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HomeMy WebLinkAboutDWG 413-7B; CT 02-14 (4); BRESSI RANCH PA 9 PHASE 1 UNIT 4; 01-03, ' . i . ;1 ----------------------------------------------------------------------------------------------------------------------------------------------------------·· CRADINGNOTES: (IN ADDtnON TO 71-IE REQUIREMENTS OF CHAPTER 15.16 OF 71-IE CARLSBAD MUNICIPAL CODE.) I. THIS Pl.AN SUPf:RScDES ALL O 11/i;.R Pf..AHS PRf:.VIOUSL Y N'PROVED 8Y THC CITY OF CARLSBAD RfGARDING GRADING SHOWN ON THIS ScT OF Pl.ANS. 2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR WN\I!" ANY PORllOH CF THE CARt.SBAO MUNICIPAL CODE; RESOLUllON OF COND/llONAL N'PROVAL. CITY STANDARDS OR OTHF:R ADO/llONAL DOCUMENTS USTEO H£REON AS 1HCY MAY Pf:RTA/N TO THIS PRO.ECT. THC £:NG/NITR IN RESPONSIBLE CHARGE SHALL RfVISE 11/fst Pl.ANS 'Mif:.N NON-CONFORMANCE IS DISCO',fREO. CRADING NOTES (cont) 29. THE OWNUI/N'PUCANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRAD/N(1 Pl.ANS 'ft!TH THAT SHOWN ON BOTH THE LANDSCN'E ANO /RR/GA noN PLANS AND Tl/! CARLSBAD TRACT IMPROVEMENT Pl.ANS AS REQU/RfO FOR THIS 'IIORK IN ACCORDANCE 111111 THE LANDSCN'E MANUAL llME REQUIREMO/Ts. STORM DRAIN PIPE SHALL 8E Rf:./NFORCEO CONCRETE PIP! 111111 A MINIMUM 0-lOAO OF l,J50 OR ASBESTOS CfMENT PIP! rl!TH A MINIMUM 0-LOAO JO. OF 2,000. FOR PRIVATE STORM DRNNS, PIPfS UP TO 15" PVC MAY 8£ U11LJZED PROVIDEO OEP11i IS LESS 11-IAN 15 FFET AND BACKFll/£0 11111-1 J/4" ROCK PER SDRSD S-4 TYPE". •c• ANO PIPE MEETS ASThl STANDARD JOJ4 FOR SOR J5 SOLID WALL PfPE. JI. 'MIER€ AN EX!SllNG PIPE". UNE IS 10 BE ABANDONEO AS A RESIJI.T OF 111£ GRADING OPERAllON, IT SHALL BE REMOVED IIITHIN rllfNTY FEET OF 8/J"-.OING OR STREET AREAS ANO REPf..ACEO "'111 PROPf:Rf. Y COMPACTED SOILS. IN OTHER AREAS, THE PIPE "'U 8£ PLUGGED 'ftl11i CONCRETE OR RfMOVED AS N'PROVED 8Y THE CITY ENGINITR. BRESSI RANCH NO. CT-02-14 RESIDENTIAL 9 PHASE 1 LEGEND ~ (263) Pl.AN NUM8ER (R=REVERSc) LOT NUMBER PAO 11.EVA llON . .l CITY N'PROVAL CF Pf..AHS DOES NOT R/1./f\lE THE Df'rUOPER OR £:NGINITR-OF'- WORK FROM RESPONSIBILJTY FOR THE CORRfCllON CF E:RRORS ANO OWSSIONS DISCOVU?f;O OUR/NG CONSJRUCnON. All Pl.AN RfVISIONS SHALL BE PROMP7l Y SUBMITTfO 10 THC CITY ENG/NEER FOR N'PROVAL J2. THE CONTRACTOR SHALL VERIFY 111£ LOCAnoN OF All (XISnNG FACILJnES (ABO\.£' GROUND AND UNDER GROUND) "'THIN THE PRO.£CT SITE sumCIEN7lY AHEAD OF GRADING TO PtRMIT THE REVISION OF THE GRADING Pt.ANS IF ,r IS FOUND THAT 111£ ACIUAL LOCA nONS ARE IN CONAJCT 'ftl11i THC PROPOScD !\ORK. CASSIA (LOTS 263 - PA 268 & 281 -284) !PE 694.5! !FT 695.2! IGFT 694.51 RN/SH FLOOR 11.EVA TION GARAGI: FLOOR 11.EVAnON BACKFI.OW PRfV£NTER R[QU/RfO \ 4,. A RIGHT-OF-WAY PERMIT FROM THE CITY ENG/NEER IIILL 8£ R[QU/RED FOR ANY WORK IN THE PUBUC RIGHT CF WAY. PRIOR 10 PERMIT ISSUANCE, A <:£RT/FICA TE CX' INSURANCE MUST BE FILED NAMING THE CITY CF CARLSBAD AS AN AOO/llONAL INSURfO ON THE Pf:.Rl,IJTTEE'S POLICY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCURRf:.NCE CF UAB/UTY. THE INSURANCE COMPANY WRlnNG THE POLJCY MUST HAIi!" A RAnNG CF "A" ANO A SIZE CATEGORY OF ct.ASS VAS ESTAEJIJSHED BY "BESTS" KEY RA llNG GUIDE. JJ. THE CONTRACTOR SHALL NOllFY AFF'ECTED UnLJTY COMPANlfS (Sff £311.0W) AT LEAST TllO (2) FVU 'IIORK/NG DAYS PRIOR TO STARllNG GRADING NEAR 11/EIR FACIUnES AND SHALL COORDINATE THE 'IIORK 'ftl11i A COMPANY Rf:.PRESENTA ll'vE UNDERGROUND ScRVICE ALERT t-800-422-4tJJ CITY OF CARLSBAD (STREETS .t STORM DRNN) SDGM f•8Q0' 660-7J4J CITY OF CARLSBAD [Scl\£R,WA7ffi .t RECI.AIMED WATER) sec 1-80d-892-012J AD£11'HIA CABLE COMMUN/CA nONs (760) 4J8-774t cox COMMUN/CA noNS (760) 806-9809 (760) 434-2980 (760) 438-2722 $ UNtESS EXEI.IPTE:O 8Y SccnoN J01.(b)5 OF THE UNIFORM 8UILDING CODE, RfTA/N/NG WALLS OUTS/0£ OF PUBLIC RIGHT CF WAY /?fQUIRE SEPARATE ro?MITS FROM THE 8/JIWING Df:.PARTME:Nr. J4,. PERMIT COMPUANCE REQUIREMENTS: 6. //0 WORK SHALL COMMENCE LINIIL ALL Pf:RMITS HA\.£' BEEN 08TNNEO FROM 7HE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE Pl.ANS BY 11/f CITY ENG/NEER DOES NOT AUTHORIZE ANY 'IIORK OR GRADING TO 8! PERFORMED UN Tit THE PROPf:R TY O WNf:R'S Pf:.RMISS/ON HAS BEEN OBTNNEO ANO A VAUO GRADING PERMIT HAS 8EEN ISSL/fD. & NO RfVIS/ONS 11111. 8£ MAD! 10 THESE Pl.ANS 'ftl11iOUT 111£ rlf?IT/EN N'PROVAL OF 111£ CITY ENG/NEf:R, NOTED 11111-IIN THE REVISION BLOCK, ON THE APPROPRIATE SHf:.ET OF THE Pl.ANS AND THE n 1l.E SHE[T. 9. ORIGINAL DRA"'NGS SHALL 8ECOME THE PROPERTY OF THE CITY UPON IJE/NG SIGNED 8Y THE CITY ENG/NEER. A. FOR CONTROLLED GRADING-THE APPUCANT HIRES A CIVIL ENGINEER, SOILS ENG/NEER, AND/OR GfOLOGIST 10 GIVE TECHNICAL ADV/Cl; OBSERI£' AND CONTROL THE WORK IN PROGRESS {15.18.120A.8./ CARI.SBAO MUNICIPAL CODE. 8. PRIOR TO RNAL APPROVAL <F A GRADING PERMIT-THE FOLLO"'NG /?fPORTS MUST 8£ SU8MITTE:0 TO THE CITY ENGINEER 11A ll!E PRO.ECT INSP[CTOR {15.16.120A.1o/ CARLSBAD MUNICIPAL COD£: (1) RNAL RfPORT BY SUPERVISING GRADING ENGINEER STAnNG ALL GRADING IS COMPU:TE All EROSION CONTROi., SLOP€ Pt.ANnNG AND /RR/GA nON ARE INSTAUED IN CONFORMANCE 1',111/ CITY GOOF: AND mE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE l£T1FR FROM CITY ENG/NffR DEPARTM£NT). (2) AS-8UIL T GRADING Pt.AN. (J) REPORT FROM THE SOILS ENGINEER, 'Mi/CH INCLUDES RECOMMENDED SOIL BEARING CAPAClllES, A STA TfMENT AS TO THE EXPANSIVE QUAUTY CF THE SOIL. ANO SUMMARIES OF Fl/1.0 AND LABORATORY TESTS. 