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HomeMy WebLinkAboutW_5304_SCITY OF COSTA MESA \1CTORIA ST JOHN WAYNE >,1 AIRPORT ~"'" ~ {, <f' ._,r -,- ,;,; 'J' 4p CITY OF IRVINE UNl'o'ER9TI ~ if/ t,.'/t. FCR(J RO -BoNir,,, c~'<~ ~ ; ~ /, Nf:WORT j .f~ ~ BALBOA ISLAND Bl 11) CfNTER ~ JOAOIJIN Hlll.S # 1)11. PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POl.E QSMH SANITARY SEYIER WAHHOl.E 'tj FlRE HYDRANT □'Ml WATER WETER BOX QGW GAS WETER • -x-x-x- VAI.Vf. POWER POl.E ANCHOR WONUWENT FENCE ==== BLOCKWAU.. 0 TREE Cl O SHRU88ERY ___ --. ASPHALT PAVEWENT ::!:::':';:(;':] BRICKWAU< 1,· · ·I CONCRETE ~<<<<<tltta BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---l.---CENTERLINE ----S----SE't1ltR UN£ -----W---WATER UNE -G-CASUNE -· -E--POVIER LINE 0: • STREET LICHT SIGN BORING 0CfAN ,. ABBREVIATIONS AC ASPHALT CONCRETE AB ACCRECA TE BASE ACP ASBESTOS CEMENT PIPE ARV AIR RELIEF VAL Vf. BC BEGIN CURVE eccc BIG CANYON COUNTRY CLUB CATV CABLE TV OP CAST IRON PIPE CMB CRUSHED l'ISCfJ ! ~EOUS BASE CMP CORRUGATED WITAL PIPE co o..EANOUT (SEWER) 00' DUCT1l£ IRON PIPE OWY ORl\£WAY E EAST EC ENO CURVf. FE fl..ANGEO END Lf LINEAR FEIT MJ WECHANICAL JOINT .. N NORlH NBCC NEWPORT BEACH COUNTRY CLUB PCC POR1LAND CEMENT CONCRElE pp POIO POU: PVC POLYv1N'tl CHLORINE (PIPE) RCS REINHlRCED CONCRaE BOX RCP REINFORCED CONCRaE PIPE RW RESILIENT ~ R/W RIGHT Of WAY s SOUlH sco SEll£R CLEAN OUT so STORM DRAIN STL STEEL SW SIDEWAU< VCP 'vi TRIFlED CLAY PIPE SHEET INDEX SHEIT NO, ll£SCBIPDON TITLE SHEET 2 BCCC SITE PLAN, MECHANICAi. PLAN & SECTIONS 3 N8CC PLAN, PROFILE & DETAILS 4 N8CC DETAILS EMERGENCY TELEPHONE NUMBERS }J \ 1 e ~ rGti. RoAD PROJECT LOCATION (SWIVEL ELL) NEWPORT BEACH COUNTRY CLUB AGENCY TELEPHONE DIAL TOLL FREE 1-800-422-4133 PUBLIC WORKS DEPARTMENT GREEN ACRES PROJECT DOMESTIC SWIVEL ELL CONNECTIONS FOR NEWPORT BEACH AND BIG CANYON COUNTRY CLUBS APPROW>: APPROW>: V) =i r :z: :::, C, ::::, ~ :z: tli C-3698 • OAlE: DAlE: PROJECT LOCATION {SWIVEL ELL} JAMBOREE. RO. BIG CANYON COUNTRY CLUB s!ulot r I LOCATION MAP PROJECT LOCATION (EMERGENCY DW CONNECTION) NOT TO SCALE GENERAL NOTES 1. ALL 'NORI( DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OlHERWISE STATED IN THE CITY'S STANDARD SPEC!AL PROVIS!ONS. OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH lliE "STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AHD SUPPLEMENTS TO DATE. 2. EXISllNG UNDERGROUND UTILITIES ARE SHO~ AS PER AVAILABLE RECORDS. lHE CONTRACTOR SHALL BE RESPONSIBLE FOR 'lffilf)'ING lliE ACTUAL LOCATION ANO ELEVATION IN THE FJELD PRIOR TO BEGINNING CONSTRUCTION Of NEW FACILITIES. 3. STATIONING REFERS TO PIPE STATIONS UNLESS OlHERWISE INOICA TEO. 4. THE WAL.LS ANO FACE OF AU. EXCAVATIONS GREATER lHAN AVE (5) FEET IN OEPlH SHALL BE EfFECTiliELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQU!VALENT MEANS. • TRENCHES OR EXCAVATIONS LESS lliAN A'>£ (5) FEET !N DEPTH SHALL ALSO BE GUARDED v.tiEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MO~ENT WAY BE EXPECTED. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERWIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROl,I CAL -OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY Of NE'M'ORT BEACH ST0-106-L, AND AU. SANO USED FOR BEDDING SHALL BE M!NIMUlil 30 S.E. 7. ALL WATER WAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL ~2 WIN.) UNLESS OlHERWISE SPECIFlEO. ALL WATER MA!N FlTTINGS SHAU. HAVf. AN 8 mm LOOSE Pa. YElHYLENE ENCASEWENT PER SECTION 207-9.2.6 Of lliE STANDARD SPECIACATION. POLYETHYLENE SHALL BE TIGHTLY 'IIRAPPEO AND TAPED TO PIPE WITH 10 mm VIN'tl TAPE. 8. lHRUST BLOCKS SHALL BE INSTALLED ON AU. WATER MAIN ATTINGS 1N ACCORDANCE Willi lliE CITY Of NEWPORT BEACH STD-510-L 9. WATER MAIHS SHALL HAVE A WINIMUM OF J6" OF COVf.R FROM AN!SHEO SURFACE. 10. THE CONTRACTOR SHALL NOTIFY lHE ARE DEPARlMENT ~ HOURS IN ADVANCE OF A SHUTTING OFF Of ANY FIRE HYDRANTS AT (714) 644--3106. 11. THE CONTRACTOR SHALL NOTIFY lHE FlRE DEPARlMENT ~ HOURS IN ADVANCE Of ALL LANE CLOSURES. 12. ALL FLANGE JO!NNTS SHAU. BE JOINED UTILIZING TYPE 316 STA!NLESS STEEL NUTS, WASHERS AND HEX- HEAD Ba.. TS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 13. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER lilAIH CONSTRUCTION SHALL HAVf. AU. THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL 14. PIPE HARNESS ASSEMBLIES, VAL.'>£ ANO FlTTING RESTRAINTS ANO SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TIPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES ANO OlHER HARDWARE MAY BE CARBON STEELS OR DUCTILE !RON WliERE APPROPRIATE, BUT MUST BE COATED UBERALL Y WITH CORROSION PROlECTIVE lilASTIC COMPOUND. 15. BOLTED CONNECTORS FABRICATED FROM TIPE 316 STAINLESS STEEL SHALL HAVE AU. lHREADED PARTS COATED LIBERALLY Willi AN APPROVED ANTI-SIEZE COMPOUND. 16. AU. BCtTED ANO lHREADED FASTENERS SHALL BE WANUFACTURED IN THE UNITED STATES OF AMER!CA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGlH, MATERIAL CONSTRUCTION AND DIMENSION AS EST"8USHED BY lliE ASlM ANO ANS! SPECIFlCATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY \\RITTEN CERllFlCATION FROM lHE M~UFACTURER. 17. THE CONTRACTOR SHALL REQUEST INSPECTION FROM lHE PUBLIC WORKS DEPARlMENT 48 HOURS IN ADVANCE OF PERFORM!NG ANY WORK AT 644--3311 FOR PUBLIC WORKS, ANO 644-3011 FOR UTILITIES. lliE PUBLIC WORKS DEPARTMENT !NSPECTOR SHAil. ALSO BE NOTIFlED AFTER PLACEMENT Of FORWS ANO PRU~ TO PLACEMENT Of ANY CONCRETE FOR CURB AND GUTTER SO lHAT THE FORYS CAN BE CHECKED FOR LINE AND GRADE AND COMP A TIBIUTY Willi EXISTING CONSTRUCTION. 18. WATER UHE D!STANCES SHOWN ON lHE PLAN AND IN lHE ESTIMATED QUANTITIES ARE HOR!ZONTAL DISTANCES. 19. ALL MECHANICAL JOINTS SHALL BE INSTALLED Willi RETAINER GLANDS. 20. CONTRACTOR SHALL VERIFY DEPlH AND LOCATION Of ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 21. THE CONTRACTOR SHAU. INSTALL ON NEW PVC WATER MAIN A 1D GAUGE INSULATED TRAONG WIRE PER THE INSTRUCTIONS FOR UTILITIES REPRESENTATIVE, LOREN LOVE (949) 718-3410, PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CllY OF NEWPORT BEACH AND TETRA TECH, ITS EMPLOYEES, OFFICERS, AND AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY NolY PARTIES ARIS 1NG FROM, OR RELATED TO, At-N AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEY'S FEES, RESULTING FROM !NTERFERENCE WITH, !NTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE !NSTAI..LAT!ONS AS DEFINED IN GOVERMENT CODE 4-216.1 (J), WHICH !S UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER !N PROVIDING ITS SERV!CES. DISCLAIMER THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REUSED FOR J4H'( OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDITIONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILilY OF THE USER. THE ACT OF ALTERING OR REUSING !S CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENG1NEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CL.AJMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. JOB SITE SAFETY BY ACCEPTING TH!S CONTRACT, CONTRACTOR HEREBY RELEASES ANO AGREES TO. !NDEMNIFY, DEFEND, HOLD HARMLESS CllY OF NEWPORT BEACH, BIG CANYON COUNTRY CLUB, NEWPORT BEACH COUNTRY CLUB, TETRA TECH (HEREINAFTER ENGINEER), THE!R PARENT AND SUBS!DIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR At-N AND ALL DAMAGE TO PERSONS OR PROPERlY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH Cl.AIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACT!VE OR PASSIVE, OF CITY OF NEWPORT BEACH, BIG CANYON COUNTRY CLUB, NEWPORT BEACH COUNTRY CLUB, ENGINEER, THEIR PARENT ANO SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES, EXCEPTING ONLY THE SOLE NEGL!GENCE OF CllY OF NEWPORT BEACH, ENGINEER, THEIR PARENT Nol□ SUBSID!ARY COMPAN!ES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ., 8 C, '.;-'"' ALL CLAIMS, DEMANDS, ACTIONS, OR LIABIL!lY FOR INJURIES, DEATH OR DAMAGES OCCURRING AFTER COMPLETION OF PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOl.1PLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE !NSURANCE POLICY OR POSITION TAKEN BY J4H'( INSURANCE COMPANY REGARDING COVERAGE. ::r --........ .n 0 - .. . EXIST 12" OW PIPE (F'VC) REMOVE EXIST. THRUST BLOCK AND DI. CAP. ( "'<", I I I I I I I I J rEXIST. B" RW ri PIPE (DIP) I I I I I l EXIST. FENCE EXIST. 6' CHAINLINK FENCE W / WOOD SLATS. REMOVE AND REPLACE INTERFERING PORTIONS IN 1'-6" 2·-10· ---+--- -,I',- I 1'-o· 1 ,,, I I X ,;ff I:! X--.------'ll:::,;,..,..-l4+~-+-----l-r---t-M---+----------H---~+-il-➔--c..,---l<~---l!r-'­ I Z I ,--EXtST. PS BLOG. KIND.~ l ~ f NW w VJ • 9 ;,, ----\ ------- 6'-6" PLAN ~ SWIVEL ELL SCALE: 1 /2" = 1 '-0" A liji + ---FO ---+1---7110 ----·--FO -------FO ~ I I I I uJ G) ISf. 6'1ellti-e+W~+---1L 1~'~MBORE_:__ RD -16"W-J- ,FENCE W/ WOOD SLATS. I i ! 1 j_' REMOVE AND REPLACE I : I INTERFERING PO~NS OF ___ I oot------T------T------T-F li~CE IN KIND. fo= ~ in 13i\----:1 I REMOVE AND DISPOSE EXIST. PIPE REMOVE AND DISPOSE VERTICAL FITTING, ABANDON IN PLACE EXIST. ANCHOR BLOCK 16' " SWIVEL ELL PER DETAIL A EXISTING CITY RW BOOSTER PUMP STATION (PROTECT IN PLACE)-~ BIG CANYON COUNTRY CLUB SITE PLAN SCALE: 1" = 5' - --- - -0 5 10 6 1 • 0 I <D GRADE PAD FLAT (90" RELATIVE I COMPACTION) AND PLACE 4" THICK!' LAYER OF CLEAN SAND (SE JO) --+-~ 5 #4 REBAR (lYP) AT EACH HOOK r -(14 REBAR {TYP) AT EACH HOOK I r EXIST CONCRETE / PAD BEYOND J/8" PLATE 17 7, 11 1 1/2" (lYP.) r 11 '--,----+--.,,... 5/8" Pl.ATE -~~t~~~=:~~-:--4-5/8" DIA. ANCHOR BOLTS W/ NUTS & LEVELING NUTS 4-5/8" DIA. ANCHOR BOLTS W/ 3/4" DIA. HOLES IN MOUNTING PLATE 1 1/2" NON- SHRINK GROUT • 6" 11 . • l I • I I •• d • 11 ' • , d • . 6" 6" 18" SIDE VIEW 11 J-#4 TIES _£:::_---t~-+~r-....;_t---1H-... ~ _)} 0 J" AT TOP OF PEDESTAL f/4 DOWELS 0 6" MAX. (6 TOTAL.i---t--t ~ C..) 4 ,, "' I I J" CLR. <f d <l <1 <l <f 4 <f All d <f , <f <l 4 4 <1 4 <f , <I ll 4 " d </ <f 4 STANDARD HOOK (TYP) CONCRETE PAD PER DETAIL A GREASE BETWEEN PLATES 1 /2" THICK X 4 1 /2" WIDE NEPRENE BEARING PAD, DUROMETER 60 T t PIPE 5/B" PLATE 1:3 cl: :l: J" MIN. 4" X J/8" PLATE UNDER PIPE ,,,.