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HomeMy WebLinkAboutS_5264_S" e "' /; ~ 0. ~ ~ 0 i ~ :::r:: u >-' < m w CD :z 1:2 r (.!) m :z "' => I= "' :z g ::::) "' a, :::r:: LL. >-I-u ;:, !, l a, ADAMS AVE. CITY OF COSTA I MESA VICTORIA w > « 191H ® INDICAlES AREA SHOIW-J ON LOCATION MAP ST. GENERAL NOTES ~ a, :; a, "' < "' VICINITY MAP ORANGE COAST COLI.EGE ST. ci "' "' w "' "' if. BAKER ORANGE CO. FAIRGROUNDS PAc1r1c 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. J. STATIONING REFERS TO CENTERUNE OF STREET. 4. EXISTING UNDERGROUND UTILITIES ARE 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 THE NEW FACILITIES. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRNEWAYS. 7. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 8. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTER SO THAT THE FORMS CAN BE CHECKED FOR UNE AND GRADE AND COMPARABIUTY WITH EXISTING CONSTRUCTION. 9. 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 ALSO BE GUARDED WHEN E)().M/NATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN No. 9 ABOVE. 11. ALL SEWER PIPES SHALL BE BEDDED IN ACCORD WITH CITY OF NEWPORT BEACH STD-106-L. 12. WATER MAINS SHALL HAVE A MINIMUM OF JO" OF COVER FROM SUBGRADE. 13. ALL CONCRETE SHALL BE 540-C-3250. 14. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 15. VCP SEWER PIPE SHALL BE USED. ALL FlmNGS SHALL BE PREFABRICATED FULL-BODY FlmNGS. PIPE BEDDING SHALL BE J/4" CRUSHED ROCK FROM 6" BUOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND SHALL BE CONSOLIDATED BY JEmNG PRIOR TO COMPLETION OF TRENCH BACKFILL. 16. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILL/NG. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DMSION. THE DEVELOPER SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE. 17. SIX SETS OF SHOP DRAWINGS FOR ALL MATERIALS SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION . NO WORK SHALL BEGIN UNTIL APPROVED SHOP DRAWINGS ARE OBTAINED. PRIVAlE EN<lNEER'S NOlE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UT/UT/ES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UT/UT/ES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND 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. AVE CITY OF IRVINE UNI VERS rr r e ~ N.T.S. a:: :::, ;,:: a:: « u « U.C.I. UTILITY RELOCATION PLAN CENTER DRIVE SEWER, DOMESTIC WATER, 650 NEWPORT R SANITARY AND STORM YARD & -' RESER. 5C RD. 8; NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS AND SPRINKLERS 1. PRIOR TO INSTALLATION, ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE BUILDING DEPARTMENT. 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS, 2) FOR HYDROSTATIC TESTING, AND J) FOR FLUSH. SCHEDULE ALL INSPECTIONS 24 HOURS IN ADVANCE. CALL CITY OF NEWPORT BEACH AUTOMATED LINE AT 949-644-3255 OR GO ONUNE AT HTTP:/ /WWW.GITY.NEWPORT-BEACH.CA. US>. J. INSTALLATION, INSPECTION, AND TESTING SHALL CONFORM TO 2002 NFPA 13. 4. DOUBLE CHECK BACK FLOW PREVENTION VALVE ASSEMBLY REQUIRED. CONTACT THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311. 5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER. THE LOWEST OPERA TING NUT SHALL BE A MINIMUM OF 18" ABOVE GRADE AND THE HYDRANT FLANGE SHALL BE A MINIMUM OF 2• ABOVE GRADE. 6. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET 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. 7. ALL PIPING SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 150 MINIMUM). CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI. 8. ALL FERROUS PIPE AND FlmNGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. THE ENDS OF THE TUBE AND SPLICES MADE FOR ·rs OF OTHER PIPING COMPONENTS SHALL BE SEALED WITH 2• TAPE, APPROVED FOR UNDERGROUND USE. GALVANIZING DOES NOT MEET THE REQUIREMENTS OF THIS SECTION. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLATION. 9. A 12" BED OF CLEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE THE PIPE (TOTAL 24"). 10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL. 11. A MINIMUM OF Jo" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALL BE PROVIDED. 12. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. 1 J. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. 14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, WHICHEVER IS GREATER) SHALL BE WITNESSED BY AN NBFD INSPECTOR. THE TRENCH SHALL BE BACK -FILLED BETWEEN THE JOINTS TO PREVENT MOVEMENT OF PIPE. 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PIPING. Fl.OW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIPE UNLESS OTHERWISE APPROVED BY THE NBFD INSPECTOR. NBFD INSPECTOR SHALL WITNESS THE FLUSH. 16. PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED. 17. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED IF THEY SERVE 100 OR MORE SPRINKLER HEADS. 18. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING / ABOVEGROUND PIPING" AT TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 1 J, 2002 EDITION. 19. PROVIDE SIGN ON FDC IN ACCORDANCE WITH NEWPORT BEACH FIRE DEPARTMENT STANDARD #F-1 (ATTACHED) SHOW SIGN ON PLAN. 20. POST INDICATOR VALVES SHALL BE SET SO THAT THE TOP OF POST WILL BE 36 INCHES ABOVE FINAL GRADE. 21. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 INCHES AND NOT MORE THAN 4 FEET ABOVE THE LEVEL OF THE ADJACENT GRADE OR ACCESS LEVEL. 22. ON SITE HYDRANTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. 23. BACKFILL SHALL BE WELL TAMPERED IN LAYERS AND WETTED UNDER AND AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND TO A MINIMUM 12 INCHES BELOW AND TO MINIMUM OF 12 INCHES ABOVE THE PIPE. 24. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL TERM/NA TE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE FINISHED Fl.DOR. A MINIMUM OF 2 INCHES CLEARANCE (INTERSTITIAL SPACE) SHALL BE PROVIDED WHERE THE PIPE PASSES THROUGH THE Fl.DOR WALL. BENCHMARK= O.C.B.M.: JK-55-99 (NAVO 88 / 1995 ADJUSTMENT) ELEVATION = 145.204' DRAIN RELOCATION INDEX MAP ~/ST/Ni U/LD/N □ EXISTING I PARKING STRUCTURE [J EXISTING BUILDING I r-• -- BASIS OF BEARINGS THE NORTHEASTERLY LINE OF PARCEL 1 OF PARCEL MAP No. 92-247, P.M.B. 295/JJ-40, BEING NJ6'16'49"W. EXISTING PARKING STRUCTURE ·-·-·-·-·-· -' 0 -;--1~~~:!'.:.3? ---.tll',=-.--,,----..,, • L I 0 LEGEND Q) SEWER SHEET 8J DOMESTIC/FIRE WATER @ STORM DRAIN EMERGENCY TELEPHONE NUMBERS AGENCY SOLITHERN CAUFORNIA GAS COMPANY SOUTHERN CAUFORNIA EDISON COMPANY SBC/ AT&T CITY OF NEWPORT BEACH (SEWER & WATER) TIME WARNER NUMBERS (BOO) 427-2000 (800) 611-1911 (BOO) 750-2355 (949) 644-JO 11 (BBB) 892-2253 LOCATION MAP t ~ 'v T ~ PROJECT ~ N.T.S. LOCATION J '<' 0' ~u' I FASHION , ISLAND A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. • POWER POLE 0 MANHOLE 'tS FIRE HYDRANT D METER BOX SYMBOL LEGEND 0 co ..llL .LLL ..LLL. ..LLL. TREE SHRUBBERY ASPHALT PAVEMENT DEMO PIPE CENTERUNE ----S----SEWER UNE -----',/-----WATER LINE ----0-----VALVE I·: : :· _. . . . . . ... · :1 BRICKWALK CONCRETE ___ G_ _ _ GAS LINE -x-x-x- . - - -. . . . . .. -. POWER POLE ANCHOR r a /ll/llll/ MONUMENT FENCE BLOCKWALL BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION SHEET INDEX --E--POWER UNE -TEL-TELEPHONE UNE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :0: STREET UGHT SHEET J::JQ. TITLE SHEET 1 UTILITY REMOVALS 2 SEWER PLAN J DOMESTIC WATER MAIN PLAN 4 FIRE PLAN 5 STORM DRAIN PLAN 6 STORM DRAIN & SEWER PROFILES 7 CONSTRUCT/ON DETAILS & STORM FILTER DETAILS 8 CONSTRUCTION DETAILS for SEWER FILTERING UNITS 9 NOTE= IF ANY OF THE EXISTING PUBUC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED BY THE PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTER, STREET PAVEMENT, AND OTHER PUBUC IMPROVEMENTS SHALL BE REQUIRED BY THE CITY AT THE TIME OF PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. ALL CITY TREES SHALL BE PROTECTED IN PLACE. SHOULD ANY TRENCHING BE REQUIRED WITHIN SIX (6) FEET OF AN EXISTING CITY TREE, PLEASE CONTACT JOHN CONWAY, CITY URBAN FORESTER AT (949)644-JDBJ. JOB ADDRESS 650 NEWPORT CENTER DRIVE. NEWPOITT BEACH. CA 9266D IMPORTANT NOTICE SECnON 4216/ 4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVAJE" WILL BE VAUD. