VCP ------G------- - - - - - - ~-----EXIST. 2' GAS DETAIL D NTS DETAIL G NTS NTS ~ ' ' 0 ~---0 + 1®-I -'• I .-t~ ' -.\'.•' ' I 18 ' '-I 1'--------- 1 0lf<j > 2;; I ~ ~@! ------5-------------- "-EXIST. 8" VCP - - - - - --G-- - - - - - - -- \__EXIST. 2' GAS EX. 6" PVC~ SMH ---s---0 --------.... -' EXIST. ~ -...,, I I t ·x·. ' J ' r ' ' I ' ' ~x. ' I I I I :,: I tJ; @1 ;,., ® I X U1 Lu I) [/ 6" PVC I I DE1'AIL E NTS ® DETAIL H NTS • ~! ~ + ~ '-~ ---~ @__ 37 CL u cr: . • a, <D 1-X U1 w 1-1 X w DETAIL C NTS 6 27 ;3 ~ -<x:--rl__ ..... -;-,,,...i-+"+--'---- Ex. 6" ACP- ,,,.--------, EX. CURE DETAIL F NTS l 27 []._ :;! . to . u, X >--w tn I-H tn X 1-1 w X w DETAIL I NTS EX. TRENCH RESURFACING-, I ~ <., 1. TRENCH WIDTH EE 0.0. + 12" MINIMUM, OR O.D. +20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. I I ~ 3/8" LIP . \ ~ ~ -~"'-~4 ~ 1. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306. 1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. CURB & GUTTER \ @) ~ r 3. '1HEN THE MAXIMUM TRENCH WI □TH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH ANO/OR BEDDING WHICH NILL PROVIDE RN IN-PLACE FACTOR OF SAFETY DR SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. OR CUR87 I • \ I ~ t.o 33 -. I ---,-\ '<I-I. ' r _· l ____ _1 __ .· 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1 EXCEPT THAT: !A) CLASS 100-E-JOO SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING RT THE CONTRACTOR'S OPTION AND EXPENSE. ' ~ "' (8) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AN□ ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLJNE) l:; MAYBE COMPACTED CONCURRENTLY WITH THE BACKFILL. ~ ... ~ ~ !E i:t:l 5. IF MAIN LINE TRENCHES RESULTS IN PAVEMENT WIDTH OF 5'0R LESS, PAVEMENT SHALL BE REMOVED TO EDGE OF GUTTER . 6" OR 12" O.D. (PIPE 6. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS 306-1.5, EXCEPT THAT: CA APPLY TACK COAT AND FEATHER NEN PAVEMENT RS NECESSARY TO SERL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSJONS ,!!THIN ONE FOOT OF THE CONTACT JOINT. A.C. PAVEMENT REPLACEMENT AND BEDDING DETAIL NTS (i)REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. @ REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD. G) REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER AND RETURN TO UTILITIES YARD. @ REMOVE EXISTING 6-INCH PVC X CIP TRANSITION COUPLING. 0 REMOVE EXISTING 6-INCH ACP TO THE NEAREST JOINT. @ INSTALL 12-INCH FE X MJ ADAPTER. @ INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL HEREON. ([j) INSTRLc 12-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, RN□ BEDDING PER DETAIL HEREON. @ INSTALL 12-INCH, C900, CLASS 100 P.V.C. PIPE, BACKFILL, BEDDING RN□ P.C.C. TRENCH RESURFACING PER DETAIL HEREON. (jj) INSTALL 6-INCH FIRE HYDRANT PER CNB STD-500-L '11TH 6" RESILIENT HEDGE GATE VALVE CfE X MJ) AND DUCTJLE IRON TEE (MJ X FD. (@ INSTALL 6-INCH RESILIENT HEDGE GATE VALVE (FE X MJJ PER CNB STD-508-L. @) INSTALL 12-INCH RESILIENT HEDGE GATE VALVE (FE X MJJ PER CNB STD-508-L AND 510-L-C. (@REMOVE EXISTJNG 6-INCH FE OUTLET AND HELD ON FULL HRAP 12-INCH FE OUTLET ONTO EXJSTING 18-'JNCH CML AND COATED STEEL PIPE. @INSTALL 12-INCH X 12-INCH DI TEE (FE X FEl HITH THRUST BLOCK PER CNB STD-510-L-A. @ INSTALL 12-INCH X 6-INCH □I' TE~ (MJ X FE) HITH THRUST BLOCK PER CNB STD-510-L-R. @INSTALL 6-INCH X 6-INCH DI TEE (MJ X MJ) HITH THRUST BLOCK PER CNB STTI-510-,L-A. @ INSTALL 6-INCH -96 BEND (MJ X MJ) HlTH THRUST BLOCK PER CNB STD-510-L-A. @ JOIN EXISTING 6-INCH PVC WITH 6-INCH TRANSITION COUPLING (PVC X PVC). @JOIN EXISTING 6-INCH ACP WITH 6-INCH TRANSITION COUPLING (PVC X ACP). @ INSTALL 6-INCH X 6-INCH DI TEE (MJ X FEl WITH THRUST BLOCK PER CNB STD-510-L-A. @ INSTALL 12" X 6' DI CROSS (MJ X MJ) HITH THRUST BLOCK PER CNB STD-510-L-R. @) INSTALL 6-INCH FE X MJ ADAPTOR. @ REMOVE BLIND FLANGE AND THRUST BLOCK. @ INSTALL 6-INCH, CSOO, CLASS 200 PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH RESURFACING PER DETAIL HEREON. @jl INSTALL 12-INCH, C900, CLASS 200 PVC, BACKFILL, BEDDING AND A.C. TRENCH AND PAVEMENT RESURFACING PER DETAIL HEREON. @ INSTALL 12-INCH X 6-INCH DIP REDUCER CFE X FE) WITH THRUST BLOCK PER CNB STD-510-L-B. @ REMOVE EXISTING AND CONSTRUCT NEH P.C.C. STREET PANEL, B-INCH THICK AS SHOHN ON PLANS AND AS A PART OF BID ITEM 19. @?) INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL HEREON. @ GRIND EXISTING A. C. PAVEMENT TO A DEPTH OF 1 l /2" AND OVERLAY .JITH 1 1 /2" ASPHALT CONCRETE FINISH COURSE. @ REMOVE EXISTING 3' DIR. MANHOLE AND 10-INCH CIP AND CONSTRUCT NEW 4" DIA. SEHER MANHOLE AND NEH 10-INCH V.C.P.PER CNB STD-401-L, 18 FEET DEEP AND PER DETAIL HEREON. I JO' I 15' j 10'.i SEWER MANHOLE REPLACEMENT DETAIL ~m i, j, ~~ )~6214 Ex;r.·At-31- CIV!l, NTS REF: ATLAS H13 & H11 C-3191 ORT[ BY APPROVED . 1_..,,Lf1 +---------------1---l~ UTIL TI , ENGINEER R.C,E;, NO, 46214 DATE 4:--Z. 'o-'"ii:. CORONA DEL MAR WATER MAIN REPLACEMENT DETA~l SIHIEET ___ D_Es_cR_IP_n_oN ____ ~_RP_P'_D+. D=Ec=I=GN~ED--SL-+□=R=Rw_N ~M~GR_Ac_1---1A IC I TY OIF NEWPORT BERICH W-5252-S CHECKED MS DRT~B A r 1998 PUBLIC WORKS DEPARTMENT oHEET 2 OF 8 REVIS TONS 12 C TI 0 TI 7 > . cs, cs, I'-<T) :" ~ '" '" '" '" ' DIRT i:c:l ~ I 0) &wM C\l ' "- :>< --+--- i;.;i ® DIRT :j5 2 -<e--' '-! 13 i;.;i ~ '-! '-! ·301 • i;.;i '-i 00 ~ CONSTRUCTION NOTES (0 REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. ® REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE WATER METER, HATER METER WILL BE REOMOVED BY CITY FORCES. . @ REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD. © REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER RN □ RETURN TO UTILITIES YARD. Q9) INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. (}]) INSTALL 12-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL 12-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ INSTALL !-INCH METER SERVICE PER CNB ST0-502-L. @ INSTALL 6-INCH, C900 CLASS 200 PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH AND PAVEMENT RESURFACING PER DETAIL ON SHEET 2. @ INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ REMOVE EXISTING SEWER MAIN CLEANOUT, EXTEND MAIN 5-FEET RN □ CONSTRUCT SEWER MANHOLE PER CNB STD-401-L. @R6Move exrsrtNG 8-INC/.I VCP ANO (NSTAL. L SDR-35 PVC Sl=WER PIPE. {JSE PUL.L BAND STA{l,/Less (<E:PAIR C.OUPLING5 AT COl-iN!k,TfON POINTS. ·210 • POINSETTIA AVENUE POPPY AVENUE ALLEY NO. 29-A , POINSETTIA AVENUE POPPY AVENUE ALLEY NO. ORCHID AVENUE / /-• ·308 • /11 :;;1• ~I 13 cc 2 GM:' POINSETTIA AVENUE ALLEY NO. 30-A ~i'ESSJ i. SJ~ ~ No"le21 . 12-31 C'IVlL Op CA ·230 • ' ' ' 1,1 1:·1·. tt:·. -i~~'·>'},:> l Q. u, IU i! 8" VCP EXIST. 6" ACP 50' ' / ...::.-+..,,:::---G-- ' ' ,----r ' , I ,' I ' I 11 I I I I SEAVIEW DR. 29-B REc: ATLAS Hl3 & Hl4 ·330 • F.F. 105.39 14' APPROVED 8" VCP 6" ACP ,_--+-----+--~--------~-· ~ ---· --o/LITILI.PE: ENGINEER • ,_--+-----+~--------------+---< Rf'.E.I NO. 46214 e/51 NJ~ &ADD 5i:WER MAIIJ DELETE M.H. DATE 't-'L'8 -"l't, SEE DETAIL C SHEET 2 18" MLCCSP SEE DETAIL B SHEET 2 C-3191 CORONA DEL MAR WATER MAIN REPLACEMENT ALLEY NOS. 29-A, 29-B & 30-A LAil BY UESCR!PTION RPP'D. DESIGNED SL DRR~N M GRACIA CI TY OF NIE~PORT BEACH W-5252-S -------------+----4==~--1==~~==----i REVISIONS CHFCKED ORTE PUBLIC WORKS DEPARTMENT SHEET 3 OF 8 HS 28 R r 1998 I I I ' ,I I I ' NARCISSUS AVENUE ORCHID AVENUE ALLEY NO. 31-A so· NARCISSUS AVENUE ,; ·218 • / ,; ;:,'. /' t:'. F.F. 1 I 10. 13 i/ 1 ' _,.,, SEAVIEW DR. ORCHID AVENUE ALLEY NO. 31-B ORCHID AVENUE ·222· % ,; ·228· ,/ /' / :;;; F.F. ~ :;:'. ,/ 11 o. 0? ~ i/ ~ I / ;,: .-~c ]~ . I : • IP • ' .. ' Ht----·-· ·215· ·227· POINSETTIA AVENUE ALLEY NO. 30-B SEE DETAIL D SHEET 2 ·326 • SEE DETAIL SHEET 2 CONSTRUCTION NOTES (!)REMOVE EXISTING 6-JNCH CAST IRON PIPE INCLUDING rITTINGS, THRUST BLOCKS AND APPURTENANCES. @REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE HATER METER. WATER METER WILL BE REOMOVED BY CITY FORCES. ©REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER RND RETURN TO UTILITIES YARD. I @ REMOVE AND REPLACE EXISTING CURB AND GUTTER RN □ P.C.C. SIDEWALK TO THE NEAREST JOINT PER CNE STD-182-L RN □ 180-L, Q9) INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL I-INCH METER SERVICE PER CNB STD-502-L. @ INSTALL 5-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND R.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ REMOVE EXISTING SEWER MAIN CLERNOUT, EXTEND MAIN 5-FEET AND CONSTRUCT SEWER MANHOLE PER CNB STD-401-L. SEE DETAIL D SHEET 2 SEAVIEW DR. 1; ,, I' I i I ' . .- 50' ~ [L I • N <D 5 -z ~ EJb:~ ' Ul:,:~ I 00:'.:(J) I ' [LI:::' / I '~CI:~ I I I C'.1....3:tl) If '' : ' ' ' I ' \ ~ESSI" ~I. '$j No. 46 xp. 12- C[VI\. Op CA\. . ' '' '' : : 16' • ' ' :-· •. 1 8 ' Ul ' .., ,; :,;~3 '/ / 2 / :/ Co _,Q_ WM- M o· ~~ ocn o< +, -.f'o ~M -~ HH ::t: H ~< ~~ en APPRO'vEO \ ~~-· C-3191 CORONA DEL MAR WATER MAIN REPLACEMENT fht MJs & ADD SEWeR MANHOLe ALLEY NOS. 30-8, 31-A & 31-8 ------- JRrE BY ____ □E_s_cR_w_n_oN ____ ___j__RPP_·_□.+0=Es=;G=e1~rn-==sL4□=RR=~-N :..:.H.::::.GRRC=rne-tC I TY OF NEWPORT BEACH W-52~_2~--~ CHECKtD DATE 11S 28 A r 1998 REVISIONS PUBLIC I-IORKS DEPARTMENT SI-CET 4 ~ 8 ~ / w " 0 g ~ .c: z m TI \: z I 0 r a .~ n " 0 8 JJ TI m 0 TI JJ m ~ ' z n C ~ < rn m " 0 " n ,, ¥ < z m \l L ~ 0 JJ z ~ .J SEE ALLEY 30-B SHT.3 MATCHLINE 0+25.00 en -N /II I , ' . I I I fl' I I I !So'" ~ : 1, I,., I I 1 1. r,., I_I I . I .,., .