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HomeMy WebLinkAboutDWG 453-8D; CT 04-26; ROBERTSON RANCH PA 17; 01-13GRADING NO TES (IN AOOITION TO fHE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COO£) /. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD RECAROINC CRAOINC SHOWN ON THIS SET OF PLANS. PRECISE GRADING PLAN PALO VERDE WORK TO BE DONE THE GRAD/NC WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRAD/NC, ORA/NACE FACILITIES, EROSION CON/RO/ FACIL/f/ES, PlANf/NC OF PERMANENT LANDSCAPING, PREPARATION OF AS-BUILT CRAO/NC PLANS ANO AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS Sl!OIIN OR REQUIRED ON THIS SET OF PLANS AND ff!E lYTY STANOAROS, SPECIF/CATIONS, REOUIREMENTS, RESOLUTIONS ANO ORDINANCES CITEO Tl/£ CRAO/NC WORK Sf/All BE PERFORMED IN ACCORDANCE WITH THE FOLLOMNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECTEO BY ff/£ CITY ENC/NEER, ON Tl/ESE PLANS. 2. APPROVAL OF ff/IS PLAN OOES NOT LESSEN OR WAIVE ANY PORTION OF ll!E CARLSBAD MUNICIPAL COOE, RESOLUI/ON OF CONOITIONAL APPROVAL, CITY STANOAROS OR OTHER AOOITIONAL DOCUMENTS L/STEO HEREON AS THEY MAY PERTAIN TO fl/IS PROJECT. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL REVISE IHESE PLANS MIEN NON-CONFORMANCE IS 0/SCOVEREO. J. CITY APPROVAL OF PLANS OOES NOT REUEVE THE DEVELOPER OR ENC/NEER-OF-WORK FROM RESPONSIBILITY FOR ff!E CORRECTION OF ERRORS ANO OMISSIONS 0/SCOVEREO OUR/NC CONSIRUCIION. ALL PLAN REVISIONS Sf/ALL BE PROMP!l Y SUBMITTED TO ll/E CITY ENC/NEER FOR APPROVAL. THE FOOTHILLS AT CARLSBAD ROBERTSON RANCH PA 17 I. 2. J. 4. CARLSBAD MUNICIPAL COO[ CITY OF CARLSBAD ENC/NEER/NC STANDARDS THIS SET OF PLANS PLANNING COMMISSIONS RESOLUTION NO'S. 6J4J THRU 6J46 & J40I &: CITY COUNCIL RESOLUI/ON NO. 2007-290 4. A R/Cf/T-OF-WAY PERMIT FROM THE CITY ENC/NEER lrlLL BE REQUIRED FOR ANY WORK IN ff/E PUBLIC R/Cf!T OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS l'IELL AS A00/1/0NAL INSURED ENDORSEMENT MUST BE FILED NAM/NC TIIE CITY OF CARLSBAD AS AN AOO/T/ONAL INSURED ON ff/E PERMITTEE'S POLICY IN TIIE MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. ff/E INSURANCE COMPANY lrf/lTINC ff/E POUCY MUST I/AVE ARAI/NC OF "A • OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABUSHEO BY "BESTS" KEY RAT/NC CU/0£ 5. UNLESS EXEMPTED BY SECI/ON JOl.{b)5 OF Tf/E UNIFORM BU/LO/NC COOE, RETAIN/NC WALLS OUTS/OE OF PUBUC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM Tf/E BUl/0/NC DEPARTMENT. 6. NO WORK Sf/ALL BE COMMENCED UNI/L All PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO 0/HER APPROPRIA fE AGENCIES. l APPROVAL OF ff/ESE PLANS BY THE CITY ENC/NEER OOES NOT AUTIIORIZE ANY WORK OR GRAD/NC TO BE PERFORMED UNTIL Tf/E PROPERTY OWNER'S PERMISSION I/AS BEEN OBTAINED ANO A VALIO CRAOINC PERM/f I/AS BEEN ISSUED. 8. NO REVISIONS lrlLL BE MAOE TO THESE PLANS irJTf/OUT Tf/E lrfl/TTEN APPROVAL OF ll/E CITY ENC/NEER, NOIEO lrlTH/N THE REVISION BLOCK, ON ff/E APPROPRIATE SHEET OF ff!E PLANS ANO Tf/E I/TIE SHEET. 9 ORIGINAL ORAlrlNCS SHALL BECOME ff/E PROPERTY OF TIIE CITY UPON BEING S/CNEO BY ff/£ Cl TY ENC/NEER. 10. /HE ORIGINAL ORAlrlNC Sf/ALL BE REV/SEO ro REFLECT AS-BUILT CON0/1/0NS BY THE ENGINEER-OF-WORK PRIOR ro FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINEO ro ff/£ PROJECT SI TE AT ALL TIMES OUR/NC CONSTRUCTION. 12 WERE TRENCHES ARE irlff!/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, Sf/ALL BE SUBM/ffEO BY A PROFESSIONAL ENC/NEER OF ff!E STATE OF CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN ff/E FIE/0 OF APPLIED SOILS MECHANICS. THE SOILS REPORT lrlLL BE SUBMITTED TO ff/E Cl fY ENC/NEERING IN SPEC TOR lrl ff/IN TWO WORKING OA YS OF THE COMPLETION OF FIELD fESTS. /J. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENOAI/ONS OUTUNEO IN ll/E SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUl/0/NC PERM! r ALL CONTROLLED CR AO/NC SHALL BE OONE UNOER ff/E DIRECTION OF A PROFESSIONAL ENGINEER OF ff/E SfAfE OF CAUFORNIA PR/NC/PALLY 00/NC BUSINESS IN THE FIELO OF APPUEO SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONS!RUC!EO IN ACCORDANCE lrlffl THE CITY OF CARLSBAD STANOARO SPECIFICATIONS ANO THE "EARll!WORK SPECIFICATIONS" ATTACHED TO fl!E PRELIMINARY SOILS INVESl!CAl!ON. OAILY FIELD COMPACTION REPORTS lrlLL BE SUBMITTED TO ff!E PROJECT INSPECTOR. 14. A PRECONSTRUCf/ON MEET/NC SI/ALL BE l!E/0 AT THE SITE PRIOR TO Tf/E BEGINNING OF WORK ANO Sf/ALL BE AT!ENOEO BY All REPRESENTAI/VES RESPONSIBLE FOR CONS/RUCTION. INSPECTION. SUPERVISION. TESI/NC ANO ALL OTHER ASPEC!S OF !HE WORK. THE CONTRACTOR SI/ALL REQUEST A PRECONSTRUCTION MEETING BY CALUNC ff/[ INSPECTION LINE AT (160) 4J8-JB9I Af LEAST FIVE(5) WORK/NC OAYS PRIOR TO S!ARI/NC CONSTRUCI/ON. 11/E CONTRACTOR lrlLL ff/EN BE CONTACIEO BY THE PROJECT INSPECTOR TO COORDINATE A OAT[ ANO TIME FOR Tl!E PRECONSIRUCl!ON MEE/INC. APPROVED ORAlrlNCS MUST BE AVAILABLE PRIOR TO SCHEOUUNC. THE GRAD/NC PERMIT WILL BE PROVIOEO BY ff/[ PROJECT INSPECTOR A f THE M[[f/NC. 15 ALL INSPECTION REOUES!S Off/ER THAN FOR PRECONSTRUCTION MEETING WILL BE MAO£ BY CALL/NC THE ENC/NEERING 24-1/0UR INSPECTION REQUEST LINE AT f760)4J8-J89I. INSPECTION REQUEST MUST BE RECEIVED PRIOR ro 2:00 P.M. ON ff/£ OAY BEFORE ff/£ INSPECTION IS NEEOEO. INSPECIIONS WILL BE MAO£ THE NEXT WORK OAY UNLESS YOU REQUEST Oll/ERlrlSE REQUESTS MAO£ AF/ER 2.