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HomeMy WebLinkAboutDWG 453-8B; CT 04-26; THE FOOTHILLS AT CARLSBAD; 01-15GRADING NOTES (IN ADDITION TO TH£ REQUIREMENTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL COD£) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL COD£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS DR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR £NCIN££R-OF- WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTl Y SUBM/TmJ TO TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER /till 8£ REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ P£RMITTE£'s POLICY IN TH£ MINIMUM AMOLINT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING TH£ POLICY MUST HA VE A RA TING OF ti. ANO A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RA TING GU/0£ 5. UNLESS EXEMPTED BY SECTION JOl.(b}5 OF TH£ UNIFORM BUILDING COD£, RETAINING WALLS OUTS/0£ OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM TH£ BUILDING DEPARTMENT. 6. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM TH£ Cl TY AND OTHER APPROPRIATE A GENC/£S. 1. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFORMED UNTIL TH£ PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS /till 8£ MAO£ TO THESE PLANS ltlTHOLIT TH£ WRITTEN APPROVAL OF TH£ CITY ENGINEER, NOTED ltlTHIN TH£ REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF TH£ PLANS AND TH£ Till£ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON BDNC SIGNED BY TH£ CITY ENGINEER. 10. TH£ ORIGINAL ORA I/ING SHALL 8£ REVISED TO REFLECT AS-BUil T CONDITIONS BY TH£ £NGIN££R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ CITY. 11. ACCESS FOR FIR£ ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES AR£ I/ITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C} COMPACTION CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT I/ILL 8£ SUBMITTED TO TH£ CITY £NG/NEERING INSPECTOR I/ITHIN TWO WORKING DAYS. OF TH£ COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO R£COMM£NOA TIONS 0Ull!N£0 IN TH£ SOILS REPORT IS REQUIRED PRIOR TO TH£ ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROLLED GRADING SHALL 8£ DONE UNDER TH£ DIRECTION OF A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FLIT/JR£ FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE ltlTH TH£ CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO TH£ " EARTHWORK SPECIF/CATIONS • A TTACH£0 TO TH£ PRUIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS I/ILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PR[CONSTRUCTION MEETING SHALL 8£ HUD AT TH£ SI TE PRIOR TO THE BEGINNING OF WORK ANO SHALL B[ ATTENDED BY ALL R£PR[S£NTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING ANO ALL OTHER ASP[CTS OF THE WORK. TH£ CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING TH£ INSPECTION LIN£ AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS. PRIOR TO STARTING CONS1RUCt/ON. TH£ CONTRACTOR I/ILL THEN 8£ CONTACTED BY TH£ PROJECT INSPECTOR TO COORDINATE A OA TE AND TIM£ FOR TH£ PRECONSTRUCTION MEETING. APPROVED ORA I/INCS MUST 8£ A VAILABL£ PRIOR TO SCHEDULING. TH£ GRADING PERMIT I/ILL 8£ PROVIDED BY TH£ PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING /till BE MAO[ 8 Y CALLING TH£ ENGINEERING 24-HOUR INSPECTION REQUEST LIN£ AT (760/ 438-3891. INSPECTION REQUESTS MUST BE RECDVED PRIOR TO 2:00 eM., ON TH£ DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS /till 8£ MADE TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERl/7S£ REQUESTS MAO£ AFTER 2.· 00 P.M. HILL 8£ SCHEDULED FOR TWO Fl.ILL WORK DA YS. LATER. 16. TH£ OH7VER AND/OR APPLICANT THROUGH TH£ DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL 8£ SOL.fl Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND REGULATIONS. 17. TH£ CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUBM!mNG A DETAIL PLAN TO TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOI/ING TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MAD£ OF WORKER PROTECTION FROM TH£ HAZARD OF CAVING CROLINO OUR/NC TH£ £XCA VA TION OF SUCH TRENCH OR TRENCHES OR OUR/NC TH£ PIP£ /NSTALLA TION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5'} OR MOR£ IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO £XCA VA TION. IF TH£ PLAN VARIES FROM TH£ SHORING SYSTEM STANDARDS ESTABLISHED BY THF CONSTRUCTION SAFETY OROERS, Till£ B CALIFORNIA ADMINISTRA TIVF CODE. TH£ PLAN SHALL 8£ PREPARED BY A REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF THE OSHA £XCAVA TION PERMIT MUST 8£ SUBMITTED TO TH£ INSPECTOR PRIOR TO £XCA VA TION. 18. NO BLASTING SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT HELL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERATIONS. 19. IF MY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION. OPERATIONS WILL CEASE IMMEDIATELY. AND TH£ PERMITTEE HILL NOTIFY TH£ CITY ENGINEER. OPERATIONS I/ILL NOT RESTART UNTIL TH£ P£RM!TTE£ HAS RECEIVED WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPART/JR£ OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN 7.· 00 A.M. AND SUNSET EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOL/OA YS. (A LIST OF Cl TY HOLIDAYS IS AVAILABLE AT TH£ £NGIN££RING DEPARTMENT COUNTER.} 21. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY TH£ CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS. PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL 8£ DEPOSITED AT, A SITE APPROVED BY TH£ CITY ENGINEER. THF CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF TH£ GRADING OPERATION. 23. BRUSH SHALL 8£ REMOVED ONLY I/ITHIN TH£ AREA TO 8£ GRADED. NO TREES AR£ TO 8£ REMOWD UNLESS SPECIFICALLY NOTED ON TH£ PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RES.UL TING IN TH£ PONO/NG OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOP£. 25. THESE PLANS AR£ SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY TH£ CITf ENGINEER OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAD£ TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. TH£ SITE SHALL 8£ LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ R£MOWD ANO DISPOSED OF AT A SITE APPROVED OF BY TH£ CITY ENGINEER. j ©2009 O'Day Consultants, Inc. ffeJ~!E<Cfl~!E @ ~Al!)flaf@ ffeJ!LAaf~ FOR Ut--f!!E ~(Q)(Q)Ut--f!fl!L!L~ AU <CA~!L~~AI!) GRADING NOTES {CONT.,) 21. ALL SLOPES SHALL 8£ /RR/CA TED, STABILIZEO, PLANTED AND/OR HYDRDS££0£D WITHIN TEN (10) DAYS. OF TH£ TIM£ WHEN EACH SLOP£ IS BROLIGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SI.OPES AND PADS AS REQUIRED BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAltlNC NO. 453-BL, AND/OR AS DIRECTED BY TH£ CITY ENGINEER OR PLANNING DIRECTOR. 29. TH£ OWNER/,APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ WORK OF THESE GRADING PLANS ltlTH THAT SHOWN ON BOTH TH£ LANDSCAPE AND /RR/CATION PLANS ANO TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE ltlTH TH£ LANDSCAPE MANUAL TIM£ REQUIREMENTS. JO. STORM DRAIN PIP£ SHALL 8£ REINFORCED CONCRETE PIP£ ltlTH A MINIMUM 0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY 8£ UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKflLL£0 111TH 3/4" ROCK PER SORSO S-4 TYPE "c" AND PIP£ MEETS ASTM STANDARD 3034 FOR SOR 35 SOUD WALL PIP£ 31. lfli£R£ AN EXISTING PIP£ LINE IS TO 8£ ABANDONED AS A RESULT OF TH£ GRADING OPERATION. IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED ltlTH PROPERLY COMPACTED SOILS. IN OTHER • AREAS TH£ PIP£ I/ILL 8£ PLUGGED 117TH CONCRETE DR REMOVED AS APPROVED BY TH£ CITY £NC/NEER. 32. TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND) HITHIN TH£ PROJECT SITE sumc!ENTlY AHEAD OF GRADING TO PERMIT TH£ REVISION OF TH£ GRADING PLANS IF IT IS FOLINO THAT TH£ ACT/JAL LOCATIONS AR£ IN CONFLICT 111TH TH£ PROPOSED WORK. JJ. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW} AT LEAST 2 Fl.ILL WORKING OA YS. PRIOR TO STARTING GRADING NEAR THDR FACILITIES AND SHALL COORDINATE TH£ WORK 117TH A COMPANY R£PR£SENTA TIVF. UNDERGROUND SERVICE ALERT SDG&:£ PACIFIC BUL TIM£ WARNER CABL.£ ROBERTSON RANC/-1 PA SOILS £NCIN££R'.5' CERT/RCA TE !,A.u,,.m 6,,,mt{j f1t<-1'1t.u...,-...1>t&, Git) . A R£C/ST£R£D CIVIL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING /US/NESS IN TH£ fl£LD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND ST/JOY OF TH£ SOIL CONDITIONS PREVALENT MTH!N THIS SITE WAS MAD£ BY G,Eo "°1'-t:; ,z:., c... ' BETWEEN TH£ DA TES OF OCTOBER 2001 AND S€'ff, Loos.: TWO COPIES OF TH£ SOILS REPORT COMPILED FROM THIS ST/JOY. ltlTH MY RECOMMENDA T/ONS, HAS BEEN SUBM/TmJ TD TH£ omCE OF TH£ CITY ENGINEER 1'45 ~ • .;.& '-'I C...h.f...-niQ.. fll>~• i>•~ .-...& l'n,'-:SS10.,$ v,:!lo.10.v,.,,.._3 Ct< .. PTClt 7 > q,-.t,q~3, 1 stcn•-. ,;7.5s-,S- SICNED. ? t&, ;f1l'i 7 P.£ NO.: "f733S"" 6£<.32o DA TE.· 3 /11/09 LICENSE EXPIRATION DATE.· J.1.