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HomeMy WebLinkAboutW_5329_S8 Ice g CL :::c (,.) (_..'. <'. ,n LJ..I m INDICATES AREA SHOWN ON LOCATION MAP GENERAL NOTES r-r:::::: VICINITY MAP 1. ALL WORK Dt/AILEV ON lHESE PLANS TO BE PERFORMED UNDER CONTRACT S1-/ALL, EXCEPT AS OlHERWISE STATED IN TH[ CITY'S SIANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT"S SPECIAL PROVISIONS, BE CONSTFIUCTED IN ACCORDANCE WITH THE "STANDA.f/D SPEC/F7CA7JONS FOR PUBLIC WORKS CONSTRUCTION," 1997 EDITION AND SUPPLEMENTS TO DATE. 2. EX/S7/NG UNDERG!IOUND UTILITIES ARE SHOWN AS PER AVAILABLE; RECORDS. TNE CONTRACTOR SHALL Bf" RESPONSIBLE FOR VERIFYING n!E ACTUAL LOCATiO,'I, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCT/ON. 3. STATIONING REFERS TO CtNTERUNE OF SIRECT. 4. EXIST/NG UNDERGROUND DTIUT/ES ARE SHOWN AS PER AVAiLABL[ RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUC770N OF THE NEW FACILITIES. 5. ALL EXPOSED CONCRETE SUi?FACES SI/ALL CONFORM IN GRAD[. COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. , 6. ALL UNDERGROUND WORI( S/IALL BE COMPLETED PRIOR TO PAVING OF STREU AND DRIVEWAYS. 7. SEYIE.R, WATER AND STORM DP.AIN LINE D!STANC[S SHOWN IN PROFILE AND IN ESTIM4TED QUANTITIES ARE HORIZONTAL DISTANCES. 8. THE CONTPACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949) 644-3311. T/IE PUBUC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE N077FIED AFT£.'/ PLACEMENT OF FORMS AND PH/DR TO PLACEMENT OF ANY CONCRITE FOR CURD & GUTTER SO THAT THE FORMS CAN 8£ CHECl(fD FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCT/ON. 9. THE" WALLS AND FACE OF Atl. EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE ffFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OF/ OTI-/EF/ EQUIVALENT MEANS. TRENCHES OR EXCAVAl/ONS IESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVEMENT MAY BE £XPECTED. 10. THE" CONT.'IACTOR(S) SHALL OBTAIN A PERMIT TO PERF0,9M EXCAVATION OR 7R[NCH WORK AS DESCRIB[D IN No. 9 A80V[. 11. ALL SEWl:R 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 moM SUBGRADE 1J. A/.L CONCRETE SHA/.L BE 540-C-3250. 14. THE FIR[ DEPARTM£NT SHALL 8E NOTIF/W 48 HOURS IN ADVANCE OF AU. LANE CLOSU,qfs. 15. VCP SE'IIER PIPE SHALL BE USE.D. ALL FITTINGS SHALL BE PREFABRICATED FULL -BODY FTT1iNGS. PIPE BWDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PiP[ TO 12" ABOVE THE TOP OF PIPE AND SI/ALL BE CONSOLIDATED BY Jffi/NG PRIOR TO COMPLUION or TRfNC/1 BACKFILL. 16. ALL SEWD? LINES TO 8E OWNED, OPERATED AND MAINTAINED BY 7HE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED Arrrn CLEANING, A/Fl TESTING AND MANOR/LUNG. ALL VIDEO INSPECTION S/-IALL BE PERFORMED B'( THE CITY UTILITIES DIVISION. THE DEYELOPrn SHALL PAY Tf/E CURRENT RAl'E ES/ABUSr/ED BY THE C/lY FOr? VIDEO INSPECTiON. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE SHALi_ BE REPAIRED/REPLACED It/JD R[JNSP[CTED, INCLUDING AIR TEST. MAI/ORI!_ AND worn, PRIOR TD ACCEPTANCE. 17. SIX SUS OF SHOP DRAWiNGS FO,q ALL MATERIALS SI/ALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCIION . NO WORK SHA!.L BEGIN UNTIi. APPROVED SHOP DRAWINGS A.9E OBTAINED. I CITY OF IRVINE 1 e ro N.T.S. SITE PLAN/UTILITY RELOCATION F,ASHION ISLAND SANITARY SEWER, DOMESTIC WATER, AND STORM DRAIN RELOCATION NOTES FOR ur\lDERGROUND PIPING FOR PRIVATE HYDRANTS AND SPRINKLERS I. PRIOR TO INSTALLATION, ALL F/EOUIRED PERMITS S/IAU BE OBTAINED FROM T/1£ BUILDiNG DEPARTMENT. 2. INSPECTIONS ARE ,q£QU!RED: 1) PP/OR TO POURING 1HRUST BLOCKS, 2) FOR HYDl?OSTATIC TESTING'. AND 3) FOR FWSH. SCHEDULE ALL INSPECTIONS 24 HOURS IN ADVANC[ CALL CITY OF NEYIPORT BEACH AUTOMATED LINE AT 949··644--3255 OR GO 0NL/Nt AT HTTP://WWWCITY.NEWPORT-BEACH.CA.US>. 3. INSTALLATION, INSPECT/OIi, AND TESTING SHALL CONFORM TO 2002 NFPA 13. 4, DOUBLE CHECI< BACK FLOW PREVENTION \IALVE ASSEMDLY REQUIRED. CONTACT Tf!E NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949} 644-3311 5. FIRE HYDRANT SUPPLY PIPING S/IALL BE A MINIMUM OF 6 INCHES IN DIAMEIER. T,'/E LOWES/ OPERATTNG NUT SHALL BE A MINIMUM OF 18" ABOVE GRADE AND THE HYDRANT FLANGE SHALL BE A MINIMUM OF 2" ABOVE GRADE. 6. FIRE HYDRANTS Sr/ALL BE A MINIMUM or 40 FEET Fi<OM ALL STRUCTURES. A k"UW GAT[ VALVE SHALL BE PR0\10ED FOR EAC/1 HYDRANT IN AN ACCESS/BL[ LOCATION. VALVES SHALL NOT BE LOCATED IN PARKING STALLS. 7. AIL PIPING SHALL BE APPROVED FOR USE IN FIRE SERVICE SYSTEMS (CLASS 150 MINIMUM}. Cl.ASS 200 PIPE SHALL BE. USED W././ERE THE PRESSURE MAY EXCEED 150 PSI. 8. ALL FEF/ROUS PIPE AND FIIT/NGS SHALL BE PROTECTED WITH A LOOSE 8-MIL POLYETHYLENE TUBE. Ti-IE ENOS or THE TUBE AND SPUCES MADE FOR "r's OF OTHER fl/PING COMPONENTS SIIALL BE SEALED WITH 2" T,~PE, APPROVED FOR UNDERGROUND USE. GALVANIZING DOES NOT MEET Tl/[ REQUiRE.MENTS or THIS SECTION. ALL BOLTED JOINTS SHALL BE CLEANED AND THOROUGHLY COATED Wl)H ASPHALT OR OTHER CORROSION RfTARDING MATERIAL AFTER ASS[MBLY AND PRIOR TO POLY-TUBE INSTALLA/JON. 9. A 12" BED OF CLEAN FILL SAND SHALL BE PROVIDED BELOW AND ABOVE T/IE PIPE (TOTAL 24"). 10. ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHALL BE SIA/NffSS STEEL. 11. A MINIMUM OF 30" OF COVER, FROM FINISH GRADE TO T/IE TOP OF T/IE PIPE, SHALL BE PHOVIDW. WI/EN SURFACE LOADS ARE EXPECTED, A MINIMUM OF 36" COVER SHALL BE PROVID[O. 12. THRUST BLOCKS, OR OTI-IER APPFiOVED MUHOD OF T.'-IRUST RESTRAINT. SHALL BE PROVIDED W/IERE\IER PIPE CHANGES DIRECTION. 13. THE TRENCH SHALL 8[ EXCAVATED FOR THRUST BLOCi<S AND INSPECTED PRIO,R TO POUR. ALL CORROSION PROTECTION SHALL. BE IN PLACE. 14. A 1-/YDROSTATIC TEST (200 PSI FOR I'/10 11ou,qs OR 50 PSI OVER MAXIMUM STATIC PRESSUR[, WHICHEVER IS GREATER) SH4LL BE" WITNESSED BY AN NBFO INSPECTOR. THE TRENCH SHALL BE BACK-FILLED BffilffN THE JOINTS TO PREV[NT MOV[MENT OF PIPE. 15. Ti-IE SYSTEM SHALL BE THOROUGHLY FLUSHED BffORE CONNECTION IS MAD[ TO OVERHEAD PIPING. FLOW SHALL BE THROUGH A MINIMUM OF A 4" HOSE OR PIP[ UNL£SS OTHERWISE APPROVED BY Tl-IE. Nf3PD INSPECTOR. NBFD INSPECTOR SHALL WITNESS THE FLUSH. 16. PRIVATE HYDRANTS, SPRINKLER CONTROL. VALVES, POST INDICATING VAL\IES AND FIRE DEPARTMENT CONNECTIONS SHALL BE PAINTED OSHA RED. 17. AU. CONTROL VALVES SHALL BE LOCK[O IN TH[ OPEN POSITION. VALVES SHALL 8[ MONITO,qED IF THEY SERVE 100 OR MORE SPRINKLER HEADS. 