• · ... ,., 1.1 I I 1 ·1 1 I I .,., ' 1 I • I''"-~ : 1.1_· I JI I_ J<•1 11 ~ I I ~: 11 i:-.:1 11 I I > -< I I ! I ~I 11 B' 40' 12' 20' 12' B' ALLEY NO.44-H I ALLEY NO. 44-G ' 0 to EXIST. 8" VCP, ,.® ~ EXJS-, 6' C!P ·3708 • •3712 • o+oo fl.LEY 2S-E : l+50 ALLEY 44-H •3716 • ·3720 • OCEAN BOULEVARD 50' 15 ' IS' I I I I I I I I 11 10' 15' 15' IO' 50' i I I I I I : I : I I 11 1 1 I I I I 11 11 11 II SEE ALLEY 31-B SHT. 3 '1 1 I~ MATCHLINE 0+25.00 . ,! l l • II u-, I I : I : : -<~ :: :<•· ~ ~ c-;::~cc:,;::.c"="' I I ,1. i'o F.:1s ~01 ;;:; I:.: l,[ 11 I 11· •1.:· r-:::::;:....!.,-JJ;...<~ ::_._ 1;c;l1· .. ~ I k I ((.· · 1·-• • ,._ I ~ 50' ~ I I I I I I I I I ~I I I I I I I I I EXIST. ~·-~v 4 ___ ) i I Jf.~f,L _ ;,, FxrsT. a· vcP EXIST. s" crP _ ~j;-·· ·-· -~~~ _/4; __ ~x~s~"-C~P ,ExisT. 8,. vcP ~j!_~,ji-: -+-, --~--'----ti-• • w . w " fl ..... : --,+-.,-----H--i~t----. ---+--:----I' I-----[-'--1._s---1 ----.1 _ -----.-s i_ ---'~ --~Exis1~nf iiNNRtfvi:.::..____:_::__-___J_ ---,--;:!; 5 --([_ --f c ),.--r-+-,rn' SMH : : : ~ I I I .• ---"\\(----,,. LL I I I co EXIST. 2' GAS_/ '½--------o::l= ~: : r,-.. V 1itl • :-:· . .· I I ' ~ ['.;; I I I I I v.1. 6 >-r_lGtW. !"i I '--""=" 2 :/ F.F. 'A 1/ 11 I/ Ill •• ••• .• ·.··.• • •1>: p;i:f "'::Ja: 1111 II I I U"J. I ':J 1·.•1 \cl,;'-· q T V /' V 11 I 11 . -~ : I I ii JI 1-•.•. 1 x1 13 V 101 .27 /l / I// u' 1--Lw.,J· __ ·. I I I I --•>><' 1 :/ 24 ,;; !/ 0+00 ALLEY 31-B ss,;,, I I r u 1 ( : : ~ : >i x _3500 . ~ ~ 1·~ 1+50 ALLEY 44-F ~ ..:. : 1 : : : i:.:i~ J : 1 : 1 _ • ~ I o.. 1-_ 1 1. : 1 1v/ 1i .~ i:;; _ 1 1 1 'I I I -< ~ Ji.I I_. -I 11 /: r, r ru I I I I I I : ~ z I ;,, : : : '1 I I ~ ~ l'r I I I 9 'I ~ : : : I I r;; I I I I I I 116 ...... I u, -< I I I B OCEAN BOULEY ARD &!ti I I I I I --+--t I I I I I A II I CONSTRUCTION NOTES ALLEY NO. 4-4-F ~~! @1! : G) REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES, @-- 1 , I I U I I : ® REMOVE EXISTING HATER SERVICE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE HATER METER. WATER METER WILL : : : ~ : : I I BE REMOVED BY CITY FORCES. 11 I I Q '°I I : : ' 0 en 10 ' M G) REMOVE ANO SALVAGE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD. 'I I I f'-__ t_: © REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER RND RETURN TO UTILITIES YARD, I: : : ~-f-?:w-l'Ji."":Ji=""~.::..c-:J..r::IJT"i'"'v-ri"I ""_=_=_ =.., =_F.._=_ '<'_,_ =_ =_ =_ =_ =_ =_=_ =_ '"r =-1:c-.;:+:::::::::~ ® REMOVE EXISTING 6-INCH PVC X CIP TRANSITION COUPLING. : : : : ~@SMH 1 ~1,-_-_ ::_~-_.1__-_::j __ "' -~ =-=-=- @INSTALL 6-INCH C90D, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2, II I 11 /, , · , WM ______ ..-__:_j_ -E-,,- @ INSTALL I-INCH METER SERVICE PER CNB STD-502-L. I: : : : 25 I ... _ -.-.• ~ . 1 : .. ,· · .... --- Qj) INSTALL 6-INCH FIRE HYDRANT PER CNB STD-500-L WITH 6" RESILIENT WEDGE GATE VALVE (FE X MJJ AND DUCTILE IRON TEE I MJ X FE), II : : : : 0 ¼ : : ® @ INSTALL 6-INCH RESILIENT WEDGE GATE VALVE (MJ X MJ) PER CNB STD-508-L, I: : : :"' i g I 1,-® @ @ INSTALL 6-INCH RESILIENT HEDGE GATE VALVE (FE X MJ) PER CNB STD-508-L. cE . · I, .@ INSTALL 6-INCH X 6-INCH DI TEE (FE X FE) WITH THRUST BLOCK PER CNB STD-510-L-A. @ INSTALL 6-INCH -90" BEND (MJ X MJl WITH THRUST BLOCK PER CNB STD-510-L-R, @ JOIN EXISTING 6-INCH P.V.C. WITH 6-INCH TRANSITION COUPLING (PVC X PVC) • 3600 • @ INSTALL 6-INCH, C900, CLASS 200 PVC PIPE, BRCKFILL,BEDDING AND A.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. 40' OCEAN BOULEVARD _@ REMOVE EXISTING RN□ CONSTRUCT NEW P.C,C, STREET PANEL, 8-INCH THICK AS SHOWN ON PLANS AND RS R PART OF BID ITEM 19. @ INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C, TRENCH PER DETAIL ON SHEET 2. SEWER @ REMOVE EXISITING D.I.P. FROM BASE AND INSTALL 6-INCH YELOMINE. GROUT ANULRR SPACES WITH CLASS A CONCRETE. @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 RS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING 20' 20' ALLEY ,,, AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. . @ REMOVE EXISTING AND INSTALL 6-INCH CERTA-LOK YELOMINE 90 SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB STD-510-L -R. REF: H-5219-S S-5043-S, R-5654-S, S-5145-S . a, -ru 0.. w w :,: a C7 I ,_: I ~I xi 41 WI I A 1: . H u . to A ---i---SEE DET A I L E SHEET 2 ' ITT ru SEE DETAIL F SHEET 2 C-3191 @ REMOVE TRFf\JSITION COUPLING AND INSTALL 6-INCH YELOMiflE RESTRAINED JOINT P.V.C. END CAP. PLUG ENDS OF C.I.P, FORCE MAIN WITH CONCRETE. @ REMOVE EXISTING 6-INCH STEEL FORCE MAIN PIPE INCLUDING FITTINGS AND APPURTENANCES, APPROVED ~-CORONA DEL MAR 1----+---+-~-------+--J '!':l_..,,.ILo/1J-. .. ·-WATER MAIN AND SEWER REPLACEMENT 1 ~.1E~~o.E~if~~ ALLEY NOS. 44-F, 44-G & 44-H @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT P.V.C. PIPE, CLASS 160 RS MANUFACTURED BY CERTAINTEED, BACKFILL, AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL 6-INCH CERTR-LOK YELDMINE 45°SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB STD-510-L-R. SECTION A-A POPPY AVENUE NTS DATE BY DESCRlPllON REVJSJONS nRTE RPP'D. nFSJGNED CH[Cl<CD DRRWN SL M GRRCJA DATE MS 2BArl998 AND POPPY AVENUE IC I TY OF NIEWPORl IBERC~ W-5252-S PUBLIC ~ORKS DEPARTMENT SHEET 5 OF 8 I I I I FERNLEAF AVENUE ·408 • ALLEY NO. 23-C GOLDENROD AVENUE CONSTRUCTION NOTES (j) REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST ELOCKS RND APPURTENANCES. ® REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE WATER METER. HATER METER WILL EE REMOVED BY CITY FORCES. G) REMOVE RND SALVAGE EXISTING FIRE HYDRANT RND RETURN TO UTILITIES YARD. - G)REMOVE RN□ SALVAGE EXISTING VALVE, RISER, BOX AND COVER RN□ RETURN TD UTILITIES YARD. @REMOVE EXISTING AIR AND VACUUM RELEASE VALVE RSSEMELY, MANHOLE RN□ COVER. Q9) INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL I-INCH METER SERVICE PER CNB STD-502-L. @ INSTALL 5-INCH RESILIENT WEDGE GATE VALVE (MJ X MJl PER CNB STD-508-L. @ JOIN EXISTING 6-INCH CIP WITH 6-INCH TRANSITION COUPLING (CIP X PVC). @ INSTALL 5-INCH, CSOO, CLASS 200 PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @REMOVE EXISTING SEHER MAIN CLEANOUT, EXTEND MAIN 5-FEET AND CONSTRUCT SEHER MANHOLE PER CNB STD-401-L. 29 FIRST STREET 10' 15' 15' 10' ·408 • A.C. FIRST AVENUE 50' 15' 15' DAHLIA AVENUE EXISTING 6" DIP ALLEY NO. 22-D FERNLEAF AVENUE '1'1!1)-PESSJ ~\, l. '$j .. No> xp. 1 REF: F.B. 524, PAGES 12 & 13; H-5226-5 APPROVED l---+---+-------------+----17IJTILIT E ENGINEER R.C .. 0. 46214 OHIL C-3191 OORONA DEL MAR WATER MAINI IY'IROVEMENT ALLEY NOS. 22-D & 23-C RPPD. DESIGNED SL DRAWN MGRRC!R CITY OF NEWIPORi BEACH W-5252-S 1---~-~--R-. _E_V_I_S_I_O_N_S __ __,__~ecCH~E~cK=rn~~MJ~S-tcD=AT=~B-A_r_l_SS-B-1 PUBLIC 1,,,JORKS DEPARTMENT SHITT 6 OF 8 DATE EY DESCRIPTION I ~ I 0 r 0 lfJ. ;::::> >,« '<j"" W I f-- J '\F' w J_, d ~-,, WI AILILIEY ""!, U) lfJ. I lw 1 1 PROPOSED I W I I lfJ. I~ I -I u I ~ I I I ~ I ~ I I ~1> I ---------- SEE DETAIL G SHEET 2 ~ -::0 I UI 81 39 ,----------------- /@ ;@ ~ 34 \ • 39 ~ 34 en en 34 ~ ,...:i - - -w - - - - --/ ~ .. 511' t~7-,,L-::__~x ::__;::_ 7"----,-,-,.<-....,. --,"" ,L-,----,-.:....7 __,-"-"T ....,.-'--,?. ...,.--= '--:;._-,,L_ '--,---,,L-::__,--""'...._-7"---,....,-,.<---; _,=+,L-,----,= "-/ --,..L "-"T """7'-'--,--...,.ir-7'-'--,::..: ..,.:L::__,--""-::__-;"-"7----,:::_ ,.<-....,. __,-4-7" ---,-"-/ ....,.i-"T """7'-'--:r --,-'-:.._77 7',c:_ '--~ 7"'-+,--""-'.__-;"----,--,-,.<-....,. --,-,L-,----,....,,.L'7 ....,.-"----c"T i-,-1--'---,----,-'::: '--,---,,,:-'----,--..,.:-::__~"7 _.l;-;"--,----,-,L~--=,"'t;zz;zz;z;z;;z;z:;i4':rti_:;.:t~z~z~z-.;:c_;rcJJ7z;zzi~iZ~Z.;'L.;:z;,;:c_;;;~;zz;zz,z:;-z~z,~""c/'--+-,.L-,L._--;J,"---7'-"---7'-'--1---"+2hZ_;:~.;:z;z;;t;;z;;z;z_-:;-z~T'----,1 u ~ r4IB,4-,.4:.._,,L++.-,,L-,.L.,r~+++-,,L-,A..,.<:;.__,,.;:...,.::.+,-b,.:;__,,L.....,.4:.._,,L++-,.::.+,,,:.....,.4:.._,,L...,i.::...+,-,,L-,,,:.....,.~+++-,,L-,4:;.__,,.;:++-,,L-,,,:.....,.4:.._,,L-+-,.4QA.:.....,,.:;.__,,.;:__,,..::._+~,L.....,.4:.._,,L~-,4-,,L-,4~+++-,,L-,4H++-7"+,,L-,4H-4-+-h4'-"7"--r+7"--:~~ ~ z ~ I . I I \ . 0 w -. I en _/ ..._ EXIST. _12_·· _P ._v ._c._/_-_-_\,:::::~:~_----~'--------~'----L__L=~:..._--_c...,~:~4_9"'"_2""'s:'05~ 7 ":W~=~--_L__ ...L-:..._~~---L,~~4---~-=---i-'------_ L:::~::::::::~:::::::::::~--L _ ___L_ --...L=:1,-----L _-_L___...L:=~--L _ __L__ --_L_=::.i__L___=~-. _L_~...L'----__L..____L__r¥-,,..__,_,,,,. ----"' _________ J_ ___ ---+'-I--,.,----,-.,---,f-,~ ,,,_.,,.-.· .. -.. ~I _ _J __ --~ t ------~ ' \ ----"'-----\ • I ----i i I I ,----------------------------: ·•· 1' : I PROPOSED I ---------l I I 24 ,I sco: ? I I I en I I I I I I I I I I I I ----------------------------1 I 00 ,------------- EXIST. 6" P.V.C.~ I CVj ro • CVj r-+ C\1 CVj z 0 ..... ~ u ~ ~ r.f)_ z 0 u z ..... c., i:.::l ~ PROPOSED 6" P.V.C. SEE DETAIL H SHEET 2 1 I 6" P.v.c .... : I I I SEAVIEW AVENUE ~ -E-t E-t I I '<j"" I I '\F' f-- 1 ~ w . w >~ w JW Jw ~U) :: ~I~:: SEE DETAIL B : SEE DET A I L D : : ~ I z : : SHEET 2 ---------.._ PROPOSED : SHEET 2 11 ~ I I 12" P.V.C, I :>-c I~ ~ I ;::::> ~ ~ ____ 39 ______ ,,-~J___ _ _________ -------------: __ ; ii a: I ~ ii : ______ _, ______ . ----::--r , ~ ~ l-,------,-;,,-L,--:,.i_,,,.,,+734---,----+,1-,,1-r---+,I +-i-'v-:----r'-7---,--,---.,-,.---,------,----,--"'__,:..t-~~--,jl---,k)_3_4 rl®,3s___,,-"'+1 ---,---,-s-1,--,,rr----,--f;,.;---,::_!71-----r--_--,,,+____,.,::-:;_1--,~-"""'--r--.,,,:"'~--,-----,,----rf-,----,-----,---,,,,----....,.