-3/•07 OWNER'.5' CERT/RCA TE 18 CITY OF OCEANSIDE HIGHWAY 78 ~ -' CITY Of CARLSBAO(STR££TS &: STORM DRAIN} • CITY OF CARLSBAD(SEWER, WATER &: RECLAIMED WATER) 1-800-422-4133 /-800-660-1343 1-800-892-0123 (160)438-1741 (160)438-2980 (760)438-2722 (160)153-0155 (160)806-9809 I (WE} HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR /till 8£ RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON TH£ COMPACTION AND STABILITY OF TH£ SITE. CITY OF ENCINITAS "' • LEUCADIA COUNTY WATER 0/STRICT(SEWER) COX COMMLINICA TIONS *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS.· A. FOR CONTROLLED GRADING TH£ APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL TH£ WORK IN PROGRESS 15.16.120A.10 CARLSBAD MUNICIPAL COD£ 8 PRIOR TO FINAL APPROVAL OF A .GRADING PERMIT-TH£ FOLLOltlNC REPORTS MUST 8£ SUBMITTED TO TH£ CITY ENGINEER VIA TH£ PROJECT INSPECTOR 15.16.120A. 10 CARLSBAD MUNICIPAL COD£.- (!} FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPL.£TE. ALL EROSION CONTROL, SI.OP£ PLANTING AND !RR/CATION AR£ INSTALLED IN CONFORMANCE WITH CITY COD£ AND TH£ APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT}. (2) AS-BUILT GRADING PLAN. (3) REPORT FROM TH£ SOILS ENGINEER, lfli/CH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STA TE/JENT AS TO TH£ EXPANS/1£ QUALITY OF THE SOIL, AND SUMMARIES OF fl£LD ANO LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY TH£ SOILS ENGINEER THAT TH£ GRADING WAS DON£ IN ACCORDANCE ltlTH TH£ REQUIREMENTS AND RECOMMENOA TIONS OL/Tl/N£0 IN TH£ PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT 117TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH£ CITY. JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED MTH/N ON£ (1) ITAR AFTER TH£ CITY ENG!NEER's APPROVAL, THESE PLANS MAY 8£ REQUIRED TO 8£ RESUBMITTED FOR PLANCHECK. PLANCH£CK FEES /till 8£ REQUIRED FOR ANY SUCH RECHECK. 36. TH£ SOILS REPORT T/TlED UPDAT[D CEOTECHNICAL EVALUATION OF THE ROBERTSON RANCH EAST VILLA CE DEVELOPMENT DA TED JANUARY 15, 2007 PREPARED BY CEOSO!LS. INC. SHALL 8£ CONSID£R£0 AS PART OF THIS GRADING PLAN. ALL GRADING SHALL 8£ DON£ IN ACCORDANCE WITH TH£ RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. (5€1: .38) 31. IN ACCORDANCE ltlTH TH£ CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" 8£ ADDEO TO PROHIBIT WASTE DISCHARGE DOIWSTR£AM. STENCILS SHALL BE ADDED TO TH£ SA T/SFACTJON OF TH£ CITY ENC/NffR. 313. 1Hl fl.Gro1t.T of llvlM>H G,1t .. 41>1'1t. foi<. PA-It, w.o. 5:,53 -r.r1-s ~, DATE!) sei>rE:l'\ll€K. 17, z.008 S~ALL. At.,o IJ,f e,o»s,~n..eo Af F'AIL,.. of .,..11,~ r'JA,) A"""' :5LI.P£"-C..EJ;>e, ,-1:1i; G,,:t ,Z.fr NO~O DfcLl#AT/ON. OF RESPONSIBLE CHARGE CALA ITTi'A HILLS II, LLC A CALIFORNIA LIM/TEO LIABILITY COMPANY 12865 POINTE DEL MAR SUITE 200 DEL MAR, CA 92014 (858) 481-8500 8 Y: BROOKFIELD SAN DIEGO BUILDERS, INC. BY: ct~ DATE.· TE.RI MC HUGH rrs.· A~ST PROJECT MANAGER SOURCE OF TOPOGRAPHY 3-10-c'F EXISTING TOPOGRAPHY SHOWN IS BASED ON GRADING fLANS, DWG 453-BA PROJECT LOCATION PORTION ASSESSOR'$ PARCEL ND. 168-361-01 CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS N 2000 £ 6240 LEGAL DESCRIPTION LOTS 227, 228 Jc 229 OF MAP 15682, CARLSBAD TRACT ND. 04-26, ROBERTSON RANCH £AST VILLAGE. FILED IN TH£ OFFICE OF TH£ COLINTY RECORDER OF SAN DIEGO COUNTY ON APRIL 11, 2008. REFERENCE DRAWINGS DWC. 390-9A CALA ITTi'A HILLS PHASE II GRADING PLANS DWC. 390-9 COLLEGE BL .V. &: CANNON RD. IMPROVEMENT PLANS DWC. 433-6 ROBERTSON RANCH £AST VILLAGE IMPROVEMENT PLANS DWC. 4JJ-6A ROBERTSON RANCH £AST VILLAGE GRADING PLANS DWG. 453-8 RDBrRTSON RANCH PA 16, 17 Jc 18 IMPROVEM[NT PLANS DWG. 453-BA ROBERTSON RANCH PA 16, 11 &: 18 GRADING PLANS HYDROLOGY/HYDRAULIC REPORT A HYDRAULIC REPORT WAS PREPARED BY OVA Y CONSULTANTS, ON JAN. 15, 2008 T/Tl£0 "DRAINAGE ST/JD Y FOR ROBERTSON RANCH £AST VILLAGE-PA 16, 17 &: tB: CT 04-26. VICINITY MAP NO SCALE / EARTHWORK QUANTITIES CLIT: N/A '>I FILL.· N/A £XPORT: N/A AREA: N/A REMEDIAL.· N/A NOTE.· VOLUMES SHOWN 00 NOT ACCOLINT FOR SHRINKAGE/BULKING - ~ it:ASSUMED GRAO\N G SQ C'!. l'ER LDT \ 1 . NOTE!! WORK TO 8£ DON£ TH£ GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES,· PLANTING OF PERMANENT LANDSCAPING, PREPARATION OF AS-BUILT GRADING PLANS AND AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHD/17V OR REQUIRED ON THIS SET OF PLANS AND TH£ CITY STANDARDS, SPECIF/CA TIDNS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED TH£ GRADING WORK SHALL BE PERFORMED IN ACCORDANCE ltlTH TH£ FOLLOHINC DOCLIMENTS, CURRENT AT TH£ TIM£ OF CONSTRUCTION. AS DIRECTED BY TH£ CITY ENGIN££R. ON THESE PLANS. 1. CARLSBAD MUNICIPAL COD£. 2. CITY OF CARLSBAD £NC/N££RING STANDARDS. 3. THIS SET OF PLANS. 4. PLANNING COMMISSIONS RESOLUTION NO's. 6343 THRU 6346 &: 6462 Jc CITY COLINCIL RESOLUTION NO. 2001-290. 5. TH£ STANDARD SPECIF/CA T/ONS FOR PUBLIC WORK CONSTRUCT/ON (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY C£0SOILS, INC., DATED JANUARY 29, 2002, UPDATED JANUARY 15, 2001117TH ADDENDUM DATED AUGUST 4, 2008. 7. TH£ SAN DIEGO AREA REGIONAL STANDARD DRAltlNGS AND AS MAY 8£ MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED SEP. 20, 2006. 9. STORM WATER POLLUTION PREVENTION PLAN (SWPPP} FOR ROBERTSON RANCH £AST VILLAGE BY OVAY CONSULTANTS DATED JAN. 15 2008. l'I0/0.· 9 JlCJ.44227. 10. STORM WATER MANACEM[NT PLAN (SWMP} FOR ROBERTSON RANCH £AST VILLACE BY OVAY CONSULTANTS DATED JAN. 15, 2008 SIWP 010039. 11. TH£ CALIFORNIA STORM WATER QUALITY ASSOC/A TION (CASQUA), STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP} MANUAL. NOTE.· 1. QUANTITY SHOWN HEREON AR£ FOR BONDING PURPOSES ONLY. LEGEND ACT/JAL QUANTITY MAY VARY. CONTRACTOR TO VERIFY WORK TO 8£ DON£ TO HIS SATISFACTION. 2. STANDARD ORAltlNC PER SAN DIEGO STANDARD ORAi/iNC UNLESS OTHERI/ISE NOTED. NSC81PTION STD. Dlff1 SUBDIVISION BOLINOARY. LOT LIN£. • • • • . • • . . . . • • • • . . • • • • . • • • • • • • • LOT NUMBER. • • • • • • . • • • • • • • • • • • • • . • • • • • . • PLAN Tr?£ PAO £LEVA TION. • . . • . . • • . • . • • . . • • . • . • • . . • • • FF £LEVA TION. . • . • • • • • . • • . • • . • • • • • • • • • • • • • RIGHT OF WAY. • • . . • • • . . • . • • • • • . • • . • • . • • • • EASEMENT LIN£. . • • • • • • • • • • • • • • • • • • • • • •••• CONTOLIRS. • • • • • . • • . • . • . • • . • • • • • . • • • ·• • • • . R£CLAIM£0 WATER MAIN. . . • • .(PER DWC. 433-6 OR 453-8}. . • WAlER.MAIN~~~R£1U}f(C. 433-6 OR 453-8} ••• .'J:.)'. \lTIN6_W~IER __j,\g__!:13J_~E.RVICf] - - - -rr<g_WER J,/AfN_p.A.Hif~fi'T'r..iiJJ!(ER owe. 433-6 OR 453-8) ••• fil \..,;Ji,}}k..1't)&,irl~)l'K'Ji?. tr. . .(PER DWG. 43}-6" OR 45J-d) _-. : 6" PLASTIC SQUARE CRATE W/ADAPTD!r •.••••.•••••••• (PER NOS, INC. MODEL 640 OR EQUIVALENT} W/4" SDR-35 PVC DRAIN PIP£ SWALE FL OW LIN£ £LEVA TION. • • • • • • • • . • • • • • . • • . • • flN/SH GRAD£ SPOT £LEVA TION. . ••.•••••••••.••.• . FINISH SURFACE SPOT £LEVA TION •••.•..••....••.•• TOP OF CRATE £LEVA TION. • • • • • . • • . • • • • . . • • . • • • . CB Fl.OWi.iN£ £LEVA TION . • • . • . . . • . • • . . . • • • . •. • . . RIP RAP. • • • • . . . . . . . . • • • • . • • • . . • . • • . • • • SOUND WALL/SCREEN WALL. GRADED SI.OPES (2.· I MAX}. • • • • • • • • • • • • • • • • • • • • • DA 'rt!CHT LINE. • . • . • • . . • . • • . • . • . • . • • • . • • . • RETAINING WALL (BY SEPARATE PERMIT} ...•..••.•.••.• 4" DC TRAIL. • • • • • • • • • • . • • • • • • • • • • • • • • • • • BROW DITCH. . . • • • • . . • . . • .0-75, TYPED! • • . • • • • DRIVEWAY (PER DWG 453-8). • • • • • • • • • • • • • • • • • • • • GRADED SWALE. • ..••••... PER DWC. CS-15 .•..••.•• MIN. REAR YARD AREA . • • • • . • • • • . • • • . • . • • • • • • . *AS MOD!fl£0 BY CITY STANDARD PROPOSED IF=86.27 --50---@ ~ ~ FC --f,,Y._ Fs ~ Tc -JP- ), [X1STINq --------- PAD=85.6 -1.§Z___~ --L!l_sf,2___Q)___ ~ _'I'._ - -_'/"_ - -_t_ ~ H r---1 I I I I I ' L---~ OIJANllTY SUSMP PROJECTED PRIORITY: HIGH REOUIREO TREATMENT CONTROL BMP TABLE I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA ff: EXERCISED RESPONSIBLE CHARGE OITTi' TH£ DESIGN ON TH£ PROJECT AS DEFINED IN SECTION 6703 OF Tl-/£ BUSINESS ANO PROFESSIONS CODE, AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSB4D DOES NOT CIVIL £NC/NEER/LAND SURVEYOR OVA Y CONSULTANTS, INC. ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'rERTJCAL SUR'rEY CONTROL NON£-S££ DRAWINC's 453-8 & 453-BA PttNI{&DEPARTMENT APPROVAL "AS BUILT" RELIEVE MF, AS ENGINEER OF WORK, OF MY RESPONSIB!LmES FDR PROJECT DESIGN. O'.DAY CONSULTANTS, INC. 2110 LOKER A VENUE WEST, SUITE 100' CARLSBAD, CA. 92010 (160) 931-1700 ~tn~ DATE,3 /2.GfYt ✓ _(!d 51.zdr 2110 LOKER AVENUE WEST, SUITE 100 CARLS.BAO, CALIFORNIA 92010 (160} 9J1-110f, n /I .,A.JI. ( I} ll, DAT£: }.,-lO-oj DEC LARA noN OF RFSPONSIBLF CHARGE I HEREBY OECLAf?t Tf/Ar I AH 1/1{; {;A/G/J/Etli' OF WoliK FOR. SI/EU$ 9-ts; TIIAT I /!AVE EXERCl5EJ RESl'ON.5!8LE: C'!IARliE OVER T7!e P€SIG/J O!l 711£ PROJECT A5 J!ETIME!! IN SECT/O!J tfl!JJ OF 1/IE Pd5l!JESS AJ-/li JJJ!oFE5S/0N5 aiac; AJ/li 71/AT Tf/E l!ESIGAI 15 COl./5/Sm,ff !ll!771Cll/?RENT Si,lt,/pl!R/Js. I IJ!J/!E!l..,7?/!ll) r//AT77!€ OfECK OF PROJECT tlCI/JfJl/(/JS 411!> SPffiF!r.A77oNS /?'