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HomeMy WebLinkAboutS_5209_SC> <= 0 => ..J C C 0 -., = .c, "' '" ~ ~ 0 -"--0 0 cc "' -cri "' oi 0 -0 >s m :,: '" => ~ = "' "' -'\ 0 0 0 :\ "" "' /4-\ er 0. / = /3\ "' "' / /"?\ 0 0 0, /~\ "' ,,., I j\ -.,.,. ~ ~ ;; (\ u '" /1\ 0 '-Q. NO. / /..l SEWER NOTES A . THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL SEWER WORK SHALL CONFORM TO THE DISTRICT'S 'PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCT/ON MANUAL,' AS LAST REVISED. B: THE SEWER CONTRACTOR SHALL HAVE A COPY OF TH[ DISTRICT'S STANDARD SP[CIFICA170NS ON TH[ JOB. C. TH[ CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY. D. THE DISTRICT'S [NG/NEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR (949) 453-5615. E. A PRE-CONSTRUCITON CONFERENCE SHALL BE HELO 48 HOURS BEFORE STARTING CONSTRUCTION WORK. F. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. G. STATIONS SHOWN AS IO+OO.OOIARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. H. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. I. ALL SEWER MANHOL[ LIDS AR[ TO HAVE "IRWD' CAST THEREON AS SHOWN IN DRAWING S-4. J. THE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM AND LATERAL SEWERS TO THE PROPERTY CLEAN-OUT. PRNATELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED BY THE CITY OF IRVIN[ OR OTHER APPROPRIATE AGENCIES IF OUTSIDE TH[ CITY OF IRVINE. K. INFILTRATION AND AIR TESTING OF SEWER LINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENT:, AND "CONSTRUCTION MANUAL_" AS LAST REVISED. L. ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TfSTS M. PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE, AND THE BACKFILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. N. ALL SEWER MAIN LINES 6-INCH[S AND LARGER ARE TO BE INSPECTED BY THE DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MADE OF THE INSPECTION. 0. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH Tl[ DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. P BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL FURNISH TH[ DISTRICT WITH A SIT OF AS-BUILT MYLARS OF THE SEWER PLAN. Q. CURBS SHALL BE INSCRIBED WITH AN 'S" INDICATING LOCATIONS OF ALL SEWER LATERALS. R. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS. S. TH[ CONTRACTOR WORKING ON IRWD SEWER MAINS MUST HAVE A C-34 LICENSE OR OR A CLASS A CONTRACTORS LICENSE. T. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATER/NG PERMIT FROM THE STATE OF CALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF CONSTRUCTION. Plll'IATE ENG/l&1l'9 NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ANO ANY OTHER LINE OR. STRUCTURES NOT SHOWN ON PLAN AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONSTRUCTION PLANS FOR THE IMPROVEMENTS OF WATER .(PUBLIC & PR/VA TE}, SEWER (PUBLIC & PR/VA TE} & UNDERGROUND FIRE (PR/VA TE) 0 ◊ 0 0 SAN JOAQUIN HILLS ROAD NEWPORT RIDGE RETAIL CENTER DOMESTIC WATEl NOTES . . A. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S 'PROCEDURAL GUIDELINE AND GENERAL DESIGN REQUIREMENT:, AND 'CONSTRUCTION MANUAL," AS LAST REVISED. B. THE DISTRICT'S ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR (949) 453-5615. C. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48 HOURS PRIOR TO START OF WORK. D. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOP[R'S ENGINEER AT A MINIMUM 50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS. E. ANY WATER SERVICE FOUND TO 8[ WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. F. ALL MAIN LIN[ VALVES SHALL BE MAINTAINED SO AS"TO BE ACCESSIBLE DURING TRACT DEVELOPMENT. ANO ALL VALVE STEM TOPS HAVING OVER 48 INCHES OF COVER W/Lt-REQUIRE AN EXTENSION AS PER OF/AWING W-8. G. IN RESIDENTIAL STREETS, TH[ TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL 8[ A MINIMUM OF 42-INCHES BELOW THE FINISHED STREIT SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCH[S ABOVE THE CONCRETE PAO OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION. I. ALL WATER MAINS 6-/NCHES THROUGH 12-INCHES SHALL BE CLASS 150, AWWA C-. 