---,---+,----,---....,.-----,1----,.---,---1':r1 --=-i;-----,.---f'/n...,'tt---,::',----- - - - - - - - - - - --------- - - - - - - - - - - - - - - - - ---/ ~ ~ ~'--,.:;__,..::....,,.:...-....,..:....i...,.:....-,,..:..;,,,.;.;;,:.,..'--,,<~;?#--,.'-..,..::..._.,,..:....,,.:_.,..:.,_,..::_..,..:---r-..+---r--.,.f--,,..:L-,,.;_.,.'--,,<:...-,,.::.---,.-::...--,.'-..,..::..._i,.:--..,,.:_.,..:.,_,..::_..,..:---r--,+....,..:-...,.:....-,.........,,.:_.,.'--,.::...-,,.::.---,.-::...--,.'-..,..::..._,.........,,.:_.,.'--,,<:......,..;_:,..;.--,.'-..,..::..._-,.'1,-,,.:_.,..._...,..'-+'---r--,,.:...ll,,I' ~I~ 01> ~I~ I 7 -------"-----+•:1C-l-A'.---Y~ ~ , N 49" 25 '05" W \ -----t-~---------~ ---~- I 71--VA+---V--;/+---------------------7 ~~ G CVj ,.... ro ~- i:.::l ..-, i:.::l ..-, A.C. LIMITS OF PAVEMENT REPAIR A.C. ;:,, ....__~-LIMITS OF PAVEMENT REPAIR-~ A.C. ,,_ -I 33 I J---JL--~--rt-EXISTING 2" GAS I I I I r.f)_ ~ CVj 39 I I P~OPOSED A 6 P.V.C. - I I I SCO I ? I I I I I en I I I I I ' . 0 -.---------------------------- ' i '-t : (Q) 1--- 1 ©1)) W w ►~ Ww -___//,:_ -- ' 1 I I I I I I I I 1 I I I I Jw =11 U) ~ SEAVIEW OONSllRlUJCl ~ ON NOllES (i) REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. @ INSTALL 12-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET2. @ INSTALL 6-INCH, C900, CLASS 200 PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH RESURFACING PER DETAIL ON SHEET2. @ INSTALL 12-INCH, C900, CLASS 200 PVC, BACKFILL, BEDDING AND A.C. TRENCH AND PAVEMENT RESURFACING PER DETAIL ON SHECT 2. @ REMOVE EXISTING AND CONSTRUCT NEW P.c.c_ STREET PANEL, 8-INCH THICK RS SHOWN ON PLANS AND RS A PART OF BID ITEM 19. @ REMOVE EXISTING AND CONSTRUCT NEW P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD-185-L. @ GRIND EXISTING R.C. PAVEMENT TD A DEPTH OF l l/2·• AND OVERLAY WITH I l/2" ASPHALT FINISH COURSE. AVENUE REF: W-5249-5 -.. ---+-----< APPROVED UTILITIES ENGIIEER R.C.E. NO. 46214 C-3191 OORONA DEL IW\R WAlER MAIN llliiPIFIOVBENT SEAVIEW AVENUE UHll STA. 32+73.83 TO STA. 41+73.83 RPP'D. DESJGl1ED SL DRR~N H GRACIA CI TY OF NEWPORT BIEIACH W-5252-S 1---~~--R-E_V_I_S_I_O_N_S __ ~-¼cc""HE=rn=Ecc-□--MS--l=DA=T~~B-A_r_l_SS---JB PUBLIC 1-!0RKS DEPARTMENT SHEET 7 OF 8 DATE EY DESCRJPTIO~ n p r 'ii 0 ~ 2' D 1'TYP 65 FINISHED SURFACE •. ' . 68 @ I • ASPHALT ___,/ PATCH BACK 53) ·-!._4) @ ~ ¼ b I in 4'-o" ~re, '----.-:'. r;==='f,----.-,...J 7! +------'--~ • ~~ I =- PLAN VIEW SECTION A-A -FORCE MAIN VALVE VAULT INSTALLATION DETAIL NTS NOTES 1. CONTRACTOR SHALL ADJUST SPOOL LENGTH:i AS REQUIRED. 2, ALL PIPING AND APPURTENANCES \~THIN THE PUMP RDOM SHALL BE COATED WITH EPOXY. 3. ALL PIPING AND APPURTENANCES WITHIN THE VALVE VAULT SHALL BE PAINTED IN ACCORDANC[ WITH THE SPECIFICATIONS, SCALE 1 "=20' (84.53) LID (80.51) FL CONSTRUCTION NOTES @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ PROTECT EXISTING TELEPHONE CONDUIT IN PLACE. @) INSTALL 6-INCH GERTA-LOK YELOMINE 45" SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB STD-510-L-A. I@) INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. PULL JOINT 3'. @) INSTALL 6-INCH CERTA-LOK YELOMINE 22 1/2" SWEEP BY CERTAINTEED WITH 'HRUST BLOCK PER CNB STD-510-L-A. @ REMOVE EXISTING FITTINGS. @) INSTALL BLIND FLANGE. @ INSTALL MECHANICAL TYPE INTERLOCKING RUBBER LINKS, LINK SEAL OR EQUAL INSIDE STEEL TUBE. @ INSTALL 4-INCH CLASS 350 DIP (FE X fE) 0-10" LONG. @ INSTALL 4-INCH 45' DUCllLE IRON ELBOW (FE X FE) (@ INSTALL 4-INCH CLASS 350 DIP (FE X FE) 0-6" LONG. @) INSTALL 4-INCH CLASS 350 DIP (FE X FE) 2'-0" LONG. @ INSTALL 6"X4" CLASS 350 DIP ECCENTRIC REDUCER (FE X FE) @ INSTALL 6"X4'' CLASS 350 DIP REDUCER (FE X FE) 0-9" LONG. @) INSTALL 6-INCH CLASS 350 DIP WYE (FE X F: X Fl) 1'-7" LONG. " • 6" OUTLET 'ls " @ INSTALL 1-INCH CLASS 350 DIP (FE X FE) 2'-0" LONG. " 51 -6"f4" REDUCER 6" C.I. Y I I I / \ I I I I @) INSTALL 6-INCH 90' DUCTILE IRON ELBOW (MJ X MJ). (g) INST.A.LL 6-INCH CLASS 350 DIP SFWER FORCE MAlk @ INSTALL FORCE MAIN VALVE VAULT PER DETAIL HEREON. (Bl INSTALL 4' X 4' TRAFFIC RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS EPOXY. @ INSTALL 4-INCH ECCENTRIC Pl UG VALVE LEVER OPERATOR (FE X FE) JE ZURIK SERIES 100. CUT LEVER TO 18" LENGTH. 8'-0" 4" C.L 9'-s" @ INSTALL 4' X 4' STAINLESS STEEL DOUBLE LEAF SPRING ASSISTED ACCESS HATC~. TRAFFIC RATED. (@ INSTALL 6-INCH STYLE 31 VICTAULIC COUPLING. @ INSTALL 12" DIA. SUMP WITH CAST IRON Gi<ATE AND FR.~llE, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. @ INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH S.S. CAMLCCK (FE) FITTl~G AND INSULATING BUSHING. @:) INS-TALL 6-INCH CLASS 350 0.1.P. SEWER FORCE MAIN (PLAIN END X VIC. GROOVE). @) INSTALL 6-INCH CLASS 350 DIP (FLANGED X VIC. GROOVED) 0-8" LONG. @ INSTALL 6-INCH LEVER OPERATED ECCENTRIC 1/4 TURN PLUG VALVE (FE X FE) DE ZURIK SERIES 100, CUT LEVER TO 18" LENGTH. @ INSTALL 6" X 4" DUCTI.LE IRON TEE (FE X fE). @ INSTALL 6-INCH DUCTILE IRON (MJ X FE) ADAPTER. @ INSTALL STAINLESS STEEL ADJUSTABLE PIPE SUPPORT PER CN8 STD-522-L. • ----- --/4" 45· C.I, ELL ~ / ~ I w ,,, cc -< C!) 0 N _.-L I 0 l I 7 ---I " A D.. ::, ::::, D.. w en "'. ,0 ::e,., en~ "'"' z ~ci ,,z ~ ti .t]<! LI " 4 • ' . " "'3/4" BARS @ 6" 0.C. BOTHWAYS ' I oFESS \, J. s \ I 11 , i~) _..?a No. 46214 'Xp. 12-31-9 CJVlL OF CALW I • ' ' ~ 0.. OE -, 0.. w u, 0-0 ,,., :,, ::;: 1/) "'"' z oa3 Z,r 'i' u. I \ ~EF: BUCK4-.DXF SURVEY 8'-0" p " R • • l •• 3' 9'-8" ELEVATION OF PUMP ROOM (NEW CONSTRUCTION) SCALE 1''-1' / / \ 0 -.........._ LOCATION MAP NTS \ I C-3191 APPROVED . . \ l----+----+-------1-----1 , I .fl ./J 'o/~rEN~-BUCK GULLY SEWER FORCE MAIN REPLACEMENT t----t---j--------------t---t , R.C.E. NO. 46214 DATE BY DESOOIPTION REVISIONS DATE 4-1..'t -'\fL APP'D. DESIGNED SL DRAWN MGRACIA CITY OF NEWPORT BEACH W-5252-S -----~--t-Ccc-HccECccKcc.EDc----t::-DA;-::T=-E ------t MM 20 APR i 998 PUBLIC WORKS DEPARTMENT SHEET 8 .., \;: c I 0 r 0 ~ oO f ' / / / // / / . / /. / SCALE 1 "=20' / / ----/ -/ - CONSTRUCTION NOTES @-1NSTALL CITY PROVIDED 4-INCH P.V.C. EDISON DUCT. ~REMOVE EXISTING BIKE RACK AND DELIVER TO UTILITIES YARD. §-INSTALL 2-INCH WATER SERVICE PER CNS STD-503-L. ~ ~ REMOVE EXISTING CONCRETE AS SHO\\N IN SHADED AREA AND REPLACE WITH er-6-INCH CONCRETE OVER 4-INCH A.B. EXPOSED A.G. TO MATCH EXISTING. @-INSTALL CITY PROVIDED 1 1/2-INCH P.V.C. PHONE CONDUIT. ~INSTALL CITY PROVIDED 1-INCH CONDUIT (110 POWER CONDUIT FOR PHONE). @-INSTALL CITY PROVIDED 2-INCH SCH 80 P.V.C. WATER LINE. ~ CONNECT 2-INCH SCH 80 P.V.C. WATER LINE TO EXISTING 2-INCH COPPER. f,;;;;\_INSTALL CITY PROv1DED EISEL 3 1/2" PULL BOX. PROv1DE "ARMORCAST LID TRAFFIC V RATED" TO FIT EISEL BOX (818)-982-3600. LID SHOULD BE STAMPED "TELEPHONE". ~PR0"1DE 72" X 78" PULL BOX WITH TRAFFIC RATED CAST IRON LID STAMPED "POWER". ~PROVIDE 4-INCH P.V.C. DUCT CAP. ~ INSTALL CITY PROVIDED PHONE PEDESTAL. @-INSTALL DOUBLE \\IOE METER PAD PER CNB SID. I ,' / / _,--7"RED SAND SLURRY BEDDING TO METER PAD " --- \ -------------- \ \ I 108 ' I ,. '?,.C)FESS/ ~\. J. SJ ~~ .... .!2 fi::e 'ei No. 46214 Exp. 12-31-98 CIVl\. OF cAL'1 I i -; \ ! J" A C./4" A.B. • "' n SEE SHEET 2 FOR BEDDING DETAIL • N I,--,, -- JOINT . . . t . . . . 42" MINIMUM . •. . . .... 12· ffi i • N TRENCH REFER TO SHEET 2 fOR NOTES '--. Q~"" :,,, . 1i I ,· r ,., . ·•. 105 / 109 \ ' REF: BUCK4.DXF SUR\£Y \ \ J" A.C,/4" A.8. DETAIL \ NOT TO SCALE \ APPROVED DATE UTILITIES ENGINEER R.C.E. NO. 46214 / MAIN LOCATION MAP NTS PUMP STATION .......____ I I i \ ; , I / I I I / , I ' I I C-3191 BUCK GULLY SEWER FORCE MAIN REPLACEMENT 1--□-A_TE-'-_sv__,_ ____ □_E_sDR_1P_n_oN _____ _,_A_PP_'o-1 • ..,.□E=Sl=GN=E~o _u..rs-'-+co~RA~WN_1.1GR'--'AC1'-IA CITY OF NEWPORT BEACH RE'v1SIONS CHECKED l,IJS DA~. NOV 1998 PUBLIC WORKS DEPARTMENT W-5252-S SHHT BA Cl" 8 i. .. • j CONSTRUCTION NOTES @-INSTALL OTY PROVIDED 4-INCH P.V.C. EDISON DUCT. 8:::----REMOVE EXISTING BIKE RACK ANO DELIVER TO UTILITIES YARD. @-INSTALL 2-INCH WATER SERVICE PER CNB STD-503-L r,;:;.,., '--' REMOVE EXISTING CONCRETE AS SHOl'wN IN SHADED AREA ANO REPLACE 'MTH ~ 6-INCH CONCRETE OVER 4-INCH A.B. EXPOSED A.G. TO MATCH EXISTING. @-1NSTALL C!TY PROVIDED I 1/2-INCH P. V.C. PHONE CONDUIT. I \@ (§ s --. I \ ~INSTALL CITY PROVIDED 1-INCH CONDUIT (110 POWER CONDUIT FOR PHONE). \,'.J,,.---... :vJ)FF,SSJ I \ ' ' \ J. + J·. ·!· ·J· 1- J" A.C./4" A.B. SEE SHEET 2 FOO BEDDING DETAIL JOINT 42" MINIMUM . . . . . . ........ • .... ' • N TRENCH REFER TO SHEET 2 FOR NOTES ~-•.n1 i';- I ' ' ' ' I ' I I . I , ! I \ -r I REF: BIJCK4.0XF SURVEY \ J" A.C./4" A.B. DETAIL NOT TO SCALE \ ~ \~ ·Pc§)" I • • ~ 'i~ \ LOCATION Ka,AP NTS • ,. PUMP STATION ' . I ' . C-3191 106 INSTALL QTY PROVIDED 2-INCH SCH 80 P.V.C. WATER LINE. r.\, J. S/ , ., 't," APPROVED · 107 CONNECT 2-INCH SCH 80 P.V.C. WATER LINE TO EXISTING 2-INCH COPPER. " ~ ~;·• ~INSTALL C!TY PROVIDED [IS[l 3 1/2" PULL BOX. PROVIDE "ARMORCAST LIO TRAmc $ ~ ';,ti suc·J<, G'ULLY SEWER V RATED" TO FIT EISEL BOX (818)-982-3600. LID SHOULD BE STAMPED "TELEPHONE". ii! .::i; -j~ UTILITIES ENGINEER fi09\.