·00 P.M. WILL BE SCf/EOULEO FOR TWO FULL WORK DAYS LATER. /6. fl/£ OWNER ANO/OR APPL/CAN! THROIJCH Tl/£ DEVELOPER ANO/OR CONTRAC!OR Sf/ALL OESICN. CONSTRUCf ANO MAINTAIN ALL SAFETY OEVICES, INCLUDING SI/OR/NC, ANO SI/ALL BE SO/ELY RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL, STATE ANO FEOERAl SAFE!Y ANO HEALTH S!ANOARDS, LAW'i AND REGULATIONS. fl Tl/£ CONIRACTOR SHALL CONFORM ro LABOR COO£ SECTION 6705 BY SUBMIT/INC A OETA!L PIAN TO Tl/£ CITY ENGINEER ANO/OR CONCERNED AGENCY Sf/OlrlNC THE OESICN OF SI/OR/NC, BRACING SLOP/NC OR Off/ER PROVISIONS TO BE MAOE OF WORKER PROTECTION FROM ff/[ HAZARD OF CA VINO CROUNO OUR/NC Tf/E EXCA VA f/ON OF SUCH TRENCH OR TRENCHES OR OUR/NC 11/E PIPE INS!ALLAI/ON ff/EREIN. THIS PIAN MUST BE PREPARED FOR ALL TR[NCl![S FIVE FEE! (5') OR MORE IN OEP/f/ ANO APPROVED BY Tf!E CITY ENC/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF 11/E PLAN VARIES FROM 11/E SI/OR/NC SYSfEM STANDARDS ESTABLISHED BY Tf/E CONSTRUCTION SAFETY OROERS. TITIE 8 CALIFORNIA AOMINIS!RATIVE COO£. Tf/E PLAN Sf/ALL BE PREPARED BY A REC/STEREO ENC/NEER Af ff/£ CONTRACTORS EXPENSE. A COPY OF fl/£ OSI/A EXCAVATION PERM/! MUST BE SUBMITTED ro ff!E INSPECTOR PRIOR TO EXCA VA /ION. 18. NO BLASI/NC Sf/ALL BE PERFORMED UNI/L A VAL/0 BLAST/NC PERMIT I/AS BEEN OBTAINED FROM Tf/[ Cl fY OF CARLSBAD. SUBMI r APPL/CATION FOR BLASI/NC PERM/f WELL IN AO VANCE OF ff/£ SCl!EOULINC OF BLAST/NC OPERATIONS. 19 IF ANY ARCl!AEOLOC/CAl OR PALEOLOC!CAL RESOURCES AR[ 0/SCOVEREO W/Tf/lN ANY WORK AREA OUR/NC CONSIRUCI/ON, OPERATIONS lrlLL CEASE IMMEOIATELY ANO ff/£ PERM!TTEE i'IILL NOTIFY THE Cl!Y ENC/NEER. OPERAI/ONS lrlll NOT RESTART UNTIL ff/£ PERMITTEE I/AS RECEIVED /If/IT/EN AUT/-IOR/TY FROM Tl!E ClfY ENGINEER ro 00 so. 20. ALL OPERATIONS CONOUCTEO ON fl!E SITE OR ADJACENT THERETO, INCLUOINC WARMING UP, REPAIR, ARRIVAL, DEPARTURE QR OPERA/ION OF TRUCKS, [ARff/MOVINC EQUIPMENT, CONSTRUCTION EQUIPMENf ANO ANY OTf/ER ASSOCIATED CRAO/NC EOU/PMENT SI/ALL BE LIM/TEO TO ff/E PER/00 BEfl'IEEN l·OO A.M. ANO 6.·00 P.M. EACH OAY, MONOAY II/RU FRIOAY ANO NO EAR/I/MOVING OR CRAOINC OPERAI/ONS SI/ALL BE CONOUCTEO ON l'IEEKENOS OR HOLIDAYS. (A LIST OF CIIY HOLIDAYS IS AVAi/ABiE AT THE ENC/NEER/NC OEPARIMEN! COUNIER.} 21. ALL OFF SITE HAUi ROUIES SI/ALL BE SUBM/TTEO BY ff/[ CONTRAC!OR TO THE CITY ENC/NEER FOR APPROVAL TWO FULL WORK/NC OA YS PRIOR TO BEGINNING OF WORK. 22 IMPORT MAfERIAL Sf/All BE OB!AINEO FROM, ANO WASTE MATERIAL Sf/ALL BE OEPOS/fEO AT, A SI!£ APPROVED BY ff/E ClfY ENC/NEER. ff![ CON/RAC/OR Sf/ALL BE RESPONSIBLE FOR ANY OEBRIS OR OAMACE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESUL f OF 1/-/E GR AO/NC OPERATION. 2 J. BRUS!/ SI/All BE REMO VEO ONL Y lrl II/IN fl!E AREA TO BE CRAOEO. NO TREES ARE TO BE REMO VEO UNLESS SPECIF/CALL Y NO TEO ON THE PLAN. 24. ALL AREAS Sf/All BE CRAOEO ro ORAIN. CRAOINC RESUL I/NC IN Tl/£ PONDING OF WA fER IS NO! PERM/f/EO. ALL EARii/EN SWALES ANO 0/TCHES Sf/ALL HAVE A MINIMUM ONE P[RC[NT SLOPE 25. Tf/[SE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CON fROl PLANS. EROSION CONTROL Sf/ALL BE AS SI/OWN AND AS APPROVED BY ff/[ CITY ENC/NEER OR AS DIRECTEO BY fl/£ PROJECf INSPECTOR. 26. ALL SLOPES Sf/ALL BE TRIMMED TQ A FIN/SI! CRAOE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. fl/£ SITE SI/ALL BE LEFT IN A NEAT AND OROERl Y CONDITION. ALL STONES, ROOTS OR OTHER OEBR!S Sf/All BE REMOVED ANO OISPOSEO OF AT A Sil[ APPROVED OF BY Tl/£ CITY ENGINEER. 27. ALL SLOPES Sf/ALL BE /RR/CA/ED, SfABILIZED, PLANTED ANO/OR f/YOROSEEOEO Wlff/lN TEN (10) OA YS OF ff/E TIME I'll/EN EACH SLOPE IS BROUGHT TO CRAOE AS SI/OWN ON THE APPRQVEO CRAOINC PLANS. NOTE!/ ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. 28. LANDSCAPING Sf/ALL B[ ACCOMPL/Sf!EO ON ALL SLOPES ANO PAOS AS R[QUIR[O BY fl![ CITY OF CARLSBAD LANDSCAPE MANUAL, ff/£ lANOSCAP/NC PLANS FOR fl/IS PROJECT, ORAlrlNC NO. 474-4L, ANO/OR AS 0/R[CIED BY Tl/£ ClfY ENGINEER OR CITY PLANNER. 29. THE OWNER/APPLICANT SHALL INSURE fl/AT ALL CONTRACTORS SI/ALL COOROINATE ff/£ WORK OF Tf/ESE GRAO!NC PLANS WITH /HAT SI/OWN ON BOif/ 11/E LANDSCAPE ANO /RR/CAI/ON PLANS AND II/£ IMPROVEMENT PLANS AS REOU!RED FOR fl/IS WORK IN ACCORDANCE W/Tfl fl/£ LANDSCAPE MANUAL TIME REQUIREMENTS. JO. SfORM DRAIN PIPE Sf/ALL BE REINFORCED CONCREIE PIPE WI/fl A MINIMUM 0-lOAD OF l,J50. FOR PRIVATE S!ORM ORAIN PIPES, UP TO 15' PVC MAY BE Uf/LIZEO PROV/0£0 OEPll/ IS LESS Tl/AN 15 FEET AND BACKFILLED lrlTH J/4" ROCK PER SORSO S-4 fYPE 'C' AND PIPE MEETS ASTM STANOARO JOJ4 FOR SOR J5 SOLID WALL PIPE JI. I'll/ERE AN EX/Sf/NC PIPE LINE IS TO BE ABANOONEO AS A RESUl T OF ff/[ GRAOINC OPERATION. IT SI/ALL BE REMOVED lrlff/lN IWENIY FEE! OF BU//0/NC OR SIREET AREAS ANO REPLACED lrlffl PROPERLY COMPACIEO SOILS. IN Off/ER AREAS Tl!E PIPE lrlLL BE PLUCCEO lrlffl CONCRETE OR REMOVED AS APPROVED BY THE CITY ENC/NEER. J2. Tf/E CONTRACTOR SI/All VERIFY ff/£ LOCATION OF ALL EX/Sf/NC FAC!Llf!ES (ABOVECROUNO ANO UNOER CROUNO} irlfl!IN Tl!E PROJECT SI/£ SUFFICIENTLY AHEAD OF CRAO!NC TO PERMIT Tf/E REVISION OF ff/[ CRAOINC PLANS IF If IS FOUNO II/AT ff/E ACTUAL LOCATIONS ARE IN CONFL/C f WI ff/ THE PROPOSED WORK. JJ. ff/E CONfRACfOR SHALL NOTIFY AFFECTED Uf/L/fY COMPANIES (SE£ BELOW) AT /[AST 2 FULL WORK/NC OAYS PRIOR TO STARI/NC CRAOINC NEAR ff/£/R FACIUTIES ANO SI/ALL COOROINATE Tl/£ WORK W/Tfl A COMPANY REPRESENTATIVE. UNDERCROUNO SERVICE AlERT SDC&E AT&:T SBC TIME WARNER CABLE COX COMMUN/CA f/ONS ClfY OF CARLSBAD (STREETS&: STORM ORAIN} ClfY OF CARLSBAD (SEl'IER, WATER &: RECYCLED WATER) BUENA SANITATION 0/SfRICT OLIVENl!AIN MUNICIPAi WA !ER 0/SfR!CT lEUCAOIA WASTEWATER 0/SfRICT J4. PERM! f COMPLIANCE REQUIREMENTS.