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HomeMy WebLinkAboutDWG 462-7A; PUD 09-02; LIFE TECHNOLOGIES; 01-15I I . GRADING NOTIS (IN ADDITION TO JH£ R£QUIR£/rl£NTS OF CHAPTER 15.16 OF 1HE CARLSBAD MUNICIPAL CODE.) 1. 1HIS PU,N SUPfRSEDES ALL O'/l-£R PLAHS PR£\fOUSLY APPRO\lfD BY 1H£ CITY OF CARl.!il!MD REGARDING GRADING SHOIIN ON JH/S SE.T Of' Pt.ANS. 2. APPROVAL Of MS PUN DOCS NOT LESSEN OR WAIi£ NIY PORJION OF 1HE CARLSBAD ltlUHICIPAL 00'.)f', R£SOI.UTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OMR ADDl710NAL DOCUMENTS US1ED HERE'ON AS ll-£Y MAY PERTAIN TO 7H/S PRO.ECT »£ ENGINEER IN RESPONSIBLE CHARCE SHALL REVISE 1HESE. Pt.ANS WHEN NON-COHFORMMCE IS DISCO\IERED. J. CITY APPROVAL Of PUNS 00£5 HOT R£UEI£ ff DE'IEI..OPER OR £11GIH£ER-OF- lll?RK FROM RfSPOH5'8UTY FOR 1HE CORR£C710N Of' ERRORS MJ CMSSIONS DISC01£R£D DURING CONS1RUCTION. ALL PU,N REWSIONS SHALL BC PROMP1L Y SUEltll T1ED 10 1HE Cl TY ENGINEER FOR APPROVAL. 4. A RJCHT-Of'-W/1 Y PERMIT FROIII 1Hf CITY EJIGIHffR IIILL 8£ REQUIRED l"OR ANY lll?RK IN 1HE PUBLIC RIGHT OF WAY. PRIOR TO PERli/lT ISSUANCE, A CERTll'ICA 1E" OF IHSURNICE: AS 11£LL AS AOOl710NAL INSIJl£D ENDORSEIENT MUST Bf F11£D NAIIIING TH£ ClTY Of' CMI..S8AD AS AH AOOITIONAL INSURED ON 1H£ PERlillmE'S POUCY IN THE: M/HIMUM AMOUNT OF 11,000,000.00 FDR EACH OCCURRANCE: OF LllaUTY. ffi\11BC£ ccr;::ir lliln &:!=PQ'..JMi-W lj,0£ A RA71NG OF "A-" OR __ A SL CA'JE~_ -~ V _ /!f___B AS E$!d/11 1ffD BY )E"srs• KEY BATlf/G GUIQ£ 5. UNL£SS EXEMP1ED BY SECTION 301. (b)5 OF 1H£ UHIFOR'11 BUii.DiNG COOf, RETAJMHG WALLS OUTSIDE OF PUBUC RIGHT OF WAY REQI.JIRf SE.PARATE: PERMITS FROlrl 1H£ BUIWIHG DEPARJMEHT. 6. ND IIORI( SHALL ££ COIMENCED UNTIL ALL PfRMTS HAI£ 8ffN OBTAINED FROM 1HE: CITY AND OTHER APPROPRIA 7E: ,I.G£NCIES. 7. APPROVAL OF Tl-ESE. Pl.ANS BY TH£ CITY ENGINEER DOCS NOT AUTHORIZ£ ANY IK1'il< OR GR,I.DING TO BE Pffi/CORtED UNTIL TliE PROKRTY OIINER'S PERlrllSS/ON H,1.S BEEN OBTA/NfD AND ,I. VAUD GRADING PERlrflT HAS 8£EH ISSUED. a. NO REWSIONS IIILL BC MADE TD 1HESE PLANS 1111HOUT 1H£ IIRlm:N APPROVAL OF 7HE: CITY £1/GINE:E'R, NOTED 1111HH 1H£ REVIS/OH BLOCK, OH THE APPROPRlA 1E SHEET Of' THE Pl.ANS AHO 11£ Tl1LE fffT. 9. ORIGNAL DRAIIINGS SHALL BECOIE 1Hf PROPERTY OF 1H£ CITY UPOH BEING SIGNE'D BY 7HE: CITY ENGINEER. 10. 1Hf ORIGINAL DR.A IIING SH,I.LL 8£ REVISE:D TD REFUCT AS-BUILT COHDl710NS BY TH£ ENGIHE'fR-OF-WORK PRIOR TO F1NAL ACCEPTANCE OF THE MlRII' BY THE arr. 11. ,1.CCESS f'OR FIRE ,I.ND OTHE:R EJERGENCY \IEHICLE'S 91,1.LL 8£ IIAAJNTAINED TO THE ~o.ECT SIJE" AT ALL TIMES DURING CONSTRUCTIOH. 12. IIHERE TRENCHES AR£ l'll'THN CITY EASCMEHTS, ,I. SOILS REPORT C<JMPRtSE.D OF: (,i.) Slll,l,IARY SHEET, (BJ ~TORY MlRI\' stEE:TS AHD (C) COMPACTION CURI£$, SHALL 8£ SUEltllm:D BY A PROf'£SSIONAL ENGINEER </: TH£ STA 1E OF CAUf'ORH/1,, PRIHQP,1./..L Y DOING BUSIHfSS IN THE FIELD OF APPUED SOILS . tECHANICS. 1HE SOILS REPORT IIILL 8£ SUBl,I/TTro TO TH£ arr ENGIHffRIHG INSPfCTOR 1111HIN TIit> IIORl<ING 1M rs OF 71£ COMPt£TION OF FIELD 7E:STS. IJ. ,I. SOILS COIIIPAC710N REPORT NID CE.rz:nPiCl',"f'oo,J REGARDING ADHfRENCE' 10 RECCJllll,l£NDA TIONS OUTLIHE'D IN THE SOILS REPORT IS REQUIRED PRIOR TO 71£ ISSUANCE OF A BULaHG PERMIT. ALL CONJROU..ED GRADING SH,l.il 8£ DOH£ UNDE:R 1HE0ME.«.vtrroet.:OF A PROFESSIONAL ENGINEER OF THE STA 7E: Of' CALJFORHIA l'RU'ICIPALL Y DOING BUSINE'SS IN TH£ Flft.D OF APPUED SOILS IECHANICS. ALL FILL OR FUTURE' F1LL AREAS SHALL EE CONS1RUCTED 1H ACCORDANCE: 111111 THE CITY OF CARI.SB.AD STANDARD SPEaFICA TIOHS MD THE • EAR1HJIIORK SP£CIFICA 710NS • A TTACHE:D TO TH£ PREUIIINNIY SOILS IN1£STl~TION. DAILY FIEW COIIIIP,1.CTION REPORTS IIILL EE SVBMITTED TD TH£ PRO,£CT INSPECTOR. 1.f. A fflECCWSJRIJCD IEEIWG 9:'1:t f El: HfJ Q A.I ff gl[ PflOR ID Il:£ RfGl,fMG lE MlRk MK> 9:tN I EE ADFNOCP BY 41J Rf 5fNI-4711f:5 ~F<frewk1RU~ON•m· ~.,.~llt~Ew l,lffTING BY CALLJNG THE IHSP£CTION UHE AT (760] 4JB-J891 ,I. T LE'AST Fl1£(5] M'.JRl(ING DA rs PRIOR TO STAR71NG CONSTRUCTION. M COHJRACTOR IIILL TIEN lit CONTACTED BY 1HE PRO.ECT INSPECTOR TO COORDINATE A DATE: AHD TlilE FOR THE PRECONSTRIJCTION IEETING. APPROVE'D DRA'lflNGS IIUST' B£ ,1.VA/LABLf PRIOR TO SCHEDULJNG. 7H£ ~ PfRMT IIILL ££ PRO°"DED BY TH£ PRO.ECT INSPECTOR AT TH£ lrlffTING. 15. All WSP(CUCli BfQf /fSTS Q»ER 1HNt Et:B PBfClWSJRUCilDN lff!WQ WI! BE H40f RY CN f WG THf fNGfNffRIIG 2+:HAIJR INSPECTION @fQ(ffST J INF AT ('7§l)) +¥-Vii! WSPECP ROlffSI MYST II: REJ.fJ\G2 P8IQR TQ 2·00 PM ON ~~ ll (HffCI[ON IS NfWP IHSP£CTIONS IIILL 8£ MNJE: TH£ E:SS YOU REQUE'ST 0'71DIIISE. REQUE:STS l,f,I.D£ AF7£R 2: 00 P.M. IIILL BE SCHEDULED FOR 71'1'.1 FULL lltlRK DAYS' LA TE:R. 16. THE: OIINER ,I.ND/OR APPLICANT THROUGH TH£ DE:~LC.ffR NID/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ,I.ND MAINTAIN ALL SAFETY l)fVICfS, INCWD/NG Sl-iORING, ANO SHALL BE: SOL£L Y R£SPOHSIBLE: l"OR CONFORMING TO ALL LOCAL, ST,1.1£ AND F£D£RAL SAFETY AND HCALTli STANDNIDS, LAWS AND REGULA710NS. 17. THE: CON'TR,1.CTOR SHALL COHFCJRIII 10 u.BOR COD£ SECTION 670!5 BY S/J8MmNG ,I. DE:TNL Pl.AN TO 71£ arr ENGINEER AND/OR CONCERNED AGENCY SHOii/iNG THE' DESIGN OF SHORING, BRACING SI.OPING OR OTHER PRO\fSIOHS TO BE MAD£ OF WORKER PROJE"CTION FROlrt THE: H,1.ZARD OF C,1. lfNG GROUND DURING THE' EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIPE' INSTALL.A TION THEREIN. 1HS PLAN MUST BE PREPARED FDR ALL 7RE:NCHES FIi/£ FffT (5') OR MORE: IN DEPTH MJ N'f'RO'iED BY ff arr £1/G/NEER NKJ/OR CONCERNED AGENCY PRIOR TO f'XC,1. V,i. 710N. /f ff pi.AN YNlfS fflQII ff SUQliWG s:xzro, filfflI Gfflit11r# nf's~5:'::i ;fi-n W i RfGISzrBED fNGMFR AT ff ClWJR6CTM,S E/IPDtSf A CCPY OF '/HE 091.A E'XCA VA TION PERNT JrftJST 8£ SIJBNIT1ED TO THE INSP£CTOR PRIOR TD EXCA V,1. TION. 713. NO BL.,1.STING SHALL 8£ PE:RFORIED UNTIL ,I. VALID BL,I.STING P£RIIMT HAS BEE'N OBTAINE:D FROM TH£ CITY OF CARLSBAD. SUBllflT ,1.PPLJCA 1ION f'OR BLAS71NG PE/MT IIELL IN ,1.DVANCE' OF ff SctEDULING OF BLASTING 0P£RA TIONS. 19. IF Al;Y ARCHAE(lQGICAL RCSQURC£S Nl£ OOCQQED Nl1HIN Al;Y Mllfl\' AR£A DURING CONS7RUCTION, QPERATl(,WS Ml 1 (USf 7/f,w::~'G AND THE P£RMITTE:E l'IILL ND71f'Y THE CITY fNQNEER. OPERA news MU NOT RESTART UN71L TH£ P£Rli/lT1Ef H,1.S RECE1\1£D IIRITTE:N AUTI-IORITY FROM THE arr ENGINEER TO 00 SO. 20. ALL (lf'£1U 110NS COHDIJCJE"D ON 1HE SITE: OR l,l)J,I.C£NT THERETO, /IICLUDING WARW/G UP, REPAIR, ARRI VAL. DEPAR1URE: OR OPERATION Of' TRUa<S, E:ARTI-M0'¥1NG EQUIPIENT, COHS11WCTIOH EQUIPIENT AND ANY 01HER ,I.SSQC/,1. TE:D GRADING FQIJIPME:HT SHALL B£ LIMITED TO TH£ PERIOD BETJIEEN 7: 00 A.M. AM:> SUHSE:T EACH DAY. .wo,,\?AY Tl-f?U FRIDAY AND NO EARTH,IO\fNG OR GR.AaNG OPERATIONS SHALL BE CONDUCTE:D ON llfiKENDS OR HOUDA Y5. (A UST OF Cl7Y HOUDA YS' IS AVAILABI.£ ,I. T THE E:huH.LRIHG DEPARllrlENT COUH7E:R.) 21. ALL CH S/If H:'W RQU]ES :i:W-L I£ ::zr::m 8Y ff ClWJR6CTq? TO 1HE CfIT ENGIH£ER FOR IJ'ffiOYAL DI/ BY I IIQjl(lyG QJ,ys ffllOB TQ BEGINN/HG Of ~ 22. IMPORT MA TE:RIAL SHALL BC OBTAINED FROM, AND WA~ MA 1tRIAL SHALL 8£ DE:POSITE:D AT, A Sl'lf N'f'RDVE'D BY THE: CITY ENGINE:ER. R£ COHUUCTQR ra'tbAf"i:wRfMJ!,J}=Jlf'lJTJJaT:§ ~·4~ HAW 2J. BRUSH SHALL 8£ REMOl£D OHL Y !IHHIN 11-/f AR£,!. TO BE GRADED. NO 'TRffS ARE TO BC REM0\1£D UHI..ESS SPECIFIC.ALLY NOTED OH 1HE Pt.AN. 24. ALL ,1.RE,1.S SH,1.LL 8£ GRNJE1) TO DRAIN. GRADING Rf'SUL TING IN THE POHDING Of' WA7ER IS NOT F£RIIIIT1ED. ALL E'AR1HEH SWALES AND DITCHES SHltLL HA\.£ A Wl/lr/Ulol ONE P£RCE'Jff SI.OPE. 25. THE:SE: PLANS ARE: SUB.ECT TO A SIGNCD AND APPROloEV SET OF EROSION CONTROi. PlANS. FROS/OH COH7ROI. SHAI..L BE AS SHOIIN N4D ,1.S APPRO'IED BY THE: arr ENGIH£ER OR AS DIRECTE:D BY ff PRO.ECT INSPECTOR. 26. ALL SLOP£S SliALL BE Jlil'I El TO A FINISH GRADE TO PRC/CJUC£ A UH/FORM SURFACE AND CROSS SECTION. Tl£ SITE SHALL 8£ L£FT IN ,I. NEAT AND OROCRL Y CONDITION. ALL STONES, ROOTS OR OTHER /J£BRIS SHALL BE RDIOVE'D AND DISPOSED OF AT ,I. SllE APPROloEV OF BY ff CITY f:NGtHEER. 27. ,I.LL SI.OPES SHALL BE IRRIGATED, STABILJZE'D, PUNTED NID/OR H'l'DROSE:EDED IIIITHIH TE:N (10) !MYS OF THE 711K ffN EMiJ::J SI.CH: IS BROUGHT TO GRADE AS SHOMfl ON 11-£ APPR011£D GRADING Pl.ANS. 28. LANDSCAPING SHALL Bf' ACCCJIIIPLJSH£D OH Ail SI.OPES AND PADS AS RE:QUIRE:D BY 1HE arr OF CARLSBAD LANDSCAPE: MJ..NU,I.L, 1HE: LANDSCAPING PLAHS FOR 7HIS PRO.ECT, DRAIIIHG NO. 482-71.. AND/OR ,1.S DIRECTED BY 1HE arr ENGIHffR OR PL.ANH/HG DIRECTOR. l l I , f . t\ ! ~ K. j-..!,"' !". 5620 fllWtS ROAD SAN DIEGO, CA 92110 619.291.0707 (FAX)619.291.4165 J-15767 rick, "f ineerln p-~om n Id • Sw. ••• .w, • ~ -TWCIOn R, \ 15ttr, 1!118l.P~d\l"H.I.SE:.C\115,76T .p,p)1. d9"l \, ... ,, _r-, t,1 ,.11 I <:kStO"ld<TC:t\a..itl •Y-20(16\•or-kspgoe' pro J ects,corpS+.:!s.2005.'S[I\ tp I <;>t\-Co,-pStds.200'LSO. ""n 1(•-JU.-ZJ0":1 111JS 29. THE OIINCR/APPLICANT SHALL INSURE THAT ,I.LL CONTRACTORS SHML COORDINA1E TH£ lltlRK Of' THE:SE: GRADING Pl.ANS l'IITH TH.AT SHDIIN ON BOTH 1HE LANDSCAPE: AND IRRIGA 110N PLANS AND 1HE llilPROVE:JEH T PL.ANS AS REQIJJRE:D l"OR THIS i QI\" IN ACCORDANCE 1111H Tl-IE LANDSCAPE MNIUAL TllolE REQUIREIKNTS. JO. STORltl DRAIN PIP£ SHALL BE RE/Hf'ORCED CONCRtTE: PIPE 1'111H A WNIMUM D-LIMD OF 1,.350. FDR PRIVA1E STORM DRAIN PIPES, UP TO 60" HDPE:, M,I.Y 8£, UTIUZ£D PROVIDED DEPTH IS LE'SS THAN 15 FITT AND B,I.Cl<FILLE'D 1'111H CLASS I OR II IIIATE:RIM IN ACCORDANCE l'IITH ASJII D2J21. J7. IIHERE AN EXISTING PIP£ LIii£ IS TO 8£ MMNDOHED ,I.S A RESULT OF THE: GIWJIHG OPERATION, IT SHALL 8£ REMO\lfD IIITHIH TWE:N7Y FffT Of' BUILDING OR S1RE[T ARE:,i.S AND REPLACED 1111H PROPE:RI. Y COIIIPACTED SOILS. IN OTHER · AREAS 71£ PIPE: IIILL BC PlUGGED 111TH CONCRETE: OR REMO\£D AS APPROl£D BY THE' ClTY ENGINEER. J2. THE CONTRACTOR SHALL \o£Rlf'Y THE LOC,1.11CJN OF ML EXISTING f'AaLJTIES ( .A801£ GROUND AND UNDER GROUND J 1111HIH THE PRO.ECT SITE SUfflCIE:H1L Y N£AD OF GRADllt/G TO ffJMT Tl£ Rf',fSION OF THE GR,I.D/NG PLAHS IF IT IS 1FOUHD 7HA1 1HE: ACJl/AL LOCATIONS AR£ IN CONFLJCT 11111H Tl-If PROPOSED lltYi'k'.. JJ. 1HE: CONTRACTOR SHALL N071FY .AffE:CJE"D UTIUTY COMPANIE:S (SU: BELOW) AT L£AST 2 FUU. WORKING DA rs PRIOR TO STARTING GR,I.D/NG NE:AA THEIR f' AQUTIE'S AND SH,I.LL COORD/NA TE THE' WORK 1111H A COMP.ANY REPRt:SEN TA 111£. Ul'aRGROUND SERWCE ALE:RT SDG&E PACIFIC 8£LL 71IE WARNER CABLE COX COIIIMUHICA TIONS < CITY OF CARI.SB~'/RffTS ,t STORlrl DRAIN) 'CITY OF CAAL SE.IIER, WA 7fR ,t RECLA/lrlf'D WA 1ER) 'SAN DIE:GUITO WA DISTRICT 'I.EUCADM W,1.SJEWA 1ER DISTRICT t ..,,ALLFaros WA TE:R DISTRICT 'OU't£HHAIN WATE:R DISTRICT "BUE:H,i. SAN/TA 710N DISTRICT •AS APPROPRIA Tr J4. PE:RlrlH COlrlPI.IANCE REQUIRE:lrlDHS: I800;2-41JJ aoo 6D-7J4J aoo 2-012J (760 ,fJ8-77,f 1 (760 -9809 760 ,fJ,f-2980 760 4J8-2722 760 6JJ-2650 760 753-0155 760 744-0460 760 75J-6"66 760 726-1J40 A. FOR CQNJRQ((fQ ~ -THE: APPLJC,1.NT HJRE:S A CIWL ENGINEER, SOILS ENGINEER, AND OR GE:OI.OGIST 10 GIi/£ 1ECHNICAL AD\.1CE, 08SERI£ AND -rE"o>,-. THE ~ IN PROORfSS {15.16.120 A.a/ CARI.SB,I.D MUNICIPAL COD£. B. PB/QR TO fJN.1,1 AfPRQW. 