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 TWO WORKING DAYS BEFORE YOU DIG. UNDERGROUND SERVICE ALERT Of' SOUTHERN CALIFORNIA M ,...., 0 N ~ ~ t1---...----.---------------------------...----.----r----------------------------------r------------------------.---------------------r-----------------------------N 6 PREPARED BY: DEVELOPER: TITLE SHEET ~ l. ~ SJAtmc CONSULTING INC. -"-1"111-IE IRVINE COMPANY SEWER, ~~OM~~~[cO~~;EE:~~~ ~~~~M DRAIN ;..., ·· ~JG) 19 TECHNOLOGY DRIVE .~ "\ll----+---+------------------------+---+----1 IRVINE,CA 92618 .,, 550 NEWPORT CENTER DRIVE FACILITIES RELOCATION J.1-----+---+--------------------------+---+-----I Stantec 949,923,6000 -tee.com NEWPORT BEACH, CALIFORNIA ~ >1---~---,r----+-------------------------+----+----1 PLAN CHECK NO. 0336_2011 => g 01/29/13 AS-BUILTS: SEE CHANGES ON SHEET 4 (949)720-2200 CITY OF NEWPORT BEACH cc 1~:M;a:.::~n;M~ff::::::::::::::::::R.;f½~;~;m~w.;~::::::::::::::::::::::A~P.:P.:.:~n;M:ff~..L..-------------------------..L..:~=K~8~.M~cLULAN=:::....---~R~.c=.E.~5~1ru~1~(~~~~~~~J~W~71~J-....JL---------------....JL-------------...L..-S~H;...;;;;;;E~E~T...,;;;;~1;;;;;..~0~F~~9;;;;;..~~ = 0 • .., C C fD .., C ~ 0 a • fD ;..: fD "' a. "' .., i-i .., -0 ~ N '--;:,. 0 w >' g a. - "' • .., r.: 0 0 0 • E Q. ..;; • .., 6' -"' "' "' ... N ... 0 N .;;; ~ 0 • ·e Q. ~ > '-' z ! 0 -------------CENTER DRIVE • ; l(f)[EC[ l~MCEJ/ EX. STAIR'f 75 RAMP • -£-X-c-fiEWER-GN BOTH /DE-S- OP-EX/ lNG-STRAIR -AND-M ----, .....--ABANDON EXIST/ G 8" AOP WATER LINE IN PLACE C-0Nrf{ACT07?7 V-vtf{ff'r EXISTlfJG•---l 1-J~ CONNECTION AND LINE CONFIGURATIONS. =:'.,/ / NOTIFY ENGINEER OF ANY DISCREPANCIES. 10 12 15 1prz 151="''---f±l----------------n-----------------,----, { □ EXISTING BUILDING • • • .----------,-.i:=;1------__,1---------------i --- cf □ 0 01/29/13 08/24/11 DATE AS-BUILTS: NO CHANGES EXISTING BUILDING 0 0 0 EXISTING POOL REVISED LIMITS OF STORM DRAIN AND SEWER LINE REMOVALS REVISIONS 0 0 = 0 0 • l 0 APP. DATE 0 0 r ---:'1-----EXIST. £LEG. CONDUITS AND EQUIPMENT TO BE 0 DEVELOf'St REMOVED PER S£Pr 7;•.---------;.t!a DRY UTILITY PLANS SSCCbr: ~~:-7 @@ @ sscog - -:J • 21 EX/. . GAS LINES TO B REMOVED PER SEPARATE D ' UTILITY PLANS olHE RVINE CDMFWN ~ 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA (949)720-2200 2 6 6 1 25 EXIST. GAS LINES TO BE "---REMOVED PER SEPARATE DRY UTILITY PLANS EXISTING PARKING STRUCTURE ----- NOTE: No. 5103 Exp, 9/30/1 CIVIL 1/,--.,,,._-/4 f'REPAIED BY: ...-------_..,..- _..,..- ...-------_..,..-~ STANTEC CONSULTING INC . 19 TECHNOLOGY DRIVE IRVINE, CA 9261 8 Stantec 949.923.6000 CONTRACTOR SHALL VERIFY HORIZONTAL AND V£RT1CAJ.. LOCAOON OF £X/S11NG ununES AT THE POINT OF CONNECTION TWO WEEKS PRIOR TO CONSTRUCT/ON. THE ENGINEER TO BE NOTIFIED IN WRITING IF ANY DISCREPANCIES ARE FOUND. SEWER REMOVAL NOTES [I}---SAWCUT, REMOVE AND DISPOSE OF EXISTING AC OR PCC PAVEMENT. [g}-SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE HARDSCAPE/CURB . 0----REMOVE EXISTING 8" SEWER LINE AND CLEAN-OUTS. BACKFILL TRENCH PER CITY OF NEWPORT BEACH STD-106-L. [I}-REMOVE EXISTING SEWER LATERAL. BACKFILL TRENCH PER CITY OF NEWPORT BEACH STD-106-L. fil-----REMOVE EXISTING GREASE INTERCEPTOR AND RELATED APPURTENANCES. [I}-REPLACE PAVEMENT AND HARDSCAPE TO MATCH EXISTING. [z}-----REMOVE EXISTING SEWER CLEANOUT WATER REMOVAL NOTES [!Q)----SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVEMENT. §-SAWCUT SIDEWALK AT NEAREST SCORE LINE AND REMOVE OR REMOVE TO NEAREST EXPANSION JOINT AND DISPOSE. §---REMOVE EXISTING 8" OR 10" AC.P. WATER MAIN. BACKFILL TRENCH PER CITY OF NEWPORT BEACH STD-106-L. @J-REMOVE EXISTING 8" OR 10" VALVE, INSTALL BLIND FLANGE AT REMAINING TEE. §--REMOVE EXISTING WATER LATERALS AND METER BOXES. BACKFILL TRENCHES PER CITY OF NEWPORT BEACH STD-106-L. ~ REPLACE PAVEMENT AND BASE TO MATCH EXISTING. @-----UPON COMPLETION OF WATER MAIN INSTALLA T/ON PER SHT. 4, BACKFILL TRENCH PER CITY OF NEWPORT BEACH STD-106-L. REPLACE PAVEMENT AND BASE TO MATCH EXISTING. STORMDRAIN REMOVAL NOTES lgQj--SAWCUT SIDEWALK AT NEAREST SCORE LINE AND REMOVE OR REMOVE TO NEAREST EXPANSION JOINT AND DISPOSE . [nl-REMOVE EXISTING 18" RCP LINE TO EXISTING STRUCTURE. BACKFILL TRENCH PER CITY OF NEWPORT BEACH STD-106-L. illl---REMOVE EXISTING STORM DRAIN JUNCTION STRUCTURE. §-REMOVE EXISTING CONCRETE COLLAR. ~ REMOVE EXISTING DRAIN LINE. BACKFILL TRENCH PER CITY OF NEWPORT BEACH STD-106-L. ~ REMOVE EXISTING CATCH BASIN. ®--PROTECT ITEM IN PLACE GRAPHIC SCALE 40 BO l __ ~I (V) ,...., 0 N 650 NEWPORT CENTER DRIVE UTILITY RELOCATION UTILITY REMOVALS stafllec.-:om t-----------------~--------------11~ PLAN CHECK NO. 0336-2011 => CITY OF NEWPORT BEACH t-----------------1a:i :'/~~ 01/29/13 MARK B. MCLELLAN R.C.£. 51031 EXP. 9/30/13 SHEET 2 OF 9 ~ .., e fD 0 ~ a. : :::J c:: :::J rr- 11 : :::J □ I+ :::J 11 11 11 11 11 ::::i □ II 11 SS ABANDONED WITHIN STRUCWRE SS ABANDONED WITHIN STRUCWRE • -=-====::::I==== -== == == 11 • ----------------- ~ V---~'----------'SL....__-¥--,L....l¥'.------'..,___~~,,~."'-'<I.......Jv ~ ---:b-,---3E--=---- 5 c:: :::J j i---i-tnr:r..ti I+++~ STA 15+02.28 (/;~SMHNo.4 ~-+--------< 5 213!25 /NV ff IN N 21.3!05 /NV ff OUT W N50'44'J,/i"~ +t 38.7 LFW@ 2rD0% 9 q::r os44'36"£ ~:i=i=ltt:tttt!i=1=F:!ti=tt:t:m:m::j!:j:tt~=i=l=~:::tttttt:tttt:tt:::tttttt:t:t:tt J1!, 7 BOT SC£ TRE/'!.;CH n 9 18.2 TOP 4'f-SS W 218.95 INV,4" GREASE St£ PLUMBING, PLAN FOR CON· UATION .. 1i -=-t..~~~rr==-H _,..,. 11 11 11 11 11 ___ J..i_ __ _ ---rr--- 11 11 FUTURE PA · KING STRUCTURE 0 'EE..,PL Ii/BING PLAN I-LJ><!L--'--''--'--"-'.....,._.,._,_..,._,.___,___,._,.__,,_-"-,oi?~ON~N/1-4 TION SUB-SOILS DRAINAGE OR PARKING STRUCTURE THE SUB-SOIL DRAINAGE SYSTEM f OR THE PARKING STRUCTURE IS ~~6:~~/~E~~gH:g~ 1°cs~~A~ ~E~ l~E~~~;N A6~R:~L OF fOLLOl't;ING s EETS C!:ONTAI ED IN THE 6' a NEWPORT CENTE I DRIVE PARKING STRUCTURE I PLANS[ I I 11 I I I I I I I I I pHE[( f0.1 7 SPECIFICATlqNs FO, SUMf PUMf SP1 IN TH BASEl,rn~T B4 LEVEl OF THE P KING · RUCJURE. SHEET .,1.1 -, OVERALL PL. MBING SITE PLAN SHOWIN,·, 4" SANITARY ;EWER 1Pf lNT 1DF CO;NECTl;N AT IEAST ;ND OF1 STRUf i RE.II / 11 11 -11---n-- 11 11 I I ?HEET :p2)p ~ PLU BING LAN F , R SUB-SOIL DRAIN~GE PIIIING TO 1--~-~-~-~-----~~-~-~-~---u-sUMP-PUMP-SP . SHEET P2.1\~-~~ LEVEL PLUMBINIG PLAN WITH CALLOUT FO~ SUMP PUMP SP1. t: I r,a::a:$l:.$E$E!:$:Etlt / I • □ D ;L STA 12+44.36 0 ~ +-++-++-+-++-++-t-++++-t-++++-t-++ '----:;l---ft--!6:-EI----I---J-9-.1-5'_24_"_W~~~~~~~~~~-\-t---:;;;c='¾a#!#~~~~~-+----m-------:::=:::J,~-,;;?:::---i 2 205.44 INV0 ff WYE EXISTING BUILDING 0----~ EXISTING BUILDING 0 D PROP ff SD ~~:;;,~ijm~===~~~~~~;-----i~7°"~""iJ,p£fl. SHT. 4 209. 9() IN', 4i_-s,EWER I PROP 18" SD N24' 10'28" E SEE RLUMBING-PLAN 57' : PER SHT. 6 FOR •ONT/ UATION.-v"S?""Si=lr 'if-...!.....,,---,-....,.( N39'15'24"W 20.87' ' EWER INSl'i I:) EN 1'1Y -----__,..,, __,..,, -----__,..,, NOTE: CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UT/LmES AT THE POINT OF CONNECTION 1WO WEEKS PRIOR TO CONSTRUCTION. THE ENGINEER TO BE NOT/RED IN WRmNG IF ANY DISCREPANCIES N?E FOUND. PIPELINE CROSSING SEPARATION CHART ID FG ELEV. DOM WATER SEWER STORM DRAIN WATER/FIRE SEPARATION 1 219.5 FS -205.8 TOP 209.5 BOT -3.7' 2 222.3 FS -207.7 TOP 208.8 BOT -1.1' 3 222.3 FS 216.8 BOT 209.6 TOP --7.2' 4 222.3 FS -210.2 TOP -218.5 BOT 8.J' 5 222.5 FS 219.1 BOT 210.3 TOP --8.8' 6 222.1 FS -212.9 BOT 211.9 TOP -1.0' 7 222.5 FS -212.2 BOT 211.7 TOP -0.5' 8 222.1 FS 218.5 BOT 211.1 TOP -7.4' 9 222.2 FS -212.2 TOP -219.0 BOT 6.8' 10 222.1 FS -218.0 BOT -217.0 TOP 1.0' 11 222.3 FS -215.9 TOP -218.8 BOT 2.9' 12 222.2 FS • (218.7) BOT 217.5 TOP --1.2' 13 222.2 FS • (218.7) BOT 217.5 TOP --1.2' 14 222.4 FS 218.9 BOT 217.3 TOP --1.6' 15 222.6 FS -216.2 BOT 212.0 TOP -4.2' • CONTRACTOR TO VERIFY ELEVATION AND LOCATION OF EXISTING WAIER UN£ SEWER CONSTRUCTION NOTES 0--SAWCUT AND REMOVE EXISITNG AC PAVING PER PLAN. 0--:::----CONSTRUCT ff SDR-35 PVC SEWER MAJN WITH BEDDING PER C/7Y OF NEWPORT BEACH STD-106-L @-NOT USED @-===-CONSTRUCT ff VCP SEWER MAIN WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L ©-INSTALL 