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Home My WebLink AboutS_5193_SCITY 01 COSTA MESA VICTOR!~ S, 0-11/D/CA!tS AH.tA SHOWN 011 LOCATION MAP VICINITY MAP NOi TO SCALE SYMBOL LEGEND 0 POW ER •□OLE MANHOLE FIRE HYDRl,NT METtH /:J0X ---------0-----VALVE -X-)<-X- 0 P0WE.R POLE ANCHOR M0NUUENT FENCE BLOC/<VI ALL TREE SH/WBBE/lY .4'.l .LLL -LLL .LLL ASi'l JALT l'AVEMENT : : : : : : I:', I:;', I::', BR!C/(WALK ~/////(///A BUil f)fNG EX!STING CONSTRUCTION PR0PE.RTY UNE NEW C0NSTHUCT!0N ---Ii_---CCNTCRUNC ----,----SEWER LINE ----\/-'I/ATER LI/IE --c--POWER LINE -TE'_--TELEPHONE LI/IE --TV --CABLEVISION LINE -SP --SPRINKLE(! SYSTEM STREET LIGHT ABBREV I AT IONS AC ASP.1-/ALT CONCRETE AB AGREGATE BASE ACP ASBESTOS CEMENT PlrE APP'D AfJPH0VtD AVE AVENUE tJC tJtGiN CUHVE. tJCH /:JtG!N CUHVE RETURN cw CMP CO/IC CONST DIP DEPT DWY DU F_ SLY CASI !HON PIPE CORRUGATED MET AL PIPE CONCRETE CONSTRUCTION DUCTILE IRON Pf PE DEPARTMENT DR/1/EWAY D/JCT EAST SOUTHERLY EC END CURVE ELECT ELECTRIC EX EXISTING FE ,L HOH I//T I/IV LF MJ /I //'LY NTS PCC pp PROP FLANGED END 1LANGED CND HOR/LONI Al INTERSEC/1011 INVtRI LINE.AR FEET MECN/WICAL JOINT NORTH NORTHERLY I/OT TO SCALE PORTLAND CEMENT CONCRETE POWER POLE PROPOSED PVC POLYVINYL CHLORIDE /PIPE! PVMT RCB RCP RT RIW sco SD SECT SHTS S'LY SMH ST STL TR TYP VCP PAVEMENT REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RING TIGNT RIGHT-OF-WAY SEWEF': CLCAN OUT STORM DRAIN SECTION SNEE.TS S0UTNERLY SEWER MAI/NOLE STF?EET STEEL TRACT TYPICAL V!TR!FIED CLAY PIPE VFRT VFRTICA/ W WEST W'U WESTERLY EMERGENCY TELEPHONE NUMBERS Underground Serv;ce Alert Cdll:. TOLL FREE l-800 4??-4137 TWO WORKJNG UAYS 8lJ UHL YOU OJG AGENCY NUMBERS S0UTNERN CAL/FOR/I/A GAS COMPANY SOUTHERN CAL/FOR/I/A EDISON COMPANY PACIFIC TFI EPN0NE COMPANY CITY OF NEWr'0flT DCAC/1 /UT/UT/CS DCr'T.! ORANGE COUNTY SAN!T AT/ON DISTRICT C0MCASI CA/3LtVIS/O/I COMMUNITY CABLE'//S/011 UNDCRG.R0U/ID SCRvlCE ALCRT 634-0251 895-0221 611 644-301/ 962-24// 542-6222 54?-597.5 AFTFR fi.{)0 PM (20-4040 !·800·422-4133 LOCATION MAP SCALE, !" 0 200' PUBLIC WORKS DEPARTMEI\JT APPROVED: @UJJ lL lL W C-3566 DATE: PtJBLIC('..WORKS DIRECTOR R.C.E. 36106 cE_,u,_//8~ DATE: --------UTILITIES DIRECTOR I APP90VAL RECOMMENDED: CITTINGINPE' RCE 24967 R.C.E. 25553 / BASIS OF BEARINGS: THE SEP.RINGS S+JW~ HEREON ARE BASED ON THE BE1\RING ~I: I Wl:l:N □cs HOH !LO~ I AL CONTROL STAT Im GP,, NO 1528 AND NO 6292 DE I NG N35'43'21 "W PFR RFCnRns o, FILE IN THE OFF ICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK; ELEVA Tl o~s ARE B.4SED UPON OR Iii CE COUNT' SURVEYOR BENCHMARK 1,0, NB1-26-71 BEING 85.61 FT PEF: NORTH AMER:CAN VERTICAL DATUM OF 1990 INGVD 291, OCS 1995 ADJUSTIENT !. 2. 3. 4. 5. ?. 8. 9. /0. II. 12. 13. 14. 