( 1/IE CITY OF CI/Pl:SFA!J JJOC5 1117T R€l/EV/; 11£ A5 DIGINEFR. CF won:, /!F MY WSPM/518/!.mCS FOR ,-cC:PA~R:LLSSBBAADDMM~U~N~IC~IP:A~L~W~A~T~E~RUDtl:)IC:5IETRii1·G:·-:-:i:===,noN NElf, PIJ.NNING DIRE?OR RCE v.?8 ! EXP. rt-3/-/e, I DATE I .-_---,%_a,J~~ DATEtJS/25/)1 I-R_?:_IE-ED-/B_/7 __ /l_7_/J ___ ----~---J D~~TY ·c1~uEs~~1NEER DA TE REco~ED BY: ~k;I \tj SJ. B,. t@! P('.:! V-~-lL ~-1;J,; h5' · R.C.E. 33081 EXP. 6/30/10 ::::ji\RJNT NAJlll)-=-;';f !~SPECTOR • 1 DAT J:"J PROJECT Pl:Slt;I/. 1 MARG4R~(2 CARROLL R.C.£ ND. ~6935 EXP. 9/30/09 O'l!A'I COiJ:f{/C/;;JNlf, /1,/C,, 2710 t..ot:cfc. AYEIIOE wc,r, SllfTE 100, Olf!LSS AD, CAt.lRJ/c.Al!J'I 9lD(O. 7G{}-5)J/• 77tJD C O N S U L T A NT S 2710 Loker Avenue West Suite 100 Corlsbod, Co!ifomio 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY: H.R. N.F DATE: AUGUST 2008 DRAWN BY: M.P. C.F. SCALE: AS SHO\\N PROJECT MGR.· M.N.C. JOB NO.: 01-1014 ENGINEER OF WORK: , J~l-t ~ DATE:~ ·(O·oq MARGARET ~-CARROLL RCE: 46935 ~ G:tf__ D,t,F: TIMOT/IY CAR.l!oLL R,C.t. NJ. 5'5'J8f EX!'. 12-31-2{}!2 , BENCHMARK: DESCRIPTION: LOCATION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT · CENTERLINE OF EL CAMINO REAL AT £NCIN££R's STATION 454+92 PER R.S 1800-1 RECORD FRCM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL ·oA TA) ELEVATION: 68.419 DA TUM: /J.S.C. & G.S. NGIID 1929 ~ CITY OF CARLSBAD I ~E s l---+--+---------------1-----J.----1---1-----l L.l_J ENGINEERING DEPARlMENT ;J, v[ l---+---+----------------+----le---1----1----1 ///~/tr 151?6 "-1-11 re 1//Zltl ~ 7-(2-(0 --111.I' I\\ ADD 5i!E£TS fO -fS 1 \ AOO SHEETS 8 AND 9 /1\ ~DD .SWE..E.TS G AND 7 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL II '11/11 6VV DATE INITIAL CITY APPROVAL PH£CIS£ GHADING PLANS,FOH: /ts "\ ·":"- THE FOOTHILLS AT CARLSBAD Lil l?OBERTSON /?ANCH PA 18 P.ll.O. 06-01-IA C.T. Ol-26 APPROVED: DAVIDCL?.W 1/, h lj, DEPU1Y Cl1Y ENGINEER PE 33081 EXP. 6/30/10 DATE OWN BY: __ _ CHKD BY: ..• :- RVWD BY: PROJECT NO. C.T. 04-26 DRAWING NO. 453-88 - 061010_~ ) , fi !061209 082510 YlG6'1'1 C :E ~ G) 0 .i::,. -01 ST~ vi OJ i i j ! ' ' ' i ' ' i ' EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REOUIRED, CONTACT GREG MCDONNELL, BROOKAELD HOMES AT (858) 922-934.0. 2. EOUIPMENT AND HVRKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT All TIMES DURING' THE RAINY SEASON. All NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAC/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOO!AED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO HVRKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL AOO/TIONAL EROSION CONTROL MEASURES AS MAY BE REOU/RED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRAD/NC OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONO/TION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE !NCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH HVRK!NC DAY. 9. All REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE AVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4.0%}. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. All GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4. INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYOROSEEOED SLOPES FAil TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVl::RAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF TH£ DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. NOTE!! £L£CTRONIC DATA FILES AR£ FOR R£F£R£NC£ ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR vERTICAL SURvEY CONTROL. ©2009 O'Day Consultants, Inc. TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE /NSTALLEO AND MAINTAINED AS REOUIRED IN SECTION 212 OF THE STANDARD SPEC/ACA TIO.NS AND THE FOLLOW/NC: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HDGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4. FEET OR MORE IN HDGHT. 2. AREAS GRADED f1A TTER THAN 6.· 1 WHEN ANY OF THE FOLLOWING CONO/TIONS EXIST.· o. NOT SCHEDULED FOR !MPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA 15 OF ROLIGH GRADING. b. !DENTIAED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPEC/Al CONO/TION IDENTIAED BY THE CITY ENC/NEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDRO.SEEDED AREAS SHALL BE !RR/GA TED IN ACCORDANCE WITH THE FOLLOW/NC CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE.· a. THREE TO DGHT FEET IN HEIGHT SHALL BE !RR/GA TED BY HAND WATERING FROM OU/CK COLIPLERS/HOSE BIBS OR A CONVENTIONALS/5TEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL S/5TEM OF LOW PRECIP!TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6.· / SHALL BE !RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/AC REGARDING TH£ NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED S/5TEM. 3. !RR/GA TION SHALL MAINTAIN THE MOIST/JR[ LEVEL OF TH£ SOil AT THE OPTIMUM LEVEL FOR THE GROWTH OF TH£ HYOROS£ED£0 GROWTH. C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN.· o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d 4. lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL >5SUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEDED IS NOT VISIBLE FROM DTHER A PUBLIC STREET OR RESIDENTIAL STRUCTIJRES. h. ITEM a OF THIS SUBSECTION MUST BE INOCLILA TED WITH A NITROGEN AXING BACTERIA AND APPLIED DRY EITHER BY DRILL/NC OR BROADCASTING BEFORE HYOROSEED/NG. i ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO TH£ JOBS/TE IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT OF FOOO AND A GR/CUL TIJRE CERTIACA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WEmNG AGENTS MAY 8£ ADDED TO THE HYOROSEED SLURRY AT TH£ DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RAT£ OF NO LESS THAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW) MAY BE SUBSTITIJTEO, ALL OR PART, FOR HYDRAULICALLY APPLIED ABER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO TH£ SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, /flTH 15% SULPHUR APPLIED AT TH£ RAT£ OF 500 lbs. PER ACRE D. AREAS TO 8£ HYDRO.SEEDED SHALL BE PREPARED PRIOR TO HYOROSEEOINC BY: 1. ROLIGHENING THE SURFACE TO 8£ PLANTED BY ANY OR A COMB/NATION OF.· a. TRACK WALKING SLOPES STEEPER THAN 6.· 1 b. HARROW/NC AREAS 6.· 1 OR flA TT£R THAT ARE SUfflC!ENTl. Y FRIABLE. c. RIPP/NC AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO!,£ 2. COND/TIONING TH£ SOILS SO THAT IT IS SUITABLE FOR PLANT/NC BY: a. ADJUSTING THE SURFACE SOil MOIST/JR£ TO PROVIDE A DAMP BUT NOT SATIJRATED SEED BED. b. TH£ ADO/TION OF SOil AMENDMENTS, PH ADJUSTMENT, LEACHING COVER/NC SALIN£ SOILS TO PROVIDED vlABLE CONO/TIONS FOR GROWTH. £ HYOROSEEDEO AREAS SHALL BE MAINTAINED TO PROl-1D£ A vlGOROl!S GROWTH UNTIL TH£ PROJECT IS PERMANENTI. Y LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS TH£ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. "AS BVIL1" ~/2;/ RCE" 5'5"38! eXP 12-Ji-f{p INSPE"CTOR DATE' 2710 Loker Avenue West Suite 100 Corlsbod, Colifomio 92010 760-931-7700 F'ox: 760-9:51-8680 www.odoyconsultonts.com MITIGATION MONITORING & REPORTING PROGRAM I. ALL ACTIVE CONSTRUCTION SITES SHALL 8£ WATERED AT LEAST TWICE DAILY. WATER TRUCKS AND/OR SPRINKLER S/5TEMS SHALL 8£ USED AND RECLAIMED WATER UTILIZED IF FEASIBLE 2. ALL ADJACENT PUBLIC PA WO STREETS SHALL 8£ SWEPT AT TH£ END OF TH£ DAY IF VISIBLE SOIL MATERIAL HAS BEEN CARRIED ONTO THOSE STREETS. IT IS RECOMMENDED THAT THE STREETS BE CLEANED lflTH WATER SWEEPERS AND RECLAIMED WATER UTILIZED IF FEASIBLE 3. DURING TH£ CONSTRUCTION PROCESS, ANY AREAS THAT MAY BECOME DISTIJRBED SHALL 8£ REPLACED WITH GROUND COVER AS OUICKL Y AS POSS/BL£ 4.. ALL EXPOSED PILES OF GRA ITT, SAND, AND/OR DIRT WITH AT LEAST AVE PERCENT SILT CONTENT SHALL 8£ ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON-TOXIC SOIL BINDERS ACCORD/NC TO THE MANUFACTIJRES 'SPEC/ACA T/ONS. 5. TO PRE!f"NT DUST FROM LEA VINC TH£ CONSTRUCTION SIT£, WATER TRUCKS ANO/OR SPRINKLER S/5TEMS WILL BE USED ON ALL AREAS OF VEHICLE MOVEMENT. TH£ WA !£RING WILL 8£ DON£ AT LEAST ONCE IN TH£ MORNING AND THEN AGAIN AFTER WORK IS COMPLETED FOR TH£ DAY. TH£ FREOUENCY OF THE WA !£RING SHALL 8£ INCREASED IF TH£ WINDS EXCEED 15 MPH. IF FEASIBLE, RECLAIMED WATER SHALL BE USED FOR ALL DUST PREVENTION. 6. WHENEVER SUSTAINED WINOS EXCEED 25 MPH ON-SIT£, ALL EXCAVATING ANO GRADING OPERA TIO.NS SHALL 8£ SUSPENDED UNTIL THE WINDS HA VE TAPERED OFF TO LESS THAN 25 MPH. 7. BUILDERS ANO/OR CONTRACTORS SHALL DESIGNATE A PERSON OR PERSONS TO MONITOR THIS DUST ABATEMENT PROGRAM. THE NAM£ ANO TELEPHONE NUMBER OF THE ON-SIT£ DUST ABATEMENT PROGRAM MONITOR(S) SHALL BE PROVIDED TO THE AIR POLLUTION CONTROL DISTRICT PRIOR TO MAP RECORDA TION. TH£ MONITOR(S) SHALL 8£ RESPONSIBLE FOR ENFORCING THIS DUST ABATEMENT PROGRAM AND WILL HA VE THE ABILITY TO ORDER INCREASED WA TER!NG ON-SIT£, IF NECESSARY. 8. IF VISIBLE SOil MATERIAL IS CARR/ED ONTO ADJACENT PUBLIC PAVED ROADS DURING TH£ CONSTRUCTION PROCESS, THOSE STREETS WILL 8£ SWEPT ON A DAil Y BASIS. WATER SWEEPERS USING RECLAIMED WATER WILL BE USED, IF FEASIBLE. 9. ALL TRUCKS HAULING DIRT, SANO, SOil, OR OTHER LOOSE MA !