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HomeMy WebLinkAboutDWG 411-3A; CT 02-14; BRESSI RANCH PLANNING AREA 6 UNIT 1; 01-07GRADING AND EROSION CONTROL PLANS: R/W 6o' R/W JO' JO' BRESSI CT RANCH PLANNING AREA 02-14, UNIT NO. 1 6 WORK TO BE DONE= • A STRJP 4• l«M-CONTIGUOOS P.C.C. SIOCWAI.JC 6° TYPE "G" CUR8 ,t GUTTfR (TYP.) 13' .5 'ARKIN 17' 10' TIIAl,ll 17' STRUCTURAi. SECTKM I TO 8£ DfTERMIWED BY SOILS ENGINEER (MIN. SECTION 4 • AC Ol'ER 6° AB) S£E S711££T NOit NO. 1 I STORl,f SEllER WAlER DRAIN (C-900) 1J' STRfETUGHT AS SHOIIH ON PLANS (TYP.) UNDERCUT PER SOILS ENGINffi?'S RECOMlt/EJIDA 1KM PUBLIC PROPOSED STREET i: . .w (r l l ),.., a, 11]/( LOT IIID1H (5' 11/N.) l CURB ,t GUTTER 60' Al l'ERTON DR/',£', DISCOl'ERY ROAD, TOPIARY S/Rl£T, /NGU:TONA'>£NUC TYPICAL SECTION, NO SCALE ·k 11« 1•s I o· 111H. REARYARD (r l S£18ACI( l 201' LOT IIID1H 1()/( LOT 1111)1H l {5' 11/N.) ),.., l -- 5' MIN. 1()/( LOT llf01H l (5' 11/N.) ~l~ I . -::ii -......._,,=5• (TrP.) 6' """· l l REARYARO SETBACK 20% LOT MID1H 10% LOT JIID1H (5' 11/N.) c. . -~, ~j···· ).·.'; ··r1=:.= . ~\ ·~11 ~ ·t ··1-t \\ \f,,' __ \ ,.'·'.;:/ ✓,----···-\ c-,t,.;y \\i\ J'. ~ \\J[{~r';; .:,:, , ,ll 1\ " .•. --- I .... 04-s\ ..Jc,=-16...J ! ' INDEX MAP SCALE: 1"=200' PORCH SE1BACK CURB ,t GUTTER _ ""'-',._R-5' (TYP,) PLANNING AREA 6 TYPICAL LOT DRAJNAGC NO SCAL.£ SOURCE OF TOPOGRAPHY TOPOGRAPHY SI/OM ON THESE PLANS WAS GENCRA 7m Br. f'IIO'frJGRAMfCTRY IIETHOOS FR<M INFORIIATKM GATH£1/fD ON, IIAY 11. 1996 BY SAN-LO AEli'IAL SUR~ AND BY MASS GRADING CONTOURS PfR 011(;. NO. 400-IM TOPOGRAPHY SHOIW HEREON CONfORIIS TO NATIONAL WIii' ACCURACY STANDARDS. IMPORTANT NOTICE SECTION -f216/4217 OF THE GOVERNMENT COO£ R£QU/RfS A DIG ALERT ID£NTIFICA TION NUMBER BE ISSUED BEFORE A "PER/1/T TO EXCAVATE" lllt.L l1E VAUO. FOR YOUR DIC ALERT 1.0. NUMBER, CALL UNDERGROUND 5£Ri,JC£ ALERT: nu FRff 1-800-422-41.JJ: TllO WORKING DA)S 8£FORC )W DIG. EAR11-IWORK F1U.: 27, DOD C. Y. CUT.· 27,000 C. Y. ROIEDIAL: 0 C. Y. ----1/IPORT jfXPORT: 0 C. Y. BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY IIElL ON ON CENTERLINE OF EL CAI.I/NO R£AI. LOCATION: COUNTY OF SAN DIEGO 8£NCHIIARK DES/GNA TION NO. RIB/JO 288+89EC El.EVA TION: J11.407 11.S.L DA TUii: N. G. V.D. 29 -~~~~--- SIREF:T SLOPf OWNERS CER11FICA TE I ('ti£) HEREBY CERTIFY 71/A T A R£GtSTERED SOILS ENG/N££R OR GEOI..OG/ST HAS 8£DI OR IIIU BE RETAINED ro SUPERVISE Oler-Ail GRADING ACTli,JTY ANO ADlfSE ON THE COMPACTKM AND -::;iatJC: "'5 S/1£ ,b-t,4 "DECLARA 110N OF RESPONSIBLE CHARGE" I HEREBY D£CLAR£ 7HA T I A/,# 7HE ENGINEER OF WORK FOR 7HIS PROJECT. 7HA T I HA VC EXERCISED RESPONSIBLE CHARGE O\£R TH£ DESIGN OF 7HE PROJ£CT AS DEFINED IN SECTION 670J OF 7HE BUSINESS AND PROFESSIONS CODE, AND 7HA T 7HE DESIGN IS CONSISTENT W/7H CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PRD.ECT DRAWINGS AND SPFCJF'/CAT10NS BY TH£ CITY OF CARLSBAD DO£S NOT R£L/£VC ME, AS ENGINEER OF ~ OF MY R£SPONSIBIUT1£S FOR PROJECT DESIGN. F1Rtl: PRO.ECT 0£SIGN CONSULTANTS ADDRESS: 701 8 STR££T, SUITE BOO CITY, STA TE: SAN DIEGO, CALIFORNIA TEL£PHON£: (619) 2J5-647I ar:JA~ h,Q•!.. GREGORY /,#. SHIELDS R.C.E. NO. 42951 ---------------REGISTRA 110N EXP/RA 110N DA TE: __ O~J/~3_1~/04 ___ _ DA TE: 2.·ll •tJ9 t ~ '\ ' I I I , I C I I \( I I NOMI PROJECT SIT£ VICINITY MAP NOT TO SCALE SO/LS ENGINEER'S CER11FICA TE= ,. w:/C.. ... t).01.-f.,. ~t.A,,..c.. .-1 REGISTERED Cl\ol. ENGINEER OF 1HE STA TE• OF CALI NIA. PR/NC/PALLY DOING BUSINESS IN 1HE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY 1HA T A SA/IPL/NG AND STI./DY OF THE SOIL CONDITIONS PREVALENT l+ITHIN THIS SITE WAS IIAOE I~ OR UNDER IIY DIRECTION BET'lfffN THE DA TES OF ~ w-'I. 20& AND J-.~~ 20..Q!L 7IIO (2) COI.IPLETE COPIES OF THE SOILS REPOR COIIPfl.fD FROM THIS STIJDY, llf1H MY RECO/llr/ENDA TIONS, HAS 8££N SU8Mif7£9 }I THE OFRC~,flHE CITY ENGINEER. _-;~;. ~,-v·es SIGNED: iLA D.(2,L_ ,, .. , ~;.,-:.;-;:..'::'4~:- llfU..JAII DA WII ~ //-,(· _;JA " (J;:',f'.,'\ //,--.I .. -;-·d• \ ·-·.·. R.C.£ NO.: ~45=2=8J~---,-------- ~~ ---~-•_IZ_•_o_¥ ______ _ l/C£NSE EXP/RA 110N DA re --=09""/J0~/06~--- LEGAL DESCRIPTION ./(f,_~-1"" ii"! .•1..·_r~1 u·,·c;;··.\.·; ; '~ ·--· ··-----✓ , . -' '. '~I '~ ::~l! I~, --~----/.....,f, \' ... \ / ...... ;'/ \\ .J >," ". • • ' ·-. " \\. .,,, l.'\f'I~ •~\. " ''-'Yj'_-'--- -. <:t /f ~-~ ur ::~\_ •S ---:.-.... '-~;:-_,.- BEING A PORTION OF LOT 6 OF CARLSBAD TRACT CT 00-06 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 14600, ON 1HE FIL£ IN THE OFT/CE OF THE COUNTY RECOROER OF SAN DIEGO COIJN TY ON /IA Y 29, 200J OF OFRC/AL RECORDS. PRWECT LOCA 11ON THE IMPROVEIIEHT IIO'IK SHALL CONSIST OF THE CONSTRUCTION OF Ail CUTS AND ~ REMEDIAi. GRADING, DRAINAGE FACILITIES, EROSION CONTROl FACILITIES, AND PREPARATION OF AS-BUii. T PLANS. AS-BUit. T GEOLOGIC MAPS AND REPORTS, All. AS SHOIIH OR Rf QUIRED ON 1HIS SET OF Pl.ANS AND 1HE CITY STANDARDS, SPECIFICATIONS. REQU/RDIENTS, RESQ.UTIONS AND ORDINANCES CIIW ON 1HESE Pl.ANS. THE 1/IPROVEIIFNT llURIC SI/AU BE PERFOR/IED IN ACCORDANCE Mf711 TIIE FDI.LO'IIING DDCU/IENTS, CIJRRENT AT 1H£ 71111£ OF COHSJRUCTION, AS DIRECTfD SY 1H£ CITY ENGINEER. I. CARLSBAD WHICIPAL COOf 2. CITY OF CARLSBAD STANDARDS .l 7IIIS SET OF PLANS 4. RESOLUTIONS NO. 5201, 5202. 520J, 5204, 5205, 5206, 5207, 5208 ,t 5209 DA 7£1> IIAY JI, 2002. R£SOLUTIONS NO. 5461, 5463, 5464 ANO 5465 DA 1fD OCTOBER 2,\ 200.l 5. THE STANDARD SPECIF/CA TIC/NS FOR PUBUC IIORKS CONS/RUCTION (GREEN BOOK) S. THE SOILS REPORT TITLED "SUPPLEMENTAi. GEO TECHNICAL INVESTIGATION FOR MASS GRADING, BRESSI RANCH. CARLSBAD, CA• PREPARED BY LEIGHTON AND ASSOC/A JrS DA 1EV MARat 14. 2001. 7. 1Hf SAN DIEGO AREA REG/ONAI. STANDARD DRA'MNGS AND AS IIAY 8£ 1100/FIED BY 11£ CITY OF CARLSBAD STANDARDS. DOCUMENT NO. 769JJ2. 