0C A G&'CN'tG ffBJIT -7Hf FDLLOIIING REPORTS MUST BE SUBMITTE:D TO 11£ CITY FHGINEE:R ¥lA THE: PRo.ECT INSP£CTDR {1!5. 16.120 A.10J C,I.RLSB,I.D IMJNlaP,I.L CDDE:: (1) FlNAL REPORT BY SUPE:R°"SING GR,I.D/NG fNGINEER ST,1. TING ALL GR,I.DING IS COMl'L£1[. ALL E:RDSIOH C0/1/'TRO/.., SLOPE' PLANTING AND IRRIGATION AR£ IHSTALLE'D IN CONf'ORMANCE MITH CITY CODE: ,I.ND Tl-IE ,I.PPROl£D Pl.ANS ( OBTAIN SAAIPLE OF COMPLIANCE LE:TTE:R fflOfll arr ENGINE:E'RING DfPARTJrlE:HT). (2) ,I.S-BUIL T GRADING Pl.AN. (J) REPORT FRO,., THE: SOILS ENGINEER, l'lilCH IHCLUDE:S R£COMN£NDED SOIL BEARING CAPACITIE:S, ,I. STA 1DffN T AS TO 11£ E:XPANS/1£ QUALITY Of' 1Hf SOIL, AND SU,.,,ARIES Of' FIELD AND LABOR.A TORY TE:STS. 1H£ REPORT SHALL ALSO INCLUDE: ,I. STATEILHT BY THE: SOILS ENGINEER THAT TH£ GRADING W,1.S DONE IN ACCORDANCE 1111H THE: REQUIREIENTS AND RECOliltlENDA TIONS OU TlJNE'D IN THE PRf'LJMINARY SOILS REPORT AND NI Y SUPPmEJI TS THERETO. (,f) REPORT 11111-1 AS-BUILT GE:OI.DGIC Pl.AN, IF REQUIRED BY THE Ctn'. J5. UNLE'SS ,I. GRADING PERMIT f'OR THIS PRo..ECT IS ISSUE:D 1111HIN ONE: (1] YEAR AFTE:R THE: CITY ENGINEER'S ,1.PPROVAL, 71-/ESE PLAHS MAY Bf R£QUll'(E() TO BE RE:SUBlrlTTro FOR PI.ANCHECK. PI.ANCHCCK FITS II/ILL BE REQUIRED FDR ANY SUCH RECHECK. J6. 1HE SOILS REPORT TITL£0 ~~GA~C£ CEN7'R. C~ ST(g t Fl'IH{SS CDiIDIC~~YGE:D'ft:CHNICS INC 1m, -~ A SHALL BC CONSIDE:RED AS It PART OF THIS GRADING Pl.AH. ALL G -llb,i: IN ACCORDANCE 111TH THE RECCMIEHDA 710NS ,I.ND SPFCIFICA TIONS CONTAINED IN SAID SOILS REPORT. J7. IN ,1.CCORDANCE' 1111TH 1H£ CITY SUSMP, ALL STORM DR,I.IN INLE'TS CONSTIWCTED BY 1H£ PU,N SHALL IHCLIJOE "STENCILS" 8£ ADDED 10 PROHIBIT WAST DISCHARGES 'DOMflS7R£.W. STE:HCJLS SH,1.LL Bf ADDED TO 1HE SA. 7151' ,1.C710N OF 1Hf CITY ENGINEER •DECLARATION OF RESPONSIBLE CHARGE" I HERE:BY DECLARE: THAT I .W THE £1/GINE:E'R OF 111'.JRl( FOR THIS PRD.ECT, THAT I HAI£ EXE'RCISED RESPONSIBLE' CHARGE: O~R THE: DESIGN OF THE: PRo.£CT ,I.S DEFINED IH SECTION 670J OF THE BUSINESS ,I.ND PROFfSSIONS CODE, AND THAT THE DE:SIGN IS CONSISTE:NT 1111H CURRENT STMJARDS. I UHDE:RSTAND 1HAT THE: Cl£CK OF PRO.ECT DRAIIINGS AND SP£CIF/CA 110/o/S BY 1H£ arr OF CARl.58/tD DOfS NOT RWEI£ AE. ,1.S ENGINEER Of' ~-OF MY RESPC»IS/BIU71£S FOR PRO.ECT Dt:SIGH. , ' FIRM: RICI< ENWfPINCi CQMPAHY ADDRE'SS: CITII STA TE: SAN DIE'GO CA. 92110 TUE:PHONE: 619 291-0707 BY: JOI-W D, GOODARD ~- NAME: Of ENGINEER R.C£ NO.: JJOJ7 REGIS'TRA 710N EXPIR,I. TION DA 'TE: 06/.Jo/10 son.s ENGINDR'S CERTIFICATE I, //N7UON'/ r /.3€LPt9-S r . A RE:GISTERFD (CIVIL/ GEOTECHNICAL) ENGINEER OF 1HE: STA Tf Of' CALIFORNIA, PRINCIPALLY DOING BUSINESS IN fHE: FIELD OF APPLIED SOILS MECHANICS, HE'RtBY CER111"Y TH.AT A SAMPLING AND STUDY OF 1HE: SOIL CONDITIONS ~VMENT llilTHIN THIS SITF.: WAS MADE Bl-,,.lr/£ OR UNDER MY Dl~CTION BETWEEN.,,1HE DATES OF ..1 AiJ,;1te.:t_ , ~ -, 20 09 AND FEBRvA8'1' 3 ~ . 2aoq . TWO COPIE:S OF 1HE SOILS RE:PCJRT COMPILED FROM 1HIS STUDY, WITH MY RE:COMME:NDATIOHS, HAS BE:EN SUBN/TTE:C~.-IIl,~OFl)CE: _Of' THE" CITY £NGIN~. SIGNED: -+b-,,..,,, __ /4.,.-✓-~· .... /~-/~~~------- orcSS10,\( G.E.jP.E:. NO.: ___ ,.t/2.._<?=3"'3"'3'---------~ q""~ F. &1;, "'< <' DA TE: ---~?_-~/,~'6_-~0_9..._ ______ _ Q:-~D ~ .,,,.. ( I!! "' 'o> ~ LICENSE E:XPIR.A TION 0,1. TE: 3-3/-I ~: C040333 _.. ~ '"""-=--=-----<> ,r ~ Exp '{3/·IJ : .. 'C d'~ C1\J 1.\.-~~ " l'f or CJ .. \.,"To OWNER'S CERTIFICATE CITY or OCEANSID£ PACIFIC \ OCEAN .. I CITY or ENCINITAS VICINITY MAP NOT TO 5CN..E PARCECS) 1 ,t 2PARCEL WP HO. 17971, IN LEG•~ DESC~ON THE: Cl OF CARLSBAD, COUNTY OF SAN DIEGO, ST,1. TE: OF CAUFORHl.4. FILED IN THE: OFFICE' OF 71£ COUNTY RE:CORf£R OF SAN DIEGO COUNTY, OECOEE:R 24, 1997 ,I.S Flt£ NO. 1997-0656621 Of amaAL RE:CORDS. AND PARCEL ,I. Of C. 0, c. PER DOC. 19911-0696720. SOURCE OF TOPoaBtPIJY CITY OF VISTA TOPOGRAPHY S/1~ ON TliESE PLANS WAS GENERATED BY A@& PHOTQCRN'HY tETHOOS FROlol INl"ORMA TION ~ 1H£Rf'D ON FEBRUARY 6, 2008 BY Rt~ fjf~NE:E'RING COMPANY ~N'f-1#1 ii.id:i.W CONFORMS TO NATIONAL MAP ,1.CCURACY STANDARDS. PROJECT LOCATION THIS PRo.£CT IS LOCATE:D IIITlilN ASS£SSORS PARCEL HlJl,fBER(S) . 212-130-49, 212-130-H, 212-130-45 THE: CALll"ORHl,I. COORD/NA 1E" INDE'X OF JH/S PRO.ECT IS: N 7¥700 f §244N!O BENCH KARK DESCRIPTJ0/11: ...;Qn.uil'.c...Of'"'-"'CARL"""SB,\Q"""'..__.EE,..N..,IHIARK.,_.,,=,__,.CL..,SB""--1..,,ga,._ __ _ LOC/tTIOH: ~"'7<t SURl£Y IS ff 2-1 • RECORDE:D: 2/0ll/2002 E!EVATION: 2:1§.fJ DATUM:-~N~G~Kl_29 __ BASIS OF BEARINGS THE BASIS Of BEltRINGS FOR THIS SURl£r,Y ~11£ CAUFiR~A p~~ia,TS CCS8J Z~~OCH 1991.35 AND IS ,~.,..NE:D BY '" G .. £ -TAKEN ON rr:.omi.ARY 05. 2008 AT PaN !Oll AND POINT 106 AS SHOIIII/ ON, PER RE:CORD OF SURl£Y Ill.AP NO, 17271. 8£/tRING POINT I 108 TD PO/HT I 106: N 80•45'5,f" W REFERENCE DRAWINGS Pl.MS f'OR THE llolPRO'-EMENT DIIG. J5a-"'8 OF 71£ CARI.SBAD SPE:C7RUtrt PRo.ECT PAACELS 1 ANO 2 PLANS f'OR THE IIIIPRO'-EMENT FARADAY A 1£HUE: PLANS FOR ff IIIIPROl£1o1Elff FARN),I. Y A VENUE DIIG. 264-6 0 ltC. 29-4-1 Pl.ANS FOR THE GRADING D WG. .J51l-'4 FOR THE' CARL!il!MD SPE:C1RUM PRo.ECT PLANS FOR THE GRADING FOR DWI.. 239--I CO/..!EGE BOULEVARD EARTHWORK QUANTITIES CUT: ~,100 CY FILL: :Z70 er llolPORT: 0 CY EXPORT: ~,za0 CY SPOILS: CY REMEDIAL: '·""'° CY SHEET INDEX SHEET 1 & 2 ----------TITLE SHffT & NOTES SHEET 3 -------------DETAIL SHEET SHE:ET 4-10------------PRECISE: GRADING ,t llrlPRO'IE:ltlEHT PLAHS SHE:E'T 11--------------DATA TABLE INFORMATION SHE:E:T 12--------------lRUCK DRl't'E AISLE SHEET 13--------------BAYSA't'ER WAlER QUALITY UNIT DETAILS Si.saT I'\ -----------DETfNT/1)<) PIP!: DE,.AlLS. Si.EE, 15 ---------DETENTl(W ..,,.Rvci-vRf 0£TA.IL$ REQUIRED TREATMENT CONTROL BMP TABLE BIO FILTRATION i'!IOJECT'S !'RECEIVED THREAT __ ~H=IGH~--- WORK TO Bl DONE 11£ GRNMG iiAi' §Mu. CONSIST OF THE' COHSTRIJCTION OF ALL CUJS NID FILLS. REIEDIAL GRAD/Nii_ ORAJNAGE F,i.CIUTIE:S. ER090N CONTROL FACIU71ES, NID Pl.ANTING Of PE:RMANEHT L.AMDSCAPIHG AND PREPAR,i.110H Of AS-BUILT GRADING Pl.ANS, AS-BUILT GE:OI.OGIC /JIAPS AND REP(((TS, ALL AS SHDIIII/ OR RE:OUIRED OH 1HIS SET OF PLAHS AND 1),£ CITY STANDARDS, SPfCIFIC,i.110NS. REQUtREIIIENTS, RE:SOCU710NS AND OROINNICES CliFJJ ON 11£5£ PU.NS. M GRADING 110Rk · •SHALL BE PERfORIED IN ACCORDANCE 111TH THE FOLLDIIIING DOCUIKNTS, CURRENT AT 1HE: 111£ OF CONS1RUC110N, AS LVRE:CTED BY THE: arr £1/GIHffR. 1. CARlSBAD MI.JNICIPAL COOE: 2. CITY OF CARI.SBAD ENGINE'ERING STNIDARDS J. THIS SE:T Of Pt.ANS 4. PUD OP-CJ2 APf'RO VAL LETTrR 1M TE:D: .1(1, Y 4, 2009 5. 1HC STANDARD SP£CIFICA TIONS FDR PUBUC llllRIIS COHS1RUCTION (GREEN BOOK.) 8. SOILS REPORT AND R£COIIIIENJA 710HS BY GfQ)EQHCS INC(ljf'(EA1ED D.._ 1£D: 02/03 /2009 7. 1HE: SAN DIEGO REGION,I.L STNIONIO DRAWINGS AHO AS MAY EE lrlODIFIED BY 1HE: arr OF CARI.SB.AD STANDARDS. 8. CltLJFORHIA C0,1.STAL COIMSSION llEl£LOf'MENT PONT CCJND/110NS DA JE:D -~N..,.4-~~------ 9. CIOIROo'IIEJ\IT/tL APPROVAL DOCUIEHTS IMTE:D _,...H,_.IA~---- 10. STORM WA1Di PDI.LU710H PR£'f£N710N Pl.AN PR£PN£D BY RICK f/'f9NfFRH'/{/ IMTED Wt8Q:f 2QOlil IIOfO NO. 9J7CJ/5-fa8J 11. STORII WA 1ER lrlANAGCIEHT PlM PREPAR£D BY RICK ENQNffBWq DA TED J/2!5/2009 (SIN' 09-04) 12. CALJFORlt/lA STOIW WATE:R QUAUTY ASSOCIATION BIIP CONSTRUCTION HANDBOOK AND CAL'TRNIS CONS1RUCTION Sl1E lWP MANUAL. T.EGEND DESCRIPTION DYG.NO. SYIIBOL QUANTITY PROJECT BOUNDARY--------------------------------------0 --------------------------- EXISlt!C LOT LINES------------------------ PROPOSED SLOPE <2•1 Mf.X. CUT)--------------------------------------------------V V PROPOSED SLOPE 12•1 W.X. FILLl-------------------------------------------------1 J Y EXISTING SLOPE-----------------------------------~-----------------------------Ji~ EXIST ING CONTOUR--------------------------------~ ------------------------------"--350 ....._,_ FINISH CONTOIJR------------------------------------------------------------------350- f'G 3SOZ_ FINISH ELEVATION CFS•FINISH SURFACE, FG•FINISH GRADE, TC•TOP OF CURBl---------- DAYLIGHT LINE------------------------------------------------------------------ .. -111--11- 12' IIJPE -73'1 LF- 18' RCP -27 L.r. • .. TOP/TOE Of' SLOPE -------------------- STORM DRAIN PIPE CEXISTINGl---------------------------------------------------- STORM DRAIN STRUCTURE (EXISTING)----------------------------------------------- PROPOSED STORM DRAIN (PRIMARY SYSTEM! (PVT. l----------------------------------- PROPOSEtllJYPE "A-5" CLEAHOUT !PVT.>-------------------S SO 0-9 ------------- MOO. PROPOSED TYPE "A-8" CLEANOUT (PVT. l ----DRSD P-9, SHT. ~ StlT. 15------ PROPOSED TYPE "A-6" CLEANOUT {PVT.>-------------------SO -9 ------------- c::' J 36' RCP -80 Lr. 36" HOPE -4 L.F. PROPOSED CATCH BASINS <PRIVATE) ----(SEE OETM.-SHEET Jl ------- PROPOSED CURS ------------SDRSD G-1--------- PROPOSE□ CURB ANJ GUTTER -------SIIRSD G-2, TYPE 'G' ------ EXISTING 8" PVC WATER Mf.lN---------------·------------------------------------- EXISTING GATE VALVE------------------------------------------------------------ EXISTING IATER LATERAL-------------------------------------------------------- EXISTING PRIVATE IATER SERVICE------------------------------------------------- ---3of -60" ~E -77 .5 L,F. l2J -----1 EA. 121 ---~ @ -------~ .- ljjl liiiiil ___ • 12''x18' BROOKS BOX -5 EA. l!!!!l ~ 24"x24' BROOKS BOX -3 EA. 0" CURB -520 L,F, ---6• CURB -2,859 L.F, ---1330 L,F, --w--- ---0-- -w---{j]) ------ EXISTING SEIER ANO MANHOLE-----------------------------------------------------S--0- PROPOSED RETAINING WALL-----------------(SEPERATE BUILDING PERMIT REOUIREO)--------- EXISTINC FIRE HYIJRl,NT-------------------- CONCRETE OAIVEWAY--------MOOlf'ED GS-20 -------- AC PAYING/PASSfNC.ER CAR PARKING --10" BASE Nil 3' ASPHALT CONCAETE, TI•S,O -- LIGHT TRUCK TRAFFIC --------12" BASE ,,,-, ◄"ASPHALT CONCRETE, Tl=6.0 -- HEAVY TRUCK TRAFFIC--------16'EIASE Nil ◄"ASPHALT CONCRETE, Tl=7,0- PROPOSEO TYPE B-INI.ET CPVT.J------SORSO D-IO ------- PROPOSED TYP£ 'f'CATCH BASIN ---·--SDRSO D-1------- STORM WATER FILTRATION VAULT-------(SEE DETAA.