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Home My WebLink AboutS_5169_S:c u <C w ID ~ ~ .:..:-1---...IJ.--~'°~AM~S___:_A:!!VE:;_· _,-+--;:; ORANGE COAST ' C(ll[G[ BAKER z CITY OF ~-----, ORANGE CO. 0 I- <..:) z I-z ::::, :c LL >-I- u ~ .. ,;\" ~ ~ "" ., ~ "' ... ~ "' "' COSTA MESA VICTORIA ~ <C 191H <C F= :z w u <C -' 0.. ST. •-INDICATES AREA --SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND • 0 'tf D P<»W:R PCll MANHOLE FIRE HYDRANT METER BOX V/lJ..1/f. POWER POLE ANCHOR MONUMENT -x-x-x-FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PA \£MENT ;:;:;:;:;:;:;:;:; BRICKWALK I: • .• :I CONCRETE ~«(tttd BUILDING ST. EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION --ft---CENJERLJNE ----s----SEWER LJNE ------¥,\--WATER LINE ---G---GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP --SPRINKLER SYSTEM STREET LIGHT CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG F AllGROONOS l.M VER9 TY I e ~ CITY OF IRVINE U.C.I. PUBLIC WORKS DEPARTMENT UTILITY PLANS FOR BIRTCHER SENIOR PROPERTIES AT PARCEL 3, P.M. 95-178 3901 E. COAST HWY., CORONA DEL MAR, CA INDEX OF SHEETS NO. TITLE 1 2 3 4 TITLE SHEET UTILITY PLAN/PROFILE UTILITY DETAIL SHEET STREET LIGHT PLAN APPROVED: APPROVED: EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFIJlNIA GAS COMPANY SOUTHERN CALlf"lllNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY ~ NEVIPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NOTICE TO THE CONTRACTOf:t NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6:00 PM CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Of" CONSTRUCTION OF THIS PROJECT, INCWDING SAFETY OF ALL PERSONS ANO PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WOFlKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TliE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTIMG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS AR£ OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT l>S SHOWN ON TltESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT or RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES /lJ..L LIABILITY ANO RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION. 0FESS1 0 A_ CIVIL ENGINEERING LANO SURVEYING 7~, 1100 S. COAST HWY., #211 \ • \ (" ~ ~\ 1· l . . ! I . LAGUNA BEACH, CA 92651 ·' ~. • • ~l',•H, .. C. I~, ;·jf PH: 714-376-6407 RICHARD A. MOORE. RCE 23971 DATE FAX: 714-376-6417 1 Ir·/, G --""\ . /_f I l.~~ DIRECTOR OF PUBLIC WORKS UTILITIES MANAGER CONSTRUCTION NOTES NO. @) @ @ @ @ @) @) @ @) @) ® @ @ ® ® ® ® ® @ ® 0 ® OESCRIPllON WATER CONNECT TO EXISTING WATER METER INSTALL 6"x4" D.I. TU (M.J.xM.J.), 2-3' LONG 6" A.W.W.A. C900 CLASS 200 PIPE PUP'S AND TRANSITION COUPLINGS, SEE DETAIL "B" SHEET 3 INSTALL 4" PVC A'INIA C900 CLASS 200 PIPE, BEDDING PER DETAIL "C" SHEET 3 CONSTRUCT TRENCH RESURFACING PER DETAIL "C" SHEET 3 INSTALL WATER METER ASSEMBLY (SENSUS S. SERIES TURBO METER 4" -W-IOOOS, A.W.W.A. CLASS 