48" SEWER MANHOLE PER CITY OF NEWPORT BEACH STD-401-L. @--:--INSTALL 8° PVC WYE. 0---INSTALL SEWER CLEANOUT PER C/7Y OF NEWPORT BEACH STD-400-L AND DETAIL A/8. ©-:--CONSTRUCT 6" SDR-35 PVC SEWER MAJN WITH BEDDING PER C/7Y OF NEWPORT BEACH STD-106-L ©-CONSTRUCT 4" SDR-35 PVC SEWER MAIN WITH BEDDING PER C/7Y OF NEWPORT BEACH STD-106-L ®--::::---INSTALL 6" PVC WYE. ®-INSTALL 4" PVC WYE. ®-:::---INSTALL 4"x6" PVC INCREASER. @-INSTALL 4" 45' PVC BEND. @---=---REMOVE PORTIONS OF EXISTING SEWER PER PLAN AFTER NOTIFYING ENGINEER OF HORIZONTAL AND VERTICAL LOCATIONS. @-NOT USED ®--:--INSTALL SEWER LAIERAL CONNECTION TYPE 'A' PER CITY OF NEWPORT BEACH STD-405-L. @-CONNECT TO EXISTING SEWER. ®--=-NOT USED @-BACKFILL TRENCH AND REPAIR PAVEMENT AND BASE TO MATCH EXISTING PER C/7Y OF NEWPORT BEACH STD-105-L-D. @-::::--INSTALL JENSEN PRECAST SAND-OIL INTERCEPTOR, MODEL JZ5000SO, PER DETAIL F/9 ®-INSTALL JENSEN PRECAST SAMPLE BOX, MODEL 2432-Z, PER DETAIL G/9 @---:--INSTALL JENSEN PRECAST GREASE INIERCEPTOR, MODEL JP1000G, PER DETAIL H/9 @-INSTALL JENSEN PRECAST CLARIRER TANK, MODEL CL750, PER DETAIL J/9 @--:--INSTALL 3" SDR-35 PVC VENT PIPE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L @---INSTALL 3° CAST IRON VENT PIPE @--:::----INSTALL 3" CAST IRON 90' BEND @---INSTALL 3" CAST IRON 22.5' BEND @---=---INSTALL 3" SDR-35 PVC 22.5' BEND SEE SHEET 7 FOR SEWER PROFILE .., e fD 0 ~ a_ "' • .., ..; 0 0 0 ~ Q. ..;; • .., 6' • _j I 11 • 0 CONTRACTOR ;rP_l:l&E__fUMP ON SITE WHEN 5-DAY FORECAST OF RAIN EXCEEDS 40%. D • PROTECT POOL A MINIMUM CLEA' • • • EXISTING PARKING STRUCTURE '-I 1-------,---,,----, I • [Q] 50J--U...-----....b-,l,....,i( FIRE SERVICE LINE PER FIRE LINE PLAN, ISHT 5 ------------------- EASEMt NJ/pE/?'<S~RATi cofl11flJ~ijf UILT LQCA Tl INSTRUME~T f/ SEE SHEET 5 FOR @A~A ,.____,..,__,~ £ i: i~ LIMIT 0~91NG~ "- 1:2 0 -gj ~ )' 215.0 BOTTOM , ONTRACTqR ~O HAVE P~MP ~N SITE W~EN, 5-DAY F0RECAST (i)F llAIN EXCEi DS 40%. I PRf!f'OSE~ATER MAIN:-SEE Rl6Hr.?--··t-----* '/)\ * \) INTERIM FILL FOR UTILITY RELOCATION NG L SCALE: 1"=40' _ _A' ~I <'I, L~ I Flj E SERVICE LINE PER FIRE LINE PLAN, SHT J S'TA-1>1-20.05 -, , Ci.-Jlm . 'SfGFl0N JI} 2 -~ ~ I ;r-7 ' 11 I ~ t I I I I ti I I :[ I I l j I I I I I I I I ti I DEVELOf'St PROP. ff SS PER SHT J ----~ --------------------- D JI C I : i -. / ,,/" '-"'-" ~ i STA 10+00.00 ......,,__,, €-5 CL INTERSE_!:!JON' / / / / MAIN LINE 18" TO VALVE 12" TD BEND 5'-6'' 45' BENDS SEE PLAN FOR CONTINUATION AT HORIZONTAL BEND A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY. NOTE: CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCAnDN OF EX/STING UT/UllES AT THE POINT OF CONNECnDN TWO WEEKS PRIOR TO CONSTRUCnON. THE ENGINEER TO BE NOnAED IN WRmNG IF ANY DISCREPANCIES ARE FOUND. PIPELINE CROSSING SEPARATION CHART ID 'I' FG ELEV. DOM WATER SEWER STORM DRAIN WATER/FIRE SEPARATION 1 220.0 FG 213.8 BOT -210.9 TOP -2.9' 2 221.0 FG 216.8 BOT -210.9 TOP -5.9' J 221.0 FG 216.8 BOT 209.6 TOP --7.2' 4 221.0 FG 217.0 BOT 215.0 TOP --2.0' 5 221.0 FG 218.0 TOP --218.5 BOT 0.5' 6 221.0 FG 218.0 TOP --219.1 BOT 1. 1' 7 222.1 FG 217.1 BOT 210.7 BOT --6.4' * FG EL£VAnONS REFIECT INTERIM GRADING CONDmONS PER THE SKETCH AT LEFT. POTABLE WATER CONSTRUCTION NOTES (PUBLIC) @--S4WCUT AND REMOVE EXISITNG AC PAVING PER PLAN. ®-=-REMOVE MINIMUM 1 PIECE OF EXISllNG ACP WATER MAIN TO NEAREST JOINT. @-INSTALL 1o·x10· D.I. CROSS WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A ®-=--INSTALL 12" ACP TO PVC DRESSER. ®-INSTALL 10" ACP TO PVC DRESSER. @-=--INSTALL 12" x 1 O" D.I. TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A @-INSTALL 1 a• D. I. TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A @--INSTALL 12" C900 CL200 PVC WATER MAIN WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. @-INSTALL 10" C900 CL200 PVC WATER MAIN WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. @--INSTALL ff C900 CL200 PVC WATER MAIN WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. ®--INSTALL 12" GATE VALVE PER CITY OF NEWPORT BEACH STD-508-L. ®-=-INSTALL 10" GATE VALVE PER CITY OF NEWPORT BEACH STD-508-L. ®-INSTALL 10" 45" D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A ALL DUCnLE IRON AmNGS SHALL BE C-110. @----INSTALL 10" 90' D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A ALL DUCnLE IRON AmNGS SHALL BE C-110. @-INSTALL 10" 22 ½' D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A ALL DUCnLE IRON ATTINGS SHALL BE C-110. ®--REPLACE AC OR PCC PAVEMENT AND BASE TO MATCH EXISllNG PER CITY OF NEWPORT BEACH STD-105-L. @--INSTALL 10"x6" REDUCER. @-=--INSTALL FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE PER CITY OF NEWPORT BEACH STD-500-L. ®--INSTALL 1o·x ff D.I, TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A ®--=--INSTALL ff GATE VALVE PER CITY OF NEWPORT BEACH SW-508-L, @---INSTALL 1 a· xff REDUCER. ®-=--INSTALL 2" DOMESTIC WATER SERVICE PER CITY OF NEWPORT BEACH STD-503-L. @--INSTALL ffx4" REDUCER. @--=--INSTALL 4" PVC SCHEDULE 40 LATERAL WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L @--INSTALL 4" 90' D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A ®--=--INSTALL 4" COMPOUND WATER METER PER CITY OF NEWPORT BEACH SW-514-L. ®--INSTALL ff 45" D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A ALL DUCnLE IRON ATTINGS SHALL BE C-110. POTABLE WATER CONSTRUCTION NOTES (PRIVATE) ®-INSTALL 2" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE PER CITY OF NEWPORT BEACH STD-520-L -A. @---INSTALL 1 ½" REDUCED PRESSURE PRINCIPLE BACKFLOW DEVICE PER CITY OF NEWPORT BEACH STD-520-L -A @-CONSTRUCT 2" P. V.C. SCHEDULE 40 LATERAL WITH BEDDING PER CITY OF NEWPORT BEACH AND STD-106-L. @--CONSTRUCT 1 ½" P.V.C. SCHEDULE 40 LATERAL WITH BEDDING PER CITY OF NEWPORT BEACH sm-106-L. @-NOT USED. @-=-INSTALL 4" PVC SCHEDULE 40 LATERAL WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L ®--INSTALL 4" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENnON ASSEMBLY PER CITY OF NEWPORT BEACH STD-520-L, @--INSTALL 4" 45" D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A GRAPHIC SCALE 40 BO l __ ~I ( IN FEET ) 1 Inch = 20 ft . f'REPAIED •~ 650 NEWPORT CENTER DRIVE (V) ,.., 0 N -~~1i TIE IRVINE COMPANY \~ STANTEC CONSULTING INC, UTILITY RELOCATION ·~ I/G' 19 TECHNOLOGY DRIVE 01/29/13 AS-BUILTS: REVISED WATER LINE LOCAnONS IN CENTER DRIVE •JI' 550 NEWPORT CENTER DRIVE No 5103 IRVINE,CA 92618 WATER PLAN E,p 913011 Stantec 949.923.6000 -m m t--------------------,,--------------1~ 07/02/12 REVISED WATER APPURTENANCES AS NEEDED TO ADDRESS SIDEWALK REALJGNMENT NEWPORT BEACH, CALIFORNIA civic -.L/fl PLAN CHECK NO. 0336-2011 1-1 ~ 08/24/11 REVISED WATER LINE AT PARKING STRUCTURE. ADDED NOTE 52. REVISED NOTES JO&: J6 (949)720-2200 1/,---,,,_-/4 :'/~~ 01/29/13 CITY OF NEWPORT BEACH ~ i1-_____________________ ....,JL...,;,;.;,;.....L.,~~~ri~r...1.. ______ ~R£Vi:;.;.;.;~~~~w.~~;.... ________ ~A~P.~~~-...L.,;n~~~~;....1-______________ ._ _____ ....1.~MAR~K~a~.~~~LEUAN;;;.;.;~--...;;;;R.c~.£~.s~1a~J1~~~~~~~J~w~1J_.i.... ____________ _._s_H_E_ET_=4=--o_F.....;=g;;;..a~ . 0 ., .. i'n FIRE/SPRINKLER SYSTEM NOTES JUIN ti(/~ I. nm:. & I 21 1.50 INSTALL 4"x90' DOWNWARD BENQ(jl) ...,.,_ __ ~ NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS AND SPRINKLERS 1. PRIOR TO INSTALlATION, ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE BUILDING DEPAKTMENT. 1. PRIOR TO INSTALlATION, REQUIRED PERMITS SHALL BE SECURED FROM THE CITY BUILDING DEPARTMENT. 7. ALL PIPE SHALL BE APPROVED FOR USE IN "FIRE SERVICE SYSTEMS-, CLASS 200 MINIMUM. ALL FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS PIPE AND FlmNGS SHALL BE PROTECTED WITH A LOOSE 8-MILL POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH A 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 -/NV -Z: ~✓ ~='f:·e;_~Ef7:tED_JD/NlS,1-l 0 _-=\'----rt-=----,-~----------□---------;•;;-____!/----\1------;;,===,,~I! ~ \ J INSTALL 4" D.I.P. FIRE LINE DOWN 63 • • • • PARKING STRUCTURE WALL = I I -) J ;-~'s @) 0 '64' ' T / Pi TECT £ S 1NG F.D.C. 