--PROVIDE 12" X 18" PULL BOX 111TH TRAFFIC RATED CAST IRON LID STAMPED "POWER". No. 46214 R.C.t. NO. 46214 FORCE MAIN REPLACEMENT ~ xp. 12-31-9 DATE ~PROVIDE 4-INCH P.V.C. DUCT CAP. ~INSTALL CITY PROVIDED PHONE PEDESTAL. CIVlL I-DA-TE-+--BY-t----ot-SOR-1-PTI-ON-----,APP::;;;:;;-.D_ DESIGNED MJS DRAl'IN MGRAOA CITY OF NEWPORT BEACH W-5252-!:. L _____ e-~1=12~1-NS-TA-LL-□OO_BL_[_l'ol_□E_M_E_TE_R_P_AD_PE_R_C_NB--STD_. ______________________________________________________________________________ _J:.,_ ________ R_Elll_SI_ON_s _______ ....11,.CH_[_Cl<_E_o..,:M::,:JS,i,,1,.0A_TE,=;24_NO __ v_,;;.;.;;,998.,___P_u_e_u_c_wo_R_K_s_o_EP_A_R_TM_E_N_r __ H££_r __ 8A_cr_a_ • . ' ' ! SCALE 1 •=20• CONSTRUCTION NOTES @-INSTALL OTY PROVIDED 4-INCH P.V.C. EDISON DUCT. ~REMOVE EXISTING BIKE RACK AND DELIVER TO UTILITIES YARD. @-INSTALL 2-INCH WATER SERVICE PER CNS STD-503-L ~ ~ REMOVE EXISTING CONCRETE AS SHO\\N IN SHADED AREA AND REPLACE 111TH ~ 6-INCH CONCRETE OVER 4-INCH A.8. EXPOSED A.G. TO MATCH EXISTING. @-1NSTALL CITY PROVIDED 1 1/2-INCH P.V.C. PHONE CONDUIT. ~INSTALL CITY PROVIDED 1-INCH CONDUIT (110 POWER CONDUIT FOR PHONE). @-INSTALL OTY PROVIDED 2-INCH SCH 80 P.V.C. WATER LINE. ~CONNECT 2-INCH SCH 80 P.V.C. WATER LINE TO EXISTING 2-INCH COPPER. ~INSTALL arr PROVIDED [ISEl 3 1/2" PULL BOX. PROVIDE 'AR~OOCAST LID TRAmc V RATED" TO FIT EISEL BOX (818)-982-3600. LID SHOULD BE STAMPED "TELEPHONE". &-PROVIDE 12" X 18" PULL BOX 111TH TRArRC RATED CAST IRON LID STAMPED "POWER". B-PRO'llDE 4-INCH P.V.C. DUCT CAP. ~INSTALL CITY PROVIDED PHONE PEDESTAL. @-1NSTALL DOUBLE 'MOE METER PAD PER CNS sm. / / / I ! )· I ' ' ~="' ~- \ ___ )../ \ \ \ --..-..........-----. r, ,-, \\~ \ ..) ·-~. __ 1.1 I \ /' "' ' ~ ' -t -," ·,~: .• ' \ \ J" A.C./4" A.8. • ... ..., • N 42" MINIUUM 1s· . . . . . . . . ..... "'. . . . : . . . ... . . . .. I • •• ' ' ' - ~ .. . . .. .. . .. L +-'-.....;,,--: ••. J-----~e,!I :,: SEE SHE[T 2 FOR BEDDING -DETAIL - 0.. --N N JOINT TRENCH REF'ER TO SHEET 2 FOR NOTES I I ,,. SHED H--fi--... ~ lr'_.."i';_l';:\-1.\. -..L_l.,;>---' '":I: _4-......fr .., • ~-/ VAULT \ ' i ')I I -->-l 1. 'I" •. ' ·l , ·j •. I ! . j. •• 1~1 i"r- I ' ' ' I ' ' I I I , I I ) ---1-------- \ I l I l / 10 j \ \ REF: BUCK4.0XF SUR\tY J" A.C./4" A.8. • -- DETAIL NOT TO SC"1.£ .io._. LOCATION ~AP NTS • •. PUMP STATION .............. ....___ i , , I / . I ' • I I I : I C-3191 vyJJFF.SS/ ~<t,'\, J. Si gt~ %\ APPROV!:0 BUCK GULLY SEWER FORCE MAIN REPLACEMENT No. 46214 xp. 12-31-98 ClV\\, OF' CA\.~ DATE BY UTILITIES ENGINEER R.C.E. NO. 46214 OESORIPTION APP'D DESIGNED II.IS DRA'IIN MGRAOA CITY OF NEYtPORT BEACH i--~-~-----:-:--------~--...==-;;---j;:=;;------i REVISIONS OfECKED DATE PUBLIC "'"RKS OEPARlMENT MJS 24 NOV 1998 •• nv W-5252-~ HUT BA" 8 I ' ; SEE ALLEY 30-B SHT.3 MATCHLINE 0+25.00 ALLEY NO. 44-G 15' 50' 11 I 15' ii I' 1' I i ·3708 • CONSTRUCTION NOTES AL L E y (i) REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. N0.44-F @ REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE WATER METER. WATER METER WILL BE REMOVED BY CITY FORCES. Ci) REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD. © REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER AND RETURN TO UTILITIES YARD. @ REMOVE EXISTING 6-INCH PVC X CIP TRANSITION COLPLING. @ INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL I-INCH l'ETER SERVICE PER CNB STD-502-L. @ INSTALL 6-INCH FIRE HYDRANT PER CNB STD-500-L WITH 6" RESILIENT WEDGE GATE VALVE CFE X MJl AND DUCTILE IRON TEE (MJ X FE). @) INSTALL 6-INCH RESILIENT HEDGE GATE VALVE (MJ X MJ) PER CNB STD-508-L. @ INSTALL 6-INCH RESILIENT HEDGE GATE VALVE (FE X MJ) PER CNB STD-508-L. @ INSTALL 6-INCH X 6-INCH DI TEE (FE X FEJ HITH THRUST BLOCK PER CNB STD-510-L-A. @ INSTALL 6-INCH -90°BEND (MJ X MJ) WITH.THRUST BLOCK PER CNB STD-510-L-A. @ JOIN EXISTING 6-INCH P.V.C. WITH 6-INCH TRANSITION COUPLING (PVC X PVCJ @ INSTALL 6-INCH, C900, CLASS 200 PVC PIPE, BACKFILL,BEDDING AND A.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ REMOVE EXISTING AND CONSTRUCT NEW P.C.C. STREET PANEL, B-INCH THICK AS SHOHN ON PLANS AND AS A PART OF BID ITEM 19. @ INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH PER DETAIL ON SHEET 2. SEWER @ REMOVE EXISITING D.I.P. FROM BASE AND INSTALL 6-INCH YELOMINE. GROUT ANULAR SPACES WITH CLASS A CONCRETE. ,__.,.,.,.··~ @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ REMOVE EXISTING AND INSTALL 6-INCH CERTA-LOK YELOMINE 90 SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB STD-510-L-A. @.REMOVE TRANSITION COUPLING AND INSTALL 6-INCH YELOMIN'E RESTRAINED JOINT P.V.C. END CAP. PLUG ENDS OF C.I.P. FORCE MAIN WITH CONCRETE. @REMOVE EXISTING 6-INCH STEEL FORCE MAIN PIPE INCLUDING FITTINGS AND APPURTENANCES. @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT P.V.C. PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL 6-INCH CERTA-LOK YELOMINE 45°SHEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB STD-510-L-A. 40' 20' 20' I. 8' I 18' ' • 1 · 6' ~ B' : ! j r= : l1-ilP==1F;..,~=d O I I 17' 1 g-1 :n ;w LEX. G~S o LINE ~~37 SECTION A-A POPPY AVENUE NTS I I I I I I I I I I I I I I I ·3712 • 0+00 ALLEY 29-8 : I +50 fl.LEY 44-H ·3716· ·3720 • OCEAN BOULEVARD • 0 a, 10 1 . "" • 3600 • OCEAN BOULEVARD la;:! > 0 0 ~ 0 • 0) c., co I ?2 + -d' 0 -d' ~ ~ .... ~ ~ ~ = < u E-< ~ ~ r,;::i rn ALLEY NO. 44-G ~YESSI REF: W-5219-S S-5043-5, R-5654-5 5-5145-5 A t 20' B' 12' ,,.-.,.__.-11 1· ·I I I I I I I I I I I . "' -N I I 41\....1...-:-:-+: ~ I I : 3'1 40' I I ~ I I 20' 12' 8' I II_! o"'" + >-I "'W I :::l cc I I I , I I I I I I • I I~ I -EXIST. 6" C.I.P. FORCE MAIN A j EX. 6' STEEL SFM--r,1 -t-H-4i/ HAZEL DRIVE I_ EXIST._~· SFM PVC YELOMINE 17 I --- 36 I I I I I I w I I I ::) I I I z I I I w I 3'1 ~ I I I I I I >-i a.. : a.. ! 0 !I a_} I I I . -G------~ • --~ 0 • -"' ,;-,'-_tcr-t-·-·-•..,: ·-(i:--• 0 ..,. ' ~-\~~ -;,, ----~ ' -'c EXIST. 6 • PVC 0 a. H u • I.D -----'--...L ---+--SEE DETAIL E SHEET 2 . "' N - SEE DETAIL F SHEET 2 ' SEE SHEET 8 I?, 36 C-3191 ~L s~~ -~ § )(d214 APPROVED t CORONA DEL MAR t=J==x================r==l-o/'~JJ~~//2~ ... ~•~· -~~-~1WATER MAIN AND SEWER REPLACEMENT -~a:1'4~2Nf:F ALLEY NOS. 44-F, 44-G & 44-H . 12-31 CIVI\. 'F CA\.l ORTE AND POPPY AVENUE APP'D. DESIGNED SL DRAWN M GRACIA c Irv or NEWPORT BERCH w-5252-s J---L__.J...._ ___________ _.__-+,=~-~1c-=c--'.:.....:::.=:.:.i =E = 5 8 MS 28 A r 199B PUBLIC l,,IORKS DEPARTMENT SHEET OF DATE BY DESCRIPTION REVISIONS ' .. ~ • • • • --------------------------------------------------------------------------------------------------------- 41 I 1'TYP I FINISHED SURF ACE . -•· . --.. . ~ • ASPHALT ·-PATCH BACK 4 4 64 -. 75 ~ ;, 53 ' 71 53 A W,-~_JJ--------.-...----~ :a 4'-o" • "' I PLAN VIEW SECTION A-A FORCE MAIN VALVE VAULT INSTALLATION DETAIL NTS NOTES: 1. CONTRACTOR SHALL ADJUST SPOOL LENGTHS AS REQUIRED. 2. ALL PIPING AND APPURTENANCES WITHIN THE PUMP ROOM SHALL BE COATED WITH EPOXY. 3. ALL PIPING AND APPURTENANCES WITHIN THE VALVE VAULT SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS. (84.53) LID (8D.51) FL SMH CONC. SLAB . I /, " 0 I in ~ . --~i .,, -,.· ,. ·f - ~- • •• 6" OUTLET .. .. Li • . • -·' • .,, .- ' • LI -2 • . 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"' cJ I 1/1'-. .. /, -.,, ' 4: ••• N ..___ • ,; -\, ' ' ) •• N ' ·• ' I -• ' ~v ~-, --• = I {I I • ., • .. • 2 1/2"C.l. 2 1/2" 'LCD _. •• • )TEE( -.. - II . .· I ~ q ' ' . ; .. • .,, . ·_/-' -.. _ a .. .,, --... "" . -· ,,, .. . . ·--· .. .. _ /""/·-- --• .,, 4-• .,, . • ~-.,, • -. ·4 ':" • -• 4 4 • ... • • • • .,4-• .,, --• .- '---3/4" --•• • 6" BARS @ o.c. BOTHWAYS 4 • - 3' 9'-8" ELEVATION OF EXISTING PUMP ROOM TO BE MODIFIED SCALE 1 "=20' SCALE 1"=1' CONSTRUCTION NOTES @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. I / @ PROTECT EXISTING TELEPHONE CONDUIT IN PLACE. @ INSTALL 6-INCH CERTA-LOK YELOMINE 45" SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB SID-510-L -A. @) INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. PULL JOINT 3". @ INSTALL 6-INCH GERTA-LOK YELOMINE 22 1/2' SWIEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB SID-510-L-A. @) REMOVE EXISTING FITTINGS. @) INSTALL BLIND FLANGE. @) INSTALL MECHANICAL TYPE INTERLOCKING RUBBER LINKS, LINK SEAL OR EQUAL INSIDE STEEL TUBE. @ INSTALL 4-INCH CLASS 350 DIP (FE X FE) 0-10" LONG. @ INSTALL 4-INCH 45' DUCTILE IRON ELBOW (FE X FE) @) INSTALL 4-INCH CLASS 350 DIP (FE X FE) 0-6" LONG. @) INSTALL 4-INCH CLASS 350 DIP (FE X FE) 2'-0" LONG. @ INSTALL 6"X4" CLASS 350 DIP ECCENTRIC REDUCER (FE X FE). @) INSTALL 6"X4" CLASS 350 DIP REDUCER (FE X FE) 0-9" LONG. @ INSTALL 6-INCH CLASS 350 DIP WYE (FE X FE X FE) 1 '-7" LONG. @) INSTALL 6-INCH 90' DUCTILE IRON ELBOW (MJ X MJ) . @) INSTALL 6-INCH CLASS 350 DIP SEWER FORCE MAIN. @ INSTALL FORCE MAIN VALVE VAULT PER DETAIL HEREON. @) INSTALL 4' X 4' TRAFFIC RATED PRECAST CONCRETE VAULT COATED WITH 80 MILS EPOXY. @§) INSTALL 4' X 4' STAINLESS STEEL DOUBLE LEAF SPRING ASSISTED ACCESS HATCH, TRAFFIC RA TED. @ INSTALL 6-INCH STYLE 31 VICTAULJC COUPLJNG. • @ INSTALL 6-INCH CLASS 350 D.I.P. SEWER FORCE MAIN (PLAIN END X VIC. GROOVE). @) INSTALL 6-INCH CLASS 350 DIP (FLANGED X VIC. GROOVED) 0-8" LONG. @ INSTALL 6-INCH LEVER OPERATED ECCENTRIC 1/4 TURN PLUG VALVE (FE X FE) DE ZURIK SERIES 100, CUT LEVER TO 18" LENGTIH. @) INSTALL 6" X 4" DUCTILE IRON TEE (FE X FE). I I @ INSTALL 4-INCH CLASS 350 DIP (FE X FE) 2'-0" LONG, @ INSTALL 4-INCH ECCENTRIC PLUG VALVE LEVER OPERATOR (FE X FE) DE ZURIK SERIES 100. CUT LEVER TO 18" LENGTH. I I @ INSTALL 12" DIA. SUMP WITH CAST IRON GRATE AND FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. @ INSTALL 4-INCH TAPPED llANGE WITH 4-INCH S.S. CAMLOCK (FE) FITTING AND INSULATING mJSHING. @ INSTALL 6-INCH DUCTILE IRON (MJ X FE) ADAPTER. @ INSTALL STAINLESS STEEL ADJUSTABLE PIPE SUPPORT PER CNB SID-522-L I • .,.. -i- --- EXISTING SEWER FORCE MAIN SHED ABOVE PUMP ROOM ---:-:_,>-:. •• .,..