7HE REPORT SHALL ALSO INCLUDE A STATEMENT 8Y ll/E SOILS ENG/NITR THAT THE GRADING WAS DONE IN ACCOROANCE 111111 THE REQUIREMfNTS AND Rf:.COMMENDAllONS OUIUNEO IN 11/E PREUMINARY SOILS RfPORT AND ANY SUPP!.EMENTS THERETO. (4) REPORT 111111 AS-8UILT GHXOGIC Pl.AN, IF REQUIRfD 8Y 11/E CITY. 10. THE ORIGINAL DRA'ft!NG SHALL BE RfVISEO 10 REFIECT AS-BU"-.T CONDlllONS BY 11-IE ENGINEER-OF-'IIORK PRIOR 10 FINAL ACCEPTANCE OF THE WORK 8Y THE CITY. i,. ACCESS FOR FIRE ANO 011-IER EME:RGENCY VEHIC1.£S SHALL BE MAINTAINED TO THE PRO.EDT SITE AT ALL nMES OUR/NG CONSTRUCnON. JS. UNl£SS A GRADING PtRMIT FOR THIS PROJECT IS ISSUED Y,!TH/N ONE (,J YEAR AFTER 11-lf". CITY ENGINEER'S N'PROVAL. THESc Pl.ANS MAY fJE REQUl/?fD TO BE RESUBMITTE:O FOR Pl.A~~. PI.AN~K FEES ~l . R[QU/RED Fbk ANY SUCH RECHECK. ii!t.iTHEt!t[{ f'T n~ ~ ~:. ~-:;~~ ~_{eo~ ~0~~!11-~"'.J, 12. 'MIER€ TRENCHES ARE 'ft!THIN CITY EASEMENTS, A SOR.S REPORT COMPRISED OF: (A) SUMMARY SHEEr. (8) LABORATORY WORK SHEETS AND (C) COIIPACllON CURVES, SHALL BE SUBli/TTE:O 8Y A PROffSSIONAl ENGINEf:R CF n-lE STA TE OF CAUFORN/,'. PRINC/P ALLY DOING 8/JSINESS IN THE Fl/1.0 OF N'PLJEO SOILS MfCHANICS. THE SOILS Rt.PORT IIIU 8£ SUBlil TTfO 10 THE CITY ENGINEERING INSPECTOR Y,fTH/N TllO (2) 'IIORKING DAYS OF THE COMPLEllON OF Fl/1.0 TESTS. · -Ah GRAo"fNo ~'tt BE DON£ IN~ D~CE 111111 THE RECOMMENDA ~, • ~l Lf, loo; AND SPEC/FICA llONS CONTAINED IN SAID SOILS REPORT. PROJECT SITE IJ. A SOILS COMPACllON Rt.PORT ANO COMPUANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDA nONS OUTUNEO IN THE SOILS REPORT IS REQIJ/RfD PRIOR TO THE ISSUANCE OF A BU/WING Pf:RMIT. ALL CONTROLLED GRADING SHAU BE DONE UNDER Tl/! DIRfCllON CF A PROFESSJONAl ENGINEER OF THE STA TE CF CAUFORNIA PR/NCIPAU Y DOING 8USINESS IN THE Fl/1.0 CX' N'Pl.lED SOILS l,l[CHANICS. ALL FILL OR FUTURE Fill AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE 111TH THC CITY OF CARLSBAD STANDARD SPEC/FICAllONS ANO THE • EARTHWORK SPECJF7CAllONS • ATTACIIEO 10 THE PREIJMINARY SOR.S INVESnGA noN. DAIi. y Flf11) COMPACnON REPORTS mLL 8£ SU8MITTf0 TO Tl/! PRO.£CT INSPECTOR. 14.. A PRFCONSTRUCTIQN MffUNG $HAIL Rf HFJQ AT TII£ Sllf PR/08 TO llf'f 8fGfNN/NG Of lll'JfflC ANO SHAii Bf A TIDIDfTI BY All RfPRfSfNL! U\£$ RfSPONSIBLE FOR CONSTRUCllON. INSPECllON. SUPERVISION. TESllNG ..¢1/if---'Arr.lli'Fm-... Tvn: ;;,r/ALL In< MEEnm, 11/ROUGH Tl/! PERMIT CLE:RK (760-4J8-J891) AT LEAST FIii!" (5) !\ORK/NG DAYS PRIOR 10 STARllNG CONSJRUCTION. APPRO'vtiJ DRA'ft!NGS MUST 8£ AVAILABLE PRIOR TO SCHEOULING. THE GRADING Pf:.RMIT llfll BE PROVIDED 8Y THE PRO.ECT INSPECTOR AT TH£ MEE7/NG. 15. Al L INSPECUON REQUESTS QTIIER THAN FOR PRECOl{STRUCUON MffUNG ~IL Bl MAD£ BY CAIi iNG llf'f [N('.JNEFR/NG 24-HQ1t8 IN$PFCUON RfQl/fST I INC AT (76QI ,fJB-3891. INSPECUON RfQUEST$ MUST Rf RECEl'A."Q PRIOR TO 2: 00 Pt,/. ON 7Ht DAY BEFORC THE INSPECllON IS NEEDED. INSPECllONS 11111. BE MADE THE NEXT WORK DAY UNl£SS YOU REQUESf OTHERrl!SE. RfQIJESTS MADE AFTER 2; 00 P.M. 'ftflL BE SCHEOULEO FOR TI\O (2) f1JLL 'IIORK DAYS LA n;R. 111. 111£ OWNF:R AND/OR APPUCANT THROUGH THE DE\IUWf:.R ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY OEWCES. /Na.UDING SHORING, ANO SHALL BE SOL/1. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE ANO FEDERAL SAFETY AND IIEALTH STANDARDS, LAll'S ANO REGULAnoNS. ,,. THE CONTRACTOR SHALL CONFORM 10 LABOR CODE ScCnON ~705 8Y SU8MlmNG A DfTAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO'ft!N(; THE DESIGN OF SHORING, fJRACING SI.WIN(; OR OTHER PROVISIONS 10 BE MADE OF 'IIORKER PROTECnON PROM ll!E HAZARD CF CA VINO GROUND DURING THE EXCAVA nON (X' SUCH TRENCH OR TR£:NCHES OR DURING THE PIPE INSTALLA nON THEREIN. THIS Pt.AN MUST BE PRfPAR[f) FOR ALL TRENCHES FI\IE FEET (5? OR MORC IN Df:.PTII AND APPROVED BY THC CITY ENG/NITR AND/OR CONCERNED AGENCY PRIOR TO EXCAVA noN. IF THC pt AN VARIES [ROIJ me SHORING SYS!f/,/ STANDAFIDS ESTABIJSHED BY THE CONSTRUCnON SAFFTY ORDERS. nn_c 8 CALIFORNIA ADMINISTRA n',,( CODE. THC Pf.AN SHALL 8£ PREPARED BY A RfG/S[[RfQ ENGINEER ,', T THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVAllON PERMIT MUST BE SUBMITTE:O TO THE INSPECTOR PRIOR TO EXCAVA nON. 111. NO BLASllNG SHALL BE PERFORMED UNTIL A VALID BLASnNr; Pf:RMJT HAS BEEN OBTNNEO FROM THE CITY OF