· (800) 422-4/JJ (800) 660-7343. (800} 892-0/23. (800) 892-0123. (160) 4J8-714/ (760) 806-9809 (160) 43.4-2980 (160) 438-2722 (760) 726-13.40 (x/J14) (160) 753-6466 (160) 753.-0155 A. FOR CON IROLLEO CRAOINC -ff/£ APPUCAN f HIRES A CIVIL [NC/NEER, SOILS ENC/NEER, AND/OR CEO/OCIST TO GIVE TECHNICAL AOYICE, OBSERVE ANO CONIROL Tl/£ WORK IN PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL COO£. 8. PRIOR ro FINAL APPROVAL OF A CRAO!NC PERMIT -Tfl[ FOLLOW/NC R[POR!S MUS! BE SUBM!fTEO TO ff/£ CITY ENC/NEER VIA THE PROJECr INSPEC!OR 15.16./20 A.10 CARLSBAD MUNICIPAL COO£· (I) FINAL REPORT BY SUPERVISING CRAO/NC ENGINEER STAI/NC ALL GRADING IS COUPLE!£ ALL EROSION CONTROi, SLOPE PLANT/NC ANO !RR/CATION ARE INSTALLED IN CONFORMANCE WIT!/ CITY COOEANO ff/E APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE lEfTER FROM I CITY ENGINEER/NC OEPARIMENT). (2) AS-BUil f GRAOINC PLAN. (J) REPORf FROM ff/£ SOILS ENGINEER, 1'11//CI! INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STA fEMENT AS TO ff/[ EXPANSIVE QUALITY OF fl![ SOil, ANO SUMMARIES OF F/ELO ANO LABORATORY TESTS. ff/E REPORT SI/ALL ALSO INCLUDE A STATEMENT BY 11/E SOILS ENC/NEER II/AT !HE CRAO/NC WAS OONE IN ACCORDANCE lrlffl THE REQUIREMENTS AND RECOMMENDATIONS OUTUNEO IN Tf/E PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS Tf!ERETO. (4) REPORT WI/fl AS-BUil! CEOLOCIC PLAN, IF REQUIRED BY ff/£ ClfY. J5. UNLESS A CRAOINC PERMIT FOR ff/IS PRQJECf IS ISSUEO WITHIN ONE (I) YEAR AFTER ff/E CITY ENGINEER'S APPROVAL, fl/ESE PLANS MAY BE REQUIRED ro BE RESUBM/TfEO FOR PlANCl!ECK. PLANCf!ECK FEES WILL BE REOUIREO FOR ANY SUCH RECHECK. HIGHWAY· la SITE NOT TO SCALE Civil Engineering Planning Processing Surveying PACIFIC OCEAN CITY OF ENCINITAS .. ...n.. .. J VICINllY MAP NO SCALE DESIGNED BY: A.B .• J.E., L.S. DATE: JANUARY 2013 DRAWN BY: G.M .• J.S., LS. SCALE: AS SHOWN PROJECT MGR., T.C. JOB NO.: 11-0193 ENGINEER or WORK: -~ CA DATE:<),~~6 SOURCE OF TOPOGRAPHY EXISTING !OPOCRAPl!Y SI/OWN IS BASEO ON GRADING PLAN owe. NO. 453-BA. REFERENCE DRAWINGS owe. J90-9A CALA VERA HILLS Pl/ASE II GRAD/NC PLANS owe. J90-9 COLLEGE BLVO. & CANNON RO. IMPROVEMENT PLANS owe. 4JJ-6 ROBERTSON RANCH EAST VILLAGE IMPROVEMENT PLANS owe. 4JJ-6A ROBERTSON RANCH EAST VILLAGE GRAOINC PLANS owe,: 45J-8 ROBERTSON RANCH PA 16, 17 &: 18 IMPROVEMENf PLANS owe. 45J-8A ROBER !SON RANCH PA 16, 17 & 18 CRAO/NC PLANS HYDROLOGY/HYDRAULIC REPORT ' A 1/YORAULIC REPORf WAS PREPARED BY OVAY CONSULTANTS, ON JAN. 15, 2008 TIT/£0 "ORA/NACE ST/JOY FOR ROBERTSON RANCH [AST VILLAGE-PA 16, fl&: ta: er 04-26. PROJECT LOCATION ASSESSOR'S PARCEL NO. /63 J,,2 12 2C SEE BELOUJ Tl!E CALIFORNIA COOROINA fE INOEX OF fl/IS PROJECT IS N 2000 E 6240 LEGAL DESCRIPTION LOTS 100-108 OF MAP 15682, CARLSBAD TRACT NO. 04-26, ROBER!SON RANCH [AST VILLAGE. FILEO IN fl/£ OFFICE OF fl/£ COUNIY RECORDER OF SAN 0/ECO COUN!Y ON APRIL II, 2008. AND LoTs l·f\ 04-99, 109-11b, 119-10~ AND 190-194 APN ibB· ~70·01 TO 28, 4q TO lo~, 77 TO 81. 7r.B-371·01 TO 31 lloB· 372-12 TO 2B 165·372·53 TO G2 BENCHMARK SOILS ENGINEER's CERTIFICATE /, _Nl_\l.f\E..'oLJ,.IJ.h..1(LL T (REPRESENT/NC CEOSOI/S, INC.}, A REC/STEREO CIVIL ENC/NEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NC BUSINESS IN THE FIELO OF APPLIED SOILS MECHANICS, HEREBY CERTIFY, AS DEFINED BY CALIFORNIA BUSINESS ANO PROFESSIONS COOE, 0/VIS/ON J, Cf/AP/ER 7, ARI/CLE J, SECTION 67J5.5, THAT A SAMPLING ANO STUDY OF ff/E SOil CONOIT/ONS PREVALENT /flffl/N ffl/S SlfE WAS MAO£ BY CEOSO/lS, INC. BE/WEEN !HE OAIES OF 5£PT€118(R, 2/}()8 A/If> 41/G /JST, 20/0. TWO COPIES OF ff/£ SOILS REPORf CQl,IP/LED FRQl,I Tl/IS STUDY, WIT!/ MY RECOMMENOAT/ONS, I/AS BEEN SUBM/f!EO TO ff/[ OFFICE OF THE CITY ENC/NEER. /,.,:.·c-: .. ,.· _ /_/ "). . -· -''I'," ". jJ /; ·t;1·'·,1,r;, , cii_;:,::< c; · -h ,~~:., 'V:. ~~ SICNEO: ,/D,ff} 1 i'"'¥' '" foe / ~ "'f t:o. GF2320 ~ !ti DA!£· G--/jr/) / {l "!,'•/);Jf=,,_f/.. * C.E. UCENSE EXP/RA /ION OA TE.- ~ OrECH't'i\C. ~"'<" ,..,,--=:::.--~ ' OF CALl<O DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE ff/AT I AM THE ENGINEER OF WORK FOR ff/IS PROJECf, Tl/A f I I/A VE EXERCISED RESPONSIBLE Cf/ARCE OVER ff/£ OES/CN OF fl/£ PROJECT AS OEFINEO IN SECTION 610J OF Tl/£ BUSINESS ANO PROFESSIONS CODE, ANO fl/AT ff!E OES!CN IS CONSISTENT lrlff/ CURRENT STANOAROS. I UNOERS!ANO THAT THE CHECK OF PROJECT ORAWINCS ANO SPECIF/CATIONS BY ff/[ Cl TY OF CARI SBAO OOES NOT RELIEVE ME, AS ENC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 0£S/CN. OVA Y CONSUL !AN IS, INC. 2710 LOKER A VENUE l'IESf, SU/fE 100 CARLSBAD, CALIFORNIA 92010-lJ/7 (160} 9Jl-7700 ~ C-dJ_ OAIE.-t,/nz/J.3__ TIMO ff/ Y 0. CARROLL, JR. R.C.