900 PVC, UNLESS OTHERWISE NOTED. J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD. IN THE PRESENCE OF THE DISTRICT INSPECTION, PRIOR TO TAPPING OF THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCffD UNLESS A DISTRICT INSPECTOR IS PRESENT. K. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISH SURFACE. L. NO METER JS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. M. CURBS SHALL BE INSCRIBED WITH A "W' INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. N. INDIV!DUAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MORE. 0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOCATIONS. P. THE CONTRACTOR SHALL [)(POSE ALL JOIN POINTS TO THE fXISTING DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. Q. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY, TURBIDITY, AND ODOR, THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST BE LESS THAN 1.0 TON, NOT TO INCLUDE CHLORINE. ODOR, TO BE ACCEPTABLE. R. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-J4 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE S. T. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATER/NG PERMIT FROM THE STATE OF GALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE START OF CONST.~UCTION. Jt-J AREA Df UTILITY TIE-IN,, EXl4TINC. AC!. DN NEWPOR1 t!DA'1T DRIUE Will BE QDLD PLANED A Mltll. DF D.12.' AND REPA'ltD: llMlT, TD BE PE1ERMlhlED 5 '\' PFR D ll\l'1PE~TOR. NEWPORT RIDGE RETAIL PARCELS 1 AND 2 OF P.M 112000-160 FREISPRMU!R SYS1Bf NOTES 1. PRIOR TO INSTALLATION, ANY REQUIRED PERMITS SHALL BE SECURED FROM THE APPROPRIATE BUILDING DEPARTMENT. 2. INSTALLATION, INSPECTION AND TESTING SHALL CONFORM WITH THE 1994 EDITION OF NFPA STANDARD 13 AND THE 1992 ADDITION OF NFPA STANDARD 24, WITH AMENDMENTS BY INDIVIDUAL CITIES OR THE UNINCORPORATED COUNTY. J. CONNECTIONS LARGER THAN 2" TO PUBLIC WATER SYSTEMS SHALL BE CONTROLLED BY THE POST INDICATOR VALVE OF AN APPROVED TYPE. WHERE THE WATER AUTHORITY HAS REGULATIONS REGARDING THE CONNECTION OF PRIVATE FIRE SERVICE MAINS, THEY SHALL APPLY. WHERE THE WATER AUTHORITY REQUIRES BACKFLOW PROTECTION THE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A B. C. AN ABOVE GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY, PAINTED OSHA SAFETY RED, AND WITH THE VALVES LOCKED IN THE OPEN POSITION. VALVES CONTROLLING MORE THAN 100 SPRINKLER HEADS SHALL BE MONITORED TO AN APPROVED LOCATION. A BELOW GROUND ASSEMBLY APPROVED BY TH[ WATER AUTHORITY AND LOCATED IN AN APPROVED VAULT. THE LAST VALVE' ON THE. ASSEMBLY SHALL BE CONTROLLED BY AN APPROVED POST INDICATOR DEVICE. THE POST INDICATOR DEVICE SHALL BE PAINTED OSHA SAFETY RED, 8[ LOCKED IN THE OPEN POSITION AND IF CONTROLLING MORE THAN 100 SPRINKLER HEADS MONITORED TO AN APPROVED LOCATION. THE LOCATION OF CONTROL DEVICES SHALL BE APPROVED BY THE CHIEF AND.• THE WATER AUTHORITY. 4. APPROVED FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE LOCATED WITHIN 150' OF A PUBLIC FIRE HYDRANT. THE FOG SHALL BE ORIENTED TO FACE THE FIRE DEPARTMENT ACCESS ROAD. THE FOG SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED FROM MECHANICAL INJURY. THE SIZE OF PIPING AND THE NUMBER OF INLETS SHALL BE APPROVED BY THE CHIEF. IF ACCEPTABLE TO THE WATER AUTHORITY, IT MAY BE INSTALLED ON THE BACKFLOW ASSEMBLY. FIRE DEPARTMENT INLET CONNECTIONS SHALL BE PAINTED OSHA SAFETY RED. 5. EVERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE PRIVATE FIRE MAIN. 6. WHERE IT IS IMPRACTICAL TO PROVIDE A POST INDICATOR VALVE, VALVES SHALL BE PERMITTED TO BE PLACED IN VAL VE ROOMS ACCESSIBLE FROM EXTERIOR, ON EXTERIOR RISERS OR ON INTERIOR RISERS WITH INDICATING POSTS ARRANGED FOR OUTSIDE OPERATION, OR IN PITS WITH PERMISSION OF THE AUTHORITY HA V/NG JURISDICTION. 