CARLSBAD. SU8MIT N'PUCA nON FOR BLASnNG PoRMIT 11£1.l IN ADVANCE OF THE SCHEDUUNG OF BLASnNr; OPERA nONS 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'IIITHIN ANY WORK AREA DUR/NG CONSJRUCTION, OPERA noNS l\1t.L CEASE IMMf:.DIA TEL Y, ANO 7HE Pf:Rli/TTfE "'LL NOTIFY THE CITY ENGINEER. WERAllONS 111!.L NOT RESTART UNTIi. THE PtR/JITTfE HAS RECEIVEO WRITTEN AUTHORITY FROM 11/f CITY ENG/NEER TO 00 SO. 2(). ALL OPERA nONS CONDUCTED ON THC SITE OR ADJACENT ll/ERfTO, INCLUDING WARMING UP, RfPAIR, ARRIVAL. DEPART/JR[ OR OPERA nON CX' TRUCKS, EARTHMOvlNC EOUIPM£NT, CONSTRUCllON £QIJIPM£NT AND ANY 01H£R ASSOC/A lfD GRADING EQUIPMENT SHALL BE UM/TEO TO THE PER/00 BET\lff:.N 7: 00 A.M. AND SUNScT [ACH DAY, MONDAY 11-IRU rRIDAY AND NO fARTHMOVING OR GRADING <H:Rkl)ONS SHALL BE CONDUCTED ON l\£EKENDS OR HOLIDAYS (A UST OF CITY HOLIDAlS IS AVAILA8Lt AT THC ENG/NEERING Df:.PARTMf:.NT COUNIER.) 21. ALL OFl,.s,TC HAUi. ROUTES SHAJ.l BE SIJBl,IJTTfD BY THE CONTRACTOR 70 THC CITY ENG/NEER FOR N'PROVAL TI\O (2[ f1JLL WORKING DAYS PRIOR TO IJEGINNING Of WORK. 22. /MPQRj MATERIAL SHALL 8£ OBTNNEO FROM, AND WASTE MA lffilAl SHALL 8£ DEPOS/.TEO Ar, A SITE N'PROVED BY THC CITY ENG/NEER. THE CONTRACTOR SHAL[8£ RESPONSIBLE: FOR ANY DEBRIS OR DAMAGC OCCURRING ALONG /Ht HAUL ROUTES OR ADJACENT STRffTS AS A RESLIL T OF THC GRADING WERA llON. 2J. EJRUSH SHALL 8£ REMOVED ONt Y 'ftl11i/N THE AREA TO 8£ GRADfD. NO 1/?fES ARE TO BE REMOVf.D UNl£SS SPECIFICALLY NOTED ON THE Pl.AN. 24. ALL AREAS SHAU BE GRADED TO DRAIN. GRADING RESUL llNG IN 111£ PONDING OF WATER IS NOT PERMITTfD.ALL EAR7HEN SWAl£S AND DITCHfS SHALL HAI£ 1~ MIN. SI.OPE 2$. THESE Pl.ANS ARE SUB.ECT 10 A SIGNEO ANO APPROVEO SET OF EROSION CONTROL Pl.ANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS N'PROVEO BY TH£ CITY ENGINEf:.R OR AS DIRfCn::D BY THE PRO.£CT INSPECTOR. 211. All st.OPES SHALL BE TRIMMED TO A RN/SH GRADE 10 PR(J()l)CE A UNIFORM SURFACE AND CROSS ScCllON. THE SITE SHALL BE LEFT IN A NEAT AND ORDERI. Y CONDmON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED ANO DISPOSED OF AT A SITE N'PROVEO OF 8Y THC CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STAB/UZED, PI.ANTE:0 AND/OR HYDROSEEDEO IIITHIN TEN (10) DAYS CF THE llME 'Mif:.N EACH SLOPE IS 8ROUGHT 10 GRADC AS SHOWN ON THE N'PROVEO GRADING Pl.ANS. 211. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING Pl.ANS FOR 11-IIS PRO.ECr, DRA'ft!NG NO. Jll-Jl, AND/OR AS DIRECTED BY THE CITY £NG/NEf:R OR Pl.ANNING D/RfCTOR. CONTRACTOR'S NOTE 'DECLARAT10N OF RESPONSIBLE CHARGE' I HEREBY DECLARE 71-IA T I AIJ 71-1£ ENGINEER OF WORK FOR 71-1/S PROJECT, 71-IA T I HA VE: F:XERCISED RESPONSIBLE: CHARGE O\IE"R 71-IE: DESIGN OF 71-IE PROJfCT AS D£FINED IN SECTION IJ70J OF /HE: BUSINESS ANO PROFESSIONS COD£, ANO 71-IA T 71-IE DESIGN IS CONSISTENT \1,117-/ CURRENT STANDARDS. I UNDERSTAND 71-IAT 71-IE: CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY 71-IE CITY OF CARLSBAD IS CONFINf:.DTO A REVIEW ONLY AND DOES NOT RELIEVE: ME'., AS ENGINEER OF WORK, OF MY R£SPONSl8UnES FOR PROJECT DESIGN. FIRM: ___ P_R_O_JE_C_T_DE_S_IG_N_C_ON_SU_L_TA_N_TS ___ _ ADDRESS: 701 B STRf:.ET, SUITE 800 -----~~-------- Cl TY, STA TE: SAN DIEGO, CALIFORNIA ---~----------- TELEPHONE'.: (619) 2JS-6471 ---'--~.,....-'------- ~ 1-r1-~ B~c'~l1f5 M KIL~€ R.C .• ' -. 466'1'2. --~------------ DATE: REGIS TR A noN EXPIRATION DA TF:: 06 -$0-07 SOILS ENGINEER'S CERnACA TE 1, A),·/,;.,._~ t'~ ... ,1',. l,!/o-"-..fl,4ff • REGISTER[J) CIVIL ENGINEER OF me STATE OF CAUFORNI,'. PRINCIPALLY 0/NG BUSINESS IN me FIELD Of APPUED SOIL l 5 SHEET INDEX SHffT I SHEE:T 2. SHffT J. .. i;J \ OSc DR/I£' NScmA LANE VICINITY MAP NOT TO SCALE . Tl7lE SHEET . KEY MAP, DETAILS, SPECIAL NOTES . PLAN 11EW SOURCE OF TOPOGRAPHY MECHANICS, H£REBY CERnFY THAT A SAMPUNG ANO STUDY OF 111£ son. CONO!nONS PRF:VALENT 'ftlmlN THIS SITE WASMADE BY ME DR UNDER MY DIREcno'iJfTWEEN mE • / DA TES OF .S•~ ,r#NI !WO "-I"-.,./ , 'L#~ 00 (2) COMPLETE COPIES OF m'E: SD/LS REPORT COMPILED FROM m,s SIVDY, 'ftl71-I MY RECOMMENDA noNS, HAS BEOI SUBMITTfO TO mE OFT/CE OF THE CITY ENGINEER. TOPOGRAPHY SHO'M-1 ON THESE PLANS WAS GF:NERA TED BY PHOTOGRAMMETRY ~ -, ·· METHODS FROM INFORMAllON GAmER£D ON MAY 11. 1998 ///11. ,I]~ ~~·~; ___ BY SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOURS SIGNED: j,,/a_ (.1/,(..._ DATE: 5°·11·0J/ 1/.').?-'~ •. "< ,~,!)\PER D~ NO. 400-8A. rlllUAM DA \110 a.SON ,il.!1 i{ 111o. ~233 -'': t., \l TOPOGRAPHY SHOWN HEREON CONFORMS TO NA nDNAL MAP ACCURACY STANDARDS. R.C.E. NO.: 452/JJ. LICENSE EXPIRAnON DATE: o9/Jo , 1t -W.