£ NO. 553.81 EXP. 12/Jl/l4 CIVIL ENGINEER/LAND SURVEYOR ' OVA Y CONSUL !AN fS, INC. 2710 LOKER A VENUE l'IEST, SUITE 100 CARLSBAD, CALIFORNIA 92010-lJ/1 (160) 9Jl-7700 OWNER's CERT/FICA TE I (!'IE) HEREBY CERTIFY THAT A REGISTERED SOILS ENC/NEER OR GEOLOGIST HAS BEEN OR l't/LL BE RE!AINED TO SUPERVISE OVERALL CRAOINC ACTIVITY ANO AOVISE ON ff/£ COMPACI/ON AND STABILITY OF ff/IS SITE. BROOKFIELD ROBERTSON PAil, LlC A DELAWARE LIM/TEO LIABILITY COMPANY P.O. BOX 85104 SAN OIECO, CA. 92186-5104 (619) 794-1252 BY: BROOKFIELD OEL MAR, INC. ITS.· MANACER OAT£-BY.·cJ#I~~ ITS.· froj-c.J: (>1,,,"t:/:.tc..· _______ _ EARTHWORK QUANTITIES cur· FILL: N/A (ASSUMED CRAOINC 50 C. Y. PER /Of} N/A EXPORT: ~N.~f?~)I ___ _ AREA: _N~f?_;,i ___ _ REMEDIAL: ~N=Y,~)I ___ _ NO/£· VOLUMES SI/OWN 00 NO! ACCOUNT FOR Sl!R/NKACE/BULKINC ff/£ STANO.ARO SPECIFICATIONS FOR PUBLIC WORK CONS/RUCTION (GREEN BOOK) 5. 6. SOILS REPORT ANO RECOMMENOA f/ONS BY CEOSO/lS, INC., OA TEO 51'.PTtl-/BER ~ 2006; UPOA TEO OC7{Jf3£R 8, 2008 ANP Al!CVST /7, 2010 l THE SAN 0/ECO AREA REGIONAL STANDARD ORAWINCS ANO AS MAY BE MOO/F/£0 BY THE CITY OF CARL58AO STANDARDS ENVIRONMENTAL APPROVAL DOCUMENTS OATEO SEP. 20, 2006 8. 9 STORM WATER POLLUI/ON PREVENTION PIAN (Sl'tPPP} FOR ROBERTSON RANCH EAST VILLAGE BY OVAY CONSULTANTS OA IEO JAN. 15, 2008 MJ/0: 9 J7CJ44227 10. STORM WATER MANAGEMENT PIAN (SIWP} FOR ROBERTSON RANCH [AST VIL/ACE BY OVAY CONSULTANTS OA fEO JAN. 15, 2008 SIWP 07003.9 II. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASOUA}, STORM WATER BEST MANAGEMENT PRACTICE, CONSmUCTION 1/ANOBOOK ANO STATE OF CALIFORNIA, OEPT. OF TRANSPORTATION, CON5TRIICTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL NOTE.· QUANTITIES ARE FOR BONO/NC PURPOSES ONLY. ACT/JAL QUANTITIES MAY VARY. --STANO.ARO ORAl't!NCS ARE SAN 0/ECO REGIONAL STDS. UNLESS NOTEO 0/f/ERWISE. LEGEND DESCRIPTION SUBOIVISION BOUNDARY .. STO, OWG, RIGHT-OF-WAY UN£. .. . . . . . . . . . . . . .. . . . . . . . . . --...... EASEMENf.LIN£ .......................................... ---. -. -.. --. LOT LINE ........................................................... · LQTNljMQ(R ...................................................... . PIAN TYPE PAO ££EVA llON. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................... . PROPOS[O FF ELEVATION. .. . .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. . . . . . . .. . FF:86.27 CONTOUR ........................................................... . -----200- CRAOEO SLOPE (2.· I MAX.) .......................................... . &,'/ > V' EXISTING QUANTITY!· . . . --- -_:~/'--~ PA0=85.6 OAYL/GIIT LINE........ . . ..................................... --'_~ ' v-J-: --, .. ~.■ (•--=:::::11--_,:-...:::-.-=-B92 '.:>r RE!AININC WALL..................................................... • A ~ .,,,.,__ --A ~ SOUNO WALL/ SCREEN WALL .............................. , ....... ·· 71\ 4" D.G. /RAIL ...................................................... . FINISl/£0 CRAOE SPOT ELEVA I/ON .................................. . FINISl![O SURFACE SPOT £LEVA I/ON ............................... . FLOJ'tl.lNE ELEVATION ........... . TOP OF STORM ORAIN CRATE ELEVA I/ON ............................. . BROW 0/TCH .............................. 0-75 TYPE 'El' ........ . CRAOEO SWALE ........................... OWC. CS-15 ...... -.... . RIP-RAP ..................................... 0-40 .......... -. ---.. . PUBUC STORM ORAIN &: C.O. ................. owe. 4JJ-6, 45J-8 .. . 6" PLASI/C SQUARE CRATE W/AOAPTOR ______ . _ .. __ (PER NOS, INC. MODEL 640 OR EOU!VAIENT) W/J• SOR-J5 PVC ORAIN PIPE SEl'IER MAIN &: A.H. ........... . ___ .owe. 4JJ-6, 45J-8 ... SEltER LATERAL ................. . WATER MAIN .............................. OWC. 4JJ-6, 45J-8 .. . WATER METER &: SERVICE .................... OWC. 4JJ-6 .......... . RECYCLED WATER MAIN ....................... OWC. 4JJ-6, 45J-8 .. . DRIVEWAY.... . . .. .. .. .. . . .. . .. .............. OWC. 4JJ-8 .......... . MINIMUM REAR YARO AREA ....... . COVERED PATIO .............. . SECOND STORY DECK ............................................... . COURTYARD WAil. ......... . HOUSE WI TH ENl!ANCEO .................... . SIOE ELEVA llON ?Q0.0 ~ FG 530?,o • 2oao Fl 2oao 7t; 0 0 ~s{}----@ ~ (2QQ.O Fr;) .l2oao ,:~ {2oao FL) 0 {200.0 TG) 0 ==SO==@ -·--0---S-·- ---w--- ---RW--- H r----, I I I I I I L ____ J Pl !✓~I " "AS BUILT" SUSMP PROJECTED PRIORITY: HIGH RC£ __ _ EXP, ___ _ DATE 1----____ R._:!i_o_u1._w£._o_TR._'£_:4_TM_'Ei_N_r_c_a_w_TRi_a_if._EJ._'M._'P_TA_e._z£ ____ -1 REVIEWED sY, NON£ -S££ DRAWING's 453-8 & 453-BA INSPECTOR DATE fr -, I 1-------+---+--------------+---t--t---t----J I SHE1ET I CITY OF CARLSBAD SHEETS .,. ENGINEERING DEPARTMENT I~ ~ ~=::::'....:::==========::::'....'.::" ~-'.,6....).:::-:::=; C.O. II-II P.U.O. 06-0l4A l/f//15 TC 14.\ RI? PLACE SHfET5 4 f' II. R.E'.VISE HWSE /:::L,ff.£ ~/ti', L'....L~~li S.S(, PLOTTING.LOTUNE,TAe,LE SHT 3,4.1/ J, PRECISE GRAOING PLANS FOR: PALO VERDE DESCRIPTION: STANDARD M-/0 STREET CENTERLINE WELL MONUMENT 11/10/14 TC ffi ADO CDV£Rf:0 PATIOS. ADD 'v-lALLS I I-Z.l-1-r REVIS£ LOT LIN£S .5HT5 1o,7J3,C/,IO '(,_It,,; ll•ZSd' :s'<{i_ ROBERTSON RANCH PA 17 ~ LOCATION: CENTERLINE OF EL CAMINO REAL AT ENCINEER's STATION 454+92 PER R.S 1800-/ RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) I0/21/e, TC =r ' Cl2B/13 TC DATE INITIAL ENGINEER OF WORK '2.