4. ENVIRONllfNTAL. APPROVAL DOCUIIENTS DA 1ED 12/15/9& LEGEND: ITEM SYMBOL LOTMJIIBER --------------------CD PAD ElEVATION -------------------(Jou I PRD.£CTBOIJNDARY --------------------- PI.ANMII(; A/i£A BOUNIMRY - - - - - - - - - - - - - - - EXISTING CONTO/Af FINISH£D CONrot.Jlt ------------------ FINISHED SPOT El.EV. ------------------ DAYIJGHT UN£-- - - - - - - - - - - - - - ---- - ~Yll~Tro~TURM.----------------- RETAINING WALL----- --------------- -z,o- 259.0 _c_ F -IN.,.- CUT/FILL SLOPf--------------------='Q 2:1 L EXISTING TE/IP. DES/LTATION BASIN-------OS-,.------'.·:~'.:·:.::::.}4:~---:~:~·::.:.:r.: I ~: ; ' .. - --!'.· -... 8U,OCO SWALE--------------------····----- CONc. BROW DITCH - - - -----0-75, nFf 8-----,,,,,,,,., ,~_,, "·-" it's'! RP RIii' ------------0-40--------ail! EXIST. DA YLJGHT ro NA TIJRAL. -- - - - - - - - - - - - ----/ f--J f-- • DEHOTES CITY Of CMI.SBAD STANDARD DRAIIIIIG KEY MAP LEGEND THIS PRO.ECT IS LOCA 1£1) llfTH/N ASSESSORS PARCEi. NUMBER(S) 21J-OJ0-17 ,t 21J-OJ0-1/I NOTE: AU STANOARO DlfAIIIM': l'lvMWIS RfF£1f 70 SAN Dl£GO AREA Rt.QOHIOL STANDARD DRAIMGS UNLESS OTHERIWSE /NO/CA TED. I I J/0 PRO.ECT BOUNDARY SHEET LIIIITS THE CAL/FORNJA COORDINATE INDEX OF THIS PRD.£CT IS: 1990-6252 (I.AMBERT COORDINATES J#-1691) OWNER/DEVELOPER NM: BRtSSI GARDENLANt. LLC.. A OCLA WAR£ Llll/7£D LIABILITY COMPANY, AS OWNER SHEEI INDEX SH££T 1 ............................... 7171£ Sl/££T, KEY MAP AND NOJE'S SHEET t ............................. NOTES ll DETAILS SHEU J N.i 4 ................ GRA(J#(J Pl.ANS 0 --- SH££T NO. LOT/fCJ. 5£0 BY: LENNARANR CAIi/NO PALOl,Wf. LLC.. SH££T 5 .......................... EROSION CONTIIOI. DETALS AND STRfCT CROSS SECTIONS WA mt mJRIIDRAM S/litll LIGHT A DELAWARE" Llll/1EV LIABILITY COMPANY UABILITY COMPANY, ITS ADl,I/N/STRA Tl',£ IIEMBER Br. LENNAR HOMES OF CALIFORNIA. INC.. A CALJFORNIA CORPORA TKM, ITS WANM/Df 11wRE.SS: 5780 FLEET S/Rl£T SU/1£ Jae CARLSBAD, CA. B2aaB PHONE: (760} 918-7765 SH££T 6 AND 7 ................... EROSION CONTROl Pl.ANS REFERENCE DRAWINGS: NOTE: THE CONSTRUCTION OF lJNDER(;Rl]IJN[) FACll.lTl£5 SHAU WOT 8£G/N UNTIi. A L£T1E1l HAS 8ffN SU&//~ 1HE CITY EHG/NEER FR<M 1'£ ~ £HGIN£ER STATING THE 5£~ OU~ GRAD/Na IS CCl,IPl..£1£. s0!~"'-"'" ►t'!: INOUSTRIAL BAC1(80Nc IMPIWVfl./£NTS RESJDENTIAL. BACKBONE: IIIPROV£/JENTS RESIDENTIAL BACKBONE SroR/1 DRAIN IMPRO'-.£/IENJS IIASS GRADJNG r,g,.,, 4f1f>-. DIIG. NO. 400-6 DIIG. NO. 400-!C D.IIG. ND. 400-&I LEGEND FOR SDGltE TRANSF. RET. WALLS: /lfAXJ>4(Jj,f RE.UW/NQ 116'!.L Hl 16HT (TOP OF FOOTIN/1 TO 70P a' kL) MAX,HVl<I RETA/WIWG WAU HEIGHT E.lrPOSf:D (r!NISII GR001'1 TO TOP OF IIAU) 11.ETAI/IINQ WALL Wini LA8El5 OIi E'ACH CORNEll Fa!. TW AMII TF ( TOP OF WIW, 1t>P OF Foonll~ -•. - - - . H .. ,f. S' Hexp. =3.9' nv:,,1. !f . .,. 11'3:14-. .20 ~.20 llS.71> lf.334 20 PLANNING DEPAijTMENT APPROVAL IAA.:q.,,~-::001 t OAlE: f /t-/~'f- (SIGNED) MICHAB. J. HOLZMILLER, PLANNING OIRECTOlt ~ ~ OAlI: CJ1f!,,p,/df (SIGNED) RECOMMENDED BY: ~ iJJa,J,,n,-i PRINT NAME "AS BUtLr 1, ·A I G,-?1-"Z DAli: E~. tl) 7Jl•DI t----,c----t-~----------+---+---+---+---11 SH1EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARlMENT ;:GR==A==Dl=NG:;...::AN:::::::D~=. =Sl=ON=c=ON=TR::::Ol.==PLAH==s:::::::FOR:::::::::::::-=:===: PR.omcrDFslGN CoNSULTANIS BRESSI RANCH PLANNING AREA 6 PUii■■ • JIN".-n mu.• BNm D • Sta.WIFIOl'I 701 B Street. Suite 800, San Diego. CA 92101 6111-23S-4471 FAX 6111-234-0349 10·/0«, PDC AS-8/JILT I l/ll/04 l'DL &-1\J)()El) R£1~\\l\NG 11/'-LI, !'OR. ::U:,t, E DA TE INITIAL GINEER Of WORK RE'v1SION DESCRIPTION I APPROVED: LLOYD B.:w~:,rr . w' .~ ... ¥~ DATE INITIAL DATE INITIAL Dl'YN BY:~~~, CHKD BY· NiV D1HER APPROVA CITY APPROVAL RVWD BY: ~ • PROJECT NO. T 02-14 1 ~;;ftl-051 DRAWING NO. 411-3A J.N. 2401.06 ... -- C :e .... G) 2. ~ " ..a. ..a. I CA) l> GRADING NOTES: (IN ADDITION TO THE: R£QUIRE:ME:NTS OF CHAPTER 15.16 OF THE: CARLSBAD MUNICIPAL CODE:.) I. THIS PLAN SUPERSE:DES IJ.1. OTHER Pt.ANS PREVIOUSLY APPROVED BY TH£ CITY OF CARI..S8AD REGARDING GRADING SHO'M>I OH THIS SET OF PLANS. 2. APfflOVM. OF THIS Pf..AN DOES NOT L£SSEH OR WAI\£ ANY PORTION OF THE CARI.SIMD MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROV,4/., CITY STANDARDS OR OTHER ,ll){)ITIONAL DOCUMENTS LJST£D l/£REON AS THEY AIA Y PERTAIN TO THIS PRo..ECT. 1HC ENGINEER IN RESPONSIBI.E CHARGE SHIJ.1. REVISE THESE: Pt.ANS 'IIH£N NOH-CONF(RJ,IANCE IS DISCOl'ERED. J. CITY APPROVAL OF Pt.ANS DOCS NOT REl.l£\£ M Ofl£J..OPER OR ENQNEER-OF-WORK FROM RESPONSIBILJTY FOR Tl-/£ CORRECTION OF ERRORS AND OMISSIONS /JISCOVfRfD DURING CONS111UCTIOH. IJ.1. Pl.AN REVISIONS SHALL B£ PROMPn. Y SUSl,/ITTED 10 TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PfRMIT FROM THE CITY £NGfHf£R 111!.L BE REQUIIIEI) FOR ANY 11D'!K IN THE PUBLJC RIGHT OF WAY. PR/CR TO P£Rl,lfT ISSUANCE, A CER11F1CA TE: OF INSURANCE MUST BE RI.ED NAl,//NG THE CITY OF CARI.SBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S Pa.JCY IN THE MINIMUM A/,/0/JNT OF 11,000,000.00 FOR EACH OCCURRENCC OF LJABIUTY. THE: INSURANCE COMPANY YIRITIHG THE Pa.JCY IIUST HA\£ A RATING OF "A" AND A Sllf CA TE:GORY OF a.ASS V AS ESTABLJSHED BY "BESTS" KEY RA TING GIJ/0£. .5. UM.ESS fX£1,1PTED BY SfCTION 301.(b)S OF 7Hf UN/FOR/,/ BUil.DiNG CODf, RITAINING WALLS OUTS/I)[ OF PUBUC RIGHT OF WAY REQUIRE SEPARA 1£ PERl,//TS FROM TH£ BUIWIHQ D£PAR111E:NT. 5. NO IIOllC SHIJ.1. COMMENCE UNTIi.. IJ.1. P£RIIITS HA\£ BEEN C6TAINED FROM THE CITY AND OTHER APPRDPRIA 1E: AGENCIES. 