& ; 'BASIS OF BEARING OWNER'S CERT1FICA 7E: ~~ 0~~~~()'+-il' mE BAs1s OF BEARING FOR m,s suRVEY 1s TH£ cAuFoRNIA cOORD1NA TE ~ SYS70!, NAO BJ, ZONE 6 !WO WAS ESTABLISHEO 8Ef,lf£N STA noN NO. I (llf) HERfBY CfRTIFY /HAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR Witt V-2002 P[R R.O.S. 1402J AND STAllON NO. SDCPS-41 £STABLISHED BY RfTAINED TO SUPf:.RVISE OVER-All GRADING ACnVITY AND ADV/Sc ON THE COMPACTION AND mE COUNTY OF SAN DIEGO PER SAN 0/fGO COUNTY HORIZONTAL CONTROi. STAJ/UTY ,-THIS SITE BOOK, IE, N88'54'05"W. THE COM8/NED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GR/0 DISTANC£ = GROUND DISTANCE X COMBINED SCALE'. FACTOR. ALL MEASUREO DISTANCES SHO'M-1 HEREON ARF: GROUND DISTANCES. THE MAPPING ANGI..£ AT STA noN V-2002 IS -O"J2'51.881" I .\, ~~f---- AI./E: • a OWNE fl/DEVELOPER NAMF:: ADORfSS: PHONF:: GREYSTONE HOMES 1525 FARADAY A VENUE, SUITE 300 CARLSBAD, CA. 92008 (760) 918-7765 NOTE: THE CONSTRUCllON OF UNDERGROUND FACIUllES SHALL NOT IJEGIN UNTIL A LETTER HAS BEEN SUBMITTED TO THE CITY ENG/NE£R FROM mF: SOILS ENGINE£R STA nNG me SEffiEMENT FROM ROUGH GRADING IS COMPLETE BRESSI RANCH REFERENCE DRAWINGS SE£ DRAWING NO. 400-8 FOR BRESSI RANCH RESIDENllAL STREET IMPROVEMENT PLANS. Sc! ORA 'ft!NG NO. 400-BA FOR MASS GRAOING AND EROSION CON TROI. PLANS ScE ORA 'ft!NG NO. 400-BC FOR BRESSI RANCH RESIDENTIAL STORM DRAIN PLANS. SEE DRAWING NO. 41J-7 FOR BRESSI RANCH RESIDENTIAL IMPROVEMENT PLANS. SE£ DRAWING NO. 41J-7A FOR BRESSI RANCH RESIOOITIAl GRADING PLANS. QUOTED BEARINGS FRO/J REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSIEM. LEGAL DESCRIPOON LOT 9 OF CARLSBAD TRACT CT 00-06 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CAUFORNIA ACCORDING TO mE MAP THEREOF NO. 14600, FILED IN ll!E OFT/CE CF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 29, 200J, ANO THE REMAINDER LOT OF CARLSBAD TRACT NO. 02-14 UNIT NO. 4 IN mE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP mt:REOF NO. 14775, FILED IN me OFT/CE: OF mE COUNTY RECORO£R OF SAN DIEGO COUNTY ON APRIL 29, 2004. THIS PLAN SET INCLUDES ONLY LOTS 26J 10 268 ANO 281 TO 284. PROJECT LOCA TlON mtS PRO..£CT IS LOCATED 111111/N ASSESSORS PARCEL NUM8ER(S) 21J-122-02 THE CALIFORNIA COORDINATE INDEX OF THIS PRD.ECT IS: 1990-6252 SPECIAL NOTES THE FOLLO'ft!NG NOTES ARE PROVIDED TO GIii!" DIRfCllO/'IS TO THE CONTRACTOR BY 11/E £NG/NEf:R OF 'IIORK. THE CITY ENGINITRS SIGNATURE ON THESE Pl.ANS DOES NOT CONSnTUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY llll1. NOT 8£ RfSPONSIBLE FOR 1HEIR ENFORCEMENT. ,. THE LOCA nON OF EXISllNG unuTIES ARE 8ASEO ON AVAILABLE RECORO INFORMA nON. CONTRACTOR SHALL VERIFY 7HE LOCAllON AND 11.EVAllON OF ALL EX/SllNG FAC/UT/fS (ABOVEGROUND AND UNDERGROUND) IIITHIN THE PRO.ECT SITE THIS !\ORK SHALL BE PERFORMED sumCIEN7l y AHEAD <F CONSTRUCnON TO PERMIT CITY N'PROVAL REVISIONS 10 THE CONSTRVCnON Pt.ANS IF ACTUAL LOCA llONS AR[ FOUNO 10 8£ IN CONAJCT 'ft!TH THE PROPOSED !\ORK. CONTRACTOR SHAU NOTIFY ENGINEER OF WORK <F ANY CONFUCTS OR ANY 011/F:R ununfS ENCOUNTERED PRIOR TO PROCEEDING 'ftl11i CONSTRUCllON. 2. CONTRACTOR SHALL TAKE PRECAUllONARY M£ASURfS TO PROTECT THE U11LJTY UNES SHOl'IH AND ANY OTHER UNES NOT OF RfCORD OR NOT SHOl'IH ON 11/ESE Pf..AHS. ANY PAVEMENT OR 011-IER EXISllNG SURFACE IMPROVEMENTS DAMAGED 8Y CONTRACTOR SHALL BE REPLACED AS RfQUIREO 8Y THE CITY OF CARI.S8AD ENG/NITRING DEPARTMENr. J. SAFETY PRfCAUllONS ANO ADEQUATE BARRICADING TO BE IN FORCE BY THE CONTRACTOR AT All llMES. NfJTHER THE OWNER NOR THE ENGINEf:.R OF WORK llll1. ENFORCE SAFETY MEASURES OR REGULAnoNS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MA/NTNN ALL SAFFTY DEVICES, INCi.UV/NG SHORING, AND SHALL 8E SOL/1. Y RESPONSl8Lt FOR CONFORMING TO ALL LOCAL. STA TE AND FEDE:RAL SAFFTY AND HEALTH STANDARDS, LAll'S ANO REGULAllONS. 4. All LENG11iS AND DISTANCfS FOR IMPROVEMENTS SHOWN ON TH£S£ Pl.ANS ARE MEASURED IN A HORIZONTAL Pl.AN!. 5. Tl/! DISPOSAL OF ANY ASBESTOS CEMENT PIP! SHALL 8£ IN COMPLJANCE 111711 ALL CURRfNT LOCAL. STA TE ANO FEDERAL REGULA noNS. 6. THE WORK TO 8£ DONE ScCTION ON THIS SHEET USTS THE STANDARD SPECIRCAllONS AND DRA'ft!NGS UScD DURING 11/E IMPROVEMENT Pl.AN / GRADING Pl.AN DESIGN. THESE Pl.ANS HA II!" 8EEN PREPAREO IN ACCORDANCE 'ft!TH THE CURRENT EDlllONS OF THE STANDARD SPECIRCAnoNS ANO DRA'ft!NGS IN EFFECT ON 111£ DA TE OF 111£ SIGNA TUR! BY THE ENGINEER OF !\ORK. 7. LOTS XXX USE CITY (F CARLSBAD Tiff I RETAINING WAIL. LOTS .W' USE ORIGINAL l?ECIONAl STANDARD ORA'NNG C-1 Tiff WAIL. AIR OUAUTY NOTES I. AU C/?A[)ING SHAU BE OONC IN COMPUANCC 'NTH Sl}Af'CO ANO CARS STANOAROS ANO REQUIREMENTS ANO OfJST CONTRa STAN/JAROS IN llTl.E 2, (F THE CAlFCYINIA ADl,(!N!STRA Tia-I COll!: 2. WA Tfll/NG rF THE CRA[)ING Sill: SHAU TAKE Pl.ACE BEFORE AND DI/RING GRA[)INO (Y'ff?A l/ONS TO U/N/1,(!ZE /JIJST CEJ{/J/,1 llON. A WA lER TRUCK SHALL 8£ l?EQIJIRETJ Tl) 8£ a-I Sill: AT AU T/YES Tl) THE SAnSFACllON (F THE CITY ENG/NEEi?. WORK TO BE DONE: 111£ GRADING 'IIORK SHALL CONSIST OF 11-IE CONSTRUCllON OF ALL CUTS AND RLLS, DRAINAGE FAC/Ull£S, EROSION CONTROL FACIUllES, ANO PI.ANllNG OF PE:RMANENT LANOSCN'ING AND PRf:.PARA noN OF AS-BUil T GRADING Pt.ANS. All AS SHOWN OR REQUIRED ON 7HIS S£T OF PLANS ANO mE CITY STANDARDS. SPECIF/CA nONS. REQUIREMENTS, RESOLUTIONS ANO ORDINANC£S CITE:O OIi THESE Pl.ANS. THE GRADING WORK SHALL BE PERFORMED Ill ACCORDANCE mm THE FOLLOrl!NG DOCUM£:NTS, CURRENT AT 11-IE nME OF CONSTRUCnON, AS 0/RfCTED 8Y THE CITY ENC/NEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF Pl.ANS 4. RESOLUllON NO. 5461 ANO 5464 DA TEO SEPTEMBf:R 17, 200J. 5. 