18. CONTRACTOR SIIALL PROV1DE TO FJRE DEPAflTMENT A COMPLETED "CONT.RACTOR'S MATERIAL AND TEST CERTIFICATE' FOR UNDERGROUND PIPING / ABOVEGROUND ,0IPING" AT TIME OF FINAL INSPECTION IN ACCORDANCE WITH CH4PT[R iO OF NFPA 13, 2002 EDITION. 19. PROVIDE SIGN ON FOG IN ACCORDANCE WITH NfWPO.RT BEACH FIR£ Of PARTMENT ST,4NDARD #F-I (ATTACHED) SHOW SIGN ON PLAN 20. POST INDICATOR VALVES SHALL B[ SET so Tl/AT THE TOP or POST WILL BE 36 INCH[S ABOVF FINAL GRADE, 21. THE FIR[ DEPARTMENT CONNECTION SNOULD BE LOCATED NOT LESS T/iAN 18 INCHES A/ID NOT MORE THAN 4 FEET ABOVE THE LEVEL OF THE ADJACENT GRADE OR ACCESS LEVEL. ' ' \ ' / -\ INDEX MAP . . ! • -i ,-.-.. ··----c-·· ··-··-"··' -. ;/ co ' ' ' : ! l I ' . \ 22. ON SITE HYDRANTS SIIALL BE PROVIDED WITH BWE DOT REFLECl/VE MARKERS "'RIVATE ENGIN""ER'S NOTE TO CONTRACTOR 23. BACKFILL SHALL BE WELL TAMPERED IN LAYERS AND wmrn UNDER AND AROUND PIPES TO r C PREVENT SETTLEMENT OR LATERAL MOVrMENTo BACKFILi. SHAU CONSIST OF CLEAN FIii. SAND BENCHMARK: BASIS OF BEARINGS EMERGENCY TELEPHONE NUMBERS T/!E EXISTENCE AND LOCATION OF ANY UNDERGROUND UT/UT/ES OR STRUCTURES SHOWN ON THESE TO A MINIMUM 12 INC/IES BELOV/ AND TO MINIMUM OF 12 INCHES ABOVE THE PIPE. O.C.B.M: J!(-55--99 TH[ BEARINGS SHOWN HEREON ARE BASE.D NUMBERS PLANS ARE OBTAINED BY SEAl?Cli or AVAILA8LE flECOlfDS. TO THE BEST OF OUR KNOWLEDGE, 24. ONLY DUC77LE IRON PIP[ S//AlL BE USED UNDER 8/J/W/NGS. PIPE UNDER BUILDINGS SHAU. (NAVO 88 / 1995 ON /NE GRID BEARING "N 31"32'29" w" CY THERE ARE NO EXISTING UTILITIES EXCEPT THOSE Sc/OWN ON THIS PLAN. THE CONTRACTOR IS TERMINATE. A MAXIMUM OF 18 INC/iES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE ADJUSTMENT) /JETWffN O.C.S. HORIZONTAL CONTROL SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2000 RE'QUIRED TO TAKE ALL P.~ECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY FINISHEO FLOOR. A MINIMUM OF 2 INCHES CLEARANCE (INTERSTITIAL SPACE) SHALL BE STATIONS "GPS NO. 6268" AND "GPS NO. SOUTHERN CALIFORNIA £DISON COMPANY (800) 611-1911 OT/![.'/ LIN[ OR smUCTURCS NOT SHOWN ON PLAN AND IS RESPONSIBLE FOR Iii[ PROTECTION OF, Pf/OVIDEO W//CRE Tl-IE PIPE PASSES THROUGH THC FLOOR ,\,\LL. ELEVATION = 145.204" 6279" PER RECORDS ON FILE IN T/i[ SBC 1' AT&T (800) 750-2355 .§ AND ANY DAMAGE TO THCSE LINES OR Sff/UCTU.RES. CONTRACTOR 5//AL/_ V[R/FY Af_L CONDITIONS -0- 0 'tJ D LOCATION MAP §) {i fi5' I II PROJECT / LOCATiON I RECORD DRAWING SYMBOL LEGEND 0 POWER POLE TREE [// /,_// / ,· /1 MANHOLE (l{J SHRUBBERY -~----L ASPIIALT PAVEMENT ---lt----FIRE HYDRANT .LLL LLL .LU .L/L. ----s---- MITER BOX ~~[I 'g§ BR/CKWALK -----\/-----P:::::;. ( 1 N.T.S. DEMO PIPE CENTERLINE SEWER UNE WATER LJNE ----<l>------VALVE I ·· •· -· _·._. · .·. I CONCRUE ___ G_ --GAS LIN£ ... ,', ... POWER POLE ANCHOR bd --E·--POWER LINE BU/WING n MONUMENT -TEL--TELEPHONE UN£ ----EXIS7JNG CONSTRUCTION -x-x-x-FENCE PROPERTY LINE -----TV--CABLEVISION LINE ----- BLOCKWALL NEW CONSTRUCTION SHEET INDEX SHEET TITLE SHEET INDEX SHEET, CONSTRUCTION NOTES & DETAILS SEWER PLAN & PROFILE DOMESTIC WATER MAIN PLAN & PROFILE FIRE PU,N STORM DRAIN PLAN, PROFILE STORM FILTER DETAILS NOTE: -SP--- :a: NO. 1 2 3-4 5 6 7-8 9-10 SPRINKLER SYSTEM STREU UG/iT tr ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED BY TH[ PRIVATE WORK, NEW CONCRETE SIDEWALK, CURB AND GUTTEF<, STREET PAVEMENT, AND On/ER PUBLIC IMPROVEMENTS SHALL BE REQUIRED BY THE CI/Y AT THE TIME OF P,9/VATE CONSTRUCTION COMPLETiON. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WO,RK SHALL BE MADE AT Tl-/£ D!SCRU/ON OF THE PUBLIC WORKS iNSPECTOR. ALL C/lY TRff.S SHALL BE PROTECTED IN PLACE. SHOULD ANY TR.ENGH/NG BE REQUIRED WiTHIN SIX (6) FEET OF AN EX/Sl/NG CITY TREE, PLEASE CONTACT JO/IN CONWAY, CITY URBAN FORESTER AT (949)644-3083. JOB ADDRESS 901 NF:WPORT CENTER DRIVE, NEWPORT BEACH, CA 92660 IMPORTANT NOTICE SECTION 4215/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATlON NUMBER BE ISSUED BEFOF/E. A ·"PERMIT TO EXCAVATE" W/L/_ BE VALID. FOR YOUR DIGALERT TOLL FREE 1-800-422-4131 IWO wo,qKING DAYS BEFORE YOU DIG. DIAL TOLL FREE 1-800-227-2600 AT LEJ\ST TWO DAYS BEFORE YOU DIG ;:: AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PR/OR TO THE OFFICE OF THE ORANG[ COUNTY su,qv£YOR. C/)Y OF NEWPORT BEACH (SEWER & WATER) (949) 644-301 I 0 COMMENCEMENT OF W0,9!(, 77ME WARNER (888) 892-2253 UNDERGROUND SERVICE AWTT OF SOUTHERN CAUfORNIA en 0 ' 0 ....-, ' r--. 0 ~ ~ C jr-::1:::::J:-=========---------:~~:::~~~:~~~~~:~~~~~~~~~~~~~~~~~~~~I~~~~~J~~~~~,----------------~~~~----~~~~~~/'0P;MfFPWAR?EEDOBB._YY_·~~~~~~------·---_-_-_-... -_-_-., .. -,-____ -_-_-._.-_-..... -.----.. -----.. -.-.-_-_T-o;-~;[;LO~P;rn;:---------------l-----------7TinTTLLfE~S~H{EEEE~Tr------r-,r-l-"~'~0-2-~1-n1,@ '.s'n---J"r----t--:--77,------J-=-:--,111~ ,&@ FASHION ISLAND ·'" .~" " Cl ~ 417 10 ~-0rz~\Nl~JI, ,-c. !:!'f:' *t,, "') ~~ .• ··•.·. STANTEC CONSULTING INC. 1nHKE mRIV~a\~E COMPANY sEwER, ooMEsT1c wATER AND sToRM DRAIN ,;;; 071101°9 RfVISED SH[ETS 2 & 7 ~ ~ ' .58967 ':I'. Iii VB 19 TECHNOLOGY DRIVE o I ___i_4 1212210s REVIsrn s.'/EETs 2, J. 7 & a i ~1J·(:1v,:so10 r11;, "::,\ ~ • '"1" ,.s•~-IRVil',E, cA 92618 sso NEWPORT CENTER oR1vE i-------F_A_c_I_L_I_T_IE_S_R_E_L_o_c_A_r_r..,..o_N_-_P_H_A_s_E_I_I _____ -11 ~ ~ll---'-+2~--1--10~/2_9~'/-_0B--;li_EVl~E/J SHtETS 3,5.6 & 7 ·II-<>';, ~,:,ff / '~A 1.'l;j<('· // """•""-949•923 •6ooo ""-·n."" NEWPORT BE,A,CH, CALIFORNIA PLAN CHECK NO. 0393_2008 ~ g 1 1/11/08 nt.v1srn s11Ens 2 rnqu 5, & 7 THI/U 10 ~OFce,_,,':{;;f '-v17✓, (.,,.,.u"};-.;_~ (949)72.0-2.200 C!lY OF NEWPORT BEACH 1----------------J1 ....1 !lb,;,N~0~-,4~D~~~~~========~R.~0~~~~~w~w~~~======~===1,,~A~P,~~~-~O,~½~~;;,,,,,lb-,.==========~===·~==·=-===-/-==~=-~··=··=·=·=·;,,_p=·d:~11_'-e~S-t~~-~=~l=~~JO=l/-f~S-e:1-J~o~\~R-~~~~--~--~~--~~cC~E-.:~~5-8~4~1~(~E-x~T-.:1~2~7~~i,7~1~0019~~~--7-~--==·-=·==============..b,===========-===--=.b=s_H-ETE":7':1~~1~-0-F.,.;;;~10;;;;;.