7. PRIVATE FIRE HYDRANTS SHALL BE AN APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2-1/2" AND ONE 4" OUTLET. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARD THREADS. ALL FIRE HYDRANTS SHALL 8. BE INSTALLED ON A 6' RISER. 4" OUTLET($) SHALL FACE TOWARD FIRE DEPARTMENT ACCESS ROADS. THE LOWEST OPERATING NUT SHALL BE LOCATED A MINIMUM OF 18' ABOVE GRADE AND HYDRANT FLANGE(S) A MINIMUM OF 2" ABOVE GRADE. FIRE HYDRANTS SHALL BE LOCATED A MINIMUM 40' FROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION (VALVES SHALL NOT BE LOCATED IN PARKING STALLS. LARGE PRNATE FIRE SERVICE MAIN SYSTEMS SHALL HAVE POST INDICATOR TYPE SECTIONAL CONTROLLING VALVES AT APPROPRIATE POINTS IN ORDER TO PERMIT SECTIONALIZING THE SYSTE'M IN THE EVENT OF A BREAK, OR FOR THE MAKING OF REPAIRS OR EXTENSIONS. 9. ALL PIPE SHALL BE APPROVED FOR USE IN "FIRE SERVICE SYSTEMS" CLASS 150 MINIMUM. CLASS 200 SHALL BE PROVIDED V/H[R[ THE PRESSURE EXCEEDS 150 POUNDS PER SQUARE INCH (PSI). ALL FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS PIPE AND FITTINGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH 2" TAPE APPROVED FOR UNDERGROUND USE. ALL BOLTED JOINT ACCESSORIES SHALL BE CLEANED AND THOROUGHLY COATED WITH.ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. 10. A MINIMUM OF JO" OF COVER FROM FINISHED GRAD[ TO TOP OF PIPE SHALL BE PROVIDED ABOVE PIPE. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 3ft' OF COVER SHALL BE PROVIDED. 11. APPROVED. PIPE AND FITTINGS SHALL BE INSTALLED UNDER BUILDING FOOTINGS. ADEQUATE CLEARANCE SHALL BE PROVIDED OVER PIPE AND FITTINGS THAT RUN UNDER FOOTINGS TO PREVENT DAMAGE FROM BUILDING SETTI.ING. A MINIMUM OF 2" CLEARANCE SHALL BE PROVIDED WHERE PIPE PASSES THROUGH THE FLOOR OR WALL. UNDERGROUND PIPING SERVING FIRE SPRINKLER RISER SHALL TERMINATE WITHIN 18" OF AN EXTERIOR WALL ANO 6' ABOVE FINISHED FLOOR. 12. THRUST BLOCKS OR OTHER APPROVED METHOD OF THRUST RESTRAINT SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION (SEE SHEET. 2 FOR THRUST BLOCK DETAILS). FE.D INSPECTION NOTES AND RE~ • {FEISPRNCI.ERJ 1. A FINAL INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTIONS AND TESTS FORTY-EIGHT (48) HOURS IN ADVANCE' BY PHONING (714} 724-6500. 2. THE TRENCH SHALL BE [XCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. CARE SHALL BE TAKEN WHEN FORMING AND POURING THRUST BLOCKS THAT FITTINGS AND JOINTS ARE NOT BURIED IN CONCRETE. 3. A HYDRO STA TIC TEST (TWO HUNDRED PSI PRESSURE FOR Tl'/0 OR FIFTY PSI OVER TH[ ·MINIMUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED AND FIFTY PSI) SHALL 8[ WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. THE TR[NCH SHALL BE BACKFILLED BETl'/EEN JOINTS BEFORE TESTING TO PREVENT MOVEMENT OF PIPE. 4-. THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXIST/NG SYSTEM STUB OUTS. FLOW RATE SHALL BE A MINIMUM OF 10 FT /SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSf. APPROVED EQUIPMENT SHALL BE PROVIDED BY TH[ CONTRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED BY AN INSPECTOR. 5. PRIVATE FIRE HYDRANTS, SPRINKLER CONTROL VALVES, DETECTOR CHECK ASSEMBLIES POST INDICATOR VALVES, AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED SAFETY RED. 6. ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES 7. ALL FIRE SPRINKLER SYSTEM CONTROL VALVES (INCLUDING DffiCTOR CHECK ASSEMBLY VALVES) THAT CONTROL 100 OR MORE SPRINKLER HEADS, SHALL BE SUPERVISED BY AN APPROVED CENTRAL ALARM STATION UNLESS OTHERWISE APPROVED BY THE ORANGE COUNTY FIRE AUTHORITY. A <'<'Ctr ?.t< PELICAN HILL -?q,_ GOLF CLUB v NEWPORT 8'1Y ~· P,4C/Ffc •• . PACIFIC OCEAN Co,4Si lilc1t1r,4y CRYSTAL COVE STATE PARK NOT TO SCALE VICNTY MAP SHEET INDEX 1 TITLE SHEET 2 3-4 5 INDEX MAP, DETAILS AND QUANTITIES PLAN SHEET SEWER PROFILE ·sHEET BENCHMARK: DESCRIBED BY ORANG[ COUNTY SURVEY 1992 0.85 MILE NORTHERLY ALONG NEWPORT COAST DRIVE FROM THE INTERSECTION OF PELICAN HILLS NORTH TO AN ENTRANCE TO A PUMP STATION ON THE EAST SIDE OF NEV/PORT COAST DRIVE, SET AT THE NORTHEAST CORNER OF A 4 FT BY 5 FT CATCH BASIN, 52 FT. EAST OF THE CENTERLINE OF NEWPORT COAST DRIVE, 84 FT. SOUTH OF THE ENTRANCE OF THE PUMP STATION. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID BEARING "N 31'00'33' W' BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 0778 AND GPS NO. 0248 PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNJY SURVEYOR. SITE AIJORESS: LEGAL DESCRl'OON: 21058 SAN JOAQUIN HILLS ROAD DE'IELOPER: TIE RWE COIIPAlfl 550 NEWPORT CENTER DRIVE NEWPORT. BEACH\.. CALIFORNIA 92658 . (949) 120-2200 CONTACT: PETE BLUMER ,---------------------..... GEOTEClffCAI. FBlt I.BGHTON & ASSOCtAT!S 17781 COWAN /RV/NE, CA 92714 (949) 250-1421 PARCELS 1 ANO 2 OF P.M.# 2000-160 NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019,-NO EXCAVA170N PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. # 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. # FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION. • SIGNED, ______ _ DATE _____ _ 4/ D'i 02 REVl~EP RIM ELEV.; /?..EV/fEO 2" WATE!l LINE, TO 81.DD, A~· BUILT ;:,'7, J.,..,:5'-:-;:/,~c:-,_--1_ /'Z /"1 OJ El/MINATED TWO PIV',·KfV. FIRE LIi/ETD VDNG:REV. C.IEME LINE ELEV. TO VMS ""r-lr~~;-t~Ylh-:=,'-=t--------,'-' -----------,,-------,'iiimi"/J"1iic--,ni:i~,-------------,-;;;,.;.,;::::;:;;:..:;;;;;.T.;:;:;::;:;-;:;;;:;:;:;:;;;;;:--,----,----------==:-:::-::::-::-::==----------,---------,----I ., , ..... 1 DRAWN BY: DATE IRVINE RANCH WA'JER NC!ffll/"T II 07,0/ R.El'l~EO <GEWEiE: OONJV£(!T/OA/ TO VOAIG "' .,, • ., •• , C . f-<-==,,,-,,=-::,=-==-"~-'"""c.=.'~"""c...c' ----, JOB NO: TITLE SHEET /[) ?.';, 0/ /Z.£V/5EO OET/1/L 0/Z; REV/GEO (!0/J':,T. NOTEf 7'! 1k 7'!/Jj , ti l,-.1,., 0 ~l'-o,ESS/0,1,~< . The Keith Om pan I es ~lcE=~J==.L=. ===+-1~1/.;;00:....i APPROVAL OF WJ~ s~&' Ft2b\l11r\fs 13587.00 WATER (PUBLIC & PRIVATE), SEWER {PUBLIC a PRIVATE) /0 1/. '1 ,1} I llfLD('A TEO -fEl!IEl< LI/ T. fl, WATER f!Olltl/Et!TIOAN TO Bl/J/;',./00 II &13 If {r,/,x §' ,_o~ J 00" ,t, 't, I ■"".,! DESIGNED BY: DATE .,,,-;,C,-~D~ !!} ~5' 5°YJ & UNDERGROUND FIRE (PRIVATE) IMPROVEMENTS ID/1.',/01 AOOEO WM. TO BLOf;f,, /OOA /0013 & ?.OD ) 11 11»/Pt § "'No. 57373,;; i 2955 Red Hm Avenue, Coste. Meso, CA (714) 540-0800 ~==J;;:.L=·===-1-...;1;;,1/;;;00:....i.-______________ ---l Al"l"RDVED BY UR_, • s-:_{r1 DATE APPROVED: NEWPORT RIDGE RETAIL ID/'2.~/0/ RfV/t;£0 6EW£R f'ROf'/LE UN£ "G-1/" &: ADD£1J WATER l'ltJf/Lf"/1 .) II ~Ut,l °' Exp. 12-31-01 "' Wate, ff""''"' !o,d P~e,;ng CM/ fog;,,.rimi !oM Sur,ey;,g Mapp;,g '"'"""'"'al S"""' CHECKED BY: DATE APPROVED BY PARCELS 1 AND 2 Of P.M. l20()0-160 I t:.,,, • • ORANGE COUN1Y FIE AUTHORITY or,/1.1. 01 ADDED TR.A~H ENeLO";,U//.EC,' PR.AIN TD ':,EWER 5YGT['M ' o, .,.,, C/V\\.. ~., ~iO· / / l-,;;;=:;;;B;=..J;;';::K:;;IM==~1;;,1f;,;OO~(FOR HYDRANT LOCATIONS ONLY) OHF:tl.&A-T~ , 1, • ~J • '·-1 "'" ,o'<-' / J ' t::. 17 O/ RECOMMENDED BY: DATE 0~/11/DI ADDEO DETAIL flr'l. ; ADDED ~ON':,T. NOTE~ 84.· BG, q/ f-l"-"." J 1/ull'ol a,-CAL1 ?.,;;[!.•~•4~/h~.~/::..,,L'·d·'-"""==?,:,-;:-=:;:;----;-""'·.;.._1,~~.T.S7'i PE,R, $ :5/0Z. '1 a/~'t/oJ DATE RE"1SIONS APP. DATE ll'©NG J)9M R.C.E. 57373 (EXP. 12/31/01) B.J. KIM 11/00 nArr REVIEWED BY DATE COUNTY OF ORANGE PERMIT NO. \ 0 • 0 SHEET 1 ~ !il IO C') ~ ..... OF 5 ..., \J" I IJ' \f... ) 5 / / ' .... r-rr -... Fl.OW INDEX MAP SCALE: 1"=100' WAID? (PUBUC) ' UIIDERGROUIID FIR£ (PRNATE) APPROX. 