7H! STANDAFID SP(CIRCA nONs FOR PUBUC I\ORKS CONSTRUCnON (GREEN 800K) (® ;;_~: ->--.-·--, [2J [2J NR CONOl llON/N(J PADS SWALI (1.f MIN) · · · · SWALE HIGH POINT rl!TII FLOW UNC 11.EVA nON -@"llio r;,&ZZW1'ZZili!Z3!1 • • • • • • -• • • • , •• , , . tXlliA 9£P'TH f0011Nt pJ i .. · .. .. · CURB !NtET ~ o------<x '.DtJ---~g --w-- -----1(s) --s-- ------ --11--11-- 111111111111111 I I I I I I I I I I I I I I I I I t+IIQIIII -o---<O>----<O>---- ••••••••••• -0----10>----- --0 O>---- Ll_ .. STORM DRAIN PIPI STORM DRAIN BO)I ( C/.!Ali OUT OR TYPC "F" INLET) STRUT UGHT FIRC HYDRANT WA 7ffi LA TERAL WATER MAIN S£1\£R LAWL ScOCR MNN . . . . ' TOP /TOE SLOPF: SU8DIVISON BOUNDARY FINISH GROUND CONTOURS (PtR GRADING Pl.ANS) OA )1JGHT UNE RETAINING WALL TYPE PER Pl.Ali ( SEPARATE ro?MIT REQUIRED) S'-(}" HIGH l!OOO FENCE S'-(}" HIGH l!OOO GA 7£ s•-o• HIGH TUBULAR Sl[/1. FENct 6'-7' MASONRY PILASIERS !J'-5' MASONRY WALL !J' WROUGHT IRON FENCE 111111 JxJ POST ANO DECORA nil!" CN> 5' ENHANCEO l!OOO FENct 'lfOOO Fi;.NCC AT RETA/N/N(J WAU DRIVEWAY STEP TO GARAG! ~-SOILS Rt.PORT AND RECOMMENDAnONS 8Y PACIFIC SOILS DATED 10/17/97 AND ADDENDUM DATED 08/01/01, GAS ScRVICE 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY fJE MODIREO 8Y 11/E CITY OF CARLSBAD STANDARDS a THE CARLSBAD MUNICIPAL WATER DISTRICiS STANDARDS ANO SPECIF/CA nONs FOR WA lffi, SEl1£R ANO R[ct.AIMEO WA ltR. 9. 11-IE CALIFORNIA DEPARTMENT OF TRANSPORTAllON, "MANUAL CF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE !\ORK ZONES°. 10. THE CALIFORNIA DEPARTMENT OF TRANSPORTAnON STANDARD SPECIFICAnONS DOCUMENT NO. 769692. 11. THE: CAUFORNIA OCPART/.1£:NT CF TRANSPORTAllON STANDARD Pl.AN, DOCUMENT NO. 769691. 12. THE STORM WATER POLLUnON PREVENTION Pt.AN (SIWPP) PREPARED BY POC DA TEO APRIL 2004. EAR71-IWORK OUANTTT7ES CUT: 650 CY . . . . . . . . .. P-;ese As·Built Praci&e Gr acting Pian~ 011~ represent tfitt QUAN71TY 18 4,665 'I, 18 1,200 z UNIT EA l.F EA EA EA EA ISi ....... .. DJ 0 .., ELECTRICAL TRANSFORM[R (SOGE J421) ABO\/!" GROUND ELECTRICAL HANDI/OLE (SOGE JJ12} £311.0W GROUNO . 11.ECTRICAL/CABLE/PHONE RISERS . RBER ROUS ---, ... J" P~ YARD DRAIIJ · · · · · · · GRATE INLETS, 4• NOS A TR/UM DRAIN OR APPROVED EQUAL · SIDEWALK UNDERDRAIN PER 0-21 · GRA \fl OR SAND BAGS · · · · · · · · · · · · · · · · , · · · , . J" PYO rA!iD D!iA/11 Cl.tA!( 0/Jt NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARO DRAWINGS UNLESS O~ERWISE INDICATED. FILL: .. .. .. .. . .. .. O CY IMPORT: . . . . . . . . . . . . . O CY EXPORT: 650 CY ....... REMEDIAL: 0 CY ~:;:11t co;,JJ/io.A.10' Pad eievat•~~;~,.~'",;! ,----P-L_A_N_N_IN_G __ ;:D_E_A_R_T_M_E_N_T_A_P_P_R_O_V_A_L_-.-------,"", A_S_B_U_I_L_T...,,,------t, e!E\iatior(:etterd~aA Cf/ 111"4 ~ ~ 'Al'-"/ ft and d'•'""il' swa:o rocat•on, ('e11.,. M.lq, M:\ DATE: r, + '&~~ ✓· ~~ dated (i(_t1/~, __J. ba<.4 on • , , sun.eyfield shots tal<on /II t1,•co1"Qla\l<>n of each oltteet (SIGNED) " z--i r-C, e .......... ' ' . NOTE: THE ABO\/!" QUANnnES ARE FOR BONDING PURPOSES ONl Y AND SHOULD NOT BE USED FOR FINAL PAY QUANnnES. construct,o,, stages. They do not repres9nl tho .,.b<JiN MICHAEL • HOLZMIL , PLANNING DIRECTOR -'-----------DA TE cona11,on& for any Jt!, .. iU,n,s showo on thwe pion• on LI..-. l,,..1 RCE 4~/(it, EXP. lt-al-~8 i,rtvoteproperfy(ot.eideoltt,,put,licnght-of•Nl!II (SIGNED) .!1...-..L_.DATE:tf,~ IU:1/Vl~ 5f:R EWED Ayo~-·1. PRIVATE coNTRAcT RECOMMENDED aY:tlJfrN'x::ll\.iva(\() l:i__-v~~ qy.;/,-1/.,941 rt--====~===~~====================~=======l====r====t(~PR~IN~T~t~~M~E:~r.===:;-';:=S=PE=C=T=OR========::;'D::'A=TE=:::::;:11 t------i~-------------1---+--+---+----I I SHE,ET I CITY OF CARLSBAD I SHEJETS 11·_ ENGINEERING DEPAR™ENT UNAUTI-IORIZED CHANGES & USES: The engineer preparing these plans wiU not be responsible for, 0< liabls for, unauthorized changes to or uses of thesa plan!. All changes to the plans must be in writing and must be approved by the ;ireparer of thes!! plar:,, California Council of Clvl Engineers IMPORTANT NOTlCB PRoJECTDFSIGN CoNSULTAN'IS :===...::::::==========:.!::=::::: I PRECISE GRADING & EROSION CONTROL PLANS FOR: BRESSI RANCH PA 9 PHASE 1 (LOTS 263 -268 & 281 -284) & Land Surveyors Construction contractor 09fees tt>ot in occordonc• with generally accepted corstr'Jction practices, construcUon contractor wlH be ~equlred to assuma sols and corrtplete