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HomeMy WebLinkAboutS_5259_SCITY OF .;j:-'t- COSTA MESA UPPER o NEWPORT ~ BAY C' -14-.,¢ 1/s CITY OF IRVINE UN\\1£RSln' 4f, ~ PUBLIC WORKS DEPARTMENT STORM DRAIN DIVERSION BIG CANYON COUNTRY CLUB ALONG FAIRWAY 11 GENERAL NOTES EXlSTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHAUL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. AUL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. P.C.C. SHAUL BE CLASS 560-C-3250 CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SEWER CLEAN OUTS, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS UNLESS NOTED OTHERWISE. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. DUE TO UNKNOWN LOCATION OF IRRIGATION LINES AND THEIR RESPECTIVE APPURTENANCES CONSTRUCTION NOTE 10 SHALL BE CONSIDERED APPLICABLE THROUGHOUT THE WORK AREA EVEN IF NOT DIRECTLY CALLED OUT. CONTRACTOR SHALL FAMILIARIZE ITSELF WITH LINE, VALVES, HEADS, ETC. BY POT HOLING TO DETERMINE EXACT HORIZONTAL ANO VERTICAL LOCATIONS WITHIN THE IMMEDIATE WPRK AREA. - CONTRACTOR TO VERIFY JOIN POINT W / EXIST. SEWERS AND STORM DRAIN'. NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS BEFORE STARTING CONSTRUCTION. EXIST. SEWER, WATER AND GAS LATERALS (SERVICES) ARE TO BE PROTECTED IN PLACE AT AUL TIMES NO INTERRUPTION OF SERVICE SHALL BE AULOWED UNLESS OTHERWISE NOTED ON THE PLANS. UNLESS OTHERWISE NOTED ON THE DRAWINGS ALL CURB, GUTTERS AND DRIVEWAYS ARE TO BE PROTECTED AT AUL TIMES AND BECOME THE SOLE 'RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. UNLESS .OTHERWISE NOTED ON THE DRAWIN(;S, THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION AND RELOCATION OF ALL TREES, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY ITS WORK AND SHALL RESTORE CIR REPLACE IN AS NEARLY THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT THE COMPLETION OF THE WORK AND TO THE SATISFACTION bF THE PUBLIC WORKS INSPECTOR. CONTRACTOR SHAUL REMOVE ROOTS WITHIN PROJECT LIMITS TO ALLOW FOR NEW CONSTRUCTION. 0 PROJECT LOCATION C-5556 CONTRACTOR TO REMOVE AND REPLACE CART PATH, CURB, CURB AND GUTTER FROM JOINT-TO-JOINT PER CITY STANDARDS. FINAL LIMITS TO BE DETERMINED BY THE ENGINEER. VICINITY MAP NOT TO SCALE FINAL LIMITS OF GRADING INCLUDING NECESSARY REGRADING AND PLACING RIP RAP SHALL BE TO THE SATISFACTION OF THE ENGINEER CONSTRUCTION NOTES SYMBOL ABBREVIATIONS DATE: 1-,-1&1 NO. DESCRIPTION -0-POWER POLE @ SEWER CLEANOUT ® SEWER MANHOLE @ STORM DRAIN MANHOLE l>Ol FIRE HYDRANT Iii WATER METER lltl STREET LIGHT PULL BOX llll TRAFFIC SIGNAL PULL BOX :¢<-------a STREET UGH T 0 WATER VALVE (,-GUY WIRE l>. SURVEY MONUMENT p SIGN ~ VAULT VENT e TREE I:;! IRRIGATION CONTROL VALVE ~ SPRINKLER IIll CABLE TV PULL BOX ~ CORING LOCATION ® ELECTRICAL MANHOLE [I) ELECTRICAL PULL BOX ~//.(L~l'.'..!'..!/~ BUILDING ----EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION ---i---CENTERLINE --s--SEWER LINE --W--WATER LINE --G--GAS LINE --C--COMMUNICATION LINE --E--ELECTRICAL LINE --T--TELEPHONE LINE -CATV-CABLEVISION LINE --SP--SPRINKLER SYSTEM -x-x-x-FENCE BLOCK WALL {IN ADDITION TO GREENBOOK SECTION 1-J.2) AB AC BC BCR SVC BLK CATV t CNS CL CLR C&G E EC ECR EVC FLG FE FL FM G GV GB IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SQ STL T w w/ AGGREGATE BASE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING EXIST FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SCE SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT TIME WARNER CABLE ORANGE COUNTY SANITATION DISTRICT DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 542-6222 (714) 962-2411 NIGHT (800) 427-2200 (800) 611-1911 611 (949) 644-3717 (714) 388-2000 APPROVED: Ptd,;.J. A~ DEPUTY PUBLIC WORKS DIRECTOR I R.C.E. NO. 44223 ClTY ENGINEER ~ ~~~.= ~ ETO FASHION ISLAND LOCATION MAP NOT TO SCALE • CONTRACTOR TO COORDINATE W/ BIG CANYON COUNTRY CLU8 IIR. JEFF BEARDSI.EY N9.708.5284 FOR ACCESS THROUGH GOLF COURSE TO SITE G) PROTECT IN PLACE FURNISH AND INSTALL 8" PVC SOR 35 PIPE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER CITY (D STD-106-L (TRENCH RESURFACING TO MATCH EXISTING) '3' FURNISH AND INSTALL 8" PVC SOR 35 PIPE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER CITY l.:V STD-106-L (TRENCH RESURFACING TO MATCH EXISTING) 0 ® © (j) © FURNISH AND INSTALL 18" DIA CSP RISER AND 18"x18"x8" TEE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER CITY SID-106-L ANO PER DETAIL ON SHEET 3 CONSTRUCT 8" PCC PAD PER DETAIL ON SHEET 3 FURNISH AND INSTALL JCf MANHOLE FRAME AND COVER PER CITY STD-114-L INCLUDING NECESSARY RISER RINGS INSTAUL BAFFLE BOX PER DETAIL ON SHEET 3 AND MANUFACTURER'S RECOMMENDATION CONSTRUCT 38" DIA ACCESS VAULT INCLUDING MANHOLE FRAME AND COVER PER CITY STD-112-L AND PER OET AIL ON SHEET 3 ® REMOVE EXISTING SOD AS REQUIRED FOR NEW WORK AND PREPARE AREA FOR PLACEMENT OF SOD BY BCCC @) REMOVE AND REPLACE EXISTING IRRIGATION LINES AS REQUIRED FOR NEW WORK (MATCH EXISTING} @ SAWCUT, REMOVE AND REPLACE P.C.C. CART PATH (T=4" MIN OR MATCH EXISTING} @2 FURNISH AND INSTALL 8" SPEARS PVC BACK WATER VALVE INCLUDING FITTINGS FOR PVC SOR 35 PIPE (OR APPROVED EQUAL) '1J' CORE EXISTING SEWER MANHOLE AND INSTALL 8" PVC SOR 35 PIPE ANO REMODEL MANHOLE BASE PER CITY \:.:1/ STD-401-L @4 FURNISH AND INSTALL 6" PUSH ON {SLIP ON) GATE VALVE AND VALVE BOX COVER AND RISER PER CITY SID-511-L " > .. -(/J E 0 O> "' O> ..- .::::_ ..... z ®5 ABANOON EXISTING CATCH BASIN AND CONNECTION AND FIUL W/ PCC. SAWCUT AND REMOVE EXIST. 2" LIP AND 4" ~ FILLET IN FRONT OF 12" OPENING TO ALLOW WATER FLOW TO NEW BASIN o @6 FURNISH AND INSTALL 24" x 24" BOX WITH SOLID COVER BY BROOKS PRODUCTS (OR APPROVED EQUAL) WITH 'J' x 4" WEIR PER DETAIL ON SHEET 3 @ CLEAR AND CLEAN EXISTING ENERGY DISSIPATOR. ALL MATERIAL SHALL BE DISPOSED OF AT APPROPRIATE LANDFILLS @ FURNISH AND INSTALL 8" PVC SOR 35 CLEAN OUT WITH NECESSARY FITTINGS PER CITY STD-406-L @ REMOVE AND REPLACE EXISTING RIP RAP AS NECESSARY FOR NEW WORK '2o' JOIN 8" PVC SOR 35 PIPE TO EXISTING 8" PIPE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER , 'el CITY SID-106-L (TRENCH RESURFACING TO MATCH EXISTING} @ FURNISH AND INSTALL 8" TRU/MAG NEPTUNE FLOW METER INCLUDING NECESSARY FITTINGS C: 0 ., "' '22' REROUTE EXISTING 4" WATER LINE AS REQUIRED FOR NEW WORK INCLUDING NECESSARY FITTINGS (MATCH EXISTING ::::' It::/ MATERIAL) / '23' REROUTE EXISTING 8" RECLAIMED WATER LINE AS REQUIRED FOR NEW WORK INCLUDING NECESSARY FITTINGS ~ {MATCH EXISTING MATERIAL} ~ ., 3 ., (/J / fjf 1--------------------------------------~9- SHEET INDEX 1. TITLE SHEET 2. STORM DRAIN DIVERSION BIG CANYON COUNTRY CLUB 11TH FAIRWAY IMPROVEMENT PLAN 3. BIG CANYON COUNTRY CLUB 11TH FAIRWAY DETAILS ., C: .2 ., ~ ~ 0 3 0 G.: 3 0 __J ., :, 1----------------------,-----------------------------------...,..--------------------------...,..-==".":':"-==::-:::-::--:=.=~--r.-=~~=:::--::-==---r-:-=:=-::-:-:--==-::-:::-::::~-+---------r----------------------------; .'? APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: :::. C-55.56 BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED UPON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION G.P.S. NO. 6249 AND STATION G.P.S. 6269 BEING NORTH 43'56'33" WEST. PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. ALDEN& SSOCIATES ClVIL ENGINEERS LANO SURVEYORS PLANNERS ~ ~ _. ~ BIG CANYON COUNTRY CLUB ALONG FAIRWAY 11 ~= 11.Jl r O '"~..., / / STORM DRAIN DIVERSION ~ MIKE PISANI ROBERTS ¥, RCE 43003 ORGE MURDOCH / BENCHMARK: 3S-45-90 EL=249,400 NGVD 29 2552 WHITE ROAD, SUITE B, IRVINE. CA 92614 1-15 MUNICIPAL OP£RATION DEPARTMENT ASSISTANT CITY ENGINEER UTILITIES GENERAL MANAGER 2 DESCRIBED BY ocs 1999 -FOUND 3 3/4" ocs ALUMINUM BENCHMARK DISK STAMPED "3S-45-99" SET ON THE TOP -/4 (948)660-0110 . FAX:660-0418 \ IJ J "'DE=SIG:"NE'.'::D:-,--r:DR:-A':".'.WN~: ----t----C-ITY--O-F_N_E_.W_P_O_R_T_B_EA--C-H----,--S--5-2_5_9_·_·_S--I :g NORTH cORNER oF A 4.o FT. BY s.o n. cONCRETE cATCH BASIN. MONUMENT 1s LOCATED 1N THE EASTERLY PORTION OF / /4~e, //" //~ .,.,.,. \ , -I A ._ , /#-~ sK SK . e THE INTERSECTION OF MAC ARTHUR BOULEVARD AND SAN JOAQUIN HILLS ROAD, 70 FT. SOUTHEASTERLY OF THE "'' z.___:__ /.., -_! L.l, z:. DATE: DATE:_,__• __ ---'._T...._ __ DATE: r • 'L CHECKED: DATE: PUBLIC WORKS EP RTMENT 1 3 o. CENTERLINE OF MAC ARTHUR BOULEVARD AND 165 FT. NORTHEASTERLY OF THE CEN1ERLINE Of SAN JOAQUIN Hll.lS ROAD. DAVID L. BACOPE 40496 DATE DB 01 07 2014 • D A SHEET OF / L-------------------....l---------------------------------....1-...;;...;;..;;;..==_;,,.;..,;,;;.;.;;,:;_ ____ .;;;.;;.;;.. _________ _. ________ ....,1. ________ ....1 _________ .._ ____ _._ __ _.,_-'-' __ ..... ___________________ .._ _____ __,c:; ' CONSTRUCTION NOTES NO. DESCRIPTION CD PROTECT IN PLACE FURNISH AND INSTALL ff PVC SDR 35 PIPE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER CITY (D STD-106-L (TRENCH RESURFACING TO MATCH EXISTING) G) © ® ® 0 ® ® @) @ FURNISH AND INSTALL 6" PVC SDR 35 PIPE INCLUOING NECESSARY FITTINGS, BEDDING AND BACKFILL PER CITY STD-106-L FURNISH AND INSTALL 1 ff DIA CSP RISER AND 1 ff x 1 ff xB" TEE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER CITY STD-106-L AND PER DETAIL ON SHEET 3 CONSTRUCT 6" PCC PAD PER DETAIL ON SHEET 3 FURNISH AND INSTALL 3o" MANHOLE FRAME AND COVER PER CITY STD-114-L INCLUDING NECESSARY RISER RINGS FURNISH AND INSTALL BAFFLE BOX PER DETAIL ON SHEET 3 AND MANUFACTURER'S RECOMMENDATION CONSTRUCT 35• DIA ACCESS VAULT INCLUDING MANHOLE FRAME AND COVER PER CITY STD-112-L AND PER DETAIL ON SHEET 3 REMOVE EXISTING SOD AS REQUIRED FOR NEW WORK AND PREPARE AREA FOR PLACEMENT OF SOD BY BCCC REMOVE AND REPLACE EXISTING IRRIGATION LATERALS INCLUDING SPRINKLER