0 0 0 0 0 0 GENERAL NOTES THE C0NSTi?UCTI0N 01 ALL PUBLIC IMPR0VCMCNTS SI /ALL C0N,0RM TO Ti/C REQUIREMENTS OF TNE NEWPORT BEACH COi/ST RUCTiON STANDARDS.STANDARD SPECIAL PRCV/S/ONS, OE.SIGN C.R!TFRIA, ST A/lfJAR0 DRAW/I/CS AND Tf/C STANDARD SPE:CJFICATI0NS FOR PUBLIC WORKS C0NSTRUCTI0N,/994 EDITI0N,AND SUP/-'Lf.MtNI S. STATION/IVG RC,CRS TD CENTERLINE OF PIPE_ EXIST/1/G UNDERGROUND UTIL/i!ES ARE SNOW/I AS PER AV NLABLE FIE.CORDS.THE CONT RAC/ OR SHALL f3t RESPONSIBLE FOR VERIFYING TNE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEG/NNIIIG CONSTRUCTION OF NEW FACILITIES. STATIONS SNOW/I THUS [0,00J ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL 0TNER STATIONS. T.HE WALLS AND FACF OF All FIFVATI0NS GRFATFR THAN FIVE !5!FEET Ill DEPTH SNAU RF FFFFCTNFIY GUNlDED B)' A SNORING SYSTEM,SLOPING OF TNE GROUND DR OTilE.R E0UNALENT MEANS.TRENCHES OR EXCAVATIONS LESS TNAN FIVE 15) FEET IN DEPT,'/ SNALL ALSO BE GUARDED WNEN EXAMINATION INDICATES TNAT NAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. TI-/E C0NTRACTORIS!SNALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TF/ENCN WORK AS DESCRIBED IN 110.5 ABO'✓E FROM CAL-OSHA. ALL SEWER PIPE SN ALL BE BEDDED PER DETAIL A ON SNEET 15. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SH1\LL BE MANUFACTURED PER ASTM 03034 SDR 35 OR ASTM F-789.ALL FITTINGS SNALL PFIEFABR!CATED FULL-BODY F.ITT/NGS.P'✓C SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED RDCI< FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF THE Pl.□E AND SNALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF BAC,ZFILL PRIOR TO CONTRACTOR PERFORMING M0DlnCATIDNS AND RCPA/,RS TO TNE C.S.C.O.C.MANH0LE STRUCTURES,COIITRACT0R SNALL OBTAIN A PERMIT AND ASK FOR INSPFCTI0/1 RY C.SD.0£. CONS/ RUC/ ION DIVIS/OIi Al ((/4! 962-24/1 E.XT.5113. ALL SEWER LINES TO BE O'WNED.0PERATED N/D MAJNTAINED BY THE CITY OF NEWPORT BEACN SHALL BE VIDEO INSPECTED AFTER CLEANING AND MN/DR/LUNG. ALL 1//DE0 INSPECTION SHALL /:JE PERFORMED BY THE CITY UTILITIES PERS0NNELANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE,DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL A/ID VIDEO, PRIOR TO ACCEPT NICE. WHERE SE'IIER LATERAL TREIICNE.S ARE LOCATED WITHIN 5° OF EACH 0THER,THE PAVE.Morr SECTION BETIIEEN TNE LATE.RALS SHALL BE RECONSTRUCTED. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE Of H0AD CLOSURES.AT (714! 644-3106. TNE CONTRACTOR SHALL REQUEST iNSPECT!0N FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK_ 644 3311 FOR PUBLIC W0RKS,644-30/i FOR UT/UT/ES_ THE PUBLIC W0R/(S DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND ,0 RI0R TO •□LACEMENT OF ANY CONCRETE FOR CURB NID GUTTER SO THAT TNE FORMS CAIi BE CNECKE0 FOR LINE AND GRADE NvD C0MPl,R/\EJILITY WITH EXISTING CONSTRUCT/ON. SEWE.R,WATER IWD STORM DRAIN LINES 0/STNICES SHOWN IN PF/OF/LE ANO IN THE ESTIMATED QUANTITIES ARE H0RIZ0NT1\L DISTANCES. C011JSTRUCTION NOTES INSTALL 8-/NCH PVC G/'IAVITY SFWFR PIPE !SDR-35!. BACKFILL. BEDDING AIID TRE.1/CH RE.SUR, ACING PEF/ CITY STD-I06-L SUBSTITUTE ·½" CRUS/iE0 ROCK IN LIEU OF S,~ND FOR PIPE BEDDING CONSTRUCT 48-/NCH SEWER MANHOLE PER CITY S/D-40/·L INSTALL /2-/NCH STE.EL CASING wrrI-1 70 Lt. 8-/NCH (SDR-35) SEWER PIPE INSTALL I/EV/ 4" PVC /SDR-35! SEWER LATERAL AND CLEAN0UT PER CITY STD-406-L LATERAL SNALL BE INSTALLED PERPENDICULAR TO THE 1/EW SEWER MAIi/. BACKFILL BEDDING AND TRENCH RESURFACING PFR DETAIL ON SHEET 2. SUf3SI ii U/ t 3/s" CRUSNED RUC/i Ill LIEU OF SAND ,OR Pl"E BEDDING ABANDON EX!ST/1/G SEWER MAIN IN PLACE. FILL ABANDONED SEWER MAIi/ WITH SLURRY CONNECT NEW GRAVITY SEWER PIPE TO EX/ST/1/C MAN/iOLE PER CITY STD-40/-L PLUG OUTLET TO WES/ AN!J HtCl-/ANNEL MA.~N0LE CONTRACTOR SHALL V/RITC IN Tl/C ACTUAL /'ir'E STATION VINE.FIE TNE NEW SEWER LATER/IL FOR THIS ADDRESS C0/11/ECTS TO TNE NEW SE.Wt:F/ MAIN INST ALL I6-I1/C/i SLEEVE AT PROPERTY U//F REMCIIE MANHOLE ,'l/NG AND COVER /\ND FHL wrrH SAND SHEET IND£)( SHEET DESCRIPTION TITLE Sf/ECT 2 /-'L~N AND /-'HOF/LE APPROVED DATE 1ro~Es~1G~N~Eo_~Ac.c._',--0R_A_11" __ ~Ac+-□-A_TE~_s_i ~------□-E_sc_m_PT_rn_N _____ ~_A_PP_'□--1 CITY OF NEWPORT BEACH ,___s_-_5_19_3_-s _____ cHEcKrn I □ATE RcviswNs Pusuc woRKs DEPARTMENT M,JS 09/10/02 Sll[[T 1 01 2 \ . 0 ® -: :!:.J::.::e.:: -" ;:_ ~" 10 BEGIN CONSTRUCT/ON 2 ST AT/ON lo«J[JO ~ r, . . . ; ' ' '' . -' . -. 207 I I CONSTRUCT/ON NOTES INST ALL 8-INCH PVC GRAVITY SEWER PIPE (SDR-35). BACKFILL BEDDING AND TRENCH RESURFACING PER CITY STD-106-L SUBSTITUTE %' CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING CONSTRUCT 48-INCH SEWER MANHOLE PER SITY ST0--401-L 0 INSTALL 12-INCH STEEL CASING WITH 70 LF. 8-INCH (SOH-35! SEWER PIPE 10+25 10+50 10+75 2 J J LIMIT OF CONSTRUCT/ON 12-INCH STEEL CASING WITH 8-INCH !SDR-35! SEWER PIPE ST A. 10+55,00 0 INSTALL NEW 4" PVC !SDR-35! SEWER LATERAL AND CLEANO/JT PER CITY STD-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL ON SHEET 2. SUBSTrTUTE ½" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING ABANDON EXISTING SEWER MAIN IN PUCE. FILL ABANDONED SEWER MAIN WrTH SLURRY CONNECT NEW GRAVrTY SEWER PIPE TO EXISTING MANHOLE PER CITY ST0-40/-L PLUG OUTLET TO WEST AND RECHANNEI MANHOLE 215 11 LIMrT OF CONSTRUCffG[/ 12-INCH STEEL CASING .WITH 8-INCH (SDR-35! SEWER PIPE S LES IZ: VERT: r = 4' 11+25 11+50 ST A. 11•25.00 z~ ~c:-. I" • 10' scAu-· 0 CONTf!ACTOR SHALL WRITE IN THF ACTUAL PIPE STATION WHERE THE NEW /SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW ... _ -SEWER MAIN @ INSTALL 16-INCH STEEi SLEEVE AT PROPERTY LINE @ REMOVE MANHOLE RING AND COVER AND FIIL WITH SAND 11+ 75 \ DATE BY 12 ''t.::.:- END CONSTRUCT/ON STATION 11•87.08 EC 223 DESCRIPTION REVISIONS 6 APPROVED DAT APP'□ DESIGNED CHECKED EE R.C.E. NO. 46214 "l-\<a-.. 1... DRAWN AC AC DATE MJS 09/10/02 C--3566 BUCK GULLY SEWER BY-PASS & SIPHON ABANDONMENT PLAN & PROFILE 207 TO 223 EVENING CANYON ROAD CITY OF NEWPORT BEACH S-5l93-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 2