responsibility for Californro Council job sitt conditiont during tht courst of constrvction of tti• project, inclvding sofety of ol persons f . . ond property. thot this requirement shall bs mad!I ta apply continuously :md rot bs !imi\ed ta O Civl Engtneera normol workili~ ho1.1r1, c.:uid construction controctoc further Jgree1 to defend, indemnity and hold & Land Surveyors city of Son 01ego harmless from ::m:, and all liability, real or alleged, in connection with the performonct of work on thi1 project. excepting 'iobilit.:, orising from the sole negligencs of :ity of Son Diego ptofessionol. Section 4218/4217 of tht Government Codt reql.Ures that o Dig Alert ldentirtcation Number be issued before o -Pormit lo ExcOVCJta• will be Yofid. f'or your Dig Alert 1.0. Number Call Underground Service Alert TOLL FRl!I ... 800•411-4131 Two working day, before you dig PLANNINo ♦ ENvlRoNMENTAL • ~ • SlllMIYIGl'S ~-~1 701 BStreeT. Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 BENCH MARK DESCRIPnON: BRASS DISK IN CONCRETE Ill A STANDARD SURVEY t\£1.L ON CENTERLINE OF El CAMINO RF:AL LOCA noN: COUNTY OF SAN DIEGO BOICHMARK DES/GNA nON NO. R1800 288+89 £C 11.EVA noN: 311.407 M.S.L DA IVM: N.G. v.o. 29 APPROVED: l,!.,O;t!? _liUB8: ~ EXPIRES 1~3fi"Of. t:;--,~--:-t-::;:::-:--t-;,.,-:;;-:::,-;::-:;:.-------------+---+--+----J>----1 --¥.flY.. ':~ •:i,.t..:. •• --'•Ju-.... ") u, .• 2{(3.t,,A PtX, "A5 ·{3(JILT" ~ ~ "-"' P.::D'-':'A':':TE!'+l,'-,N:'::rn="A.,...L+'-=.,==-------------+-D-A .... TE--1--IN-ITI~A-L-1-D-A-TE-ll-lN_ITI_A_L-I g~D BJ~--:---, PROJECT NO. DRAWING NO. NGINEER ~ woRK REVISION DESCRIPTION ornER APPROVAL c1TY APPROVAL Rvwo sY: er 02-14 ('IJ 41J-7 a •• ; 04 ' 1lll 0 I~ ..., b ojjj -. w --.t ' (lJ N MA/NT[NANCE/STORAGC NOTf: CONTRACT/JR Tr) PRO~OC MA/NTENANCE/5TORAG£ ANO CONCR£TC WASHOl/r A/1£A Pf.AN Tr) TH£ ClrY ()f' CARI.SBAO PRIOII Tr) STARr Of' CONSTRIJCTIO/V. KEY MAP SCALE:: 1• =l00' \ \ \ LOT SUMMARY LOT ASScSSOR SITE: PLAN BACKFl.OW NUMBER PARCEL I ADDRE:SS lYPE: PREVE:NTOR 26J 2IJ-160-01-00 6J51 HUNTINGTON OR/VF: 2A YES 264 2IJ-160-02-00 6J5, HUNTINGTON DRIVE: 18R YES 265 2IJ-160-0J-00 6J59 HUNTINGTON OR/VF: JCR YES 26/J 21J-160-04-00 6J6J HUNTINGTON OR/VF: 28R YES 287 • 21J-160-o,-oo 6J87 HUNTINGTON DRIVE: 1CR YES 268 21J-160-0/S-OO 8Jll HUNTINGTON DRIVE: JAR NO 281 21J-160-19-00 6J58 HUNTINGTON DRIVE: 20 YES 282 21 J-160-20-00 6J52 HUNTINGTON DR/VF: IA YES 28J 21J-160-21-00 6J48 HUNTINGTON OR/VF: JC YES \ \ KEY MAP LEGEND PROJECT BOUNDARY LOT LINE [ = =@ SHEET NO. 310 LOT NUMBER FOUNDATION CATEGORY * * * * * * * * * fF BUILDING FOOTING 3• PVC YARD DRAIN AT CL OF SWALE UNLESS 071-/ERWISE SPECIFIED. I I J I 1' MAX I " STRIP 12' I 2'MAX V '/ ,,. STRIP 16' , '- PASADENA DRNEWAY DETAIL ( TYP) N. T.S FENCE DETAIL PER LANDSCAPE PLANS J' MIN. NOT TO SCALE RETAINING WALL HEIGHT AND TYPE SHOMI ON Pt.ANS PAO Pl. 7W cf~#. -AY, 1"5-';,',,-,,,,;;,;:;;~;,..:::BACKRLL N I PAD [LEV I FL El.EV PER Pl.AN DETAIL= RETAINING WALLS NO SCALE 60' ·7 12' MIN. 7 -- I ' _l -G EARYARO SETBACK OX LOT 2 EROSION CONTROL NOlES: I. IN CASE EMER!.DICY WORK IS REQIJIREO, CONTACT JIM URBINA AT (760) 715-7712 {CEl.LUl.AR) OR KRISTINE ZORTMAN OF LENNAR HOMES AT {760} 918-7765. 2. EQUIPMENT ANO 'MJRKERS FOR EMEl?GENCY l!ORK SHAU BE MADE AVAILABLE AT AU 17MES DURING THE RAINY SEASON. AU NECESSARY MA Tffi1ALS SHA/.l BE STOCKPILEO 0/'I SITE AT CONVENIENT LOCATIONS TO FAC/1.JTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J. DEVICES SHOWl'I ON PLANS SHAU NOT BE MOVED OR MOO/REO VdTHOUT TH£ APPROVAL Of THE ENGINEER/NG INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE AU EROSION CONTRCX. DEVICES TO WORKING ORDER TO lHE SATISFAC170N OF THE CITY ENGINEER AFTER EACH RUN-OFr PRODUCING RAINFAil.. 5. Tl/£ CONTRACTOR SHALL INSTAU ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQIJIREO BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHAU BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PRE\-£NT PUB/JC TRESPASS ONTO AREAS WHERE IMPOUNOEO WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPRO'rfO GRADING Pt.AN SHALL BE INCORPORA TEO HEREON. 8. GRADEO AREAS AROUND THE PRO.ECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION Of EACH WORKING DAY. 9. AU REMOVAEJI.I PROTECTIVE DEVICES SHOWl'I SHAU BE: IN Pt.ACE AT THE: ENO OF EACH WORKING DAY WHEN THE RVE (5) DAY RAIN PR08A81UTY FORECAST EXCEED FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHAU BE REMO'rfO AFTER EACH RAINFA!L 10. AU GRA vEl. BAGS SHAU BE BURI.AP TYPE WITH J/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERM/NA 170N OF HYDROSEEDEO SLOPES FAR. TO PROVIDE EFFfC17\-£ COVERAGE OF GRAOEO SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHAU BE: STAB/UZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION JS.02J OF THE EROSION AND SEDIMENT CONTRa HANDBOOK OF 7HE DEPARTMENT OF CONSERVATION, STATE r.F CALIFORNIA. TEt.t'OAAAY EROSION CONmOL PLAN11NG AND IRRIGATION NOTES: AU PERMANENT ANO TEMPORARY EROSION CONTRCX. PLAN17NG ANO /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQU/REO IN SECTION 212 Of TH£ STANDARD SPECIFICATIONS ANO lHE FOLLO'MNG: A. HYDROSEEDING SHA/.l BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: t (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARC a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC WALL OR STREET. b. ALL SI.OPES 4 ITTT OR MORE IN HEIGHT. 