~~ l,_[--51tct/S ;;;..: ro ::l' ,o ~ "' m 0 0 I.:'_ 0 (j o,; I= 0 .J Q_ LEGEND 0 SEWER SHEET Q) STORM DRAIN []J DOM£571C/FIRE K\<\ TER . '· INDEX MAP SCALE: 1";100' I I L CATCH BASIN TOP MODIFICATION -------------------+----i& NOT TO SCALE 180.18 TC -· 6" CF, 179.68 FL I 1 i :, __ , LOCAL DEPRESSION DETAIL CB#1 / LOCAL DEPRESSION DETAIL CB#2 F 2 2 I I l I I I I I I I LOCAL DEPRESSION DETAIL CB#3 1: L__ LOCAL DEPRESSION DETAIL CB#4 fESsi A. r,i,, .. RECORD DRAWING ;.;; ,;; • '1/ ', ,,, ~ ~ Qi :I! N0.56001 '/t EXP. 6/30/11 11 / f'CP: I : i E 2 .DROP 8" VCP SEWEH MAIN _/ SEWER CONI\JECTION NOT TO SCALE STORM DRAIN STENCIL NOT TO SCALE ASSOCIATED CONG. NEENAH FOUNDRY R-4345 , INSERTS AS NEEDED /r-souARE 8[[1-/IV[ DRAINAGE I TO ADJUST TO F.G, GRATE OR APPROVED EQUAL I A ~ II /FINISH GRADE ,/ A 2 8 2 -;--. f-11~~Q!U ~~~Q!~ ~~~~Q!~ ~!_1:!Li1o: ~-;:,.--=;ASSOCIATED PROD. / "QUIKSET" DB 2424 DRAIN /. </~/ ~~> : l::::r ~~.~::=1 • [., .;._ 2'-0' 4" MIN. CONCRETE BASE / TROWEL 1% MIN. SWALE TO// OU TLU PIPE ~--- I BOX OR APPFIOVED EQUAL STEEi. mown FINISH. SLOPE FLOOR IN AU. DIR[ClJONS TO OUlJ.ET T.G. P£R PLAN I 2'-·-0' SECTION A-A GRATE CD NOT TO SCALE °' 0 ' 0 ,..; ' r-.... 0 / / / SEWER LINE "B" DEVEL OPE,"/: I ; :\l2 .. ~--Jw?;~~,:_J srnrn .LINE •A0c) :cJT· ·, '·-,--,: 'SEt SHEET 4 I i I ' / J: -7 -, -, ..l;:::::::;:::;c:;:, ,, -__ , -------,---~-=t: ... _,_ ... ·---------=-~- ------·"'·-1----,.------· ---- ·-------~-;:. ,-_____ -__ -s -----. \".hr.::' ::::i ,-·,! / -/ /1-----~~~}- ,I REGO D'~RAWING ii :1 ' NOTE: ,,_ ·······---'·--"·'--· +-·-+··-·-L .. i ___ I --i .• i------- 11+00 10+00 . , ... _/ ' ' ' PIPELINE CROSSING SEPARATION CHART HORIZ. VERT. ID FS/FG ELEV, DW WATER SEWER STORM DRAIN ELECTRIC SEPARATION . . -, ~ :: '+4!-I'✓• -,. B --172.45 TOP 173.45 BOT. -1.00' C --/4\,t, "'1yft,{9tr!'//l0, . __ --0.45' D -175.02 807: 'l,; 172.3 TOP » ---2]' --- f --( 172.0 TOP 1\ ., ---' F 174.47 BOT. ,,, ''=J1'2,.;/;Z-,;T0£.,,-,; ~--J.25' --- G --173.78 TOP 175.28 BOT. -1.50' r:: • --·- ,' '"' '"' ' ·-----, , ...,. '-· ------- SEWER CONSTRUCTION NOTES 0-CORE DRILL EXISTING M.H., RECHANNEL MANHOLE BASE AND CONNECT TO EXISTING SEIVER MAIN PER CITY OF NEWPORT BEACH STD-401-L, STD-109-L /WO DETAIL "A" ON SHEET 2. (Zr-CONSTRUCT 8" SOR 35 PVC 5£V/E:R MAIN WITH BEDDING PER CITY OF NEWPORT BEACH STD-106--L 0)-msTALL 48" SEl/lfR MANHOLE PER CITY OF NEWPORT BEAC/-1 STD-401-L. ©-BACKFILL TRENCH AND REPAIR PAVEMENT PER C/JY OF NEWPORT BEACH STD-105-L-B SEWER CONSTRUCTION NOTES (PRIVATE) @--coNSTRUCT 6" SDR 35 PVC SEWER LATERAL WITH BEDDING PER CITY OF NEWPORT BEACH ST0-106-L @-INSTALL 6" PVC CLEANOUI PER CITY OF NEWPORT BEACH STD-406-L @---1NSTALL GREASE INTERCEPTOR PER PLUMBING DESIGNER'S SPECIFICATION ®-CONNECT TO scwrn MAIN. @)--coNSTRUCT 4" SOR 35 PVC SEWER LATERAL WITH 8£DDIIIG PER CITY Of NEWPORT BEACH STD-106-1. @-INSTALL 4" PVC CLEANO/JT PER CITY OF NEWPORT BEACH STD-406-1. @)--·-INSTALL 10" PVC CLEAi/OUT PER CITY OF NEWPORT BEAC/1 STD-406-L SEWER REMOVAL CONSTRUCTION NOTES [IT!--REMOVE EXIST 10" SEWER LINE. ig]-REMOVE EXIST SEWER MANHOIE. ffi-REMOVE EXIST SEWER LATERAL GRAPHIC SCALE LE: 1 " -20' 1" -4' 20 0 10 20 40 80 ** CONTflACTOR SI/ALL VERIFY HORIZONTAL ANO VERTICAL LOCA110N OF EXISTING Ul7Ll17ES AT THE POINT OF CONNECTION TWO WEEKS PRIOR TO CONSffiUCTION. THE ENGINEER TO BE NOTIFIED IN WR/17NG IF ANY DISCREPANCIES ARE FOUND, -t 1-i1 ~1----i--/ ---1 ----~-' --·-----<! ( IN FEET ) inch = 20 ft. PREPARED BY: S'l'ANTEC CONSULTING INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 9,!9.923.6000 -~n FASHION ISLAND UTILITIES RELOCATION -PHASE II SEWER LINE 11 811 PlAI\J & PROFILE "' fl. "' '" n "' 0 0 ~i ~l ~f 0 ~ " ~ "' \ \ \ • 0 01i+75.5O (/; MH, \ f •; .. · I ,J SEWER LATERAL RELOCATED LJ TO STA 11+70.89 ---,-7 I = • ffi i NORDSTROM SEWER LINE "'A1" NOTE: * :/< CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING U11LITIES AT THE POINT OF CONNECTION TWO WffKS PRIOR 10 CONSTRUCTION. THE ENGINE[R TO BE NOTIFIED IN WRITING IF ANY DISCREPANCIES ARE FOUND, ID FS/FG ELEV. 184.96 FS A B 182.89 FS C E CROSSING SEPARATION DWWATE SEWER 17. 177.JJ TOP 177.02 TOP 1.29 BOT 179.06 80 ELECTRIC SEWER CONSTRUCTION NOTES 0-coRE DRILL EXISTING MH, RECHANNEL MANHOLE BASE AND CONNECT TO PROPOSED SEWER MAIN PER Cl7Y OF NEWPORT BEACH STD-401-{, STD-409-L AND DETAIL "B'' ON SN[ET 2. SEPARATION 2.75' 1.73' .35' (J)--coNSTRUCT 8" SDR J5 PVC SEWER MAIN WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L 0-1NSTAU. 48" SEWER MANHOLE PER C/1Y OF NEY/PORT BEACH STD-401-L ©--BACKFILL ffiENCN AND REPAIR PAVEMENT PER C/TI' OF NEWPORT BEACH STD-105-L-8. SEWER CONSTRUCTION NOTES (PRIVATE) (]J)--coNSTRUCT 6" SOR 35 PVC SEWER lATERAL wm, BEDDING PER CITY OF NEWPORT BEACH STD-106-L @-INSTALL 6" PVC CLEANOUT PER Cl7Y OF NEWPo,qr BEACH STD-406-L @--CONSTRUCT 4" SDR 35 PVC SEWER !ATtRAL WllH BEDDING PER CnY OF NEWPORT BEACH STD-106-L @--tNSTALL 4" PVC CLEANOUT PER CITY OF NEWPORT BEACN STD-406-L @---INSTALL SAND-OIL 1/'f/ERCEPTOR PER PLUMBING DESOGNER'S SPECIRCATfON RECORD DRAWING GRAPHIC SCALE m o m m w oo ( IN ;'EET ) l. inch = 20 ft. co 0 ' N N ' N ,-; .,;; ~ ~ _______________ ....; _________ ii '<t ~ DEVELOPER: PREPAl'?ED BY: FASHION ISLAND . @ ~ f ~ 11X:E ~RV~N(E OOM!P~ ~ srANTEc coNsuLnNG 1Nc. UTILITIES RELOCATION -PHASf ffOHf 0 f I Lh __lJ41tl]'52!.i!i='.lt>'....jlff!~Q.JD~IZA~\l.ijll~rl~4t__ ___________ _J_ __ L _ _J zlf5 550 NEWPORT CENTER DRIVE ~~irtec ~I~111~~1~{aDRIVE rt,m,<,cOM SEWER LINE 11Al ll & PROFILE ~...J .:; 12 22/08 REVISE PARKING LOT NEWPORT BEACH, CALIFORNIA PLAN CHECK NO. LU lt'=I ==~-="'~=-·=--==-==•=-====~~===·=-======~,;,,;lv,,;;,o;,,,. =6,,~;;:,1~,;;,,l~~f~R=EV=~~=~=£-R=· LA=c=ER=AL=s =Pc=R,,;.n<~,,;,;~;.;;,P;;:;~i~>q;;,;..w.;;;;;'S_~.-= .. -=.-====~=-==6,;,A~P,,;,,,(:;,,,•.,,J,._,;;;,/?~!4~TEd.=·-=-===~-~=·==(9=4=9=)7=2=0=22=0=0=~-.....Jk-,,,===~==61~·1'to,'E3~tttB~',:,:,;•ir"1.;;;J~01H/\11~,\icit"S~ew-,\:,,::'.!1iJ~,9~.=-=-=-=-~R;.;:o.E:;;,,·,;;;;45:,;;;;;B4;,;,,1~(c;;;,KP~. i~2,,;;;'J1~/e~8J~"'==C-=I=1Y=O=F=N=E=W=P=O=R=T=B=E=A=C=H=-L,,;;;,S,;,,,H;,;;;E;,;;;ET~-=4~=ob,;;;,,9,;,,,~-=2;;;;;0~;;:;;-~~~ w,,,,1~,,1 !ii i'l ' NOTES FOR UNDERGROUND PIPING FOR PRIVATE HYDRANTS AND SPRINKLERS 1. PRIOR TO INSTALLATION, Al.L REQUIRED PERMi!S SHALL 8£ OBTAINED FROM T/iE BUILDING DEPARTMENT. 2. INSPECTIONS ARE REQUIRED: 1) PRIOR TO POURING THRUST BLOCKS. 2) F0.9 HYDROSTATIC TESTING, ANO J} FOR FLUSH. SCHEOULE ALL INSPECTIONS 24 HOURS IN ADVANCE. CALL CIJY OF NEWPORT BEACH AUTOMATED UN£ AT 949-644··3255 OR GO ONLINE AT <HTTP:/ /WIWI. CITY.NEWPORT-BEACH. CA. US>. 