___,._~ 8' o· - _, ~ t,..:. -~ • .,-• ~ r::.· -. •-p-, -. • "' • -. -~ ... ·.t:, • -_ . • • .~ ,...,.. • • <> .-_ ,.,. • . b~ ':. . -. -_ -. -. ~: . --. . .,; -. ~--. . -----. -r . "' -. .. • • -• . : ---t • --• "' • • 11• • • ·-"' '!.-' • --t,, INSTALL • INSTALL -4x 6" OUTLET (ii) 60 STEEL WALL ':(; SLEEVE r;'1MECHANICAL TYP INTERLOCKING RUBBER LINKS E UAL ' • • D-b I .. ~ -~- ' -ill e----:. ~ ~ "' t,, • ' ·• ': ll,' • • t,,: b, • ' -· • ' • n. :::, <> ::, --. n. -· b-• w V) ' ' O". 0 ,,-,:::s .,.,. .◄ -vi i2 . -•<( • Oa, Zo:: <( • ..... ·" • -. ·,t,. Ii 't • ( •-' -. • ; " • -· I ·. • •• ' "' ( • . " ' -· • . -.. ----.--.t,, "' - •• • • • • -- 3/4" BARS @ 6" O.C. 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C') c_j ( \,l ' , ' "" ..___ ' -N " ~ _/ Sa ~ - 2 1/2' CD ~ - I( I ' /. -,,; . • h • -•/.-.-• --- •• " • ~ ' • • .• •• • • • • ·-,.,. .. -' [\ I 6" ' --I • , • t,, ~-· • • • -59 • t -<> • . .. -• . • _, . -" • ,§" . • -- "' • ~ . -, . --• -- •-" •. • • • _. -· • • •· ,_ • • .. • .• • -t, _. ,: \ ., -'• . -.-.u ----• --• - : 't> -• b. ..• ·- -- -. ---. ·- -- --t • v,-II. .• • • -"' ~ t,,, LINK SEAL OR EQ OUTLET ( (DRY PACK C, oa w ) 9cc 0.. WITH N + NON-SHRINK GR OUT . ELEVATION OF PUMP ROOM (NEW CONSTRUCTION) SCALE 1"-1' PROPOSED NEW YELOMINE FORCE MAIN LOCATION MAP NTS PUMP STATION --.....___ C-3191 1----+--+-------------+---IAPPROVED /2 '7~~~;;'" BUCK GULLY SEWER FORCE MAIN REPLACEMENT -0. 46214 DATE DATE BY DESORIPTION APP'D. DESIGNED DRAWN SL MGRACIA CITY OF NEWPORT BEACH W-5252-S REVISIONS CHECKED MM DA~o APR 1998 PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 • !Ji g ~ :I: ~ a? ~ .::.<n:J...---1+-=~____:=c-----r- en ADAMS AVf.. lXl z 0-t-V, (!) ~ .:, z QI t-0 z~ :::, a, :c LL CITY OF COSTA MESA VICTORIA 19TH VICINITY MAP . SCALE: 1" = 4400' er 0 en °' < :i:: ST. BAKER ci "' ORANGE COAST COLLEGE 1;:i 5 °' <( CL ST. ~ ..,,.fJ- • ;fr# 11'· -§l ~ ,0'-> • .ff ~ "' > ~ "' UNIVERSITY CITY OF IRVINE <§, \ !le U.C.I. \ RD, PROJECT LOCATION-- SYMBOL LEGEND • POWCR POLE (Q)SSMH SANITARY SEWER MANHOLE "<J FIRE HYDRANT n~ u-WATER METER BOX & SERVICE D GM GAS METER ~ VALVE POWER POLE ANCHOR ,0,, MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 TREE () {J SHRUBBERY = = = = ASPHALT PAVEMENT fr[:;:@'::'::[:\:: BR!CKWALK I •. <I CONCRETE r/////,'///a BUILDING EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTIRUCTION ___ t_ ___ CENTERLINE __ --~----SEWER LINE -----W-----WATER LINE ---G---GAS LINE -~ --E--POWER LINE -TEI.-TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :n: STIREET UGH T -u-SIGN F 9 GARAGE'. OPENING I I WINDOW * SPRINKLER ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP VITRIFIED CLAY PIPE RWY RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT CATV CABLE TV DWY DRIVEWAY co CLEANOUT (SEWER) ARV AIR RELIEF VALVE B/APPR BACK OF ALLEY APPROACH EV ELECTIRICAL VAL VE SW SIDEWALK WWF WELDED WIRE FABRIC INDEX OF SHEETS 1. TITLE SHEET 2. DE.TAIL SHEET 3. ALLEY NOS. 29-A, 29-B & 30-A 4. ALLEY NOS. 30-B, 31-A & 31-8 5. ALLEY NOS. 44-F, 44-G. 44-H & POPPY AVENUE 6. ALLEY NOS. 22-0 AND 23-C 7. SEAVIEW AVENUE 8. BUCK GULLY SEWER FORCE MAIN EMERGENCY TELEPHONE. NUMBERS !)1apA{!), DAY 43;,1,~1 NIGHT SOUTHE.RN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY 1(800)-624-8153 1(800)-624-8153 1(800)-611-1911 1(800)-611-1911 611 611 CALL TOLL FREE 1-800-422-4133 BEF□RE Y □U DIG CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DIS1RICTS COMCAST CABLE~SION UNDERGROUND SE-RVICE ALERT 644-3011 644-3717 • 962-2411 542-6222 644-6222 1(800)-422-4133 1(800)-422-4133 · PUBLIC WORKS DEPARTMENT CORONA DEL MAR WATER MAIN AND SEWER REPLACEMENT ALLEY NOS. 22-D, 23-C, 29-A, 29-B, 30-A, 30-B, 31-A, 31-8, 44-F, 44-G, SEAVIEW AVE. AND POPPY AVE. C-3191 APPRO'IID: t{-ZB--98 DATE: ______ _ DIRECTOR OF PUBLIC WORKS R.C.E. 16791 APPRO'IID: f~ £}, 8~ UTILITIES MANAGER R.C.E. NO. 25553 .., \., J. LOCATION MAPS ~ • e~ BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING S40 '55'01"W BETWEEN O.C.S. G.P.S. CONTIROL STATION 6292 AT MARGUERITE AVENUE AND 5th AVENUE AND STATION 6200 AT MARGUERITE AVENUE AND PACIFIC COAST HIGHWAY. NOT TO SCALE BENCHMARK: O.C.B.~. 3K-29-68 ELEV. 84.166 ADJ. 1995 IN CORONA DEL MAR, IN THE SOUTH CORNER OF THE "l" INTERSEC]ON OF STATE HIGHWAY 1 AND IRIS AVENUE, ON TOP OF 1HE NORTH CORNER OF A CATCH BASIN, 10.9 METERS (35.8 FT) SOUTHWEST OF THE CENTERLINE OFF PACIFIC COAST HIGHWAY, 15.1 METERS (49.5 FT) SOUTHEAST OF THE CENTERLINE OF IRIS AVENUE. 0.6 METERS (15.1FT) SOU1HEAST OF A STREET STANDARD. 1HE STA]ON LEVf.L IS 111TH THE HEIGHT OF THE HIGHWAY APPROVAL RECOMMENDED ~f\(_€L-L TRANS.& DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE Apr:I 28, 199e- APPROVAL RECOMMENDED Lu R.C.E. NO. DATE o 46214 . 12-31-9 crvn .. OFcAL> , • GENERAL NOTES 1. 0THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PRO~SIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR' PUBLIC WORKS CONSTRUCTION, 1994 EDITION AND SUPPLEMENTS 2. STATIONING REFERS TO CENTERLINE OF STREET. ' • • 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF'r1NG THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. 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 SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. SEE PLAN A-5147-S FOR ALLEY REPLACEMENT ..• 6. ALL WATER PIPE SHALL BE BEDDED PER DETAIL ON SHEET 2. 7. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. ; ' ' f ' ' . 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L. : • , 9. WATER MAINS SHALL HAVE A MINIMUM .OF 36" Of COVER FROM FINISHED SUBGRADE• • i' ' 10. THE CONTRACTOR SIJALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTNG OFF ANY FIRE HYDRANIS AT (714)-644-3106. , • 11. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL ALLEY CLOSURES. 12. ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-F~CED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 14 .• PIPE HARNESS ASSEMBLIES, VALVE AND FITTNG RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE ,JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION fROTECTIVE MASTIC COMPOUND. 15. • BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVf. THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 16. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMtRICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED SPECIFICATIONS. BY WRITTEN CERTIFICATION FROM THE MANUFACTIJRER STATING COMPLlANCE WITH THE APPROPRIATE 17. ALL MECHANICAL JOINTS SHALL BE INSTALLED Wl'[H RETAINER GLANDS. 18. THE CONTRACTOR SHALL ADJUST ALL WATER METER BOXES, WATER VALVE COVERS AND SEWER LATERAL CLEANOUTS TO GRADE. 19. CONTRACTOR SHALL ADJUST A MINIMUM OF ONE SEWER CLEANOUT TO GRADE PER LOT. 20. CONTRACTOR TO CONSTRUCT WATER MAIN WITHOUT DESIGN PROFILE. AVOID HIGH POINTS AND LOW POINTS . IN PROFILE. FITTINGS WILL NOT BE ALLOWED TO MEET CHANGES IN GRADE OR FOR USE IN CROSSING OF OTHER UTIIJTIES. 21. CONTRACTOR SHALL '/ERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTIRACTOR TO NOTIFY THE CITY IF ANY DISCREPANCIES OCCUR. 22. THIS PROJECT INCLUDES CONNECTIONS TO EXISTING ASBESTOS CEMENT PIPE (ACP) AND CUTTING AND REMOVAL OF ACP. THE CONTRACTOR IS ADY1SED ASBESTOS IS A KNOWN HUMAN CARCINOGEN WHEN INHALED POSES SERIOUS HEALTH RISKS. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND HANDLING OF ACP IN STRICT CONFORMANCE WITH APPLICABLE CAL/OSHA E.P.A. AND GOVERNING HEALTH ~GENCY REQUIRMENTS. SEE THE PROJECT SPECIAL PRO~SIONS FOR ADDITIONAL REQUIREMENTS. ' ' . ' i ' CONSTRUCTION NOTES 1--(i)-1_-R_':_o_t_E T_E_;_s~-IN_G_6_--IN_C_H_C_A_S_T_IR_O_N-,P-IP_E_I_N'C_L_UD-IN-G-FI_TT_IN-G-S,-T-H-R-US_T_B_L_O_CK_S_A_N_D_A_P_P_UR-T-EN_A_N-CE_S_. -------.... 1 @ REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE WATER METER. WATER METER WILL BE REMOVED BY CITY FORCES. (2) REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD. G) REMOVE AND SALVAGE EXISTING VALVE, RISER. BOX AND COVER AND RETURN TO UTILITIES YARD. @ REMOVE AND REPLACE EXISTING CURB AND GUTTER AND P.C.C. SIDEWALK TO THE NEAREST JOINT PER CNB STD.