2. AREAS GRAOEO Fl.A TTER THAN 6: I WHEN ANY r.F TH£ FOLLOWING CONDl170NS EXIST: a. NOT SCHEOULEO FOR IMPROVEJ.IENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS r.F ROUGH GRADING b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY v!SIEJI.I TO TH£ PUBUC. c. HAVE ANY SP[CIAL CONDl170N IDENTIFIED BY THE: CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDEO AREAS SHAU BE /RR/CA TEO IN ACCORDANCE ltlTH THE FOLLOWING CR/ Tffi1A: I. AU SLOPES THAT ARE GRADED 6: t OR STEEPER ANO TI-IAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHAU BE /RR/GA TEO BY HANO WATERING FROM QUICK COUPI.ERS/1-IOSE BIBS OR A CON\-£NTIONAL SYS/El,/ OF LOW PRECIPITAllON SPRINKLER HEADS PROVIDING 100% COVERAGE: b. GREATER THAN 8 ITTT IN HEIGHT SHALL BE WATERED BY A CONVEN170NAL SYSTEM Of LOW PRECIPITA 170N SPRINKLER HEADS PROVIDING 100:J COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHAU BE /RR/CA TED AS APPROVED CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE OEVEL(X'ER SHAU SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/CA TiON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SP[C/RC REGARDING THE NUMBER TYPES <I-COSTS OF THE ELEMENTS OF TH£ PROPOSED SYSTEM. ~ J. IRRIGATION SHAU MAINTAIN THE MOISTURE LEvfi Of TH£ SOIi. AT TH£ OP17MUI,/ Lra!. FOR THE GROWlll Of THE HYDROSEEOEO GROWTH. lEMPORARY EROSION CONTROL PLANllNG AND mlGA 110N NOTES: ((XMJ 2. TYPE I MULCH APPUEO AT THE: RA TE r.F NO LESS THAN 2000 lbs PER ACRE.TYPE 6 MULCH (STRAW) MAY BE SUBS17TUTEO, ALL OR PART. FOR HYDRAUUCAU Y APPLIED RBER MATERIAL KI-IEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHAN/CAU Y PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOR.. J. FERT/l.lZER CONSISTING OF AMMONIUM PHOSPIIA TE SUI.FA Tf, 16-20-0. ltlTH 15% SUlFUR APPUEO AT THE RATE OF 500 lb .• PER ACRE. 0. AREAS TO BE: HYDROSEEOEO SHALL BE PREPARED PRIOR TO HYDROSEEO/NG BY: 1. ROUGHENING THE SURFACE TO BE Pt.ANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES SitEnR 1HAN 6: 1 b. HARROWING AREAS 6: t OR Fl.A TIER Tl/AT ARE sumCIENll Y FRIABLE. FORMED SURFACE Fr=100.0 -A"-'-;-._..,_ r--.""'· _,1.:--.-. _.,_ .... -,-, ,--,_ .,.-,.v---r:-:-ORIGINAL 1r-----+-:-:~. •-.~•9~ l.t-1N. ,,,.,..-GRAD€ . _( . . -- RN/SIi GRADE: c. RIPPING AREAS THAT ltlt.L NOT BREAK UP USING ITEMS a OR b ABOI-E 2. CONDITIONING THE SOILS SO THAT IT IS SUITAEJI.I FOR Pt.AN17NG BY: a. ADA/STING THE SURF ACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED BED. b. THE: ADD/710/'I OF SOIL AMENDMENTS, PH AOAISTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIAEJI.I CONDITIONS FOR GROWTH. E. HYDROSff/JfO AREAS SHAU BE MAINTAINED TO PROv!DE A VIGOROUS GROWTH UNl/1. TH£ PRO.ECT IS PERMANENll Y LANDSCAPED OR, FOR AREAS 'MIERE HYDROSSfDING IS THE PERMANENT LANDSCAPING, UNTIL THE PRO.ECT IS COMPLETED AND AU BONDS REI.EASED. ARCHITECTURAL POPOUT (VARIES) FDUNOA TION LINE 0 FACE OF GARAGE GARAGE NO SCALE i---6()'---..i 8 MIN. I 1 X SWAI.E -L I a' MIN. <l.. ,n:i=--:jc~-r--r ... --tlr~ '-~~ ttt---r ♦ I R[ARYAR!l l SCTBACK 20:J LOT WIDTH I 10% LOT WIDT/-1 b t A i (~ MIN.) 10% LOT WIDTH L _J (5' MIN.) I PROPERTY LINE TYPICAL POPOUT DETAIL NO SCALE: ♦ RET. WALi. SE€ DET. ON SHffT J 5' MIN.- ~-+-it-tf::::=:::: .::::::::::::::==11 !i ~ R.O. W. -- a· MIN. J ""'='='~=~=="""-'+---t=~·FIBER Ra.Ls AL9N<J PORCH SETBACK CURB <i GUTTER RIGHT Of WAY (J:20J i'C WOODEN FENCE SIOEYARD FENCE MIN.DISTANCE TO FACE OF WALL DEEPENED FOOTING PROP. MIN. DRAINAGE DISTANCE J' TO BLOG NOTE:: DEEPENED roonNG SHALL EXTEND ,. MINIMUM BELOW LOWEST ADJACENT Fl.O'M..INE ELEVAnON DETAIL "A" NO SCALE • IT " • -+-B R=5' (TYP.) STREET SLOPE PLANNINQ AREA 9 TYPICAL LOT DRAINAGE ANO EROSION CONTROi.. N. T.S. F.F. ~~--9"Ml 1~ MIN. NO SCALE" SWALE" !J' MIN. SWALE Ii 284 21J-160-22-oa 6344 HUNTINGTON ORI\.! 2BR rrs ,,, --i WIDTH C. HYDROSEEOING MIX SHAU CONSIST Of AU r.F TH£ FOLLOWING: r--ff- GARAGE { > * SE£ FDUNDA TION DESIGN RECOMMENOA TIONS ON S0/1.S REPORT NAMEO ' INTER//,1 A$-Q?AD£0 REPORT OF ROOGH ANO FIN£ ®DING,MODE.1. LOT COI.IPt.£XES ANO PHASE I PRODUCTION LOTS • PER LEIGHTON ANO ASSOCIATES. INC. DA TEO APRIL 27, 2004. R/W 60' R/W rJ' 0.5' ACCESS J 7.5 -STRIP JO' JO' I 7' 17' _1_ -to' ARKIN TRA\.fl. 10' -f;; 7' .5 -c~..-----~~~TR=A\O.