3. INS1i1LLATION, INSPECTION, AND TESTING S,'IALL CONFORM TO 2002 NFPA 13. 4. DOUB!.£ C/1ECK BACK FLOW PREVENTION VALVE ASSEMBLY REQUiRED. CONTACT T.'IE NEWPORT BEACH PUBLIC WORKS DEPARTMENT AT (949) 644·-331 f. 5. FIR[ HYDRANT SUPPLY PIPING SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER. THE LOWEST OPERATING NUT SHALL BE A 11/NIMUM OF 18" ABOVE GRAD[ ANO THE HYDRANT FLANGE SHAU. BE A MINIMUM OF 2" ABOVE GRADE. 6. FIRE HYDRANTS SHALL BE A MINIMUM OF 40 FEET FROM ALL STRUCTURES. A KEYED GAE VALVE SHALL BE PROVIDED FOR EACH HYDRANT IN AN ACCESS/Bff LOCATION. VALVES SHAU. NOT BE LOCATED IN PARKING STALLS. 7. ALL PIPING SHALL BE APPROVED /'VF/ US[ IN FIRE SERVICE SYSTEMS (CLASS 150 MINIMUM). CLASS 200 PIPE SHALL BE USED WHERE THE PRESSUilE MAY EXCEED 150 PSI. 8. ALL FERROUS PIPE AND FITTINGS S/1ALL 8£ PROTECTED WIT/1 A LOOS£ 8-M!L POLYETHYLENE WBE. THE ENDS OF T/1[ TUBE AND SPLICES MADE FOR "ts OF OTHER PIPING COMPONENTS SI/ALL BE SEALED WITH 2" TAPE, APPROVED FOR UNDERGROUND USE. GALVANIZING DOES NOT MEET Tl/[ REQUIREMENTS OF T.'1/S S[CTION. ALL BOLTED JOINTS SHALL 8[ CLEANED AND JHOROUGIILY COATED WITH ASP.HAU DR OTHER CORROSION RETARDING MAlfR/AL AFTER ASSEMBLY AND PRIOR TO POLY-TUBE INSTALLA 7/0N. 9. A 12" 8£0 or CLEAN FILL SAND SHALL 8[ PROVIDED BELOW AND ABOVE THE PIPE (TOTAL 24"). 10a ALL BOLTS USED FOR UNDERGROUND CONNECTIONS SHAU. BE STAINLESS STEEL 11. A MINIMUM OF 30" OF COVER, FROM FIN/SN GRADE fO THE TOP OF THE PIPE, SHALL BE PROVIDED. WHEN SURFACE LOADS ARE EXPECT£D, A MINIMUM OF 36" COVER S11ALL BE PROVIDED. 12. THRUST BLOCKS, OR OTHER APPROVED METHOD OF THRUST RESTRAINT, SHAU. BE PROVIDED WHEREVER PIPE CHANGES DIRECTION. 1 J. THE TRENCH SHALL BE EXCAVAffD FOR THRUST BLOCKS AND INSPECTED PR/0.R TO POUR. ALL CORROSION PROTECTION SHA/.L BE IN PLACE. 14. A HYDROSTATIC TEST (200 PS/ FOR T'i/0 /!OURS OR 50 PSI OVER MAXIMUM STATIC PRESSURE, WHICHEVER IS GREATER) SHALL BE WITNESS£0 BY AN NBFD INSPECTOR. THE TRENCI! SHALL BE BACK-FILLED BE1WffN THE JOINTS TO PP.EVEN/ MOVEMENT OF PIPE. 15. THE SYSTE:M SHALL BE THOROUGHLY FLUSHED BEFORE CONNECTION IS MADE TO OVERHEAD PIPING. FLOW S11ALL BE THROUGH A MINIMUM or A 4'' HOS£ OR PIPE UNLESS OTHERWISE APPROVED BY THE NBFD INSPECTOR NBrD INSPECTOR SHALL WITNESS THE FLUSH. 16. PRIVATE HYDRANTS'. SPRINKLER CONTROL VALVES; POST INDICATING VALVES AND FIRE DEPARTMENT CONNECTIONS S/1A/L BE PAINTED OS!JA RED. 17. A/..L CONTfiOI. VALVES SHALL BE LOCKED IN THE OPEN POSITION. VALVES SHALL BE MONITORED IF THIT SERVE 100 OR MORE SPRINKLER HFADS. 18. CONTRACTO,q SHALL PROViDE TO nRE DEPARTMENT A COMPLETED 'CONTRACTOR'S MATERIAL AND TEST CERTTFICA1£ FOR UNDERGROUND PIPING / ABOVEGROUND PIPING" AT TIME OF FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 13, 2002 EDITION. 19. PROVIDE SIGN ON FDC IN ACCORDANCE WITH NEWPORT BEACH FIRE DEPAl?TMENT STANDArm #F-1 (ATTACHED) SHOW SIGN ON PLAN 20. POST INDICATOR V.4L\IES SHALL BE SET SO THAT THE TOP OF POST WILL 8[ 36 INCHES ABOVE FINAi. GRADE. 21. Tl/£ FIRE DEPARTMENT CD/INECT!ON SHOULD BE LOCATED NOT LESS T.HAN /8 INCHES AND NOT MORE THAN 4 FEET ABOVE Tr/£ LEVEL OF THE ADJAC[NT GRADE OR ACCESS LEVEL. 22. ON SITE HYDRANTS SHALL BE p,qOVIDED WITH BLUE" DOT REFLECTIVE MARKERS. 23. BACKFILL SHALL BE WELL T.4MPEREO IN LAYrnS AND WITTED UNDER AND AFIOUNO PIPES TO PREVENT SffiLEMENT OP LATERAL MOVEMENT. BACKFILL SHALL CONSIST OE CLEAN FILL SAND TO A MINIMUM 12 INCHES BELOW AND TO MINIMUM OF 12 INCf/ES ABOVE THE PIPE. 24. ONLY DUCTILE IRON PIPE SHALL BE USED UND[R BUILD!IIGS. PIPE UNDER BUILDINGS SHALL TERMINATE A MAXIMUM OF 18 INCHES FROM THE EXTERIOR WALL AND SIX INCHES ABOVE FINISHED FLOOR. A MINIMUM or 2 INCHES CLEARANCE (INTERST/l/AL SPACE) SHALL BE PROVIDED WHERE T/1E PIPE PASSES lHROUGH THE FLOOR WALL. llG'BEND GENERAL NOTES: TYPICAL THRUSTBLOCK 2. '[hn.i?:t t,fc,,:;K~ !,i";q/j Miler agnii::lt <:n•:H"t-tt.1rt,i.il (';<fl, hs,tckf:I! Ch"'tlp~te:! t,) Kali% r,,jr.,jl,~ <':()f"lll"l<'H'tfon S>l" ~•c~ 1""""" 1"--"1 ,;Wr.-r • ,..~. ' "'0 "" ""' :t B~ormg e;-ii~i:, l -;; H <:!~~ CNt\P'.lhtd f?-r te"!;l pn:=il"(.S n? 12.fl F-".$1 ;n ~i.ni !cld tr, ,;:, ,;-cl~:.i?l,h,-:;,; 'll~ff (r."'0) \!lt!l hte.mcil ;\t\.~1~ r,f fr1c!i< . .O of 37'. 1' >Jn!t WtJ~M o'i 1Hl FCF', -0mJ al ka~I JS"' of ¢:{1"'1f" 4-. Eh:Q,~11: Q!l•Ns t. .'t f!:,,V:,111 ti'l ~twed by tlie r:ngin~~ wi.rre !11-)it.$'. (JI,) tie-or .:l(j('.ltfis-1 -:liecktt &oil' th,m t:'estr'ib!!6 cl,<.>\Yai, {!J} ,\t,.-0 fosi;: lh:m .,$ Qf cllwr, {C} ¥,,'/ Ma t<!'J'lerl ot m:ir.o tho~ 1:25 PS! or {D} "1''!1 nd r"Prn~ent:c4 -l)'f ::I' fitti."" vr ;;-\;':~ ~htw,n r.er,:Qn. . - - , ,,. 5. l... 1s ~ppr,:,~:m,:,f':'"Y ~J;l J,;,, H fcr ~l~~lt1' !h.,:.~s! ?i!Gt1:."t'. L fs 7\"ot,n !!•011 H IN forger U"rust Mo,;fl;s, H sh~ll nl)el ~Ct-!!d !.~1wh ha;'ht. ~e :,:m-101>-L lrn· r.t{m.:¥im:! lr"1!eh d'mtnskt'!:..- .----------,----------·--------'·-----TIJRUST BLOC'K BEARJNG AREAL X H lN SQUARE FEh,· Fitting,& Size »~~ifE!tt! Tee-1.,r Cro.r.> _, 4• --l.7 1.4 f,." 3.7 .S,l ·-•• 6.1 , .. 11~ 15.0 -·-2l.1 . w Z6h· 5'1.6 ,,. 'Xi.1 41.6 ··-"i;r,•-59.9 84.6' 3F' ?'Vi 131.2 FIRE/SPRINKLER SYSTEM NOTES I. PRIOR TO fNSTALLATIOl'f, PEQUIRED PERMITS SHALL BE SECu,qrn rROM THE CIJY BUILDING DEt'ARTMENT. 2. INSTALLATION,, INSPECTION AND TESTING SHALL CONFORM VI/Tl/ THE 2002 EDITION OF 1vFPA STANDARD 1J AND THE 1995 ADD/l/ON OF NFPA STANDARD 24, INCLUDING ANY AMENDMENTS BY THE CllY OF NEWPORT BEACH r!RE CEPT. WHERE THE WATER AUTHOHITY REQUIRES BACKFLOW PROTECTION T.'1[ FOLLOWING METf/ODS OR ASSEMBLIES ARE ACCEPTABLE: A AN ABOVE GROUND ASSEMBLY APP,ROVED BY THE Yl.4TER AUTI/ORITY, PAINTED WHITE, AND W!T/1 THE VALVES LOC/(ED iN THE OPEN POSITION. VALVES CONT.'/OLL/NG M0Rf )HAN roo SPRINKLER i/EADS SHALL BE MONi!ORED TO AN APPROVED LOCATION. 3. APPROVE[) FIRE DEPARTMENT CONNECTIONS (FDC) SNALL BE LOCATED WITHIN 25' or A PUBLIC FIRE HYDRANI: THE me SHALL BE ORIENTED TO FACE THE FIRE DEP/'.f/TMENT /\CCESS ROAD. THE FOG SHALL BE PROPERLY SUPPORTED AND SHALL BE PROTECTED rnoM MECHANICAL INJURY. Ti![ SIZE OF PIPING ANO THE NUMBER or INLETS SHALL BE APPROVED BY THE FIRE DEPT. FIRE DEPAFITMENT CONNECTIONS SHALL BE PAINTED WHITE. 