£RIALS ARE TO 8£ COVERED OR SHOLILD MAINTAIN AT LEAST THV FEET OF FREEBOARD (IE, MINIMUM VERTICAL DISTANCE BETWEEN TOP OF TH£ LOAD ANO THE TOP OF THE TRAILER) IN ACCORDANCE WITH THE REOUIREMENTS OF CALIFORNIA VEHICLE COO£ (eve) SECTION 23114.. 10. TO PREVENT TRACK/NC OF MUD ONTO PUBLIC STREETS, GRAVEL PADS {CONSTRUCTION ENTRANCES) SHALL BE INSTALLED AT ALL ACCESS POINTS INTO THE CONSTRUCT/ON SITE. 11. TO PREVENT DUST FROM LEAVING THE CONSTRUCTION SITE, WATER TRUCKS AND/OR SPRINKLER S/5TEMS WILL BE USED ON ALL UNPAVED ROADS, PARKING ANO STAGING AREAS. THE WATERING WILL BE DONE AT LEAST THREE TIMES DAILY. 12. THE SPEED LIMIT ON ALL UNPAVED ROADS SHALL NOT EXCEED 15 MPH. 13. HEAVY-DUTY DIESEL-POWERED CONSTRUCTION EOUIPMENT MANUFACTIJRED AFTER 1996 {WITH FEDERALLY MANDA TEO "CLEAN'D/ESEL ENGINEERS) SHALL BE UTILIZED ONS!TE WHEREVER FEASIBLE. 14.. THE ENGINE SIZE OF CONSTRUCTION EOUIPMENT OPERA TING ONSITE SHALL BE THE MINIMUM PRACTICABLE SIZE. 15. THE NUMBER OF CONSTRUCT!ON EOUIPMENT OPERA TING ONS!TE SIMULTANEOUSLY SHALL BE MINIMIZED THROLIGH EfflC/ENT MANAGEMENT PRACTICES TO ENSURE THAT THE SMALLEST PRACTICAL NUMBERS ARE OPERA TING AT ANY ONE TIM£ 16. ALL CONSTRUCTION EOUIPMENT OPERATING ONSITE SHALL BE PROPERLY MAINTAINED AS PER THE MANUFACTIJRE'S SPEC/ACA TIO.NS. 11. ALL CONSTRUCTION EOUIPMENT OPERA TING ONSITE SHALL BE EOU!PPED lflTH THV TO FOUR DEGREE ENGINE TIM/NC RETARD OR PRE-COMBUSTION CHAMBER ENGINES. 18. CATALYTIC CONVERTERS SHALL BE INSTALLED ON ALL GASOLINE-POWERED EOUIPMENT, IF FEASIBLE. 19. DIESEL CATALYTIC CONVERTERS SHALL BE INSTALLEO, IF AVAILABLE. 20. ELECTRICITY FROM POWER POLES SHALL 8£ USED RATHER THAN TEMPORARY DIESEL OR GASOLINE POWERED GENERA TORS. 21. A TRIP REDUCTION PLAN SHALL BE IMPLEMENTED TO ACHIEVE A 1.5 AVERAGE VEHICLE RAT!O (AV!i') FOR ALL CONSTRUCTION EMPLOYEES. BY ENCOURAGING AN AV!i' OF 1.5, THE CRITERIA POLLUTANT EMISSIONS /DENTIAED HVULD BE EFFECT/I/ELY REDUCED BY ROLICHL Y 33 PERCENT. 22. CONSTRUCTION WORKER TRIPS SHALL BE MINIMIZED BY REOUIR/NC CARPOOLING AND BY PROVIDING FOR LUNCH ONSITE. ENCINEER's NOTES /. REvlS/ON OF THESE PLANS MAY BE REOUIRED IF THE PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO THE DEADLINE DAT£ OF THE IMPROVEMENT AGREEMENT. 2. THE EXISTENCE AND LOCATION OF UTILITY STRUCTIJRES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UT!LITY FAC/l/TIES OR STRUCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIL/TIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTIJRES NOT SHOWN. 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXIST!NG FACILITIES (ABOVEGROUND AND UNDERGROLINO) WITHIN THE PROJECT SIT£ sumc!ENTI. y AHEAD OF THE CONSTRUCTION, TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS, IF IT IS FOLINO THAT THE ACT/JAL LOCA TIO.NS ARE IN CONfl!CT WITH THE PROPOSED WORK. 4. PRIOR TO THE ISSUANCE OF GRADING PERMITS, A CONSTRUCTION DUST ABATEMENT MANAGE/JENT PROGRAM SHALL BE PREPARED AND SUBMITTED TO THE CITY OF CARLSBAD FOR APPROVAL IMPLEMENTATION OF THIS MEASURE SHALL BE VERIAEO BY TH£ CITY OF CARLSBAD ENGINEERING DEPARTMENT ON ESTABLISHMENT OF THE PROGRAM, AND PERIODIC INSPECTION DURING GRADING. 5. PRIOR TO THE ISSUANCE OF GRADING PERMITS, AN OFF-ROAD AND ON-ROAD MOBILE SOLIRCE E/J/SSION REDUCT!ON PROGRAM SHALL BE PREPARED ANO SUBMITTED TO THE CITY OF CARLSBAD FOR APPROVAL !MPLE/JENTA TION OF THIS MEASURE SHALL 8£ VERIAED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT ON ESTABLISHMENT OF THE PROGRAM, AND PERIODIC INSPECTION DURING CONSTRUCTION OF THE PROJECT. 6. ALL FOOTINGS SHOULD MAINTAIN A MINIMUM HORIZONTAL SETBACK OF H/3 (H:SLOPE HEIGHT) FROM THE BASE OF TH£ FOOTING TO THE DESCENDING SLOP£ FACE OF NO LESS THAN 7 FEET, NOR NEED NOT BE CREA TER THAN 4.0 FEET. THIS DISTANCE IS MEASURED FROM THE FOOTING FACE AT THE BEARING ELEVA T!ON. FOOTINGS ADJACENT TO UNLINED DRAINAGE SWALES SHOLILD 8£ DEEPENED TO A MINIMUM OF 6 INCHES BELOW THE INVERT OF THE ADJACENT UNLINED SWALE FOOTINGS FOR STRUCTIJRES ADJACENT TO RETAINING WALLS SHOLILO 8£ DEEPENED SO AS TO EXTEND BELOW A /: I PROJECTION FROM THE HEEL OF THE WALL. AL TERNA TIVEL Y, WALLS MAY BE DESIGNED TO ACCOMMOOA T£ STRUCTIJRAL LOADS FROM BUILDINGS OF APPURTENANCES AS DESCRIBED IN THE RETAINING WALL SECTION OF THE SOILS REPORT BY GEO.SOILS. 7. NO ROOF DRAINS WILL BE TIED INTO UNDER.SIDEWALK DRAINS. 8. HOLISES ON LOTS 265 -304. SHALL BE AR£ SPRINKLERED. 9. WHffiCHA/R RAMPS SHALL BE INSTALLED PER REOU!RE/JENTS OF Till[ 24, CALIFORNIA ADMINISTRATION COO£ 10. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTIJRBED BY THIS HVRK SHALL 8£ RE-ESTABLISHED, PERPETIJA TEO, AND DOCUMENTED PER THE PROFESSIONAL LANO SURVEYORS ACT. t---t----t-------------t--t---1----ct----t I SH2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT U1j ::=='...::::::==::::::::::::::::::=:::::::::::::::::=::::::==::=:=~=::::::::::::::: Civil Engineering Planning Processing Surveying DESIGNED BY: H.R. N.F. DATE: AUGUST 2008 1----+----+----------------+-----lr---+----+----t DRAWN BY: C.F. M.P. SCALE: AS SHOWN PROJECT MGR.· M.N.C. JOB NO.· 01-1014 ENGINEER OF WORK: /e,\ As-15/J/i,-r DATE::>-(o-0'1 MAR!l,\RET N. CARROLL RCE: 46935 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA TE IN1TIAL OTHER APPROVAL CITY APPROVAL G:\0\1014 \ Ol 140M&02.0WG PRECISE GRADING Pi.ANS FOH: THE FOOTHILLS AT CARLSBAD HOBEHTSON HANCH PA 18 P.V.D. 06-01-IA C.T. M-26 DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/10 DA E DWN BY:~~- CHKD BY: ge,F RVWD BY: Ji£. PROJECT NO. C.T. 04-26 DRAWING NO. 453-88 ) 061209 041309 ) NOT£!! ELECTRONIC DATA ALES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2009 O'Day Consultants, Inc. __,..-~"' i PA 17 -----------===::'.:::::s::=;~ "AS BUILT" ~<?ti d~s- EXP /Z-J!-1(, PATE I DAT£ \ I I I I I I I I I ;,'1~, \ If ..VI.I I ~ \\: DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL G:\O11O\4\0114DMGO3. DWG o· 10· 40' ----20' 80' SCALE: 1" = 40' SHEET INDEX ! 2 3 4 5 DWN BY: ----,c-c::-cc- CHKD BY: R6f RVWD BY: ,HJ?, TITZE SHEET NOTES KEY MAP SECTIONS & DETAILS GRAD/NC PLANS PROJECT NO. C.T. 04-26 061010 ) / 061209 041309 082510 ) DRAWING NO. 453-88 I • l i j I 2' 29.5' 30' VARIES 1102'-118'; 18' 5' TRAIL 6, SOUNO WALL~ VARIES (51'-54J VARIES (51'-64') EASEMENT f1'0EXIST/NC ) 5' HIGH SOUNOWALL ,_ ~..$( 10' 32' VA 1/ES VARIES 10' 20'± STORM DRAIN J V1!!IES ;;:-: VARIES SAWCUT (4'-j8') (32'-62') u EASEMENT J', 0.55,26.5 / (8' MAX) LINE VAR ~ LINE ' , 2''!' --U 1--20' MIN 9'-12 EXIST. 8' TYPE iJ-1' 2% ,. ' I I ' ,. VARIES r VARIES 0. I ( MEO/AN CURB 2% z:I = 10.75/TYP) OvfR ;-:-: . {.2.0-27%.' (1.8-27%) 1 % VARIES (22%-25%.' ---;-,,v, I 8'' I LOTS 1, 2 &-5 ~I "---'-' -':'ed. ---- -!=-~ Y .... , ~ OF CT 02-16 0.7. ' J o-;:;,,.-/;J "/ :2:; //4:,: ½:Z;?.@7_Lm I\. MEANDER/NC VARIES OvfR LOT 8 MEANDER/NC _ I l~p'"'D "'-_ I-[ -~ OC TRAIL NOT£!! PCC SIDEWALK ~~ ';'::1';;2/fMIN.~ 0.5' '--NOTE 1 fflfuRi·lw;tTTER 6' TYPE "c" CURB &-CUTTER___.___... AC OvfRLA Y (TYP.} REMOvf EXIST. IO''AC DITCH 1 ~-1-e·--i---75-,,-A",~-19~. -<-/-? PA v[M[NT WIDEN/NC b[R owe 433-6 £/~D. ;....__ [X/Sc 16" PVC/ v ;_ /?• ,c, !o pw 'l-\ vc 'EXIS p AC PA'£MENT 0'£R ACCRECATE BASE{~1) .l It\ EXISTING CANNON ROAD {REACH S) 10' 51' STA. 150+24.18 TO STA. 16'1+4a7J TRAmc tND£X = 8.5 VARIES 1102'-112') VARIES (51'-61? 32' VA 1/ES VARIES (32'-52'1 10' 8' 4' (8'-18') 5.5' D. C. TRAIL 9' 6' SOUND WALL ..:c.. I /I/RR/CAT/ON PER owe 433-6 20' BERM (4' MAX) 2' ~ EXIST. MEO/AN HAROSCAPE/ ~ _!iou I~ :I-,/;1-~;o,j"~ --~ -=37 ...?%_ ~ ~ "" ~'I-, Y77,0""~@,,z I ~..¼1/.Z ( ---2r -~+ n·\ • I •· VARIES -r-EXIST. 8" TYPE iJ-f' " EXIST/NC 6' TYPE •c• 0.5' MEDIAN CURB EXIST/NC PCC SIDEWALK CURB & CUTTER (TYP.) - EXIST/NC 5• AC PA'£MENT 0'£R ACCRECA TE BASE EXIST. 5• Ac PA'£MENT OVER ACCRECATE BAsEc,(TllfcK!le'.35 VA?t€S 14'1-t6 A ,e-.'f) EXISTING COLLEGE BLVD. {REACH B,) (PER owe 433-6) 13' PCC SIDEWALK STA. 103+34.72 TO STA. 116+25.39 TRAmc INDEX= 8.5 NO SCALE 60' ROW 17' 13' EXISTING YI/ND TRAIL YIAY 6 13' 0.5' 5' STA. l4+6235 TO STA. 16+75.95 TRAmc INDEX = 6 17'. 6" TYPE "c" CURB & CUTTER NO SCALE 60' ROW 17' (j 13' 10· \,__PUBLIC PEDESTRIAN ACCESS EASEMENT ~ I n l =1" ~::Y/&/a21/~.LV~~&/&1/~ ------ PCC SIDEWALK EXISTING GLEN AVENUE 6 STA. 10+00 TO STA. 23+9282 TRAmc INDEX = 5 NO SCALE 6 EXIST/NC ROAD IMPROVEMENTS PER owe. 433-6, CT 02-16 11AS BUILT II ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR V£RT7CAL SURVEY CONTROL. ~ CL! s-11£/o:: I ©2009 O'Day Consultants, Inc. lNSPtCT0/2 . DATE 78' ROW 10' 39' 39' 10' LANDSCAPE 10' 29' 29' 10' LANDSCAPE BUFFER 1----'-"-----1----~"'-------'-----~-----l-----'-"--BUFFER VARIES ' 4' VARIES 5' 4.5'-10 30' 8' 20· 4.5'-10' 5' AC PAvfMENT AC PAVEMENT 11 1t~-,./ ll'};Y / / ~;e[::j MEANDER/NC PCC SIDEWALK 4• AC PA'£MENT OVER AGGREGATE BASE _ _., THICKNESS TO BE DETERMINEO BY R-VALUE TESTS (6' MIN.) EXISTING HILLTOP STREET 6 STA. 1o+OO TO STA. 12+72.10 TRAFFIC INOEX = 6 78' ROW 6' TYPE •c• CURB & CUTTER 10· 10' 39' 39' LANDSCAPE 10' LANDSCAPE BUFFER 1----'.c.----+----~=-----+------~-------+---=-----1 BUFFER 10' 29' . 