HEADS, IRRIGATION BOX AND APPURTENANCES AS REQUIRED FOR NEW WORK (MATCH EXISTING) SAWCUT, REMOVE AND REPLACE P.C.C. CART PATH (T =4" MIN OR MATCH EXISTING) @2 FURNiSH AND INSTALL 6'' SPEARS PVC BACK WATER VALVE INCLUDING FITTINGS FOR PVC SDR 35 PIPE (OR APPROVED EQUAL) @) CORE EXISTING SEWER MANHOLE AND INSTALL 6" PVC SDR 35 PIPE AND REMODEL MANHOLE BASE PER CITY STD-401-L @4 FURNISH AND INSTALL 6" PUSH ON (SUP ON) GATE VALVE AND VALVE BOX COVER AND RISER PER CITY STD-511-L '15' ABANDON EXISTING CATCH BASIN AND CONNECTION AND FILL W/ PCC. SAWCUT ANO REMOVE EXIST. t' UP AND 4• \'.:V FILLET IN FRONT OF 12" OPENING TO ALLOW WATER FLOW TO NEW BASIN ti6' FURNISH AND INSTALL 24" x 24" BOX WITH SOLID COVER BY BROOKS PRODUCTS (OR APPROVED EQUAL) WITH 3" \c.'V x 4" WEIR PER DETAIL ON SHEET 3 @ CLEAR AND CLEAN EXISTING ENERGY DISSIPATOR. ALL MATERIAL SHALL BE DISPOSED OF AT APPROPRlATE LANDFILLS @ FURNISH AND INSTALL 6" PVC SDR 35 CLEAN OUT WITH NECESSARY FITTINGS PER CITY STD-406-L @ REMOVE AND REPLACE EXISTING RIP RAP AS NECESSARY FOR NEW WORK lzO' JOIN 8" PVC SDR 35 PIPE TO EXISTING ff PIPE INCLUDING NECESSARY FITTINGS, BEDDING AND BACKFILL PER CITY 1-t:::J STD-106-L (TRENCH RESURFACING TO MATCH EXISTING) @ FURNISH AND INSTALL 6'' TRU/MAG NEPTUNE FLOW METER INCLUDING NECESSARY FITTINGS @2 REROUTE EXISTING 4" WATER LINE AS REQUIRED FOR NEW WORK INCLUDING NECESSARY FITTINGS (MATCH EXISTING MATERIAL) '23' REROUTE EXISTING 6" RECLAIMED WATER LINE AS REQUIRED FOR NEW WORK INCLUDING NECESSARY FITTINGS '!::Y (MATCH EXISTING MATERIAL) NOTES: SEE SHEET 1 FOR GENERAL NOTES BIG CANYON DRIVE I I I I I I I I I J I I I APPROXIMATE LOCATION TO ENTER WORK AREA EXIST. R/W I l I I EXIST. BASIN ,n ,) .......... , ·, I :_.; / __ , -- / I I ,--~-::.-7,1 .. ,P'F'.,< . . I I BIG CANYON DRIVE LEGEND •• ·••.··· •• RW -RECLAIMED WATER MAIN PW -POTABLE WATER MAIN W -SPRINKLER LATERAL LINE C -COMMUNICATION CONDUIT! ·• E -ELECTRICAL CONDUIT • * -ASSUMED DEPTH, CONTRACTOR TO FIELD VERIFY --~----···-···· 13+00 _\ ·f ~-~ ..---=-7 . ' ----{8" S&)--"--- POTENTIAL _,,· ...... J:ClNT!jf.CT~-• Sil\61NG")IREA (30'x80') ' '-,,,.........__ ·--............ ~ ... CONDUIT -- 1 - - +-- --+ i ---+--- + EXIST. FINISHED SURFACE '. L -------- - ~ .. ,.... ..... . • ' I --f--' ' I 12+50 12+00 1 E ST. I!' SEWER •t'W U ~IC 11+50 11+00 EXISTING 11:'fH.FAIR\.!/AY -75 •· APPROXIMATE LOCA ilON OF RELOCATED ---~-~- ... .jj_TH TEES BY BCCC DURtNG WORK EXIST. 