1) PER CITY or NEl'!!'ORT BEACH SID-524-L CONSTRUCT THRUST BLOCKS PER CITY Of NEl'!!'ORT BEACH SID-510-L INSTALL 6" PVC A'INIA C900 CLASS 200 PIPE, BEDDING PER DETAIL "C" SHEET 3 INSTALL TRANSITION COUPLINGS (PVCxPVC) SKIPPED INSTALL DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER NEWPORT BEACH SID-517-L SKIPPED INSTALL 1 1/2" WATER SUPPLY LINE INSTALL 1" REDUCED PRESSURE BACKFLOW PREI/ENTOR PER CITY OF NEWPORT BEACH STDS. SEWER ' CONNECT TD EXISTING SEWER MANHOLE P£R DETAIL "D" SHEET 3 INSTALL a· PVC GRAVITY SEM:R LINE, SOR 35, BEDDING PER DETAIL ·c· SHEET 3 CONSTRUCT TRENCH RESURFACING PER DETAIL "C" SHEET 3 STREET LIGHTS REMOVE ANO RELOCATE EXIST. SJRE:ET LIGHT PER OTY or NEl'!!'ORT BEACH STDS. ANO REPAIR SIDEWALK PER CAL lRANS STDS. INSTALL NEW LIGHTING STANDARD, TYPE II, TO MATCH EXISTING, PER CITY or NEWPORT BEACH STD-201-L INTERCEPT EXIST. CONDUIT PER CITY or NEWPORT BEACH SID-204-L ANO ST0-205-L REMOVE EXIST. STREET LIGHT AND REPAIR SIDEWALK PER CITY OF NEWPORT B£ACH STDS. INSTALL RELOCATED LIGHTING STANDARD PER CITY OF NEWPORT BEACH STD-201-L REMOVE PULL BOX, JOIN CONDUIT, INSTALL NEW CONDUCTORS (2-#8 TH'Ml STRANDED COPPER, 1 RED, 1 BLACK, 1-,S SOLID BARE COPPER) SPLICE PER CITY OF NEWPORT BEACH STD-205-L BASIS OF BEARINGS THE BE,.RING OF THE CENTER LINE OF EAST COAST HIGHW,._Y, BEING NORTH SB' .38' oo• WEST AS SH0\\111 ON PARCEL MAP NO. 85-257 RECORDED IN BOOK 218, PAGES 5 ANO 6 Of PARCEL MAPS, IN THE OFFICE Of" THE COUNTY RECORDER OF ORANGE COUNTY WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. DATE: Fi;8. I~. /9P8 DATE: 2-13-'18 CONSTRUCTION NOTES ICONTINUEDI QUANTITY NO. DESCRIPTION QUANTITY STREET LIGHTS (CONTINUED) 1 EA. ® INTERCEPT EXISTING CONDUCTORS, SPLICE AS PER CITY OF NEWPORT BEAOi 1 EA. ST0-205-L 1 EA. STREET REPANI 60 LF. @ RECONSTRUCT SIDEWALK PER CITY or NEWPORT BEACH STD-1 BD-L 710 S.F. 50 L.F. @) GRIND 1 1 /2" AND A.C. CAP SlREET AT COMPLETION OF WORK 1,450 s.r. I EA. 5 EA. NOTICE TO THE CONTRACTOR 6 L.F. 4 EA. THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON AR£ PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY, 1 EA. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRAOfNG QUANTITIES, ANO SHALL USE SAME AS A BASIS 10 L.F. 1 EA. I EA. 17 L.F, 5 L.F. 1 EA. 1 EA. 2 EA. 1 EA.- 1 EA. FOR HIS BID(S) AND CONTRACT(S). LOCATION MAP NTS 1 EA. PACIFIC OCE~ BENCHMARK OCS NB4-26-71 ESTABLISHED BY ORANGE COUNTY SURVEY 1971 IN THE NORTHWEST PART OF THE INTERSECTION OF OCEAN BLVI). AND POPPY Al/f.HUE, 60 FT. NORTHEAST OF THE C.L. OF OCEAN BLVI)., 14' FT. NORTHWEST OF THE C.L. Of POPPY AVENUE, 1 FT. N.W. OF THE CURB FACE. 2.5 FT. N.E. OF THE CURB RETURN, IN A CONCRETE POST 0.3 FT. LOWER THAN THE CURB. ELEVATION: 85.6D9 FT. (NGVD29/1995 OCS ADJ.) DAT£ BY DESCRIPTION REVISIONS GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROl/f.MENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NE'M'ORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAYt'INGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," LA TEST EDITION AND SUPPLEMENTS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOlllN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1/f.RIFYING THE ACTUAL LOCATION, AND El.EVA TION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. 3. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET ANO DRll/f.WAYS. 4. SEWER AND WATER LINE DISTANCES SH0\\111 IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 5. THE CONTRACTOR SHALL REQUEST INSPECTION FORM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3311. 6. THE WALL ANO DEPTH OF EXCAVATIONS GREATER THAN FIVE (5} FEET IN DEPTH SHALL BE EFFECTil/f.L Y 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 INDICATES THAT HAZARDOUS GROUND MOl/f.MENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 6 ABOl/f. FROM CAL-OSHA. 8. ALL WATER AND SEWER PIPES SHALL BE BEDDED PER OTY STD-106-L. 9. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAl/f. AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.26 OF THE STANDARD SPECIFIC/\ TIONS UNLESS OTHERYt'ISE SPECIFlED. ,10. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORD Yt'ITH ST0-510-L. 11. WATER MAINS SHALL HAl/f. A MINIMUM OF .56" OF COVER FROM SUBGRADE. 12. ALL CONCRETE SHALL BE 560-C-3250. 13. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES HAVING A SLOPE OF 3: I OR STEEPER IN ACCORD WITH STD-314-L. 14. THE CONTRACTOR SHALL NOTIFY THE FlRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT° 644-3106. 15. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 16. ALL FLANGED 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. 17. 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 UNLESS OTHERWISE SPEOFIED AND SHALL BE EPOXY COATED. 16. PIPE HARNESS ASSEMBLIES, VALl/f. AND FlTTING RESTRAINTS AND SHACKLE-CLAIMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL All-THREAD ROO. NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON Yt'l-iERE APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTil/f. MASTIC COMPOUND, 19. BOLTED CONNECTOOS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAl/f. THREADED PARTS COATED LIBERALLY Yt'ITH AN APPROVED ANTI-SEIZE COMPOUND. 20. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STA TES Of AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH. MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFlCATIONS. AL FASTENERS SHALL BE ACCOMPANIED BY v.RITTEN CERTIF'ICA TION FROM THE MANUFACTURER STA TING Cdl.lPUANCE WITH THE APPROPRIATE SPECIFICATIONS. 21. REMOVE CONCRETE SIDEWALK AS NECESSARY DURING CONSTRUCTION ANO REPLACE TO THE NEAREST JOINT PER CITY STD-180-L UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL COOROINA TE THE REPLACEMENT OF THE THESE FAOLITIES 111TH THE CONSTRUCTION OF THE STREET IMPROVEMENTS. 