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS, 2) FOR HYDROSTATIC TESTING, AND J) FOR FLUSH. SCHEDULE ALL INSPECTIONS 24 HOURS IN ADVANCE. CALL CITY OF NEWPORT BEACH AUTOMATED LINE AT 949-644-3255 OR GO ONLINE AT <HTTP://WWW.CITY.NEWPORT-BEACH.CA.US>. J. INSTALlATION, INSPECTION, AND TESTING SHALL CONFORM TO 2002 NFPA 1J. 4. DOUBLE CHECK BACK FLOW PREVENTION VALVE ASSEMBLY REQUIRED. CONTACT THE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644-3311. 5. FIRE HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER. THE LOWEST OPERATING NUT SHALL BE A MINIMUM OF 11! ABOVE GRADE AND THE HYDRANT FlANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE. 6. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET 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. 7. ALL PIPING SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (ClASS 150 MINIMUM). CLASS 200 PIPE SHALL BE USED WHERE THE PRESSURE MAY EXCEED 150 PSI. 8. ALL FERROUS PIPE AND FlmNGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. THE ENDS Of THE TUBE AND SPLICES MADE F"OR ·rs OF OTHER PIPING COMPONENTS SHALL BE SEALED WITH 2" TAPE, APPROVED FOR UNDERGROUND USE. GALVANIZING DOES NOT MEET THE REQUIREMENTS OF THIS SECTION. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER CORROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALlATION. 2. INSTALlATION, INSPECTION AND TESTING SHALL CONFORM WITH THE 2002 EDITION OF NFPA STANDARD 13 AND 1995 £DITTON OF NFPA STANDARD 24, INCLUDING ANY AMENDMENTS BY THE CITY OF NEWPORT BEACH FIRE DEPT. WHERE THE WATER AUTHORITY REQUIRES BACKFLOW PROTECTION THE FOLLOWING METHODS OR ASSEMBLIES ARE ACCEPTABLE: A. AN ABOVE-GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY, PAINTED WHITE, AND WITH THE VALVES LOCKED IN THE OPEN POSITION. VALVES CONTROWNG MORE THAN 100 SPRINKLER HEADS SHALL BE MONITORED TO AN APPROVED LOCATION. J. APPROVED FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE LOCATED WITHIN 25' OF A PUBLIC FIRE HYDRANT. THE FDC SHALL BE ORIENTED TO FACE THE FIRE DEPARTMENT ACCESS ROAD. THE FDC SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED FROM MECHANICAL INJURY. THE SIZE OF PIPING AND NUMBER OF INLETS SHALL BE APPROVED BY THE FIRE DEPT. FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED WHITE. 4. PER NEWPORT BEACH FIRE DEPARTMENT STANDARD No. F-1, REQUIREMENTS FOR IDENTIFICATION SIGNS AT FORE DEPARTMENT CONNECTIONS ARE AS FOLLOWS: A. SIGNS SHALL BE CONSTRUCTED OF A DURABLE MATERIAL, PREFERABLY METAL. B. SIGNS SHALL BE A MINIMUM OF FOUR INCHES HIGH BY EIGHT INCHES WIDE. TO POLY-TUBE INSTALlATION. 8. A MINIMUM OF J6" OF COVER FROM FINISHED GRADE TO TOP OF PIPE SHALL BE PROVIDED ABOVE PIPE. 9. THRUST BLOCKS OR OTHER APPROVED METHOD OF THRUST RESTRAINT SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. SEE CITY OF N.B. ST0-510-L-A FOR DETAILS. 10. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT COMPLETE "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT THE TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 2002 EDITION. 11. ALL FIRE RElATED COMPONENTS, FDC, PIV, BACKFLOW DEVICES SHALL BE PAINTED SAFETY RED. FIELD INSPECTION NOTES AND REQUIREMENTS INSTALL 4" x90' BEND • ~ x'_ "-60 l!J'f.1 ,,...._ / 12•5 L.F. 6J 211.50 /NV (BELOW SlAB) 7l • I 1 / <..?o ~ ,[f~:_;;:_.c:.,=-=,_,;(~66~11Y r ·v [2J 1t--+--,,1.,,6.,,.5="L"".£=l~-·6J-~✓-5o _z7_ .,. WeeLY--1./NE_eE!LW, ER-1 '.AJi, Sli/T -----'.?<', ----,11u.._-_-_-.J-1-_-_-_-'-J1"" .. II 7 0 /ACE -I I /,NSTALL 4"x90' BEND -V7) = ~r----/t=~t=~ --~2-1-1 .. 50-INV-(BfLOW-SbAB)~ • I ~ ~ ~=-==-:::-=i1c:11CJ1c::11r::::Jllli / JNSTALL 4• D.I.P. FIRE LINE UP -(6J) I : ~_:i .---b • .,,UR&-WJ'.L. ' -r ~ ·- ~ "-I TALL 4• x90' DOWNWARD BEND-f77' \ (! 1TH_ RES_TRAJNED JOINTS) \;.:.,I 1O"-W ACP \J EX/;]. 10· ACP / WA tR LINE , _/ • ,7 C) CENTER - DRIVE I I 1/ _,, .. _ , ", I . 9. A 12" BED OF CLEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE THE PIPE (TOTAL 24"). 10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL. C. LETTERING ON THE SIGN SHALL BE AT LEAST ONE INCH IN HEIGHT ON A CLEARLY CONTRASTING BACKGROUND. 1. A FINAL INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTIONS AND TESTS FORTY-EIGHT (48) HOURS IN ADVANCE BY PHONING (949)644-3255. 2. THE TRENCH SHALL BE EXCAVATED 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. /' I ix, 1------\, ----'----1---\ -----------------J'------------------_, ____ ------- /; '· \ \\ )+-• ---~ ;----\. / ...cc</ ----t --------------+--------------+----- / '- 11. A MINIMUM OF JO" OF COVER, FROM FINISH GRADE TO THE TOP OF THE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM OF J6" COVER SHALL BE PROVIDED. D. SIGNS ARE TO BE PERMANENTLY MOUNTED ON THE BUILDING ADJACENT T THE FDC OR ON THE FDC AND MUST BE VISIBLE FROM THE ADJACENT ROADWAY. 12. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHALL BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. F. ALL SIGNS MUST STATE THE ADDRESS OF THE BUILDING BEING SERVED AND IDENTIFY THE TYPE OF SYSTEM SERVING THE BUILDING. SEE FIRE DEPT. sm No. F-1 FOR SIGN DETAILS. 3. A HYDROSTATIC TEST (TWO HUNDRED PSI PRESSURE FOR TWO HOURS OR FIFTY PSI OVER THE MINIMUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED AND FIFTY PS/) SHALL BE WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. THE TRENCH SHALL BE BACKFILLED BETWEEN JOINTS BEFORE TESTING TO PREVENT MOVEMENT OF PIPE. /10· SUPPLY LINE PER WATER PIAN, S 4 ' 0 ~fi~➔--e---+-+---1-----------!4." / .__,, "'=fl 13. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PlACE. 14. A HYDROSTATIC TEST (200 PSI FOR TWO HOURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, WHICHEVER IS GREATER) SHALL BE WITNESSED BY AN NBFD INSPECTOR. THE TRENCH SHALL BE BACK-FILLED BE1WEEN THE JOINTS TO PREVENT MOVEMENT OF PIPE. 15. THE SYSTEM SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4• HOSE OR PIPE UNLESS OTHERWISE APPROVED BY THE NBFD INSPECTOR. NBFD INSPECTOR SHALL WITNESS THE FLUSH. 16. PRIVATE HYDRANTS, SPRINKLER CONTROL VALVES, POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED. 17. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITTON. VALVES SHALL BE MONITORED If THEY SERVE 100 OR MORE SPRINKLER HEADS. 18. CONTRACTOR SHALL PROVIDE TO FIRE DEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING / ABOVEGROUND PIPING" AT TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 1 J, 2002 £DITTON. 19. PROVIDE SIGN ON FDC IN ACCORDANCE WITH NEWPORT BEACH FIRE DEPARTMENT STANDARD #F-1 (ATTACHED) SHOW SIGN ON PIAN. 20. POST INDICATOR VALVES SHALL BE SET SO THAT THE TOP OF POST WILL BE 36 INCHES ABOVE FINAL GRADE. 21. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THAN 18 INCHES AND NOT MORE THAN 4 FEET ABOVE THE LEVEL OF THE ADJACENT GRADE OR ACCESS LEVEL. 22. ON SITE HYDRANTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. 23. BACKFILL SHALL BE WELL TAMPERED IN /AYERS AND WETTED UNDER AND AROUND PIPES TO PREVENT SETTLEMENT OR lATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND TO A MINIMUM 12 INCHES BELOW AND TO MINIMUM OF 12 INCHES ABOVE THE PIPE. 24. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE FINISHED FLOOR. A MINIMUM OF 2 INCHES CLEARANCE (/NTERSTTT/AL SPACE) SHALL BE PROVIDED WHERE THE PIPE PASSES THROUGH THE FLOOR WALL. ·•- V I I --L,l _ _,Q 4S•BEND DEAD END 5. EVERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE PRIVATE MAIN. 6. PRIVATE HYDRANTS SHALL BE AN APPROVED WET BARREL STYLE WITH A MINIMUM OF ONE 2.5" AND ONE 4• OUTLET. ALL OUTLETS SHALL BE PROVIDED WITH NATIONAL STANDARD THREADS. ALL FIRE HYDRANTS SHALL BE INSTALLED ON A 6" RISER. 4" OUTLET(S) SHALL FACE TOWARD THE FIRE DEPARTMENT ACCESS ROADS. THE LOWEST OPERATING NUT SHALL BE LOCATED A MINIMUM OF 18" ABOVE GRADE, AND FIRE HYDRANT FLANGE(S) A MINIMUM OF 2" ABOVE GRADE. FIRE HYDRANTS SHALL BE LOCATED A MINIMUM OF 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). FIRE DEPARTMENT NOTES 1. A 12" BED Of CLEAN FILL SAND SHALL BE PROVIDEO BELOW AND ABOVE THE PIPE (TOTAL 24") 2. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL. J. THE TRENCH SHALL BE EXCAVATED fOR THRUST BLOCKS AND INSPECTED PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PlACE. 