7. APPROVAL OF 7'£SE: Pt.ANS BY 1Hf: CITY £NGfHf£R DOE'S NOT AUTHOmlf ANY llllRII' Olf GRADING TO 8£ PrnrORMED UNTIL THE PROPffiTY OIWER'S PERIIISSOI HAS 8£fN OBTAMED AND A VALJD GRADING PERJIJT HAS BEEN /SSIIED 8. NO REVISIONS IIILL BE /,/AD£ TO 7HESE PLANS IIITHOUT THE YIRITIDI APPROVAL OF THE CITY ENGINEER, N01£D l'tfTHIH THE REVISION 81..0CK, OH THE APPROPRIA 1E: SHITT OF THE Pt.ANS AND THE 1111.£ SHEET. 9. ORIGINAL ORA 'MNGS SHALL BECOtlE THE PRCffRTY OF TH£ CITY UPON BEING SIGNED BY 11£ CITY ENGINEER. 10. TH£ ORIGINAL ORA 'MHG SHALL BE REVISED TD REFI.ECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO AHAL ACCEPTANCE OF THC IIOllC BY THE CITY. II. ACCESS FOR FIR£ AND OTHER ElfERGeiCY ',£HJCLES SHALL 8£ MAINTAINED 10 THE PRO.ECT SITE: AT ALL TIMES DURING CONS1RUCTIOH. 12. WHER£ TRENCHES ARE IIITH/N CITY £AS£1,1£NTS, A SOILS REPORT COMPRISED OF: (A) SU/,/1,/ARY SHEET, (B) LABORATORY v.oRK SHEETS AND (C) COMPACTION CUR',fS, SHAil B£ SUBl,//T1£D BY PROFE:SS/ONAL ENGINEER OF THE STA TE: OF CALJFORN/A, PR/NC/PAil Y DOING BUSINESS IN THE RELD OF APPLJED SOCS l,/£CI/ANICS. TH£ SOILS REPORT IIILL BE SUBMIT1£D TO Tilt CITY ENGIH££RINC INSPECTOR WITHIN 00 (2) WORKING DA )S OF 7JE COl,/PLETION OF RELD TE:STS. 1.1 A SOILS COMPACTION REPORT AND COl,/PLJANCf ',£R/FICATION REGARDING ADHERENCE TD RECOMMENDATIONS OUTLJNED IN THE SOILS REPORT IS REQUIRED PRIOR TD 7Hf ISSUANCE OF A BU/WING P£Rl,f/T. ALL CONTROLLED GRADING SHALL 8£ DONE UNDE:R THE DIRECTION OF A PROFE:SSIONAL ENGINEER OF TH£ STA TE: OF CALJFORNIA PR/NC/PALLY DaHG BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS. ALL RlL OR FUTURE RLL AREAS SHAil BE CONSTRUCTED IN ACCORDANCE 111TH TH£ CITY OF CARLSBAD STAHDARO SPEC/RCA TIONS AND TH£ "EARTHWORK SPEC/RCA TIONS" ATTACHED TO TH£ PREl.1/,/INARY SOILS INVEST/GA TIOH. DAILY F1ELD COMPACTION REPORTS MILL BE SIJBl,IIT1£D TO TH£ PRO.ECT INSPECTOR. 14. A PRfCQNSTRUC1ION Mff7WG SHMl BE Hf!.D AT 1Hf snr PRIOR ro 1Hf B(Gli/MHG 0C IIWK AND SHAU 8£ ATTFNDED BY All REl'RESENTAUVES RESl'ONSIBI£ fOR CQNS1WIC11QIJ INSPECTION. SUPERVISION, TE:STING AND ALL OTHER ASPECTS OF THE l',ORK. THE: CONTRACTOR SHALL SCHEDULE THE 1,/ffTING THROUGH THE PERMIT CLERK (760-602-2780 EXT. 7J02) AT LEAST R\£ (5) v.oRKING DA l'S PR/DR TO STARTING CONSTRUCT/OH. APPRDW DRA IIINGS /,/UST BE A VA/LAB/..£ PRIOR TO SCI/EDULJNG. THE GRADING PERMIT IIIU. BE PROVIDED Br THC PRO.ECT INSPECTOR AT THC l,f££TIHQ. 15. ALL INSPECTION REQUfSTS OTHER THAN FOR PRECONSTRUCTIOH ll£E11NG 111.L BE "All" BY CAWNG THE ENGINEERING 24-HDUR INSPECTION REQU£ST UN£ AT (760) 4JB-J891. INSPECTION REQUESTS /,/UST BE RECEl',f/J PRIOR TO 2: 00 P.1,/. ON THE DAY BEFORE TH£ INSPECTION IS NEEDED, INSPECTIONS IIIU. BE MAD£ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERIIISE. REQUESTS MADE AFTfR 2: DO P.1,1. llllL BE SCHEDULED FOR 71K) (2) FULL IIQiK DAYS LA mt 11. THE: OH/f AND/OR APFUCANT THROUGH TIIE DnRCffl! AND/OR CONTRACTOR SHALL DESIGN, CONS11IUCT AND 1,/A/HTAIH All SAFtTY DEVICES, INCI..UD/NG SHORING. AND SHAU. BE SOLELY RESPONS/81.E FOR CONFORl,/ING TO ALL LOCAL, STA TE: AND FEDE:RAL SAFETY ANO HEAL TH STANDARDS. LAWS AND REGULATIONS. 11. THE Cl'.W71i'ACmt SHALL ~ TO LABaf Calf SCCTION 8705 f1Y svm.tlTTING A OCTAi. PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING TH£ ()[SIGH OF SHORING. BRACING SI.OPING OR OTHER PROVISIONS TO BE: MAD£ OF MJRKER PRDTE:CTQ FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRfNCHES OR DURING THE PIP£ INSTALL.A TIOH THEREJN. THIS PL.AH MUST BE PREPARf/J Fat Al.1. TRfNCHES R\£ FEET (SJ OR MORE: IN DEPTH AND APPROVED BY ff CITY ENGINWf AND/OR CONCERNED AGENCY PR/DR TO EXCA VA TIOH. IF llif e, AN VARlf:S fRQ/1 T/£ SHORING S:,SJEM STANDARDS ESTAB/ISHFQ BY ZHE CQNS1ffllC11QN SAFETY ORDERS. 1171£ I CAI IEORNIA AIJM/NISTRA llYE COQF llif Pl AN SHA11 Elf PflfPAl?EP BY A RfGISZfRfD ENGINEER AT THE CONTRACTORS EXP£NS£ A COPY OF TH£ OSHA EXCAVAIION PEJUT 111.JST BE SUBMIT1£D TD THE INSPfCTOR PRIOR TO EXCA VA 110H. 18. NO BLAS11HG SHALL BE PERFORMED UNTIL A VALJD BLASTING PERMIT HAS BEEH OBTAINED FROM THE CITY OF CARLSBAD. SU8"'/T APPUCA 110H FOR Bl.AST/NG PERMIT IIEI.L IN ADVANCE' OF THE SCHWULJN(. OF BLASTWG CffRA TIOHS. 71. IF ANY ARCI/AEOI.OGICAL RESOURCES ARE DISCO't£RED IIITHIN ANY IIOllC AREA DURINO CONS111UCTIOH, OPERATIONS IIILL CEASE /1,//IEDIA 1El. Y, AHO TH£ PfRtllTTEE: IIILL NOTIFY 7Hf CITY ENGINEER. OPERATIONS IIILL NOT RESTART UNT11. TH£ PfRMITTEE HAS RECE/\£D NMITTfN AUTHORITY FROM THE CITY ENGINEER TO DO 5a. 20. IJ.1. OPERATIONS CONDUCT£D OH THE SITE: OR ADJACENT ~TO, INCI..UD/NG WARMING l.f', REPAIR, ARRIVAL. DEPARTURE DR OPERA TIOH OF 1RUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AHO ANY OTHER ASSOC/A T£D GRADING £QUIPl,l£HT SHALL BC Lll,I/T£D TD THE PERIOD BETWffN 7: 00 A.1,1. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR Gl?ADING OPERA 1/0NS SHALL BE CONDUCTE:D ON it££KENDS Olf HOL/OAYS. (A UST OF Cl1Y HOUDArs IS AVA/lA81.£ AT THE ENGIHEERfHG DEPARTlltlENf COIJN1£R.) BENCHMARK DCSCR/PT/at BRASS DISK IN ~ IN A STANDARD SIM\£Y IIEll 0# ON GEN TE:RLINE OF EL CAMINO REAL LOCATl!M: COUNTY Qf $AN DIEGO B£NCH!,IARK D{S/GNA710N NO. R18(){) ?Rll_,.Rff"(; ELEVATION: J11.407 JI.S.L DA TUM:_-"-N"-'.G."-V."'.D."--=29=----- r-\Engr\2407\PA6\Grd\2407.5grd02.dwg n/07/20C4 ]8·41: !d /iM I'S/ GRADING NOTES (conU 21. ALL OFF-SITf HAUi. ROUT£S SHALL 11£ SVBIIIITTED IIY THE CONJRACTOR TO ff CITY £NCIN£ER FOR ,PPROVM. TIK) (2) FUU IIOilCM DA'l'S PflKJlf TO BEGINNING OF l'IURK. 22. IMPORT 1,/A TERIAL SHALL BE OBTAINED FROI,/, AND WAS1£ MATER/AL SHALL BE DEPOSITE:D AT, A SITE: APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONS/BL£ Fa! ANY DEBRIS OR DAMAGE OCCURRINC ALONG THE HAUi. ROUITT al ADJACENT STRffTS AS A R£SUI.. T OF THE GRADING OPERA 110N. 2J. BRUSH SHAU. BE REMOVED OHi. r l',fTH/N TH£ AREA TO BE: GRADED. HO TREES ARE 10 BE REMOVED UNLESS SPECIF/CALLY N01£D OH TH£ Pl.AN. 24. All AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WA 7E'R IS HOT PERl,//TTE:D. ALL EARTHEN SWALES AND DITCHES SHALL HA\£ A 1,/fH/IMJII ONE PERCENT SLCl"f. 25. THESE Pl.ANS ARE SUB.ECT TO A SIGNED AND APPROVED SET OF £ROS/OH CONJRa. Pl.ANS. EJ10SKYi CONJRa. SHALL 8£ AS SHOii/ii/ AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTE:D BY TH£ PRo..ECT INSPECTOR. 