\REV/5£ BLOG LOT IC/3, 5HE"£T 12- ADD ,',REI'> DRAINS ADD WALL QU/\NTITYAND 5TooP5 A\ ADO SHEETS 5-1:0 LOT NO. APN REVISION DESCRIPTION 11-~-JJ itlfJ_ ~-~-13 ~ru, J; t DATE INITIAL OTHER APPROVAL ilsZr3 Givf' ,,;1iz13 r:•vP I I I I DATE INITIAL CITY APPROVAL DWN BY: --;;,:--,r-~ CHKD BY: -;;:#'0-- RVWD BY: PROJECT NO. C.T. 04-26 DRAWING NO. 45J-8D 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Pax: 760-931-8680 ODoyConsullontii.com ELEVATION: 68.479 OATUM: U.S.C. & C.S. NCVD 1929 TIMOTHY CARROLL RCE: 55381 L ______________________ ,:;;;;;:. __ ~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;~;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;. ________________________________________ !c:,~\0~110~14~,~~n,7V'~';"~"•~C,~od~cg\c;!' .Gui.awg .A.in 12, 201J m Xrtf~. 119JAG; 1193AN; 1193AI/\C 091113 071813 i ' ' ' ! MITlGATlON MONITORING & REPORTlNC PROGRAM /. ALL ACTIVE CONSTRUCTION SITES SHAll Bf WATERED AT LEAST TWICE DAILY. WATER TRUCKS AND/OR SPRINKLER SYSTEMS SHAll Bf USED AND RECLAIMED WATER UTILIZED IF fEASIBLE 2. ALL ADJACENT PUBLIC PA VEO STREETS SHALL Bf SWEPT AT THE £NO OF THE DAY IF VISIBLE SOIL MATER/AL HAS BEEN CARRIED ONTO THOSE STREETS. IT IS R£COM/1£NO£D THAT Tl/£ STREETS Bf CLEANED WITH WATER SWEEPERS AND RECLAIMED WATER UTILIZED IF FEASIBLE J DURING THE CONSTRUCTION PROCESS, ANY AREAS THAT MAY BECOME DISllJRBFD SI/ALL BF REPLACED WITH GROUND COVER AS QUICKLY AS POSSIBLE. 4. ALL EXPOSED PILES or GRAVEL, SAND, AND/OR DIRT WITH AT LEAST FIVE PERIYNT SILT CONTENT SHALL 8£ ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON-IOXIC SOIL BINDERS ACCORDING TO THE MANUFACllJR[S'SP[C/FICATIONS 5. TO PREVENT DUST FROM LEAVING TH£ CONSTRUCTION SITE, WATER TRUCKS AND/OR SPRINKLER SYSTEMS llfLL 8£ USED ON ALL AREAS OF VDIICLE MOVD.l[NT. Tl/£ WATERING llfLL Bf DONE AT LEAST ONCE IN THE MORN/NC AND THEN AGAIN AF/ER WORK IS COMPLETED FOR THE DAY. lllf FREQUENCY or THE WA TERINC SHALL Bf INCREASED IF TH£ WINDS EXCEED 15 MPH. IF fEAS/81£, RECLAIMED WATER SHALL Bf USED FOR All DUST PREVENTION. 6. WHENEVER SUSTAINED WINDS EXCEED 25 MPH ON-SITE, ALL EXCAVATING AND GRAD/NC OPERATIONS SHALL Bf SUSPENDED UNTIL THE WINDS HA VE TAPERED OFF TO LESS THAN 25 MPH. 1. BUILDERS AND/OR CONTRACTORS SHALL DESIGNATE A PERSON OR PERSONS TO MONITOR THIS OUST ABATEMENT PROGRAM. 17-1[ NAME AND TEL[Pl!ON[ NUMBER or Tl/[ ON-SITE OUST ABA TfMENT PROGRAM MONITOR(S} SHALL 8£ PROt10£0 TO 17-lf AIR POLLUTION CONTROL DISTRICT PRIOR TO MAP RE CORDA !ION. /Hf MON/ IOR(S) SHALL 8£ RESPONSIBLE FOR ENFORCING lll/S DUST ABATEMENT PROGRAM AND WILL HA VE 17-1£ ABILITY TO ORDER INCREASED WA TERINC ON-SITE, IF NECESSARY. 8. IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PUBLIC PA 1/£0 ROADS DUR/NC 17-lf CONSTRUCTION PROCESS, T/105£ STREETS Ii/LL Bf SWfPT ON A DAILY BASIS. WATER SWffPERS USING RECLAIMED WATER WILL Bf USED, IF FEASIBLE. 9. ALL TRUCKS HAULING DIRT. SAND, SOIL, OR 017-IER LOOSE MATERIALS ARE TO Bf COVERED OR SHOULD MAIN/AIN AT LEAST /WO FEET or FREEBOARD {I.E., MINIMUM VERTICAL DISTANCE BET'IEEN TOP or Tl/£ LOAD AND Tl/[ TOP or Tl/[ TRAILER) IN ACCORDANCE WITH 771[ REQUIREMENTS OF CALIFORNIA 1/£11/Clf COO£ (en:) SECTION 23114. 10. TO PREVENT TRACKING or MUD ONTO PUBLIC STREETS, GRAVEL PADS (CONSTRUCTION ENTRANCES) SHAll Bf INSTALLED AT ALL ACCESS POINTS INTO THE CONSTRUCT/ON SITE. II. TO PREV£NT DUST FROM LEAVING THE CONSTRUCTION SITE, WATER TRUCKS AND/OR SPRINKLER SYSTfMS Ii/LL Bf USED ON ALL UNPAVED ROADS, PARKING AND STAGING ARt:AS. Tl/£ WA TERINC WILL Bf DONE AT LEAST THREE TIMES DAILY. 12. Tl/£ Sf't:[D LIMIT ON ALL UNPA V[D ROADS SI/ALL NOT t:XCt:ED /5 MPH. 11 HEAVY-OUTY DIESEL-POWfRED CONSTRUCT/ON [QUIPM[NT MANUFACTURFD AFTER 1996 (Ii/TH FEDERALLY MANDATED "CLEAN"DIESn ENGINEERS) SHALL BE UTILIZED ONSIT[ WIIER[vfR FEASIBLE. 14. Tl/£ £NGIN£ SIZE OF CONSTRUCT/ON t:QUIPMENT OPt:RATING ONSITE SI/ALL Bt: Tl/£ MINIMUM PRACTICABLE SIZE. 15. Tl/[ NUMBt:R or CONSTRUC/70N EQUIPMENT OPt:RA TING ONS/Tf S/MUL TANt:OUSl Y Sf/ALL 8[ MINIMIZED 17-IROUCH EFFICIENT MANAGEMENT PRACTICES TO ENSURE 17-IAT 17-lf SMALLEST PRACTICAL NUMBERS ARE OPERA TING AT ANY ONE TIM£ 16. ALL CONSTRUCTION EQUIPMt:NT OPERA TING ONSITE SI/ALL Bf PROPERLY MAINTAINED AS P[R 111£ MANUFACT/JRE'S SPECIF/CA 1/0NS. 11. All CONSTRUCTION EQUIPMt:NT OPERATING ONSITE SI/ALL Bf EQUIPPED 111TH TWO TO FOUR DECREE ENGINE TIMING Rt:TARD OR PRE-COMBUSTION Cl/AMBER ENGINES. 18. CATALYTIC CONVERTERS SHALL BE INSTALLED ON ALL CASOL/Nt:-POWfRED t:QU!PMt:NT. IF FEASIBLE. 19. 01£5£1 CATALYTIC CONVERTERS SHALL Bf INSTAL/£0, IF AVAILABLE. 20. fl[CTR/C/TY FROM POWfR POLES SHALL Bf USFD RATHER THAN TEMPORARY DIESfl OR CASO/IN[ POWfREO Gt:N[RATORS. 21. A TRIP REDUCTION PLAN SI/ALL BF IMPLEMENTED TO ACHIEVE A 1.5 AVERAGE VEHICLE RATIO (At1i') FOR ALL CONSTRUCTION EMPLOYEES. BY ENCOURAGING AN At1i' OF 1.5, THE CRITERIA POLLUTANT EMISSIONS IDENTIFIED WOULD Bf EFFECTIVELY REDUCED BY ROUCH/ Y 33 PERCENT. 22. CONSTRUC/70N WORKER TRIPS SHALL Bf MINIIIIZ[D BY REQUIRING CARPOOLING AND BY PROt1DING FOR LUNCH ONS/Tf. NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2013 O'Day Consultants, Inc. 2710 Loker A11enue West Suite 100 Carlsbad, California 9201 0 760-931-7700 Fen,:: 760-931-8680 ODayConsultonh.com ENCINEER's NOTES I. REVISION or THESE PLANS MAY Bf REQUIRED IF TH[ PROPOSt:O IMPROV[M[NTS AR[ NOT CONSTRUCTED PRIOR TO TIit: Dt:ADLINE DA TE or THE IMPROVEMENT AGREEMENT. 