4. ALL CONTROL VALVES SHALL BE LOCKED IN THE OPEN POSITTON. VALVES SHALL BE MONITORED If THEY SERVE 100 OR MORE SPRINKLER HEADS. 5. CONTRACTOR SHALL PROV/OE TO FIRE OEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 1 J, 2002 £DITTON. 4. THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EXISTING SYSTEM STUB-OUTS. FLOW RATE SHALL BE A MINIMUM OF 10 FT/SEC THROUGH NOT LESS THAN 4-INCH PIPE OR HOSE. APPROVED EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED BY AN INSPECTOR. 5. ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES. 6. ALL FIRE SPRINKLER SYSTEM CONTROL VALVES (INCLUDING DETECTOR CHECK ASSEMBLY VALVES), SHALL BE SUPERVISED BY A CENTRAL A/ARM SYSTEM APPROVED BY THE CITY OF NEWPORT BEACH FIRE DEPT. 6. THE FIRE DEPARTMENT CONNECTION SHOULD BE LOCATED NOT LESS THE 18 INCHES AND NOT MORE THAN 4 FEET ABOVE THE LEVEL OF THE ADJACENT GRAOE OR ACCESS LEVEL. 7. ON SITE HYDRANTS SHALL BE PROVIDED WITH BLUE DOT REFLECTIVE MARKERS. 8. BACKFILL SHALL BE WELL TAMPERED IN /AYERS AND WETTED UNDER AND AROUND PIPES TO PREVENT smLEMENT OR lATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND TO A MINIMUM 12 INCHES BELOW AND TO A MINIMUM OF 12 INCHES ABOVE THE PIPE. 9. ONLY DUCTILE IRON PIPE SHALL BE USED UNDER BUILDINGS. PIPE UNDER BUILDINGS SHALL TERM/NA TE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE FINISHED FLOOR. A MINIMUM OF 2 INCHES CLEARENCE(/NTERSTITIAL SPACE) SHALL BE PROVIDED WHERE THE PIPE PASSES THROUGH THE FLOOR WALL. SU!JECT TO UTIL DEPT. INSPECTION I SUBJECT TO FIRE DEPT. /NSPECTl£N AN APPROVED BREAK-AWAY PAD-LOCK, OR CHANGEABLE COMBINATION LOCK (KEYS OR COMBINATION TO BE LOCATED AT FIRE SPRINKLER RISER & KNOX BOX) I ~---8" OR 10" DOUBLE CHECK DETECTOR ASSEMBLY I /' FEBCO MODEL 876 ~~AP~P~RO=X~. ~4_•-~o•---i......-,./' 1 '-6" (U.S.C. APPROVED) ~~ : ,, .. - 6"x 2if FOUR-WAY FIRE DEPT. CONNECTION POTTE.i?-ROEMER MODEL 57B1-B OR -APPROVED EQUIVALENT; ROTATEO TO I o ~ l / FACE DRIVE AISLE; TWO LOCATIONS I I/ 6" WAFER CHECK VALVE I 1 ~ '/ METAL SIGN WITH 1" HIGH LETTERING : j -= V-':c~G~lfrttJt I~~Jor::J,~ WHITE METAL SIGN WITH REO __.:a,~11 7 LETTERING 1" HIGH WITH 3/16" STROKE AND --.....,i:hL.llJI PERMANENTLY MOUNTED; 22H 'BEND ~~ - ~ 1 , , 1 /f~ .. ~~ ""....,,,~ n l •• C •• _J :~=r--,:~~~J-~ 7" • ;-;Ir-, 1-, TYPICAL THRUST BLOCK 1•..:..,...+-~=/~ PERMANENTLY MOUNTED I I 8" SIGNS SHALL READ: BUILDING NUMBER PER PIAN , MIN. BURY LINE PER SPRINKLER SYSTEM 650 NEWPORT CENTER DRIVE MANUFACTURER ----..___ --,,.,.,._,'7>7'.,..,,..,.,,.,..,rl~--+.-,,~~"tt"C-- /, % ~Wl ',, ?> / % ~ ~ . 110 •BEND GENERAL NOTES: 2. Tt11111$l ~t>CkS s'1c:il bear OQCin!:t undiSti.rbed sol, D(l~f1II t6mpod:Dd !,:, 100,: u 101; ... c::omp,g;(ion or ! 100 E too slur.,_ • ~ <ISi! . ;,;_ 8enril,9 O"<:OJ L > B .,,.. -cornlP1-1l•d for l~l pro:5:;ure5 of 22!! P'"° in main" !Qio:I ifl o cot>esiOr>ln~ !ilOf (;-OJ "'11th rntemal wO\jlc □f foclloo of ::i1: o tmll wef9M of 170 PCF, ond 01 /to!ll J6" l)f c011er. ~-~"''t"CJ Ql'elJI::-L ) H :#iall b= 01,i,ro"t:d ~ the ~n~neer ntien muins: (A) h~.ir ,;,l)l:IIISI wedo:u foil than ducrib•d o!>c~·e S~c,,,,':'";e::;., 'hon :56• of u,ver, (C) ..,71 be te:sled Gt mor<) \han 225 PSI ,;,r (DJ on::: mil repr$sen!ed by II lillifl!1 or ll~e 5. I.I ;,. ~P,'•,:..~~S '! e,,,~Tl)ol ,l!, H for ,mohr t~.sl blOI.~, L I$ ',lfe<Jlet then tt for larger t1111.1u l:IIC>Ck.► H ~hllll r,ol u:c:ttd rcn .. 11 c: ll''L ee ., -111...--L lor ~undord tumch dtc1>P.nslons. FLOW / ( SPRINKLER SYSTEM PARKING STRUCTURE 670 NEWPORT CENTER DRIVE 8"x8"X6" VERTICAL TEE TO 90'BEND 10" ODC ~----✓ ---....._ VERTICAL TEE COAT ALL EXPOSED BOLTS & '% THREADS WITH HENRY'S #204 PlASTIC ROOF CEMENT OR AN APPROVED EQUAL __ ___s;i~n~ h ! ~ THRUST BLOCK PER TO MAINLINE VERTICAL 90'BEND CITY OF NEWPORT BEACH ST0-510-L-A AND I I 11 BUILDING EXTERIOR WALL ------------.._ ~ I I 11 11 11 SEE FIRE SPRINKLER PLANS FOR CONTINUATION PROPOSED TEMPORARY 8" 0./. BLIND FLANGE \ '.NSTALL MECHANICAL (RESTRAINED) \0/NT SYSTEM AT ELBOW \ i i INSTALL MECHANICAL ~,__~IB"~MAX~. _...,:n 'to FINISHED FLOOR .~•, ___ ._·._•_if' WRAP D.I. RISER WITH 2.5" t.-,---,--..-.< r--...._~_THICK SEMI-RIGID PlASTIC • • ,..-FOAM WRAP TO ALLOW ' • • I ' FLEXIBILITY. POUR SlAB / /\ AGAINST WRAP TO MAINTAIN 2" CLEAR OPENING AROUND • • -'<: D.I. PIPE. • • ['-..___ '\_INSTALL MECHANICAL (RESTRAINED) ,......--,-------...i.......;...· __.,,,--,~I_-..........__,--......_ JOINT SYSTEM AT ELBOW . . X GRADE BEAM PER - 8" DUCTILE /RONi'-(C-l 50 CLASS 53 . , ,/ •• " • 6" • • • • • STRUCTURAL PlANS • • • • 12" SLEEVE OR 12" CORE • • • "' " • • NOTES: 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UT/UT/ES AT POINT OF CONNECTION PRIOR TO CONSTRUCTION, AND NOTIFY ENGINEER OF ANY DISCREPANCIES 2. THRUST BLOCKS SHALL NOT CONTACT ANY UTILITY OR FOOTING UNDERGROUND FIRE CONSTRUCTION NOTES (PRIVATE) @-INSTALL 8" FEBCO MODEL 876 DOUBLE CHECK DETECTOR ASSEMBLY PER CITY OF NEWPORT BEACH ST0-517-L AND DETAIL "8" HEREON. ®-=--REMOVE PIPE SECTION AND INSTALL BLIND FLANGE. PROTECT WALL AND RAMP IN PlACE. @-INSTALL POTTER-ROEMER MODEL No. 5752 FDC ON ENCLOSURE WALL. S/GNAGE TO MATCH EXISTING. ®--=--INSTALL 4" D.J. PIPE PER CITY OF NEWPORT BEACH SSP 207-9 AND ST0-106-L. @-INSTALL 8" C900 CL200 PVC PIPE WITH BEDDING PER CITY OF NEWPORT BEACH STD-I 06-L. ®---=-INSTALL 8" D.I. PIPE PER CITY OF NEWPORT BEACH SSP 207-9, ST0-106-L AND DETAIL K/9 ®-INSTALL CATHODIC PROTECTION TEST STATION PER DETAIL K/9. @-=--INSTALL 8"x 90' D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH ST0-510-L-A AND DETAIL A HEREON . @-INSTALL 8"x 45' D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH ST0-510-L-A AND DETAIL A HEREON. '69'---INSTALL 10"x8"x8" -D.I. TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH ST0-510-L-A "L......Jf-----"-----'----.-'-..::• _ __J ~ AND DETAIL A HEREON . / \ @-INSTALL 8"x 8" -D.I. TEE WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L-A • -. • . THRUST__/ MAT FOUNDATION PER ____j, AND DETAIL A HEREON. BLOCK STRUCTURAL PlANS @--INSTALL 10" FEBCO MODEL 876 DOUBLE CHECK DETECTOR ASSEMBLY PER CITY OF NEWPORT NOTES: BEACH ST0-517-L AND DETAIL "8" HEREON. TO MAINLINE I. PIPE FlmNGS SHALL BE WRAPPED WITH TWO /AYERS OF 90-LB TAR PAPER OR FELT @-INSTALL 6"X2 1/2" 4 WAY FIRE DEPARTMENT CONNECTION {FDC} PER CITY OF NEWPORT BEACH 45, Bend 0" GENERAL NOTE: 2. ALL BURIED BOLTS SHALL BE COATED WITH "DEVWRAP 1425" OR APPROVED EQLIAL FIRE DEPT. THRUST BLOCK BEARING AREAL X H IN SQUARE FEET DETAIL C HEREON Fitting & Size DwdEnd r~e c,r c,.oss 90° 8end 21H 0 Boul I TG".Bt!f'ld DW UNE SCHEMA11C TO l DOC MATERIALS SHALL BE h'z\____ '-3 UL LISTED FOR FIRE SERVICE. 3. THRUST BLOCK BEARING FACES SHALL BE PlACED AGAINST UNDISTURBED SOIL, APPROVED ~ INSTALL 10" C900 CL200 PVC PIPE WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. fil ~: COMPACTEO BACKFILL OR ClASS 100-£-100 SLURRY ®-INSTALL 8" POST INDICATOR VALVE. SEE DETAIL "B" HEREON. 5 '" FEBCO MODEL 876V DOUBLE CHECK ASS EM BL y 4. THRUST BLOCK SHALL BE ClASS 560-C-3250 CONCRETE. ~ it ,., PER CITY OF NEWPORT BEACH STD-S 1 ?-L ~ CONNECT TO BUILDING FIRE SPRINKLER SYSTEM PER DETAIL "C" HEREON. •• 1.7 , .• 2.4 6" 3.7 '' ,, ,. 6.1 ,., 9.4 12" l :'i.l) 21.2 "~ □.1 O.J 1.5 0.7 2.6 I.) ,., 2., ~ ;H PIV AND FDC EB FIRE SERVICE CONNECTION TO RISER / C ®-NOT USED (V) § J_ NOT TO SCALE ~ INSTALL 4"x 90' D.I. BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH ST0-510-L-A ~ ~ CITY OF NEWPORT BEACH '"•ovm, ~ NOT TO SCALE \.. -AND DETAIL A HEREON. ~ 3 PUBLIC WOR.KSDEPARThtENJ -- 1 kCE NO..kilOti l'Ul:ILK:WOR.Xs Dllt.ECTOR ~=====~~=====l===============================================::J::::::[::=~~=r1~DEVEL==0=-=.:------.....l--------1 --------.-:A=EF=MED==-=s=Y1=-: ___________ L __ "'T ______________________________ Jr-i : THR UST BLOCKS n~'""'i;" , "''""·r.s. ~ ~R~fESSio,v,1( 65Q NEWPORT CENTER DRIVE ~ lo -----· --------~;:;_~INGNO_._'__.s,,_T,D--5 10-L:A. Ai\. Dl/29/IJ AS-BUILTS: NO CHANGES \"tTIE IRVINE COMPANY /: 0· Mc,"'<;\ \~ ~~~~~~CNoCfoNGS~~~•INVEGINC. UTILITY RELOCATION I -THRUST BLOCK DETAILS .~ ~ ~ W:,' • ' . ,~ / hi,. 