26. ALL SLOPES SHALL BE TR/1,/1,/ED TO A RN/SH GRADE TO PRODUCE A UN/FOR/,/ SURFACE AND CROSS SECT/OH. THE SITf SHAil BE LEFT IN A HEAT AND DRD£RL Y CONDITION. Al.1. STOHES, ROOTS OR OTHER DEBRIS SHIJ.1. BE ROIOVED AND DISPOSED OF AT A SITE: APPROVED OF BY THE CITY £NQN£IR. 27. Al.1. SLOPES SHIJ.1. BE IRRIGA T£D, STABILJZED, Pl.ANTED AND/al HYVROSECDED illTHIN 1E:H (10) DA I'S OF 1H£ TIJI£ llf/£N EAa/ SLOPE: IS BRWQIT TO GRAD£ AS SHO'M>I OH TH£ APPROVED GRADING Pt.ANS. 2& LANDSCAPING SHAl.1. BE ACCOMPL/SHED ON IJ.1. SI.OPES AND PADS AS RF:QU/Rro BY THE: CITY OF CARLSBAD LANDSCAPE: MANU,4/., THE LANDSCAPING PLAHS FOR THIS PRO.ECT, DRAIIING NO. 400-IW, AND/OR AS DIRECT£D BY THE arr ENGINEra OR Pl.ANNING DIRECTOR. 21. M OWNER/APPLICANT SHALL INSURE 1HAT ALL CO'ITRACTDRS SHALL COOROIHAT£ TH£ ll0Rlt' OF THESE GRADING Pl.ANS llfTH THAT SHOWN Off BOTH THE LANDSCAPE AND IRRJGATION PL.ANS AND THE IMPRO'WICNT Pl.ANS AS R£QUIR£D FDR THIS IKRK IN ACCORDANCE MITH THE LANDSCAPC MANUAL T/1,/£ REQUIREMENTS. JO. STDRI,/ DRAIN PIPf SHALL BE REINFDRCED CONCRETf PIPE illTH A 1,/IN/l,/UI,/ 0-LOAD OF 1,350 DR ASBESTOS CEMENT PIP£ t'!ITH A 1,//N/l,/ut,/ D-LDAD OF 2,000. FOR PRIVATE: STORM DRAINS, PIPES UP TO 15" PIie MAY BE UTILJZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKRLLED 111TH J/4" ROCIC PER SDRSO S-4 TYPE •c• AND PIP£ /,/££TS AS'III STANDARD JOJ4 FOR SOR JS SOLNJ WALL PIP£ JI. WHER£ AN EXISTING PIP£ LlH£ IS TO 8£ ABANDONED AS A RESUI..T OF THE GRADING OPERATION. IT SHAl.1. BE REMOVED IIITHIH TllENTY FEET OF BUit.DiNG OR STREET AREAS AND REPLACED 'MTH PROPERLY COMPAC1£D SOILS. IN OTHER AREAS, THE PIP[ IIILL BE PLUGGED t'!ITH CONCRETE: Olf REl,/DVED AS APPROVED BY THE CITY ENGINEER. JZ. TH£ CON1RAC71'R SHALL ',ffill'Y THE' lOCA710N OF ALL EXISTWG FAC1l.171ES (ABO\£ GROUND AND UNDER GROUND) IIYTHIN TH[ PRO.ECT Sl1E: sumCtENn. y AHEAD OF GRADING TO PERl,IIT TH£ R£1fSIOH OF TH£ GRADING PU,NS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE 1H CCJNFI.JCT VITH THE PROPOSED ltmK. .ll THE CONTRACTOR SHIJ.1. NOTIFY AFFECT£D UTILJTY COMPANIES (SEE BEi.OW, AT LEAST 00 (2) FULL v.oRKING DA l'S PRIOR TO STARTING GRADING HEAR THEIR FACIUTIES AND SHALL COORDINA1£ THE ~ 111TH A COl,/PANY REPRESENTATI'£ CITY OF CARLSBAD (STREETS ,t STORM DRAIN) (760) 6D2-2720 UNDERGROUND SERw:£ ALERT l-~422-41JJ CITY OF CARLSBAD (SEIIER,WAD .t Rfa.AJMED ll'AD) (760) ;f.JB-2722 SDGI£ (760) 438-6200 SBC 1-~422-41JJ LEUCADIA COUNTY WA 7E'R DISTRICT (760) 753-0155 ADElPHIA CABI..EVISIOH (760) 4J8--5241 OI.JVENHAIN MUNICIPAL WA TEI? DISTRICT (760) 753-6461 J.f. PERIIIT COMPLJANCE REQU/REl,/ENTS: A. FDR CONTROLLED GRADING-TH£ APPLJCAHT HIR£S A CIVIL ENGIN££R, SO/lS ENG/NITR, AND/OR GEOLOGIST TO Gl\1£ TECHNICAL ADVICE, DBSERIJE AND CONTROi. THE IIURK IN PROGRESS {15.16.l20A.8./ CARLSBAD MUNICIPAL CODE. B. PRIOR TO RNAL APPROVAL OF A GRADING PERl,//T-111£ FOLLO'lrlNG REPORTS /,/UST BE SUB/,1/TID) TO THE CITY £NGIHml I/IA THE PRO.ECT INSPECTOR {15.16. I 20A. IO/ CARLSBAD 1,/UN/al'AL CODE:: (1) RNAL REPORT BY SUPERVISING GRADING ENGINEER STA TING Al.1. GRADING IS COlrlPL£T£. AU. EROSION CONT1fOI.., SLOPE: PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORIIANCf 111TH art COOE AND TII£ APP/WW! PLANS (OBTAIN SAMPLE OF COMPLJANCf LETTE:R FR()l,I CITY ENGINEER DEPARTl,/£NT). (2) AS-BUii. T GRADING PLAN. (J) REPORT FROM THE: SOILS ENGINEER. WHICH INCI..UDES RECDMllfHDED SOit. BEARING CAPACITifS, A STA T£l,IENT AS 10 TH£ EXPANSIVE QUAI.JTY OF THE SOit. AND SU/,/1,/ARIES OF R£l.1) AND LABDRA TORY TE:STS. THE REPORT SHALL ALSO INCI..UDE A STA T£1,1ENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE l'tfTH THE REQU/R£1,1£NTS AND REC()l,ll,/ENDA TIONS OU TUNED IN THE PRELJMINARY sotl.S REPORT AND ANr SIJPPl.£IENTS THEIi£ (4) REPORT MITH AS-BUILT GE/l.OGIC PWo(. IF REQUIRED BY THC CITY. JS. UNLESS A GRADING PERIIIT FOR THIS PRO.ECT IS ISSUED t'!ITHIN ONE (1) ~ AFTER THC CITY ENG/NffR'S APPROV,4/., THESE Pt.ANS MAY BE REQUIRED TO BE RESUBMIT1£D FOR PL.AHCHECK. PI..ANCHECK FEES 1111.L BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT Tin.ED 'SUPPLEMENTAL G£01E:CI/NICAL INVESTIGATION FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED B~ LEIGHTON .t ASSOC/A TE:S, INC. DA TE:D: MARCIi 14, 2001 SHALL BE CONS/D£RED AS A PART OF THIS GRADING Pf..AN. ALL Gl?A/JING SHALL BE DONE IN ACCORDANCE MITH TH£ R£COWENDA T10NS AND SPEC/FICA T10NS CONTAINED IN SAID SOIL REPORTS. HYDROLOGY REPORT H'11JROLDGY/HYDRAULJC STUDY FOR THIS PRo..ECT HAS B££H PREPARf/J BY PRO.ECT DESIGN CONSULTANTS. THE REPORT IS T/1l.£D "DRAJNA/Z STUDY FOR BRESSI RANOI, PLANNING AREAS 6-10 ,t 12" AIR QUALITY NOTES 1. ALL GRADfNG SHALL BE: ~ IN COMPUANCE lfl'M SDAPCO AND CARfJ STANDARDS AND REQUIREMENTS AND DUST CONTRa. STANDARDS IN T/1lE 24 OF TH£ CAUFORNJA ADMIN/STR/t TION COD£ 2. WA TER1NG OF TIE GRADING SITf SHAl.1. TAKE PL.ACE BEFOR! AND DURINt: GRADING OPERA TIOH TO l,//N/1,//Zf DUST GENERATION. A WA TEI? TRUCK SHAl.1. BE REQUIRED TO BE OH Sl1E: AT ALL 11ltl£S TO 1HC SATISFACTION OF THC arr ENGINEER. PltomcrDFslGN CONSVLTAND PUll ■II • JN; 1'D1. • INm D ♦ llJIMll"l<R 701 B Sttcct, Suile 800, San Diego, CA 9ZIOI 619-235-6471 FAX 619-234-0349 • ~• m.dldi 1 1. ElCPl!ES 03-:11-<14 B'f. "2--1•--" SPECIAL NOTES THC FrJl.1.0'IIIHG HOITT ARE Pl'l'O\ffl) ro m£' DtlffC110NS TO THC COH11tACrolf IJY 'TIIE: lrlGINE.ER OF lltlRK. 