4'-0' a .,., I - -.I SIGN SI/AJ.J. READ: SPRINKLER SYSTEM 'BUILDII/G ADDRESS" " METAL SIGII WITH 1' HIGH LETTERING ON A CLEARLY CONTRASTING BACKGROUND; PERMANENTLY MOUNTED 8"x8"X6' VERTICAL TEE FOR IN-LINE INSTALLATION OR Fl.OW.., 6' -9(1' ELBOW FOR END-OF-LINE INSTALLATION THRUST BLOCK PER IRWD STD. W-12 FEBCO MODEL 816V DOUBLE CHECK ASSEMBLY AND FIRE DEPARTMENT 4-WAY CONIECTION DETAI. NOT TO SC4LE A 2 NOTES FOR PRIVATES WA'IER CONSTRUCTION NOTES AND EST/MA TED QUANT/TES =111=111-= = 11 l COIDT10N I t/4" BENT RO CON::XflONN 45' LATERAL J.f OR ELBOW u.! -w I CON::XflONVI BUILDING EXTERIOR WALL APPROX. 4' L CON::XflONV 22 1/2' BENDS u., COIDT10N VI 1/4" OCNT ROD EXCEPT AT D£AD £ND LIN£ COfCIIT/ON w 1. PIP£ FITTIIIG SHALL BE 'MIAPPED 1111H 00 LAYERS OF 90-LB TAR PAPER OR FELT 2. ALL BUR/[[) BOLTS SHALL BE COATED Wl1H "DEVWRAP 1425" DR APPROVED EQUAL 3. 7HRUST BLOCK AREAS BASED ON 225 PSI PRESSURE AND 2,0DD PSF ALLOWABLE SOJL PR£SSUR£ l't!TH 2¼ FEET OF COVER 1.1/11/MUM. ADDITIOIIAL BEARING. AR£A REQIJIR£D FOR SPECIAL COI/DITIOIIS SHALL BE APPROVED BY THE DISTRICT ENGINEER. 4. 7HRUST BLOCK BEARING FACES SHALL BE PLACED AGAIIIST UIIDISTURB[I) SOIL, APPROVEO COMPACTED BACKF1LL OR CLASS 100-E-100 SLURRY. 5. 7HRUST BLOCKS SHALL 8£ CLASS 560-C-3250 CONCR£T£, UNLESS SP£CIFl£D OTH£Rl't!SE. 6. TO FACIUTATE FUT/JR£ REMOVAL OF THRUST BLOCK AND UN£ EXTfl/SIONS: A INSTALL ¼" BENT ROD HANDLES 8. USE CARDBOARD SEPARATORS BETWEEN BLOCKS, IF NE[l)ED. l'f'Ef/lZE I • 2.0 .. 4.3 If' 7.4 . 1rf 12.1 12" 17.2 14• 20.7 16" 26.7 ACP TO PVC COUPUIIG • 7HNl1I' 111..0CK EIEARliD AIIE4 I\I sotll'Jil: FEEi' ootlJlllON I Ill rl V ~ 2.9 2.0 2 8 2.0 2 • 2,0 4 • 1.6 6.0 4,3_ 2 8 4.J 2 e 4.J 4 e J..J 10.5 7,4 2 • 7.4 2 • 7.4 4 • 5.7 17.1 12.1 2 • 12.1 2 f 12.1 4 0 9.J 24.J 17.2 2 8 17.2 2 0 17.2 4 9 13.2 29.J 20.7 2 0 20.7 2 9 20.7 4 8 15.8 37.8 26.7 2 0 26.7 2 0 26.7 4 t 20.5 PRNA TE FIRE UNE 1HRUST BLOCK DETAILS ' FLEXIBLE COUPUI/G WITH STAINLESS STEEL BOLTS STATION PER PLAN 8" x8" DIP TIT OR 8" PVC PIP£ Et' x6' DIP TEE FOR FH RUN If/ 2.0 4.3 7.4 • 12.1 17.2 20.7 2€ 7 WI 2 • 1.6 2 .,,.,, 2 8 5.7 2 II 9.J 2 0 13.2 2 0 15.8 2 0 20.5 cr--- EX/STING ff' ACP PIPE 7-REMOVE ACP TO NEXT JOI/ J '. Ii l i Sf£ F1RE SPRINKLER PLANS : i PROPOSED TEMPORARY i i ft' D.I. BUND Fl.ANGE I I PVC PIPE CONNECTION EXISTING 6' STEEL PIPE (CL 275) TO ACP PIPE NOT TO SCALE 2" PRESSURE REDUCIIIG VALVE, (CL 250) 2." ELBOW :t METER C 2 r CO.Wl~M>m MVAW . 20 ®--CONSTRUCT 6' SOR-JS WC SEWER LAIERAL PER IRWO (BEDDING PER IRWD SID. S-8) ~ 21 CONSTRUCT 8" SDR-35 WC SEWER LAJERAL PER IRWO (BEDDING PER IRWD sm. S-8) ©-CONSTRUCT 4" SOR-JS WC SEWER LAIERAL PER IRWO (BEDDING PER IRWO STD. S-8) INSTALL 4" C/.£4NOIJT PER IRWD STD. S-9 ~ INSTALL 6" C/.£4NOIJT PER IRWD STD. S-9 ~Bl CCM'IIRUCID Mmllt ••te' ; ®--; CONSTRUCT ff EXTRA STRENGTH VCP SEWER MAI/I PER IRWD (BEDDING PER IRWD STD. S-8) ~ JI INSTALL 4it SEWER £WIHOLE PER IRWD SID. S-1 ®-INSTALL 6(f SEWER £WIHOLE PER IRWD STD. S-1 INSTALL Et CLfAIIOUT PER IRWD STD. S-9 ~ CORE DRILL Tl/ROUGH WALL OF EX. IJH AS DIRECTED BY D/SlRICT REPRESENTATIVE REPAIR MANHOLE WALL, RECHANNEL MH 845£ @--INSTALL 6" Cl.fA/'IOUT PER IRWD SW. S-9 E?J,FCTP!ff' fflll!' CO)II nlUC11CllPI MnP Offl'AW 40 CONS1RIJCT 6' P.V.C. C-900 CL-150 (BEDDING PER IRWD STD. W-11) ~®--COIIS1RUCT ff P.V.C. C-900 CL-150 (BEDDING PER IRWD STD. W-11) @) CONS1R/JCT 8" D.I.P. Cl.ASS SO (BEDDING PER IRWD STD. W-11) ~ INSTALL fi D.I. mTING AND CONCRETE THRUST BLOCK . INSTALL Et D.I. mTING AND CONCRETE THRUST BLOCK @-INSTALL 6" F1RE SPR/1/KI.ER RISER MIN. 6" ABOVE F .F. AND WITHIN llf' FIIOIJ EXTERIOR WALL PER DEfAJL B/2 • ®--INSTALL 6" x 2 !ft 4-WAY FJRE DEPAFITMEI/T CONNECOON PER OCFA SPECIFICATIONS SEE DITAIL A/2) ~@--INSTALL POST INDICATOR VALVE PER