10' EASEMENT SEWER EXIST. IRR. LATERAL (TYP) \ EXI . 4" IRR. MAIN UNE ------· ---------- 10+50 G) EXIST. fi' PIPE(S) (TYP) \ I I ' ,EXiST. PCC CART PATH (TYP) r +t 0 0 ·ci 0 6 \ +I II ~ I , ' . _,. / ~ ------,-~ I I 10+00 I /i • It i I i ;---...._EXISTING P/L \ ' ,,-, ! -... -... . " ... !. SCALE: NOTES: 11101 HORIZ: 1"=20' VERT: 1"=4' ± 53.8 GPM OR 0.12 CFS • ' -... ~ EXISTING DRAINAGE '< EASEMENT -... -... ' 20 10 0 20 ' I 1-------ll SCALE IN FEET 1 inch = 20 ft. E " 0 ..., o> ,. 'O <.i u u CD I " ::, o> E C " ., .., N r-- / L " ,. " :;]- ~ 0 / ., C 0 ., L ~ 0 ~ r;:: ,. 0 .J BENCHMARK: SEE SHEET NO. 1 C-5556 " r----------------'-------------r---,------r--------------------r-----.----------,-------------------------=---=--:...::.-=--11.§> ALDEN& SSOCIATES CNIL ENGINEERS STORM DRAIN DIVERSION ~ lAND SURVEYORS § FUNNERS BIG CANYON COUNTRY CLUB 11TH FAIRWAY ~ N r--2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 FROM STA. 10+00.00 TO STA. 13+00.00 •• ~ ,4(949)660-0110 FAX:660-0418 l---l------il------------------l----.t-:-:DE:--:-Sl:--:-GNE=D:-~DR~AWN~:---1r--------------------,.--------<lo ~d:496 -".(;;u-1 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: SK DATE: SK c~~L~:w~~';;':~:IR~!~~H t-SH-!-~ 5-2-2-5-;--8-3--,IJ ,._ _______________________________________________________ __., __ .,;.;;...;;..;;.;;;..,;.;;._;.;;..;.;;..;.;.. ____ ....;;;.;;.;;._ _________ ....1, __ i.... ___ ..i... __________________ J... __ ..1. ___ ~DB~_,::.0l~0:.1,7~2.::,01:;:4;i,_ ____________________ J... __ .:.._.....::::_..fo STEEL PLATE DIA 3/8" TO CSP MATCH OD OF 18" . WELD TO TOP 17?.8 ,, ' SITE SPECIFIC DATA* Pf/OECTN4M£ !WI IIIGIJEl. DIIM PRa/ECTLOCA110N NEWPVRT 8£ACH, OI S1l1IJCTIJRf ID SHm' 7 11'1/Di' QIJIUfY Fl.OW Rlllf (CFS) a,2 /£AK R.OW RAT£ (CfS) /£AK sroRM WRAllON ('/'£MS) PIPE IWi4 L£ lMIHlMl DIME1fR INID PIPE I 171.29 PfC 6" 0/ITW PIPE I 171.28 PfC 6" RIii llIVATION 176.1)() SURFACE lONJINC Rf7JIJIRE1EIIT IWMMY FNIJIEAND CO'IER JI}" CDllflOSM D CONIJfflONS KNOWN CROIINOWAl'fR EJ.£W.1/0N NUTES: 'ffll ENGINffR OF fR'ORI} GENERAL NOTES 1. BIO Cl.£AN m PRfMOE N.1 IIATFRW.S l1ME5S UfflERII/SE NOTfD. 2. All. 0/IENSKJNS, EJ.