2 THE EXIS1ENCE AND LOCATION or UTILITY STRUCllJRFS AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WfRE OBTAINED BY A St:ARCH OF TH£ AVAILABLt: RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE or 017/ER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA 1/0N DIFFt:RENT FROM 17-IAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRFD TO TAKE DUE PRECAUTIONARY MEASURES TO PROTFCT 111[ U77LITl[S SI/OWN ON 17-lf PLANS AND ANY OTll[R t:XISTING FACILITIES OR STRUCTURES NOT SI/OWN. J THE CONTRACTOR SI/ALL VERIFY Tl/£ LOCA !ION or All EXISTING FACILITIES (ABOVEGROUD AND UNDERGROUND) WITHIN THE PROJECT SITE sumC/ENTI. y AH[AO or THE CONSTRUCTION' TO PERMIT TH[ REVISIONS or THE CONSTRUCT/ON PLANS, IF IT IS FOUND THAT 17-lf ACTUAL LOCATIONS ARE IN CONFLICT WI 17-1 17-lf PROPOSED WORK. 4. PRIOR TO THE ISSUANCE OF GRADING PERMITS. A CONSTRUC/70N DUST ABA TfMt:NT MANACt:M[NT PROGRAM SHALL BE PREPARED ANO SUBMITTED TO THE CITY OF CARLSBAD FOR APPROVAL. !MPL[MENTA !ION or THIS MEASURE SHALL BE V£RIFIED BY THE CITY OF CARLSBAD ENGINEERING Dt:PARIMENT ON ESTABLISHMENT or TH[ PROGRAM, AND Pt:RIODIC INSPECTION OUR/NC GRADING. 5. PRIOR TO THE ISSUANCE or GRADING PERM/IS, AN OFF-ROAD AND ON-ROAD MOBILE SOURCE EMISSION REDUCTION PROGRAM SHALL Bf PREPARED AND SUBMITTFD TO THE Cl TY OF CARLSBAD FOR APPROVAL. IIIPLEMt:NTATION OF 17-115 MEASURE Sf/ALL Bf V[R/FIED BY Tl-/£ CITY OF CARLSBAD [NC/N[[RINC DEPARIM[NT ON ESTABLISHMENT or 17-1[ PROGRAM, AND PERIODIC INSPECTION DURING CONSTRUCTION or TH[ PROJECT. 6. ALL FOOTINGS SHOULD MAINTAIN A MINIMUM HORIZONTAL SETBACK OF H/3 (//=SLOPE Hf/CHI} FROM TH[ BAS[ or 17-/[ FOOTING TO THE DESCENDING SLOP£ FAC[ or NO LESS Tf/AN 7 FEET. NOR N[[D NOT Bf CREA TfR THAN 40 FEET. 17-IIS DISTANCE IS MEASURED FROM THE FOOTING FACE AT THE BEARING nrvA !ION. FOOTINGS ADJACENT TO UNLINED DRAINAGE SWALES SHOULD 8[ DFEPENFD TO A MINIMUM OF 6 INCHES 8£/0W THE INVERT or THE ADJACENT UNLINED SWALE. FOOTINGS FOR STRUCllJRES ADJAC[NT TO RETAINING WALLS SHOULD Bf DEEPENED SO AS TO EXTEND BELOW A I: I PROJECTION FROM THE HEEL or /Hf WALL Al TERNA 1/VEL Y. WALLS MAY BF DESIGNED TO ACCOMMODATE STRUCTURAL IOAOS FROM BUILDINGS OF APPURTENANCES AS D[SCR/8£0 IN Tl/£ RETAINING WALL SECTION or THE SOILS Rt:PORT BY CEOSOILS. 7. NO ROOF DRAINS /ill/ Bf T/£0 INTO UND£RSIDEWALK DRAINS. 8. Wl/[ELCIIAIR RAMPS SHALL BF INSTAll[D PER REQUIREMENTS or 11Tl[ 24, CALIFORNIA ADMINISTRA 1/0N CODE. 9. ALL SURVEY MONUMENTS AND POINTS THAT AR[ D/SllJRBED BY 17-115 WORK SHALL Bf RE-ESTABLISI/ED, PERPfllJA1ED, AND DOCUMENffD PER THE PROFESSIONAL LAND SURVEYORS ACT. Clvll Engineering Planning Processing Surveyirn;i DESIGNED BY: A.8.. J.E., L.S. DATE: JANIJARY 2013 DRAWN BY: G,M., J.S., L.S. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 11-0193 ENGINEER or WORK: _/2· C ti TIMOTHY CARROLL DATE: t./,~t_~ RCE: 55381 -- "AS BUILT" RCE __ _ EXP---- REVIEWED BY: INSPECTOR 13' 0.5' 6" TYPE •c• CURB & CUTffR 60' ROW fl' CENTERLINE ELEVATION SHOWN ON PLAN /J' EXISTING GLEN A VENUE t-. STA. 10+00 TO STA. 23+9282 TRAFFIC INDEX = 5 NO SCALE t-. EXISTING ROAD IMPROVEMENTS PER DWC. 433-6, CT 02-16 HIGH PT. ~LOT LINE TYPICAL UNLESS / NOTED OTHERWISE I !:!I /4 I 1:t I/ J 11. Mii1 ~-' I~ ~ "~ >- 1 I ~ 0 '-----TYPICAI BLOC. I ~I 8 ~ 5 ,_,.M,,.,.1/N'-l-' ,___.L~ FOOTPR/tff ~ "'Ii\; ~ ~I ~~h '-..,_ ~ 1~1l MIN I __]%_ Ff,.PAD+0.5' ' I 14:t M,4K. AT C[N/[/1 JO' \___PUBLIC PEDESTRIAN ACCESS [ASEMENT I>--, \ MIN I/ I I OF DR/J,fWAY r I M-NO MOUNDING THIS ARti4 (TOP OF SLOPE 60' ROW 13' 17' - . ,, ~--1-,... I l-""5_• --i 1. ' J' ..... '-MEANDERING DC TRAIL MOW CURB I' MAX ~ 4• AC PAVEMENT OVER ACCRECA TE BASE 13' 0. 5 ' 1---"5_' ---+--"7."'. 5'--1' FOUR PEAKS ST. NO SCAif • 5' TRAIL STA. 13+97.98 TO 32+50.00 "MOW CURB 19+15 TO 21+15 60' ROW 11' 7. ' 13' 5' 0.5' 5' \l~'f. t' Zf l . • ~ ~ IJ' \l~'f. 5' 0.5' v 6'• / J' ..... 5•,/_ 2:r / :..I FEN~__/ ~:..,. ";-~ -pee SIDEWALK --1• AC PA VEM[NT OVER ACCREGA TE BAS£ FOUR PEAKS ST.. BUCK RIDGE A VE .. NORTH FORK A VE. & PERALTA ST. NO SCALE • LANDSCAPE BUFFER AT S TRff T SIDE YARD. ,. 2: I MAX PORTION OF PARKWAY FOR STRffT C STA. 19+00 TO 27+90 56' ROW 36' 18' 18' ' ' EXIST. UNDERDRAIN P[R DIIS 408-4 -~-...........__ ¥"-~ '!> FINISH PAO [LEV.) ) ! j I II I 0.5' MIN ABOVE SWALE & NOT TO [XCEED \1s,~ -:Si ~PLACE FIBER ROLL DURING CONSTRUCTION 0.5' 5' 4.5' 6" TYPE 'G" CURB .t CUTTER I ,,. 5' J.:' \l~'f. ?:·' 3' I ...!...___ · · i.., · WALK' ~ R. 0. W. I NOTE.· 1) LOTS WILL SURFACE DRAIN UNLESS SHOWN OTHERW/5£. 2) TYPICAi LOT DRAINAGE P[R CS-15. \_ CURB & CUTTER TYPICAL FINISH LOT DRAINAGE I _15._ 2:r -1L >r-~--"T -_ -, ..... ~~, i't-,_ i' _y $//// ,,00-; V//// 1' ".".".".".".~~ c.;... 2:r -PCC SIDEWALK ~-,•AC PA',fJ,(fNT OVER AGGREGATE BAS£ AND TEMPORARY EROSION CONTROL DETAIL TYPICAL ,CUL-DE-SAC, -ALANDER C~ & MASTODON CT. DATE DATE NO SCAif BENCHMARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE /'£LL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STA 170N 454+92 PER R.S 1800-f RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY '£RT. CONTROL DA TA) ELEVATION: 68479 DATUM: U.S.C . .t G.S. NGVD 1929 NO SCALE • STA. 32+3119 TO STA. 33+68.89 GI.EN A VENUE STA. 18+61.16 TO STA. 23+35.71 STRE£T 'F' .