-SHEET 13.,__ --- IHEEL STOP PER ARCHITECT PLANS ----------·-------- ----415 L.F. -9,970 S.f. E) --·1EA, [6] --·1EA. ~--@Ef VEGETATED SWALE/SUIIORAIN --------(SEE DETAIL-SHE.ET 3,...__ -------559 L.f. GRMlED SWALE ------------------------◄23 L.F. MODIFIED BROW DITCH --------SllftSO D-75, TYPE B, DETAIL SHT. 3 ----· G> G>---130 L.F. PARKING LOT LICHT PER AACHITECT PLANS --------------- CARLSBAD ARE DEPARTMENT REQUIREMENTS: NUMBER Of f.H (s) .&_F.FLOW /200 G.P.M. OUT OF 1._F.,H S BLOG. SPRINKLE:D? ~NO F.LOW_G,P.M. l ~ -'FIRE =~!C= DAlE Pt.ANNING DEPARTMENT APPROVAL Cl d 21<1 DATE, &!.1'iJ 1/o ,"\-(SIGNED) 1 1,,JU/\/ NEU , PLANNING DIRECTOR (~ l,{,.. 1.· ~ □ATE, 4 I I I ID CSIGNED) RECOIIIMEM)EI) BY, ~ lver~Jlc. IPRINT NAME) 9 33037 ,,~f• I DATE ~ CITY OF CARLSBAD ~ l---+--+-----~----------f---+--+-----t---1 LJ_j ENGINEERING DEPARTMENT ~ .. 1-------t--+----------------t----t----t----t--, 1------t--+----------------t----t----t----t--, GRADING PLANS FOR, LIFE TECHNOLOGIES I PECIAL NOTES E FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTION TO THE CONTRACTOR BY E ENGINEER OF WORK, THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES nESPONSIBLE FOR THEIR ENFORCEMENT. OT CONSTITUTE APPROVAL OF ANY Of THESE NOTES tO THE CITY WILL NOT BE ~t NEITHER THE OWNER, NOR THE ENGINEER OF WORK ILL ENFORCE SAFETY l,lEASURES OR REGULATIONS, THE CONTRACTOR SHALL DE IGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND HALL BE SOLELY !ESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO EAL TH STANDARDS, LAWS AND REGULATIONS. • THE CONTRACTOR AGREES THAT HE SHALL ASS ME SOLE AND COMPLETE ESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1 0NSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND IROPERTY,AND THAT THIS REQUIREMENT SHALL APPLY CO TINUOUSLY AND NOT BE IMITEO TO NORMAL WORKING HOURS1 AND THAT THE CONT 1ACTOR SHALL DEFEND, NDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLES FROM ANY AND ALL IIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER ORMANCE OF WORK i:N THIS PROJECT EXCEPTING LIABILITY ARISING FROM TH SOLE NEGLIGENCE Of THE OWNER OR THE ENGINEER. I . THE CONTRACTOR SHALL BE RESPONSIBLE TO EN URE THAT ALL GRADING II DONE AND STORM DRAINS ARE BUil T IN ACCORDANCE WITH THESE PLANS, 11 THERE ARE ANY QUESTIONS RE GARDING THESE PLANS OR 1 OJNG ANY WORK BY CALLING THE ENGINEER OF WOR AT (619) 291-0707. THE 1 ONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS O PROTECT THE PROJECT 1 ND ADJACENT PROPERTY FROM ANY EROSION AND SILT TION THAT MAY RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS <SAN BAGS, HAY BALES, lEMPORARY DESIL TING BASINS, DIKES, SHORING, ETC.), UN IL SUCH TIME HAT THE PROJECT IS COMPLETED AND ACCEPTED FOR M INTENANCE BY WHATEVER WNER, AGENCY OR ASSOCIATION IS TO BE UL TIMATEL RESPONSIBLE FOR MAINTENANCE, 1 ORK TO BE DONE SHALL BE CONFIRMED BY FIELD ME SUREMENTS PRIOR TO I ONSTRUCTION OF NEW WORK. , ·u~Fu:~~; c~~s~~~~i~~N~b~~n~~N6~fi~:~~ ;~~L~FiE~~~ ~6N~~igE ;~L ;~~:~~TED iHtE SHALL CONTROL SURFACE WATER TO AVOID DAMAGE T ADJOINING PROPERTIES i R TO FINISHED WORK ON THE SITE. THE CONTRACTOR HALL TAKE REMEDIAL TO REVENT EROSION OF FRESHLY GRADED AREAS AND UNTI SUCH TIME AS PERMANENT RAINAGE AND EROSION CONTROL MEASURES HAVE BE N INSTALLED. I, .. THE CONTRACTOR SHALL TAKE THE NECESSARY I RECAUTIONS REQUIRED TO I ROTECT ADJACENT PROPERTIES DURING THE GRADING OPfRATIONS. i , THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF WORK, PRIOR TO THE iPROJECT CLOSE-OUT, A SET OF AS-BUILT PLANS DOCUMlTING ANY CHANGES llADE DURING CONSTRUCTION. , • BEDDING, SUITABLE MATERIAL SHALL BE CLASS I OR II. HE CONTRACTOR SHALL PROVIDE I OCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEE , UNLESS OTHERWISE NOTED itY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 4"-24"1 G" FOR 30"-60". EROSION CONTROL NOTES • IN CASE EMERGENCY WORK IS REQUIRED.CONT ACT (760l 496-8410 <PHONE NUMBER) • EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHAL BE MADE AVAILABLE AT ALL IMES DURING THE RAINY SEASON. ALL NECESSA Y MATERIALS SHALL BE TOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMIIENT. / • DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR I MODIFIED WITHOUT THE APPROVAL F THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONT OL DEVICES TO WORKING ORDER :ro THE SATISFACTION OF THE CITY ENGINEER AFT R EACH RUN-OFF PRODUCING AINFALL, • THE CONTRACTOR SHALL INST ALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE EOUIRED BY THE CITY ENGINEER DUE TO UNCOMPLE ED GRADING OPERATIONS OR NFORESEEN CIRCUMSTANCES WHICH MAY ARISE. • THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL AKE NECESSARY PRECAUTIONS TO REVENT PUBLIC TRESPASS ONTO AREAS WHERE I POUNDED WATERS CREATE A AZARDOUS CONDITION. • ALL EROSION CONTROL MEASURES PROVIDED PER TH APPROVED GRADING PLAN SHALL ~E INCORPORATED HEREON. /l, GRADED AREAS AROUND THE PROJECT PERIMETER MUS DRAIN AWAY FROM THE FACE OF iLOPE AT THE CONCLUSION OF EACH WORKING DAY. ~. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL B IN PLACE AT THE END OF EACH ,WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY rERCENT t401/.l, SILT AND OTHER DEBRIS SHALL BE REMO ED AFTER EACH RAINFALL. 1o. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 IINCH MINIMUM AGGREGRATE. ,11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL r~O PROVIDE EFFECTIVE COVERAGE PF GRADED SLOPES (90Y. COVERAGE) PRIOR TO NOVEMBE 15, THE SLOPES SHALL BE :STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDA CE WITH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, 1STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ,ALL PERMANENT AND TEMPORARY EROSION CONTROL PL TING ANO IRRIGATION SHALL BE ,INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD ,SPECIFICATIONS AND THE FOLLOWING, A. HYDROSEEDING SHALL BE APPLIED TOr 1, ALL SLOPES THAT ARE GRADED 6:1 <HORIZONT L TO VERTICAL) OR STEEPER WHEN THEY ARE, i : a. THREE FEET OR MORE IN HEIGHT ANO A JACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIG T, 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST, a. NOT SCHEDULED FOR IMPROVEMENTS(C NSTRUCTION OR GENERAL LANDSCAPING) WI THIN 60 DAYS OF R UGH GRADING. b. IDENTIFIED BY THE PARKS AND RECRE.6,TION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC, / { o. HAVE ANY SPECIAL CONDITION IDENTIFI O BY THE CITY ENGINEER ! THAT WARRANTS IMMEDIATE TREATM NT. j' S620 FRIARS ROAD f; SAN DIEGO, CA 92110 619.291.0707 J-15767 S (FAX1619.291 .41 &S ~ ENGINEERING COMP.A.NI ril:kenjlinei1tin1,cum l San Diegi, · ---· Riverside • Oran.iie -Sao Lui, Obl5pD -8ilkar.lifield -acramentn -Phoenix -Tucson Ro\ I 5761\1 5761 _P9rd\Plf~S£-C\15761' -Pl!Ot. dgn \\Br"\, .r I D1 \Rlof:Stnnd<TdB\Gent l&~.2006\ ... orhSDaca'.pro lac1 G\l.prp5t·(lti • .!005.~0\ lolat\CorPStdO 200~_50, pen APN ?J2-J3-34 APN 212-J2-J APN 212-12-58 APN 2J2-J2-27 B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, I, ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a, THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM OUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100¾ COVERAGE, b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100¾ COVERAGE, 2, AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING, THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3, IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING, 1. SEED MIX SHALL CONSIST OF NO LESS THAN, a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs, PER ACRE OF ZORRO FESCUE o, 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbi,, PER ACRE OF ACHILLEA MILLEFOLIA e, 3 lbs. PER ACRE OF AL YSSUM tCARPET OF SNOW) f, 1/2 lb. PER ACRE OF DIMORPHOLECA g, ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h, ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JDBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J, NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50¼ OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15¼ SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. APN 2l2-JJ-4J J\PN 2J2-J2-Jb KEY MAP 1"-= 100' D, AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY, 1, ROUGHENING THE SURF ACE TO BE PLANTED BY ANY OR A COMBINATION OF: a, TRACK WALKING SLOPES STEEPER THAN 6:1 b, HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. o, RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a DR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY, a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED, b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING 15 THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED, LEGEND GRADING AND IMPROVEMENT SHEETS LIMIT AND NO, -- f PROJECT BOUNDARY ---------- PROPOSED STORM DRAIN ----------- OWNER OF PARCEL I, P.M. 17971, GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 1, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 2, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 3, LLC GRIFFIN CAPITAL !CARLSBAD POINTE) INVESTORS 4, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 50 LLC GRIFFIN CAPITAL (CARLSBAD POINTE> INVESTORS 6, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 7, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 8, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 9, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 10, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 11, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 12, LLC GRIFFIN CAPITAL <CARLSBAD POINTE} INVESTORS 13, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 14, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 15, LLC GRIFFIN CAPITAL (CARLSBAD POINTE} INVESTORS 16, LLC GRIFFIN CAPITAL !CARLSBAD POINTE) INVESTORS 17, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 18, LLC GRIFFIN CAPITAL (CARLSBAD POINTE} INVESTORS 19, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 20, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 21, LLC GRIFFIN CAPITAL <CARLSBAD POINTE) INVESTORS 22, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 23, LLC GRIFFIN CAPITAL (CARLSBAD POINTE> INVESTORS 24, LLC GRIFFIN CAPITAL <CARLSBAD POINTE) INVESTORS 25, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 26, LLC GRIFFIN CAPITAL <CARLSBAD POINTE) INVESTORS 27, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 28, LLC GRIFFIN CAPITAL (CARLSBAD POINTE) INVESTORS 29, LLC OWNER OF PARCEL 2, P.M. 17971, MERARISK CARLSBAD, LLC EXISTING PROPERTY LINES ---------- OWNER OF PARCEL A, CERTIFICATE OF COMPLIANCE DOC. • 1998-0696720 INVITROGEN CORPORATION A DELAWARE CORPORATION ,, ,, DATE "AS BUILT" ,C,E.