£W.TTONS, SPfCIRCATIONS, ANO CM\Gh.3 ARf SIJ8JECr m CHNIGE. FOR PROJECT SPECIFIC D'M~ DETAIi.iNG EXACT Olll£NSIONS, WE1GHTs. AND ACCCSSORIES Pl£ASC C<JNTICT BIO CLEAN. J. S/JDINC LIDS FOR 11:1£ SCf/ED/ S'tS1FII ARE AIMo4BtE IJPON /1£0/JEST. 4. flJU Cl,P11111£ SCRfEN I/VlllNJl£ I/PON /1CQIJES1. INSTALLATION NOTES I. CONTRICTOR m PROI/IDE AU INJtJR, EJJtJIPftlO(f. lMIElil4U; AND INCIOENrMS REQIJIIIE1} m OfFL(W) ANIJ INSrAU. rH£ NS1/II I.NT AND N'P1JHTENANClS IN ACICOIID¥/CE WITH THIS llli4IIIVG AND THE MMIIJFACTIJRERS SPCC/FlCATlONS, UNl1SS UTH£R'IIISE STATED IN WMJFICTUREIIS CONTRACT. 2, WIIIIFArnJRER 1/EWMMENDS A IIINIM/J/II 6" -12" l.£1fl. ROCK l!AS£ UNI.ESS Sl'CCf/@ 8'f 111£ PRrlE1:r E/IIClll£Eff. COllllW:TrJR IS RESPONS/61.£ ID YERIF'/ PRtJJ£J:1" EIONiERS ~ !MSC Sl'fCl'ICATlONS, J. All. PIPES /,///ST 8£ R.IISH WITH INSIDE Sllf1rACC OF CON<1IE1E. {PIPEs CAIINUT INTI/WE BfYrNJ FLUSH). 4. M'f/1T OF 0/JTR.OW PIPf /JIJST 8£ J' A/KM" 1JfJmN OF SKtMIEFI IIV.L 5. ALL G4PS AROI/NO PIPES SHALL Bf ScAl.£D 11111ER 'TIGHT WITH A NON-SH/IINK CIIDVf PER IIANIJFACTIJREI/S SWDRJ) CONNEC1ION Dt:1M. AND SIW.l. JE£r OR EXCfEJJ R5ll1N4l. PIPE CONNEC1ION STANlWIDS. 6. CONTRICTOR RfSPOHSIBl.f R1R l#STIIUA1ION OF N.1 RISERS, WIIHOtES, NtD H4rol/£S. All cot£ll'S SHAtL BE SINFfED lOOSt:. C0tmW:roR ro GROUT ALL IWIHCl.fS ANO 11!.Tr:H(S ro wrrcH FINISHED SI/Rf'ACE UNtESS SPfCJl7B) UTHERWISC. 6' 3' 8" I / 5" LIMIT OF HOLES V SEE NOTE 3 17?8 ~ / ,, ~ () 172.2 , \.... 6'x6'x6" PCC SLAB FS r f5' PVC OS 0.003 16 GAGE 18" CSP • FLOW 171.5 INV MR7 0 88 TRANSITION COUPLING BY MISSION OR APPROVED EQUAL STD. 16 GAGE 18"x18''x8" CSP TEE . 4" PCC SLAB SLOPE TO . . . . DRAIN NSBB PERFORMANCE DA TA TR£A'fll/£JIT flOW M1f (CFS) - SEJTlM M£A (SF) - LONJ/NfJ RATE ~ - SCIIEBI !hSft:11 ~ G .. ltlfY (a:) 2.05 SI/J/IIEliT STDflAC£ OIAfCtTY (a:) 22.86 a ms ID!l',IV. • -11/CRfJNS NSBB STORAGE CAPAOTIES FIL TRA TfON SCREEN CAPACITY " (n. WIDTH (F7') 1/fJCHT (F7') 1DTM. (a:) t.15 1.00 1.17 2.05 SEDIMENT CHAMBER CAPAOTY ·CliU 'R 1 t.BJ 2.!l(J O'MI "1 t.8.J 2.!IO TIE/II NIU GROUTPIPCPER INSIIU,fl10N NOTE 5 2.JiO 11.<H 2.50 11..U J'-6" ffl!W 6" --2·-,·---l 6" I-- I I I I I I I --1 I I I I I I I • . ? .., . J INR.OW PIPE nJRlllJIDC£ DEFl£CRJf1S r,p IWFIEMJ. &s«b ~ tm. lJOOII QI Sllilla DIRR.OW PIP( PlANVIEW I I n ~ , NTS V' MX£SS HA1Cl£S ctJtflRIICJM m 6IIDIIT m IIIIS&.--l'fR lt$flUA1ION .llf1Tt 6 !I n !II • ~ I I •---____ ,_ ........ :~-&9.1' 0.!