29' VARIES I 20'-30' VAR/£.' 8' 20' 5' VAf//ES 4.5 -10 AC PAvfMENT 0'-10' AC PA'£MENT -:..£. 'i:::: =:)\-,::.':'1 8' MEO/AN CURB~ I I MEANDER/NC " J &<-~ -. ~~ /;(/( !""=~""'l"==~,,,,.,,=~,,,,J 2% ~Y,' 1/, I//.½Y/LL'.!/LL'. 1/~LL /,"' °"'' PCC SIDEWALK o.5Y~ 6' TYPE •c• (TYP.} CURB & CUTTER 4• AC PA '£MENT 0'£R ACCRECA TE BASE THICKNESS TO BE DETERMINED BY R-VALUE EXISTING HILLTOP STREET6 13' STA. 12+12.10 TO STA. 13+62.10 TRAFFIC INOEX = 6 NO SCALE 60' ROW 11' 13' 6" TYPE "'G,, CURB & CUTTER EXISTING WIND TRAIL WAY. GLEN AVENUE. FOUR PEAKS ST.. BUCK RIDGE AVE., _ _,_..._,,.,v_.__..,, NORTH FORK A VE .. ALANDER CT.(RAMSEY WAY & CASCADE ST. l _ . . -R NO SCALE • LANDSCAPE BUFFER AT STREET SIDE YARD. "2: 1 MAX PORllON OF PARKWAY FOR FOUR PEAKS STREET STA. 19+00 TO 27+90 EXIST. UNDERORAIN PER owe 453-8 ----... ......____ • HIGH PT. r /OT LINE TYPICAL UNLESS NOTEO OTHERWISE I ~11/2 I t% I ::ii Ir: 7liii ~~ ;;;') ~ l I ~,~ -5' MIN I ;::'. Ir q_,+ c:::i 3' Ml,+j i-3' Ml!{_ / ~ - '--TYPICAL BLOC. ' I ~ 5 MIN' '-~ FOOTPRINT---..,. "'I,; ~ ~l , ~~~ '-. ;;:; I :::;j~ MIN I 2% FF=PAD+0.67' I I 14% MAX AT CENTER I>. I 7iii7 I " ' "' I OF DRIVEWAY r I I Vf No MOUND/Ne TH1s AR&1 rrop oF sLoPE I j 0.5' MIN ABO'£ SWALE & NOT TO EXCEED ) ~ "'!~ FINISH PAD ELEV.} . ~ ~ :!' 'ii ~ ., 1 PLACE FIBER ROLL OUR/NC CONSTRUCT/ON '. · · •· · WALK R.O.W. ===="=='======'=="====a=, ,Ii\ NOTE: 1) LOTS WILL SURFACE 0/IA/N UNLESS SHOWN OTHERWISE. , -1 2) TYPICAL LOT ORA/NACE PER cs-t.i;(A5 /.AO(J/fll"/71/!fte(i{."'/JRB & CUTTER TYPICAL FINISH LtJI' tJRAINAGE AND TEMPORARY EROSION CONTROL DETAIL NO SCALE DESIGNED BY: H.R. N.F. DATE: AUGUST 2008 1-----t--+---------------+----l----le----+----I DRAWN BY: C.F. M.P. SCALE: ___ _ o/<e;~~- CONSULTA/4-rs ,------------~•~-~ft~-~~~~~~+,~~~AiJ~-~~~uJt~~~~=~-------~-~--h~+~~ 2710 Lokec A,enoe w~, c;,n Eog;, .. rtag ENGINEER OF WORK: \ ReVl=l? tl!TAIL. (,,/!;/()I.I) 6VP l----+--+---------------+------l--~e----1----1 PROJECT MGR.· M.N.C. JOB NO.· 01-1014 APPROVED: DAVID A. nUJ-R_,,,/ DEPU1Y Cl1Y ENGINEER PE 33081 EXP. 6/30/10 Corl,bod, CoHfom~~;•;,~~g ~~~~:;;;;,g 0U. (jJ_ 4-7-0'1 ,UC.-11\ Afll?el? .51-1Ger6 G ' -,, 1<£Vl5eJ)xCt (0) 760-931-7700 Surveying • ,. DATE INITIAL ' Fo,c 760-931 -8680 ~~~"~=~=----..:::DAc::T..:::E:c..,>-C!':{o,.:;,~,, REVISION DESCRIPTION www.odayconsultants.com MARGNRfT N. CARROLL RCE: 46935 ENGINEER OF WORK DA TE INITIAL OTHER APPROVAL G:\0110l4\0\l4 OM604.DWG DA TE INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY: ROE RVWD BY: ,](£, PROJECT NO. C.T. 04-26 061209 041309 ) DRAWING NO. 453-88 NOT£!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2009 O'Day Consultants, Inc. Lor 6 MAP 15608 0 I .., •. P.A. ! 9 0WG. 453-9A 1'A s BUlL T'' ~Gt/ s-1~ PATG' ' I/JSP!iC:,oR SOG&E BOX 1~o,Ess,~ <JP i<) !\EIS C' <'l /::? (f .,.,~t, !:!'$f 'i<'i (.!) ~ ,--rr1 '/t NO. 46935 ~ * EXP. 09/30/09 * u'°'1)l CIVIL ~-%'<' < or CA'-''a I I I I I ( / 226 PA0=86.5 ___,/ 85. HP \,_____ 26 lPAO=Jr· ! I N ~ o/Z)~ CONSUL ~T s 271 0 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying f"ax: 760-931-8680 www.odayconsultonts.com 225 224 PA0=97r6 PA{)=96.9 223 PA0=95.8 L ___ _J L ___ _, I _23.44•\~ 1,IJ 47.88' .1 , 46.38' ':>· \ I "' 90 '-..... ~---- ,---7 I I I \ I I L ___ _J 5.2' 105' 230 PA0=83.6 " ~ ___,/ \... R,;1r ~ " P, 0=85.4 26! ~60 1Af=83.8 259 I-) DESIGNED BY: H.R. N.F. DATE: AUGUST 2008 DRAWN BY: C.F. M.P. SCALE: 1' = 20' PROJECT MGR.· M.N.C. JOB NO.· 01-1014 ENGINEER OF WORK: 1{ ~ DATE: ),/O-u N. CARROLL RCE: 46935 PA0=83.0 o· 20· ---10' 40' SCALE: 1' = 20' PLANNING AREA 18 -MODELS TABULATION LOT LOT I ADDRESS PLAN I ENHANCED AP.N. B4CKFZOW BUILDING LOT LOT ELEV. PREVENTER FOOTPRINT AREA COVERAGE CODE TYPE AREA 0227 227 3714 GLEN A VENUE 28 NO 168-373-09 NO 1962 6456 304% 0228 228 3118 GLEN A VENUE 1XA NO 168 313 10 NO 2430 6624 36.7% 0229 229 3722 GLEN A VENUE 3CR NO 168 313 fl NO 1935 6790 28.5% l----+-----+---------l--1-----1-----l----l ~ CITY OF CARLSBAD I S~TS I Li_J ENGINEERING DEPARTMENT _». ry 3-3/-/S C IC.:( DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\OI 1014\ 0//40/IN',05. DWG PH£CIS£ GHAO!NG Pl.ANS FOH: THE FOOTHILLS AT CARLSBAD /rOBERTSON RANCH PA 18 P.V.O. 06-01-IA OWN BY:-==- CHKD BY: ...£6i' RVWD BY: ,ll,£. NOOELS c.r. fH-26 PROJECT NO. DRAWING NO. C.T. 04-26 453-88 / 061209 01+ 1309 o' 20· 10· 40' SCALE: 1" = 20' NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2009 O'Day Consultants, Inc. ~ V) 1/ ... r15. 12· rs. I I / 1') r, "" ..t, ~ l;i 0.: §j ;Ii ~ 0.. / "AS BUil T'' ~Cd 5/w<Y Ree !i638t PATE CANNON ROAD / 280 PAD=14.5 11 :'.] I '-._..._ 6" CURB & CUTTER .-----6" CURB & CUTTER \ I___ R/W - LOT LOT I CODE 0275 215 0276 276 0277 277 0278 278 0279 279 0290 290 0291 291 0292 292 0293 293 R/W f' LOT 330 r .,___ __ _,,,__LOT 216'----!,+--+-LOT 277 ~ BLDG. UN[ BLDG. LINE FF=74.37 CF SIDEWALK SECTION A-A SWALE (T'fP.) FF=73.67 NO SCALE f' ---BLDG. LINE FF=74.17 SWALE (TYP.) SECTION 8-8 NO SCALE /?.- --LOT291 f h'.ll-A~;j. P.Dv'U.SWJ) Lo'!' 2~0 NOTES: BLDG. UN£ --.-1 FF=lJ.87 25' I I I TVRF BLOCK SWALE (TYP.) SECTION C-C NO SCALE --BLDG. UN£ FF=14.57 I. SE[ T'fP/CAL LOT ORA/NAG[ DETAIL SHEET 4. 2. SEE SHEET 7 FOR T'tPICAL SECTIONS FDR ARAPAHO PLACE AND OCALA WAY. EASEAIENT NOTES: [I] JO' GENERAL UTILITY EASEMENT IN FA fVR OF CITY OF CARLSBAD PER MAP 15682 lkJ SEWER EASEMENT IN FA fVR OF CITY OF CARLSBAD PER MAP 15608 PLANNING AREA 18 -PHASE 1 TABULATION ADDRESS PLAN I ENHANCED A.P.N. BACKFLOW BUILDING TYPE ELEV. PREVENTER FOOTPRINT AREA 3744 APAPHAHO PLACE 2CR l'c.5; WEST SIDE 168-373-46 NO 1967 3748 APAPHAHO PLACE JA NO 168-373-47 NO 1952 3752 APAPHAHO PLACE /CR NO 168-373-48 NO 2430 3756 APAPHAHO PLACE JBR NO 168-373-49 NO 1937 3760 APAPHAHO PLACE IXCR NO 168-373-50 l'cS 2430 3757 APAPHAHO PLACE JAR NO 168-373-60 l'cS 1952 3753 APAPHAHO PLACE 2CR NO 168-373-61 NO 1967 3749 APAPHAHO PLACE JBR NO 168-373-62 NO 1937 3745 APAPHAHO PLACE !AR l'c.5; WEST SID£ 168-373-63 NO 2430 LOT LOT AREA COVERAGE 5667 34.7% 5178 37.1% 5165 41.0% 5152 31.6% 5/61 41.1% 720I 21.1% 4881 40.3% 4898 39.5% 4889 49.1% I SH6EET I CITY OF CARLSBAD I SHEETS I 1-_-_----~~l-_-_-_-_~---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~----=----_-_-_--:i_l-_-_~-----l+--_~~---l-+--_-_-_-_-t_-_-_-_j ENGINEERING DEPARTMENT 7 PRECISE CRAOING PLANS FOR: THE FOOTHILLS AT CARLSBAD 0 ~~ DESIGNED BY: H.R. N.F. DATE: MARCH 2009 · /. / . _·.·., ·,r -"-c;J_~--ROBERTSON RANCH PA 18 P.IJ.D. 06-01.fA .,,,,. ~ DRAWN BY: C.F. M.P. SCALE: 1· = 20' PHASE f C.T. 04-26 PROJECT MGR.:_}!N,C_. _ JOB NO.: 01-1014 APP~_9):EQ;_Jl£,'41D 6'J H}USER . C O N S U LT A N T S i---------------jl~~+---l--rc-~~----------_j __ __j__--L---L-l ~~~erfiJ,/JJ/4_ _1,,/:,,/,-,a 2710 Lokec A'""" Wost c;v;i E,g;,,.,;,g ENGINEER OF WORK: t~~rtJ~~~~A~5~-8~1.f.~)l;r1'.~5~~-r__=======t==t=j';/i,_M_tJrj DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/10 DAfE StJ1te 100 Planning Carlsbad, Col"fornio 92010 Processing 1 ADD SHEETS 6 AND l (p ;I.. 'tiJJ 61Jf' DWN BY: -~- 760-931-7700 sc~•yl,g DATE:?'/',o~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY· .!r..8 PROJECT NO. DRAW'NG NO. ../.,";;,~:~,~it~:ts8,6:~ MAR A ET N. CARROLL RCE: 46935 ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: C. T. 04-26 453-88 ~G:\D11014\01140MG06R.dwg May 12,--2009~3:47pm 'lfr,.f,::• /"'l114A~AAP· n114nmnn· n114n<:t...-n114nrdl· n114nmnn· /"'l114A<:;TR• n1U.n~Ar.• n1U.()IITI• '1114TP_U• n11Af'l1Jn1, n11Ao,-on. l"IH~n,,TI 061209 ) o· 20' 10' SCALE: 1" = 20' 279 PAD=74.0 BUILDING ...____ ____ ~SUBACKd~ NOTE!! ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR V£RT1CAL SURVEY CONTROL. ©2009 O'Day Consultants, Inc. 48.0~ 1,94' zv? '~ \ I \ / .J 50.80' .9 FF--75.57 4• PVC @ 0.9% ...,, 1( ( EXIST. SOUNDWALL //JSP/fC TOR. I I r L, P,g;J91 \ I LI ___ , LD I I I \ J I --U:iJ~JI 'e-,--I 1, 245 ' PAD~B0.6 j L--- I BU!LD(NG 11 SETB1CK L!lf I Rl\ 140.0' 46.0!' - L -fr,'? _J , ·1~ 48. la:i_ I.JI' 62./Jl._ --1 ..., 4.52 ,c-·,_•L,.---0-.--~-16,~Q 4• PVC @ 0.9% ~':,'). ~ ~ PA0-75.J Ff: 75.97 --' 5.0 ,s-."' 1~? ~ R PAO 76.2 Ff: 76.87 " --.._...1,4• PVC@ 1% MIN 5.0' ~ 15-6 l5.{ ~ GF=16.2 76.4 TC 74.35 Fl 6"\ CURB &-GUTTER I i;,; \~ 4• PVC @ 1% MIN. 77.9 II HP 1~?6~D I 3C PA0-78.0 Ff: 78.67 5.0' -1 GF=78.0 "' <o \~ <::i <'5 "' -" -w 1/ ___ --1--t---s--...+,-lrl,.. \ ~."--'-"- I~ I \ I ~~__.r CF=~· tiib Q9 PA0=75.4 Ff: 16.07 4, Pit' @ 1% MIN. ,;;f<.r 74.B 5.4' RETAINING WALL PER Oi!G 45J-8A - 50.40' , ?.f.9 G~ID PA0-76.5 FF'-11.17 4, Pit' @ 1% MIN. RETAINING WALL BY [PARA TE P[RMIT . ------- -----......___ CANNON ROAD DATE 5• CURB &-GUTTER MIN. REAR YARD AREA (TYP.) 1~76H.P4 56.6' 100.02' R/W --I EXIST. TURF sj_ I BLOCK PER 4 J-8A / I / I . \ I I 11.1· I I I ' I I I ~ f \\I---.. 