-(14 TIES 0 (lYP) ~-ROUGHEN SURFACE J" CLR. lYP. 12· CONCRETE PEDESTAL PIPE SIZE A NOTE: B" &: 10" PIPE 2'-2" ,SIDEWALK I • ,,~, ,~-- ti) ' 12" THK CONCRETE SLAB #4 REBAR TOP AND BOTTOM, 12" EW, 2" CLR FROM TOP SURFACE AND J" CLR FROM ~ BOTTOM SURFACE. EXTEND BARS THROUGH CONCRETE ENCASEMENT ON RISERS. BARS IN CONFLICT WITH PIPE SHALL EXTEND A MINIMUM OF 8" INTO THE I CONCRETE ENCASEMENT _____ : 7 • • • " • • • • • SECTION A-A SCALE: 1 /2" = 1 '-0" CONSTRUCTION NOTES: ~ ~ I Z ;,, w· ~ ---------- © 8" DISMANTLING JOINT, DRESSER OR APPROVED EQUAL 8" D.I. BLIND FLANGE 12" LONG BODY D.I. (MJ) TRANSmON SLEE.VE 8" D.I. SPOOL (FLG X GE) 8" DI PIPE 8" DI 90' BEND (FLG'D) 8" DI 90' BEND (MJ) 12" D.I. PIPE 12" D.I. 90' BEND (MJ X FLG) 12" X 1 O" D.I. CONCENTRIC REDUCER (FLG'D) 10" X 8" D.I. ECCENTRIC REDUCER (FLG'D) FLAT ON TOP 12" D.I. 90' BEND (MJ X FLG) CHAINUNK FENCE PER OCPF&RD STD PLAN 600-0-0C (7' HIGH) 16' WIDE DOUBLE LEAF CHAIN LINK ACCESS GATE PER OCPF&RD STD PLAN 600-0-0C @ 10" REDUCED PRESSURE ASSEMBLY, (FURNISHED BY CITY) @ 8" VICTAULIC COUPLING (SlYLE 31) @ CONCRETE ENCASEMENT PER DETAILLD @) 10• D.I. 90' BEND (FLG'D) @ @ 10" D.I. SPOOL (FLG'D) @ 10" RW GATE VALVE W/ HANDWHEEL OPERATOR (FLG'D ENDS) 0 ___., @ @ J' WIDE CHAIN LINK ACCESS GATE PER OCPF&RO STD PlAN 600-0-0C @ THRUST BLOCK PER CNB STD 510-L-A @ 8" RW GATE VALVE WITH HANDWHEEL OPERATOR (FLG'O ENDS) @ J/4" SS TIEBOLT (2 REQ'O) STAR STN7 OR EQUAL W J/4" SS ROD (2 REQ'D) WITH s• HOOK (ALL THREAD) @ CONSTRUCT CONCRETE PIPE SUPPORT PER DETAI~ NOTES: 1. SWIVEL ELL IS A 90' BEND, DISMANTLING JOINT TO BE UNASSEMBLED AND ROTATED BETWEEN THE RECYCLED WATER AND DOMESTIC WATER MAINS. 2. CONTRACTOR SHALL COMPLETE AND PlACE SWIVEL ELL SERVICE (RW CONNECTION) WITHIN (1) 8-HOUR SHUT DOWN OF THE COUNTRY CLUB. THE CONTRACTOR SHALL NOTIFY THE COUNTRY CLUB 2 WEEKS PRIOR TO SHUT DOWN. THE CONTRACTOR SHALL USE HIGH EARLY STRENGTH CONCRETE, SUCH THAT THE CONCRETE WILL ACHIEVE 3250 PSI DESIGN STRENGTH BY THE END OF THE 8-HOUR SHUT DOWN PERIOD. J. THE CONTRACTOR SHALL FlELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL POINTS OF CONNECTION AND CROSSINGS TWO WEEKS PRIOR TO INSTALLATION OF PIPE. 4. THE MINIMUM THICKNESS FOR DIP WITH FLANGES OR SPOOLS FOR VICTAULIC COUPLINGS SHALL BE CLASS 53, THE MINIMUM THICKNESS OF DIP SHALL BE CLASS 350. 5. ALL ABOVE GROUND PIPING, VALVES AND FlTTINGS SHM.L BE PAINTED WITH A ALKYD ENAMEL PAINT S'TSIEM CONSISTING OF A 2 MIL PRIMER COAT AND TWO COATS OF 2 MILS (EACH) HIGH GLOSS ENAMEL COLOR SHM.L BE BLUE FOR DOMESTIC WATER AND PURPLE (PANTONE, 512) FOR RECYCLED WATER. • <O \ @ • 0 I <O \ ', '\@~- \ ~~ • .,., • ' ... • ., @ • • • ' I .,., , . . ' <O g IZ .,., w • a -@ 12" THK CONCRETE SLAB (14 REBAR TOP AND BOTTOM, w • VJ .. • @ 12" EW, 2" CLR FROM TOP SURFACE ANO J" CLR FROM BOTTOM SURFACE. EXTEND BARS THROUGH CONCRETE ENCASEMENT ON RISERS. BARS IN CONFLICT WITH PIPE SHALL EXTEND A MINIMUM OF 8" INTO THE CONCRETE ENCASEMENT GRADE PAD Fl.AT (90" RELATIVE COMPACTION) AND PLACE 4" THICK LAYER OF CLEAN SANO (SE JO) 12" THK CONCRETE SLAB f4 REBAR TOP AND BOTTOM, 12" EW, 2" CLR FROM TOP SURFACE ANO J" CLR FROM BOTTOM SURFACE. EXTEND BARS THROUGH CONCRETE ENCASEMENT ON RISERS. BARS IN CONFLICT WITH PIPE MINIM CONC SHALL EXTEND A UM OF 8" INTO THE RETE ENCASEMENT ' SECTION B-B 8'4"± SEE NOTE J • <O I ;., ' @ --·v ....._.,.,, ' '-..,_ ( --1 <- 2· -1 o· ® . . . ,--- ' ~'51 F1NISHED GRADE J'-0" © @ ' 4' EMBEOM • 0 I ID I FINISHED . -! OF ss ENT IN ROD f GRADE \ • f:i I • 001::::f ' I I l!li!j': . ., . , , .. , ., I , . • • " . \ _,,,_ .... ,,_.J, '·',· _,,.'