~ EXP. f,/s,/,t, 11/tf11 DATE I I 11/:50/20 NSPECTOR I DAfE ~ CITY OF CARLSBAD I SHEETS I 1----+--+---------------+----+--f----+--~ L_..£_j ENGINEERING DEPARTMENT 1.f )---ji----+----------------+---+--+-------<1----1 GRADING PLANS FOR, LIFE TECHNOLOGIES PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PUD-09-02 462-7A ( 6' ◄ 6' i:n ,._; 5' 7' 24' 8,5' 7' TYPICAL PARKING CONFIGURATI N DETAIL NOT TO SCALE .ROOKS PRODUCTS CATCH ASIN (SIZE PER PLANl WITH TEEL, BICYCLE PROOF .RAFFIC GRATE IN VEHICLE REAS AND HEEL PROOF GRATE--""C:-'---1 N PEDESTRIAN AREAS 3" Ml N. -1 560-C-3250 C NCRETE PER PLAN BREAK OLJT BOX TO ACCOMMODATE PIPE, THEN GROUT I / PIPE DIA, AND '~·':'.'.--~ht~=-~r--¥--SLOPE PER PLAN !, ACKFILL AND TAMP PER OILS ENGINEER'S , ECOMMENDA TIONS "-4"MIN. F PER PLAN 560-C 3250 CONCRETE LEGEND ON PLANS~ SLOPE LOOR 12:1 TO ARDS OUTLET CATCH BASIN DETAIL (PRIVATE) TC PER N FL PER -VARIES PLAN ""'-,--~ -.... AC PAVEMENT & BASE PER SOILS ENGINEERS RECOMMENDATION RETAINING WALL 6" BOTH SIDES NOT TO SC LE EXISTING SLOPE\ FL PE ,. PLAN •"" TW PER PLAN 2' FS PER PLAN CURB & GUTTER MODIFIED LINED DITCH SEE DETAIL "D" THIS SHEET SECTION , -A NOT TO SCALr , G"BOTH _,,, , SIDE~-,,-'"--EXISTING ' GROUND "BOTH SIDES ' 2411 / 3 MIN 470-C-2000 OR 3" 2500 P,S.I. A PLACED CONCRETE, REINFORCE FLOW LINE PER PLAN C NCRETE WITH 6"X6" 10/10 GAGE W LDED WIRE FABRIC. C".> SYMBOL ON PLANS NOTE, LONGITUDINAL SLOPE SHALL E 2Y. MIN TYPICAL LINED DITCH (MODIFIED 0-75 TYP NOT TO SCALE ETAIL 8) EXIST. CURB MOD D-75 TYPE D LJNED DITCH PER DUIVL THIS SHEET 4'THICK Pi:i:.CUTOFF WPJ.L AT END SECTION E f.i"TYP L.:.A;.;~:,,;~,A- J" ] 2'0R THICKNESS OF RIP RN> PAD /IF N>PLJCABIEJ •3 REBAR © LINED DITCH CUTOFF WALL NOT TO SCALE _J CUTOFF WALL UNED 'ITCH 13"M/N '. i-''{i;...-..1 •3 REBAR-rs-'t· '·' ...___. W'J"MIN SECTION E-E VARIES 5,5' TO 5. 7' 1411 TW PER PLAN VARIES 4.3' TO 4.5' F NOT TO SCALE 8' 3' 4" PERFORATED PIPE 1.01/. MIN. INSTALL ALONG SWALE CL WITH PERFORATIONS ORIENTED DOWNWARD, ENCASED IN CLASS II, OPEN GRAVEL, ½" DIAMETER AND WRAPPED IN MIRAFI 140N FILTER FABRIC SECTION 8-B G" CURB TC PER PLAN FS PER PLA AC PAVEMENT & BASE PER SOILS ENGINEERS RECOMMENDATION NOT TO SCALE SECTION C-C NOT TO SCALE WRAP HDPE AROUND 1" DIAMETER PVC PIPE 5' FLOW LINE PER PLAN 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 J-15767 f (FAX)619.291.4165 ~ ENOINEERING COMP.ANY ri hr.11ineerin1,com !Rlv11111ec11111sid!!'• ."l!o""',.n""'s•~-'",an""!l"'!!,."!'!o!i'!bl,p11111o•-'!!"aak!"'oc"!l,r,"!',1dl"'. S!!"ac•,.m,iifii!toiii_'!iiii,;i;nlxi,ii-T;,c-,o•n VARIES .. O"CURB 30-50 MIL HOPE WITH ALL LAPS SEALED PER MANUFACTURER'S SPECIFICATIONS SECTION 0-0 NOT TO SCALE VEGETATED SWALE 6"CURB VARIES 24" MIN. SAND/COMPOST MIX WITH 5 IN/HR MIN. INFILTRATION RA TE TO BE VERIFIED BY SOILS ENGINEER 4" PERFORATED PIPE 1.0Y. MIN. INSTALL ALONG SWALE CL WITH PERFORATIONS ORIENTED DOWNWARD, ENCASED IN CLASS II, OPEN GRAVEL, 1/z" DIAMETER AND WRAPPED IN MIRAFI 140N FILTER FABRIC ½"R 7" 1' 1 · G" 1811 TC PER ½"R PLAN 2" WEAKEND -, 1 PLANE JOINT ~3 FL PER PLAN FS=FL PER PLAN DETENTION PIPE -(SLOPE PER PLANl 6" 36"HDPE TO 60"HDPE / I ... ~ --- 6" 3/~• THICK GALVANIZED~ REMOVABLE STEEL G DETENTION PLATE -L ® MODIFIED CURB G-2 NOT TO SCALE 1:) TOP OF~ SLOPE I 5'TRNIS. TO ZERO DEPTH 36" RCP (SLOPE / PER PLAN) v-TYP · DITC E 8 BROW H PER D-75. !____i ;,. FLOW ,g, 1"'---r-;=Q_ ~ ii I_/• l " 1/ 111 Ir,: n + I II\ II " l'--... ' 11-L I 3 #4 (V) 11. >-I- <'41' ~ ~ ~· :./ -~:::~ .'_,-·-" ·,' '~-~ " ~11: I ~ 12" ~ I/' ~ ~ .. 'I: 1 'Z_ 1\1 I EXISTING 36" RCP ~ (SLOPE PER PLANl /2(1 ,, ' fy,,i. FLOW :; ft._!\ ,,.. , 12' '· ' l'--.._ , --;/ . ·~ "~Z l~' -c4_,</ "'""" "'' ,_, STORM DRAIN CLEANOU G PER REGIONAL STD DW T G. D-9 PLAN VIEW MANHOLE FRAME AND (') COVER PER M-3 1 -~ l::'::UJI±? FINISHED SURF ACE ~ • • ~ .. I H__J !-ToP OF SLOPE CD BROW DITCH TRANSITIO NO SCALE N BROW DITCH ~, C ~-(0£_PT_H_P_£_R_P_™_' --'"'-< 1 ~~-Ti=~=== F=== == CUTOFF WN.L I, 5' TRMS. , TO ZERO DEPTH SECTION H-H 1.5' WRAP HOPE AROUND EXISTING GROUND 1" DIAMETER PVC PIPE 30-50 MIL HOPE WITH ALL LAPS SEALED PER MANUFACTURER'S SPECIFICATIONS ---· l FLOW z <( _J 11. 0:: uJ 11. t:i 1r ~ = r--- ' . ' ' --< -< 'U . ' . ~, ... j . ' ~ I ~ l ' .. I JR. .t .. :t: , .. I ~ 0:: w 11. _J ~ j !t-- '~ _J a. ---..___, - cs, "' ~ "' r---r---' . > :, ., " 7 7 . , , , 5" TYP. I◄--5" TYP. 2 ~4~ /2 •4 ~-d.:.:'..)cd.' ~ . ' .. +· i ' . 3' 2' 3' ~~:l :r J· '/: FL 229.17 • I . ' r ' 'l: I -~ uJ 11 ' ' I • I-._ .. ~ 8" CONC WALL TYP. r <( ~ ' ' ~ W/•4 @ 8" OC EA WAY _J :4' 11. (f'c=3000 ps\l z I STEPS PER • I Q I-tj STD. DWG. D-11 r z w I ' I--I ~ cow .,o 11 I I • ~ w ~ d ~ / ~ l _J 0:: !;al J w ( ~ 11. > ·+ 0:: _J ~ 0 .. ' w 6" b'-~ '.f 11. ::l! .,. i l f. •• 7 \ -'z: "' -' FLOW ~ 11 I b'-<( / _/ .,. _J L J ,_, 2' '-.. I') 11, • " 21/. u.,, -.. , . ··.··-~-· .. ·.~--a.;,.:~~ J._;.·••·c:s_,,---~: .. .. . . ~ -·~••.\.' THE '0" CURB TRANSITION '" STAND G-2 ARD., • START OF 1·2 FOOT CURB & GUTTER I /FACE I 5t I "' - I ~r I EDGE OF PAVEMENT ~ ~ TYP OF CURB -FLOW LINE ACTS AS AXIS OF ROTATION 8" 3.3' q' 8' 'v = ELEVATION SHOWN ON PLANS SECTION F-F NOT TO SCALE ~ TY NOTES, 1. COAT ALL WELDS WITH GALVANIZED PAINT AFTER FABRICATION. 2. BOLTS SECURING DETENTION PLATE, SHALL BE STAINLESS STEEL AND REMOVABLE SO DETENTION PLATE CAN BE REMOVED. :5. SEE REGIONAL STD DWG D-9 FOR DIMENSIONS OR DETAILS NOT SHOWN. 6" 2' I _____ L_ -------~ , . . . .. . , . . ... .. ' . • ' . • . . ' . STEEL REINFORCEMENT DE/ ~ --------- ---8''><12" CONCRETE WALL -- 1.55' ½" THICK GALVANIZED STEEL REMOVABLE DETENTION PLATE 0.9' 1.55' SECTION G-G NOT TO SCALE ENGINEER OF WORK ~CK E GINEERIN CO. I~' L--'-'"4"J-!£~~~'~Jlt._ JOHN D. GODDARD, JR. • 33037 DATE II s BUILT" . . . . . . • . '. . . . • ,C.E, :33037 EXP. qt~e ~ DATE GD MODIFIED GUTTER TRANSITION NO SCALE MODIFIED A-8 CLEANOUT/ (j)DETENTION STRUCTURE DETAIL <PRIVATE) \..'::) NO SCALE wd. (4,, · 11/24/J o lV WED BY, -'1 SPECTOR ' ' DATE i----t--t------------+--l ~---1---1----~ CITY OF CARLSBAD I SHEUS I LU ENGINEERING DEPARTMENT 1.) r----t--t---------------t----l-----il----1-----l GRADING PLANS FOR, LIFE TECHNOLOGIES DET AIL-0 11 CURB ® (MODIFIED STD G-1) NOT TO SCALE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE [NITIAL OTHER APPROVAL CITY APPROVAL DWN BY, REC PROJECT NO, DRAWING NO. ~~~~ ~~. °W PUD-09-02 462-7 A ~bl~\~ ~ ~'\5 \ G Sar, Di go \ \ \ i \ l l \ \ \ ' \ rick nglneerln1.com Riverside -Orange• San Lul1 Obi spa• Bakersfield -Saeramen • Pfioenix • Tucson R, \ 1576 5761'.Pgrd~Pl-l~SE.C\t 5761' .pg 04. dgn \ \sr~.r I \R tol\Stand(lrdG'Bliilnt · ey.2006\worki,pcoe\proJ&etij\C0rpStds.2oos.so, lpl ot\CorpSrd~.2005.Stl. p _ 2.010-002..,~~ ___ --________ _ _ _J -i.1._z.010 ________________ _ ENGINEER OF WORK RI E GINEERING CO. re, ,1 • 33037 DATE B LT" 1tfzo/1n DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWH BY, REC PROJECT NO. DRAWING NO. 1--0A_T_E~1N_1T_1A_Lt--0A_T_E~1N_n_1A7L CHKD BY, oitW-PUD-09-02 462-7A OTHER APPROVAL CITY APPROVAL l"R.._VW"!D'----"-B-"Y1'-==U====J~-------~"----~ I I s ~ \ " .,.,, .. ,J TC 246.30/ \ \ \ \ ~~ TC 245.81 TC 245 80 FS 245.30 TC 245,83 RICK TC 246.62 TC 246.39 FS 245.8 TC 247.00 FS 246.50 DRIVEWAY PED RAMP DETAIL SCALE1 1"= 10' 5620 FRIARS ROAD SAN DIEGO, CA 9211 O 619.291.0707 (FAX)619.291.4165 T 47.47 FS 246,97 J-15767 rr eke r, gl n eer! n g.c.o m (0 San Diego Riverside• Orange. San Luir; Obispo• Bakersfield• Sa~amento •Phoenix• Tucson RI\ 15767\15761 _PQr<N'HASE_C\Phace_c_cc, 1 ~T61 _pQC/5-CC. 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Vc:c~~pc'c•3;iKccl=========t=,=0=: •,,"" J-17-10 REC REPLACES SHEET ORIGINALLY SIGNED 2/18/10 ~ ~ /0 6Vf' =R CIVIL ENGINEER PE. 41204 EXPIRES 3/31/11 ~ "' I-J_-_17_-_10+-,...,RE,..,C--t~-RE_V_IS_E _DR_I_VE_W_AY_E_N_TR_Y_&_ST_OC_K_P_IL_E ----t-::c-=:-t-=::-:c-i--::--::' c:=---t:-::::":::-:-:-t OWN BYi REC ~~••~·•-·---•~ 1--=D-'-'AT'--'E'-...J."--INcclT.cc.IA-=-iL DATE INITIAL DATE INITIAL CHKD BYi ~J._,.ffi"-'=-_ --:-ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, JU<! LIFE TECHNOLOGIES PROJECT NO. PUD-09-02 DRAWING NO, 462-7A . ______ : ..... \ ===: II',"' ~ d$t p ' so BSEE SHE~~ 3 \ 5620 FRIARS ROAD SAN DIEGO, CA 9211 O 619,291.0707 (FAX)619.291.4165 ' =====--11 'f~Z --~ill ,--:1, Lfb.L--"'lc<a2,;u: 7 SD\ if:..;-XISTING PRIVATE \\ TORM' DRAIN TO REMA[N ROTECT IN PLACE "'"" ·~ J-15767 rlckenglneerins.com Riveui •·Orange-San Lub Obispo-Bakersfie -Sacr ento • Phoenix• Tucson Ro 5767\!5lfH.Pqr-d\PHJ.S£...C\!~71:iL~, dQ/1 \ ~v_photo1 \R lckStondord11i\ll11nt I t17...2006\•01-ko,pao11,pr0Jc,ct ,;;'I.CorpStde...200'LSD\ lpl ot\CorpSt ds.20 5.SD. p.-, °' ro-,oo, '"'' w----c.ir------w--+-- ' ' (TC 237 £.Ok ( L 23 , 10 LIFE TECHNOLOGIES DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OWN BY, iJ/c DATE INITIAL □ATE INITIAL CHKD BY, ~ OTHER APPROVAL CITY APPROVAL RVWO BY, JI£ PROJECT NO, DRAWING NO, PUD-09-02 462-7A I I I I \ \ \ \ \ \ \ \ \ I ' I I i ! ' \ \ \ \ \ ' ' 1 '\ \ \ \ \ \ \ \ \ \ 14 \ \~ ' ' ' \ \ \ 5620 FRIARS ROAD SAN DIEGO, CA 92110 619.291.0707 S (FAX)619.291.416S ~ ENGINEERlNG COMPANY RICK I I J-15767 rl cken ji:in ee rl n g, corn ~1 an Diego Riverside . Orange -San Luls. Oblspo • Bakersfield• Sa rarnento -PijJenfx • Tucson 1 \ 1 5161\15767 .PQ:rd\PH~SLC\1~76J .pg!l7. dgn -f "" _, I bl .,. , o,S,o,c~ '"'"" , o, -"''"""'' ,,oco\,co J oc< • -CocpS I oo _,OCUD\ 'O I:\ "o,·pS, d• _, CS.SP. o,o \ 20 10 0 40 60 ---- GRAPHIC SCALE 1"= 20' FOR STORM DRAIN DATA SEE SHEET 10 DATE NSPECTOR fSHFfl CITY OF CARLSBAD I SHEETS I LLJ ENGINEERING DEPARTMENT 1S 1----1----+----------------t-------lr----+---+------1 GRADING PLANS FOR, LIFE TECHNOLOGIES A!J-1'UllT6 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DWN BY, REC f--"D-'-'AT'--'E~=IN=IT-.cI~AL'+-~D~AT~E~_IN_IT~IA=L--t CHKO BY, t!