OCFA SPECIFJCAOONS INSTALL Efxoxfi TEE AND THRUST BLOCK PER IRWD SID. W-12 ~@-INSTALL Efxffxfi JEE AND THRUST BLOCK PER IRWO SID. W-12 INSTALL PRNATf FJRE 1/YO}W{T PER IRWD STD. W-6 ~I I~ w.,. I& CCMnumtll\l 11111E8 ~Ill. IC} ~@--CONSTRUCT ff P.V.C. C-900 CL-150 DOMESTIC WATER MAIN (BEDDING PER IRWD SW. W-11) ~ Q CONSTRUCT 4" P.V.C. C-900 CL-150 DOMESTIC WATfR MAIN (BEDDING PER IRWD STD. W-11) ®-INSTALL 8" G-ITE VALVE PER IRWO STD. W-7 INSTALL FIRE HYDRANr PER IRWD STD. W-6 ~ INSTALL ff TEE ANO THRUST BLOCK PER IRWD STD. IV~ 12 ~®-INSTALL ff -90" BEND WITH CONCRETE THRUST BLOCK PER IRWD STD. W-12 INSTE 1• WATfR SERVICE PER IRWO STD. W-1 @--INSTALL 2' WATfR SERVICE PER IRWO SW. W-2 ~ CONSTRUCT ff DOUBLE CHECK 84CKFl.OW ASSEMBLY PER DITNL A/2 ®--REMOVE EXISTING TEMPORARY BLOW-OFF & CHLORINATION ASSEMBLY & INSTALL TRANsmo11 8" COUPLINGS AND JOIN TO EX. ff ACP ~@--INSTALL lfx6" REDUCING ELBOW WITH CONCRETE THRUST BLOCK PER IRWD STD. W-12 69 INSTALL 8" -45' BEND WITH CONCRETE: THRUST BLOCK PER IRWD STD. W-12 ~ INSTALL Ef -22.S" BENO WITH CONCRETE THRUST BLOCK PER IRWD STD. W-12 ~•. @--INSTALL ff -11.25" BEND WITH CONCRETE: Tl/RUST BLOCK PER /RWD STD. W-12 @--II/STALL Ef ACP TO PVC TRA/ISJT/011 COUPLJNGS PER DITML C/2 CONSTRUCT MAll/fOLD ASSEMBLY PER IRWO STD. W-4 FOR 4-2' SERVICES ~®-REMOVE AND S,\LVAGE EX. Fl-I, EXTEND FIi RUN 1.5' BEYOND EX. WALK, SIT ON J'xJ' CONC. PAD 75 INSTALL 6" G-llf VAL VE PER IRWD STD. W-7 ~®-INSTALL 8" x 6" TEE, PO. x Fl.G., AND THRUST BLOCK PER IRWO STD. W-12 ~ 77 INSTALL Ef x 4• REDUCER & THRUST BLOCK PER IRWD W-12 INSTALL 4• G-\Tt VALVE PER IRWO STD. W-7 ~@-INSTALL 1,1,11//fOLO ASSEMBLY PER IRWD STD. W-4 FOR 7-2' SERVICES INSTALL PER/JAi/ENT BLOW-OFF ENO OF LJNE PER IRWD. STD. 11'-J L1 ~@--INSTALL IIAI/IFOLO ASSEMBLY PER IRWD 5/D. W-4 FOR 4-2' SERVICES INSTALL 4' -90" ELBOW & Tl/RUST BLOCK PER IRWD Sm. W-12 !It$ 9'1C WA'ml CM'IJK1DI M>m My.Am ®--CONSTRUCT 2' TYPE "K' COPPER lKIMESnc ll'AlER LJNE /;;;\_~ INSTALL 2' REDUCED PRESSURE 84CKFl.OW ASSfl,/BLY PER IRWD STD. W-20 V;;;:J ;;;:-;,-CONSTRUCT r• TYPE "K' COPPER 00/,/ESllC ll'AlER UN£ • ®-II/STALL 1· REDUCED PRESSURE 84CKFLOW ASSfl,/BLY PER 11/WD sm. W-20 ~ l/'ISTAJ.i 2' PRESSURE REDUCING VAL.VE APPROVED BY IRWD IN Ja"x1s' CONCRETE VAULT ~-INSTALL 1' PRESSURE REDUCING VALVE APPROVED BY IRWD IN 3a"x11f' CONCRETE: VAULT ~ ;: • WATiiR ®MSnunD N07D MVAn;:1 rio 1-~ INSTALL 2' ll'AlER SERVICE PER IRWD STD. 11'-2 & W-J @)--CONSTRUCT 2' Slffi PIPE EXTENSION PER DITAIL D/2 NOTE TO CONTRACTOR 192 LF. 38 Lf./1 190 LF. 2 2 E.A 2 £.A. a:, 1,240 L.F. 6 EA. 1 EA. 2 EA. ' 1 EA. " 9 EA. & 675 L.F. 170 LF. 295 L.F. 14 EA. 6 EA. 4 EA. J EA. 2 EA. 2 EA. J EA. 1 EA. J,700 Lf. 85 L.F. 12 EA. 11 EA. 9 EA. 1 £A. 2 EA. 14 £A. J EA. 1 EA 2 EA. J EA. 3 EA. 1 EA 2 EA. 1 EA. I EA. 6 EA. 1 EA. 1 EA. 1 EA. 1 EA. 2 EA. , EA. I EA. 870 • L.F. 13 EA. 280 L.F. 2 ~& 15 2 EA & 1 EA. 5 LF. il, 18" i i(/ FOR CONT/1/UATIOII (' f 1 °'c' fll/lSHED FLOOR q--- ___ \ :t STAINLESS STEEL 2." ELBOW QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE OF WORK. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIFYING THE EXACT QUANTITIES INVOLVED. • ft' PVC RR£ UIIE 6" DUCTILE IRON (C-150 CLASS 53) NOTES; 6' D.I. FIRE LINE p -4 ' THRUST BLOCK • 4 ""1---WRAP D.I. RISER WITH 2.5" THICK SEMI-RIGID PLASTIC FOAM WRAP 1 TO ALLOW fLEX/8/UTY. POUR SLAB AGAINST WRAP TO MAIi/TAii/ 2." CLfAR OPENING AROUND 0./, PIPE. THICKENE:D SLAB PER smUCTURAL PLANS 1 o• SLEEVE OR 10' CORE GRADE BEAM PER smucTURAL PLANS 1. PIPE FlmNGS SHALL BE WRAPPED WITH TWO LAYERS OF 9D~LB TAR PAPER OR FELT 2. ALL BURIED BOLTS SI/AJ.J. BE COATED WITH 'DEVWRAP 142s" OR APPROVED EQUAL 3. THRUST BLOCK BfARII/G FACES SI/AJ.J. BE PLACED AGAINST UNDISTURBED SOIL, APPROVED COMPACTED BACKFILL OR CLASS 100-E-IDD SLURRY 4. THRUST