. ·J. ·' ' . I • , -' i , " l -. GRADE PAO Fl.AT (90'.!C RELATIVE , . , I • AND ,,, COMPACTION) .! I .!. PLACE 4" THICK I ... • .,., I "' SCALE g LAYER OF CLEAN z SAND (SE JO) l,J l,J VJ CUT AND REMOVE INTERFERING I PORTIONS OF THE EXIST. e· DIP. CONNECT TO EXIST e· DIP. r:--. ,---+---TOP OF PIPE " V ,, ' " ®--·-·· --~·"· 0 --- -- ---2 1 0 1 2 J 4 • , i , .@·· ' . " ' . , , " . •' , I l ~ 0,-""7' r' I , . [ ,' • I • 0 ,, 0· © I -• ~ • SECTION C-C 6. INSTALL SIGNAGE ON CHAIN LINK ENCLOSURE PER PROJECT SPECIFICATION SECTION 207-27.5. TWO SIGNS REQUIRED. 7. THE CITY SHALL PRE-PURCHASE THE REDUCED PRESSURE ASSEMBLY TO BE INSTALLED BY THE CONTRACTOR. SEE SPECIFlCATION SECTION 4-1.1. . . ? f'J CONCRETE __ ......_ __ (TYP) . '' I , • , © • , ' , , " , . i . '11~-r 11· • • '.i}).!. , -• . ..l . 0 , . '."\ I a ' <O . . • . . -0 , , , . • I • @ f4 REBAR (TYP) ,-AT EACH HOOK . , .. 1. MINIMUM COMPRESSIVE S11RENGTH FOR CONCRETE SHALL BE 2500 PSI AT 28 DAY$. AGGREGATES SHALL CONFORM TO ASTM C-33-86. CEMENT SHALL BE lYPE V PORTLAND CEMENT CONFORMING TO ASTM C150-86. _______________________ ..,..._"l""" __________ .,... ___ .,.,.,.~--.,..------,-----=------------...i.-----4. ,, '' ·' GREEN ACRES PROJECT Pl.ANS PRE PARED er ,-----. TETRA TECH, INC. 16:241 loguno Canyon Rood, Sui!~ 200 CONCRETE s~~~~s SUPPORT EB DATE Irvine, Colifornio 92616 f:1~~ ;~;=~g:~ FAX t--+--+-------------+---1 DO Tl_7 :_Z.t:_o4 __ _ ~ .. &A DATE BY DESCRIPTION b('il)fv I t-------------------....i.--l';,;;;-7;;7.,,---"--f-;-c;,c;--"-----i REVISIONS '' ;; :. ·,•, .. A.PP'O MWB PJW f:l-H ("'), f '.' 11 fl ·r TlE 04 0,1 DOMESTIC SWM:L ELL CONNECTIONS FOR NEWPORT BEACH & BIG CANYON COUNRTY CLUBS BCCC SITE Pl.AN MECHANICAL Pl.AN &: SECTIONS CITY OF NEWPORT BEACH w-530f--s DIJBLIC WOP><; DlP•PTM('iT SJjff.f 2 Df 4 ... ""' ..s E 12• n11 CL 35c ......... ,..-;; ;.";" ... PIPING B" PVC PIPE. C-900 Cl 200 -· 145 n<fAJL -1 '\ r'C.11 I IP I 2 \ \_ 5 / ' j ' - r ~n,...,I. ... . U1' .l'C l-----------+-+-----+------i------------t----r-'E-'-'"'"•E--!?-lP1o-<"--+--1----------1 I - ------ 135 125 BF l I] ~ ~ oc g; "- [._ .'I \_ ) =! l;.i w - VJ 10 ING: N 2'3 '1B" E N B 21'42" .--, I I -• 11 PROFILE PIPING PLAN SCALE: 1" = 20' 'l ..... 0" v ~.P -..... --I ~ N,a· :z; ...J 0 mo 6 5 ~ '? "': C 9 "' tn!m~ ~ t') .... a:= ; I;; ~ ;,~ ~ ~---;:: R- < ~I~ ?2::: Q_.I . -· "' ~-o 0 wtn zz f.:: ,·. ( ' \ i I \ I I I I I I I I I !f ! I : / I i ! I 1' I I I , ' I ' ,' / I ' ! : J I / • i ,I ' (13117) -E? :Z I ,- 1 I 0----J : 19• -o· I I - 1 ~:..+1"°""--..-111---+ / ~ 1,l..i-11'@ ~ --~ID:-(; -... +OHICJ. ---~ __ JJ) : 16 ~ i· J 64)(3)(3) d ®t~l~_J \ @ CONSTRUCT REINFORCED CONCRETE ANCHOR W/ © SS TIE BOLTS AND TIE ~ ROOS 1'S SHOWN IN DETAIL~ 4'-0" (t 132.50 I PLAN CONSTRUCT REINFORCED - CONCRETE ANCHOR W/ SS TIE BOLTS AND TIE RODS AS SHOWN IN DETAIL EB _----1 .... 1#4 BARS-~~ ' ,I iO 12· o.c. -:o i EACH WAY \~ L REGRADE f>AD FLAT (90% RELATIVE COMPACTION), PLACE 4• THICK LA'rrR OF CLEAN SAND (SE 30) SECTION PRV AND RP ASSEMBLY /' 1 " SCALE 3/8" = 1 '-0" "\. ..I ' - NOTES: A. ALL ABOVE GROUND f>IPING, VALVES AND FITTINGS SHALL BE PAINTED WITH A ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIMER COAT AND TWO COATS OF 2 MILS (EACH) HIGH GLOSS ENAMEL NOTES TO CONTRACTOR: 1. THE CONTRACTOR SHALL FIELD VERlfY THE HORIZONTAL ANO VERTICAL LOCATION OF ALL POINTS OF CONNECTION AND CROSSINGS 1WO WITl<S PRIOR TO INSTALLATION OF f>lf>E. 2. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING TREES, EXCEPT ~ERE NOTED ON THE PLANS. 3. CONTRACTOR SHALL REMOVE AND DISPOSE INTERFERING PORTION OF" TREE ROOTS FOUND DURING CONSTRUCTION. CONSTRUCTION NOTES: COLOR SHALL BE BLUE FOR DOMESTIC WATER. 4. CONTRACTOR SHALL PROTECT IN PLACE EXISTING RETAINING WALL FOOTING. THE FOOTING SHALL NOT BE EXPOSED AT ~ TIME. THE CONTRACTOR SHALL USE SHORING TO MAINTAIN 12• (MIN ) OF SOIL ABOVE AND. ADJACENT THE FOOTING. THE OUTSIDE EDGE OF FOOTING IS APf>ROXIMATELY 1'-9" FROM THE OUTSIDE FACE OF WALL THE TOP OF FOOTING IS AT APPROXIMATELY 135.67. G) ® 0 8" C-900 PVC f>IPE, CL 200 12" D.I. Plf>E (FLGxPE) 8" D.I. SPOOL (FLG X GE) B. THE MINIMUM THICKNESS FOR DIP WITH FLANGES OR Sf>OOLS FOR V!CTAULIC COUPLINGS SHALL BE CLASS 53. THE MINIMUM THICKNESS OF DIP SHALL BE CLASS 350. 5. CONTRACTOR SHALL f>ULL JOINTS AS APf>ROPRIATE. CONTRACTOR MAY HAVE TO INSTALL SHORTS (PIPE CUT TO ITT) IN ORDER TO ACHIEVE BEARING. © a• D.I. 90' BEND (FLG) 6. CONTRACTOR SHALL POTHOLE EXISTING 12· ACP TO VERIFY LOCATION or JOINTS PRIOR TO HOT TAP. HOT TAP MAY BE REQUIRED TO BE MOVED TO THf. SOUTH If IN CONFLICT WITH EXISTING JOINTS, @ 12" X B" D.I. ECCENTRIC (FLAT ON TOP) REDUCER (FLG'D) 7. CONTRACTOR SHALL LOCATE PRV ANO RP ASSEMBLY 7' EAST OF EXIST, 12" PVC PIPE. @ a• VlCTAULIC COUPLING (STYLE 31) 0 B" PRESSURE REDUCING VALVE, CLA-VAL MODEL 90-01 BSYKC WITH STAINLESS STEEL TRIM OR Af>PROVED EQUAL 8. INSTALL SIGNAGE ON CHAIN UNI< ENCLOSURE PER PROJECT SPEClnc>..TION SECTION 207-27.5. "!WO SIGNS REQUIRED. ® ® @ (jJ) @ @ @ @) @ @ INLET PRESSURE = 140 PSI± OUTLET PRESSURE = 95 PSI± 8" REDUCED PRESSURE !>SSEMBLY, (FURNISHED BY CITY) 9. THE CITY SHALL PRE-PURCHASE THE REDUCED PRESSURE ASSEMBLY AND Fl.OW METER TO BE INSTALLED BY CONTRACTOR. SEE SPEClnCATION SECTION 4-1. 1. e• TURBO METER AND STRAINER (FLG'D ENDS) WITH CUBIC FEET TOTALIZER, SENSUS W-3500 DR. (FURNISHED BY CITY) BASIS OF BEARING: 6" THK REINFORCED CONCRETE SLAB WITH #4 012" O.C. EACH WAY, 2" CLR. FROM TOP OF SLAB THE BEARING AT THE TOf> OF WALL ALONG THE WESTERLY MOST WALL OF THE cnYs PARKING AREA IS N 2·3a•,a· E AT A DISTANCE or 18.33' B" RW GATE VALVE WITH HANDWHEEL OPERATOR (,LG'D ENDS) ADJUSTABLE PIPE SUPPORT PER Cm' STD 522-L a• D.I. f>IPE (FLG X FLG) 8" X 4• DI TEE (FLG'D) PRESSURE GAUGE AND SAMf>LING COCK 8" DI 90" BEND (MJxPO) a• DI PIPE (FLGxPE) f>ER DETAIL EB COORD. ffi BENCHMARK NORTHING 2173730.64 2173712.33 EASTING 6065321. 18 6065320.33 THE ELEVATION AT THE TOP OF WALL ALONG THE WESTERLY MOST ! WALL OF THE CITY'S PARKING AREA IS 1 43.00 PLANS PREPARED BY, .\ ' ' I ' GREEN ACRES PROJECT TETRA TECH NC ~ _ / DOMESTIC SWIVEL ELL CONNECTIONS FOR 16241 Loguno Conyon Road,.Suil• 2~ r-----t----t-----------+----t '-◄'vl!IS ,,,,,i,,-1,,---. NEWPORT BEACH & BIG CANYON COUNRTY CLUBS Irvine, Colffornio 9261 B r , rt (949) 127-7099 • ' ," ,,,_, NBCC PLAN, PROFILE &: (9•9) 727-7097 FAX /4 rJ• ·, . $ .z_ +: of DETAILS ~JJ:-hPPhso~ -~~; DATE BY RE~:~:::r 1 0N C~J:L~Fw~;v~~~~~P!~~~H ,,,.:1 ';":'.r 4 APP'D ,'ji. f -' /1 ,'1 • I MWB [C,J ");l '":I<.! 