&/..IL@. CITY APPROVAL RVWO BY, ,..11,t- PROJECT NO. PUD-09-02 DRAWING NO. 462-7A 5620 FRIARS ROAD SAN DIEGO, CA 9211 O 619,291.0707 (FAX)619,291.4165 \ ,~ LA TERA 3" Fl~L VERfFIED PIPE T BE CAPPE AND REMOVED PER" CONN I N--._ FL DWG NO. 462-78 ~ .. -----.:~4~•-=='c"="' 48" HDPE MANIFOLD W/5~24"HDPE RISERS W~ANHOLE COVER (TYP) f;,,, -.... ,,_ \~ ' '6' "'.EXISTING 24"PIP ,-,-,-,---,---,---,--,--,--,----,,--~-,-,---,---,-0~,.,BE REMOVED NOTE: DETENTION VAULT, DETENTION PIPE AND BAYSAVER CALCULATIONS PER DRAINAGE REPORT & SWMP OF DWG. NO. 462-7B (PUD 09-02Al J-15767 r ckenglneerln1,com ~ RS W/MANHOLE COVER <TYPJ .; "' BAYFIL TER-PER DETA L SEE SHEET 13 RIM=247,20 TYPE A-4 C,0 RIM=247, 11 Riverside -Orange -San Luh: Obispo -Bakerst1e\d • Sacrairiento -Phoenix-Tuc5on . I . ft" I · lii~~N 1Jo;IJ .~~ .. L,.--·-··-· .... 11 =, 1 '@,0.5X .[ i+-114,-ffitl"""'...-1"1 B~ -~ 3/4 M//i' /16/fJLI: ,,,,,.-·· I • ( \\ I ,.,, I \ -~(91 \ -3 \j ,, ,~---,.~·- 3" FIELD VERIFI PIPE TO BE C AND REMOVED DWG NO. 462-7 1;;ci,-\ ,, . -. ;. I "P~C W~TER< f!1 N ,r.. I o ~E BU)LT PE -WG 2-7' ... il:~E .: . ' \\ ,. ..... ---~-- ( 1) SEE DWG" 462-7L 2 EGETATED 11 sw /.. ND 1,5' 0 SUJ'lDRAIN PER SECTION ' -D' SEE SHEET '3 ·' FL ,240.4p / 12· ATRJU,M GRATE , Ips am ON 8" Rl~ER (~DS 1 ~ 1l / -il~~T ALL ,PER .~ANU if. c6TURER '$~J'CIFICAT!01v I CONNECT SUBDRAI/ RISER s,. ' s,. I ~/ I REVISION DESCRIPTION •------• ,. ea, • -~ .... 1- . T'::> .. :. ~ . ,. tP 'R··•·-;;v, L ~ w I OWN BY1 REC DATE INITIAL DATE INITIAL CHKD BY, JLR OTHER APPROVAL CITY APPROVAL RVWD BY1 Ji,& I t, ll ~ WATER EASEMENT~ /: D0C.•1999-017573 I N, R(C. FEB 19, 1999 I JO BE OUITCLA! EO I / 45• ELBO , I I I ii Fl 35.3: Vi;G~TATED( ilswAL A~D. SU DRfl~ P~ Sl;CTIO -~-, I SEE SH ET PROJECT NO, DRAWING NO, PUD-09-02 462-7A 061710 Ill _.J .. '.·_ .............. :·r_.:·:_ · · _ .... -::r.. --·-T ---+----f---f---i r .. ·.~1/l•.··::i .. !:::::::=t:==t• =-·········· ·········••····: ···------+----~--\ .. ····-······ _1--·----········+::: ____ :::::· ···-+· .. , ······p-...... ,-.... :::+:::: .......... .:+.•··· --.::::::::::::::: .. _ ... -..... -+-----<-:5~::::: . ' _ .. _ c,---. : ..... . . ... I I .. · .... .. .. 1 do;· I I I • -.;;a:::--, ---: ·• : ----:; --, i __ : : --r~---.-~-.... :: __ izi4 --:~1·----·-----·I: ·1 0 ·r ···-1 -----+-----+ ' . ) I ---. . . 4 0 ~ ' --... 1 -1 : . : ; -____ [ ~Cl ..... ; -1 --J 2 4 0 §::1_:-:: .. ::c:~·:::s--.~f~~~oT:~------· (.::::-ii:ili (,ll;JNU-7~-~~=i-ec, .... ; 7----1 ...____ ........ SURfA ----SURF C~------------t----------------1ir2!!1i~-----------· j ~: ~:·.::::::::r··----•·· --T......... j' .................. +--............. ·· ----i--,:·{r-= ~ · .............. -~-···t-=""--r·---·+--· ................. ,._ ' ..... .-:. -----+ .. ········j -·······"""" ---;-........... ·· i·_:·:····· ········ -•jl---l--- ··•·,.·· .... -.... PROFILE: STO M DRAIN SCALE, HORIZ. 1"'2 ', VERT. 1'lc4' TYPE A-8 c.o. 240 230 220 PROFILE: ST RM DRAIN SCALE, HORIZ. 1 20', VERT, 1"'4' J-15767 ~· I 761\1~76,~P~rd\Pttl\St~C\15761' .p<,109. d~n \ \ ~ _r Jb1 \RICl!,5tcnaardS\Bont 16'1.2006\wcrk~Jl(ICO\p~oJ ecti;;\Co~pStda~2005.SO\ I plQt\Co~pStda.200S. C. par, --·-··· 1 ... -..... ....••••••••• .j.1 •• 1 ..•••• _ ••. ··-······· co • 0 z 230 ,i~• ~i~t11 GRA 'fi, < o p-o, I· 0~ §"iiJJ Ff (NQS 12 1 I . }NSTj\CL,., , ER MANUF c. TUR~ ' 'S.PECIFIC.A TION I I\ I L ;-_l:O~ECt' SUBDRAIN T I E - t, I\ """%•,·--EXIST!Ni 2~4" PRIVATE PVC <.:,, STORM RA N TO REMA!~ ~- PROTE • 1 PLACE 1· 1 1·, I I 45' ELBO / I f /I FL f 35.3 Vl;C~TAJ"ED<i1sw~Lla Ar.to. SUf!OR~rH Pl:li s CTIOT-! '~-' I SE SH1E7i REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BA YSAVER FIL TRA TJON 1 E VAULT . VEGETATED 205 .F, SWALE $(' ~ ~u.;:: ~/'El/12c4-918 $/JJ/1{ 't I APPID, f;ID •A· 'fllr' DEPY CITY ENGINEER PE 33081 EXPIRES 6/:J0/10 w DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY, REC DATE INITIAL DATE INITIAL CHKD By, ?¢j.1L@. OTHER APPROVAL CITY APPROVAL RVWD BY1 -~ L PROJECT NO, PUD-09-02 DRAWING NO, 462-7A j 1 .... -·····i ... J ·f ,..:~ Th \r . \ \ 5620 FRIARS ROAD SAN DIEGO, CA 92110 61 ~.291.0707 (FAX)619.291.4165 \ / 20 10 0 20 40 60 J-15767 -- GRAPHIC SCALE 1"= 20' CONTRACTOR TO VERIFY ALL EXISTING UTILITIES CROSSING PRIOR TO CONSJRUCTION. ~ \ ALL PROPOSED FACILITIES ON THIS --·-PLAN ARE PRIVATELY MAINTAINED NO. 0 l2J WATER SERVICE DATA DELTA OR BRG. RADIUS LENGTH N18' 12' 56"W 1 26. 1 0' N54' 09' 07" W 6. 36' REMAP.KS 3" PVC 3" PVC ,C,E, .tJ13? EXP, GRADING PLANS FOR, LIFE TECHNOLOGIES PROJECT NO. DRAWING NO. PUD-09-02 462-7A ~ ~ @ ~s ~~illili,,ia,l;~ilial.A :IRl~ve~r~d!',.,_ o~,ans~• -"San~Lw~, ,:iobl!!!t,p~o~-B~,k~,~~fl.~ld~-S~ac~,am■--'1~.~~••-e:f!i1 •~e :~''-~-;,~-:~:: 1;,.:':"ir, 1 r;;";;i,,,m10,;::u,;;,,"'"'""'"'"""'.c'·":;-;";;,"';:;_,;:;:,,,.:':.,;:;;,,=...;;;;=-===:;;..;==:.;;;;;;.;.,F.;.;;;;=.:.::;;;:;.. _____________________________________________________________________________________________________________________ .J '-\lW r 101 \R lc,.,51 0Gda-de\(l11nt I ey_2C06\ .. ot-k11poe6\praJacte,\COr'pStd5-2DO!L SD\ Ip I ot\CarpS'tds_2oos_s • pen • 40 20 0 40 80 GRAPHIC SCALE 1"= 40' - L J-157Ei7 120 STORM DRAIN DATA STORM DRAIN DATA NO. DELTA OR BAG. RADIUS LENGTI-i REMARKS NO. DELTA OR BAG. RADIUS LENGTI-i REMARKS f---',,-1+-f---'M"'2°"5":-"5-'--9'.CC12'.'-='E:'------+----+~5---'3M=-----t---~IZ'~HOP'-'-=E'-----_---, 19 N54"09'04W 32.,22' 1fl' HOPE 2 N6ll24'28"E 39.52' 12" HOPE 2 NOf05'08'W 2578' 1fl' HOPE -~----+---~ --------\ 3 N58'25'14'E 71.34' Ii? HOPE 21 N04"34'12'E 92.Jf 24' RCP 4 N53"39'52W 26.97' 18" RCP 11350-D/ 22 N0f05'08'W 8.()()' 36'' RCP 5 NO'J'09'04W 5.42' 12" HOPE 23 N0f05'08'W 71.82' 36" RCP (135/rDJ f--',,"+-f--'-----~-+----+-----4---------; ,_,,.....,_. ____ --+----+----+------- 6 N3550'56"E 213.33' 12' HOPE 24 NB8'54'52'E 4.oo' 3fl' HOPE 7 N8/l50'56"E 5.42' 12" HOPE 25 N0f05'08'W 80.()()' 60' HOPE 8 NO'J'09'04W 5.42' 12' HOPE 26 NB8"54'52'E 15.43' 12' HOPE f-¥9+-+-N---'3'-=5-"5-'--0'-'--56''--''E=---+----+~132.58' 12' HOPE 27 N09"09'04W_+---20.5fY 12' HOPE 10 N8/l50'56"E 51)6' 12" HDPE 28 N3550'56"E 422' fl' HOPE N54'08'0rw 14:14' /8" HOPE 29 N18'36'48'W 3.Bf fl' HOPE 3/Jf /8" HOPE 3 N/8' 36' 46'W 3.58' 8' HDPE 31 N3550'56''E 71.50' 4' PERFORATED PIC 32 N3550'56''E 422./34' *4'PERFORATED PIC 15 N8/l50'56"E 5.4Y 12' HOPE 33 N3550'56''E 68.22' * 4' PERFORATED PIC 16 NO'J'09'04'W 5.4Y 12' HOPE 34 N35":5YOO'E 30IJ2' * 4' PERFORATED PIC 17 N3550'56"E 99.57' 12' HOPE --·----1-----1-------+--------J * SEE SECTIONS 'B-B' 8, 'D-fY ON SHEET 3 18 N09"09'04W 7.07' 12' HOPE ALL HDPE TO BE USED IS SAIOCITH WALL CORRUGATED PIPE. ADS N-12 OR EQUN Al£NT. 40 20 0 40 BO 120 _,_;_.,...~------~~~----iiiiiiiiii GRAPHIC SCALE 1"= 40' CURB DATA CURB DATA~coNTINUATION CURB DATA~ CONTINUATION NO. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTAORBRG. RADIUS LENGTH REMARKS 1 l'J.,(}(J58'2/' 1/68JXJ' 19.82' MOD.fl'TYPE "G"C&G 5 N54"09'04W 28.92' fl'CURB (G-1/ 2 N54'09'04W 16.50' fl' CURB !G-IJ 2 !J.;()(!58'2/' 1162.50' 19:13' MOD.fl'TYPE 'Yl'C&G l'!."4r24'3S' 10/JO' 7.23' fl'CURB ((NJ 2 N3550'56"E 130/JO' fl'TYPE "G"C&G 3 l'!.=3f09'29' 3JXJ' 1.53' fl'CURB (G-1) l--leiiH___.,4c_:4:::-3B':_-3:,:5:_::'2,..!J'-+ _ __:Z-:-.5--9'4 _ __,.62-::6'-____f---fl'CURB (G-1/ l-i'c4cH-':'/'J.---'=5"=5:--:'//J'c:cJ-=-6"=----t------:40-::-JXJ':c:c---t---:J:-:8-'::.96':-:,---t---fl':c'-:cCUc-:R:'::8-/ccG--'::li-7 61 N54"09'04W 15.50' MOD. fl' TYPE "G'' C&G 2 N3550'55"E 2 N3550'56"E /l.50' CURB TRMSIT/ON ~ 76.50' (J' CURB 5 l'!.=91!46'32" ZJXJ' 3.24' fl'CURB (G-11 N3550'56''E 12.49' fl'TYPE "G"C&G 2 N54'09'04W 18/JO' M00.6"TYPE 'Yl'C&G 6 l'!.~172.YZCJ' 40[)(}' 4214' 6"CUR8 /G-1} ~ N54'09'04'W 12.95' 8' CURB (G--1) 2 !J.438'35'1!.1'' 2JXJ' 4.84' 5'' CURB (G-1) 7 l'!.=3f09'29' 3JXJ' 1.53' fl' CURB /G--1/ 4433'48'59" 2/JO' 4.57' fl' CURB (G-11 3 4=41'24'3S' 10/JO' 7.23' 5'' CURB fG-11 8 l'J.;(){158'21' 1162.50' 19:13' MOD.fl'TYPE "G"C&G 4--46if'IZ' 15/JO' 12.09' 5''CURB (G-11 13 N54'09'04W 30.42' fl'CURB (G-1/ 9 4;(){158'21' 11681)()' 19.82' MOD.fl'TYPE "G"C&G N54'09'04W 20.50' fl'CURB (G-11 3 4=41'24'35' 10/JO' 723' fl'CURB (G--11 1 N35'54'30"E 25.50' 6" CURB !G-11 ~--t--c:'l'!.'----46if''=-=·-'-'15''----c-t--"15c_,IJ0'~+----'12.09' +--"-5'_' C~UR~B~(G~·IJ'------1 f--1ia3ai----l-=A'--'"13'.:::B':__:3:,:5c::'2,.-5'-+ _ __:ZIJO'=:c__+---'4=-.84'-'----f------'5'-___'_::_:CU=-R=8'--l:::_G_::·li_--t 11 N54i5'56W 16.11' 6'CURB (G-1) 4"133'48'5f 2iJO' 4.57' fl'CURB (G-1/ 3 N54'09'04W 18/JO' 5''CURB (G--11 ~~-~ 12 l'!.=91'0YZ8" 2.50' 3.97' fl' CURB /G-1) N54'09'04W 1'.76' fl' CURB (G-1/ 3 N54'09'04W 5/JO' fi' CURB !G-1} 13 N34'42'36"E 1.59' fl' TYPE "G" C&G N35":50'56''E 161.50' fl' CURB IG-1/ 3 N35":50'56''E 110.50' 6'' CURB (G-1/ -+---+----+-------------j 14 l'!.c83'45'5r 50i!O' 73JO' 6''TYPE 'Y1'C&G 71 N54'09'04'W 17/JfY 6'CURB /G-11 3 N54'09'04W 16.50' 5"CURB IG-11 15 N6r3f 33'W 78.9f 6" TYPE ''G' C&G 7 4=1Z1i4'5fl' 8.88' 8' CURB (G-1) ~3~-=A--'4"-'8/l--'00'~0-'--6"-+----'3CC.5CC0'_ +_.::11=-IJO''--+---fl'_C_UR_B_(G_-11 _ _, Hai~_:_:;=~-"---'---+---+--_:__:c=_:__-+-----=----'-'-'-=-----=---'=-=-=----j l--:C:,j---J-='-'=__:_:_=-4--=:_::_+----=-=-=--~ 16 l'J.=5/lZfY36" 50.00' 44.Dr 6"CURB IG-1/ 7 NOf2.4'00W 481)2' fl'CURB /G-/J 3 N54'09'04W 16.50' fl'CURB /G-1/ 17 N3S50'53"E 12.55' €/'CURB IG-1) !J.=51!27'48" 4JXJ' 3.55' €/'CURB /G·/i 4 N3S50'58'E 97.50' S'CURB !G-1/ 18 A=9/l00'0Cl' 2.50' 3.93' 5"CURB (G-1) 7 4=08'01'11" 55.50' 7:17' CURB TRANSff/ON 14 N54'09'04W 16.50' 5''CURB !G-1) 19 N54'09'0rW 15.BS' fl'CURB (G-1) 1 4=5r32'5(J' 3.()0' 3N CURB TRMSff/ON 4 Ae/BCfOO'lf 3.50' 1/IJO' 8'CURB (G--1) ---t---------j H=tt--'Ncc34'-:__: 42'_J_6''E_. -+---14.45' 6" CURB /G-1/ l--l--7 ~+-"NC"_54'09'04'W 126.90' 6' CURB /G-1/ 4 N54'09'04W 16.50' 6" CURB /G-1/ A"18(J'OO'OCJ' 2.50' 7.85' 6" CURB IG-1) 7 N3550'56"E 23.50' 6" CURB /G·IJ 4 N54"09'04W 5/JO' 6" CURB (G·1/ N34'42'36''E 15.56' S'CURB /G-/i N54'D9'04'W 12.52' 6''TYPE "G"C&G 4 N35'50'5fl'E 102/JO' S'CURB IG-11 A=63'4r4l'' 30/JO' 33.35' 6"CURB IG-11 81 !J."41"55'32' 10/JO' 7.32' fl'TYPE ''G'C&G 4 N54'09'04W 16.50' 6"CURB (G-1/ ---+------l- !J."1(11"06'02' 1/JO' 1.87' 6"CURB !G·/J B IJ.438'35'32' 2JXJ' 4.8,f 6"CURB /G·/i 4 !J.48/lOO'Or' 3.50' 11/JO' 6" CURB (G·IJ N2530'Zfl'E 17.07' 5"CURB IG·IJ B N54'09'04W 18.00' 6"CURB (G·IJ 4 N54'09'04W 16.50' 5" CURB !G·1i N64'29'34W 34/JO' fl'CURB ((NJ B N3550'56"E 429.02' ll' CURB 4 N3S50'56'E 144.50' 6" CURB !G-11 5" CURB !