'TIIE: aTY ENGINf£RS SIGHA TUR£ OH THESE PLANS DOES NOT CCWST/1U'IE: APPROVAL OF ANY OF THESE N01E:S AND TH£ CITY IIILL HOT BE RCSPONSIBU FOR THEIR ENFORC£1,1£NT. I. THE LOCATION OF EXTSTING UTILITIES ARE BASED ON AVA/lABLE RECORD INFORIIA T/ON. CONTRACTOR SHALL VERIFY TH£ LOCA 110H AND ELEVATION OF ALL EXISTING FACILJTIES (ABOIJEGROUND AND UNDERGROUND) t'!ITHIN THE PRO.ECT SITE:. THIS IIORK SHAl.1. EE PERFORMED SIJFRCIENn. Y AHEAD OF CONSTRUCTION TO PERt.1/T CITY APPROVAL REVISIONS TO THE CONSTRUCTION PLAHS IF ACTUM. LOCATIONS ARE FOUND TD BE IN CONR.JCT l'tfTH THE PROPOSED IIO'?K. CONTRACTOR SHALL NOTIFY ENGINEER OF ~ OF ANr CONFUCTS OR ANY OTHER UTILJT1ES ENCOUNTERED PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. ATTENTION IS CALLED TD THE POSSIBLE EXIST£NCf OF OTHER UT1LJTY FAC/LJTIES DR STRUCTIJRES NOT SHO'M>I DR IN A LOCATION DIFFERENT FR()l,I THAT SHO'M>I ON THE PL.ANS. CONTRACTOR SHALL TAKE PRECAUTIONARY /JEASURES TO PROTECT THE UTIIJTY LINES SHOWN AND ANY OTHER LJNES HOT OF RECORD OR HOT SHO'M>I OH THESE PLANS. ANY PA 1/f/,/fHT OR OTHER EXISTING SURFACE /1,/PRDIOIENTS DAMAGED BY CONTRACTOR SHALL B£ REPLACED AS R£QU/RED BY THE CITY OF CARLSBAD ENG/NEERINQ D£PART1,1£NT. J. SA/TTY PRECAUTIONS ANO AOCOUA TE: BARRICADING TO BE IN FORCE BY TH£ COH'IRACTm AT ALL 1111B. NEITHER TH£ OWNER Nat THE ENGINEER OF IIORK IIILL ENFORCE SAffTY MEASURES DR REGULA 710NS. THE CONTRACTOR SHALL DfSIGN, CONS1RUCT, AND MAINTAIN ALL SAFETY ()[VICES. INCLUDING SHORING. AND SHAl.1. BE SOLELY RfSPONS/81.£ FDR CONFORMING TO ALL LOCAi.. STA 1£ ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AHO REGULA TIDNS. 4. ALL LENGTHS AND DISTANCES FOR IIIPROVfll£NTS SHOWN ON THE5E PUNS ARE IEASURED IN A HORIZONTAL PUN£ 5. TH£ DISPOSIJ. OF ANY ASliESTOS CO/ENT PIP£ SHAU 11£ II COMl'I.WIC£ 1111H AU. .::IA IRDff LOCAL. STA 1£ AND FEDERM. REGULATIONS. 6. TH£ "IIORK TO BE DON£" SCCTION OH THIS SHEET LJSTS THE STANDARD SPEC/RCATIONS AND DRAIIINGS USED DURING THE /1,/PROVDIENT PL.AN / GRADING PLAN DESIGN. THESE PLANS HA IJE BEEN PREPARED IN ACCORDANCE 111TH TH£ CURRENT EDITIONS OF THE STANDARD SPECIFICATIONS AND DRAWINGS 1H EFFECT ON THC DAT£ OF THE SIGNATURC BY THE ENGINEER OF lltfflC. 7. IF TH£ IIIPR0\£1EN7S SHOWN OH THIS PLAN HA\£ NOT BECH CONSTRUCTED AND ACCEPTED IJY 1Hf aTY 'lll1HIN TIIO (2) l'rARS OF TH£ DA TE: OF PLAN APPROVAL BY THE CITY ENG/NEER, THESE: PI..ANS 1111.L BE SUB.ECT TO REVIEW BY THE aTY's £NGIHEER1N(; DIVISION FOR CONFORMANCE WITH CURRENT Cl1Y STANDARDS. POLICIE:S AND/OR ADDITIONAL R£C11/DOIOITS. 8. AN AS-BUILT DRAWING SHALL BE SUBMIT1£D FOR ALL PRO.ECT 1/rlPROl/fl,/fHTS PRIOR 71) ACCEPTANCE OF SA/0 IMPROVEMENTS. 9. THE ENGINEIR-OF-IIURK SHALL BE N071F/ED WHEN CONS1RUCT10N COMMENCES. 10. TH! CON'IRACTDR SHAtL OBTAIN AN EXCA VA mw PDMT FROII TH! DfV/SION OF INDUS'IRIAL SAITIT BEFCf/£ ANY at:A VA 710N AND PROVIOC PROOF OF OSHA H011F1CA TIONS AND SHALL ADHfR£ TO Al.1. PROWS/ONS OF THE: STA 1£ OF C/tl.JFORNl/t CONSmtJCTlail SAFETY ORDERS. II. llll'ORTFD fU MA T£RIAL SHAtL BE OBTAINED FROII A LEGAL S11£ 12. ALL CUT AND Fltl SI..OPB SHIJ.1. BE PLAHT£D WITH A lillXTUR£ OF T1iffS, SHRUBS, AND GROONO C0\1£11 TO CONTROi.. £ROSIO#. SI.OPE LANDSCAPING SHALL BE INSTALL.ED FOR PERPETUAL MAINTENANCE OF THE PL.ANT LJFE USED FOR SI.OPE STAB/LIZA TIOH. I.I DUST CON11UJ.. l,ffASUR£S, S/JCH AS TH£ PERIODIC WETTING DO'M>I OF TH£ BARE AND EXPOSED AREAS. SHIJ.1. BE UTILJZED AT A1.1. TIIES DURING CONSTRUCTION TO THC SATISFACTION OF THE PUBLJC IM'.:m'S ANO/OR BtHLDING INSPECTORS. 14. ALL MAJORS SI.OPES SHAl.1. BE ROUNDED INTO EXIS1/NC SI..OPCS TD PR<X1UC£ A CONTOURED TRANSIT/OIi F1tOII WT OR fU FACES TO NATURAL GROUND AND ABUmNG CUT OR m SLOPES. 15. TH! CON71i'ACTDR AGREES 'MAT Hf SHALL ASSUIIE' sa£ AND COl,IP!£Tf RESPONSl811.JTY FOR JOB Sl1E COND1110NS DllRING Tl£ COURSE OF CONSTRUCTION OF THIS PRD.ECT. INCI..UDING TH£ SAFETY OF ALL PERSONS AHO PROPERTY. THIS REQU/REl,/ENT SHAU APPL r CONTINUALLY AND NOT BE Lll,//TED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNITY AND HOI.J) THE O'M>IER, THE ENGINEER AND THE CITY HARMLESS FROM ANY AND Al.1. LJABILJTY, REAL DR ALLEGED, IN CONNEC710N 111TH THE PERFORMANCE OF ~ OH THIS PRo..ECT EXCEPTING FDR LJABILJTY ARISING FROM THE SOLE NEGLJGENCE OF THE: OIIPIE:Jt ENGINEER al arr. 16. ALL EXTSTING FEATURES AND STRUCTURES IN CONFIJCT ltrTH THESE PLANS SUM.I. 11£ REZ.OC,UEl OR RalOIG AT THE CONTRACTOR'S EXPENSE. MANHOLES SHIJ.1. 8£ ADJ.JST£D TO FINISHED GRADE. 17. 1,//Nll,/UI,/ 90X COMPACTION IS REQUIRED IN IJ.1. ON-SITE: RLL AREAS 111TH A 1,//NIIIUII OF 95/C COMPACTION SIX INCHES (6•) BEi.OW SUBGRAOC 111 ALL PRD.ECT /1,/PROIO/ENTS SHO'flN ON THESE /l,/PROV£/,/£NT Pl.ANS SHAl.1. BE CONSTRUCTED TO THE SA TISFACTIDN OF THC PUBLIC ~S DIRECTOR PR/DR TO ACCEPTANCE. 111. NO PRIVA 7£ /RR/CA Tlal IIAINS OR CON11fCl l'AL 16 SHAU. BE Al.1.0IIED IIITHIII 11£ PUBUC RIQIIT-OF-1111 Y. 20. THE: CONTRACTOR SHIJ.1. BE: RESPONSIBLE FOR THE INSTALL.A TION, RELOCA T/ON OR REPLACEMENT OF ALL STRIPING. SIGNING Olf TRAFFIC DET£CTDR LOOPS AS REQUIRED BY THE PUB/JC IIORKS DIRECTDlt 21. A TRAFFIC CONTRa. PL.AH, IHCI..UD/NG M LA l'O!IT OF CONSTRUCTION WARN/HG AND DETOUR SIGHS, SHALL BE SVBll1TTED TO 1HC PUBI..IC IIORKS OCPARTl,/£NT FDR APPROVAL A 1,//HIIMJM OF 72 HOURS PRIOR TO TH[ COMl,/£NCEMENT OF CONSTRUCTION. 22. F01f SIREEI 1REB: mmGA110N AND l.ANOSCAPING IN PUBLIC RIGHT-OF-WAI' ALONG CT-02-I4 PROPERTY FRONTAGE, SEE THE APPRCPRIA 1C LANDSCAPE AND /RR/GA Tl()N PU,N5 DIIG. 1'IO. XXX-IK. 2.1 THE EXCAVATOR SHALL CAREFULLY HAND DIG IIITHIN 2-FEET OF THE NATURAL GAS TRANSMISSION LIN£ 24. NO POWE1t (ff1M TED EOUIPIIENT SHAU. BE ALLOIE> IIIJHIII 2-FEU OF ANY l'ffl1'0# OF 11£ NA nJRAL GAS 71\'ANSM/SSKM UN£. 