'i •~ A 11 TLE 04/04 LIMITS OF 1-1/2" GRIND & 1-1/2" FINAL PAVING CAP SEE NOTES 1 ~D 2 F ORIGINAL SAWCUT TRENCH WIDTH + 24" /SAWCUT & TACK COAT (lYP.) ,/'"1-1/2" GRIND (lYP.) EXIST. A.C. PAVEMENT REPLACE A.C. P\IMT. WITH JURISDICTIONAL AGENCY'S REQUIREMENT PER TABLE 1 BACKFILL WITH JURISDICTIONAL AGENCY'S REQUIREMENT PER TABLE 1 FULL LANE PAVEMENT REPLACEMENT TABLE 1 A.C. PVMT. BASE AGENCY /STREET THICKNESS SEE THICKNESS BACKFILL SPECIAL REQUIREMENTS NOTES 1 AND 2 TRAVERSE TRENCHES EXISTING + 1 " EXISTING 2-SACK MIN. OF 25' EACH SIDE (SEE NOTE 7) + 1· CEMENT SLURRY OF TRENCH NOTES: 1. AC PAVEMENT REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT El!ISTING A.C. PAVEMENT. PRIOR TO PLACEMENT OF 1-1/2" FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT TRENCH REPLACEMENT SHALL BE COLD PLANE (GRIND) ALONG WITH THE ADJACENT AC PAVEMENT TO THE WIDTH NOTED IN THE SPECIAL REQUIREMENTS COLUMN OF TABLE 1 . 2. 'WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. 3. 4. 5. 6. 7. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAW CUT THE EXISTING PAVING 'TWELVE (12) INCHES BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF ,PERMANENT PAVING (INCLUDING BASE MATERIAL). IN ADDITION, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 1-1/2" (A MINIMUM OF AN ADDITIONAL 12" OUTSIDE OF THE TRENCH). THE PERMANENT PAVING SHALL THEN BE EXTENbED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PLACED. ALL STRIPING AND PAVEMENT MARKINGS REMOVED BY TRENCHING/REPAVING/GRINDING AND CAPPING SHALL BE REPLACED PER PROJECT SPECIFICATIONS. CONTRACTOR SHALL CLEAN THE STREET USING A SWEEPER PRIOR TO END OF ~ WORK DAY. CONTRACTOR SHALL RAISE ALL EXISTING AND NEW WATER/RECLAIMED WATER VALVES, SEWER/WATER/RECLAIMED WATER MANHOLES TO GRADE AFTER FINAL PAVING IS COMPLETED. TRANSVERSE TRENCHES ARE ANY TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, I.e. CROSSINGS OF STREETS, AIR & VACUUM RELEASE INSTALLATIONS, BLOW OFF INSTALLATION & C.P. INSTALLATIONS. DEPTH OF EXISTING PAVEMENT AND BASE SHALL BE AS SHOWN IN THE SPECIFICATIONS. PIPE 3" CLR (lYP BOTH SIDES, TOP & BOTTOM) (lYP BOTH SIDES) 11= •• =rr . Jrrr • REPAVING DETAIL EB • •. ~ N.T.S. 12" MIN. PARALLEL TO PIPE • 1--i-1-Hie-#4 REBAR TIES O 2' -0" ON CENTER 18" LAP . . _1jiil!cm m~ 1 !mW,,,, WIDTH OF TRENCH ~-CLASS "A" CONCRETE CONCRETE ENCASEMENT EB N.T.S. EXIST PAVEMENT TRENCH WIDTH /TRENCH RESURFACING (~ / PAVED AREA) PER DETAIL~ E~~~~r,----~~>~>'»~~~)::.~~~'~,'-"~-- ::<1/' /, BACKFILL. SEE NOTE 6 1. 2. 3. 4. 5. I ---!METALLIC WARNING TAPE / LOCATOR WIRE (PVC PIPE) PER PROJECT SPECIFlCATIONS WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. MINIMUM RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM TO ALL PERMIT REQUIREMENTS AND SHALL AT NO TIME BE LESS THAN 90,C. BEDDING AND BACKFlLL SHALL BE PER CITY OF NEWPORT BEACH STD-106-L ANO PROJECT SPECIFlCATIONS. TRENCH WIDTH SHALL BE O.D. + 12" MINIMUM OR O.D. + 20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. THE MINIMUM DEPTH FROM EXISTING FlNISHED SURFACE TO TOP OF PIPE SHALL BE 42-INCHES (IN UNPAVED AREAS) OR 48-INCHES (IN PAVED AREAS) UNLESS OTHERWISE SHOWN ON PLANS. 6. WITHIN STREET RIGHT-OF-WAY (SANTA BARBARA), BACKFlLL ABOVE THE BEDDING SECTION PER DETAIL 1 . FOR THE SECTION OUTSIDE OF THE PAVED STREET SECTION, BACKFILL SHALL BE NATIVE (IF ACCEPTABLE TO THE SOIL ENGINEER) OR IMPORTED BACKFILL, BOTH OF WHICH SHALL BE COMPACTIED TO A MINIMUM OF 90,C RELATIVE COMPACTION. 