4. PER NEWPORT BEACH FIRE DEPARTMENT STANDA~D NO. r-1 REQUIREMENTS FOR IDENTIFICATION SIGNS AT FIRE DEPARTMENT COMNECT!O,'-IS, Al,E AS FOLLOWS: A SIGNS SllALL BE CONSTRUCTED OF A DURABLE MATERIAL, PREFERABLY METAL. 8. SIGNS SHAU. BE A MIN/MUM OF FOUR INCi/ES HIGH BY EIGHT JNC/1£S WIDE. C. LETTERING ON THE SIGN SHALL 8[ AT Ll:ilST ONE INCH IN 11EIGHT ON A CLEARLY CONTRAST/NC BACKGROUND. D. SIGNS ARE TO BE PERMAN[Nl'LY MOUNTED 0/v THE BUILDING ADJACENT TO THE F.D.C. OR ON /NE F.D.C. AND MUST BE VISIBLE FROM THE ADJACfNT ROADWAY. E. ALL SIGNS MUST STATE THE ADDRESS OF THE BUILDING BEING SERVED AND IDENTIFY THE TYPE OF SYSTEM SERVING THE BUILDING. S[E FlR[ DEPT. STD. NO. F-1 FOR SIGN DITA/LS. 5, EVERY SPRINKLER SYSTEM SHALL 11AVE A SEPARATE CONN£CT/ON FROM T/1£ PRIVATE FIRE MAIi/. 6. PRIVATE FIRE HYDRANTS SHt,LL BE AN APPROVED WET BARREL STYLE W/fH A MINIMUM OF ONE 2-1/2 ANO ONE 4" OUTLET. ALL OUTLETS SHALL BE PROVIDED WITH NAT/ON!,/. STANDA&D THRfAQ)S. ALL FIRE HYDRANTS SHALL 8£ INSTALLED ON A 6 RISER. 4' OUTLET('.i SHALL FACE TOV1;,\RO FIRE DEPART.I/ENT ACCESS ROAD$,. THE LOWf:ST OPERATING NUT SHALL fjF LOCATED A MINIMUM OF 18' ABOVE GRAD[ AND HYDRANT /-lANG£~5j/ A MINIMUM OF 2" ABOVE GRADf. FIRE HYDRANTS SHALL BE I.OCATcD A MINIMUM 40' rROM ALL STRUCTURES. A KEYED GATE VALVE SHALL BE PROVIDED FOR E.AC/! HYO.RANT IN AN)ACCESS/81.E LOCATION (VALVES SHALL NOT, Bt LOCATED IN PARKING ST,1LLS . FIRE DEPARTMENT NOTES 1. A f z·· Bf.D OF CLEAN nu. SAND SHALL BE' PROVIDED BELOW AND ABOVF THE PIPE (TOTAL 24") , 2. ALL BOLTS IJSEO roR UNDERGROUND CONNECTIONS SHALL BE STAINLESS STEEL 3. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS ANO INSPECTW PRIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE: 4. ALL CONTROL VALVES SHALL BE LOCKED IN Tli[ OPEN POS!TJON. VALVES SHALL Bf MONITORED IF Tr!EY SERVE I 00 OR MORE SPRINKl ER HEADS. 5. CONTflACTQ,q Sf/ALL PROViDE TO FIR[ DEPARTMENT A COMPLETED "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" AT TIME or FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 1 J, 2002 EDtnON. SUBJECT TO UT/L DEPT. INSPECTION , SUBJECT TO FIRE DEPT. INSPECTION 7, ALL PIPE SHALL BE APPROVED FO.'I USE IN ,.FIRE SERVICE SYSTEMs'", CLASS 200 MINIMUM. AlL FERROUS METAL PIPE SHALL BE LINED. ALL FERROUS PIP£ ANO FITTINGS SHALL BE PROTECTED WIT/1 A LOOSE 8-JJIL POL YETl!YLENE TUBE. THE ENOS OF JHE TUBES SHALL BE SEALED W/T/1 2 TAPE APPROVED FOR UNDERGROUND USE, AU. BOLTED JOINT ACCESSORIES SHALL 8[ CLEANED AND THOROUGNLY COATE:O VI/T/1 ASPHALT OR omrn CO,~ROSION RETARDING MATERIAL AFTER ASSEMBLY AND PRIOR 70 POLY-TUBE /NSJALLAT!ON. 8. Ao/AplNRIMOUM ~ qFA36'VF:OF covm FROM FIN/Sf/ED GRADE TO TOP OF Pf PE SHAU. _ V!iJcL BO : Pf PE 9 THRUST BLOCKS OR OTl!ER APPROVED METHOD OF THRUST RESTRAINT SHALL • BE l'RO\IIOED WHEREVER PIPE CHANGES DIRECTION. SEE CITY OF N.B. STD-510-L-A FOR DETAILS. /0 CONrPACTOR SHAU. PROVIDE TO FIRE DEPARTMENT COMPLETE "CONTP.A.CTOR's" MATEF/IAL • AND TEST crnnnCAT[ FOR UNDERGROUND PIPING" AT THE TIME or FINAL INSPECTION IN ACCORDANCE WITH CHAPTER 10 OF NFPA 1 J, 2002 EDITION 11. ALL FIRE REIATED COMPONENTS, FDC, PIV, 8ACKFLOW DEVICES SHALL BE PAINTED OSHA SAFETY RED FIELD INSPECTION __ NOTES AND .REQUIREMENTS 1 A FINAL INSPE(:TIQN IS REQUIRED. SCHEDULE ALL INSPECTiONS AND TESTS •• FOR7Y-[IGHT (48) HOURS IN ADVANCE BY PHONING (949) 644-3255 2. THE. Tl7£NCH SHALL BE EXCAVATED FOR THRUST BLOCKS ANO INSPECTED P.RIOR TO POUR. ALL CORROSION PROTECTION SHALL BE IN PLACE. CARE SHALL 8[ TAKl:N WHEN FORMING AND POURING THRUST BLOCKS Ti!AT FITTINGS AND JOINTS ARE NOT BURIED IN CONCRETE. J A HYDROSTATIC TEST (TWO NUNDl~W PSl PRESSURE FOR J'WO HOURS OR nm • PSI OVER THE MINIMUM STATIC PRESSURE WHEN IT JS OVER ONE HUNDREO AND FIFTY PSI) SHALL BE WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. TH£ TRENCH SHALL BE BACKFILLED BETWffN JOINTS BEFO,,E TESTING TO PREVENT MOVEMfNT OF PIPE. 4. THE SYSTEM SHALL 8£ FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE TO EX/SUNG SYSTEM STUB OUTS. FLOW PATE SHALL BE A MINIMUM OF 10 FT/SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVtD EQUIPMENT SF/ALL BE PROVIDED BY THE CONTRACTOR TO ENSURE SAFETY. THE FLUSH SHALL BE WITNESSED BY AN INSPECTOR. 5 ALL CONTROL VALVES SHALL BE PROVIDED W/Tf/ PfPMANENT SIGNS Tl!AT • CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE \14/. V[ SERVES. 6 ALL FIRE S' PRINKLfR SYST[M CONTROL V,4LVES (INCLUDING DETECTOR CHECK • ASSEMBLY VAL\'tS/, SHALL BE SUPERVISED BY A CENTRAL ALARM SYSTEM APPROVED BY T/1£ CllY OF NEWPORT BEACH FIRE DEPT. 6. THE FIRE DEPARTMENT CONNECTION SHOUW BE LOCATED NOT LESS TNE 18 INCHES AND NOT MORE Tr/AN 4 FEET ABOVE T/1E LEVEL 0/C THE ADJACENT GRAD/: OR ACCESS LEVEL 7. ON SiT[ /1YORANTS SHALL BE PROVIDED WITH BLUE DOT REFL[CTIVE MARKERS. 8. BACKFILL SHALL BE WELL TAMPERED IN LAYERS AND WITrEO UND[R AND AROUND PIF'ES TO PREVENT SE/TLf.MEI/T OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN flLL SANO TO A MINIMUM 12 INCHES BELOW AND TO A MINIMUM OF 12 INCHES ABOVE THE PIPE. 9. ONLY DUCTILE IRON PIPE SHALL Bf USED UNDER BU/LOlliGS. PIPE UNDER BUILDINGS SHALL TERM/NAT[ A MAXIMUM OF 18 INCHES FROM THE EX1ERIOR WALL ANS SIX INCHES ABOVE FINISHED FLOOR. A MINIMUM OF 2 INCHE:S CLEARENCE(INTEHSTIT/AL SPACE) SALL BE PROVIDED WI/ERE Tl/£ PIPE PASSES TNROUGH THE FLOOR WALL. BUILDING EXTERIOR WAIL--". ,-SEE flRE SPRINKLER PLANS ',"-:~ 1 I FQ,q CONTINUATION ,. C/ I / :,"./ : // _ PROPOSED TEMPORARl' '% i / 8" D.I. BLIND FLANGE ~ ______ -( DOUBLE fl/ECK DETECTOR ASSEMBLY APPROX. 4'-0" , ~✓,../( 1 '··6" i F1:.ap9 MODc/_ 876 ~ 1// J ;· / INSTALL MECHANICAL (RESTRAINED) , i , / / JOINT SYSTEM _..> . e------; (U.S.". APPF/OVE:D) _ ~ ..... -✓---✓-:-, I 6" x 2}'f' FOUR-WAY FIRE DEPT. CONNECTION --~ I /✓ POTTER-ROEMER MODEL 5781-8 --i ~' -'(), ., I R OR APPROVE.D EQUIVALENT ' , I ·; POIATED TO FACE DRIVE AISIE ~<~~J.U i FEBCO MODEL 876V DOUBLE CHECK ASSEMBLY PER CITY OF NEWPORT BEACH STD-517-L AND FDC NOT TO SCALE 6 //.:; 0u/! I ///C I l / 1c -------------,;~ : ! / 1,;--FINISHED FLOOR ,_. __ A~P~P~R,=O>{. 4' 1/,,/.!--.iC' ~---~/!....... a'" //, w ' ,- 0 0.1. FIFI£ LINE-~ ~' '....-.' '::---.._ ',_..-~= 1 -;~+~ .. /:nS ,:·, ><.....-f!fi4& ~tu~%f~ow7I'As1'1f ' ~; ~-~ ..