25 IF ANY CONTACT OF THC PIP£ IS l,IADf. £l££N IF THERE IS NO VIS/Bt£ DAMAGE, THC CONTACT AREA l,IUST 8£ IWEDIA 1El. Y IHSPECD BY AN SDGM IIFl.DING INSPrCTOR. Tl/IS .IIAY S/GNJrlCANn. Y DaA Y \1X/R JOB IF SHORING DR OTHER SAFETY PRECAUTIONS « NWJED TO Al.1.0W TH£ INSPECTIOH. .2IS. ro AmfANC'£ FfJR GAS TRANSM/SSKJN 1,/N/K WT AND STANDBY, CALL USA (800) 227-26DO. "AS BUil 1 RCE "1'1"1 :Jf EXP. DATE O'J ·-,l·M ---------+--+--+--+----I I SH2EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARiMENT ;:GR:;:::ADING::;::::::;._;PI.AN==::::s=F::OR:::::::::· ========:::..:::==: BRESSI RANCH PLANNING AREA tJ l·A,::_eyO\.£D: LLOYD B. HUBBS~'Y ,6, r----c...f---==--+----.~==-----------+------j---+--+-----1 . r(9Wef C < "\3t'~..-s&i. 10•10-46 l'O& AS•l>IJ"-T - EXPIRES 12-31-051 ¥0~!,t!: DA TE INITIAL ENGINEER ~ WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL g:D BJ~~ OTHER APPROVAL CITY APPROVAL RVWD BY: Z'ii£:::. PROJECT NO. CT 02-14(1) DRAWING NO. 411-JA iiiiiiiiiiiiiii J.N. 2407.06 / ___ .,. 05060~ N 9. .... b 0 _] ' I t j I I J; r 11 i J ! I I . ' ' ! I j ' 1 l i I I , , I I! ' l I i I J. I i 1 , . r ' .M -· ' ' ' _,,, J ' ' ' R-5J5.00 . ,,/ / 1 i L=56.79 /i _,., ,· ' ··_ I ' ._5wu•.-;._, ,/ . f [f ' ' fr' ..,.... ... !f ,/' , f _ii I I ? I f ,,,., I j Ii I I O rj• ,.... J •1· t?:;+ I ,/ I f I I •. 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I)' c~1..1• "AS BUILT" r be· i -~l: -·-i ' i I i; i; -" 35 •1359.91 A~ 7'3.!' ft .l. .-,4.S I p:3,"I' 114~ "°4"tw .a•o.54 TF 3 1fF 351,,04 71. , --·· .; --·, \ ·+b ·---------..., :,~<~.'.:-i .... ·-· .,__, ' ., J\;JAP 33+00 .J4+00 ---+ ---... 1--~ ® [ 360.6 I .. --, ' JO. - ' ; ! .f.' / '".) : ':) ·- I I t 1J+08. 8 ,s 5+21.63 93 117.00' 7.00' 7+7'.00 a. /Na.c1u""' 15-1-16.0Ba. TOPWlY 358.51 T , I .. ' t I S:----t--+µ.1L_i_-ll-, pu.NNIN(J c.. ! ARul :::! ~I JllJ.4 nr 361.7 TF I c:l 'BOUNDARY t-----i1---¼-----------...---+--+---1--fl~3~rl. __ c~1TY==o~F~c~A~R~Ls~s~A~D-~lsHE7E~J _ ENGINEERING DEPARTMENT EROSION CON'IROL PLANS FOft: BRESSI RANCH PLANNING AREA tJ EXPIRES 12-Jl-051 '¢~ DRAWING NO. 411-3A J.N. 2401.05 :050Ml4 C ~ ~ C) 9.. .i:i., ........... ...... I w l> ' ' r ,. ! I -! I i ! ' ' I t ' i I i t I ~; f . ,_ [ I ·:;,,;:, ~-h ' ' ' I l ' ! ,! ---, ! 1.d: ,:. i " . ~ ! ... _,, _____ ._. ___ . SEES/EEi 3 ---·······.-.... ] 24~;.f; i ul I i I ' ' , { 1-r 1 r--. I '-- i 1'- \ i ' , . \ 0 0 tQ ---.:l" ,---, a... <C ~ ----~ -=~------------~--------- ~j WA 11',ElllRfOJ:filnOCfl>"!II/Nlt:G ~- (SEE GENERAL NOTES) 12· (1.1/N.)'--F-'li MEEPHaE (SEE NOTE: 5) PAD ELEV 0PT10Nt VAR/CS l'AIIH. PAD ElEV CLASS 2 ffRMEABlt FTLTE1f MA 1E1ifAL (SEE GRADA OON) 4• PfRFDRA TF:D Pff (SEE NOTE: J) CONHeCT TD NEAREST /JfWJI, 4_! ll'A 1E1E'RliiP~RIOOOl-17111JlfCIC--..: (SEE /DlcRAL NOTES} 12· (/,/IN.)-fi~ MEEP Ha.£ (SEE NOT£ 5) PAD ELEV OP1Dv2 VARIES ,· 1,/1#1. PAD ElEV F'n.Tm FABff/C (SEE NOTE: 4) 1/4 ro 1/2 INa{ ~ GRAIEl WRAPPED IN FIL 1ER F .AIJRIC 4• PERFORA TfD PIP£ (SEE NOTE: 5) CO/JNEGT 77J NEA'rt5T Pfrp,[N, PIPE SURROIJNDED 1111H a.ASS I PfRIEABLEAIAIERIAl GR.on IIRAPPED " Fl.1l1f FN!RIC 0 20 40 80 1 BENCHMARK CUSS 2 Fl. 1l1l f'fJlllfABLE AIA 7£RIAL GRADA 710N PER C,1/. TRANS SPfCIFICA TIONS SE)( S'[ ,. J/.f" J/r No. 4 No. l!J No..J:I No. so No. 200 PfRCDfC P.4SM 100 90-100 40-100 25-40 18--JJ 5-15 0-7 0-J DESallt'JIOlt BRASS DISK IN ~ llt A STANDARD SLfll£Y IE.L 0# ON CENTERIJNE OF £1. CAMINO REAL lllCA!Dt COUN7Y Of SAN D/£00 BENCHMARK 0£SIGNA710N NO, R1800 2M+ffi El.EVA1Qt 311.407 Al.SL OAILlt_--'-'H."'G.'-"V.=D.'--'21=----- T,\Engr\2407\PA6\Cird\2407,6grd04.ci.,g 01/26/2004 08•24,28 AM PST SEC110NA-A N.lS. ~ ~~~~ ~ 701 B s.-, Suite 800. San Diego, CA 921i! 619-235-6-171 FAX 619-234-03"9 u\ti' -- PLA1V1YJNG AF1EA -J 0 HQQ J\Jj D WG 1Yo. 413~:JA -1 1J. Boo 1, SAND SHOIJU) HA If: A SANO fQU/VALENT OF JO OR GRfA TER AND WAY 8£ DENSIFIEO BY ~ IE11 .£T1INC. 2. 1 CU, Fl PER Fl OF 1/4 ro 1 1/2 INCH SIZE GRA\-£1. IIIW'PfI7 IN fl.TER FABRIC. J. PIPf TYPE: SHOULD BE ASIM 01521 ACRttON/TIIILE BUTADIENE (ABS) SDRJ5 OR ASIM o, 785 pa Y\fHl'I. CHLORIDE PUtSnc (Pt,,c). SCHEDIJI£ 40, ARIICO A2000 p~ OR APPff0',£0 EQ/JIVALENl PIP£ SHOULD 8E INSTAL1£0 WITH PffiFORA TIONS DOIIN. PffiFORA TIONS SHOUUJ BE: J/11 /NOi IN Dl.4Alf7rR PU,C£0 AT 7HE ENOS OF A I2<>-DEGREf ARC IN 00 ROWS AT J--INCH ON CENTfR (STACCERfD). 4. FIL TcR FABRIC SHOIJlD ll£ IIIRAFI 140/llC OR APPROVED EQUIVALENT. 5. IIEEPHaE SHOULD 9£ J--INat MINIMUM DIAMETER AND PRO',WEO AT 10--FOOT INTEl?VALS. IF EXPOSURf IS PERAl/rrtO, tlEEPHOtES SHOULD ll£ LOCA 1lD 12 INC/fi ABOlf' FIMSHED GRAD£. IF EXPOSURE IS NOT PERAIITTE:D SUCH AS FOR A WALL ADJACENT TO A SIDEWALK/CURB, A PIPE UNDER THE SIDEWALK 1D BE DISCHARGED THROUGH THE CURB FAC£ OR EQUIVALENT SHOULD BE PROVIDED. FOR A BASEMENT-TYPE WALL. A PROPER SIJ80RAJN oun.Er SHOULD BE PROV/OfD. 6. //€TA/Ii/NG WALL PUtNS SHOULD BE R€VlfllED AND APPROVW BY GEOTEOfNICA/. ENGINEER. 1. ll'AU.S OlfJf SD( FrrT 1lt HC1CHT ~ Stm,ECT m A Sl'E'CIAI. ll£\4Ell' IY H GE01tQHCAI. nu;JN£f11, ANO IIWIFICA1IONS W THC ABO\£ REQl"Rfl/EMTS. GiElQAI.M:IQ • WA TERPROOflNG SlfOIJI.D 8t PRCMO£D IH7I( ~ NfJISMC£ PRaUII 11/IWUGH 1H£ WAIL IS IJND£SIRABLE. • WA TERf'ROOf1NG OF THC WALLS IS NQT UNDER PURVIEW OF THC GCOTE:CHIICAI. ENGINEER. • ALL DRAINS SHOULD HA',£ A GRADIENT OF I PrRCENT AI/NIM/JltL • OIJ1l£T PONTIOlf OF 1HC st/80RA!lt SHOUID HAVE: A 4-INCH OINETBf srur, P/Pf DISCHARGED INTO A SU/TABLf DISPOSAL AID DESINGED BY 1HE PRMCT fNGIN£ER. THE SIJBO/?AIN PIPE S1IOULO BE ACC£SS/B/.£ FOR MA/}/TENANC£ (ROOOING) • OTHER SIJ8DRAIN BACKF/1.l OPTIONS AR£ SUB.ECT 1D 1lfE Rf1,l£lt' BY 1H£ GEOTE:CHNICAL. ENGINEER ANO A/OD/FICA TION OF DESIGN PARAAlfTERS. PADEZ9 SECJUfB-B H, T.S. ~--l---+------------+--+---1---1-----11 SH4EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTMENT ;:::=:::::::.