1YPICAL TRENCH N.T.S. 1 /2" BRASS TEE ___ __, SECTION EB QUID FILLED PRESSURE GAUGE W/RANGE OF 0-200 P.S.I. ASHCROFT OR APPROVED EQUAL /2" BRONZE CYLINDER COCK (W/0 THREADED OUTLET) 2" x 1/2" REDUCING BUSHING i==l------1/2" THREADED BRASS NIPPLE (SCH. 80 PVC)------;iii:::::i 2" BRONZE !:!ALL VALVE----.,. ~ INLET: MALE I.P.) OUTILET: F.l;P.) JONES J-11'61 OR EQUAL) PRES:SURE GAUGE AND N.T.S. D.I. REDUaNG FLANGE (2" X 9" O.D.) 8" x 4" FLANGED TEE SAMPLING COCK ED CONSTRUCTION NOTES: @ 12" 0.1. 90' BEND (FLG) LONG RADIUS @ 12" D.I. 90' BEND (PO) LONG RADIUS @ 12" 0.1. SPOOL (FLG'D) @) 12" D.I. SPOOL (FLG X PE) @ 12" 0.1. PIPE (FLG X PE) @ 12" 0.1. PIPE @ 12" BUTTERFLY VALVE W/ HANDWHEEL @ 12" DISMANTLING JOINT, DRESSER OR APPROVED EQUAL @ 12" D.I. BLIND FLANGE • <D I . N , Z d REMOVE lie DISPOSE OF EXIST. 1 2" PVC PIPE. SWIVEL ELL /r-(SEE NOTE 1) / _@(SEE NOTE 2) _, @ @ @ 12" LONG BODY 0.1. (MJ) SLEEVE CONCRETE ENCASEMENT PER DETAIL EB • 0 ~ROTECT IN PLACE -@ @ @ :11~ N CHAINLINK FENCE PER OCPF&RD STD PLAN 600-0-0C. (7' HIGH) ' ® 3' WIDE CHAIN LINK ACCESS GATE PER OCPF&RD STD PLAN 600-0-0C 12" BUTTERFLY VALVE W/ VALVE BOX COVER ANO RISER PER I j,... EXIST. 12· W (PVC) 21 I (SEE NOTE 3) ~ "' - CITY STD 511-L 12" DI 90' BENO (MJ•PO) LONG RADIUS 12" DI 90' BEND (FLGxMJ) LONG RADIUS 3'•3'x REQUIRED LENGTH CONCRETE BLOCK GENERAL NOTES: A. ALL ABOVE GROUND PIPING, VALVES AND FlTTINGS SHALL BE PAINTED WITH A ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIMER COAT AND 'TWO COATS OF 2 . MILS (EACH) HIGH GLOSS ENAMEL. COLOR SH.ALL BE BLUE FOR DOMESTIC WATER AND PURPLE (PANTONE 512) FOR RECYCLED WATER. B. MIN THICKNESS OF D.I.P. SHALL BE CLASS 350. MIN, THICKNESS OF DIP W/ FLANGES SHALL BE CLASS 53 3/4" SS TIE BOLT (2 REQ'D) STAR STAR SST7 OR EQUAL (TYP) 129.4:1:: F .. . . //// 3/4" SS ROD (2 REQ'D) WITH 6" HOOK ' . . . (ALL THREAD) • ~ . . . . . . .. . .. . . . . .. . . . . ' .. . .. • ' . . .. NOTES: • 0 I io . . .. . . . . . . . .. . . .. ' . . . . . . . .. . • • SECTION A-A 129:1:: FG 1. SWIVEL ELL IS A 90' BEND, DISMANTLING JOINT AND SPOOL TO BE UNASSEMBLED AND ROTATED BETWEEN THE RECYCLED WATER ANO DOMESTIC WATER MAINS. 2. CONTRACTOR SHALL COMPLETE AND PLACE SWIVEL ELL SERVlCE (RW CONNECTION) WITHIN (1) 8-HOUR SHUT DOWN OF THE COUNTRY CLUB. THE CONTRACTOR SHALL NOTIFY THE COUNTRY CLUB 2 WEEKS PRIOR TO SHUT DOWN, THE CONTRACTOR SHALL USE HIGH EARLY STRENGTH CONCRETE, SUCH THAT THE CONCRETE WILL ACHIEVE 3250 PSI DESIGN STRENGTH BY THE END OF THE 8-HOUR , 51-iUT DOWN PERIOD. 3. CONTRACTOR SHALL FlELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL POINTS OF CONNECTION PRIOR TO INSTALLATION OF NEW PIPE. ~ _---@ l m ill . . 10+00.00 .. •.· .. \. -Xn\-x-< I 1-X-X-X7 r @ I ..._,_,,. i ® /r. \~ SEE LIMITS OF L.,.> FENCE ON SHm 1 PLAN PLAN SWIVEL ELL CB 7'-0" de----------•--- ----· z 0 § I ~ 3/4" SS TIE BOLT ®(~) (2 REQ'D) STAR \ STAR SST7 OR \ EQUAL ' 129± FG J/4" SS ROD (2 REQ'O) WITH 6" HOOK (ALL THREAD) 'jl \ . ., . ·. . ' .. . . . ; ,i: I\,, •. BLIND FLANGE - " z z 0 u ...._ ........ ______ '. . .. \ \ ' • •••• . . I .... • .. \\\ ·\\·-REMOVE & DISPOSE OF ()(IST. I 12" PVC PIPE L PLACE 14 REBAR AT U.CH FACE, SPACED 12" O.C. EACH WAY (3" CLR. MIN. FROM SURFACE) (J'•J'• REQUIRED LENGTH) SECTION 8-8 GREEN ACRES PROJECT DOMESTIC SWIVEL ELL CONNECTIONS f'OR " NEWPORT BEACH & BIG OOffQN COUNRlY CLUBS NBCC DETAILS APP"D MWB ECJ CITY OF NEWPORT BEACH w • ' 'J•,, --. r.'1~1 ':Vr'.1 ['A q TLE 04 04 PUBLIC W0PFS [l[PhPH.IFNT 'HH 1 4 r,r 4 ... ....JI -I