22. REMOl/f. EXISTING CURB AND GUTTER AS NECESSARY DURING CONSTRUCTION AND REPLACE PER CITY STD-182-L UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL COORDINATE THE REPLACEMENT OF THESE FACILITIES WITH THE CONSTRUCTION OF THE STREET IMPROl/f.MENTS. 23. CONTRACTOR SHALL CONSTRUCT IMPROl/f.MENTS IN CONFORMANCE TO THE CAL TRANS ENCROACHMENT PERMIT WHILE IN CAI.TRANS RIGHT-Of"-WAY. 24. ALL UTILITIES SHOWN IN THE PROFlLE ARE EXISTING UNLESS STATED OTHERWISE. 25. CONTRACTOR SHALL ADJJST MANHOLE RIM ELEVATIONS, WATER VALl/f. RISERS AND COVERS AS NECESSARY TO MATCH THE FINISHED SURFACE Of" THE ROAD AFTER THE STREET IMPROVEMENTS HAl/f. BEEN CONSTRUCTED. 26. CONTRACTOR TO 1/f.Rlf"Y VERTICAL ANO HORIZONTAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY OTY AND CIVIL ENGINEER IF ANY DISCREPANCIES ARISE. 27. ALL MECHANICAL JOINT WATER FITTINGS SHALL HAVE RETAINER GLANDS. CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF" NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED APPROVED u ITIES R.E. NO. 46214 DAlE 1, .. ,-&.•'' APP'D. DESIGNED TEC DRA'M-1 TEC CHECKED RAM DATE 2/10/98 M NTENGINEER UTILITY PLANS 3901 E. COAST HWY. TITLE SHEET CITY OF NEWPORT BEACH W-52fo'1 ·S PUBLIC WORKS DEPARTMENT SHEET 1 OF 4 JN 38.01 i) C Z L ~ z ~ ~ " , f I - ~ m ' N ' N ~ -. ------·-·..:.:.·.··-_· ----·-.. . .. -·--·-·-··-··········--= 1-1=;;.;!;; -~ ........__~-------------------------...... -------- ... ,, ----,----- PROFILE SCALES HORIZ. 1"=20' VERT. 1 .. =4• ~ ID .... , .. ~ ---' 0.. CIVIL ENGINEERING LAND SURVEYING -. 1100 S. COAST HWY., #211 ~) (; fl (\, LAGUNA BEACH, CA 92651 (...)l~.\\"M.~ 1./ll.l~~ PH: 714-:.376-6407 RICHARD A. MOORE, RCE 2397i DATE FAX: 714.'-'.376-6417 0 m'W -.. ·- ' . ..,. _____ ········- "!if=.::: -----------. '"" ............ :: •........•....... ·--~---··••·•····~·-............. ·-------I --------------·i...,.........,:;_ -----· .;::::. - . -------.L.... ·-------.. -::t:-----....... ---........ __ .,. __ _ ' SCALE: 1•=20' 20 40 . ...... .. . ---·····• ······' ---n-·---··-~ --------------■ --~ --___ •• , ~ ---------•- -----I ! I NOTE: EXISTING SEWER & WATER STATIONING AND IN\l[RTS PER CITY OF NEWPORT BEACH DRAl'l1NGS W-5219-S AND S-51.38-S_ (PROJECT C-2892) ' ....... - .............. ---· ------------- ---. .11.::: . ···:··-""';';-~ ---··-::.--- -::_:_i(_ ---- ----·------.. ......... -------- ----_:-.!_·_-_· -----...... ··----· -- -- -------t T---_, "---~ ..... ~~ ------•-:~:;. ---,-- ---····-··-~------. -r--------""'----~ ----~ _------~ .... -1,1·· ·-· -· ·.-::·.---.~ ---.. ' . ·------- @) @ @ @ ® @ @ @ CONSTRUCTION NOTES WATER CONNECT TO EXISTING WATER METER INSTALL 5•,4• D.I. TEE (M.J.xM.J.), 2 3' LONG 5• A.W.W.A. C900 CLASS 200 PIPE PUP'S AND TRANSITION CDUPLINGS, SEE DETAIL "B" SHEET 3 INSTALL 4" PVC AWWA C900 CLASS 200 PIPE, BEDDING PER DETAIL •c• SHEET J CONSTRUCT TRENCH RESURFACING PER DETAIL •c• SHEET 3 INSTALL WATER METER ASSEMBLY (SENSUS S. SERIES TIJRBO METER 4" W 1000S, A.W.W.A. CLASS 1) PER