------.---.------------------.--~----.---........ --.----========================c~;Ji:;;=-0, I sH2EET I CITY OF CARLSBAD 1 ,sHE_ETS ,I l-------l---1------------------+----+------l---+---I ENGINEERING DEPARTMENT I 1U 1-----t----+------------------t----t----+----t-----l /1Pllf£0 Stfl!feTS S' r, 1:, DATE INITIAL EN GI NEER OF WORK REVISION DESCRIPTION G: \01101 \t' '\PreclaeGrading\1193AG02.dwg Jun l4 201.> 1u: bam Xref1; 1193AG ,,_~_,, 111!/J !Jr~ (;t..9 DATE INITIAL DA1£ INITIAL On-lER APPROVAL CITY APPROVAL PRECISE GRADING Pl.ANS FOR: PALO VERO£ ROB£RTSON RANCH PA 11 c.o. 11-11 f'.U.O. D6-0UA APP~i: o/.-N-f/4t~'fl _{,./JA,7/4E; c1iY~NEER PE 41204 tx""r,.__3/_3_1~/15--o~ OWN BY: -PROJECT NO. Cl·IKD BY:~ RVWD BY: C, f. 0.f.-26 DRAWING NO. 453-8D 071813 0 ~ N(i) O,,::.. .... <Tl ~w &, 0 Org Order Sheet Phase Lot Code 43 6 8 0001 44 6 8 0002 45 6 8 0003 46 6 8 0004 47 6 8 0005 48 6 8 0006 49 6 7 0007 50 6 7 0008 51 6 7 0009 33 5 7 0010 34 5 7 0011 35 5 7 0012 36 5 6 0013 37 5 6 0014 38 5 6 0015 39 5 6 0016 40 5 6 0017 41 5 6 0018 42 5 6 0019 77 10 13 0020 78 10 13 0021 79 10 13 0022 80 10 13 0023 81 10 13 0024 82 10 13 0025 52 7 9 0026 53 7 9 0027 54 7 9 0028 59 8 10 0029 60 8 10 0030 61 8 10 0031 62 8 11 0032 63 8 11 0033 64 8 11 0034 18 13 5 0035 19 13 5 0036 20 13 5 0037 21 13 5 0038 22 13 5 0039 23 13 4 0040 24 13 4 0041 25 13 4 0042 26 13 4 0043 27 13 4 0064 28 13 4 0065 29 13 4 0066 30 13 4 0067 31 13 5 0068 32 13 5 0069 1 12 3 0070 2 12 3 0071 3 12 3 0072 65 8 11 0073 66 8 11 0074 67 8 11 0075 68 8 11 0076 69 8 10 0077 70 8 10 0078 71 8 10 0079 55 7 9 0080 56 7 9 0081 57 7 9 0082 58 7 9 0083 72 9 12 0084 73 9 12 0085 74 9 12 0086 75 9 12 0087 76 9 12 0088 101 4 MODELS 0100 NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2013 O'Day Consultants, Inc. Lot No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 100 Address Number Street Name Plan Type 3503 FOUR PEAKS ST. lXAR 3507 FOUR PEAKS ST. 4CR* 3511 FOUR PEAKS ST. 2BR* 3515 FOUR PEAKS ST. 4AR* 3519 FOUR PEAKS ST. 3CR' 3523 FOUR PEAKS ST. lBR 3527 FOUR PEAKS ST. 3CR* 3531 FOUR PEAKS ST. 4AR* 3535 FOUR PEAKS ST. 2B* 3605 FOUR PEAKS ST. 2AR 3609 FOUR PEAKS ST. 3BR* 3613 FOUR PEAKS ST. lXCR 3617 FOUR PEAKS ST. 4BR* 3621 FOUR PEAKS ST. 3AR 3625 FOUR PEAKS ST. lBR 3629 FOUR PEAKS ST. 4CR' 3633 FOUR PEAKS ST. 2AR 3637 FOUR PEAKS ST. 3CR* 3641 FOUR PEAKS ST. lXB 3703 FOUR PEAKS ST. 3CR 3707 FOUR PEAKS ST. lBR 3711 FOUR PEAKS ST. 4C' 3715 FOUR PEAKS ST. 2AR 3719 FOUR PEAKS ST. 3B* 3721 FOUR PEAKS ST. 2C 3746 MASTODON CT. 2BR 3742 MASTODON CT. lXCR 3738 MASTODON CT. 3AR* 3734 MASTODON CT. lXBR 3730 MASTODON CT. 4AR' 3726 MASTODON CT. 2BR 3722 MASTODON CT. lAR 3718 MASTODON CT. 4CR' 3714 MASTODON CT. 2A 3646 BUCK RIDGE AVE. 2CR 3642 BUCK RIDGE AVE. lXBR 3638 BUCK RIDGE AVE. 4AR* 3634 BUCK RIDGE AVE. lCR 3630 BUCK RIDGE AVE. 3AR 3626 BUCK RIDGE AVE. 4BR' 3622 BUCK RIDGE AVE. lCR 3618 BUCK RIDGE AVE. 4A* 3614 BUCK RIDGE AVE. 3C' 3609 BUCK RIDGE AVE. 2AR 3613 BUCK RIDGE AVE. lXB 3617 BUCK RIDGE AVE. 2C 3621 BUCK RIDGE AVE. 3B' 3625 BUCK RIDGE AVE. 2A 3629 BUCK RIDGE AVE. 3C* 4253 PERALTA ST. 2A 4249 PERALTA ST. 3B* 4245 PERALTA ST. lAR 3711 MASTODON CT. 2CR* 3715 MASTODON CT. 3A* 3719 MASTODON CT. lXC 3723 MASTODON CT. 2B* 3727 MASTODON CT. 1A 3731 MASTODON CT. 3B' 3735 MASTODON CT. 4C* 3739 MASTODON CT. 3B* 3743 MASTODON CT. 2c• 3747 MASTODON CT. 4A* 3751 MASTODON CT. lXB 3755 MASTODON CT. 2BR* 3759 MASTODON CT. 4AR* 3763 MASTODON CT. lXCR 3756 MASTODON CT. 2AR 3752 MASTODON CT. 3C 3610 GLEN AVE. lC NOTES '/( INDICATES REVERSED FLOOR PLAN '•' INDICATES 2nd STORY DECK NOT ALLOYIED c~/~~T Enhanced Backflow Lot Area Pad Coverage Elevation A.P.N. YES 168-370-01 NO 168-370-02 NO 168-370-03 NO 168-370-04 NO 168-370-05 NO 168-370-06 NO 168-370-07 NO 168-370-08 YES 168-370-09 YES 168-370-10 NO 168-370-11 NO 168-370-12 NO 168-370-13 NO 168-370-14 NO 168-370-15 NO 168-370-16 NO 168-370-17 NO 168-370-18 YES 168-370-19 YES 168-371-01 NO 168-371-02 NO 168-371-03 NO 168-371-04 NO 168-371-05 YES 168-371-06 YES 168-371-07 NO 168-371-08 NO 168-371-09 NO 168-371-10 NO 168-371-11 NO 168-371-12 NO 168-371-13 NO 168-371-14 YES 168-371-15 YES 168-370-20 NO 168-370-21 NO 168-370-22 NO 168-370-23 NO 168-370-24 NO 168-370-25 NO 168-370-26 NO 168-370-27 YES 168-370-28 YES 168-370-49 NO 168-370-50 NO 168-370-51 NO 168-370-52 NO 168-370-53 NO 168-370-54 YES 168-370-55 NO 168-370-56 YES 168-370-57 YES 168-371-16 NO 168-371-17 NO 168-371-18 NO 168-371-19 NO 168-371-20 NO 168-371-21 NO 168-371-22 NO 168-371-23 NO 168-371-24 NO 168-371-25 YES 168-371-26 YES 168-371-27 NO 168-371-28 YES 168-371-29 YES 168-371-30 YES 168-371-31 YES 168-372-12 BUILD/NC COVERAGE PLAN I = 2,490 SF PLAN IX= 2,490 SF PLAN 2 = 2,170 SF PLAN 2 1 = I, 954 SF Preventer (s.f.) NO f -m4-± Q. !7'"' NO ( 6332"15"0 NO Q_':;" 7068 ~ NO 5529 YES 5084 NO 5532 NO 5520 NO 5215 NO 5118 YES 5000 YES 5000 NO 5000 NO 5429 NO 5569 NO 5497 NO 5621 NO 5001 NO 5000 NO 5177 NO 6308 NO 6049 NO 5783 NO 5000 / _/ NO /sJc·o 5e,,i 0 YES \r%6-7io C, YES 8510 YES 7306 NO 7119 NO 7179 YES 7127 NO /;013G<t9 ? NO ( 774077Gt::> NO 5823 NO \ 55115.5'( 7 NO 8988 NO 6889 NO 7003 NO 8782 NO 8613 NO 6913 NO 6766 NO 6601 NO 6694 NO 5000 NO 5000 NO 5000 YES 5000 NO 6709 NO 5000 YES 6848 YES 6102 NO 6023 NO 5302 NO 5000 NO 5382 NO 5834 NO 5016 YES 5431 NO 5638 NO 5508 f YES 5508 v> YES 5964 f' YES ( -!7924593 NO ( -5?