BLOCK SHALL BE CLASS 560-C-3250 CONCRETE. FIRE SERVICE CONNECTION 8 TO RISER 2 NOT TO SCALE EXIST/NG ft STEEL PIPE (CL 275) PP9'V #IS EXTENSION 2." STAINLESS STEEL NIPPLE 2." STAii/LES STEEL ( BALL VALVEti===p=;i :t PRESSURE REDUCING VALVE, (CL 250) \ . • '---2." METER JO'x18" CONCRETE VAULT 2." STAINLESS STffL PIPE 6' x 2)f' COMPANION Fl.ANG£ & 2• STAINLESS STEEL BUSHING !JM MS 2'' STEEL PIPE EXTENSION D ----------------------1 & NOT TO SCALE (RW ONLY) 2 LEGEND SD STORM DRA/11 ss SEWER DW DOMESTIC WATER RW I/OIi-DOMESTiC (RECLAIMED) WATER GV G,11[ VALVE EP EDGE OF PAVEMENT BfP Bo\CKFLOW PRE:Vfl/TOR roe • F1RE DEPARTMENT CONNECTOR co C/.£ANOUT TOP TOP OF PIPE BOP BOTTOM OF PIPE EXISTING PROPOSED --0------c-- 0 \_-Y --HW---c-- 0 f -ss--DW--Rw---F- T.C. TOP OF CURB F.L OR FL FLOW LJNE F.G. RN/SHED GRADE G.B. GRAD[ BREAK C/L OR C.L CENTERLJNE CB . CATCH BASIN R/W RIGHT-OF-WAY I/! PROPERTY LJNE MH MANHOLE DWY DRIVEWAY FIi RR£ HYDRANT SEWER MANHOLE SEWER CLEANOUT FIRE HYDRANT GATE VALVE SANITARY SEWER DOMESTIC WATER NON-DOMESTIC (RECLAIMED) WATER FIRE SERVICE WATER PROPERlY LINE RIGHT OF WAY The Keith Companies TK..C DEVELOPER: JOB NO: INDEX MAP, DETAILS AND QUANTITIES WATER (PUaJC & PAIVA TE), SEWER (PUBLIC & IPRIVATE} I IJNDERGROUND Fm CPRIVA TE) IIMPROVEMll:NT'S NEWPORT RIDGE RETAIL PERMITNO. 2955 Red Hill Avenue, Costa Mesa, CA Water Resources Land PlaMing Civil Engin~eri11g Land Surveying BYONG J. KIM R.C.E. 57373 (714) 540-0800 Mapping Environtn6ntcl Servkes (EXP. 12/31/05) ·THE IRVIE COMP.ANY 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CAUFORNIA 92658 (949) 720-2200 13587.00 DA TE APPROVED: PMCEU 1 AN> 2 OF P.H. i2000-180 COUNTY OF ORANGE SHEET OF 5 2 "" m ~ 1"11 f"' £ :!j l'T1 7"I ""II 7"' n, 3: -,a ~ < !T'I 3 [T"i z:. ~ z:-r,t f:i:; i:.: ~ -.:I -.:I oO ~q {;; 7'I ~~ -I "1 ~?'J rn "' ;j ~- C- c::::, l> f,'.:) t= z I / r IJ I lJ r- e:: ....I I '-J C r I I ' • .__ __ 1 I I O 11+81.0 •. 592.04 I f ; NOJO·Od' i S=0.020 '-----' I I ,----1 I c.......--1 I I ---1 593.20 1/!v. No. Ct C2 CJ C4 Domestic Water Curve Tobie Delta Radius Lennrr 1anaem 11'15'58" 280.00' 55.06' 27.62' 0J'00'0cf 500.00' 26.18' 13.09' 14'27'24" 280.00' 70.65' 35.51' 0J'00'0cf 280.00' 14.66' 7.33' BYONG J. Klt.4 R.C.E. 57373 (EXP. 12/31/05) ----· I'>. 77:::;E ffA SEE IE'.AI. LI:,. 5001: 1"=20' AU. LA'IEIIALB mtJIS _,, n1 CU!AIHJll1' AT l'lJ. Lil• IM! NIE TD E M Eel&, 1W ,._ IWOI WAfl!II Allllllltf. JPS1 QlWIIMJ'Qf M>,& MVAW • (§re--CONS/RUCT o SOR-J5 PVC SEWER LA7™L P£R IRWD (BfJ)DING PER IRWO S1D. S--8) a;,. @-coNS/RUCT If SDR-35 PVC SEWER LATERAL PER IRWD (BfJ)DING PER IRWI) STD. S-8) ~ CONS/RUCT 4• SDR-J5 PVC SEWER LATERAi. PER IRWD (BEDDING PER IRWV S1D. S--8) ~ 1/ISTA!l .(' ClfANOUT PER IRWD STD. S-9 ~ /IISTA!l o ClfANOUT PER IRWD STD. S-9 ffi JfMR CQ.WIAUCnCWNOJQ P"lllfF?J ® ~ CONS/RUCT If EX1R4 STRENGTH \.f:P SEWER MAIN PER IRWD (BEDDING PER /RWO sm. S-8) ~ .:!.!., .. INSTAil ·.48' SEWER MANHOU: PER IRWD STD. S-1 ~ /IISTA!l 6n" SEWER MANHOl£ PER /RWD S1D. S-1 ~ INSTAil /1' CIDNOUT PER IRWD STD. S-9 ®--· CORE DRILL 1HROUGH WALL OF EX. MH AS DIRECTED BY DISTRICT REPRESENTATIVE ~--REPNR MANHOU: WAil, RECIW/1/EL MH B4S£ ~ INSTAil o CIDNOUT PER IRWD STD. S-9 .l.t11P l'ITC IV.Amt CdWIJ'IU;JDI M>'fl!fl P"H IICJ ~ CONSTRUCT If' P.V.C. C-900 CL-150 DOM£Snc WATER MAIN (BEDDING PER IRWV STD. W-11) ~ CONSTRUCT 4• P.V.C. C-900 CL-150 DOl.lfSRC WAIER /JAJI/ (8£001/IG PER IRWO SID. W-11) ~ 11/STA!l tf G-ITE VALVE PER IRWD STD. W-7 • ~ INSTALL FIRE HYDRANT PER IRWD SID. W-6 ~ II/STAil It TEE AND n/RUST BLOCK PER IRWD STD. W-12 ~ II/STAil 8' -90' BEND WITH CONCREJE THRUST BLOCK PER IRWO STD. W-12 ~ II/STALL 1' WAWI SERVICE PER IRWD S1D. W-1 ,::,-/I/STALL 2" WAWI SERVICE PER IRWD S1D. W-2 ~ CONSTRUCT Ef' DOUBLE CHECK BACKFLOW ASSEMBLY PER DErNL A/2 ®-R£1,/0V£ EXISRNG TEMPORARY BLOW-OFF & CHLORINATION ASSEMBLY d: INSTALL TIW/smDN Ef' COUPUNGS AND JOIN TO EX. ft' ACP ~ II/STALL ft'x6" REDUCING ELBOW WITH CO/ICREJE THRUST BLOCK PER IRWD sm. W-12 r;;;,.