=:::::=::::=::::=::::=::::=::::===:'...::::~ "AS BUil r' C,·t t, •? EXP. OJ, JJ,()3 DATE OF WORK REVISION DESCRIPTION GRADING PLANS FOR: BRESSI RANCH PLANMNG AREA 6 DATE INITIAL DATE INITIAL 2:'DBJ~~ OTHER APPROV CllY APPROVAL RVWO BY:~ PROJECT NO. T 02-14(1 DRAWING NO. 411-3A J.N. 24C7.06 "\ .s:.. ..... ..... I (,J l:iii EROSION CONTROL NOTE9 I. IN CA!£ 6PGENCY lltl'lll' IS RfQI.IRED. CONTACT .JM I.IR8INA AT (760) 71$-7112 (CEWJLAR) OR KR!Sl/NE ZORTIIAN OF /.EIINAR HOMES AT (760} 918-7765. Z. EQUIPIIENT AND ll!l'll(lRS FOR EIIERGENCY IIOill' SHAil. BE MAD£ AVM.AllE AT N.1 1111[5 DURING 111[ RIJNY SEAS!M. ALL Nf:CESSARY MA IERIAI.S SHAU. 8E STOCKPILED ON SITE: AT CON',£Nf[NT LOCATIONS 1D FAaLJTAlf RAPfJ CONSTRUCTION OF TfJIPORARY LlE"l!aS ltHEN RAIN IS IIMINENT. .1 DEllC6 SHOWN ON Pl.ANS SHN.1 NOT BE lt01fl1 OR MaJIFED 11/111/0UT 1IE APPROVAL OF 111[ EIIGINWIING /NSP[CIDR. 4. TH£ CONTI/ACIDR SHN.1 RESTME ALL 0/0S/ON CONTI/OC OCV/CES 1D IIORK,«; OROfR ro THE SATISFAC11!J'I OF 111£ arr [NGfNffJ/ AFTER EAOI RIii-OFF PROOUCING RANAU. 5. 1IE CONTI/ACIDR S1W.1. INSTAU ADDITIONAi. EROSICM CONTRa. IIEASVRES AS MAY 1£ R£fJUIR[() BY 71£ CITY f:NGINEDI OU[ 1D UNCOIIPl£1f0 GRADING OPfRA T10NS OR UNF<RESECN CIRCUMSTANC[S 'rtl//0/ MAY ARISE I. 71£ crNTRAcrrR S1W.1. 8E ~ AND SHN.l TA/!£ ~ PRECAUTIONS 1D !'Rf',fNT PUBUC TR[Spl,SS ONTO AR£"AS IIH£R£ IIP<UaD ~ llllS Gn[A"/E A HAlAI/DaJS CONDl'/DL 1. N.1 010SKM CONTI/fl. IEASURES PROlffJED P[R 1/E ilff'ROlfP GRADINQ Pl.NI SHALL BE INCORPORA 1fD 1/fRf(X 4 GRADED AREAS Al1WND THE: PIW.ECT ffRIIIE7ER 11/JST DRAM AWAY FROII 1IE FACE. OF SI.CH AT 1/E CONWJSDI OF EAa/ WORKJIIC IMY. a N.1 REJIOYABLE PROTU:TIVE ~ 9fOIIIN SHAil. BE IN Pu.CC AT TIE END OF fACH tlORKWG DAY 'rtllfN THE FIVE (5) O,IY RAIN PROBABMJTY FORE:CAST EXCCED FORrr PERCENT (40~ 511.T AND OTHO/ Df8RtS SHAU. BE ROIOID AFTfR fACH RAINFAU. 10. ALL GWAIEI. &4G.S SHAU. BE BURU.P rn>£ •JH J/4 INOl 11/NMIII AGQ!£GA1£ It. SHOOW GOIMINATION OF HYDROSEfDED SLOPfS FM. 11) PRO'MJE E1rrC11\IE COl£RAGC OF GRADED SLCf'ES (!IOX C01£RAGE} Pm/JR 1V NOVEIIBER 1~ THE SI..OPfS SHAU BE STABI/JZED BY PUNCHED S1RAW INSTAllED IN ACCORDNICC 111TH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTRa. HANIJB()Q( OF TH£ D£PARTIIENT OF CGWSEli'VA 1IGW, STA 1£ OF CALJro!iNl4 1B.t'ORARY E~ CONmOL. PI..ANTN3 AND IFRQATION NO .... I ES: ..... N.l PEllt/ANEJt/T AND IDIPORARY EROS/CM CONl'Ra. Pl.ANTING AMJ IRl?IGATION SHN.1 BC INSTALLED NID MAINTAJNED AS REQUIRED IN SECTION 212 OF THE STAI/DARO SPWFICA TIONS AND 11£ Fru.O~ A. HYOROSEEDING SHALL BE AmlED 1D' 1. ALL SI.CHS THAT ARE GRAOH) 6: 1 (HOR/ZalTAI. 1D ',£1111CAL) OR ~/Et.PER IWIEN THEY ARE: a. 11/Rff FEET OR Ma/£ IN HEIGHT AND AOJACEJIT 1D A PU8UC WALL OR SlRfET. II. ALL SLG\l'ES 4 ffU CJi //la/£ II /EJQfT. 2. Alif:AS GRADED R.ATJER THAN 6:1 ltHEN ANY OF 1IE FlliOIWIG CONO/TIONS EXIST: a. NOT SCHEDUtBJ FOR JMPROl£MfN1S(CONS1RUCTKM OR WIEIIAL LANDSCAPING) W/1/fN 60 OA )S OF ROOt;H GRADING II. /DENI/REI} BY TH£ PARKS AND R£Gn[AJDI DIREC1lll AS HIGH/. Y \.fS/BLE ro THE PUll.lC. c. HA VE ANY SPfCIAL CONDITION /DfNI/FIED BY TH£ CITY ENGINEfR 1HA T WARRANTS IMMEDIA 1E: Tl/EA lll£ltT. & H'l1JROSECIJED NEAS SHAU BE IRR/GA 1fD Ii ACCORDANC£ 111H THE fat.1.0'rlfNG CRt7fR/k I. ALL SI..Of'fS THAT AR£ GRADED 6:1 OR STW'ER AND IHAT ARf: a. 1HREE 1D EJGHT FEET IN HEJGHT SHALL BE IRF1/GA TED 8Y HAND WAIERING Fff<M QUICI( COUPl.£RS/IIOSE BfBS OR A CONVfNTl<Mlt SYSm.t OF LOW PR£CIPITAI/ON SPRJNKJ.EI HEADS PRO'NJIHG 100% CO',£RAG£ b. GREA 7E:R 1HAN B ff£T IN HEIGHT SHALL B£ WA 1ERED BY A COOITT/7/<»IAI.. SYSlfl/ OF LOW PRF.C/PtrA 110N SPRJNKlLR HEADS PROYIDING 1(}{}J( COIERAIZ. Z. AREAS SI.OPED LESS THAN 6: I SHAil. BE IRRfGA 1fD AS APPROID CITY ENGINEER. PRJOR Ill HYDROSffOING. 7IIC DE\ROPfR SHALL SUBIIIT A PROPOSEO SCHEME ro PRO'NJE IRRIGA 110N 1D THE arr ENGINEER. THE Pl?a>OSAL SHAil BE SPWFIC RECAROING TIE ~ TYPES a COSTS OF Tllf E1.EWENTS OF THE PROPOSED SYSTEM. .1 IRRIGA 1ION SHAU /IAIIITAIN THE IIOIS1UR£ I.E\B. OF THE SOIi. AT ff OP 7/MU/J 1£',fl FOR 7IIC GROwrH OF THE HYOROSEEDED GROWIH. C. H ltWOSEWINC 11/X 5HMl. CCWSIS i l1F All l1F THE /ULOM:P: I. SHD MIX SHAU CONSIST OF NO LESS l1WI: a. 2() lbs. P[R ACRE OF ROSE aolfll b. 2() lbs. P[R Aalf OF ZORRO FnGU' c. J lbs. PER Aalf OF E 5a/0a CIA CAUFORlfA d. 4 lbs. PER ACRE OF A CH/U.£A Ml/.1.EFWA & J lbs. PER ACRE OF AL YSS!/111 (CARPET (T SM)lf f. 1 /2 lb. PER ACRE OF DIMORPHMCA g. Im.IS c.4-. AND f OF THIS SlJBSECTION 11A Y BE fMTTfD CM LOCA Tl<JiS Nf/ERE 1Hf A/If A BEM; HlfJROSEEDEO IS NOT \.f.5111£ FROII EITHER A PUBUC STI/Cf T OR RESIDENTIAL STI/UC1UR£S. h. Im.I a OF THIS SUBSECTION liUST B£ INOC/JlA TED If/TH A NJ,..1ROCDl..r,w FIXING BACIERIA ANO APPi.ED ORY EJTHER l!Y OR11.UNG OR BROADCASTING BEFORE H rLW\JSEEl.llHG. L ALL SHD MA illl!ALS SHALL BE 11/ANSPal7FD 71) THE JOB SIIE: IN UNOPEN£!) CONTIJNEF/S lf/1'1 THE CN.JfrRNIA OEPARTl,/fNT OF ma, AND AGRICUI. TURC CCR1/FICA Tl(j/ TAG A TTACH£D 1tl Cll PR/NlED Cll SAIi) CONTAINERS. J N<M-PH~TOXIC tl£TTINC AGENTS MAY BE ADOED 1D 11£ H'rlJROSEID SI.URRY AT 1H£ 0/SCRETION OF THE CONIRACl!Jl Z. nPr I MUI.CH APPUED AT 1IE RAIE: OF NO LESS THAN 2()()() Jin PfJt ACR£ TYPf 6 MUI.CH (S11/AW) MAY BE SV9S1111Jlf0, ALL OR PART, FrR HYOfUUllCALLY APPUED Fl8EJI IIATER1AL IIHEH 51/i'AW IS USED tr MUSr BE ANCHORED 1D 7IIC SLOPE l!Y M£CH•,.CNJ. Y PlJNCIIING NCl LESS THAN 50% OF THC S1RAW IN1D THE SOC .1 FffiTIUZER caNSlSTINC OF AMIIONIUII "'10S7'HA 1E: SIUA JI; 15--20-(l lfl1H 1~ SU/.JIJR APPUED AT /HE RA IC OF ~ lb.. PER AC/IE o. A"J.'4~~A¾Aifo '1 ":J'lf!l?'flr ~ ~}~!