1--1 \ H, A. , OPEN\· \ £AS[, I . ) I I I I \ R/W ~ § l&J ~ c:, Q;\ l&J ~ -.I ~ \ \ I I DA TE INITIAL I / I I LOT COO£ 0280 0281 0282 0283 0284 0285 0286 0281 0288 0289 LOT I 280 281 282 283 284 285 286 281 288 289 10' ~ ~.f-0.5' 5' ~ t.:S-y 10' 5' 2% 18' PCC SIDEWALK 56' ROW 36' 18' 4• AC PAVEMENT OVER 4• MIN. AGGREGATE BASE EXISTING ARAPAHO PLACE 20' 6" rtPE •c• CURB &-GUTTER NO SCALE 60' ROW 2% 2% 20' 7 4.5' 3' /0' /0' 5' 0.5' 6'1 / 5•,/ 2% -:: ,....,.: FENCE PCC SIDEWALK 4• AC PAVEMENT OVER 4• MIN. AGGREGATE BASE FENCE_,/ PCC SIDEWALK EXISTING OCALA WY. NO SCALE ' LANOSCAPE BUFFER AT STREET SIOE YARD. / I PLANNING AREA ADDRESS 3764 APAPHAHO PLACE 3768 APAPHAHO PLACE 3772 APAPHAHO PLACE 3776 APAPHAHO PLACE 3780 APAPHAHO PLACE 3784 APAPHAHO PLACE 3773 APAPHAHO PLACE 3169 APAPHAHO PLACE 3765 APAPHAHO PLACE 3161 APAPHAHO PLACE EASEMENT NOTES: [Ij STORM DRAIN ACCESS EASEMENT PER MAP 15682 [g] A PIPELINE EASEMENT IN FA W7R OF CARSLBAD MUNICIPAL WATER DISTRICT RECORDED JANUARY 4, 1963 AS FIL£ NO. 1852 OF O.R. [TI A PR/VA TE ROAD EASEMENT IN FA 1-VR OF LIDO LAND CO. RECORDED APRIL 1, 1958 IN BOOK 7016, PAGE 536 OF O.R. 18 -PHASE 2 TABULATION PLAN I ENHANCED A.P.N. B4CKFlOW BU/LO/NG TYPE ELEV. PREVENTER FOOTPRINT AREA JAR NO 168-373-51 IFS 1952 2BR NO 168-373-52 NO 1962 JCR NO 168-373-53 NO 1935 2AR NO 168-373-54 NO 1964 1BR NO 168-373-55 NO 2430 JC IFS, EAST SIDE 168-311-67 NO 1935 2CR ITT; EAST SIOE 168-313-56 NO 1961 IA NO 168-313-51 NO 2430 JC NO 168-373-5.8 NO 1935 28 NO /68-373-59 ITT' 1962 LOT LOT AREA COVERAGE 5199 37.5% 5253 37.4% 5455 35.5% 5061 38.8% 5296 45.9% 6631 29.2% 7795 25.2% 4814 50.5% 4192 40.4% 4782 41.0% I SH7ET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT P/?£C/S£ C/?A0/1/G PLANS FOR: TH£ FOOTHILLS AT CARLSBAD HOBEHTSON /?ANCH PA 18 P.V.O. 06-0f.lA PHASE 2 C.l fJ.l-26 AP~VE:x~~AUSER r,/:ffg e,, ~~ ~f'E412QI/: e? ~!~tit, DEPTY-CITY ENGINEER PE 33081 EXP. 6/30/10 DAE DATE INITIAL DA TE INITIAL OWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: JLR C.T. 04-26 453-88 RVWD BY: G:\011014\01140MG07R.dwg May 13, 2009 1:40pm Xrefs: 01148MAP: 0114amap: 0114gstr; 0114gutl: 0114gmap; 0114butl; 01148STR: 01140MG: 01140UTI.; 0114TP-M: 01140MDL ) 061209 ) NQlJJ! [ 7 300 P/i0:::76. 0 l_ I r I ELECTRONIC DA TA FILES AR£ FOR R£F£R£NC£ ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2010 O'Day Consultants, Inc. I I I ~--_ _J i ---- I I I ___ _j j 5.0' I ~ ---i:iw ~ ~L 7J 7 FL I __.JI-- - CAN!✓O!✓ ROllD DESIGNED BY: H.R. N.F DATE: MARCH 2010 DRAWN BY: M.P. C.F. SCALE: 1" = 20' oV<~?_ C O N S U L T A~-T S f----------------1 PROJECT MGR.· M.N.C. JOB NO.: 01-1014 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fe)(: 760-931-8680 www.odayconsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: MARGAR "AS BUILT" ~ (?,_fj 01-W/S"' RCE 5':i'lR! EXP. IZ-JI-/{, DATE \ GF=75.5 309 I I I NOTcS- 1. SEE TYPICAL LOT DRAINAGE DETAIL ON SHEET 4. 2 SETBACKS SHOW ARE MEASURED FROM BUILD/NC FOUNDA TlON. R£CR£A T!ON AR£A H.0.A. . I 7-1,5 Tc 7J.a 17. DESCRIPTION: STANDARD M-I0 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEERS STA TlON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68.479 DA TUM· /J.S.C. & G.S. NCVD 1929 ' ······-···-74 O' 20' 10· 40' SCALE: 1" = 20' PLANNING AREA 18 -PHASE 3 TABULATION LOT LOT I ADDRESS PLAN I ENHANCED A.P.N. BACKFLOW BUILD/NC LOT LOT COD£ TfPE ELEV. PREVENTER FOOTPRINT AREA COVERAGE AREA 0270 270 3724 ARAPAHO PLACE JC NO 168-373-41 NO 1935 5875 329% 0271 271 3728 ARAPAHO PLACE 2A NO 168-373-42 NO 1964 5280 37.2% 0272 272 3732 ARAPAHO PLACE JBR NO 168 373-43 NO 1937 5252 35.9% 0273 273 3736 ARAPAHO PLACE 2CR NO /68-373-44 NO 1967 5239 37.5% 0274 274 3740 ARAPAHO PLACE IXA ITS, EAST SIDE 168-373-45 NO 2430 5393 45.1% r _J_ 0294 294 3741 ARAPAHO PLACE 2BR ITS, EAST SIDE 168-373-64 NO 1962 4858 40.4% 0295 295 3737 ARAPAHO PLACE JAR NO 168-373-65 NO 1952 4849 40.3% J 0296 296 3733 ARAPAHO PLACE 2CR NO 168-373-66 NO 1967 4839 40.6% 0297 297 3729 ARAPAHO PLACE IXBR NO 168-373-67 NO 2430 4829 50.3% 0298 298 3725 ARAPAHO PLACE 2AR NO 168-373-68 NO 1964 5193 37.8% I SHBEET I CITY OF CARLSBAD I SHEETS I 1----,1---+---------------l---+--+---J---j ENGINEERING DEPARTMENT 9 f------jf------+----------------1-----+--+----+-~ PRECISE GRAO/NG PLANS FOR: TH£ FOOTHILLS AT CARLSBAD ROBERTSON RANCH PA 18 P.11.D. 06-0UA PHASE 3 c.r. 04-26 -31-!S -re. AS-t:,vn:( ~SKI . _s/'18(10 PE 41204 EXP. 3/31/11 DAE- . tB-1'=0 //.J..C., 11;.,, ADO SHEETS 8 & 9 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 04-26 DRAWING NO. 453-88 G: \011014\01140MG08.dwg Apr 28, 2010 12: 52pm --------,,._. )fr,,fo, n11A-R~AAP· mu.nm""' n11A.nc:+r· n114n11tl· n114r,mn,_. n11A.mu-::-n,u.n1m • n1U.TP-~A-n114mm1, n11A.kc::t.-n11.t.R1rn ) o· NOTE!! I _,__ I £L£CTRON/C DA TA FILES AR£ FOR R£F£R£NC£ ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2011 O'Day Consultants, Inc. I afESS/ /:8 • "t', "'---_._ ::oz "' e, \:i, NO. 55381 £cl * * "'<11, c,v,1.. R-~"<' < or CAll'!J 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760~931-7700 Fax: 760-931-8680 ODayConsultonts.com Civil Engineering Planning Processing Surveyini; . ~ 16.9 TG j~15.65 Fl ~~~ ~ ~I 7,? 302 1BR 5.0' 5.o' PAO 77.2 11-1 { p,= 77:["7 HP (._ 4• Pl,!;' (} 1% MIN. 11~p !!::!!.;) DESIGNED BY: _T=.C~. __ DATE: AUGUST 2011 DRAWN BY: G.M. SCALE: 1" = 20' PROJECT MGR.• T.C. JOB NO.: 09-1270-03 ENGINEER OF WORK: l I EXP. /J.-Jto{(p REV ED BY: :!dM~I fl~---...6-~~,.,.:~ TOR - CONNECT TO EX/Sf 3• 0-27 . UNOEROR. IN PER 0/IC.. 453-8 W/ RED~ l/ (Tr?.} 12 74,12 '" · 32.90 74.6 TC ;., 7J85 fl "'i 7:----1-4. p /,!;' ~ (P 1% MIN. -:::: 270 PAD=15.4 ~ j • -I ~ ~ ~ l r--'---=c:1--1,. CF=76.0 ~ ·J I I I 75.7 TG : 74,1 FL JOO 2BR - L ....____., ~':l~ --PA0-76.0 ~ Ff: 76.C? 5.0' • 7.f" 5.0' ---= 84" STORM DRAIN T __{J 75.4 HP 6. I• 74.9 TG 712 Fl- 8J l1 . . "" ,... 11"1298 PAD=15.0 f- I I BUILDING I ( SETBACK I LINE t R/W LOT LOT/ CODE 0265 265 0266 266 0261 261 0268 268 0269 269 0299 299 0300 300 0301 301 0302 302 12" MIN 1--------<r-. --c--.-- -cc-7 I ' . I I 1--------<1 I I FINISHED GRADE J---3/4" CRUSHED GRA l,f"L 1--t--MIRAFI 140 FILTER FABRIC f----il I RETAIN/NC WALL -----...J I I ,;:,c \ 2/3 H H (BY SEPARATE PERMIT) I I '» I \..-:-'.'e---;-7r0f-j--f--4• 0/A PERFORA TEO / Y,:: ABS OR ADS PIPE I I>,,, --~. ;..--:~ _ _J-----1.Lecc·c:.c· ~71 . . I ;\ I • I PLANNING AREA ADDRESS 3104 APAPHAHO PLACE 3108 APAPHAHO PLACE 3112 APAPHAHO PLACE 3116 APAPHAHO PLACE 3120 APAPHAHO PLACE 3121 ARAPAHO PLACE 3111 APAPHAHO PLACE 3113 APAPHAHO PLACE 3109 APAPHAHO PLACE \k,,.,,-----,-....,....,,,,.....,,.,..~L~,=,-· ~-~t=;::_:L__..1 s;.');y\ \' 'Yi/ cY'' \A\\:,,;'\,,. FOOTING 1· l!QJ[;_ DRAIN 4• PERFORATED PIPE C 1% MIN. DETAIL jf' -RETAINING l'/All DRAINAGE NOT TO SCALE NOTES: /. SE£ TYPICAL LOT ORA/NACE DETAIL ON SHEET 4. 2. SETBACKS SHOWN ARE MEASURED FROM BU/LO/NG FO/JNOA T!ON. J CONNECT 4• SUBORAIN TO 4• Pl,!;' DRAIN 9.1 LF (} 4.1%. 4. RETAINING WAll PER SORSO C-6 BY SEPARATE PERMIT PER 0/IC. 453-BA. INSTALL SU80RA/N PER DETAIL :.r THIS SHEEr FOR WALLS If/TH EXPOSED HDGHT > Jo; INSTALL PED. RAILING PER M-24 OR SIMILAR. 18 -PHASE 4 TABULATION PIAN I ENHANCED A.P.N. B4CKFlOW BU/LO/NG TYPE ELEV. PREVENTER FOOTPRINT AREA 2CR Ifs, M:ST SIDE 168-313-36 NO 1961 JBL NO 168-313-31 NO 1931 IXCl NO 168-373-38 NO 2430 JAL NO 168-313-39 NO 1952 2BL NO 168-313-40 NO 1962 JCR NO 168-313-69 NO 1935 JBR NO 168-313-70 NO 2430 JAR NO 168-313-11 NO 1952 1BR NO 168-313-72 NO 1962 LOT AREA 5121 5636 5814 5120 5625 5193 5265 5368 5269 LOT COVERAGE 38.4% 34.4% 41.8% 34.1% 34.9% 31.3% 46.2% 36.4% 31.2% ------------0303 303 3105 APAPHAHO PLACE JCL NO 168-313-73 NO 1935 4646 41.6% DATE BENCHMARK: DESCRIPTION: STANDARD M-10 Sll/EET CENTERLINE ~LL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINE[R's STA T!ON 454+92 PER R.S 1800-1 RECORD FROM: COUNrY BENCH LEvELS {NO. COUNTY '/£Rf CONTl/OL DA TA) ELEVATION: 68.419 DATUM: U.S.C. & C.S. NCVO 1929 0304 304 3101 APAPHAHO PLACE 2AR ;rs, WEST SIDE /68-313-14 NO 1964 5630 34.9% I SsET I CITY OF CARLSBAD I S1EsTS I ENGINEERING DEPARTMENT Pl?ECISE G/?ADING Pl.ANS FOi?.: c.o. 11-11 THE FOOTHILLS AT CARLSBAD S-3(-/5" ~--TC, I ;,\ A5-Ru11-r ROBERTSON RANCH PA 18 P.l/.0. 06-01./A 9/.JO/;I -re :0.. R(NtSe FINISflfiD F-if)ofL e/.£1/A-110/,/S '//fP/ft 6/M_ (I 11 II te..\)y' C.l (H-26 8/1/11 ~ REPLACES SHEET SIGNED 1 20 2010 loo·/ ,;,, I 5)1,,1 "J e,. II (c-.\1:" ', AP~ny i -JJl'L· GLEN K. VAN PESKI 5/10/10 AOOED SHEETS /(),,,/5 ·~ ~ , . _fl). 4/28/f() l'1\ AOOED SHEETS 8 & 9 E~elNEERING MANAGER' ·PE 41204 EXP. 3/31/13 DAE 4/01/09 &_ ADO SHEETS 8 & 9 DWN BY: PROJECT NO. DRAWING NO. DATE INlTIAL DATE INITIAL DATE INITIAL CHKD BY: ?.el3 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 04-26 453-88 G: \011014\1180AG09-CC4.dwg Aug 30, 2011 2: 46pm Xrefs: 1180ASTR; 1180AMAP; 11BOAUTL; 1180ATP; 1180-0114BSTR; 1180-0114BUTL; 1180AGRD; 1180AG ) 100611 ) I C (0 :E 0 G') ..... .i:::,. ~01 o,W I 00 OJ --~-- PLANNING AREA 18 LOT LOT/ AOORESS PLAN I COOE TYPE 0238 238 J158 GLEN A VENIJ£ IBR 02J9 2J9 J762 Cl.EN A VENUE JAR 0240 240 J766 Cl.EN A VENUE IXCR 0241 241 J770 GLEN A VENUE 2BR 0242 242 J174 GLEN A VENUE IXBR 0243 24J J778 GLEN A VENUE 2AR 0244 244 J782 Cl.EN A VENUE JC/. 