CITY OF NEWPORT BEACH STD 524 L CONSlRUCT THRUST BLOCKS PER CITY OF NEWPORT BEACH SID 510 L INSTALL 6" PVC AWWA C900 CLASS 200 PIPE, BEDDING PER DHAIL •c-SHEET 3 INSTALL TRANSITION COUPLINGS (PVCxPVC) SKIPPED INSTALL DOUBLE CHECK DETECTOR BACKFLOW PREv[NTION ASSEMBLY PER NEWPORT BEACH SID 517 L SKIPPED INSTALL 1 1/2" WATER SUPPLY LINE INSTALL 1" REDUCED PRESSURE BACKFLOW PREVENTOR PER CITY OF NEWPORT BE,'.CH STDS. SEWER CONNECT TO EXISTING SEWER MANHOLE PER DETAIL .D. SHEET J INSTALL a· PVC GRAVITY SEWER LINE, SDR 35, BEDDING PER DETAIL ·c· SHEET J CONSlRUCT TRENCH RESURFACING PER DETAIL •c• SHEET J STREET REPAIR RECONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH STD 180 L GRIND 1 1/2" ANO A.C. CAP STREET AT COMPLETION OF WORK CITY OF NEWPORT BEACH APPROVED _ _,. J THIS PLAN IS SIGNED BY TI,[ CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED DEVELOPM ~CINEER .a.a--.n, DATE t----t----,f----------------+---,' UTl!fTl[S [NC~N~R UTILITY PLANS 3901 E. COAST HWY. t---+---,f----------------+---, f l!P'· NO. 46214 DAlE) ~-,~-"\,. PLAN/PROFILE SHEET DATE BY DESCRIPTION APP'D. DESIGNED ITC ITC CITY OF NEWPORT BEACH W-526ro-s REVISIONS CHECKED RAM DATE 2/10/98 PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 ~ JB.01 I I i I ~ 0 n 7 ;; E 0 ., m ' N ' N 0 CIVIL ENGINEERING LAND SURVEYING /) 1100 S. COAST HWY, #211 \ '\ ' t, ( (\l'tl\ ·2I l LAGUNA BEACH, CA 92651 "\ .... CJ " • • ' --1't '!-, PH: 714-376-6407 RICHARD A. MOORE, RCE 23971 DATE FAX: 714-376-6417 -I I : L __ I L ~ -,,--,~ r---....,..../---F, • / • ' ,~''<,///'< ' ,C>._ '/ ·-, !' MIN. (AT PAVEMENT SURrACE) REPLACE WI TH 1" THICKER A.C. SECTIONS THAN EX. A.C. SECTION (COMPACTION 90% MIN.) TRENCH SHEETING OR SHORING Ir USED UNDISTURBED SOIL, TYPICAL / •• ~ BORE INTO EXIST. MANHOLE ANO GROUT GRIND EXISTING PAVEMENT 1 1/2" AND REPLACE PER LIMITS ON PLAN PROP. 8" S£W. SECTION 83. 50 INV. B" E'L Y PROP. 8" SEW. PLAN DETAIL "D" SEWER MANHOLE CONNECTION NTS NOTES: 1. TRENCH WIDTH SHALL BE O.D. +12" MINIMUM, OR O.D. + 20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. 2. BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. TRENCH WIDTH z :i r-,- 1 b<--->e-..--- -__) I I 77-. ----.-_J -' -' ;.: ~ < a, ~I ------l""' _ _,__.,_ ___ 7'_M_IN ________ ___._ I (AT PAVEMENT SURFACE) I 6" MlN. I i5 z :::, <C :,: c.:, z i:i C, L,J CD ----__,...J-4ll).-'-i'------+------------L 0 L,J c.. <C i7i DETAIL "C" BEDDING AND TRENCH RESURFACING DETAIL NTS 3. WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MOOIFICA TIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. 