(NJ 6" CURB (G-/J 6'' TYPE ''11' C&G N6r3f 33'W 53,72' fl' CURB IG·IJ B N3S50'5fi'E 8.50' CURB TRANSff/ON 5 N54'09'04W 18/JO' --'-----+---+--~~--+--~~~--'-----j ~+-N54'09'07'W 24.30' fl'CURB IG-IJ B N3550'56"E 51.00' 6"TYPE VC&G 151 !J."138'35'29" 2JXJ' 4.84' N3S50'53"E 14.50' fl'CURB !G·/J B N54'09'04W 17.50' MOD.fl'TYPE "G''C&G 5 4=41'2#35' 10/JO' 7.23' !J.48(!00'0(]' 3.50' 11/JO' fl'CURB ff!·// B 6"9{!'00'0(1' 2.50' 3.93' fl'CURB IG-1/ 5 N54'09'04W 15/JO' MOO.fl'TYPE "G"C&G N35"50'53'E 14.50' 6"CUR8 /G-1) B N3550'56"E 3/JO' S'CURB IG·/J 15 !J."181700'04' 3.50' 11/JO' 5'' CURB !G-11 15/JO' fl' CURB (G·/J 7 /JO' 5" CURB !G·1) ~aH-l'!.=3Zlf5Ef 50/JO' 28JO' fl'TYPE 'Yl'C&G N54'09'04W 20.00' S'CURB /G·IJ 5 N54'09'04W !J.=09i9'5(l' 55.50' 9.04' CURB TRMSff!ON 91 N3550'58'E .5.50' fl' CURB (G-/J 5 N3550'5fl'E A"1rt3'4{1' 55.50' 10.88' S'CURB /G-1/ 9 N54'09'04W 15/JO' MOD.6"TYPE "G"C&G 5 N54'09'04W 15/JO' MOD.fl'TYPE ''G'C&G !J.=5317'50' 3/JO' 2.79' fl'CURB (G·tJ 4=/8(/00'02' 3.50' 11.oo' 6"CURB /G·!) 15 !J."18(!00'05" ~"l-+-l'!.=/f42'28' ZOIJO' 41J9' fl'CURB IG-/1 9 N54'09'04W 15/JO' fl'CURB IG·li 5 N54'09'04W 3.50' 11/JO' 8' CURB !G-11 15/JO' fl' CURB /G·1/ !J.401!38'05' 5/JO' 8.95' fl'CURB /G·1J 9 N3S50'56"E 7/JO' S'CIJRB !G·/i 6 N3S50'56'E 7 /JO' fl' CURB !G·ti N3550'58'E __ 3_9.54' 8'CURB /G-11 9 N54'09'04W 15/JO' , MOD.fl'TYPE ''G"C&G 16 N54'09'04W 30.42' fl' CURB !G-1) 4=9/lOO'OCl' 3.50' 5.50' fl'CURB /G-11 9 l'!.=/8/lOO'OS' 3.50' 11/JO' fl'CURB /G-/J 6 A=41'2#35' 10/JO' 7 23' 6" CURB /G-1/ 41 N54'09'04W 16.50' 6"CURB !G·ti 9 N54'09'04W 15/JO' fl'CURB /G-!J 6 A438'35'4(/' 2.00' 4.8,f fl' CURB /G-1/ 4 N3550'58'E 102.00' &' CURB <G-11 9 N3550'56"E 7 IJO' fl' CURB /G-1/ 6 N54'09'04W 18/JO' fl' CURB <G·1J 4 N54'09'04'W 16.50' 8'CURB /G-11 D N54'09'04W 15/JO' MOD.fl'TYPE "G''C&G 6 N3S50'5fl'E ----1 511)0' 6" TYPE ''G' C&G 4 4"18/lOO'Ofl' 3.50' 11/JO' fl' CURB /G-11 10 l'!."181700'0"1" 3.50' nlJO' fl' CURB /G-fi G N3550'56"E 8.50' CURB TRANSfTION 4 N54'09'04W 16.50' 6"CURB (G-/i D N54'09'04W 15/JO' fl'CIJRB /G·/J 6 N35":50'58'E 42.50' CJ' CURB N3550'58'E 102/JO' 6'CURB <G-11 0 N35":50'56"E 7/JO' fl'CURB /G-1/ G N54'09'04W -f---1'.50' MOD.6"TYPE ''G"C&G N54'09'04W 16.50' 6'' CURB /G-11 D N3550'56"E 5.50' 8' CURB /(;·fl 6 !J.=9/lOO'OCI' 2.50' 3.93' fl' CURB !G-1) Ae/8/100'02" 3.50' NIJO' fl'CURB /G-1) 0 N54'09'04W 20iJO' fl'CURB /G-/J 1 N3550'58'E Z.B,f 5''CURB (G·1J N54'09'04W 16.50' 6'CURB /G·/J D N3S50'56"E 3/JO' fl'CURB /G·/J 171 A44Z36'42' 10/JO' 24.B9' fl'CIJRB IG·IJ N35'50'58'E 97.50' 6' CURB /G-11 0 /'J."9{!'00'0(1' 2.50' 3.93' 6' CURB /G·!i 1 Nor 32'22W 42.85' 6'' CURB (G·IJ --~--~---1 Hie5si!-1 +-"N_.,,5:_-4'-_-09'_04_W_ ___ __ 1_6.50'_ -+-_fl_' C_UR_B_IG_·t_l ___, i--.-D-H_N::_-5---'4'-=-09'=--=-04c__:W:___+-----+---'17"-'.50'=-,+--=fl'--' C"-'U",R-=B..:/-=-G-"-1)_-1 l---=1a,-+-=!J.,-==31":c.cc23::.'::c18"-:c----+----'5:.c.Occ0'-+--=-3.Z=6':,,--,f-----=6"=--C"-'U"cR-=B---'~-=-G·-=-1) _ _, 5 A48Cf00'05" 3.50' 11/JO' S'CURB /G-/J D N35'50'56"E 93.50' fl'TrPE ''G'C&G 1 N3S50'5&'E 5.82' 6''CURB /G·IJ N54'09'04W 16.50' fl'CURB (G·1J 11 N54'09'04W 18.7,f MOD.fl'TYPE "G"C&G 1 l'!.=90'00'0CJ' 2.50' 3.93' S'CURB <G-1/ N35":50'56''E 110.50' fl'CURB /G·IJ 111 A=14~59'54' 1.50' 3.93' fl'CURB /G-1/ 1 N54'09'04W 17.50' &'CURB /G-11 --- N54'09'04'W /8JXJ' 8' CURB /G-1/ 11 N84'09'1CIW 15.83' fl' CURB IG·1i 1 N3550'58'E 68.oo' &' CURB (f./-1/ !J.438'35'32' 2.00' 4.84' S'CURB (G-1! 11 N05'50'50''E 25.30' 6"TYPE 'Yl'CW 1 N54"09'04W 18/JO' fl'CURB /G-11 Hee'l--+-'--'~-'--'-'c-=--+---+-~~-+-- !J."41"24' 3 '.I' 10/JO' 723' 6'CURB !G--1) l--)a.11"1--+_Nc_:Of21'ZB'W 120.36' 6"TrPE ''G'C&G 1 !J.=/38'35'25• 2.00' 4.84' 6'CURB /G-1/ 11 N54'09'04W 30.42' &'TYPE "G''C&!; B 4"4r24'3S' 10/JO' 723' fl'CIJRB /G-1! 11 !J."41"24 35" 10/JO' 7.23' fl' TYPE ''G' C&G 11 4438'35'31' 2/JO' 4.84' +--~fl'---=TY--=PE~''G'--=C&G~_, 11 N54'09'04W /81)()' 6" TYPE 'Yl' C&G 11 N3550'56"E 168.50' 6" TY PE ''G' C&G 2 N3S50'58'E 8.50' CURB TRANSITION 12 N3S50'58'E 76.50' CJ' CURB 2 N5409'04W 16.50' MOD,fl'TYPE 'Y1'C&G 2 l'!.481700'0"1" 3.50' 11.oo' fl' CURB !G-1/ ** MODIFIED fl'TYPE ''G'CW SEE DETAIL SHEET 3. R OF GIN E 06 \710 LIFE TECHNOLOGIES 2 115 -!JUIL rs 3-17·10 REC REPLACES SHEET ORIG!NALL Y SIGNED 2/ 16/ 10 3·17·10 REC 1 MODIFY DRIVEWAY ENTRY II OA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY, _.u,RE""C_ PROJECT NO. DRAWING t-10, DATE INITIAL DATE INITIAL CHKD BY, !1,R PUD 09 02 462 7A OTHER APPROVAL CITY APPROVAL l'cR!.!VW~D--':B'-!.Y1!..=J:::::R==-1 ~---------~~----~ APN 212-12-1 \ ·. I I APN 212-12-58 I I I I I I I I I I i iAPN 2 I 2-I 2-59 5620 FRIARS ROAD SAN DIEGO, Cl\ 92110 · 619.291.0707 (fNC)619.291.4165 ERRING COMP.ANY !!!11!' ... ,.._"""'!""""!"'!"'!!!!~'!!'!"""'!"!'~~ric"!'k'P'a!!'srn~e".i!!'•'li!!ing~.c~om ~:, San Ol~io · Rlve·rside -Orange -SM Lu Ii Obrspo -Bakersfield-Sacramen -Phoenix -Tucson R• \1576 \I 5161..Pl)r"d\f'llASLC'J'hcoe_c_cc, 15761 _pg1 t_cc. don \ \"rY-r 1->1 I.RI qkS tu, ,cJards\aBn1 t .. ,, _2006\.,ork sr,aoe\oro 'eoh\CoroS t d1L2005 _SO\ I PI ot\ConiStds-2005-SD. P i I I .. • . I ~---·---·-,.. (=~L;; ~: :!::;::) ~-r-; 2:-J ~~1 . "LJ_L~P-JJJ1jJ.JJ~J.JJJl ... ""'r'J"Ji-" ___ ...,.I _ _,__,,.llLlilU,r•1fu~*--M,__,, ___ ,, __ ,:sflJJJrlLW,JlLlJ 111 1 _ I I DJ 11 L! .1 LWlllJ,~JJil\J \ \ \d I 2~~;~-45 ~~~----------------------------------------------------------------------------- .APN 2l2-l2-3b \ \ \ \ \ \ \ \ \ \ \ ,\ \ \ \ \ LEGEND PASSENGER CAR PARKING AREAS: 10" BASE 3" ASPHALT CONCRETE ----- Tl= 5.0 l:2.!~.:£2:!~~ LIGHT TRUCK TRAFFIC AREAS1 12" BASE 4" ASPHALT CONCRETE ----- Tl= 6,0 LL>~-""--.£.>......~ HEAVY TRUCK TRAFFIC AREAS, 16" BASE 4" ASPHALT CONCRETE----- Tl=7.0 APN 212-13-37 UIL T" ~ DATE ~ CITY OF CARLSBAD I SHEETS I 1----+--+--------------t---t-------t---t---1 L__J{_j ENGINEERING DEPARTMENT 15 1----+--+--------------t---t-------t---t---1 1----+--+--------------t---t-------t---t----"1 PAVEMENT INDEX AREAS FOR, LIFE TECHNOLOGIES REC REPLACES SHEET ORIGINALLY SIGNED 2/18/10 l-l::_-_:.:11__:-1:::_0 +-'R"'-EC=-----+.LJ.>._:::M:::,:OD"'-lf.:...Y ..:c:DR.:,_lY:.::.EW::.:.A::...Y ..::ENc..:T:..:.:RY'---------+-::c:-:::::-t-:=::-:-i-;;-;c;c" :-t=:;-;c--1 OWN BY, -;.-sREss-C_ 1 INITIAL DATE INITIAL DATE INITIAL CHKD BY, ./LK REVISION DESCRIPTION RVWD BY JIB ENGINEER Of WORK I OTHER APPROVAL CITY APPROVAL 1 DATE PROJECT NO. DRAWING NO. PUD-09-02 462-7A ' 2 BAYFILTER™ SPECIFICATIONS PART 1.00 GENERAL I. 1 DESCRIPTION A. The BayFilter™ System's internal components manufacturer selected by the Contractor and approved by the Engineer, shall furnish all labor, materials, equipment and incidentals required to manufacture the BayFilter System oomponents(s) specified herein in accordance with the attached Drawing(s) and these specifications. B. Concrete structures and any appurtenances that form an integral part of the BayFilter™ treatment unit shall as describe in Section 2.lB of these specifications. 1.2 QUALITY CONTROL INSPECTION A. The quality of materials, the process of manufacture, and the finished sections shall be subject to inspection by the Engineer. Such inspection may be made at the pl.ace of manufacture, or on the worksite after delivery, or at both placea, and shall be subjtx--t to rejection at aoy time if material conditions fail to meet any of the specification requirements. If a Bay Filter System component(s) is rejected after delivery to the site, it shall be marked for identification and removed from the site. Any Bay Filter System Component(s) which have been damaged beyond repair during delivery will be rejected. 1.3 SUBMITIALS A.. Plan, elevation, and profile dimensional dmwings shaU be submitted to the Engineer for review and approval. The Contmc-tor shall be provided with the approved plan, elevation, and profile dimensional dmwings. PART ).00 PRODUCTS 2.1 INTERNAL COMPONENTS All components including concrete structure(s), PVC manifold piping, filter cartridges, flow spreader(s)/energy dissipator(s) shall be provided by BaySaver Technologies Inc., 1302 Rising Ridge Road, Unit 1, Mount Airy, MD (800.229.7283). A. PVC Manifold Piping: All internal PVC pipe and fittings shall meet ASTM Dl 785. Manifold piping shall be provided to the contractor partially pre-cut and pre assembled. B. Filter Cartridges: External shell of the filter cartridges shall be substantially constructed of JIO!yethylene or equivalent material acceptable to the manufacturer. Filtration media shall be arranged in a layered fashion to maximize available filtration area. An orifice plate shall be supplied with each cartridge to restrict flow rare to a maximum of 30 gpm. C. Filter Media: Filter media shall be by BaySaver Technologies Inc. or approved alternate. Filter media shall consist of the following mix. Sand media shall have an effective particle size of not more than 0.49 mm, it shall have an angular grain shape, a hardness of 7, be 99% silica, and not leach nutrients. The media shall also include a blend ofPerlite and Activated Alumina. D. Flow Spreader/Energy Dissipator: Shall be constructed of polyethylene or equivalent material acceptable by the manufacturer. 