0245 245 J781 Cl.EN A VENUE 2CR 0246 246 J777 Cl.EN A VENUE /AL 0247 247 J11J GLEN AVENUE JC/. 0248 248 J169 GLEN A VENUE 2AL 0249 249 J765 GLEN A VENUE JBL 0250 250 J761 Cl.EN A VENUE IXCL -0251 251 J159 GLEN A VENUE JCR 0252 252 J155 GLEN A VENIJE 2AR NOTE!! ELECTRONIC DA TA FILES ARE FOR R£FERENC£ ONL Y AND AR£ NOT TO BE VSEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2011 O'Day Consultants, Inc. PHASE 5 ENHANCED ELEV. In; IIFST SIDE NO NO NO NO NO In; EAST SIDE In; EAST SIDE NO NO NO NO NO NO NO NOTES: TABULATION /. SEE TYPICAL LOT l!RAINACE DETAIL ON SHEET 4. A.P.N. l68-J7l-56 /68-J71-57 168-J7l-58 /68-J71-59 168-J7l-60 l/i8-J1/-6/ 168-J71-62 /68-J71-6J 168-371-64- l68-J71-65 /68-J71-66 /68-J7J-20 /68-J7J-21 168-J13-22 /68-J1J-2J BACKFLOW BVILO/NG PREVENTER FOOTPRINT AREA NO 2451 NO 2180 NO 2451 NO 1976 NO 2451 NO 1976 NO 2180 NO 1976 NO 2451 NO 2180 rrs 1976 NO 2180 NO 2451 NO 2180 NO 1916 ~ ....... ~ ~ V) ~ V) LOT LOT AREA CO!m4GE 57JJ 427% 5JOO 41.1% 5J70 45.6% 5469 JS./% 5725 428% 5J89 J6.7% 5532 J9.4% 6656 29.7% 5118 47.9% 5412 4Q3% 5000 J9.5% 5000 43.6% 5029 48.7% 5062 43.1% 5009 J9.4% \~ 50 f\ \ t, I 19 I I , ., 0 / It 2 SETBACKS SHOWN ARE MEASUR[{) FROM BUILDING FOUNDA l/ON. J. INSTALL SUBDRAIN BDIIND WALL PER DETAIL :.t; SHEET 9. 4. CONNECT 4• STORM DRAIN. CORE AT CURB INLET. IE=i,;9 5. INSTALL HANDRAIL ON EACH SIDE OF WALKWAY (WHERE GREA lER lllAN 5%}. 4.28' 215 PAD=84.2 ----r1 L-----1 I I I L--- 48.77' SEE SHEET 12 I 1.99' 214 PAD=84.7 I I I ' .J L---- so.79' -eo- ' _1 ii~ I 1\ ~-/4:6--:?-"_s---, 76.8 TG 4,BJ1_Jo• "'1, I \ 1::, "' - - 32 J/+44.7 LP , (74.90 rs) 0 , w -- --1-+-" '"" [_N_O_r£_44:1_', (74. BO FL) I . . ' (7, 2!' M 11 I J \ ~ __, \s 253 -I PAD=78.0 l:l-_c\ 75LJ§_ 75.8 FL I . I 75.98 I 75:2s n i::: I ~/~1~ ~\ --'--::K---11 ~ Vl u-5 "'i \Q I "' GF=77.5 I 77.4 I 1G 252 11-i 1\. --. ~78.~ _j .2, 4 Pvt:' () /%' ----..i 5.0' I 181 I -i__ ---1 I t . I I --t---1 I, L--- ' =-.s FF=ll.# I J..---;r-4" Pvt:' (i .2' 5.0' '--1 -r _ I Ii::; L -5/J.o,li - 5.0' 76.4 HP • 76.4 TG :!; '5.5 FL "' ~\ ,~ ~ GF=77.J 213 PAD=85.2 1 ~ 1---7 _J 50.00· -r---7 278 I II PAD=73.5 11 1 I I L--~ --F-7 279 II 11 \ PAD=74.0 L--.J \ 1 \ I [ SEE SHEET 6 ---7 I I 280 I 1 I PAD=14.5 I ,1 J \ ~ l---'I r 0 ~ _/,".; DESIGNED BY: _T~.C~. __ DATE: ___AUG\JSL20)L · , / (/'tF<.k: '} DRAWN BY: G.M. SCALE: ,. = 20· / PROJECT MGR.· T.C. JOB NO.: 09-1270-03 "AS BUILT" ---;;;::' C& .£'/:zqi~ C O N S U L T l.-'1Nc_T_S __ f----------------1 :ivil Engineering Planning Processing Surveying ENGINEER OF WORK: EXP. IZ-3I-16 DATE I 1---7 281 1 1,PAD=14.9 1 ' I i I \ I ::l [ ~ i, I BENCHMARK; DESCRIPTION: STANDARD M-10 STREET CENTERLINE IWLL MONUMENT LOCATION: CENTERLINE nr cl. CAMINO REAL AT ENCINEER's STA770N 454+92 PER R.S 1800-1 I I RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA} \ I S\ 282 PAD=75.3 SEE SHEET 11 1 i, I PAD-78.7 Ff: 79 . .!T - .13"13.2' s.o· 1---7 I i 283 I 1 \PAD=75.2 --- L I I I SEE SHEET 7 284 PAD=77. 1 i \ I 20· ,o' SCALE: 1" = 20' I I 3J---t.,--BU~OING I I SETBACK LINE I \ I I I I I I I I I I \ I I I I I I I I I I I I I 40' l----l--i---------------l-----l----------l----l------l I SH1 EOET I CITY OF CARLSBAD SHEETS !=::::::~=:::::::E::::N:=Gl::::NE::E::::R::::IN:=:G:::::D::::EP:::::A::::R:::TM::E::::N:::::T==:.:::::::1:::5==: Al!OEl! SHEETS 8 &-9 G G MANAGER PE 41204 EXP. 3/31/ INITIAL ADDED SHEETS 6 &-7 OWN BY: ~~- DATE INITIAL DATE INITIAL CHKD BY: :ffth PROJECT NO. DRAWING NO. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760_-931-8680 ODayConsultonts.com TIMOTHY CARROLL DATE: 'i'M RCE: 55381 ELEVATION: 68. 4 79 l!A TUM: /J. S. C. &-G. S. NGVD 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 04-26 453-88 G: \011014\1180AG10-CC4.dwg Aug 30, 2011 2: 54pm Xrefs: 1180ASTR; llB0AUTl; 1180AMAP; 1180-0114BUTL; 1180-0114BSTR; 1180AG; 1180ATP; 1180AGRD 100611 / \ I ) C ~ :E CG') O.i::,. ..., u, ~ c..> (JI I 00 OJ ~ ~ ~ vi ~ vi \ 206 PA0=85.0 \ \ \ -\ I I I I _J__ l " ,CJ i I 4• PVC {TYP) L ---- 215 PAD=84.2 10.0· I ' \ ' • I L--~ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2011 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying ENGINEER or WORK: ~Ct;_ TIMOTHY CARROLL 84.02 F, DATE: AUGUST 2011 SCALE: 1 • = 20' JOB N0.· 09-1270-03 DATE: 'f/tl✓1 RCE: 55381 ! \ \ \ " ~.\ \ • \ \ • • \ !I +-t---_. 7. TC • 85.4 FL ~ .... \ \ \ I I I \ I I I I I I I I I I I • I \ • I \ \ \ \ \ • ' \ \ \ I \ \ I \ \ \ \ I \ \ I \ I ', \ I ----1-,f-"1 \ \ \ \ I \ L------\-------' \ \ I I I \ \ I \ I \ \ \ I \ I I 8514 Fl) I _ _.\..---, -~ I 243 I 1PA0=80.4 I -_J NOTES: 1. SEE TYPICAL LOT ORA/NACE 0£TAIL ON SHfT' 4. 2 SETBACKS SHOJ'rN AR£ M£ASUR£0 FRW BUILfl/NC FOUNOA TION. .J. INSTALL SUBORAIN BDIINO WALL P£R 0£TAIL '1; SHEET 9. I I I I I I I I I I I I R[T, i/NG :;j~BA PER ,WG. I I I I I I I I I I \ I ' I I ' ' I I I I I I I I 1 I I I I I I I I I I I I I I I I I I i I ! I I ! I i I \ I I I ! I I ! I 4. INSTALL HANDRAILS ON EACH SIDE OF WALKWAY (Mf[RE GREA T£R THAN 5%} 5. 11£ SUBORAIN TO 4" PVC W/Ttl T££. Fl = 84.'I "AS BUILT" ~ d~ RCE f'fJ8j___ EXP. /Z-Jl✓f(, DATE ~BY: (¼. J/1. q/!'j_/l~ R DATE DESCRIPTION: STANDARD M-10 STR££T C£NTERLIN£ WELL MONUMENT LOCATION: C£NTERLIN£ OF £L CAMINO REAL AT £NCINEER'S STATION 454+9;, PER R.S 1800-1 RECORD FROM: COUNTY BENCH L£1/cLS (NO. COUNTY 1/cRT. CONTROL DA TA) ELEVATION: 68.479 DA TUM: U.S.C. &: G.S. NCI/D 1929 I I \ ! I I I ! I I I I I 20· - -- -o· 10· 40' SCALE: 1 • = 20' LOT LOT I COO£ 0207 207 0208 208 0209 209 0210 210 0211 211 0212 212 0213 213 0214 214 PLANNING AREA 18 - ADDRESS PLAN I TYPE 3756 8£RC£N PEAK Pl 1XCR 3760 8£RC£N PEAK PL 28R 3764 8£RC£N PEAK PL JAL 3769 8£RC£N PEAK PL 2AR 3765 8£RC£N P£AK PL 38L 3761 8£RC£N PEAK PL 2CL 3757 8£RC£N P£AK PL /AR 3753 8£RC£N PEAK PL 3CL PHASE 6 TABULATION ENHANCED AP.N. BACKFLOW BU/1.l}/NG LOT LOT £LEV. PREVENTER FOOTPRINT AREA COVERAGE AREA lf'.5; M'ST S/0£ 168-371-44 NO 2451 5996 40.9% NO 168-371-45 NO 1976 5070 39.0% ITT; £AST S/0£ 168-371-46 NO 2180 5436 40.1% lf'.5; £AST S/0£ 168-371-47 NO 1976 6688 29.5% NO 168-371-48 NO 2180 5009 4.J.5% NO 168-371-49 NO 1976 5002 39.5% NO 168-371-50 NO 2451 5000 49.0% NO 168-371-51 NO 2180 5000 43.6% I SH1E1ET I CITY OF CARLSBAD I SHEETS I ~====~====~============================~=====~===1====~===~ ENGINEERING DEPARlMENT 15 A00£0 SHEETS 6 &: 7 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G\011014\11BOAG11-CC4.dwg Aug 30, 2011 2:56pm Xrefs: 1180ASTR; 1180AUTL; 11B0-01148UTL; 1180-0114BSTR; 1180AG; 1180ATP; 1180AGRD; 1180AMAP PHEC/SE GHADING PLANS FOH: C.O. 11-11 THE FOOTHILLS AT CARLSBAD /?OBEHTSON RANCH PA 18 P.U.D. 06-014.4 APPROVED: OWN BY:--~ CHKD BY· '2£°4 RVWD BY: PROJECT NO. C.T. 04-26 C.T. 04-26 DRAWING NO. 453-88 ) 10 0611 120611 ) I _ __,,~I-----r ~ NOTE!! £L£CTRON/C DA TA FILES ARE FOR REFERENCE ONL Y AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR V£RT!CAL SURVEY CONTROL ©2011 O'Day Consultants, Inc. SEE SHEET 14 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODayConsultont::i.com Civil Engineering Planning Processing Surveying DESIGNED BY: TC. DATE: AUGUST 2011 DRAWN BY: G.M. SCALE: 1 • = 20' PROJECT MGR.• T.C. JOB N0.· 09-1270-03 ENGINEER OF' WORK: -;;;::_Ct( DATE:~/ TIMOTHY CARROLL RCE: 5 381 "AS BUILT" ~0.// RCE 5',381 EXP /2-31-I?,_ R~ED BY: ¼ . 4.l-d~- INSPECTOR sl.21/.s-- DATE tf/i'llt~ DATE SEE SHEET 10 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE llfll MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68.419 DA TUM: /J.S.C. &-G.S. NGVD 1929 LOT LOT I COOE 0201 201 0202 202 0203 203 020.f. 20.f. 0205 205 0206 206 0215 215 0216 216 0211 211 0218 218 0219 219 HOA LOT MOW STRIP/'-./ BROW DITCH PER OWG. 453-BA RESIOENTIAL LOTS --~EW FENCE W/ CONCRETE BASE/ MOW STRIP PER ORA l'tfNG .f.53-8A SECTlON 'F-F' NO SCALE NOTES: !. SEE TYPICAL LOT DRAINAGE DETAIL ON SHEET .f.. 2 SETBACKS SHOWN ARE MEASURED FROM BUILDING FOUNDATION. o· 20· 10' 40' SCALE: 1" = 20' PLANNING AREA 1 B -PHASE 7 TABULA T/ON AOORESS PLAN I ENHANCED A.P.N. BACKFLOW BU/LO/NG LOT LOT TYPE ELEV. PREVENTFR FOOTPRINT AREA COVERAGE AREA 3126 BERGEN PEAK PL 2BL NO 168-311-38 YES 1916 5430 36 . .f.% 3130 BERGEN PEAK PL JAL NO /68-311-39 YES 2180 5562 39.2% 3134 BERGEN PEAK PL 2CL NO 168-371-40 YES 1916 5600 35.3% 3138 BERGEN PEAK PL /)(AL NO 168-311-41 NO 2451 5065 48.4% 3142 BERGEN PEAK PL JBL NO 168-311-42 NO 2180 5041 412% 3146 BERGEN PEAK PL /AL YE.5; EAST SIDE 168-311-43 NO 2451 6585 31.2% 3149 BERGEN PEAK PL /BL NO 168-311-52 NO 2430 5103 41.6% 3145 BERGEN PEAK PL 2AL YE.5; HEST SIDE 168-311-53 NO 1916 5041 39.1% 3141 BERGEN PEAK PL !CR YE.5; EAST SIDE 168-311-5.f. YES 2451 1020 34.9% 3131 BERGEN PEAK PL JBR NO 168-311-55 YES 2180 5469 39.9% 3133 BERGEN PEAK PL 2AR NO 168-313-01 NO 1916 5455 36.2% I s12T I CITY OF CARLSBAD I S1E5TS I ENGINEERING DEPARTMENT PH£C/S£ GliADING PLANS FOH: C.O. 11-11 THE FOOTHILLS AT CARLSBAD --IS s-Su11.,, H09£HTSON RANCH PA 18 P.11.0. 06-0UA ~-'!!2fc'f'+~'--------l~~,eey,~. IS~ ANtS//1,IJ ,::'l,O()f<. eu7VA77oNS $~ C.T. O.f.