07/02/12 REVISED FIRE LINES SERVING THE 650 TOWER AND 670 P.S.; ADDED NOTES 6B & 7J •JIii' 550 NEWPORT CENTER DRIVE =; No 51031 ; = 9iR4v9iN9E2,3cA600902618 FIRE LINE PLAN 1 PER CITY OF NEWPORT BEACH STD-510-L-A ' A A 1< * Stantec • • -m m :z, , 08/24/11 REVISED LOCATION OF B" ODC AT PARKING STRUCTURE NEWPORT BEACH, CALIFORNIA ~,, ~;~~~134-"° y:/fl r--------------------,-::Pc--LA-:--:Nc:--::Cc-:H:::-EC:cK--:--:-:-N0-::-.- 0 - 3 - 3 - 6 -_- 2 - 0 - 1 - 1 --1~ NOT TO SCALE -IA\ 05/16/11 REVISED NOTES 64, 65, 66 & 76. CHANGED CERTAIN PIPE FROM D.I. TO PVC. (949)720-2200 "1' OF C~\.\\',)"> :ftut/!§Jllq~ 01/29/13 CITY OF NEWPORT BEACH _, 1. ______________________ -_ ....... ..;.M,;,,;;o;.;.· ....1...:;;:DA;.;;Ti:..:;r~ ______ ,:,,:;R£Vi:;.:;,:;1s,~,a~w..:;;;:s-:.... ________ ~AP.~'P:,;.. ~n~!4~TE;.....L.. ______________ L _____ ....L~MAR~K !.a . .!MC~l.El.lAN~~--~R.c=.E;..;-5~10~31~rx~P-_!9~V3~a1'.!:13~L------------J.;. =s;;. ~H~-=!:E~E~T::Js~:]o~~F-..;_;;_;g9_;;_J ... ~ 16" 2:6.(i 31_6 l7.6 18" :J.J.7 41.6 47.6 24" 59.9 84.6 84.6 30" 93.6 13?:.2 ll2.2 10.4 5.2 13.J 6.6 23.3 11.7 36.:S 18.l .., C C fD .., C ~ 0 a • fD ;,.: fD "' a. ... .., i-i .., -0 N '--;:,. 0 w >' g a. "' • .., '° 0 0 0 • E Q. ..;; • .., 6" -"' "' "' ... N .,. 0 N .;;; ~ 0 • ·e Q. ~ > '-' z ! 0 --f----- FUTURE PARKING STRUCTURE EXISTING BUILDING 0 0 □ • C :::J i::1 I C :::J i::1 EXISTING BUILDING 0 11 • I ,llill:: C :::J 11 11 ___ u __ ---n-- 11 11 0 EXISTING POOL PROP 10" OW P/i:RTS_fl 4::J I T I I l-4F=-l'il PROP 'I?' sti:;s=1 PER HT. J -9:'t lf1 !t===l t 00 t! !j ++++Ill 89 14+94.96 LINE "A" END 18" RCP fP INSIDE WALL t.tANHOLE LINE "A" , N51'15'24"W-•81 14+96. 6 LINE "A" 'i. MAN OLE 82 ffi~+fl ~ f f ~~~ nlf .. JI 0 □ F BUILDING F.F.=222.82 0 0 tt\---.-,,,__ _______________________ ,,, ______ _ '--'-r-::-.~~~~z.~ru:11==:t;;;,,1--,~7~-o~:i=iiioo~;o~o-t~·1~Nc~•c:,;:;"~~~-~---~_------211 ------- Oit-15.74 LINE " " l l +88.56 LINE "A EC _../ _,,,.--,---- _../ _../ _../ ~ ~ ~ 01/29/13 AS-BUILTS: NO CHANGES ~1------"M-'OL_. -+-D,-'c-M--'=TE=-+-------R.~:E½~7S,~~~'ON.-:S'~----------+--A~P.~'P-. +--=-DA~T!.="E-• _,,,.--,---- ------_,,,.--,---- - --------_../ -------- CURVE DATA ID DELTA RADIUS LENGTH TANGENT A 52'20'43" 22.5' 20.56' 11.06' B 78"26'11" 22.5' JO.BO' 18.36' C 7B"OO'oo" 22.5' J0.63' 18.22' - - --- PIPELINE CROSSING SEPARATION CHART ID FS/FG ELEV. DWWATER SEWER STORM DRAIN SEPARATION 1 222.J FG -207.7 TOP 208.8 BOT 1. 1' 2 222.J FG 216.8 BOT -210.9 TOP 5.9' J 222.5 FS -213.5 TOP 211.5 TOP 2.0' 4 222.5 FS 218.5 BOT -211.8 TOP 6.7' 5 222.6 FS -217.0 BOT 212.0 TOP 5.0' NOTE: CONTl?ACTOR SHAJ.l VERIFY HORIZONTAL AND VERnCAI. LOCARON OF EXISRNG um.mES AT THE POINT OF CONNECTTON 1WO WEEKS PRIOR TO CONSTRUCnoN. THE ENGINEER TO BE NORFIED IN WRlnNG IF ANY DISCREPANCIES ARE FOUND. STORM DRAIN CONSTRUCTION NOTES @-CONNECT TO EXISTING JUNCRON STRUCTURE PER CITY OF NEWPORT BEACH STD-310-L. @---coNSlRUCT 18" RCP STORM DRAIN (D-LOAD PER PLAN} Wl1H BEDDING PER CITY OF NEWPORT BEACH STD-106-L. @-coNSTRUCT 48" DIA. MANHOLE PER DETAIL "(; ON SHEET 8. @--INSTALL JUNCRON STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD-310-L. @-INSTALL STORMGATE MANHOLE PER CONTECH STORMWATER SOLUTIONS SPECIFICATIONS AND DETAIL "E" ON SHEET 8. @--INSTALL CONNECRON ASSEMBLY PER CITY OF NEWPORT BEACH STD-312-L. @-INSTALL 8' x 16' PRECAST STORMFILTER UNIT PER CONTECH STORMWATER SOLUTIONS SPECIFICATIONS AND DETAIL "D" ON SHEET 8. ®--INSTALL 8" SOR 35 PVC STORM DRAIN Wl1H BEDDING PER CITY OF NEWPORT BEACH STD-106-L. @-INSTALL 12" SOR 35 PVC STORM DRAIN Wl1H BEDDING PER CITY OF NEWPORT BEACH STD-106-L. @-----BACKFILL TRENCH AND REPAIR PAVEMENT PER CITY OF NEWPORT BEACH STD-105-L-B. @-BACKFILL TRENCH AND REPAIR CONCRETE PER CITY OF NEWPORT BEACH STD-105-L-D. @---INSTALL PVC CAP AT END OF PVC PIPE. @-INSTALL 6" SDR J5 PVC STORM DRAIN Wl1H BEDDING PER CITY OF NEWPORT BEACH STD-106-L. SEE SHEET 7 FOR STORM DRAIN PROFILE GRAPHIC SCALE 40 BO l __ ~I CV) ,...., 0 N I I I I I I I I I I I I I I I I 1---+-+-~0 ID I 10+00 I I I I I I I I I I I I I I ' I I I I +---1----tl ' ' I I -- 10+00 11+00 14+00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- ' ' --t I l l l l t -- ' I I -- t t i i t t t -- ~Tr'IRl\11 nR ,_11\.1 I 11\.li:: "'°'" - I -■ , .... -■ "I '" I .. -■ ■ .. -... I . I ' ' ' I I --l ' I ---- 11+00 12+00 13+00 14+00 -----LL L - ---I 15+00 I I I I I I I I I I -f-------1 ' ' j I ' ' ' ' ' I I -- 15+00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---~+--+--+--+---+---+---+---+------<f-!-+-~~- I I I I I I I I I I I I I I ' I I I I I I I I I I -- I I I I I I I I I I I I SCALE: HORIZ. 111 -20' VERT. 1" = 4' I -- I I -- I I -- I I I I I I I I I I SCALE: HORIZ. 111 -20' VERT. 111 = 41 CV) .._ ________ ,...., 0 N ~ ----------------------------------------------------------------------------------------..-------------------------------~ :Of'St ~R~fESSiO,v,1( f'REPAIED BY: 650 NEWPORT CENTER DRIVE ~~~ll}IE IRVINE COMPANY /; 0 Mc,"'<~ ,~ STANTECCONSULTINGINC. UTILITY RELOCATION .~ ~ ~ , ~. I/G' 19 TECHNOLOGY DRIVE •JI' 550 NEWPORT CENTER DRIVE "'; No 51031 ;c;; Stantec ~:~Niii:o6~618 ,.,_m m SEWER & STORMDRAIN PROFILES ~ <( :::, z ::!; A 01/29/13 AS-BUILTS: NO CHANGES NEWPORT BEACH, CALIFORNIA 1< i'' ~;~~~'~"' * -,,:/fl t-----------------T"P_LA_N_C_H_E-CK_N_O_. _0_3_3_6 ___ 2_0_1_1 ..... d ~ /3\ OB/24/11 R£VISED SEWER LINE PROFILE (949)720-2200 r or c~c\\',;"> :fiut/!§Jllq~ 01/29/13 CITY OF NEWPORT BEACH ~ 11----------------------.....JL....:.M~O~ . ....L..~~~Ti~r...l..------~REI/J:;.;.;,;~~~~w.~~;_ ________ ~A~P,~~~-...L.,;n~~~~;....1-______________ .,_ _____ ....1,~MAR~K~B~.~~~LEUAN;;;.;.;~--...;;;;~c~.£~.5~10~31~~~~~~~3~W~1J_..i.... ____________ ...... s_H_E_ET_;;;;7;;;;.._o_F.....;=g;;;.J~ " e ID ~ • " .; 0 8 • E a. f " 6 I ~ ~ , • >' i i I I ~ I i ~ ~ ' r B INLET PIPE 08" PVC INLET TOWER ASSEMBLY 1(2'--01 INLET 1=,- 1 I FRAME AND COVER {TYP) --, ' ' ' ' L----------------~-' ' ' i--------i(7(7C!'-6i"")) ---~- INLET TOWER ASSEMBLY OUTLET i--------------i117'-□")•i-----------­ PLAN VIEW STEP FLOW KIT SECTION A-A I ' I CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS OVERFLOW ASSEMBLY RIM ELEV. 218.2' ~ INLET I ..-INV. ELEV. 208.66' OUTLET INV. ELEV. 206.36' 2" PVC SLIP PLUG OUTLET SUMP -~r __ J,1, /~ STORMFILTER CARTRIDG 1 E---------------il " e--------------(16'-□")1-, SECTION B-B VAULT STYLE: 12A OUTLET SUMP (NIB) MATERIAL LIST -PROVIDED BY CONTECH COUNT DESCRIPTION INSTALLED BY 28 18", 15GPM, ZPG CARTRIDGE (BLK) CONTECH 10 2" PVC SLIP PLUG CONTECH 1 FLOW KIT CONTECH 1 18" INLET TOWER ASSEMBLY CONTECH 1 18" OVERFLOW ASSEMBLY CONTECH 1 JOINT SEALANT (BY PRECASTER) CONTRACTOR 2 PLCS GRADE RINGSJRISERS CONTRACTOR 2 030" x 4" FRAME AND COVER CONTRACTOR PERFORMANCE SPECIFICATION SITE DESIGN DATA WATER QUALITY FLOW RATE PEAK FLOW RATE RETURN PERIOD OF PEAK FLOW FILTER MEDIA TYPE 0.93 CFS 16.2 CFS 25YRS ZPG FILTER CARTRIDGES SHAU. BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. SPECIFIC FLOW RATE SHALL BE 2 GPM/SF {MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RAiE SHALL BE 6 GPM!CF OF MEDIA (MAXIMUM). GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( )ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY . 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.con1ech-cpi.com 4. STORMFIL TER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET AASHTO M306 LOAD RATING, ASSUMING EARTH COVER OF O' -5', AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. INSTALLATION NOTES 1 ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFIL TER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR 5. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. STRUCTURE WEIGHT APPROXIMATE HEAVIEST PICK= T.B.D. LBS. CONTECH CONTRACT DRAWING IJATE: 212/11 DESIGNED: CRAWN: GIM NIA CHECKED /IPPROVE[l PROJECT ~M3ER: 43002B SHEET: I ~ I " >' ~ i I z i ! ~ i i ~ i i ~ MANHOLE FRAME AND COVER (58")0.D.- INLET LOW <''--. i FLOW ,.~, CONTRACTOR TO GROUT TO FINISHED GRADE (SEE PLAN FOR LOCATION) GRADE RINGS/RISERS STORMGATE ADJUSTABLE WEIR OUTLET,/;!] If r B ,L----- \\ i---·.