2.2 PERFORMANCE A. The storrnwater filter system shall be an oftlinc design capable of treating IOO¾ of the required treatment flow at full sediment load conditions. B. The storrnwater filter system's cartridge units shaU have no moving parts. C. The storrnwater treatment unit shall be designed to remove at least 80% of the suspended solids load. Said removal ahal1 be based on full-scale testing usiog SIL-CO-SIL 106 media gradation with a d50 of23 microns (manufactured by US Silica) or equivalent. Said full scale testing shall have included sediment capture based on actual total mass collected by the stormwater filtration system. D. The stonnwater filtration system shall reduce incoming turbidity {measured as NTUs) by 50% or more and shall not have any components that leach nitrates or phosphates. E. The stormwater filtmtion cartridge shall be equipped with a hydroctYnarnic backwash mechanism to extend the filter's lire and optimize its performance. Inlet flow shall be upflow. F. The storm\\'Oter filtration system shall be designed to remove a minimwn of 40% of the incomiog Total Phosphorus (TP) load. G. The storm\\'Oter filtration system's cartridge units shall have the following minimum flow and sediment load capacities· Desi-Mow -r BFC-=m Nominal Treated Sediment L,iad for 841'1'0 Sediment Removal-Lbs 23 200 20 250 ~ 15 300 2.3 PRECAST CONCRETE VAULT COl'v!PONENTS A. Precast Concrete Vault: Shall be provided according to latest revisions of ASTM C478, C858, and C1433. Precast concrete vaults shall be manufactured by an NPCA certified plant and shall be provided by BaySaver Technologies, Inc. R. Vault Joint Sealant: Shall be Conseal CS-l02 or BaySaver approved. C. Doors: Doors shall have hot-dipped galvanized frame and covers or BaySaver approved. Covers shall have <tiamond plate finish. Each door to be equipped with a recessed lift handle and a locking latch with hold-oown bolts. Wrench to be provided for each set of doors, upon request. Doors shall meet H-20 loading requiremeats for incidental tmffic at a minimum. D. Frames and Co"""3: Frames and covers shall be gray cast iron and shall meet AASH1D H-20 loading requirements or BaySaver approved. E. Ladders: Ladders shall be constructed of aluminum or steel reinforced copolymer polypropylene conforming to ASTM D-4101. Ladder shall bolt in place and be equipped with a pnll-up ladder extender that shall extend a minimum of 24 inches above the top rung of ladder. Ladder shall meet all AS1M C-497 load requirements. F. Steps: Steps shall be constructed of copolymer polypropylene ccmforming to ASTM D-4101 or BaySaver approved. Steps shall be driven into preformed or drilled holes once concrete is cured. Steps shall meet the requirements of ASTM C-478 and AASHTO M-199. SEQUENCE OF OONS1'RUCTIONAHD INSP,..,. '"-""'S CHtCK-OFfIISTFOR PRE00-T -~ltivn--... "' Geatectrica'. Er'Q!neer VAU.TBA'fPUERS _ lmis;s o ... !oit!all Date 1ntt-Dot• Pre.( '.i:l>lo::tmctiun-Mecti11g.· l..::-:nrv=i.1i,)n, ilnd S,1fotv lkl-ie>.v X X X . ---------·· ·-··--···--··············-· f·'.xc,watc ,m hut:, pru1'1di~-anp i<bet_1ill/-; am.I :-b,,1~ -~cccna:r} tcJ coatR/' -Y.:ith all fm:lcml state aru:t _local &af(:iv re.-..•l11ti£ms. X X }.,,_-vd tht· rnbgmdt-m "" pa~~r d1ci,1ti.;u. hrify th"' doc:yati<.:.u e1g!Ul.1.#: thl· l':tlllt dimc:1uinos, the invert ck-~'a1t':-,rn,~ 1111d '"'-' ~t( pfa:n~-.-\diun th, base ~in:~tc, i • n.::c_,;~~,10 X Ohm.in a-ppt>:,vati,f subpµ,Jc fann GeurecblJlC!ll E-1W fKa"la"(. On ~ooo ~ubgt:ad'-', ${,"f ~ 4 BavFiln-rT~ -~r Yau\:, X ---- 5 flto;-cl,, llt<: h:-td J,t!.!0 dn ;ff-iu,,1 of du· nroc;ast y::iult. X X 6 l~tilll-tb,. ]?-\'('. ,;;q.lt"k:t lfflUl.ni t(,ki Jltl(lct11kt clwnbc:r H'!."oc·m. X X 7 I1~1illl th<.: ·py1;; <:YD~kt ...;..,,_. 11,td_ irutr t'\~-i,dllvFilwrT'd \';\lilt. X X a JM1·/!II thi· :rrtc.;,,-~, di$J1i"."·•tt)r/lt"t'~J ""'tcaclcr at tbe inlet ,.,;.n '· X X Sftt:r th.:, Mk is llt:libilh:e..1. rem,wC' :\fl'/ accumu1nTe(l ~tditoont ,_:ir ;;Jebri~ &r,m !:he v:11;ult $ tni<l 1m.:tc.:U the Ba\;Ftlter'""' w1n,1.,e,"1:.-1'rl:$ta.ll-tbl tr.m ~bb anJ accc-s:::;. h:rtch. X X ,a h·m,r li1~11e,.;6m1. X X BayFilter™ Maiotenance A. The BayFil\erTM system requires periodic maintenance lo continue operating at the design efficiency. The maintenance process comprises the removal and replacement of each BayFiJterTM cartridge and the cleaning of the vault or manhole with a vacuwn truck. BayFilter™ maintenance should be performed by a BaySaver Technologies, Inc. certified maintenance contractor. B. When a BayFilter™ system is first installed, it is recommended that it be inspected every six (6) months. When the filter system exhibits flows below design levels the system should be maintainm. Filter cartridge replacement should also be considered when sediment le•els are at or above the level of the 4" collector pipe to the maoifold. C. General Maintenance Procedure I. Remove the manhole covers and open all access batches. 2. Before entering the system make sore the air is safe per OSHA Standards or use a breathing apparatus. Use low 02, high CO, or other applicable warning devicea per regnlatory requirements. 3. Using a vacuum truck remove any liquid and sediments that can be removed prior lo entry. 4. Using a small lift or the boom of the vacuum truck, remove the used cartridges by lifting them out. Use the trolley system lo remove cartridges when applicable 5. When all cartridges are removed, remove the balance of the solids and water; then loosen the stainless clamps on the Fernco couplings for the manifold and remove the drain pipes as well. Carefully cap the manifold and the Fernco's and rinse the floor removing the balance of the collected solids. 6. Clean the manifold pipes, inspect, and reinstall. 7. Install the exchange cartridges and close all ccvers. 8. The used cartridges must be sent back to BaySaver Technologies, Inc. for exchange/recycling aod credit on undamaged units. 2.4 CONTRACTOR PROVIDED COMPONENTS Specifications for all contmctor-provided components are minimum requirements. If a higher standard is shown on the plans or described in another section of the technical specifications, then the higher standard shall govern. A.Sub-Base: Sub-base shall be s:ix-inch minimum of¼-inch minus rock, 95% compaction. Compact undisturbed sub-grade material 95% of maximum density at +/-2% ofoptinmm moisture content. Unsuitable material below sub-grade shall be replaced to engineer's approval. B.Concrete: Concrete shall be 3000 psi minimum at 28-day strength, '!.-inch gravel, 4-inch slump maximum, placed within 90 minutes of initial mixing. C. Silicone Sealant: Shall be pore RTV silicone conforming to Federal Specification Number TI S001543A or TT S00230C or Engineer approved. D.Grout: Shall be non-shrink grout meeting the requirements of Corps of Engineers CRD-C588. Specimens molded, cured and tested in accordance with ASTM C-109 shall have minimum compressive streogth of 6,200 psi. Grout ahal1 not exhibit visible bleediog. E. Backfill: Bad.fill shall be ¼-inch minus rock at 95% compaction. PART 3.00 EXECUTION 3.1 PRECAST CONCRETE VAULT A. Vault top finish grade shall be even with surrounding finish grade surface unless otherwise noted on plans. B. Contractor ahal1 grout all inlet and outlet pipes flush with vault interior wall. C. Sanded PVC fittings shall be used on all PVC inlet and outlet pipes. D. The contmctor responsible for inspecting and/or completing installation of flow spreaders/energy dissipators. 3.2 ANTI-FLOTATION BALLAST (Where Required) A.Ballast shall be to the dimensions specified by the engineer and noted on the data block. Ballast shall run the entire length of the long side of the van It, both sides. Ballast shall not encase the inlet and/or outlet pipiog. Provide 12" clearance from outside <tiameter of pipe. 3.3 CLEANUP A.Remove all excess materials, rocks, roots, or foreign material, leaviog the site in a clean, complete condition approved by the engineer. All filter components shall be free of any foreign materials including concrete. 3.4 F JLTER CARTRIDGES A.Filter cartridges shall not be installed until the project site is clean and stabilized or if the inlet and outlet pipes are temporarily blocked off. The project site includes any surface that contributes storm drainage to the BayFilter. All impermeable surfaces shall be clean and free of dirt and debris. All catch basins, manholes and pipes shall be free of dirt and sediments. 3.5 STORMWATER FILTERING SYSTEM SYSTEMS INSTALLATION NOTES A. Contractor to strictly follow the approved design and construction specifications. Any substitutions are to be pre-approved by the inspector and design engineer in writing prior to placement of materials. B. The stormwater filtration system(s) may not be activated until all contributing draioage areas to each facility are stabilized. Construction of the facility shall not proceed without prior authorization of the inspector. C. No "rock dust" can be used for sand. D.Unles.s otherwise noted, all poured in place concrete shall be 3500 psi at 28 days. E. Contact "Underground Service Alert" at 1-800-227-2600 at least 4~. prior to the start of construction. • 3.6 CONCRETE A. Concrete shaU be provided acccrding to the latest revisions of local governing standards for this type of construction. PART 4.00 EXECUTION 4.1 INSTALLATION A.Installation of the BayFilter System(s) shall be performed per manufacturers Installation Instructions. Such instructions cao be obtained b~~ calling BaySaver Technologies, Inc. at 1.800.229,7283 or by login to www.BaySaver.com<http://www.BaySaver.com> . 18" INLET INV=230.85 6' FILTER INLET 96 H ,· • ,. ' ... '•• • •:• • ,, ,, . , ' • '•' ~ • • 18" INLET INV=230.85 • •• j' "II' '& 24' F&C • : '• . . .. ... .. . ' . . •' . . ' . ... 24" OUTLET INV=228.05 60' DRAINDO'w'N MODULE 36'x48' HATCH RIM=236,72 84' . . ·• . . ' .. • .. • ,', ' •, -''' .... ' . 0 24' F&cC RIM=236,72 ,• . . ' . ..... BYPASS 'w'EIR ELEV=23L05 0 .. • '. ,,i'• ..... '. . ' ,. •., ' . ... .. INLET • BAYFIL TER CARTRIDGE CTYP OF 4) -----,---72•----~~ VIEW 4 36x48 HATCH FILTER INLET & FLOOR INV= 228,05 STEPS 4' PVC FILTER OUTLET 24' FRAME AND COVER OUTLET PIPE PLAN ' . •• ... '-• ... ' .. 0 .. • •'• . • :, ..... \ OUTLET PIPE SECTION A-A BA YFIL TER VAULT MODEL PVF-6-8-4 (SERVES PUD 09-02 ' .... • 'f : .. ~ '., . .. . .... . . . . 36' FRAME ND COVER TROLLEY 6' □RIFrCE FILTER INLET INLET PIPE NOT TO SCALE 36' FRAME &. COVER DR 36'X48' HATCH ELEV, VARIES .'i ., ' . 4' FRAME 8. COVER ELEV, VARIES BYPASS PLATE OUTLET EIR IJALL □IL SEPARATOR BAFFLE 'w'ALL 4' PVC FILTER OUTLET 6' FILTER INLET LA PLAN VIE\/ SECTION VIE\/ BA YFIL TER VAULT MODEL PVF-6-12-7 (SERVES PUD 09-02A) NOT TO SCALE ENGINEER OF WOR H. REX HANSEN R.C.E. ~026027 DAfE ,,,.,,, DATE 11/JtJltJ) DATE --+---+---l LJTI CITXGIN2!NG ~i\\~~~AD f---t--+----------------t----+--+----t----1 SHEETS 15 GRADING PLANS FOR: LIFE TECHNOLOGIES AP;,;; W-51; ll.U SEN7ic!VIL ENGINEER 'PE 41204 EXPIRES 3/31/11 ~ OWN BY:~=~- CHKD BY: JLR RYWD BY: JLR PROJECT NO. PUD-09-02 DRAWING NO. 462-7A I FILTER FABRIC (WHERE REQUIRED BY ENGINEER) FINAL FILL MATERIAL (PER PROJECT SPECIFICATIONS) TAAFF~.