~-(N?KI- RR HYDRANT AS SHOMI ON S (TYP.) STRUCTURAL SECTION I TO BE DETERMINED BY S0/1.S ENGINEER (MIN. SECTION 4• AC O\-£R 6' AB) IJ' 0.5' ACCESS STRIP STREET LIGHT AS SHOl+N ON Pt.ANS (TYP.) - ~ tR 3R -- --10% LOT WIOlH-... -(6' MIN.) - ~ ~ I I ~ I~ ~ "!:>I 16' • J.6~ 10' MIN. I HOUSE SETBACK If MIN. I 2R _J ~ n. )' 0 ~ 12· -R.O.W. SIOEWA LK CURB .t GUTTER 1. SEED MIX SHAU CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE Of ROSE CI.O'rfR b. 20 lbs. PER ACRE r.F ZORRO FESCUE c. J lbs. PEil ACRE r.F E SCHOOi.. CIA CALIFORNIA d. 4 lbs. PER ACRE r.F ACHILLEA MILLEFOUA e. J lbs. PER ACRE: r.F AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF OIMORPHOLECA 1J. ITEMS t:,~4 ANO f OF THIS SUBSEC170N MAY BE OM/TTEO ON LOCA170NS WI/ERE THE AREA BE!NG HYDROSEEDEO IS NOT VISIBLE FROM EITHER A PUBLJC STREET OR RESJOENnAL STRUCTURES. h. /TEI,/ a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NITRO!.DI RX/NG BACT[R/A ANO APPUEO DRY EITHER BY DR/I.LING OR BROADCASTING BEFORE HYDROSEED/NG. L AU SEED MATERIALS SHAU BE TRANSPORTED TO THE JOB SITE IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT r.F FOOD ANO AGR/CUI.TURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J NON-PHYTO-TOXIC 't!IT71NG AGENTS MAY BE ADDEO TO THE HYDROSEEO SLURRY AT THE DISCRE170N OF THE CONTRACTOR. 13' PARKWAY SIDEWALK STREET 1 -'A J·o~f • I. TRf'SI ll(J# . ~ • 2 o/, . ' • ~# ~ 2% 14,r MAX -u SECTION B·B NO SCAU: PLANNING DEPARTMENT APPROVAL ---,-------,----DATE: I I (SIGNED) MICHAEL J. HOLZMILLER, PLANNING DIRECTOR 10' MIN. 02% 1 •As BUILT• ~_,_/,£1,e-. PORCH SETBACK ""1 = • R 5 (TYP.) ______ DATE: I I +• NON-CONnGUOUS P. C. C. SIOEWALK B" TYPE: 'G" CURB <i GUTTER (TYP.) / PA-9 :TYPICAL LOT AND SETBACK REQUIREMENTS 7' 10' 6" TYP. UNDERCUT PER SOILS ENGINEER'S RECOMMENDA noN PUBLIC PROPOSED smEET BENCH MARK TYPICAL SECTION, NO SCALE DESCRIPTION: BRASS DISK IN CONCRETf: IN A STANOAR0_5U_R\-£Y i,inL_ QN ___ _ CENTERLINE OF [L CAMINO REAL LOCATION: COUNTY r.F SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVATION: 31'.407 M.S.L DA TUM: N.G. V.O. 29 of Ess10 o?-i M. Slf1, t; '# (~ G_!. -No. 42951 -;e. '-' "' w Exp. OJ-Jl-08 ,., "' 'O C/Y\\. or c,._1.1~ NOT TO SCALE PRoJECTDESIGN CoNSULTANJS l'IANNJNO • ~ • llNcilNBEluNO • SUIM!Y/GR!I 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. SHIELD:,, R.C.t. 42951 DATE REGISlRA TION DESIGNED PM ~NA EXPIRES 03-31-08 BY: REVIEW: '1-.,_ 7. ' )' SURVEY REVIEW: PRIVATE CONTRACT (SIGNED) RECOMMENDED BY: ------,("'P""Rl,..,N"'"T .,..,N,.,.A,..,.ME=---- t----f--+-----------+--+---1----1----11 SH2EET I CITY OF CARLSBAD ISHEJETSI ;:::;::::;:~~====E=N=Gl=N::EE=R=IN=G=D::E::P=A=RTM:=E=NT==~===! PRECISE GRADING & EROSION CONlROL PLANS FOR: BRESSI RANCH PA 9 PHASE 1 (LOTS 26J -268 & 281 -284) i-z-,s-0-18 ----i--s---Bil-tt.._T_' --------+--+---1----1----1 I ~,~~,i-f' DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. . NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CT 02-14 (4) EXPIRES 1 a,~ -1 t/1'ft ·tll/'6 if DRAWING NO, 41J-78 0~ 1304 • • • ! ! I i l ' ' ' i I + i' , , ; '! ' ! i; , , . , , , , 1.-j J, / , I ' / I /, . I ,o HP 57. 70' J28.0 .,,.. J22.o RIAi J22.4 fl J20. 1 J22.9 HP ! rw J20.2 7F Jf6.2 64.22' ------__;;;.. -~ ~.\Ci~;:::; -RIM=J16.1 1 RIM=J16.2 ft=Jf 4. Ft=JIS.2 316. RfTA/NING WALL P£R CARLSBAD sro. nff 2 \ \ J. 8' I_....--" JIB.J L..IJ-'1~!t'::;,\ ~ II I [ill RIM=Jl6. I J22.B \ Ft=Jl4.2 HP _...,, ,, ~ I \~I ~ b GIT ,7 !FT Jf 7.4~ ~ 311oa_ \5_5.® t Jl6.J I\ HP 7 Jl7.J I FS !ttl-lft'irn+.J~fB.~4 9 &Ps o ,2·. HP 10-1ws o 6 [GFI' 316.751 20.2 ~ 3;-1 1k:::'\--;';~.2~ ~ -s fl J11.I 3• pVC fl Jl~0.-14 r _l.--W _.1.----S- TWJHAO Tf" J1J.7J / GFF 319 2 / I J18.8 HP I I RIM=J18.5 ~-.--J I FL=JIB.6 r 32$.f 32$.75 ~, i' ! ! , , , , I 4• I i I .' i ti / I i f' i j I iL.---11 / ! 325.4 FG ~ 1 <;'J,~ -?tlj 60. 61 . . ~~~--\r~ BENCH MARK D[SCRIPTION: BRASS DISK IN C0NCR[7[ IN A_SJANDARO SUR'vf:Y mL ON CEJ/T[RLJN£ OF El. CAMINO R[AL LOCATION:COUNTY OF SAN DIEGO B[NCHMARK DESIGNATION NO. R1800 288+89 [C ELEVATION: 311.407 M.S.L DATUM: N.G. V.D. 29 ofESS s;i~:< M. ,._ "' <3 No. 42951 w Exp. 0J-31-0 PR.omcrDFSIGN CoNSULTANIS PrANNINO • l!Nvnla'iMBNrAL • El'«llNl!l!RIN • SURVBYIOPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-034? GREGORY M. SHIELDS, R,C.E. 42951 DATE REGISlRA TION DESIGNED PM ~ EXPIRES OJ-31-lltl 8Y: REVIEW. N:A 7•t 7-ov SUR'.£1' REVCW. ,-✓--\_,'\ \ , I \ \ \ 1 3AR \~ 5•.c@ ~ 00&-~ 3Q6 . tl "'-- --- PRIVATE CONTRACT 0 10 20 40 60 GRAPHICAL SCALE "AS BUILT" @"~ .. / .c£.1.a-. :.Z.-%r-o8 DATE EXP. 12-3/-0t, .____,1----1------------+---I---I---I----I I SHJET I CITY OF CARLSBAD I SHEJE:TS I :===-===EN=G=IN=E=ER=IN=G:::::::DE:::::P=AR=™=EN=T==~=~ 2 13 08 C 'A.5-/3lllt.T DA TE INITIAL NGINEER Of" WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROV aTY APPROVAL PRECISE GRADING & EROSION CONTROL PLANS FOR: BRESSI RANCH PA 9 PHASE 1 (LOTS 26J -268 & 281 -284) T NO. 4) DRAWING NO. 41J-78 • l