-182-L AND 180-L. ® REMOVE, EXISTING 6-INCH PVC X CIP TRANSITION COUPLING. (j) REMOVE EXISTING 6-INCH ACP TO THE NEAREST JOINT. @ REMOVE EXISTING AIR AND VACUUM RELEASE VALVE ASSEMBLY, MANHOLE AND COVER. @ INSTALL 12-INCH FE X MJ ADAPTER. @ INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL 12-INCH, C900, CLASS 200 PVC, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL 12-INCH, C900, C_LASS 200 P.V.C. PIPE, !3ACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING Pi:R DETAIL ON SHEET 2. @ INSTALL 1-INCH METER SERVICE PER CNB STD-502-L. _ @ INSTALL 6-INCH FIRE HYDRANT PER CNB STD-500-L WlTH 6" RESILIENT WEDGE GATE VALVE (FE X MJ) AND DUCTILE IRON TEE (MJ X FE). @) INSTALL 6-INCH RESILIENT WEDGE. GATE VALVE (MJ X MJ) PER CNS STD-508-L • @ INSTALL 6-INCH RESILIENT WEDGE GATE VALVE (FE X MJ) PER CNB ST0-508-L. @INSTALL 12-INCH RESlllENT WEDGE GATE VALVE (MJ X MJ) PER CNS ST0-508-L AND 510-L-C. @INSTALL 12-INCH RESILIENT WEDGE GATE, VALVE (FE X MJ) PER CNS STD-508-L AND 510-L-C. @) INSTALL 12-INCH RESILIENT WEDGE GATE VALVE (FE X FE) PER CNB STD-508-L AND 510-L-C. l 1 .. @ REMOVE EXISTING 6-INCH FE OUTLET AND WELD ON FULL WRAP 12-INCH FE OUTLET ONTO EXISTING 18-INCH CML AND COATED STEEL PIPE.' • @INSTALL 12-INCH X 12-INCH DI TEE (FE X FE) WITH THRUST BLOCK PER CNB STD-510-L-A. : i @INSTALL 12-INCH X 6-INCH DI TEE (MJ X fE) WITH THRUST BLOCK PER CNB STD-510-L-A. @ INSTALL 6-INCH X 6-INCH DI lEE (MJ X MJ) WITH THRUST BLOCK PER CNB STD-510-L-A. @) INSTALL 6-INCH X 6-INCH DI TEE (FE X FE) WITH THRUST BLOCK PER CNB STD-510-L-A. @INSTALL 6-INCH -'go• BEND (MJ X MJ) WITH THRUST BLOCK PER CNB STD-510-L-A. @ JOIN EXISTING 6-'INCH PVC WITH 6-INCH 1RANSITION COUPLING (PVC X PVC). @ JOIN EXISTING 6-INCH ACP WITH 6-INCH TRANSITION COUPLING (PVC X ACP). @INSTALL 6-INCH X 6-.INCH DI TEE (MJ X FE) WITH THRUST BLOCK PER CNB STD-510-L-A. @ JOIN EXISTING 6-INCH CIP WITH 6-.INCH TIRANSITION COUPLING (CIP X PVC). @ INSTALL 12" X 6" DI CROSS (MJ X MJ) 111TH THRUST BLOCK PER CNB STD-510-L-A. @) INSTALL 6-INCH FE X MJ ADAPTOR. @) REMOVE BLIND FLANGE AND THRUST BLOCK. @) INSTALL 6-INCH, C900. CLASS 200 PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH AND 'PAVEMENT RESURFACING PER DETAIL ON SHEET 2. • . @ INSTALL 12-INCH, C900, CLASS 200PVC, BACKFILL, BEDDING AND A.C. TRENCH AND PAVEMENT RESURFACING PER DETAIL ON SHEET 2. @) INSTALL 12-INCH X 6-INCH DIP REDUCER (FE X FE) WITH THRUST BLOCK PER CNB STD-510-L-B. @ REMOVE EXISTING AND CONSTRUCT NEW P.C.C. STREET PANEL. 8-INCH THICK AS SHOWN ON PLANS AND AS A PART OF BID ITEM 19. ' . ' @ INSTALL 6-INCH, C900, CLASS 200 P .. V.C. PIPE, BACKFILL BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHFET 2. ' @ REMOVE EXISTING AND CONSTRUCT NEW P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB ST0-185-L. ; I @) GRIND EXISTING A.C. PAVEMENT TO A DEPTH OF 1 1/2" AND OVERLAY WITH 1 1/2" ASPHALT FINISH COURSE. SEWER. @ REMOVE EXISTING D.I.P. FROM BASE AND INSTALL 6-INCH _YELOMINE. GROUT ANULAR. SPACES WITH CLASS A CONCRETE. ; : @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTIEED. BACKFILL BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. ' i @ PROTECT EXISTING TELEPHONE CONDUIT IN PLf:CE. i: @ ~EMOVE TRANSITION COUPLING AND INSTALL 6-INCH YELOMINE JOINT PVC END CAP. PLUG ENDS OF CIP FORCE MAIN WITH CONCRETE. i-'.'. • @ REMOVE EXISTING 6-INCH STEEL FORCE MAIN PIPE INCLUDING FITTINGS AND A~PURTENANCES. @) REMOVE EXISTING SEWER MAIN CLEANOUT, EXTEND MAIN 5-FEET AND CONSTRUCT SEWER MANHOLE PER CNB STD-401-L. @ REMOVE EXISTING 3' DIA. MANHOLE AND. 10-INCH GIP AND CONSTRUCT NEW 4' DIA. SEWER MANHOLE AND NEW 10-INCH V.C.P. PER CNB STD-401-L. 18-FEET DEEP, AND PER, DETAIL ON SHEET 2. ' • '· @J° INSTALL 6-INCH YELDMINE RESTRAINED JOINT P.V.C. PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL AND BEDDING PER DETAIL ON SHEET 2. r-:--:-~~~~-~-t @INSTALL 6-INCH CERTA-LOK YELOMINE 45• SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB STD-510-L-A. W-5252-S @ INSTALL 6-INCH YELOMINE END CAP. (SEE ADDITIONAL CONSTRUCTION NOTES ON SHEET 8.) SHT .1 OF 8 • • • • • TROCH RESURFACING 2' TRENCH 5H[ETING OR SHORING IF US£fl __ _ 6" or12' O.D. <PIP£ BARREL) l. TRENCH WIDTH BE 0.0. + 12" MINIMUM, OR O.D. +20' MAXIMUM, INCLUDING THICKNESS OF TREt>K:H SHORING OR SHEETING. 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. 3. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHfl.L SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH ANDIOR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR Of SAFETY OR SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1 EXCEPT THAT: (A) CLASS !00-E-100 SLLJRRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND EXPENSE. (8) HAUNCH BEDDING SHALL BE HAND TRlfED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLINEl .MAYBE COMPACTED CONCURRENTLY WITH THE BACKFILL. 5. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250, 6. IF MAIN LINE TRENCHES RESULTS IN PAVEMENT WIDTH OF 5' OR LESS, PAVEMENT SHALL BE REMOVED TO EDGE Of GUTTER. 7. JOIN EXISTING P.C.C. PAVEMENT WITH 44 SMOOTH BARS PER P.C.C. PAVEMENT CONTACT JOINT CNB STD-108-L. . P.C.C. PAVEMENT REPLACEMENT .AND BEDDING DETAIL ( ETAIL A NTS ' I I ~ ----s- DETAIL D NTS • 4' DETAIL G NTS NTS ~ ------5-'-.,. -------- '-EXIST. B" VCP ----'\ G-----.----- \....EXIST. 2" GAS DETAIL B NTS EX. 6" PVC\ SMH ---s--'l..-Q ' ' l I ~ 26 I • I lO L 6 I x 'ti 'rvw ~X. 6" PVC I I I I DETAIL E NTS ,, l • I 4' 1-/~ _ __,,____ 12" P.V.C.~ J,..-~ EXIST. EXIST. ~~P.V.C.] - WHIH-K;XJ-lEXIST·._6" P. V :c.f DETAIL H NTS C NTS DETAIL F NTS Q. u • a: a, . -lO . . lO X In w I-H / (1] X H L,J X I l G'-l L,J DETAIL NTS I TRENCH RESURFACING 3,13• LIP EX. CURB & GUTTER --l::--~ CURB~ !'·; l,...,.,._~-7 .. :-":':".'": . i ~ ~ • ~ -..,. l :::_.:;;. ::;,.;:~ ~'-"-' • ' f,,l ---'VRR'-'-"L"'£=-S---+_I .. ~ u ~ <'. 2' t;: • ~ ... - '7A ' "' ~ 1 (EX. 3" A.C. ON 4• A.B. ...J >=:l ~ ~ -;>,//{~ i':i "' ~ ~ ~ I. TRENCH WIDTH BE 0,D, + 12" MINIMUM, OR 0.0. +20" MAXIMUM, It>K:LUDJNG THICKNESS OF TRENCH SHORING OR SHEETING. 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.3, 3. 4. 5. 6. EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS HJTH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH ANDIOR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAf"ETY OR SAFETY EQUIVALENT TO THAT PROVIDED IN Tl-£ CONTRACT . ' BEDDING SHFII.L BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1 EXCEPT THAT: (A) CLASS IOO-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING RT THE CONTRACTOR'S OPTION AND EXPENSE. (8) HAUNCH BEDDING SHFII.L BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING [ABOVE SPRJNGLJNE) MAYBE COMPACTED CONCURRENTLY WITH THE BACKFILL, IF MAIN LJNE TRENCHES RESULT,S IN PAVEMENT WIDTH OF 5'0R LESS,. PAVEMENT SHALL BE REMOVED TO EDGE OF GUTTER. TRENCH RESURFRONG IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS 306-1.5, EXCEPT THAT:· CR APPLY TACK CORT AND FEATHER NEW PAVEMENT RS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. A.C. PAVEMENT REPLACEMENT AND BEDDING DETAIL NTS (i)REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. @REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD. ©REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER AND RETURN TO UTILITIES YARD. @REMOVE EXISTING 6-INCH PVC X CIP TRft.JSITION COUPLING. 0 REMOVE EXISTING 6-INCH ACP TO THE NEAREST JOINT . @ INSTALL 12-I NCH FE X MJ ADAPTER . @ INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL HEREON. (i}) INSTALL 12-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, AND BEDDING PER DETAIL !-£REON. @INSTALL 12-INCH, CSOO, CLASS 200 P.V.C PIPE, BRO<FILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL HEREON. (B) INSTALL s·-INCH FIRE HYDRANT PER CNB STD-500-L WITH 6' RESILIENT fl:DGE GATE VALVE CFE X MJJ AND DUCTILE IRON TEE (MJ X FEl. @ INSTALL 6-JNCH RESILIENT HEDGE.GATE VALVE (FE X MJJ PER CNB STD-508-L. @) INSTALL 12-INCH RESILIENT WEDGE GATE VALVE (FE X MJ) PER'CNB STD-508-L AND 510-L-C.· @REMOVE EXISTING 6-INCH FE OUTLET AND WELD ON FULL WRAP 12-INCH FE OUTLET ONTO EXISTING 18-INCH CML AND COATED STEEL PIPE. @ INSTALL 12-INCH X 12-INCH DJ TEE (FE X FE) WITH THRUST BLOCK PER"CNB STD-510-L-A. @ INSTALL 12-INCH X 6-INCH DI TEE (MJ X FE) WITH THRUST BLOCK PER CNB STD-510-L-A. @ INSTALL 6-JNCH X 6-INCH DI TEE (MJ X MJl HITH THRUST BLOCK PER CNB STD-510-L-A. @INSTALL 6-JNCH -9~BEND (MJ X MJ) WITH THRUST BLOCK PER CNB STD-510-L-A. @JOIN EXISTJNG 6-INCH PVC NITH 6-INCH TRANSITION COUPLING (PVC X PVCl, @JOIN EXISTING 6-INCH ACP WITH 6-INCH TRANSITION COUPLING (PVC X ACP). ·@ INSTALL 6-INCH X 6-INCH DJ TEE CMJ X FEl WITH THRUST BLOCK PER CNB STD-510-L-A. @ INSTALL 12" X 6" DI CROSS CMJ X MJl NITH THRUST BLOCK PER CNB STD-510-L-A. @ INSTALL 6-INCH FE X MJ ADAPTOR. @ REMOVE BLIND FLANGE AND THRUST BLOCK. @ INSTALL 6-INCH, C900, CLASS 200 PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH RESURFACING PER DETAIL HEREON. • Qj} INSTALL 12-INCH, C900, CLASS 200 PVC, BACKFILL, BEDDING AND A.C. TRENCH AND PAVEMENT RESURFACING PER DETAIL HEREON.· @ INSTALL 12-INCH X 6-INCH DIP REIIJCER (FE X FEl HITH THRU~T-BLOCK PER CNB SlD-510-L-B. @ REMOVE EXISTING AND CONSTRUCT NEW P.C.C. STREET PANEL, 8-INCH THICK RS SHOWN ON PLANS AND RS A PART' OF BID ITEM 19. @ INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL HEREON. @) GRIND EXISTING A.C. PAVEMENT TO A DEPTH OF l l/2" AND OVERLAY fJITH 1 l/2" ASPHALT CONCRETE FINISH COURSE, @ REMOVE EXISTING 3' DIA. MANHOLE AND 10-INCH CIP AND CONSTRUCT NEW 4' DIA. SEHER MANHOLE AND NEW 10-INCH V.C.P.PER CNB STD-401-L, 18 FEET DEEP AND PER DETAIL HEREON. 46 SEWER MANHOLE REPLACEMENT DETAIL 6214 =i....,.2-31 IVIL CAL REF: ATLAS Hl3 & H!4 NTS APPROVED C-3191 CORONA DEL MAR WATER MAIN REPLACEMENT DATE -t-1.S-~~ ID)ETA I l SIHIIEIET RPP'D. DESIGNED DRAWN W 5252 s t-DA_TE--'--_Bv__, ____ □E_sc_RI_PT_IO_N ____ __.__-b==---'sc::.L+=~Mc...GRA=c:=:.:.irn CI TY OF NEWPORT BEACH n-- CHECKED ORTE REVISIONS MS 28 A r !998 PUBLIC lt-JORKS DEPARTMENT SHEET 2 OF 8 . j i , ...... .