\NSTH.LATION ( t t t RIM ELEV• PER PLAN . ,.. . . . II I (FLEX HPVMT) (RIGll PVMT) (G~ AREA) -----~:~;;~~::::::~~·~-~···~-~·=S::"_--;t-t~~;;;*;;~~~~~:~~;~ ~-------'------1 '.l¼JtJ CLASS I OR II MATERIAL Pl.ACED AND COMPACTED IN ACCORDANCE WITH ASTM 02321 IN PIPE ZONE NOMINAL DLt.METER 12" (300MM) 15" (375MM) 18" --+----tt- X ~'!'!''.": ·~~ d.,,,-EARTH -;i_il~ .\;;i?f~ I ..• -~ -.:J:; .• _ ',t:.ci[J._,.,_;,,-__ .: ;,.~'.{;, _ !-,-_ , _,t';t--,.,'::::i!~'.lflc-;:...,,;,1· ·'"''T/':::\·:~q~ ~ , ,,A.,,,t .,,,..,, a·---~, .::::l!.:.;:.:;1!~.,_-,,,-::,,,.-"'",=,= ., , ._-,::,,~c.cf.:'.- c---~ li~;:•;,.;1' ,<:CO< ·-',,...:~-:""• -~•o·• ·:~o.i}-,J::5,-l!,'-;:;c;.c,-,,--'-";---·-.-l','-~·,\":.C·/}\.·1 sul,:'ABLE BEDDING (CLASS I OR II MATERIAL) "" =4"MIN, FOR 12"-24"PIPE FOUNDATION ~ 8" MIN, FOR 30" -80' PIPE NOMINAL TYPICAL TYPICAL SIDE MIN.H MIN.H MAX.H" 0.0. SPACING "C" W!J.L "X" (NON-TRAFFIC , (TRAFFIC) 14.5" 25.4" 8" 12" 12" 8' (308MM) (045MM) (203 MM) (292 MM) (292MMJ (2.4 MJ 18" :ze.r 8" 12' 12" &' (467MM) (734MM) (203 MM) (292 MM) (292 MM) (2.4 MJ 21· 33.11" II' 12" 12" 8' 1 UNDISTURBED I ~H RISER PLAN VIEW r CI..ASS I OR II MATERIAL PER ASTM 02321, LATEST EDITION, COMl'IIICTED IN MAX. 8" LOOSE LIFTST095% MIN.OF MAX. SPD ) FRAME & GRATE/SOLID COVER r (SEE NYLOPI.ASTTHIS DETAIL) REFER TO CROSS-SECTION (440MM) (1533 MM) (8112 MM) (2Z9MM) (292 MM) (292MMJ (2.4 M] 28" TRAFFIC INSTALLATION I FOR COVER HEIGHT NON-TRAFFIC INSTAI.LATION1 DETAILS 24• 40.r 10' (IIOOMM) (711 MM) (1034 MM) (254MM) 30" 38" 53.1' 18" (750MM) (914MM) (1347 MM) (457 MM) .. 38" 42' 83' 18" (900MM) 1067 MM) (11100 MM) (457 MM) ... 42' 4&' 71.9' 18" (10!50 MM) (1219 MM) (1828MM) (457MM) 12' 12" 8' (292MM) (292 MM) (2.4 M) 12" 12" 8' (292 MM) (292 MM) (2.4 M) 12" 12' 8' (292 MM) (292MM) (2.4 M) 12' 24' 8' (292 MM) (610 MM) (2.4 M) NOTE, UNDISTURBED EARTH -1,, w w w w , 'z:t% ""TI~iii:Ar; ~l:~ ~ ~;- 24" CORRUGATED HOPE RISER ~llflll-n-n-nr'-f-r □LATEPW. 411" 54• 78.5' 18" 12" 24' 8' REFER TO STRUCTURAL CALCULATIONS IN FILE (1200 MM) (1372 MM) (1994MM) (457MM) --·· --·~--. 80' er 110' 111" (292 MM) (610 MM) ... 12' 24' (2.4 M) 8' FOR FILL DEPTH EXCEEDING 8-FEET AND FOR FIRE TRUCK LOADING • (1500 MM) (1702 MM) (22811MM) (fflMM) (292 MM) (610 MM) (2.4 M) -•s-•• ' MAXIMUM Fill HEIGHTS OVER MANIFOLD FlmNGS. CONTACT MANUFACTURER'S REPRESENTATIVE FOR INSTALLATION CONSIDERATIONS WHEN COVER fYCfFOS "-FT. ""80" SYSTEMS REQUIRE CLASS I BACKFILlAROUND ALL FITTINGS. NOTES: 1. ALL REFERENCES TO CLASS I OR II MATcRIALARE PERASTM 02321 'STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS N¥J OTHER GRAVITY FLOW APPLICATIONS'. LATEST EDITION. 2. ALL RETENTION AND DETENTION SYSTEMS SHALL Be INST1'J.LED IN ACCORDANCE WITH ASTM 02321, LATEST EDITION AND THE ~UFACTURER'S PUBl.19H£D INSTALLATION GUIDELINES. 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM 02321. 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY Be USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. 5. FOUNDATION: WHERE THE TRENCH SOTTOM IS UNSTABLE. THE CON'TMCTOR Stl!J.L EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL.AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT l1iE DISCRETION OF THE DESIQN ENGINEER, THE TRENCH BOTTOM MAY BE STA8IUZED USING AGEOTEXTILE MATERIAL. 5620 FKIARS ROAD SAN Dl~CO, CA 92110 619,291.0707 (FAX)619.291.416S J-15767 rlck•n,I r,eerlnf ,com Sa.n DleiO 8. BEDDING: SUITABLE MATERIAL SHALL BE ClASS I OR 11. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED SY THE ENGINEER, MINIMUM BEDDING THICKNESS SHAU. BE 4" (100mm) FOR 4"-24" (100mm-800mm); 8" {150mm) FOR 30"-60" (750mm-QOOmm). 7. INITIAi. BACKFILL: SUITABLE MATERIAL SHALL Be CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 8" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL Be INSTJ,J.LED AS REQUIRED IN ASTM 02321, LATEST EDITION. 8. COi/ER: MINIMUM COVER OVER!J.L RETENTION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12' UPTO 38' DIAMETER PIPE AND 24' OF COVER FOR 42" -80" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE l'IIIVEMENT OR TO TOP OF RIGID PAVEMENT. MAXIMUM FILL HEIGHT LIMITED TO 8-FT OVER FITTINGS FOR STANDARD INSTALLATIONS. CONTACT ASAI.ES REPRESENTATIVE WHEN MAXIMUM Fill HEIGHTS EXCEED 8-FT FOR INSTAUATION CONSIDERATIONS. 6. BEDDING: SUITABLE MATERIAL SHAU. BE CLASS I OR II. THE CONTRACTOR SHAU. PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED SY THE ENGINEER, MINIMUM BEDDtNG THICKNESS SHALL BE4' (100mm) FOR 4'-24" (100rnm-l00mm); 8" {150mm) FOR 30'-eD" (750mm-ll00mm}. 7, INmAI.. BACKFILL: SUITABLE MATERIAi. SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN S" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATlON FOR MATERIAL SPEClFICATION TO ENGINEER. MATERIAL SHALL BE INSTAI I ED AS REQUIRED IN ASTM 02321, LATEST EOITIOH. 8. COVER: MINIMUM COVER OVERALL RETENTKlNIDETENTION SYSTEMS IN HON-TRAFFIC APPLICATIONS (GAASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADOITIONAL COVER MAY Be REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12' UPTO 38" DIAMETER PIPE AND 24' OF COVER FOR 42' -80' DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID 1'111\IFMENT. MAXl,IUM Fill. HEIGHT LIMITED TO B-FT OVER FITTINGS FOR STANOARD INSTAUATIONS. CONTACT ASAI.ES REPRESENTATIVE WHEN MAXIMUM FILL HEIGHTS EXCEED 8-FT FOR INSTALLATION CONSIDERATIONS. CLASS I OR II MATERIAL PER A5TM 02321, LATEST EDITION, COMPACTED IN MAX.. a• LOOSE LIFTS TO 115% MIN. OF MAX. SPD UNDISTURBED EARTH _/ CLASS I OR II MATERIAL PER ASTM 02321, LATEST EDITION, COMPACTED IN MAX. 8' LOOSE _/ LfFTS TO 9!5% MIN. OF MAX. SPD {STANDARD PROCTOR DENSITY) SECTION A-A SECTION B-B BEDDING (CLASS I OR II MATERIAL) = 4' MIN. FOR 12" -24• HOPE PIPE = 8" MIN. FOR 30"-«l' HOPE PIPE ......_..,□LATEIW. BEDDING (CLASS I OR II MATERIAL) = 4' MIN. FOR 12" -24" HOPE PIPE = 8" MIN. FOR 30'-80" HOPE PIPE • LOAD BEARING CONCRETE COLLAR SH!J.L Be CONSTRUCTED IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER. i-----------------103.5' ---------------__.., >-----------------100.5' -----------------1 1-----------:::,-----92.5'=-------;::::,-----=--1 TRENCH BILL OF MATERIALS TH~ C~T, ~ OUJW~IEl\:kil]Tra HEf\ ~ ~ INTENW, T~ Bl A C~P~RH~c\1f MAfERIAL LI\T EXT N S, N T LI EN, AY E SS Y TO C LE E HE C S U OF HE SYST M, ITEM QTY. PART• 1 1 MANIFOLD 1 2 1 '1852AN65BC 3 1 48514N65BC ◄ 1 4898AN658GC 5 1 4898AN65BGC_ 1 6 1 4852AN65BC 7 1 48514N65BC 8 1 4898AN65GGC 9 5 STICK 1 10 5 STICK 2 11 20 4865-00201B ~1"31TJ UC~ll.,, ( COMPACT!'!? f{) 95!, il~PROCT:lR OENS IT\') DESCRIPTION MATERIAL VEr,[)OR 48" SINGLE MANIFOLD TEE HOPE ADS ◄8" DOUBLE MANIFOLD TEE HOPE ADS 48" SINGLE MANIFOLD TEE HDPE ADS 48" X 90" MANIFOLD BEND HOPE ADS 48" X 90' MANIFOLD BEND HOPE ADS 48" DOUBLE MANIFOLD TEE HOPE ADS 48" SINGLE MANIFOLD TEE HOPE ADS 48" X go• MANIFOLD BEND HOPE ADS 48' PIPE STICK I SOLID HOPE ADS 48" PIPE STICK , SOLID HOPE ADS 48" PIPE STICK I SOLID HOPE ADS Nl\.OPi.Ji.Sr ftwM: AfD GRAn:,souo COVtR // <FOR FBUOo\OIIIG OON!ll110N~l Yl / NOS-TMe~C 't' y 'f j; t' :}1fri}:·r:1);Lf?Jlrr~T ft RISER. DETAIL r..:i~ ~A...-.R: D£00tf'1G NOTE SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL WTIB If~/•• DATE 11/JtJ/ro [ SPECTOR r DA tE fSHm7 CITY OF CARLSBAD I SHEETS I 1-----.---1----------------1----+--+----t---l LJ1_j ENGINEERING DEPARTMENT 15 1----1----+----------------t----ii----r----r----1 3-17-10 REC DATE INITIAL El'IGINEER Of IORK REVISION DESCRIPTION DATE [NITIAL DATE !N[T[AL OTHER APPROVAL CITY Al'f'ROVIIL CRAD[NG PLANS FOR, LIFE TECHNOLOGIES DIIH BY: REC CHK□ B'h ii RVWD BY, _ PROJECT HO. DRAWING NO. PUD-09-02 462-7A RICK 5620 FRIARS ROAD SAN DIEGO, CA 92110 bU.291.0707 (FAX)619.291.4165 J-15767 ri c.ken gin e e ring.com . verside • OrilnS:•-San lulli Obl5Po • Bilkersfield-Sarra.me~ -Phoenix -Tuci;on , \ I ~767'-! f1Ei"1.Pgrd\PHAS~,c,Phooe.C.CC\ 1576T .[)g1 ~.cc. <l~n , .,r,. , lt,' ·1r-t ,.c ··., ·'I -,1·••·,i,, r:.,,,, 1 ,., ;wnc· wn~1 • .,r,~<141\prr;i 111i;,; t' r.1wD)t1;h1,.;?~0'L ';;l.h 1pl9t\t{ar r.,~l<Jij_;: Q'J~ Sil, ,;,!.'n 3/4" THICK GALVANIZED~ REMOVABLE STEEL DETENTION PLATE 1"'-G~ ~0---I I.I V' w I-<C ... , . 8"x12" CONCRETE WALL ½" THICK GALVANIZED STEEL REMOVABLE DETENTION PLATE · ~ .• , ~ 1+------1 ___ _ ___ _,4'--'.0_' ____ _ ~ ... -. ! FL 238.68 . . . 1" , . . . . . ..... · , . ~~t"-::,; ~~ F t~I~ SIZE AND SLOPE () • 111 ~I 1,. . .,,, ) ... + rn {SLOPE PER PLANI ) ..J (l. ts -· . PER PLAN ? C "" " FLOW I FLOW . II\ d a" " l ~ "I'-... . :f ,2,R': '-~ ~ ' '/ ;:: ~~ c I I I --!.-_.·: .. :'.JI. ·~ . -d,_a·,"' . MODIFIED TYPE A-8 STORM DRAIN CLEAN 3 #4 (Vl-PER REGIONAL STD D (l. OUT WG. D-9 ;:: z w I-w 0 w ..J "' <C • > "'0 N:::E 'w ... r:r. . . . ... . . . . . . . . • = >-.,,_ PLAN VIEW ..J w w I-.. . . . "' . . MANHOLE FRAME AND COVER PER M-3 8 N z <C . . . > ~ ~ I ?' FINISHED SURFACE ,, .. -/! ..J <C FLO'II .. re, "" = r-r- h.., ' ' ' ' ~ ~ ~ '-.,. • ' . --1 ~ -< 5" TYP •• 14----- ..,, 2 #4~ /2 •4 .... ~·-,;.:..: :.;.&. ·e1, , . ' ... :c ... l 3' 2' 3' r p '~l I -., :::i; r b ·--'" I -'-- ~ 11 I r ·.· . ) ~ . ~ ,_ . ..J -9-r ~ (l. ' .· ;j-i z I STEPS PER • Q ,o • I-~ STD, DWG, D-11 .,,z I -NW I •I--I '--"'w I r ~o 11 ' 10 "'w L J ~ "l.., I "'""' .I <C > '-r-r 0 . ,' a:: :::i; 'f w w (l. 2¾0 r:r. -•· ·. ' w~ ~ II I !:, ..J L J ~ "' (l. 2' ' • _a.;:~ • , .... ~~ -'f-: '' . ' ·--=--·.-- J-...::·'' ·~~-.. -~•.;_• 8" ~ ~ 3.33' 4' TYP B' 'v = ELEVATION SHOWN ON PLANS SECTION F-F NOT TO SCALE -! 2"MIN 6" f I'-' TH '7 ', L ------- ' 5" TYP\ STEEL REINFORC ¥-' ~ :j . ,· t -: _-:. 1 · "• '.• I r I ~ 8' CONC WALL TYP. W/"4 @ a• QC EA WAY (f'c=3000 psll I r I L I a:: w I (l. !1-j ~(l. FLOW ./ J. ,:,: 8" TYP NOTES, 1, COAT ALL WELDS WITH GALVANIZED PAINT AFTER FABRICATION. 2' 2, BOLTS SECURING DETENTION PLATE, SHALL BE GALVANIZED AND REMOVABLE SO DETENTION PLATE CAN BE REMOVED. 3. SEE REGIONAL STD DWG D-9 FOR DIMENSIONS OR DETAILS NOT SHOWN. MODIFIED A-8 CLEANOUT/ <.!) ~ , . z . . . <C ..J (l. (l. SECTION G-G A-8 *2 NOT TO SCALE ENGINEER OF WORK CK ENGINEERI CO. 0 DETENTION STRUCTURE DETAIL (PRIVATE) \::::_} NO SCALE )Ir,. I·· DATE REV! ED BY, f-----+---+------------1---------1--~--1----l-------l fSHm7 CITY OF CARLSBAD I SHEETS I LJ.2.._j ENGINEERING DEPARTMENT 15 1----+--+------------~---+----+-~1------1-----1 GRADING PLANS FOR, LIFE TECHNOLOGIES 3-17-10 REC 1 CONSTRUCTION CHANGE NEW SHEET-SE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY1 REC CHKD BY, J\.R RVWD BY1 .11 ft. PROJECT NO, DRAWING NO. PUD-09-02 462-7A , I