~-- PLAN VIEW FLOW -< ~~·~---·,_. \-----·, \ \ I i. I / t-t ------k ' ' ' /--_/-----"7,/ ' B A J HIGH FLOW BYPASS 10·-s· FLOW I 7~-~-+------,s.r --+-~ -------t-FLOW ;""\1 ----- INLET 0 10• RCP INV. ELEV. 208.72' INLET 012" PVC_; INV. ELEV. 209.22' SECTION A-A '··-. ' , LOW FLOW OUTLET 06" PVC INV. ELEV. 208.70' SUBMITTAL RIM ELEV, 218.6' STORMGATE WEIR ELEV. 209,89' STRUCTURE INVERT ELEV. 208,22' HIGH FLOW OUTLET 018" RCP INV. ELEV. 208.22' Storm Gate™ lHIS PR[l□UCTW.YBE 'ROTECTED IN U.S. Pl>.1ENTS. RELATED FOREl::;N PATENTS, OR DlHER Pl>.TENTS PENDING. - 90' 70' FLOW FLOW ~ ~ 65' 115' SECTION B-B MATERIALS LIST PROVIDED BY CONTECH . SITE DESIGN DATA COUNT DESCRIPTION INSTALLED BY 1 STORMGATE WEIR ASSEMBLY CONTECH 0 XX CAP WITH XX ORIFICE CONlECH WATER QUALITY 0.93 cfs FLOW RATE PEAK FLOW 16.2 cfs RATE 1 SEALANT FOR JOINTS CONTRACTOR RETURN PERIOD 25 yrs OF PEAK FLOW 1 024" x 4" FRAME AND COVER CONTRACTOR GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS PLEASE CONTACT YOUR LOCAL CONTECH STORMWATER SOLUTIONS REPRESENTATIVE. www.contechstormwater.com 4, STORMGATE BYPASS STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5, STRUCTURE AND CASTINGS SHALL MEET MSHTO H20 LOAD RATING, INSTALLATION NOTES 1, ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMGATE STRUCTURE {LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4, CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. 5, ADJUST STORMGATE WEIR TO DESIGN ELEVATION SPECIFIED IN DRAWING, DO NOT EXCEED 5,0 FT-LBS TORQUE WHEN TIGHTENING SCREWS ON WEIR FRAME, SEAL WEIR TO FRAME WITH RTV SILICONE SEALANT AFTER FINAL ADJUSTMENT, STRUCTURE WEIGHT APPROXIMATE HEAVIEST PICK= XXX LBS. N 0 I ~ 0 0 "' ..,. UJ • 0:: 0:: :::, Cl . I-0:: <( •• uw 02 :::, I-I 0 0::ZCJ!;:i: t-w<(z Cl) CJ UJ en I-ID (!) Cl) 0:: I-Cl) <( 0 0:: UJ C. c.O Cl >-:l: C. UJ ID UJ :l: 1- W z UJ Cl) !;:i:oz (!) LO ::i: <O 0:: 0 I-C/) • co ~ BASE FILE NAME SG48-SUB.DWG SCALE: NONE DESIGNED: DRAVY'N: GIM NIA DATE: 2/2/11 REV: 2/24/11 ~--------------------------------------------------------------------------------------~------~ ~---------------------------------------------------------------------------------------------~ STORMFILTER VAULT LANDSCAPE AREA: BROOKS 1-RD VALVE" BOX WITH No. 1-R CONCRETE CO\lfR MARKED 'co• TRAFFIC AREA: VAL \IE" BOX & COVER & CONCRETE COWR PER APPLICABLE PORTION OF CNB STD-511-L WITH 1RIANG. CO\IE"R MARKED 's' PA\IE"R N?EA: ZURN C0-2452 ALIGN CLEANOUT WITH PAVER PATTERN (SIT DETAIL A) PAVED MEAS: CONSTRUCT ff' THICK CONCRETE COLLAR PER DETAIL BELOW NDS CLEANOUT PLUG 41P8 AND ADAPTER HUB 4P11 PA\IE"R N?EAS: CONSTRUCT ff' THICK CONCRETE COLLAR BELOW PA\IE"R SECTION AND CLEANOUT. PLANTER AREAS: DELETE CONCRETE COLLAR PVC SIZE PER Pl.AN A t_ ,, CAP ~ ;E ~ c:, ~ §: • • 4" PVC LENGTH AS REQUIRED TO EXTEND TO FS MIN. REQUIRED JI 4' ROCK SUPPORT BACKFILL AAEA 4' PVC 45" BEND PVC WYE F1TTl~G LINE SIZE X 4 /NV. PER Pl.AN UNDISTURBED SOIL SECTION A-A ,. I • I !"°" N.T.S. .... ~ -(-~ ·-· PLAN N.T.S. .,, ~] jA ¥/!'J, . AC. PA\IE"MOO OR CONCRETE PAVE"D/TRAFFIC AREA: VALVE BOX PER CNB sro-511-L ALIGN CLEANOUT WITH PA\lfR PATTERN NOT TO SCA1£ ED NOT USED ED NOT TO SCA1£ STORMGATE MANHOLE ([) NOT TO SCA1£ B 24" DIA, GRADE RINGS (30" DIA. FOR M.H. OVER C,L RING AND COVER. --, SET TO GRADE. , 14' SURFACE TO INVERT) . •, • ADDITIONAL GRADE RINGS W.Y BE USED TO 20" MAX. A ! A GROUT Ali JOINTS 'RAMNEK", KENT SE:AL OR EQUAL W.Y BE USED Kf> AN ALTERNATIIE IC CONE E USED ~~ I S" AQ,i,, "''b I f2 _I 45• I '""=--=~~~ SEE NOTE 5 60 WHEN PIPE DIA. > 30 I OR DEPTH > 12' B PLAN I \'. •• I DIMENSIONS I 30"01A. PIPE DIA. [IN,] 30 36 42 48 54 AND GREATER : Ml~M-l!L _J I CUT OUT "t' [IN.] 26 32 38 40 44 L __ ------_______ J CONC. BASE REQUIRED 7 SECTION A-A IF PIPE NOT IAID THROUGH MANHOLE NOTES: 1. PRECAST PIPE, ADJUSTING RINGS AND TN'ERED SECTIONS SHALL BE CONSTRUClID IN ACCORDANCE Willi A.S.T.M. C-478, USING TYPE II CEMENT. 2. Ali JOINTS BEIWEEN PRECAST SECTIONS SHALL BE MORI.IRED OR ALTERNATE Kf> NOTED, 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TRO'IIE.ID SURFACE. 4. FOR REINFORCED CONCR£TE PIPES, CUT AND BEND STIEL REINFORCEMENT INTO CAST-IN-PLACE MANHOLE BASE, 5. FOR POURED-IN-PIXE PIPE, USE N0,4 BARS AT 18" O.C. 6. MANHOLE CONE 00 RISER W.TERW. SHALL BE REllflll!CED PRECAST CONCR£TE PER A.S.T.M, C-478. 7. MANHOLE BASE SHALL BE POURED/SET ON A 90ll COMPACTED GRADE. 8. IN UDEVELOPED NEAS, TOP OF CONE SHALL BE 12° TO 18° ABOVE SURROUNDING GROUND, 9. MANHOLES WITH STEPS SHALL BE USED WHEl£VER THE DISTANCE BETWEEN THE IIANHOLE FLOWUNE AND THE TOP OF COVER IS EQUALTO OR GRFATER THAN 14'. 10. IF LARGEST PIPE SIZE IS 36" OR LARGER, A 60" DIAMETER MANHOLE IS REQUIRED. 11. THE TOP HALF OF Ali PIPE WlrnlN THE M.H. IS TO BE CUT AWAY, COVER THE CUT EDGES WITH MORTAR CONSTRUCTING THE BENCHING, 12. PREPARE A SMOOTH TROWEL CONCR£TE CHANNEL HA"1NG UNFORM GRADIENT BEIWEEN PIPE INVERTS. END OF PIPE TO BE BEVELED AT 45". 13. EXTEND THE CHANNEL WAllS UP TO A HEIGHT EVEN WITH TOP OF TI£ PIPE. 14. COl.f'ACT 9" OF SELECT BACKFILL MATERW. UNDER Ali PIPING COl.tNG OUT OF THE MANHOLE UP TO FIRST JOINT. --., ."r'!g ., I' 5E l. , 'lo .~ I • ,, T f-----------------7 I I I I . ' ..... SECTION B-B 15. 1HE BR£ADTH OF THE CHANNEL AT EACH JUIICllON MUST ALWAYS BE J,S GRFAT Kf> THE DIAM£TER OF THE CONNECIED PIPE. 16. INSIDE RADIUS OF THE CH,llf,IEL TO BE GRFATER THAN THE DIAM£TER OF THE LARGEST CONNEClID PIPE. 17. SLOPE THE BENCHING UP TOWARD THE M.H. WAL1 J,S INDICATED IN THE M.H. SECTION. TROWEL THE SURFACE SMOOTH. 48" DIA. MANHOLE SCALE: 1"=10' TOP VIEW I ,__I --26--1~/4_' D-IA--1 I /4' DIA 5• :', r«<\\i~W-R<>-1 -, ': TI I 23-1/2' DIA I I 34• DIA SIDE VIEW SECTION CD MARl<ED--~ "SToRM DRAIN" TOP VIEW 24" FULL TRAFFIC lYPE NON-ROCKING MANHOLE FRAME AND COVER MANUFACTURERS PA'IED AIHAMBRA FOUNDRY NO. A-1270 AREAS OR N'PROVED EQUAL PICK HOLE EDGE PRY-HOLE SQUARE BLOCK TREAD UNPAVED AIHAMBRA FOUNDRY NO. A-1254-B AREAS OR N'PROVED EQUAL ' . GROUT JOINlS OR KENT SrAL NO. 2 OR APPROVED EQUAL AND BROOM FIIISH MANHOLE ADJUSTMENT FOR PA\lfR PATTERN SEE LANDSCAPE PLANS .-----.-----.---------------------------------.-----1----..---------------------------.------------.-------------------------..---------------------------------------1 Cl.ASS "rt CONC. I COLLAR (ROUND) IIE1IB.OflER: PREPAIED BY: 650 NEWPORT CENTER DRIVE , 4• PVC RISE NDS CLEANOIJT PLUG 41P8 ~, ~ l""l ,.., 0 N gf ~ <( ::::, z ;:!; { PAVED AREfD ADAPTER HUB 4P1I DETAIL A ,.. THE IRVINE COMPANY ~ 19L@ ~~~~~~~~~~iyu~~, 1 ~~ INC. UTILITY RELQCA TIQN ·-N.T.S. N.T.S. ~ :SS "' IRVINE, CA 92618 D ETA! LS ~ EB 550 NEWPORT CENTER DRIVE "" No, 51031 Staniec 949,923 ,6000 ,._.ron ~ SEWER CLEANOUT J\8 01/29/13 AS-BU/LTS: NO CHANGES NEWPORT BEACH, CALIFORNIA -ft p~;~~L13 -,?-_fa I t--------------T"P_LA_N_C_H-EC_K_N_o_-0_3_3_6---20-11--1~ z NOT TO SCA1£ 08/24/11 REMOVED DETAIL B/8 (949)720-2200 :1'/~<~ 01/29/13 CITY OF NEWPORT BEACH cc l1-______________________ ....1....;.;,;;;,,;.....L.,~~~Ti~c...L..------~R.~:E1-1;.;.;;;~~~~w.~~;_ ________ .i..;.A~P.~P.~,...:;;a~~~ff;....1.... ______________ ....1, ______ ...L.,~MA~~~B~-~~~LE~UAN~---~~~~£~,~51~ru~1~~~P~-~~~~~v1~J-.I-------------....I.-S_H_E_E_T ___ B=-o_F ___ 9=J~ .., e fD .., C ~ 0 a • fD ---------- ,....--~ ? 32.80 TOP OF :5' VENT CAST IRON 10sXio© /21 I .••.. _ :5' VENT CAST BEND f--n STRAP VENT ·WALL -------- L__J _/--;;;OS' 232.80 TOP 'of--J: VENT CAST IRON ~ RISER ., 217. 60 /NV. :5' VENT .,,~ _N B£i D \ . . \ I ~ . -~ N50'44'36"£ -005) ~ ~ta_t.'i6"! ~%~ irrr • ·011 • Ea 0.-23_M"' J 05 - f>l5a44'36"£ ,,-... N~"' ,.,,. '""" ___...---::: - 24.63 LF. 0 2% MIN~ 104 __,... \ v--27.81 L.F. 0 2% MIN. ~'\l~ 10"-W ACP -I )- 21 ·.o3 NV. §oa /22 5" B NJT 28"1 "3t E ~ \ .52 .F. , 2% MIN. 104 216.96 1Nv.@oa 16. " .. ' ,,,,.-22.5' BEND i0Jll0l' SEE DETAIL J/9 '-\ I 2.5' BEN. ,!0§) I ' IJ \. \ ' 6"~ ~104 14',,i;~ --~4• ' \ \' r-, 0 ,,,..._ ,¼ y 2 .F. I 2% r., N7 V. 104 Ir,_. ~""=31~ 15. i; L.r'."'1P2% s ED TAIL J/9 7 108 216.65 /NV. 22.5' BEND N50'44'36"£ 104 2 L.F. @ 2% i -,,-71 7 '° -~-: G """ \ ,I "", ii L JL J \ S££ DETAIL F/9 7 JL '\ ' ' SE£ DETAIL F/9 ~lOOllOl) -[Q] □] ~ <1 ::1 / ~ I/ \\ / • Id ;;;:i., / \\ . VIEW "A" SCALE: 1 "=10' -+---'-1,[F:--.