~'IIISTALL 8' -45' BEND WITH CONCREJE THRUST BLOCK PER IRWD S1D. W-12 ~ II/STAil /1' -22.5' BEND WITH CONCREJE THRUST BLOCK PER IRWD S1D. W-12 ~ 11/STAJl ft' -11.25' BEND WITH CONCREJE THRUST BLOCK PER IRWD S1D. W-12 ~ II/STALL ft' ACP TO PVC TR,WSIT/ON COUPUNGS PER DETAIL C/2 ~ CONSTRUCT MANIFOLD ASSEMBLY PER IRWD STD. W-4 FOR 4-2" SERVICE ~ REAIOVE AND SILVAGE EX. FH, EX/f/10 FH RUii 1.5' BEYOND EX. WALK, SET ON J'xJ' CONG. PAO ,&-INSTALL o G-IIE VALVE PER IRWD S1D. W-7 ~ INSTALL ft' x rt TEE, P0. x FLG., AND n/RUST BLOCK PER IRWD S1D. W-12 . . r:;;;,. ®-INSTALL ft' x 4' REDUCER & THRUST BLOCK PER IR'/1D W-12 ~ INSTAJl 4' G-11£ VALVE PER IRWD STD. W-7 Q@-INSTALL /JAN/FOLD ASSEMBLY PER IRWD STD. W-4 FOR 7-2" SEIIV/CfS & ~ 11/STAJl PERMANENT BLOW-OFF END OF UNE PER IRWD, STD. W-J Q,_~ INSTALL A/AN/FOLD ASSEMBLY PER IRWD S1D. W-4 FOR 4-2' SERv1C£S ffi x::;r-INSTALL 4• -90' ELBOW & n/RUST BLOCK PER IRWD STD. W-12 @' 7IC WAml CM1111C1P Mm11 MVAW 80 e--CONSTRUCT 2" TYPE 'K' COPPER DOMESTIC WATER UI/E • ~@-INSTALL 2' REDUCED PRESSURE BACKFLOW ASSEMBLY PER IRWD STD. W-20 ~ CONSTRUCT 1• TYPE •/(' COPPER DOMESTIC WATER UN£ ~ INSTAil 1• REDUC[{) PRESSURE BACKFLOW ASSEMBLY PER IRWD STD. W-20 ® 16?,. II/STALL 2" PRESSURE RElJUC/1/G VAL\IE APPRO'llfD BY IRWD IN Jlfxtlf' CONCREJE VAULT ffi ~ INSTALL 1' PRESSURE R[{)/JCING VALVE N'PRO'llfD BY IRWD IN Jlfx18' CONCRETE VAULT ffi ® l 17 1 WA& WMIIWCJ'Qf Mrl'fS lllfll'CI 90 '---INSTAil. 2" WATER SERVICE PER IRWD STD. W-2 &: W-J ®-CONSTRUCT 2' STAINLESS SIEEL PIPE EXTENSION PER DETNL D/2 ffi DOMeST1C WATER• 1'9 p.aJ (Zone 4, HGl...-886') RECLAMED WA1ER • 265 p.a.i (Zeme Q HQ..•1223') ~~­---1----f~, f ,,_ 40' GRAPHIC SCALE 20 .. 80 100 ; 1 ___ ____.I PEFMTNO. • SHEET 3 0 0 • COUNTY OF ORANGE g i ~ ..- OF 5 '- ) I.J -r, C: - ' l ' I / • , I . . , I I , l I I Lli: .... j,•lj , I ', I ./ _I! 1 I_J, I,, I I , i I I I "°171 ·,J . I .1 • '· --·-•'--·-1· '] ·1 :'J --,~- {/ JITT, 1' I 1 1·"· "····1-·•-rr1·f• +-... ., ....1 I , ,, I I if I ,1f' I . -r--:-I I t 6'l , ' 1 @ft,Tff'«'6J RRE COIVll11IICJDI M>'ID fPIWATEJ 401--CONS11?/JCT 6" P.V.C. C-900 CL-150 (BEDDING PER IRWD STD. W-11) ~ CONS/RUCT ff' P.V.C. C-900 CL-150 (BEDDING PF:R IRWD S1D. W-11) ~ CONS/RIJCT ff' 0./.P, CIASS 50 (BEDDING PER IRWD sm W-11) -:::.,--INSTA/1 £!' D.I. FITTING AND CONCRETE 1HIIUST BLOCK ~ INSTAJ.1. ff' D.I, FITTING ANO CONCRITE THRUST BLOCK • @--INSTAJ.1. £!' FIRE SPRINKLF:R RISER MIN. £!' ABOVE F.F. AND WITHIN 1$' FROM EXTERIOR WAJ.1. PER DITAIL 8/2 ®---INSTA/1 £!' x 2 }> 4-WAY RRE DEPARTMENT CONIIECTION PER OCFA SPECIFICATIONS (SEE DETAIL A/2) ~ INSTAJ.1. POST INDICATOR VAL\,f PER OCFA SP[CIRCATIONS ~ INSTAJ.1. $'x6"x6" TEE AND THRUST BLOCK PER IRWD. STD. W-12 12,__~ INSTA/1 $'x8"x£!' .'/IT: ,4ND THRUST BLOCK PER /RWD SID. W-12 ~ INSTAJ.1. PFWATE FIRE HYDRANT PER IRWD sm W-6 20 ........ --~~ ______ .--i~; f" GRAPHIC SCALE .. 80 1111) ) \l's ;;::: ~ II"\ en n E: i;: E ITJ...., ?<IC::, ... EE! i::: ?' ~s z: ~~ <:: 6; ;;~ n 71 IT1 \l's n -l> l: ~i::: 7"'1Lr c:::, c::, <:x,. mD 31:: M_ ~2:: V, '-I' lJ" r-.: 1C I.J: I I 1..$ r: rr: ; ~- •.... -~ ------- ,==·~,--····· ~ 1-----· -·I . ,.. _____ , ___ _ ~ ii --.,_,. • ·t;;_ •• -i::.-:- ___ ' - ----- + ----•... t ----- -~-.c .. c ,~-. • ••• '. . .. ------ . ·:;;~-.::.:..::..-. ., _,. ·-· •• I····----· --~'.~ .. • ·-t "' " ' .,. ' .. , ·l .. , • ----,.,_. ~--_~::-. f-----' ., --------------· ----,;:-_ _;: ---- :_::. :,!::'..:-:: -_-,_.:.~-~~-~= •• _ ... "" -··". ,:-~i ·--..:~·:: " '"' '"'"· PERMIT NO. SHEET OF 5 7'I IT1 u ,... C: ..J I '-S -<; l"' C: "T r IT I '