-J FOAM WRAP TO ALLOW \ m" .7" , ·; , ' \ FLEXl8/UTY POUR SLAB • , • " , • \ -,. AGAINST WRAP TO MAINTAIN :..; ~, " 6, ; \' , \, 2D"I CPL/£pf\f OPENING AROUND l;..;:i;'..J· p\ \• ., L 8" P~.C _ 11 ·' ' -,-, ' \9 \ ___ FIR[ UN[ 1 l I l , "' \ \ -11ffff.f&fA/t.ti:sER 2i1~~------,=1))'7[7' , ~......__, ' P \'' -INSTALL MECHANICAL (f;E5TRAINED) u..-+----r-·::::Jl't'.:", -i, ; ~ . • JOINT SYSTEM AT ELBvW ff' DUCTILE IRON_/ / , \ "'· .,'------12" SLEl:.VE OR 12" CORE (C-150 CLASS 53) ;, _i ', 1 , THRUST....../ '-._INSTALL MECHANICAL (RESTRAINED; BLOCK GRADE BEAM PER JOINT SYSTEM AT ELBOW STRUCTUF/AL PLANS NOTES: 1. PIPE FITTINGS SHALL BE WRAPPED WITH TWO LAYERS OF 90·-LB TAR PAPER OR FELT 2. ALL BURIED BOLTS SHALL BE COATED WITH 'DEVWRAP 1425'' OR APPROVED EQUAL 3. THPUST BLOCK BEARING FACES SHALL BE PLACED AGAINST l!NDISTIJRBED SOIL, APPROVED COMPACTW BACKFILL o.q CLASS 100-E-100 SLURRY 4. TlmUST BLOCK SHALL BE CLASS 560-C-,,250 CONCRff[. Fll'<E SERVICE CONNECTION TO RISER NOT TO SCALE DEVELOPER: C 6 1 l RECORD DRAVVING NOTES: ., CONTR4CTOR SHALL VER/Pf /JOR/ZONTAL ANO VEFfT/CAL LOCATION OF EXISTING UTILITIES AT POINT OF CONNECTION PRIOR TO CONSTRUCT/ON, AND NOTIFY ENGINEER OF ANY DISCREPANCIES -THRUST BLOCKS SHALL NOT CONTACT ANY UTILITY OR FOOTING -SAND BACKFILL MINIMUM 1 t' AROUND EXPOSED GAS LINE UNDERGROUND FIRE CONS"fRUCTION NOTES (PRIVATE) @-clNSTALL 1t"X8" WATER MAIN TAP AND VALVE PER CIT'/ OF NE'IIPORT BEACH STD-507-A @--INSTALL 8" PVC C-900 (CL 200) PER CITY OF N8VPORT BEACH STD-106-L. @-INSTALL 8" GAT[ VALVE PER CITY or NEJ'IPOPT BEACH STD-508-L, WIT// VALVE ANCHOR PER ST0-510-L-C. (23}---INSTALL 8" -90' BEND WITH TliRUST BLOCK PER C/JY OF NE'IIPOIIT BEAC/1 STD-510-L-A. -.._. @-tNSJALL 8" -4S BEND W!T/1 THRUST BLOCK PER CITY OF NEWPORT BEACH STD-,510-1.-A. @)--INSTALL 8" ••• 22y,· BENO Wini THRUST BLOCK PER C/JY or NEWPORT BEAC/1 STD-510-L-A. @-INSTALi. 8" -11){( BEND WITH THRUST BLOCK PER CID' OF NEWPORT BEAC/1 STD-510-L-A. ®--=--INSTALL 8" FEBCO MODEi. 876 DOUBLE CHECK DETECTOR ASSEMBLY PER Gift' OF N[WPORT BEACH Sff DETAIL "If NERfON. @-INSTALL ff'X2 1/2" 4 WAY FIRE DEPN?lUENT CONNECTION [FDC] Pm OCFA SPECIFICATIONS SEE DETAIL "8" HEREON, @--CONNECT TO BUILDING Fl •R SYSlf/JI PER DETAIL "c" HEREON. ?-ofESs10~ ,,,'-' </m:r;,,l ~ "'·' Ill o"' ~·"" ,.:,;; "~~ (I')-,~- 13 :, • NO. 56961' :t' ffi Ill EXP. 6130111 !lJ GRAPHIC SCALE 20 0 10 20 4-0 BO I l--,;LE~r-:=.i~i1...:-l-: -:=i-1~--~--==.=:1 ======-=J-.J PREPARED BY: * <I); 41{\ /D ~)! "'liio;:~ STANTI!t CONSULTING INC.· l 9 TECHNOlOGY DRIVE IRVINE, Cl\ 92618 949 :923.6000 -,,,c, ( JN FEET ) 1 inch -20 ft. FASHION ISLAND ncr 2u 2010 UTILITIES RELOCATION -PHASE II FIRE LINE PlAl\l PLAN CHECK NO. 0393-2008 SHEET 6 OF 10 (J-5321~7 .' \( ! " N ~ ;_J lJ..l Cl ;.; m 'cl co "' a 0 CJ ·, o' '-. ~. PROFILE HORIZ. VERT. 1 " 1 " 20' -"'I -- :----~'----•' ,, __ .' •. : ' , -., ... ,,_. --1 • -•,-----; • ·:Jj •:;~,-~:~·Dif/ -:'.~:s ;~----~;,'; · :_-/ : ..... :_:-1-•• : ; ;----t-----·-· ·t ... _ •••••. . . . . ------~----··-- ' . . -···----~-•-.,----'--•--,• .J. 10+00 11+00 NOTE: ** CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AT THE POINT OF CONNECTION !WO WEEKS PRIOR TO CONSTRUCTION. THE ENGINEER TO BE N077Fl£D IN WRITING IF ANY DISCREPANCIES ARE FOUND. STORM DRAIN CONSTRUCTION NOTES ®-CORE Dl?!LL AND Gl?OUT EXISTING JUNCTION STilUCTURE FOR LATERAL Pil'E. ~f P,~~'f,~f{Jff'.tt:;,""I~:~~-~~~!~-JR,~:,~1R;J~r:,!:~1.!f!;t 8I;~~11~.,~~€"£ri:;.ll.;:~~~~r,§~!,.2cr~;;1Ps,;;,L li};1tf 5}J:}!~~,;~tl:i~~.~l~~~J~i:~;1~:~(Jf Jt;J:I.!E~~t~!,I~~:£~,~;J:~~~tf ii('.r/~-~::~1 (:!_~>--INSTALL JUNCTION STRUCTURE NO. I PCR CITY OF 1/EWPOFIT BEACH STD-310-L. ~±)-INSTALL STORMGATE MANr!OLE AND CONNECT TO EXISTING PIPES PER "CONTEC/f' SPECIFICATIONS AND CITY OF N8VPOR T BEACH REQUIREMENTS. @-INSTALL CONNE:CTION ASSEMBLY PER CITY OF NEWPORT BEAC/1 STD-312-L ON EXISTING PIPE @--/NS/ALL 8' x 16' PRE.CAST S/ORMFILTER UNrT. BY CONTECfl STGRMWATER SOLUTIONS. Sff DUA/L "G° ON SHE[) 10, PER CITY OF NEWPORT BEACH REQUIREMENTS. @-INSTAil 8' K 16' PRECAST STORMFILTER UNIT, BY CONTECH STORMWATER SOLUTIONS. SEE DETAIL "F" ON SHEU 9, PER CITY or NEWPORT BEACH REQU!f/f},/£NTS. @-INSTALL CONG.RITE PIPE COUA,q PER CllY OF NEWPO.RT BFACH STD-313-L. @--INSI4/1. 10" SOR J.5 eve STORM DRAIN WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L. ®-!NSTAl.l If SD.R 35 PVC STORM DR41N WITH BEDDING PER CITY or NEWPORT BEACH STD-i06'-L. ®-II/STALL t O" X 45' 8[ND PER CITY OF NEWPORT BEAC!, .l?EQUIREME/l!S, @v--INSI4LL 24" X 24" GRATE INLET PER DUAIL C ON SHT 2. @--INSTAU JUNCTION STIIUCTURt 110. 1 PfR CITY OF NEWPORT BEACH STD-310-L MODIFl[D WITHOUT MANHOLE SHAFT. @-BACKFILL TRENC.1-1 AND REPAIR PAVEMENT PER CITY OF NEWPORT BEACH STD-105-L-8. (~BACKFILL Tl?WCH AND REPAIR CONCRETE PER CITY OF NEWPORT BEACH STD-/05-l-D. @-INSTALL J.S. NO. 2 PER CITY OF NEWPORT BEACH STD-311 .. L (E}--INSTAtl 15" SDR 35 PVC STORM DRAIN WITH BEDDING PER CITY OF 1/EYIPORT BEACH STD-106-L. @-ti/STALL 12" SOR 35 PVC STORM DRAIN WITH BEDDING PER CITY OF NEWPORT BFACH STD-106-L. @--INSTALL !5"X12"X8" SDR-35 PVC WYE BRANCH nmNG @)~ CONSIRUCT CONCIIE!E PIPE COLLAR PER CITY OF NEWPORT BfACH STD-313-L STORM DRA!f'J REMOVAL CONSTRUCTION NOTES &-R[MOVE EXISTING 21" RCP UNL ~ R[MOVE INTERFERING PORTION or EXISTING 18" RCP ~ PLUG EXIST 113" RCP PIPE. ~ REMOVE EXISTING CATCH BASIN ~-SAW Ciff, REMOVE AND DISPOSE OF EXISTING AC OR PCC PAVEMENT. ~ SAW CUT, FIE.MOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK/SLAB. 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L_ -----1 ----~----__ , ______ l ___ .. • -'-----·---·----···· ·--'--···-···-------___ , -'••---.. -----·~---~-----___ ;_ -~ _ ~-: : i J ···--········-·--·-·-·"-· .. ,..L ..... -L .... __ , _____ J_ __,___ 1. j l .. _: '. ___ J_ : .... .L • J _____ L __ r-, : L -,--L-~---'---!~ __ J __ , ___ ·---~-------'--_ J 10+00 \ 0 lo 0 -·------+-r:l{ ~~, Q 1n / + 0 0 10+80.91 EC 10+04,50 ,~1 l~B=.2~1 -"-IN"-V _ _,® PER TKSC POC 11+00 -/ - l I ; i ' I: 12+00 [J ! ~*~·- PARKING STRUCTURE PS2 13+00 14+00 10+00 --~-•~c=~(".---.. )./ RECORD DRAWING 11+00 NOTE: ** CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL WCAT/ON OF £')(/STING UT/WIES AT TNE POINT OF CONNECTION TWO WEEKS PRIOR TO CONSffiUCT!ON. THE ENGINEER TO BE NOTIFIED IN WRITING IF ANY DISCREPANCIES ARE FOUND, STORM DRAIN CONSTRUCTION NOTES @-coNSTi?UCT 24" RCP STORM DRAIN (D-LOAD PER PLAN) WITH BEDDING PER CITY OF NEWPORT BEACH STD-106-L (j!)