-= r~ -~ • ,_ ' I ·' C>Jr,,.,,2~2.80 TOP O" :5' Vb IT , \CT "1A/ c ~ Q05 106, 2~71$5 /NV. . VENT CA?°T IRON BEND "'9l;:=i=:1::::::'====i='-J =====----llllil S1 ;p VEN,) 1R TO WAL I 1.::6--I , I .,,,, \.JV f N73'1 '36"W 45.32 L.F. @ ,% MIN. l04 ' - - 1 _,,---1-.._/ ~ \ \ 1, H------+----\---1~---1---------+------- 1-✓ \ 108'216.90 /NV, N50'44'36"E r. ':Cl 22.5' BEND ( / 4.13 LF. @ 2% A V. ~ 'r,,., ££ DETAIL H/9 V r-~~-0 -------+,c .VJ \ -o! :::i~ 'Y \..-✓• }:L)L :J I ' I I 10: 1 -,,EE-DETA/t-H· + I ·1 I SCE ~:--:1--1,--1-+;-+--.. , VIEW "B" SCALE: 1"=10' 0 SCE I ' ' I I I ~----------------------------------------------1 "' a_ ~ i-i "' -0 ~ -;:,. 0 ~ a_ SEWER CONSTRUCTION NOTES 0-INSTALL SEWER CLEANOUT PER C/1Y OF NEWPORT BEACH ST0-400-L A/VD DETAIL A/8. @-:::--INSTALL JENSEN PRECAST SAND-OIL INTERCEPTOR, MODEL JZ5000SO, PER DETAIL F /9 @}-INSTALL JENSEN PRECAST SAMPLE BOX, MODEL 2432-l, PER DETAIL G/9 @--::---INSTALL JENSEN PRECAST GREASE INTERCEPTOR, MODEL JP1000G, PER DETAIL H/9 @-INSTALL JENSEN PRECAST CLARIFIER TANK, MODEL CL750, PER DETAIL J/9 @--:---INSTALL :5' SDR-35 PVC VENT PIP£ WITH BEDDING PER C/1Y OF NEWPORT BEACH ST0-106-L @-INSTALL :5' CAST IRON VENT PIPE @--::---INSTALL :5' CAST IRON 90' BEND @-INSTALL :5' CAST IRON 22.5' BEND @-=-----INSTALL :5' SDR-35 PVC 22.5' BEND 4" 8' 216.00 24'" CAST IRON FRAME & COVER wm-1 GASKET (GASTIGHT) STANDARD I 222.3 RIM (TYP.) ~ MIN. L-· MAX. l I> .1 r-· ~-24"-1-. .. -□ .. r • -. AS REQUIRED ~ 222.3 RIM (TYP.) 2432 RISER-3", 6" OR 12'' , •. , " 2% ... :. .£lo.7o -I I INV/OUT • f'---. . '\ SEE DETAIL G/9 FOR SAMPLE BOX CLEANOUT -TO GRADE 222.3 RIM 3" VENT 21 c l,,,-'""" SEE VIEW " I 1.1LJ:O G.B. LID 6.82 INV A" @ LEFT I 1"'--4" TEE If VARIABLE 7" MINIMUM . -~ / 24"" CAST IRON FRAME & COVER / 22 : WITH GASKET (TWO STANDARD) 222.1 RIM (TYP.) AS REQUIRED A 222.1 • r ' . . j i--2432 ~SER-3',6' Cll 12' , f , ;· ___ 24" --•• .. · ·•.·,_.-.· . :-'.' • ? I_ •-.\ 216.00 ' -' 2% INV/IN -,, d-S:7.., -INV/OUT -. , . . RIM (TYP.) ~. . I I ' • f'--- SEE DETAIL G/9 FOR SAMPLE BOX CLEANOUT -TO GRADE 222.1 RIM LID 3•• VENT 216. 82 INV 0 ./sEE VIEW "A' ' @ LEFT 1.1LJ:O G.B. ' '\___4" TEE SIDE \IIEW CUTAWAY 1" PIPE LENGTH INSIDE WALL VAULT TO INSIDE WALL SAMPLE BOX 24" CAST IRON FRAME & COVER WITH GASKET (GASTIGHT) AS REQUIRED (AT EXTRA COST) ,----1'----, 2432-03 RISER-3' 2432-06 RISER-6" 2432-12 RISER-It T •. ':· . •' ~ •. ~ '--' 215.65 INV 6'-3" > 4•• INLET & ~ . : .. ', .. • ~ ·- ~ 215.65 INV 5' -0" . 4'-9" SIDE VIEW L . ' (CUTAWAY) . . . -. . ' . ~· .. .. . . : . ... , I\_ .. . • .. . -. . \_ 4" PVC INLET & 1------8'-1"------1 '\__OUTLET PIPE AND FITTINGS, STANDARD 7 TOP VIEW z 0)"' ~o Ii) iii ~z "'- 0 4'-0" (COVERS & RISERS REMOVED) ■ LIQUID CAPACITY: 750 GALLONS EXTRA ADAPTORS FOR SERPENTINE CONFIGURATION ■ TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY MINIMUM EXCAVATION SIZE: 5'-0' X 9'-1" X DEPlH REQ'D, SOIL CONDITIONS (WATER TABLE BELOW TANK) 4" TO 8' MAX. EARTH COVER OVER TANK. ■ SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. CLARIFIER TANK NOT TO SCALE JENSEN PRECAST -MODEL CL750 ED FINISHED GRADE PLASTIC WARNING TAPE ALU MINO-THERMIC WELD PIPE LEAD WIRES (2) N0.8 BEND METALLIC PIPE TWO WIRE TEST STATION ----7 I I • • \ \ . " ' + . - ) ---- TEE NOTES· 1. ALL WIRE WELDS SHALL BE 6" MIN. APART. 2. STANDARD WELD CARTRIDGES SHALL BE USED FOR STEEL SURFACES. FOR DUCTILE IRON AND CAST IRON, USE XF-19 ALLOY OR EQUIVALENT. PIPE JOINT BONDING 4" P TRAP BROOKS PRODUCTS 1-RT CONCRETE BOX WITH CAST IRON COVER LABELED "CP TEST" , OUTLET PIPE 5'-o" AND FITTINGS -STANDARD , L: -----. . , ~ , . , .. . , . .... : •:;·" ~~--. ' • ~ ..I\ • . , , . >-------s·-2·· ------< 6'-0" 4'-9" \_ 4" PVC INLET & \._ OUTLET PIPE AND FITTINGS, STANDARD "> z 0) "' <O 0 Ii) iii « z SIDE VIEW (CUTAWAY) 7 5'-1" ~========-l J ■ LIQUID CAPACITY: 1,000 GALLONS. ■ TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS (WATER TABLE BELOW TANK) EARTH COVER OVER TANK NOT TO EXCEED 6 FT. TOP VIEW (COVERS REMOVED) MINIMUM EXCAVATION SIZE: 6'-1" X 9'-2' X OEPlH REQn. 4" p TRAP •:' ' •• . :. .. -,, 32" DIA. COMPACTED FILL OR UNDISTURBED EARTH TOP VIEW COVERS ANiJlJ!~S 1' PIPE LENGTH INSIDE WALL VAULT TO INSIDE WALL SAMPLE BOX BOX WEIGHT: 1250 LBS. BOX DESIGN LOAD: H-20 TRAFFIC 32" PIPE CONNECTOR SEE DETAIL BELOW SHOWN WITH PIPE (AF1£R INSTALLATION) DETAIL PIPE CONNECTOR (Z-LOK) PIPE CONNECTOR CAST INTEGRALLY ■ SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL SAMPLE BOX MUST BE PLACED ON SUITABLE BASE OF COMPACTED SOIL OR UNDISTURBED EARTH IN TRAFFIC CONDITION. FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. IN WALL WILL ACCEPT PIPE O.D. (INCHES) BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT MIN. MAX. GEOTECHNICAL ENGINEER. ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. NYLON WIRE TIE 3/16" DIA HOLE 1" DIA TAG GREASE INTERCEPTOR NOT TO SCALE JENSEN PRECAST -MODEL .P1 OOOG CAST IRON COVER CON CRETE BOX LEAD WIRES SHALL BE IDENTIFIED BY: A) TYPE OF PIPE TO WHICH THEY ARE ATTACHED. B) PIPE MATERIAL C) PIPE DIAMETER D) STATION NUMBER 1 / 4" HIGH LETTERING WIRING DIAGRAM -TWO WIRE TEST STATION ALUMINO-THERMIC WELD PROCESS STEP 1: FILE STRUCTURE CONNECTION AREA (3"X3") TO BARE SHINY METAL AND CLEAN. 4.25 6.25 SEE Z-LOK PIPE CONNECTOR PAGE FOR ADDITIONAL INFORMATION H SAMPLE BOX ffi 9 NOT TO SCALE JENSEN PRECAST -MODEL 2432-Z 24" CAST IRON FRAME & COVER 12'" MIN. WITH GASKET (GASTIGHT) STANDARD I WHEN SUBJECT CONCRETE I TO TRAFFIC 222.1 RIM PLUG ~---~~~(TYP.) 5" 0 I 211.ao IV/IN . •. 24'" DIA. OPENING 4 .. PVC INLE '& OUTLET •· SANITARY TEE 'PIPE AND OR ELBOW PER 6' -9·· LOCAL CODE • ~~J~NDGfRD L :~·-. ~,.~-,--,,---~'"'=-.--~-, •.. ·"---------,,--< .• --------16"-7" ---------1 0 AS REQUIRED 2432 RISER-3', 6" OR 12" INV/OUT 7'-11'" 6'-6" 7'-8" SIDE VIEW (CUT AWAY) _J roe.~ SEE DETAIL G/9 FOR SAMPLE BOX CLEANOUT LID TO GRADE 222.1 RIM 3" VENT 216.62 INV SEE VIEW "B" @ LEFT 1.1LJ:O G.B. 4" TEE 215.45 INV 4"" P TRAP BOND WIRE ALUMINO-THERMIC WELD STEP 2· STRIP INSULATION FROM WIRE. ATTACH SLEEVE (REQUIRED ON NO. 10 AWG WIRE AND SMALLER. L':::====:::::''...':::====='....'::====::::::'J (COVERS REMOVED) ■ LIQUID CAPACITY: 5,000 GALLONS . MECHANICAL JOINT STEP 3: HOLD MOLD FIRMLY WITH OPENING AWAY FROM OPERATOR AND IGNITE WITH FLINT GUN. STEP 4: REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS. STEP 5: COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A BITUMINOUS COATING COMPOUND. PLACE PLASTIC SHIELD CAP FIRMLY OVER CONNECTION. STEP 6: REPAIR PIPE COATING AS NECESSARY. CATHODIC PROTECTION DETAILS K NOT TO SCALE 9 ■ TANK DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS (WATER TABLE BELOW TANK) & EARTH COVER NOT TO EXCEED 4 FT . ■ SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED LOADS. THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. ■ FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. ilNliUM EXCAVATION ~ZE: 8"-8' X 17-7 X OEPlH REQ"D. SAND-OIL INTERCEPTOR NOT TO SCALE JENSEN PRECAST -MODEL JZ5000SO F 9 M ,-/ 0 N ' O'I ----..... ---..---------------------------.-----,=------------------------..----------.--------------------------------------------------------IN ! DEVEI.OflER: f'REPAIED BY: 650 NEWPORT CENTER DRIVE % -~~1i TIE IRVINE COMPANY \~ STANTEC CONSULTING INC. UTILITY RELOCATION ~ ·~ I/G' 19 TECHNOLOGY DRIVE ~ <C ::::, z <C ,..., '[ 01/29/13 AS-BUILTS: REVISED WATER LINE LOCATIONS IN CENTER DRIVE •JIii' 550 NEWPORT CENTER DRIVE No 5103 Stantec ~:~Niii:o6~6I8 """""°m DETAILS -; 08/24/11 REVISED SEWER SYSTEM IN VIEW "B" NEWPORT BEACH, CALIFORNIA E,p ~;~~~1 t-------------------,,-P-LA_N_C_H_EC_K_N_O_. _0_3_3_6 ___ 2_0_1_1--lld ~ 05/16/11 ADDED DETAIL K/9 (949)720-2200 1/,---,,,_/4 :f~~ 01/29/13 CITY OF NEWPORT BEACH iis i1-_____________________ ....,JL...,;,;.;.;,.....L.,~~~Ti~r...1.. ______ ~R£1/J:;.;.;,;~~~~w.~~;_ ________ ~A~P,~~~-...L.,;n~~~~;....1-______________ .,_ _____ ....1,~MAR~K~B~.~~~L£UAN;;;.;.;~--...;;;;~c~.£~.5~10~31~~~~~~~3~W~13_..i.... ____________ ...... s_H_E_ET_;;;;9=,_o_F.....;=9;;;.J~