-- /' -- • • I I 2 13 ~ ;:j ·301 • '-i ' CONSTRUCTION 2 13 NOTES G) REMOVE EXISTING 6-INCH CAST IRON ·PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. (vREMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE WATER METER. WATER METER WILL BE REOMOVED BY CITY FORCES. • @ REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD. ©REMOVE AND SALVAGE EXISTING VALVE, RISER, EOX AND COVER AND RETURN TO UTILITIES YARD. QQ) INSTALL 6-INCH C900, CLRSS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. Ci]) INSTALL 12-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL 12-INCH, C900, CLASS 200 P.V.C. PIPE, BFCKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ INSTALL I-INCH METER SERVICE PER CNB STD-502-L, @INSTALL 6-INCH, C900 CLASS 200 PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH AND PAVEMENT RESURFACING PER DETAIL ON SHEET 2. @ INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P,C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @REMOVE EXISTING SEWER MAIN CLEANOUT, EXTEND MAIN 5-FEET AND CONSTRUCT SEWER MANHOLE PER CNB STD-401-L. @f<.li£NfOVe eX/ST{NG 8-INCI-{ VCP },NO !N8iALL SOR-35 PVC SEWER PIPE. IJSE PUl..l l3ANO STAtN/..ESS REPAIR COUPLINGS AT COliJJecrrof,/ POINT$, POINSETTIA AVENUE POPPY AVENUE ALLEY NO. 29-A •. •233 • POPPY AVENUE ALLEY NO. ORCHID AVENUE POINSETTIA AVENUE ALLEY nssr J. Sl • No 62 Exp. 12- C'!Vl\. OF CAL 29-B REF: ATLAS H13 & Hl4 r/a1 f-,/Jf, Lf',ADD.Si:WE:R-MAIIJ DELETE MJ/. ORTE BY DESCRIPTION REVISIONS 14' APPROVED ORTE APP'□. DESIGNED CHECKED '' I I II I ,.....__ _ _/~ I' II2·F6.B ~ : ~ • ' I I ·243 • :; IS' u > a. In H X w 50' ' 1 • IS' ' ' I I I I I I I I I I 16, I I ,----r ' , ' I • I : : '1 > I I I I I I I I I I I I I I " " SEAVIEW DR. VCP ACP , SEE DETAIL C SHEET 2 SEE DETAIL B SHEET 2 C-3191 CORONA DEL MAR WATER MAIN REPLACEMENT 't-'t.l -'\!> ALLEY NOS. 29-A, 29-B & 30-A DRAWN SL M GRACIA ORTE MS 28 Ar 1998 CI TY OF NEWPORT BIERCH W-5252-S PUBLIC ~ORKS DEPARTMENT SHEET 3 r£ 8 • • NARCISSUS AVENUE ORCHID AVENUE ALLEY NO. 31-A 50' NARCISSUS AVENUE ORCHID AVENUE ALLEY NO. POINSETTIA AVENUE ALLEY NO. 30-B • SEE DETAIL D SHEET 2 CONSTRUCTION NOTES (!)REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. ®REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-!NCH WATER MAIN TO THE HATER METER. HATER METER HILL BE REOMOVED BY CITY FORCES. ©REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER AND RETURN TO UTILITIES YARD. I G)REMOVE AND REPLACE EXISTING CURB AND GUTTER AND P.C.C. SIDEWALK TO THE NEAREST JOINT PER CNB STD-182-L R-lD 180-L. (@) INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSTR..L !-!NOi HETER SERVICE PER CNB STD-502-L. @INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND A.C. TRENCH RESLl(FACING PER DETAtL ON SHEET 2. (E} INSTALL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER OCTAIL ON SHEET 2 •• @REMOVE EXISTING SEHER MAIN CLEANOUT, EXTEND HAIN 5-FEET AND CONSTRUCT SEHER MANHOLE PER CNB STD-401-L. SEE DETAIL D SHEET 2 SEAVIEW DR. 50' ~¢VESS ~1- '.$j No. U21 . 12-31 CIVIL '1' CAL\ l---+--+-------------+---1 ur:J~ i'/J/ MJS fu AOO SEWER MAIJf(()l..e. DATE t•L~ ·C\i C-3191 CORONA DEL MAR WATER MAIN REPLACEMENT ALLEY NOS. 30-8, 31-A & 31-8 1-D_Rr_E_1__s_v___i_ ____ oc_sc_R_1P_T_IO_N -----'-RPP-·o➔• =DE=Sl~Gt=irn_..=:SL=-+-DRAWN~..!cHc.::GRR:=1:!!.!A CI TY OF NEWPORT BERCH W-52 5 2-S CHECK(O DATE REVISIONS MS 28 , 1998 PUBLIC WORKS DEPARTMENT Sf££T 4 (J" 8 1 • • • • • I I I SEE ALLEY 30-B SHT.3 MATCHLINE 0+25.00 ALLEY NO. ·44-G I' ' 10' 15' 15' 10' CONSTRUCTION NOTES G) REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. ALLEY N0.44-F @ REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-INCH WATER MAIN TO THE WATER METER. WATER METER WILL BE REMOVED BY CITY FORCES. . @REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETURN TO UTILITIES YARD. G) REMOVE AND SALVAGE EXISTING VALVE, RISER, BOX AND COVER AND RETLl<N TO UTILITIES YARD. @REMOVE EXISTING 6-INCH PVC X CIP TRANSITION COUPLING. @ INSTALL 6_-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSTALL I-INCH METER SERVICE PER CNB STD-502-L. Qj) INSTALL 6-INCH FIRE HYDRANT PER CNB STD-500-L WITH 6" RESILIENT WEDGE GATE VALVE <FE X MJ) AND DUCTILE IRON TEE (MJ X FT). @ INSTALL,6-INCH RESILIENT WEDGE GATE VALVE (MJ X MJ) PER CNB STD-508-L. @ INSTALL 6-INCH RESILIENT WEDGE GATE VALVE (FE X MJ) PER CNB STD-508-L. @ INSTALL 6-INCH X 6-INCH DI TEE (FE X FEl WITH THRUST BLOCK PER CNB STD-510-L-R. @ INSTALL 6-INCH -90'BEND (MJ X MJl WITH THRUST BLOCK _PER CNB STD-510-L-A. @ JOIN EXISTING 6-INCH P.V.C. WITH 6-JNCH TRANSITION COUPLING (PVC X PVC) @ INSTALL 6-INCH, C900, CLASS 200 PVC PIPE, BRCKFILL,BEDDING AND A.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ REMOVE EXISTING AND CONSTRUCT NEW P.C.C. STREET PANEL, 8-INCH THICK AS SHOWN ON PLANS AND RS A PART OF BID ITEM 19. @ !NSTFLL 6-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH PER DETAIL ON SHEET 2. SEWER @ REMOVE EXISITING D.I.P. FROM BASE AND INSTALL .6-JNCH YELOMINE. GROUT RNULRR SPACES WITH CLASS A CONCRETE. @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @ REMOVE EXISTING AND INSTALL 6-INCH CERTA-LOK YELOMINE 90 SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB STD-510-L-R. @REMOVE TRANSITION COUPLING AND INSTFLL 6-INCH YELOMil-lE RESTRAINED JOINT P.V.C. END CAP. PLUG ENDS OF C.I'.P. FORCE MAIN WITH CONCRETE. @ REMOVE EXISTING 6-INCH STEEL FORCE MAIN PIPE INCLUDING FITTINGS AND APPURTENANCES. @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT P.V.C. PIPE, CLASS 160 RS MANUFACTURED BY CERTAINTEED. BACKFILL, AND BEDDING PER DETAIL·ON SHEET 2. @ INSTALL, 6-INCH CERTA-LOK YELOMINE 45°SWEEP BY CERTAINTEED WITH THRUST BLOCK PER CNB ~TD-510-L-A. 40' 20' 20' I. 8, 18' I . -s· I "' ~ SECTION A-A POPPY AVENUE NTS •370B • 0 LEX. GAS LINE i:-~ ~ -~~---,~-~---' ,~.:, ' • 8' 20' 12' 40' 20' 12' B' ALLEY N0.44-H .. . 50' 15' • 1 • I I I I G,J I I 25 1 I "' I 33 .,l. I o .... , ':i? ~ I 0 ...J a! •3712 • o+OO ALLEY 29-8 : 1 +50 ALLEY 44c-H ·3716 • ·3720 • OCEAN BOULEVARD u--1/ ,-.. EXIST. 6 .. CIP \ I .. -'~M~ = _::: {-,-_ ~ J_ _::: _::: -::I ; :-.. • n • 11 ~=in:=--\O::{l··; r·; < I 1=71 • 3600 • OCEAN BOULEVARD . a, -N a. w w :a: . M ._:I U1\ ~I 41 WI I • "' -A N 1: J • ·I I I I I I I I I I I I I 411--1-!-I _.;:-f.S.I I I : 3'1 I I ::c I -.,l. 0..,. + >-I "'w I ::J CI: EXIST. 6" C.I.P. FORCE MAIN . I A j I 37 @ EX. 6' STEEL SFM1-t-,1--i-1-t4,4.-1/ : I HAZEL DRIVE l '-r~IST._~ SFM PVC YELOMINE \, 0 I I I I I I • I I wi I I I ...__ ·~ fj 36 => z w ~ , 41 ..... _.,., ' __ __.,,,,.. - I I I I I I : I I 1 I I 1 I I 1 1 I I 3,1 I I 1 • I I I I I I I I I I I I I ' ----G-------.... ~--------- ~~~-------1--5----0 -/:)'' ~ ...... ' /j-7'-.J±t·--·-r-: -~ ~ . ..... . u -0 - ' 0 - ---SEE DETAIL E SHEET 2 ' en N - SEE DETAIL F SHEET 2 , SEE SHEET 8 ALLEY NO. 44-G iFESSI LS Not1"6214 Exp. 12-31 ' • ' CIVIL Op CAL\ REF: W-5219-S, S-5043-5 R-5654-5 S-5145-5 C,_3191 l----+--+-----------1.--IRPPROVED ~ CORONA DEL MAR l---t---l---------L-__J-~7"/"'~~~/2--~•~• •~-~-1 WATER MAIN AND SEWER REPLACEMENT -~o.E~J~ffR ALLEY Nos·. 44-F, 44-G & 44-H DATE 4 -1..1 -#\£ AND POPPY AVENUE DATE BY DESCR PTION RPP'D. DESIGNED DRAWN i--~-~-----I _____ _j___'==-~SL4===--'M~G~RR~CI:'..'..IR Ci TY OF' NEWPORT BEACH W-5 252-S REVISIONS CHECKED DATE MS 2B r 199B · PUBLIC WORKS DEPARTMENT SHEET 5 OF 8 . I '. . • • • • • FERNLEAF AVENUE EX. 6" C. I.P. 23-C GOLDENROD AVENUE CONSTRUCTION NOTES (!)REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. ®REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING 6-INOi WATER MAIN TO THE WATER METER. WATER METER WILL BE REMOVED BY CITY FORCES. . @REMOVE AND SALVAGE EXISTING FIRE HYDRANT FIIIIl RETURN TO UTILITIES YARD. G) REMOVE AND SALVAGE EXISTING VALVE, RISER, .BOX AND COVER AND RETURN• TO UTILITIES YARD. @ REMOVE EXISTING AIR AND VACUUM RELEASE VALVE ASSEMBLY, MANHOLE AND COVER. @ INSTALL 6-INCH C900, CLASS 200 PVC PIPE, BACKFILL AND BEDDING PER DETAIL ON SHEET 2. @ INSl'ALL 1-INCH METER SERVICE PER CNB STD-502-L. @ INSTALL 6-INCH RESILIENT WEDGE GATE.VALVE (MJ X MJJ PER CNB STD-50B-L. @ JOIN EXISTING 6-INCH CIP WITH 6-INCH TRANSITION COUPLING CCIP X PVC). @ INSTALL 6-INCH, CSOO, CLASS 200 PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. @REMOVE EXISTING SEWER MAIN CLEANOUT, EXTEND MAIN 5-FEET AND CONSTRUCT SEWER MANHOLE PER CNB STD-401~L. 29 A.C. FIRST STREET 50' DIRT ·409 • FF=95.36 FF=93. ALLEY NO.-22-D FERNLEAF AVENUE ~iESSJ ~J. ~ No. 62 xp. 12- REF: F.B. 524, PAGES 12 ~ 13; W-5226-S ' , • FIRST AVENUE 15' 50' I. I 15' ~ I 10',: I .. I : : . II II II NGINEER . 46214 DATE 4-Z.-i-"1~ ALLEY 22-C EXIST. 6" ACP C-3191 CX>RONA DIEL MAR WATER MA IN IMJROVEM:NT ALLEY NOS. 22-D & 23-C CIVlL ~ CAL t-DA_T_E---'--B_Y___,_ ____ □_ESC_R_I_PT_IO_N ____ __,__RP_P_'D--1. f-,;;DE-;;=SI""GN;,aE-D --=S=-L +=DRC:,AWN=--'-M'--'GC.::RA.:::CI::.:.JA C I TY OF NEWPORT BEACH W-5 2 5 2-S CHECKED MJS DAT~B r 1998 PUBLIC WORKS DEPARTMENT. SHEET 6 OF 8 R E V I S I O M S • • • • ►..( 'Sj" rn W1 ~ \J..,/. =='l'F w ::::, ='I ~ w All!EY 32-A lf.l ..( I O ~ I I : ~ I S : I~ I ij I ~ I I u I z I I PROPOSED 'W SEE DETAIL G I u I ~ 39 ----- 36 , , o , 39 , , 34 ---.,,.-----/.,..t:;;r---:;:r,,,c;:.._,,........,,...,,,..,,,..--,--7"""'--t-.;.._-,---,-,--,--;~:+,...,....,t.D,.1...,,.......,,-+_,;i,.--,........,.,,;;.:_,,..--,---;,---1-,,-""7--r,c;..' ....,,._--,,-_,,,.__,__,,....,,,.,,,--rl-,=:,,_-,,-""7""'-...A--,-,-=-"'J--r-..,,,,~-r--r-r4'ftt~~)::-.;c....,.-.z:,-z.;z~?~,I'Y/C::::.;z:.;iJ?:;Z~;z~;~¢z:"7-.z"7"'-!.~~~~~~~-;-=-11H,----?"-,,'-'---;!''-7~"-t:~~~-"'-"7 ,-"'1~:z~;::::;t;z;z;z_l;";z_::;-;z.