--coNSTRUCT 18" RCP STORM DRAIN (D-LOAD PER PLAN) WITH BtDDING PER CITY OF NEWPORT BEACH STD-106-L G_lj-CONSTRUCT CURB /NLU TYPE OL -A PEF/ CITY OF NEWPORT BEACH STD-305-L, (L PER PLAN) WITH LOCAL DEPRESSION PER STD-J04-L AND DETAIL ON SHEET 2. @--INSTALL JUNCTION STRUCTURE NO. I PER CITY OF NEWPORT BEACH STD-310-L. 40·-INSTALL STORMGATE VAULT AND CONNECT TO EXISTING PIPES PER "CONTE:G/{' SPECIFICATIONS ANO ,;y· CITY OF NEWPORT BEACH REQUIREMENTS. SEE DITAIL "(/' ON SHT. 10 @--INSTALL CONNffTION ASSEMBLY PER CITY OF NEWPORT BEACH STD-312-L ON EXISTING PIPE FOR WATfR QUALITY f'LOW OUTLET PIPE ®-INSTALL 8' x 16' Pr9£CAST STORMFILTER UNIT, BY CONTECH STGRMWATER SOLUTIONS. SEE DETAIL G ON SHEET 10, PER CITY OF NEWPORT BEACH REQUIREMENTS. @--INSTAU 8' x 16' PRECAST STORMFILTER UN[T, BY CONTECH STORMWATER SOLUTIONS. SEE DETAIL F ON SHEET 9, PER CffY OF NEYIPOr9T BEACH REQUIR[M[NTS. ®-/NS/ALL CONCRETE PIPE COLLAR PER CITY OF NEWPOr9T BEACH STD-313-L <iJfr-tNSTALL 15" SOR 35 PVC STORM DRAIN VI/TH BEDDING PER CITf OF NEWPORT BEACH STD .. 108-L. @-INSTALL ,JUNCTION STRUCTURE NO. I PER CITY OF NEWPORT BEACH STD-J/0-·L MODIFIED WITHOUT MANHOLE SHAFF. STORM DRAIN REMOVAL CONSTRUCTION NOTES ~ REMOVE INTE,?ffRING PORTION OF EXISTING 18" RCP ~PLUG EXIST /It' RCP PIPE AND ABANDON iN PLACE. ~REMOVE EXISTING CATCH BASIN CURVE DATA GRAPHIC SCALE 20 O 10 20 40 80 ( lN FEET ) i inch = 20 ft. ~ ··1.r'l.·1 • .:. / I d I ):l! " i[ -DEVELOPER: PREPARED BY: FASHION ISLAND OCT 20 WW ~.i.~I I ~! c:;~%~8 1~0E,;c"r1 • @a ti~lfiX(E HRV~NCE COMPAN'f :f;f;.ri•'···h·.u.@,.,.~ s19TAr~.,·1-•'NocolONG~YUDlTR!l~EGINC, UTILITIES RELOCATION PHASE II ~. '. !JOIN EXIST 13" STORM DRAIN 'Cdb~ ':::'~'..-IRVINE,CA 92618 ' STORM DRAIN PLAN & PROFILE } ' I /~ _,,.*7_,,___-+-'4-'-lr-;,:c✓lccl0::__µ!2.Ub==lu"'7'--'D"-'e..:::'_-,w..:.c.:1c..i.J_,(,:__ _______________ +---l-----l '). 550 NEWPORT CENTER DRIVE Stantec 949.923,6000 '"""'°'x 'SI" !1 ~--.J.' • t, 4 12 22 08 REPI.ACED STORM DRAIN LINE "B" AND ADD //NE "/J" NEWPORT BEACH, CALIFORNIA PLAN CHECK NO. §€ l1 ••• • ·~ ---• ... -~ ••• • ---I 7/1/08 REPLACED STORMGATE MANHOLE WITH STORMGATE VAULT, REV. SD&; C,B, LOCATION (949)720-2200 CITY OF NEWPORT BEACH 0393-2008 j::5 llb=========·=····=·=··===-=~==-=·=-=-=====4=~M~0~,4:~DA~Ti~T='=======~R.~:EV!~J~~~~~N~S=========~A~P.~~;,,.J.~DA~Ti~rd================'=======~~~~r~s~LCT~~n~u~~~!~{~~~G~'~l~u~R~~~~--;;:R~.~~.[~4~~~11~(~~~A~12~/~J9~0~~=6============='==S=H=E=E=T====8;;;;.;;==0=F==~1~0~~ I 0 _c t: a :;,; tQ~ © 0 N C 0 Q " .D ·c ::, >' m :,; "- sj- N l"°"l '° 0 0 N '- "' '--,, ti w t:: 0 _J Q_ "' '3: " m -0 ~ m • Q_ ,;;; • -.;, ;b Cc .. l'-,,, .,_ r er; -~ 0 0 ·2 "-/ ,: 6 z ~ I < "' 0 A I L_ ! !ML'=l ' C {9') i ' i I r B FRAt'."lEAND COVER (TYP) \ PLANVIEW ' ' ' ' ' I ' -..I c_ --OUTLET J ' C::ONTRACTOR TO G!;QUT 1/ TO F!!'HSHED GRADE 1 GRADE ,//-R!!\!GIRISERS / A ! _ _j (8) ~---'~ ~ cc:~~:'f-/-<-·~-~-(-:3-·:>-<>--,/,-/-' ----------•---------~ SECTION A-A .---·· ·---------------------· --·-·-----. ' SUBfuUTTAL 7 7'-8":i:: ! B INLET lNV. ELEV. 172.64' rf ~t The Stormwater M1magernent (,f$ StormFilter" - i, !>"5 ~eorn.,c: l,ff>.'f EE PRCTEGffO er, Celi= OR 1,10'(~. CF11 i'c FCl~Y(c',NG u,:;, ~., Ti=l•;:-s; £)22.G~S; 5,52,1,01'6: 0 707 ,'J7.7 f,,%5,1 '57: ~.(,IT .s:,s; f,_ROS <>'•B: SECTION EU, Vl1UL"T STYLE: 13.A OUTLET Sl11,1P (!'·liB} MATERfALS UST -PROVIDED BY CONTECH _S_!TE DESIGN DATA ! COUNT DESCR!PT!ON 40 ':8'' 15 GPM CARTRIDGE. BLK INSTALLWBY ' ' CONT~CH 1/\/ATER QUALITY _£_LOW ~~Tl= _____ _,__'_-,_2_c_1_,s ····~- 5 CARTRfDGE DL\JG ' CONTECH -~-.. ~-~~-., .-.. -, ' CONTECH --------------+--- FLOW SPREADER CONT::;CH FLOW Kff CONTECH ' -·----~·-·- SEALANT FOR JOINTS ' CONTRACTOR ·-----· ------·-----~----j GRADE Rl~JGS/ RISERS ----'-- 030" x 4" FRfa.ME l•NfJ COVER 2 i CONTP .. ACTOft --i CONTRACTOR. REGENERAL.NOTES PEAK FLOW RATE Rt:TURN·PERIOD OF PEAK FLCl/'\J SPECIFIC FlOVV RATE Of STORMF!LTER fll_TER MEDIA TYPE I, CONTt:.Cl-l TO PROViDE ALL MATERIALS UNLESS NOTED OTHERVV!SE. 14.20 d~ 2 gpm :sq ii ZPG 2 DlMENS:ONS MAR\<.:ED WITH <')ARE REF~RENCE DIMENSIONS ACTUAL DIM~NSIONS MAY Vl\RY. 3. FOR FABR!CAT!ON .DRAW!NGS WtTH UETJ\JLED VAULT DIMENSIONS AND WEIGHTS. PLEASE COhlTACT YOUR CONTECH STORMWATER SOLUTIONS REPRESENTATIVE www.c_ontechstormwater cone 4. STORMFILTE.R '!NATER QUAUTY STRUCTURE SHALL BE !N ACCORDANCE WffH ALL DESIGN DATA AND INFORMATION CONT;\INED IN THIS DRAWING S. STRUCTURE AND CASTl~JGS SHAU. MEET AASHTO H20 LOAD RATING. 6. F1l TER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RAD!AL. FLO\/'{ ANO SELF CLEANiNG. RADIAL MEDIA DEPTH SHALL BE 7--!NCHES FILTER. MEDIA CONTACT TIME SiiALL BE AT LEAST 39 SECONlJS t'. SPECIFIC FLO\N RP,TE !S EQUAL TO THE FILTER TREATMENT CAPACITY (9pm} D1VIDED BY TrlE FILTER CONTACT SURFACE AttEA (sq ft). !NSTALlATlON NOTES 1. ANY SUB-BAS!::. sAcKF1Ll DEPTH. AND10RANTI-FLOTATION PROViStONS ARE S!TE-SPEC!F!C DESIGN CONSIDERAT!Ct-JS AND SHALL BE SPECIFIED SY ENGINEER OF RECORD 2. GONTWI.C fOR TO PROVIDE EQUIPMENT VV!TH SUFF!CIE('fi. LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMf!LTERVAUL T (LIFTING CLUTCHES PROVIDED). 3. CONTPJ\CTOR TO iNSTA.LL ~IO!NT SEALANT BETINEEN A!.L VA.ULT SECTIONS' AND ASSEMBLE VAUl T. 4. CONTRJ\CTOR TO PROVIDE, !NSTA!..L, AND GROUT PlPES. MATCH OUTLET PlPE. lNVERTV\frfH OUTLET BAY FLOOR 5. CONTRACTOR TO TAKE APPROPRIATE fi11EASURES TO PROTECT CARTRIDGES FRQ[vl CONSTRUCT/ON-RELATED EROSfON RUNOFF_ STRUcru~E W.CJOH"f • ,~ db! ;;:: (S~~ 0 ;::: E !:l~B 3 8 ,.: 0 s ~ il'J I!!! "' ~ ll7J l:'4 E 8 ~ " ain C 0 -~Y~ ,S 'S C ~fj' "' 8 '"' (S~~ ~ 8.t.':>f FC':NAM,· SF8i8•SU6.D',,\IG i :20,LE NOME DES1a-1coo jDPJJ.,;m GPW f~iA -[>~Tee 7171/08 RE'/ CONTRACTOR TO GROUT LCi\lV FLOVJ Q1ff!. .. f.l c-1/'' Ii:' ·ro F)NiSHED GRAf?E -~ GRADE , ::_. R!NGS/RJSERS -----....~~ I -,:,,st> '--"---"---I-_~· ',J 7 r - B FLOW --- \/---2.-------____ ,. :·: INLET / 0 24~ RCP ___/ !NV. ELEV. 172.80' I B SECTION A·A FLOVV FLOW SUBMITTAL Rl:vl ELEV. 178.70' HTORMG.ATE WEIR ELE\/.173.7~0' __ ~--- Storm Gate" 1H".; PHJl:)~~1 1-AY E~ rno,~l,;-i,[J I!~ U.5. r,,o)f.l',l":S, ~e\JI.To:J FOHm3N i'ATPffl3..C'1 O/llCR !