-26 REPLACES SHEET SIGNED 1-20-2010 ~=----+cffP'r.-+:ri"=~~'--+"R=r.:-P~..-1 ~A==P==P==R==ov=E===D=, ==,r;.===;==;==,,F=(l.=7'. =c=L==E=N=K=.=v=A=N=A==,c=s~KI 0 ADDED SHEETS /(),,,15 ~~=.,,Li..-i.,=;_~"c"c?-=-'--~~'---,.. /,4. 1 ADDED SHEETS 8 &-9 ENGINEERING PE 41204 EXP. 3/31/13 ---"'fo1AiE ADDED SHEETS 6 &-_1~-------+---+---+------<~--< DWN BY: __ _ DATE INITIAL DATE INITIAL CHKO BY: ~ OTHER APPROVAL CITY APPROVAL RVWJ BY: 4 '01. '09 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PROJECT NO. C.T. 04-26 DRAWING NO. 453-88 G:\011014\1180AG12-C·c~.dwg Aug So, 2011 2:57pm Xcefs, 1180AUTL: 1180AMAP; 1180-0114BUTL; 1180-01148STR; 1180AG; 1180ATP; 11BOAGRD; 1180ASTR ) 100611 120611 / C ~=E I\) G') ! O.i:,. .... CJ! ~w CJ! I 00 CJ - NOT£!! ELECTRONIC DA TA FILES AR£ FOR R£F£R£NC£ ONL Y AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. © 2011 O'Day Consultants, Inc. r----' 7 I I I I I I I I 228 PAD=84.9 r--~ 229 PAD=84.5 r-----7 ! I 230 PAD=83.6 ,---7 76 PAD=!24.6 318 6.2' H.0.A. I 18.25' 9Q92 Fl 23! , -__ 7 PAD=82.7 S££ SH££T 5 S££ SH££T 15 0 ~ ~ DESIGNED BY: _T,.,,.C~. __ CATE: AUGUST 2011 .. ·, / (/?<:.,,C '7 CRAWN BY: G.M. SCALE: 1' = 20' / PROJECT MGR.· T.C. JOB NO.: 09-1270-03 C O N S U L T ,,1eN_T_S __ f---------------1 27i O Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying ENGINEER Cf' VIORK: ~& TIMOTHY CARROLL DATE: RCE: "AS BUILT" ~Cd_ s/.vls- RCE 5'5']81 DATE . . INSPECTOR a. -1/t'lfas"_ DATE P.A. 17 77 PAD=!23.9 S££ SH££T 14 BENCHMARK: I I /I g0.6 HP DESCRIPTION: STANDARD M-10 STREET C£NTlRL/N£ WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT £NG/N££R's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL OA TA) ELEVATION: 68.479 OA TUM: U.S. C. & G.S. NGVO 1929 14.1' sil 5.4' NOTES: I I ~I -7 I L __ I. SE£ T'IPICAL LOT DRAINAGE DETAIL ON SHEET 4. l 20/ I PAD=BB.7 1 2. S£TBA CKS SHOIW AR£ M£ASIJR£0 Fl/OM BUILDING FOIJNOA l/ON. R/W I I I I I I -_j --'. R/W II, I o· 20· _ _J 219 PAD=89.4 I 234 I I L_ - 1 PAD=B0.6 1 f'~ _ _, LOT LOT I CODE 0195 195 0196 196 0197 197 0198 198 0199 199 0200 200 0220 220 0221 221 0222 222 0223 223 0224 224 0225 225 PLANNING AREA 18 - ADDRESS PLAN I TYPE 3702 BERGEN PEAK PL. JAR 1 3706 BERGEN PEAK PL. 2BL 3710 BERGEN PEAK PL. JCL 3714 BERGEN PEAK PL. 2AL 3718 BERGEN PEAK PL. JBL 3722 BERGEN PEAK PL. /CL 3729 BERGEN PEAK PL. IXBR 3725 BERGEN PEAK PL. JCR 3721 BERGEN PEAK PL. 2BR 3711 BERGEN PEAK PL. ICR JllJ BERGEN PEAK PL. JAR 3709 BERGEN PEAK PL. 2CL 10' 40' SCALE: 1' = 20' PHASE 8 TABULATION ENHANCED A.P.N. B4CKFLOW BU/LO/NG LOT LOT ELEV. PREVENTER FOOTPRINT AR£4 COim4GE AR£4 ITS, Hf'ST SID£ 168-371-32 NO 2180 5282 41.3% NO 168-371-JJ NO 1976 5114 38.6% NO 168-Jll-34 NO 2180 5226 41.7% NO 168-Jll-35 NO 1976 6368 Jl.0% NO 168-J71-J6 ITS 2180 5163 37.8% NO 168-Jll-Jl NO 2451 5400 45.4% NO 168-JlJ-02 NO 2451 5429 45.1% NO 168-JlJ-OJ ITS 2180 5455 40.0% NO 168-JlJ-04 ITS 1976 5003 39.5% NO 168-JlJ-05 NO 2451 5.J.15 45.9% NO 168-JlJ-06 NO 2180 5427 402% ITS, Hf'ST SID£ 168-JlJ-01 NO 1976 5082 38.9% S1HE3ET CITY OF CARLSBAD I SHEETS I ---+--------------+---+----+-----+-----, ENGINEERING DEPARlMENT 15 l-------le----+------------------le---l---.l-----1------< ADDED SHEETS /{),v/5 ADDEO SHEETS 8 & 9 ,f '07. '09 ADDEO SHEETS 6 tf 7 DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G: \011014 \1180AG13-CC4.dwg Aug 30, 2011 2: 58pm Xrefs: 1180ASTR; 11B0AUTL; 11 B0AMAP; 1180-0114B Ull; 1180-0114BSTR; 11 B0AG; 1180ATP; 11 B0AGRD; 0114RGRD PR£C/SE GRADING PL.ANS FOR: C.O. 11-11 THE FOOTHILLS AT CARLSBAO ROBERTSON RANCH PA 18 P.U.O. 06-014.4 APPROVED: DWN BY: __ _ CHKD BY: 5~ RVWD BY: PROJECT NO. C.T. 04-26 C.T. 04-26 DRAWING NO. 453-88 ) 100611 0 -:E WG') O.i::,. ..., 0, -w 0, I 00 OJ I NOT£!! - '~____.I 11 I 223 I I PAD=95.8 /w I I I r-J I I I 9.19' ..,.-,, I ' ' - -_J 259 PAD=83.0 ELECTRONIC DA TA ALES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2011 O'Day Consultants, Inc. SEE SHEET 13 I I --~71 '-----' I I I I 222 I 1 PAD=94. 6 :_ ---_J 50.80' QfESS/ t; ~ ~-~ _,._ ~z '-' C, ~ NO. 55381 SJ * * u'"1,>, CJVI~ (,;.~..,_ < or CALl<Cl SEE SHEET 8 J"~ f;..._ ~ DESIGNED BY: _Th\,C~. __ DATE: AUGUST 2011 v/ (.,/'&""~ '], DRAWN BY: G.M. SCALE: 1" = 20' / PROJECT MGR.• T.C. JOB NO.: 09-1270-03 C O N S U L T , ,,.N'----T-S--1-----------------l 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Fngineering Planning Processing Surveying ENGINEER OF WORK: ---TIMOTHY CARROLL DATE: ',1/4 RCE: 55381 "AS BUILT" ~Gt RCE £!'${? I EXP 12-Jt -!{,_ ED BY: ~J_d~-ft4"V=--,..;. - TOR SEE SHEET 12 DATE SEE SHEET 6 BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENCINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 68.479 DATUM: U.S.C. & C.S. NCVD 1929 .__ I I I I I I -_I I I M I L __ .J 252 ...-PAD=17.5 r I I I NOTES: /. SEE TYPICAL LOT ORA/NACE DETAIL ON SHEET 4. 2 SETBACKS SHOWN ARE MEASURED FROM BUILD/NC FOUNDA 710N. J. INSTALL SUBDRAIN BEHIND WALL PER DETAIL ,f; SHEET 9. FOR WALLS l'rlTH EXPOSED HDCHT > J: INSTALL PED. RAil/NC PER M-24 OR SIMILAR. 4. SLEE'.£ 4' Pvt:' SCHEDULE 40 THROUGH RETAIN/NC WALL FOR SUBDRAIN OUTLET, Fl = 79.0 AT LOT 236 AND Fl = 78.5 AT LOT 231. INSTALL 4' SOI.ID Pvt:' FROM WALL TO CATCH BASIN. o· 20· 1 o· 40• SCALE: 1' = 20' 0256 256 3739 GLEN AvENUE /AR lf'5; EAST SIDE 168-373-27 lf'S 2451 5389 45.5% 0257 257 3735 GLEN A vENUE JAR NO 168-373-28 lf'S 2180 5000 43. 6% 025.8 25.8 3731 GLEN AvENUE 2CR NO 168-373-29 NO 1976 5098 38.8% S1HE4ET CITY OF CARLSBAD I SHEETS I 1-----+----+--------------1---+----+--1-------J ENGINEERING DEPARlMENT 15 l----l~--+----------------11------+---l-------+---j I ,-11-15 re, l_s!>iJa/11 J7:., 8.///11 5//0//0 4/07/09 DA TE INITIAL ENGINEER OF WORK ;,,\ Af. /1[//lT' I~ R£N1-=,rr;r~p,=-1N,:---:Zcc'Sl/ccli'.ccl):-::F.cc-UJO(e.-::c-e:zg:-:--:::-VA;:::-'fl,-0N-~-::---t-l/_,.:! fr-1,'Pf II ~ ll II /I 1'-Vi" &,. REPLACES SHEET SIGNED 7-20-2010 9/1;,!// $1'& c h ~Ill (:;/Vl_ ADDED SHEETS /IJ,,,/5 ADDED SHEETS 8 & 9 1 ADDED SHEETS 6 &-7 DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\011014\1180AG14-CC4.dwg Aug 30, 2011 2:58pm Xrefs: 1180ASTR; 1180AUTL; 1180AMAP; 1180-0114BUTL; 118D-0114BSTR; 118DAG; 1180ATP; 1180AGRD PH£C/S£ CHAD/NG PLANS FOH: C.D. 11-11 THE FOOTHILLS AT CARLSBAD H08£HTSON HANCH PA 18 P./1.D. 06-014A C.T. {),f.-26 APPROVED: //~ -._/ --,/.,, ~LEN K. VAN PESKI HJ t,,, £ ~ g /)4/11 ENGINEERING l,ANAGER PE 41204 EX. 3/31/13 DATE, OWN BY:~~- CHKD BY: ,stZ(3 RVWD BY: PROJECT NO. C.T. 04-26 D"AWING NO. 453-88 100611 \ ) C .... :E .i::,.c;, 0 .i::,. -0, .... w 0, I 00 CD j I -,,_} "--/ I I I I I I I I '/ • NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. © 2011 O'Doy Consultants, Inc. 0--. /<r...6i __ ·._.-_•_•_.; •z ____ DESIGNED BY:_Ti.;.C,,___ DATE: AUGUST 2011 (/'(¥',,_-!"• DRAWN BY: G.M. SCALE: 1" = 20' PROJECT MGR.• T.C. JOB NO.: 09-1270-0J C O N S U L T ~-N T S f------------------1 2710 Loker Avenue West Suite 100 Carlsbad, California 9201 0 760-931-7700 Fox: 760-931-8680 ODayConsultants.com · Civil Engineering Planning Processing Surveying ENGINEER Or WORK: ~ TIMOTHY CARROLL SEE SHEET 13 SEE SHEET 9 "AS BUILT" BENCHMARK: ~ Cl! duh-DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RCE 5J'J8 i EXP. /"Z-Ji-/?, DATE RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) REVlytD BY: t?t, ~j_tf.%: INSPECTOR ELEVATION: 68.-179 DA TUM: /J.SC &: G.S NGIAJ 1929 n '( 3-31-15 re.. 9 J'o II TIO. 5 10 70 of '28 /0 of Ul. U9 DATE INITIAL ENGINEER OF WORK - V i I I PLANNING AREA LOT LOT/ CODE 0226 e 226 I-0230 230 0259 " 0260 259 260 0261 261 0262 262 0263 263 0264 264 ADDRESS 3110 GLEN A VENUE 3726 GLEN A VENUE 3727 GLEN A VENUE 3723 GLEN A VENUE 3719 GLEN A VENUE 3715 GLEN A VENUE 3711 GLEN A VENUE 3707 GLEN AVENUE AS-su11.,-( REPLACES SHEET SIGNED 7-20-2010 ADDED SHEETS 10~15 ADDED SHEETS 8 &: 9 ADDED SHEETS 6 &: 7 REV:'.:.ION DESCRIPTION G: \011014 \1180AG15-CC4.dwg Aug 36~011 2: 59pm NOTES: /. SEE TYPICAL LOT DRAINAGE DETAIL ON SHITT 4. 2 SETBACKS SHOWN ARE MEASURED FRO/J BUILDING FO/JNDA TION. o· 20· --::··. I 10' 40' SCALE: 1 • = 20' 18 -PHASE 10 TABULATION PLAN I ENHANCED ELEV. TYPE /CR ITS. HITT SIDE 2AL NO 3CR NO IXBR NO 2CR NO 3BL NO 2CR NO /AL YE Hf"ST SIDE DATE INITIAL DATE INITIAL OTI-ER APPROVAL CITY APPROVAL A.P.N. B4CKFLOW BU/LO/NG LOT LOT PREVENTER FOOTPRINT ARD! COVERAGE ARD! 168-373-08 NO 2451 6030 40.6% 168-373-12 NO 1976 6939 28.5% 168-373-30 NO 2180 5467 39.9% 168-373-31 NO 2451 5285 46.4% 168-373-32 NO 1976 5000 39.5% 168-373-33 NO 2180 5000 416% 168-373-34 NO 1976 5000 39.5% 168-373-35 NO 2451 5000 49.0% CITY OF CARLSBAD / 515T I ENGINEERING DEPARlMENT I S1ESTS I PHEC/S£ GliADING Pl.ANS FOi?: C.D. 11-11 THE FOOTHILLS AT CARLSBAD HOBEHTSON HANCH PA 18 P.11.0. 06-0UA DWN BY: __ _ CHKD BY·~ RVWD BY: PROJECT NO. C.T. 04-26 c.r. <N--26 DRAWING NO. 453-88 Xrefs: 1180ASTR; 1180AUTL: 1180AMAP; 1180AG; 1180AlP; 1180AGRO; 1180-01148STR: 1180-01148Ull: 0114RGRO / 100611 \ I ) I C -:E 0, G') O.i::,. -+, 0, -w 0, I 00 OJ