=;1 ~ ~ ;r-110H--++,4-.,......,......,....,._,...,~~-'--,""-,,"-,o"""':;....,.;..,..:;,i..,.:;.....,.,..,.......,...~....,.......,....,......,......,.....,...."""+,._~~""'""l'-,,""-,,"""':;....,.:;....,.-....;,:.;...,........,.....,.......,.......,.......,....,......,......,....,._,...,~""'""+-,,1"t-0~£~L~L~~~c2~j~2~z~z~Z~L~L~Z~Z~LJ~~;2~2~z~z+~~J;,z;,zJt~Z~J;J~tZ~4~Z~Z~~J~2~2~Z~z~E--i~ EXIST. _12_· _P ._v :_c. ___ ----::¥"'----""'<-"~~==:::::::=-=---::::::-...:-:::::-=_·=:-~-I:-:T-:s-;-s~-A:-EM-EN-T-REPA_IR__ ;,., -@-36------j,,'""--''---2"-5-' L,__+-.L........L2-5 ,...c,*1-1 -----------L~MITS_O_F --PA-VE-ME-NT_RE_P~---~= ------"'------A.-C.---------_J ___ lp\ho'i_1_38---+--"!-,:-..._,_ -,L---,,__ ...... __ ~,-[~;::,.__1~8-----------~ ~ ----~----\ : c-_________ ,,,_ ____________ P.C.~---: _____ '": •----,-\-P-.c-.~c ..... :R-O-AD-~-AY--- 1 ~/-.,,-_=' ..... ~~--_-_ a.C._"""!"_ ________ ~:~--------•---c-~7""Y+ 2 L 4 -t,IL......,P.--1 __ • _ _ -----------•-~-f\:L ____ ~c-~:~-------~ ~ ---------~: : --------------------------i l I r ,-----------------------~} ___ : sf0i : 00---------------------------1 I ,--. ----------i t3 I -1 / I / PROPOSED I I : I I "\I"" :_ 39 : C":) EXIST. s· P.v.c.-..___,_! 1 I 1 6" P.v.c. , '1' 1 I 1 • I SEEs8:Jf 1} H [ ! [ i ! ! ! ~ 9 -[ PROPOSED 6" P.V.C. OO~STIRlUJCT~ON G) REMOVE EXISTING 6-INCH CAST IRON PIPE INCLUDING FITTINGS, THRUST BLOCKS AND APPURTENANCES. @ INSTALL 12-INCH, C900, CLASS 200 P.V.C. PIPE, BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON 5HEET2. fy'}, INSTALL 6-INCH, C900, CLASS 200"PVC PIPE, BACKFILL, BEDDING AND A.C. TRENCH "c:;/ RESURFACING PER DETAIL ON SHEET2. _ SEAVIEW @ INSTALL 12-INCH, C900, CLASS 200 PVC, BACKFILL, BEDDING AND R.C. TRENCH AND PAVEMENT RESURFACING PER DETAIL ON SHEET 2. @REMOVE EXISTING AND CONSTRUCT NEN P.C.C. STREET PANEL, 8-INCH THICK RS SHOHN ON PLANS AND RS A PART OF BID ITEM 19. @REMOVE EXISTING AND CONSTRUCT NEN P.C.C. CROSS GUTTER PER APPLICABLE PORTIONS OF CNB STD-185-L. @GRIND EXISTING R.C. PAVEMENT TO A DEPTH OF 1 1/2" AND OVERLAY e!ITH 1 l/2" ASPHALT FINISH COURSE. -AVENUE ►m w JW dlw ~ (J) ~~YESSJ ~J-s 116 El<Jl. 12- CJVI OP C REF: 1-1-5249-S I I I C-3191 APPROVED c:oRONA DEL MAR o----+---+------------+-------1 WATER MA IN I ~OOVBENT UTILITIES ENGINEER -.SE A\'IEW A\'ENUE R.C.E. NO. 46214 l"\Y l"\Y DATE STA. 32+73.83 TO STA. 41+73.83 APP'D. DESIGNED SL DRAWN M GRACIA CI TY OF NEWPORT BEACH W-5252-S l----'-~--R-E_V_I_S_I_O_N_S __ ~----1r.ccH=Ec=KE=□~,...cMc:...S+-DR-T2-E8_A_r_l_SS---1B PUBLIC WORKS DEPARTMENT SHEET 7 OF 8 DATE BY DESCRIPTION ; • • . .. • • . • • • • • • , . 41 I 1'TYP I 65 FINISHED SURF ACE ; • . ' ' • ,1. • ASPHALT •. PATCHBACK ~ 64 • '. .• • ~ ~ 53 fi ~ 71 53 • . .. • ., 4'-0" ~-• • io • ;::, I • -I . • - PLAN VIEW SECTION A-A FORCE. MAIN VALVE VAULT INSTALLATION. DETAIL NTS NOTES: 1. CONTRACTOR SHALL ADJUST SPOOL LENGTHS AS REQUIRED. 2. ALL PIPING AND APPURTENANCES Wl1HIN 1HE PUMP ROOM SHALL BE COATED WITH EPOXY. 3. ALL PIPING AND APPURTENANCES l'IITHIN THE VALVF. VAULT SHALL BE PAINTED IN ACCORDANCE l'IITH THE SPECIFICATIONS. 1 • 184.53~ LID 80.51 FL SMH • 0 I 1n • "' I - . "'.£. q -... ,_ ·r • ,1 . ·• ~q ' . ; . 6" OUTLET . ·:.i • •., • ·., • • .. .· ' • ,1 • 1 . •. ' q. '• ' • • ' '3 i,4 ' q ' • • , . .. .. ' ,1 • • •. •• q ., • • ' . ·' ' ,1 . .. ~ ' • ' .. .. q oj • ~ •• ',1 • • • • • • • • . • ,1 ·~ •. --. -- • <1 a • ----·-4. . ,1. • .. . 7 = . ~"X4" REDUCER ' I 6" C.I. y 4" C.I. ~ ~ i~ ~ ~ = @ ::l w w > ~ :;;' cj _J > "' <( I°" ..,. > "' 0 ' w w ':.;-I-:i: <( 0 r \ C) >-~ = 0 "' y':.;- < w tl _J '0 ':.;- I (\ ' - I ~ _J ;a r w I-<( /1~ ~ "' u ( ' ' ' hi ~ ' -'--..._ I _j:,-J N ( I I I d. - CD)-2 1/2'' \ \~ I -- I ' ;,: , .. · .. ~: ·: ·"-" :,;, . •• ' ---. . -.-,"-.-, _q • ,1 ., • .. ., ., Ll·_A • • • "-. ,., . .,4 • .. •. • • .. . ',1 ., ' 8' o· - "' • -·4 " '3 '. • ,i <1· ••• ,.;.. .-.. • . • . <1 .:: . _A --·--·C --------. • • .. .-. l . q .. .. '3 . • ' . ' • .· • 'Z' • = 4" 45" C.I. ELL _J _J • . •· w '3 • I ;J • ~ -':.;-I I • -~ I= ~ A ; . ~ • • • ~ I • "' A ·,1 0 LL .•• a' 51 • 0 "' • I ,= 5 ~ .. in q • z Q_ ·. w ::s I-Hf ::, •. '3 X Q_ • • w ·• •• J w V, "' • 0 ~ ..I /) ::s.., .,,-• . •. <C I ~~ .. > <· w IDO • •. I-aeZ <( <C '-" ' LL " 0 I / 1/ ' ,1 . .•. • ~ • .,; -( \, , , , ) N .. ' • . '-f::-L./ '· ·~ 4 cc, /~CD· I • q ., .. • 2 1 /2"C.I. 2 1/2" 4, • 'JTEEC --\L • q - I ( I ~ - • , • ' • .. • • .--./ . -., .,· . '"1 .. ·•. .• . .iQ" • . "4. ---~ /··7.-.-.-,, . . -... ........ •• q 4-• • ' • --., .• . ·4 "f .. 4 . •• • . '3 '· • .• • • • •· .• '3 ' • .• .. • • '-3/4" BARS @ 6" 0.C . . •. ' .. BOTHWAYS ' ,1· ., 3' 9'-8" ~ ELEVATION OF EXISTING PUMP ROOM TO BE MODIFIED SCALE 1 "=20' CONSTRUCTION NOTES @ INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. . @ PROTECT EXISTING TELEPHONE CONDUIT IN PLACE. @ INSTALL 6-INCH CERTA-LOK YELOMINE 45" SWEEP BY CERTAINTEED 111TH THRUST BLOCK PER CNB STD-510-L-A. "°' INSTALL 6-INCH YELOMINE RESTRAINED JOINT PVC PIPE, CLASS 160 AS MANUFACTURED BY CERTAINTEED. BACKFILL, BEDDING ~ AND P.C.C. TRENCH RESURFACING PER DETAIL ON SHEET 2. PULL JOINT 3'. @) INSTALL 6-INCH GERTA-LOK YELOMINE 22 1/2' SWEEP BY CERTAINTEED 111TH THRUST BLOCK PER CNS STD-510-L-A. @ REMOVE EX1STING FITTINGS. (g) INSTALL BLIND FLANGE. @) INSTALL MECHANICAL TYPE INTERLOCKING RUBBER LINKS, LINK SEAL OR EQUAL INSIDE STEEL TUBE. @ INSTALL 4-INCH CLASS 350 DIP (FE X FE) 0-10" LONG. @, INSTALL 4-INCH 45· DUCTILE IRON ELBOW (FE X FE) (@ INSTALL 4-INCH CLASS 350 DIP (FE X FE) 0-6" LONG. @) INSTALL 4-INCH CLASS 350 DIP (FE X FE) 2'-0' LONG. @ INSTALL 6"X4" CLASS 350 DIP ECCENTRIC REDUCER (FE X FE). @) INSTALL 6"X4" CLASS 350 DIP REDUCER (FE X FE) 0-9" LONG. @) INSTALL 6-INCH CLASS 350 DIP WYE (FE X FE X FE) 1'-7" LONG. • I I @ INSTALL 4-INCH CLASS 350 DIP (FE X FE) 2' -0" LONG. I I @) INSTALL 6-INCH 90" DUCTILE IRON ELBOW (MJ X MJ). @ INSTALL 6-INCH CLASS 350 DIP SEWER FORCE MAIN. • @ INSTALL FORCE MAIN VALVE VAULT PER DETAIL HEREON. @ INSTALL 4-INCH ECCENTRIC PLUG VALVE LEVER OPERATOR (FE X FE) DE ZURIK SERIES 100. CUT LEVER TO 18" LENGTH. SCALE 1"=1' I I @) INSTALL 4' X 4' TRAFFIC RATED PRECAST CONCRETE VAULT COATED \\1TH 80 MILS EPOXY. @) INSTALL 4' X 4' STAINLESS STEEL DOUBLE LEAF SPRING ASSISTED ACCESS HATCH, TRAFFIC RATED. @) INSTALL 6-INCH STYLE 31 VICTAUUC COUPLING. @ INSTALL 12" DIA. SUMP WITH CAST IRON GRATE AND FRAME, ALHAMBRA FOUNDRY CO. NO A-2020 OR APPROVED EQUAL. {H) INSTALL 4-INCH TAPPED FLANGE WITH 4-INCH S.S. CAMLOCK (FE) FlTTNG AND INSULATING BUSHING. @) INSTALL 6-INCH CLASS 350 D.I.P. SEWER FORCE MAIN (PLAIN END X VIC. GROOVE). (@ INSTALL 6-INCH CLASS 350 DIP (FLANGED X VIC. GROOVED) 0-8" LONG. @ INSTALL 6-INCH LEVF.R OPERATED ECCENTRIC 1/4 TURN PLUG VALVE (FE X FE) DE ZURIK SERIES 100, CUT LEVER TO 18" LENGTH. @ INSTALL 6" X 4" DUCTILE IRON TEE (FE X FE). @ INSTALL 6-INCH DUCTILE IRON (MJ X FE) ADAPTER. @ INSTALL STAINLESS STEEL ADJUSTABLE PIPE SUPPORT PER CNB sm-522-L. EX1STING SEWER FORCE MAIN SHED ABOVE PUMP ROOM CONG. S/W - ---_,.__.....- I a· o· -· ~ ,. ' -• ,.,,· • •• I-'-.-. • • ~ r:::-· . . . ... ·.,;, • t,. • . . ·-• ~ ·.• • • -· • . ._ t;.._ . . . -• : ~. . -t::.. -• - ------• ---. . -' ---. . r t • -. • • .. .-.. ► y t,. ~ • . t,. • . •· . " 'l-,. ' • ' INSTALL INSTALL ' -4' 6" OUTLET I 57 60 -r STEEL WALL SLEEVE -.!J·· E UAL r1 1MECHANICAL TYP INTERLOCKING RUBBER LINKS 4" 45' C.I. ELL = _J b,. ~b. I .. _J w _.__:_ 1-- I -' 55 ' cj .. "' ~ ... -· ~ ~ ':.;-• ~ I ~. j ·• • . '. b ...... ~ • -' . < ' I > @ "' b." 6-0 L,.. .. = D .. ~ o ' "' I • 5= .• ' . ~ Cl. ~t ::, t,, ::, .. Cl. X •• ,. \.... w V, ' "' 0 ...,::s (\ '-w •• ' -v, > i2 ' ~ '. I = ·< ' OID ~ Zoe <C < .. L,.. ( "' l \ ;J ·" •. ' •. r,.' / I ,,, ~ i,.. j • ( ' ' ' -./ .. .. , ' N •· ' ,"-..j....:;;: 1/ •• . ., I ' r,. I IJ = • .. CD -i' ' • .• 2 1/2" ., ~ " • ! ~\ • •. I • ·.-.-' •• ' ~· •. • ". • ',>ll-• ~ .• ,,. . •• ---- - • --. <: -. ---~-·"-._-• " • • .• ' . . • • • b. . ',> ~ • .. .. r,. .. • • • • • t,. /· ·• . . • I= 6"X4" REDUCER----.._ " . I - I ,~/ ® 5B • ~ l/ • _J w ~ ~ > _J < "' > 0 w ~ :r: 0 < "' l >-I ~ = cl "' < ~ w " -' ~ 0 ':.;- " I>- /1 ,= ~ I _J < > C\ ~ <( I C!> / '/ ' . u \-1 ' , ' • ~ ' -N I ' ~v ; ~ 1tCD--:--"1 ' -' 2 1/2"C.I. 2 1/2' JTEE( ~ ,-\L I { I , . . / . . ,;,: .• -----~ ···/,-. -· • . . . " • • • ~ ; • .•. •• • • • .. ' I 59 ) ;,;·._,·•·' : -~ ..-. .. . '• ., •. . . . .. • .. • • -t,. I>., .. \ • I ./ LINK SEAL OR EQ / 6" OUTLET ~~' N + ii' OUT ... I (ORY PACK ' ~ WITH • •·· NON-SHRINK GR • • ••• • • & . t, • •• • ·• • • . • . . ·' r,. • ,&' • .. .. .. • •► . ·, . '. • . . r,. .• • . .• .• •• . ' ' 1'· • • ,, i:>, h, • -~ • • .. • • . . • 11;' • BARS @ 6" O.C. BOTHWAYS/ • •. ,; 3/4" ' Jo •'. . .. t,: SHED;,-....-. ·--. • •. • "·.lc----1· '. '1-~· __ ,.,,.. VAULT •-· REF: BUCK4.DXF SURVEY ' • t,. . .. I 3' ' 9'-8" ELEVATION OF PUMP ROOM (NEW CONSTRUCTION) SCALE l"=f \ \ 1 • II PROPOSED NEW YELOMINE FORCE MAIN LOCATION MAP NTS PUMP STATION ........... C-3191 1---+----+-------------+---I APPROVED ~ ~NQN~;:" BUCK GULLY SEWER FORCE MAIN REPLACEMENT • 0. 46214 DATE DESORIPTION APP'D. DESIGNED SL DRAWN MGRACJA CITY OF NEWPORT BEACH W-5252-S 1---~-~------------~-~==--=+c-c--==°",c-1 t-----::----- RE~SIONS CHECKED MM DA~o APR 199a ,, PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 DATE BY • L .