>ATE/ITS PS'W8G SECTION B-B MATERIALS UST-PROVIDED BY CONTECH COUNT DESCRiPT!ON !NS1A.LLED B\' -·-----·-1 STORMGATE WElR ASSEf\,·lBLY Cot\JTECH SlTE DESIGN DATA l WATER OUhUTY fF OW RATE !I ;:it;Ai< FLOW 1.32 cfs '14.80 ds • RA::·;:: F=-------\----- SEAU,NT FOR JOINTS , 024" x 4" FRAME AND COVER GENERAL NOTES COhTRACTOR CONfR.ACTOR RETURt\ PERIOD OFPUK f'LOVV 1. COt-.JTECH TO PROVIDE ALL MATER[ALS UNLESS NOTED OTHERWISE. 2. DIMENS:ONS MARKED WITH () .A.RE REFERE!>JCE DlMENS!ONS f-..CTU/>,L rnMENSiONS MAY V.1',RY 251ji$ 3 FOR FABRICATION DRAWINGS \/IJITH DETAILED STRUC:TliRE DIMENSlONS PLEASE CONTACT YOUR LOCAL COf,JTEC;i ST:JRMWATER SO'."UTlONS REPRESEHTAT:VE www.contechst::irmwater.com 4. S;"ORMGATE BYP/~ss STRUCTURE SHALL BE !N ACCORDA:\JCE VVLTH ALL DESlGN DATA AND !NFORMATiOM CO('.JTA.'NED li'<J THS DRAV1.!ING 5. ST.C".;;UCTUR[ Al':D CASTINGS Sf-'AL:.. MEE;" AASHTG H20 LO:\:J RATING INSTALLATION NOTES i t\\!Y SUB,BASE, BACKFILL DEPTH, .A.ND/OR ANT1-FLOTAT\Qh) PROVISIONS ARE. SITE-SPECIFIC OES\Gf\J CC:\IS!D:::RATIONS AND SH.•\LL BE SPECiflE) BY ENGl!\IEER OF RECORD. 2. CONTRAC";OR TO PROVIDE E:QUIPMB·ff VIJITH SdFFIC!EMT LIFTiNG Mm REACH CAPACITY TO !.if-T AND SETlHE STORMGATE STP:JCTURE (LIFTING CLUTCHES PROV!CED). 3. COt'-JTRACTOR TO ii'iST ALL JOlt-ff SEAU\NT BETWEEN AU STRUCTURE SECTIONS .AND ASSEMBLE STRUCTURE. 4 CONTR.l'\CTOR TO PROVIDE, INST.ALL, AND GROUI PIPES. M?,TCH PIPE INVERTS VVITH ELEVATIONS SHOWr'-J. 5. f;,OJUST STORMGATE lfl/EIR TO DESlm'1 E.EVAT!Oi'J S?ECiFlC.D if\J DR.l\''JViNG. 00 ('JOT t.:XCEED S_O F°;•U3S TORQUE WHEN TJG~TENiNG SCREWS Oi\l \1\/EIR FRAME SEAL WElR TO FRA)JIE VV!Th R.TV SILICONE SEA.LANT AFTER fl~)AL. tl,DJus,:JlE!'-f!. STRUCTURE WE!GHT APPRQXiMATE HE/WIEST PlCI(= 7,0C0 LGS. SG48-SUB,D'NG s:::-0.LE. NOME J,\TE 7/23/08 ~----------______________ _:' ::.::::::::::=======::::=_;;:_::;;:;;:__.:'::~;...:\:T_::ro;::,::'":::'"::) r.o:rE>r.S, C'l CT.-'1'R PA1~\iTSFENDIM>. APPROX!iV1ATE HEAV!EST PJCK =-55.800 LBS ' _______________________ _;_ _________ _l.., ___ _J CONTECH STORMF!L TER UNIT F -------+------! NOT TO SCALE 9 RECORD DRAWING ___ _.._ ____ , ___________ ,--.---,r--i"""--,,""'"":~-:':"_'.~------------"'"-'---------,,---------,-..-,-------------------.---------------------- DfVfLOPER: PRE:PAREo aY, . . FASHION ISLAI\J D ncr l::'. 9 2nm -- -- /7\ /1\ -- 7 /11/08 REVISED DETAIL NO, _,, ~~~}11Xsn~v~Ns coMA~ .&J~_·o/!ra.':A.••-·-·.• STANTECCONSULTINGINC. UTILITIES RELOCATION -PHASE 11 //4)' 19 TECHNOLOGY DRIVE R' 550 NEWPORT CENTER DRIVE .:""~"--IRVINE, CA 92618 STORM FILTER DETAILS NEWPORT BEACH, CALIFORNL~ (949)720-2200 -- Smntec 949 923_6000 . "'"'"".x' CITY OF NEWPORT BEACH PLAN CHECK NO. 0393-2008 SHEET 9 OF 10 ' ' 00, 0 l ,.., I 0 ' i 00 0 I -.-1 ' ~ UJ a r· 0 • E "-f " s q, V " ,,., ,. A L ! 8 ~-r 0 /NL.ET DJSS!i'/" TOR ·----..,,_,,rc~:ii=+--..-fr-,~--~- (9') 2' L -------------------7 ' ' ' ' ' I I ,~,1 ! r--·\L1·1- ' I I ----------------------------------------7,---h, _.J ~---'-------------------'+;--· -1'----- 1. _ _J GCTLET (B') I -----·-----r.17')--------------·1 PlANVIEW SECTION A-A .-·---------------------------- 7'-G"± 7 ! B INLEi INV,. El.EV __ i76.B5' OU;"LET INV EILV. 174.55' "1 .~'(,;; The Srormwater Management \~ Storm Filter' . ..,_,.. ----------- •-t-----~---~--~---~-~-.,·~/~· ~· ~---,-~,_~•H· 1~- STORMHL TER ;::;tli-HRIDGE ___// \ I· 9oc·, -' -----(16')------~-·--------·-, SECTION B-13 VAUL-r STYLE· 12A OUTLET SU!/iP (NlB) MATEH!A! E! US'I ~ PROVIDED BY CONTECH -_, SITE DESIGN DATA -------- COUNT' DESCR!PT!CN 20 ·tS" ·1£. GPM CARTRJDGE (BLK) ------------ 19 Cl\RTRIDGE PLUG I ---· -•~•-•n' ,._. i ;:::Low SPREADER - -------- iN-3-~ALLED BY CONTECH ~ ------- CONTECH CONTECH CONTECH j WP..TER QUAL!TY :·FLbvv RATE I f)f..A :.;; ·i::-Lovv ! RJ\TE ! RETURN PERIOD I.OF PEAK FLDVV i 0.66 ::fs I • i4.75 cf~ SPEGIFJC FLOW RATE 2 gpm 1 FL::JVV Kfl CONTECH OF STORMFlL..TER !sq ft ~--·------~-·--·. ==----+--~--< -·-~ --- FILTER. MCDlA TYPE ZPG 1 SEtd_J\NT FOR ,JOJNTS CONTRACTOR GRADt: RINGS/ RISERS CON:"RACTOR -' ' .03'.J" x ,1" FRt1ME .£\ND COVER CONTRACTOR ~ .. ' GENERAL NOTEE i~ CON I ECH TO f-'ROViDE ALL MATE;-;:fALS UNLESS NOTEJ OTHERWISE 2 D!wl~NSIGNS f,11ARKEO l.'\ll"fH () ARE REFERENCE Q!MENSlONS. ACTUAL DfMEf✓S10:-JS MA't-VA;{y 3. FOR FA8R.lCATtON DHAWlf,iGS WITH DET;1.lLCD VAULT D1MENS!ONS :AND \/VE!GHTS. PLEASE CONTACT YOUR CONTECH STORM\NATER SOLUTiON8 REPRESENTATIVE. \vww.c,:mtechstcrrnwater.com 4 STORMFIL";ER 'NATER QUALITY STRUCTURE SHALL BE !N ACC08,0/\NCE W!TH'ALL !JG.SIGN DATA 1;ND !l'~FORMAT!ot>J CONTA!NED IN THIS DRf\1/\JING. S STRUCTURE AND CASTINGS SHALL Mi:ET AASHTO H20 LOAD R.ATl\lG. 6. FiLTER CARTRIDGES SHALL BE ~,1ED!A-FILLED, PASS1VE. SIPHON Ac:·uATED RADIAL FLO\N AND SELF CLEAMING. RADIAL MED!A DEPTH SHA.LL SE .?-!NCHES. FILTER MEDfA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7 SPECIFIC FLOW RATE tS EQUAL TO THE FILTER TREAT1ViENT CAPACiTY (gpm] OlVIDCD SY THE Fil TER CONTACT SURF.ti.CE AREA (sq ff)_ !MSTALLATION NOTES -:r-· ANY SUB-BASE, SACKF!LL DEPTH ANDIOR.ANTI-FLOTAT!ON PRO\/ISlONS ARE SITE-SPECIFIC DESIGN CONSIDEf1AT!O!'-JS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2 CONTPJ\CTOR TO PROVIDE EQUIP'.·cJlENT VV!TH SUFFICIENT UFTING Ai'JD"-R:EACH CAPAC1TY TO UFT AND SE"f THE STORN'iFil T!;;:R VAULT {Ui=7'1NG CLUTCHES PROVIDED/ 3. CONTRACl'OR TO !NSTAL.L JOINT SEALANT BET'l,iESN ALL VAULT SECTIONS -AND ASSEMBLE VAULT 4 CONTRt•.CTOR TO /:>R,O\/JDE, INST/\LL, !\ND GROUT P!PES. ·1\iATCH OUTLET PIPE INVEfff VJffH OUTLET SAY FLOOR. 5 COMTRACTOR TO TAJ:~!::: AF-?ROPRIATE MEASURES-TO PR.OTECT CARTRIDGES FROM CONS1 RUCT!ON-RELATEO EFWS!Q!',J RUNOFF" Ill 1-- (/) @ ' db~ "' z <5}D ~ l':l!iD ::::l -' 0 1;:m:i ~ "' ·dw1 ~ '"' ~ ·~11~ 5 "¾,~ !lj <s~l ~ !:J,\St' iJ l~MM' SF31S-SUB.DWG NOME GES.IGi<Et· DR:l,.':1·; GPW N!A DATE 7/2'1105 E 8 ~ ~ '-n "' r ' C cc 8 CONTECH STOR~4FIL TER UNIT NOT TO SCA!.E DEVELOPER: G 10 PREPARED BY: ~---------~---------~ ¢#~ ~~· Stam:& STANYliC CONSULTING INC. 19 TECHNOLOGY .DRlVE • IRVINE, CA 92618 949,923;6000 sta11recr.:c,T, RECORD DRAWING FASHIOI\! ISLAND ucr :1s: znm· UTILITIES RELOCATION -PHASE II STORM FILTER DETAILS CITY OF NEV\IPORT BEACH PlA.N CHECK NO. 0393-2008 SHEET 10 OF 10 00 0 • ..... C) ' 00 0