4. BEDDING SHALL BE PER STANDARO SPEOFICATIONS SECTION 306-1.2.1, EXCEPT THAT; (A) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION ANO SOLE EXPENSE. (B) HAUNCH BEDDING SHALL BE HAND TAMPED TD 90" RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, ANO ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE- SPRINGLINE) l,IAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL. 5. TRENOH RESURFACING IN ASPHALT CONCRETIE PAVEl,IENT SHALL BE PER STANDARD SPEOFICATIONS SECTION 306-1.5, EXCEPT THAT: (A) ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. (B) APPLY TACK COAT ANO FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. DATE BY DESCRIPTION REVISIONS \-- EXIST. 6" PVC 12 11 15 -----? EXIST. 6" PVC CONSTRUCTION NOTES WATER INSTALL 6"•4" 0.1, TEE (M.J..M.J.), 2-3' LONG 6" A.W.W.A. C900 CLASS 200 PIPE PUP'S ANO TRANSITION COUPLINGS, SEE DETAIL "8" SHEET 3 INSTALL 4• PVC AWWA C900 CLASS 200 PIPE, BEDDING PER DETAIL "C" SHEET 3 CONSTRUCT THRUST BLOCKS PER CITY or NEWPORT BEACH ST0-510-L INSTALL 6" PVC AWWA C900 CLASS 200 PIPE, BEDDING PER DETAIL "C" SHEET 3 INSTALL TRANSITION COUPLINGS (PVC,PVC) 1' MIN . TRENCH AREA UNDISTURBED EARTH DETAIL "B" WATER SERVICE CONNECTION DETAIL NTS 6'± PATOH PER DETAIL "C" !' l,IIN. t!!QIE; A MINIMUM OF 1 FOOT OF UNDISTURBED EARTH OUTSIDE EXCAVATION MUST BE OBSERVED PRIOR TO PAVEMENT/BASE REPLACEMENT APPROVED DATE APP'D. DESIGNED z :i DETAIL "A" TRENCH PATCH DETAIL FOR ABANDONED WATER SERVICE NTS CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEAQj FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED .E. NO. 46214 "L --,.,_ -"' .. TEC DRAM,! TEC DEVELDPMENGINE UTILITY PLANS 3901 E. COAST HWY. DETAIL SHEET CITY OF NEWPORT BEACH W-52",-s CliECK£0 RAM DATE 2/10/98 PUBLIC WORKS DEPARTMENT SHEET 3 OF 4 JN 38.01 I ' I. I I r ., ' 0 I I CIVIL ENGINEERING LAND SURVEYING .. \ 1100 S. COAST HWY., #211 •;::\ " fl ( i ("j\~~, LAGUNA BEACH, CA 92651 \'<i .._,J. -~ .\. 1 ,'\ \('1"4,. 'Z. !11.!C\t PH: 714-376-6407 RICHARD A. MOOR[, RCE 23971 DATE FAX: 714-376-6417 \ ····"'-<----·········· .):>..-~. ' SCALE: 1• =20' 0 20 40 ' -·· -·-;__o...,___. ~---------- CONSTRUCTION NOTES STREET LIGHTS "' ', @ R[MOV£ AND R[LOCATE [XIST. STREET LIGHT P£R CITY OF NE\\PORT BEACH SIDS. AND REPAIR SIDEWALK P£R CAL TRANS STOS. @) INSTALL NEW LIGHTING STANDARD, TYPE II, TO MATCH EXISTING, PER CITY OF NEWPORT BEACH STD-201-L (@ INT£RCEPT EXIST. CONDUIT PER CITY OF NE\\PORT BEACH STD-204-L AND STD-205-L @ REMOVE: EXIST. STREET LIGHT AND REPAIR SIDEWALK PER CITY OF NE\\PORT BEACH STOS. 0 INSTALL RELOCATED LIGHTING STANO/\RD PER CITY OF NEWPORT BEACH STD-201-L REMOVE PULIL BOX, JOIN CONDUIT, INSTALL NEW CONDUCTORS {2-#8 THWN SlRANDED COPPER, 1 RED, 1 BLACK, 1-*B SOLID BARE COPPER) SPLICE PER CITY OF NEWPORT BEACH STD-2D5-L INT£RCEPT EXISTING CONDUCTORS, SPUC[ AS PER CITY OF NEWPORT BEACH STD-205-L APPROVED ) CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY DF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED 46214 STREET LIGHT PLAN 3901 E. COAST HWY. DA TE ---•~-~•~t.~--'1~•-•--PLAN SHEET DATE BY DESCRIPTION APP'D. DESIGNED ITC ORA~ TEC CITY OF NEWPORT BEACH REVISIONS CHECKED RAM DA1£ 2/10/98 PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 JN 38.01 I' I i 11