/ffe,\irJ..iB'!'il': a. 1RACK WAIJGNG SI..OFU SJUPtR TIIAN I I b. HARROIIING ~S 6: 1 OR FlA T7DI THAT A/If svmaENn. Y FRIABlL c. l1IPPfNG AREAS 1HAT lllL IIOT BROK /JI' USING I lnlS a rR b ABOIE Z. a:N:100"/ING THE SOILS SO JHAT IT IS SUTAIU FM l'!.A/fn,«; ~ a. ADJJSTING THE SURFACE SGW. liKISTURE 1D PRO'rlOC A DAIii' BUT NOT SA IIJRA 1fD SEEll 8ED. Ii. 1H£ Al)/)/7/CII OF SC!I. AMENO/lENJS. PH AOJJSTIIENT, LEAOM 111 COVERING SAL/NC SGW.S ro PtrO"MJED lfABU CONOITl<MS FOR GROWIH. E. HYOROSEEOEO AREAS SHALL BE MAINT,4/NfD m PROlllf' A lfGOROJ:, tJIOim UNilt THE PRO.ECT IS PERIIANEN IL Y LNIDSCAPfD OR, Fa! ARE"AS Mfl£IIE HYOROSSED/NG IS THE PERMANENT LA/11.1,Cl.up'Co Ul/11. ff: PRO.ECT IS COMPI.ElfD ANO ALL BONDS Rfl.EASED. T,\Engr\2407\PA6\Grci\2407.6er05 dwg './2E 00< 08•'.l '36 AM F<;T CJSD?IPf $?MP QUANUTY STABI.JZED CONSTI/UCIKM ENIRANCC . . . . . . . . . . . . . . . .. . . .. . . . . • . . . . . . . . . ~ I SL T ff1KE · · · · · · · · · .. · · · · · · · · · · .. · · · · · · · · · · · · · · · · · · · · · · · · · · · · · .. · · .. · · · 0--0-0-0--0--0 GRA1£1. BAGS · ............ ··•· ....................................... · · FIBER RaJ. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --• --- R/W R/W J(f I J(f 1J' 34' 1J' I I I I ' ,. tt ---~ -···· .: ·------~---.CL ... .": ~ " , .. .. -~·-···-···' :1:1.!S' , ....• :l:1.5' " PROP05W s T ma: SUBGRA/J£ UNDCRaJT PUBLIC PROPOSED LOCAL STREET AL \£RTON DR/'1£, DISCO\£RY ROAD, TOPIARY STRffT, INGI..ETON A VENU! SC-B sc-, T'rPICAL SfC110N NO SCALE 1~ MIN. (ROIJCH GRAD£} Sla,E Slc CITY Sil). OIIC. GS-14 SECTTONA-A NOD 1. U~ SS-Z. SS-.X 55-.f, SS-/t OR SS-7 AS APPRO~ BY INSPEC~. Z. SED/M£NT TRAP W/4" P\'C 00Tl£T, 1' HIGH 1t J' MD£ O\tRFLOW ON1D SS-7 W/tWc ROW OF SANIJBAGS ALONG EDGC OF SPILLWAY. FOP OF TRAP 6" ABOl,f' OIERFLOW. MIN. SIZE IO'x20'. EOW SHALL DE51GN FOR PADS OlfR 7,500 SF. BENCHMARK FIBER RW CJESCRIP"/lall: BRASS lJf5K IN ~ IN A STANDARD SUln£Y llfU CM ON CENTrRUNE OF El. CAM/HO REAL 2 EA. 1,010 LF'. 4,100 !.f'. LOCAJDt COUIITY OF SAN Dl£GO BENCHMARK DES/GNAQ NO. R18DO ?(111+11!/fC EZEVA 17GW: JII. 407 II.SL DA 1UJI: N. G.11.D. 2' PRoJEcrDEsloN C'oNsvLTANTS .Pul•■a • IIWY 7 tm. t am C • lllfl'lll"'Jml 701 B Street, Suite 800, San Diego, CA 92i0l 619-235-6471 FAX 619-234-11.Wl ~~--1-1 -·-ft z~,o •rJ'f PM - CRUSHE1) AOO'!EGA 1E: flf!AJE1l "THAN J" BUT Sl,IALL£R THAN 6 12• MIN., UNl£SS OTHfRIWSC SPEClf/ED BY A SOllS ENGINCER SECTION B-B N. f.S. N01f: CONSTRUCT SEDIMENT BARRIER ORIGINAL GRAD£ I; ;t: ! AND CHANNEUZE RUNOF1' ro ~ SElJIIIENT TRAPPING Oe\.fCE CORR/J6ATW S11iEl. PAJ./El.6 . ~ . -~, • 0 . I I I I B B ..,__ ________ 50• 111N. ---------1 MATCH EXISTING GRAD£ OR FOUR llMES 1H£ CIRCVl,IFERENC£ OF 111£ LARGEST CONSTRUCllON VEH/a.E JR: Na.EVER IS GRCA 1£R PLAN N. T.S. STAEi tZB> CONSTRUCT10N ENTRANCE H/W 0 TYPICAL SECTION NO SCALE SECTION B-8 J GS Ill 5' 5• !l !t ~l 2 )IGS " ~.-. W-r1:r,,o· ll£JR lt£IR B --'-• B I B ff/fl 0 TEMPORARY DESIL TING BASINS AT INLETS IN SUMP CONDITION 'MOTH AS REQUIRED ro ACCOMOOA'lC ANTICIAJfD TRAFl'IC TEMPORARY DESIL TING AND EROSION CONTROL/SANDBAG DETAILS NO SCALE GRA l£L BAGS O\.f::RUI' ONTO CURS ----- RUHa'F - GAP BfTWffif BAGS ACTS AS SP/LLWA Y .. .. THRfE LAYERS OF GRAl£L BAGS WITH ENOS OVERLAPPfD GRA~BAGS NO SCALE PROYIDE: 1£LOO'TY CHECK DAMS IN AU. Slli'EIT AREAS PA~ OR UNPA 1£1> AT THC /NlrRVALS /NO/CA 7F1) IIEI.OW. 1£LOO'TY CHECK DAMS SHALL 8£ CONSJRUCTro OF SANDBAGS. EARTH 0/KES MAY NOT BE USED AS 1£LOO'TY CHfCK OAIIIS re« Of H:E S111E£T LESS 1HAN 2X 2JC 7D 4% IHmtl'M. 90% COlt/PACJfD EAR1H BfRlll--, 12" TrP OF SLOPE AS SI/OW/,/ ON PLAN 4• ----5, -~AAIES,,j (M4lt 101 EI..ADED 8"'At F 4/CJ WM NO SCAU I. SET POS1S AND DCAVAIE' A 4 l!Y 4 IN (10 BY 10 CM) TRENCH UPSLOPE fROt,/ AND ALONG TH£ UN! OF POSTS. Z. STAPI.E 11ft ffNC1llt: 10 THE POSTS. J. ATTACH THE fll.TER FABRIC 1D THE liWRE ITNCE AND EXID/0 IT INTO TH£ TRENai 4. BACKFILL AND CO/,IPACT THC EXCAVAml SOL I ~..dlt=" SILT FENCE U}f STM'f N01!: 1• X 1• STA.6E' (25 • 25mm) flBrn /10l.L INSTALLA TICJII HEQUl'1FS THE PI.ACEMENT AND SECURE ST AK/NG OF THE ROCL IN A TRENCH, J"-5" (75-125mm) DEEP, DUG OH CONTOUR. RUNOF1' IIUST NOT 8£ ALLOll£Il ro RUN UNDER OR AROUND Ra.L. NO SCALE I---..__ ,~_.') SPAaNG DEPENDS ' ON SOIi. TM AND SLOPE STE£PH£5S FIBER ROUS /tll.JST Bf Pl.ACED ALONG SLOPE CONTOU/?S SfD!MtNT. ORGANIC MAT'lm AND NA if.£ SEEDS ARE CAPTIJRfD BEHIND THE ~ FIBER ROLLS INSTALLATION ON SLOPES I EX!S1/NGGROUND NO SCALE I I H (IN F!!l) LESS 1HAN 111 B 111 ro 20' O\fR 20' ,«. • ' { . • Tlff' C OIi D 7flllt4a DRAIN AS REQUIRED BY GS-If FOR CUTS AND FIUS I EXISTING GROIHJ TM 8 f/RO'lf Ol1CH AS REQIJIREO BY GS-14 FOIi CUTS AND FUS A I Z' J.5' H/5 f 4' + H/10 H/5 ( '"' twt.) (10' IIAX) TYPICAL SLOPI! SETBACKS FROM SUBDIVISION BOUNDARY NO SCALE « 7D 10. AS REWIRED 100 FEIT 50 FEIT 25 FEIT 0~ 10. t---t---t------------__,~__,~__,..,..___,..,.._~ 1 sH5EET I CITY OF CARLSBAD f SHE7ETS [ ENGINEERING DEPARlMENT '--_;~ii:~:----------------t---+--+------------+--+---+--+-~ :::::::==~================::::::'....:==~ "AS BUILT" EROSION CONlROL PLANS AND SlREET CROSS SECTIONS BRESSI RANCH PLANNING AREA 6 EXPIRES 12-31-051 ,:bo''tl•~ . DRAWING NO. 411-3A J.f<. 2401.,., 050604 C =E U1 C) 9-. .,::a. ....., ...... ...... I (,J l> • .,---f"!---_____ ..,,~----····· LS+f)(J " /1 /I . ' ;: !! // /! JVJJ-\P PLANNING AREA 3 PER DWG No, 400~BA YJ-i-:_; .-: ·--+ GATEWAY ROAD PER DHG ND. ~00-8 ~-············-----r-----·····---··-· ·····--------· ,-,,,,"'=============·~:·-t;-·· ,/' .,..--.------~~s;},---,~--=---~---· .. ········· ...... --------// ,," J:l.._ ---- }---, 0 -1 , a ~ (!) =s::: Ci er: LL] Q, ! I l i ! ; i : I . i [ ' ! j I ! ! I , I i ; ' ' I I ' I i t + I l t I t r , I I , I I I ' l ! w ! ; ii i I I r! . 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