_U_ ,! .!!I 171.5 END VIEW NTS B't------4'--(J"·---B' i-----5•..q• ..... ELEVATION VIEW NTS NSBB-2.5-4-60 gJAff' DUAL STAGE H'IDRDDYNAMIC SEPARATOR STANDARD DETAIL (J) BAFFLE BOX DETAIL 7 NOT TO SCALE NOTES: 1. RISERS, MANHOLES, FRAME AND COVERS TO BE PER CflY OF NEWPORT BEACH STANDARDS 2. F1LTRATION SCREEN SHALL BE STAINLESS STEEL EXIST. PCC ENERGY DISSIPATOR REMOVE GRATE AND ABANDON W/ PCC SAWCUT AND REMOVE FILLET AND LIP IN FRONT OF OPENING TO ALLOW WATER TO FREE FLOW TO NEW BASIN (0 1 . I 3' 6' r-7 I I : L _________________ _ I r-~-----------------I I!_"'\:: ____________ _ I I EKIST. FILLET EXIST. PCC ENERGY DISSIPATOR ix, A 171.34 !NV 6" PVC SOR 35 PIPE PER Pl.AN 171,35 !NV 6" PVC SDR 35 PIPE PER PLAN A MANHOLE FRAME AND COVER PER CITY STD. PLAN STD-112-L l"'-'"1----"'-"------ir--'"1--36" DIA MANHOLE AND <I 2-1 /2", S' AND 'if GRADE RINGS AS NEEDED TO ADJUST TO GRADE PER CllY STD. PLAN-309-L ff' THICK 3/4" CRUSHED ROCK BASE #4 @ 12" o.c. BOTH WAYS ® VALVE VAULT DETAIL NO SCALE 'I!' PVC SDR 35 PIPE PER Pl.AN 171,36 !NV ' "' I • "' • .... N NOTES: 1 . DRILL AND BOND /14 SMOOTH BARS IN 2-1 /2" LONG x 7 /f!' , HOLE PLAN VIEW 2. EPOXY SHALL CONFORM TO CALTRANS . STANDARD SPECIF1CATION SECTION 95-2.03 AND USED IN STRICT ACCORD WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS 171.34 INV SEE DETAIL "A" SECTION A-A 171.36 INV ~-4" LONG #4 SMOOTH BARS O 5"0.C. ALL BARS TO BE EPOXIED INTO PLACE 1-1 /2" MIN COVER DETAIL "A" @) DIVERSION STRUCTURE DETAIL NOT TO SCALE E 0 (0 0 C 0 ., "' N " / L ., 3' ., ~ ~ 5'-"' C 0 ·;;; L ~ 0 3' 0 u.. 3' NOTES: f40_DRAI __ N_Pf_PE_&_R_ISE_R _DET_AI_L _ ~ NOT TO SCALE 0 -' C-5556 ., r---------------------------..... -.,.-----r-------------------,-----,,---------,------------------------------45' 1. STEEL PLATE SHALL BE FABRICATED TO FIT TIGHTLY OVER 18" CSP 2. STEEL PLATE SHALL BE GALVANIZED AFTER FABRICATION 3. HOLES CAN BE 1" WIDE SLOTS OR 1"¢ TO 7'¢ HOLES ALDEN& SSOCIATES CIVIL ENGINEERS LANO SURVEYORS PlANNERS :::; STORM DRAIN DIVERS10N c ,)l BIG CANYON COUNTRY CLUB 11TH FAIRWAY "' N " 2552 WHITE ROAD, SUITE B, IRV1NE, CA 92614 DETAILS ~ A??_:; FAX: ~1~ l---+-----1---------------+----t-::D=Esi:-::GN-::::ED=-, -SK-.-::-DR::-:-A=-WN:-, -s-tK ---c-,r-v_o_F_N_E_w_P_o_R_T_B_EA_c_H--:-=_s~-=_-s_2-:_s-=_9~-=_s-=_~} _______________________________________________________ .___DA_v_,o_L_e-_BA_c_~_·_~ -" __ 40_~_9_s ____ ,,_~_(_/_<f-_________ ,._N_o_ . ..__o_AlE _ __,_D_ESCR_1_PTI_ON_OF_R_E_VI_Sl_ON_s __________ .._AP_PR_o_VE_D._c_H_ECK_ED_, __ D_B._0_A_1J_.1'_0_.1_2_01_4.__ ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_TM_E_N_T ___ ..... .._stt_E_ET_3 __ o_F_3 _ _.;