%52G NO NO NO NO NO PLAN 3 = 2,484 SF PLAN 31 = 2,214 SF PLAN 4 = 2,599 SF PLAN 41 = 2,309 SF 5786 '- 6378 7391 9522 6518 • ~ K DESIGNED BY: A.8 .. J.E., LS. DATE: JANUARY 2013 DRAWN BY: G.M., J.S., L.S. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 11-0193 s RCE (%) 43.4 - /39-:'f42 -0 l½\ > 27.6 I "0 478 .., '""fT:"O" • , -43.:, 45.0 40.1 1"11.JS'O.I ~ ~42G 43.4-..__,_ 44.3 49.8 42.5 44.6 45.3 41.1 43.4 . 44.3 48.1 39.4 41.2 ~ /44.945.2 3 43.4 44-± ,-,..s =. oo O 21:._'f__ 33.1 48,8 44.0 48.2 113 B.44-'r. I *-13'1-~ 35.1'77.<o ""t/8 4 u) = - 8_tn.~'l , 38.5 48.9 43.7 38.8 38.5 41.5 45.1 42.3 40.2 43.4 49.8 43.4 44.3 32.3 44.3 35.0 44.3 46.5 --'-~ J 35.944 I 44.3 46.3 r ("""374 m -::::r::r.--J . 49.6 43.4 j11.35'08 43.2 38.242 G ---432 =. 15.145'.o 3 J 37.24/.4- .. -q.s:2 °"'"" . 39.0 33.8 34.1 41.2 "AS BUILT" EXP 2710 Loker Avenue We,t Civil Engineering ENGINEER OF WORK: Suite 100 Planning REVIEWED BY: Corl,bod, California 92010 Proce:s,ing -~ 760-931-7700 Surveying -/L -DATE:c/2/L3 fox: 760-SJl-8680 OOoyCon:sultonb.com TIMOTHY CARROLL RCE: 55381 INSPECTOR o' Boo· 300' SCALE: 1" = 300' KEY MAP SCALE: I" = JOO' / / ' \,-;.. '"'·~'. -~ --.., 1M •• Org Address Enhanced Backflow Lot Area Pad Coverage Order Sheet Phase Lot Code Lot No. Number Street Name Plan Type Elevation A.P.N. Preventer (s.f.) (%) 102 4 MODELS 0101 101 3614 GLEN AVE. lXB NO 168-372-13 NO 5576 47.7 103 4 MODELS 0102 102 3618 GLEN AVE. 2A NO 168-372-14 NO 5616 40.5 104 4 MODELS 0103 103 3622 GLEN AVE. 3B* NO 168-372-15 NO 5546 41.0 105 4 MODELS 0104 104 3626 GLEN AVE. 4C' NO 168-372-16 NO 5474 42.5 106 4 17 0105 105 3630 GLEN AVE. 3CR' ~ NO 168-372-17 NO 5400 41.0 'F 107 4 17 0106 106 3634 GLEN AVE. ( -4-&" 2B NO 168-372-18 NO 5259 ('-4J.,!J41S'. [ 108 . 4 17 0107 107 3638 GLEN AVE. lXA NO 168-372-19 NO 5100 48.8 109 4 17 0108 108 3642 GLEN AVE. 2CR YES 168-372-20 NO 5198 41.7 f--8-3-11--11--+--1-6--t---0-1_0_9_-+-_1_0_9_-+---3-63-7---j--A-LA_N_D_E_R_C_T_. --j--4-B_R_-+--Y-E_S_-ll-1-6-8--3-72---21-t---N-0-----;/7'1i'1;=='1=7~~ ' 3M 33./ l 84 11 16 0110 110 3633 ALANDER CT. 3CR~-NO 168-372-22 NO ~ ~60 512G 13.2 45.0 ,T.\-----1-----t------=~=--=---=='--j_:;--_---=::-::-1 < 85 11 15 0111 111 3629 ALAND ER CT. / 2B /Xf!, , ~ NO 168-372-23 NO 5000 , 43.4-53S f--8_6-11-_::_11_-+ __ 1_5_-l-__ 0_1_1_2_-+-_1_1_2_+-__ 3_62_5_-l __ A_LA_N_D_E_R_C_T_._+-,'---lrr_'_.:2A=-c...+l--N_O __ -l-_1_6_8-_3_72_-_24_+-__ N_O __ -+ __ 5_0_00_-+f1--_4_9_.8_4_3_.b--l 'm 87 11 15 0113 113 , 3621 ALAN DER CT. 2€ IC NO 168-372-25 NO 5000 > 13.1 53.5 88 11 14 0114 114 3617 ALANDER CT. '±1'€ 2B ., NO 168-372-26 NO 5000 ~ 43.~ < 89 11 14 0115 115 3613 ALAND ER CT. :IB-* / XL, l) NO 168-372-27 NO 5000 ( 11.3 53.5 ) >---9-0--1>---11--+--1-4--+--0-1_1_6 _ _,___1_1_6_-+----3-60-9---1--A-LA_N_D_E_R_C_T_. --t--,,·-,2-A-,-, JA-~~i---Y-E-S---1>--1-6-8--3-72---28-+---N-0---+--5-2-58--+-> -4-r.4-448 5 91 11 14 0141 141 3 608 ALAND ER CT. lXB_,.--,---, ,-.:Y'..::E.::_S ---j____::1.::_68.::_-.::_3 7:_:2:_-5:::.:3:__f-_ _.:N.:.:O::__-+_.:_7.::_5 5:::.:2=----+--;;4:.3;.:.4~...,.h ,___9_2--lf---11--+ __ 1_4_-+ __ 0_1_4_2 _ _,___1_4_2_-+--__ 3_61_2_--I __ A_LA_N_D_E_R_C_T._-+_E'4ER-*2.C~ ~qs NO 168-372-54 NO 6463 ,,,---44d 41.G ~ 93 11 14 0143 143 3616 ALAN DER CT. 2-Bfi /XA~ , NO 168-372-55 NO 6428 1 12.7 52.'J , 94 11 15 0144 144 3620 ALAN DER CT. 3AR* NO 168-372-56 NO 6393 43.6 95 11 15 0145 145 3624 ALAND ER CT. / -4ER*/ XcJ<.~v_~--N-:-o=---+-=l'-:6-=-8--=-3=-72:-_:-5 7=--t---N-'-O-=---t--=6-=-3-=-58=---t-,=.--, 1-...~~5:::1-::5':>f, 96 11 15 0146 146 3628 ALAND ER CT. ' rn2CR. NO 168-372-58 NO 6323 ( 19.3 43.c 97 11 16 0147 147 3632 ALAN DER CT. -2€ /)(B ) NO 168-372-59 NO 5967 ( ..&,-,!l-5~5 11.q\ 98 11 16 0148 148 3636 ALANDER CT. ~ 3-A' 2A NO 168-372-60 NO 5906 ~ 11.3 43.r,, 99 11 16 0149 149 3640 ALAND ER CT. lXCR .r ,,, _ _.._NO':'.__+_.:l:".6'.'.:'.8-::::3c._7:::2-::'.6::._1-+--'-'-N'::'.O __ +___.c6'.'.:2::'..47,__-!-_..,i4!.:7.;,;.9:..,,~'4,,l,l.,A 100 11 16 0150 150 3644 ALAN DER CT. (z.& 35 ~ YES 168-372-62 NO 5930 ( -'!,+;l-_ 41.'f-]'!£', 4 12 3 0151 151 3641 NORTH FORK AVE. lXBR YES 168-370-58 YES 6169 40.4 5 12 3 0152 152 3639 NORTH FORK AVE. 3CR* NO 168-370-59 NO 5155 42.9 , 6 12 3 0153 153 3635 NORTH FORK AVE. 3BR' NO 168-370-60 NO 5070 43.7 7 12 2 0154 154 3631 NORTH FORK AVE. 2A NO 168-370-61 NO 5000 43.4 8 12 2 0155 155 3627 NORTH FORK AVE. lB NO 168-370-62 NO 5000 49.8 9 12 2 0156 156 3623 NORTH FORK AVE. 2C NO 168-370-63 NO 5000 43.4 10 12 1 0157 157 3619 NORTH FORK AVE. 3B* NO 168-370-64 NO 5000 44.3 11 12 1 0158 158 3615 NORTH FORK AVE. lXC NO 168-370-65 NO 5000 49.8 12 12 1 0159 159 3611 NORTH FORK AVE. 2BR YES 168-370-66 NO 5252 41.3 13 12 1 0190 190 3618 NORTH FORK AVE. 3A' YES 168-370-77 NO 6672 44.3 14 12 1 0191 191 3622 NORJH FORK AVE. 4BR* NO 168-370-78 NO 6187 44.9 15 12 1 0192 192 3626 NORTH FORK AVE. 2CR NO 168-370-79 NO 6249 43.0 16 12 2 0193 193 3630 NORTH FORK AVE. 4BR' NO 168-370-80 NO 6312 44.3 17 12 2 0194 194 3634 NORTH FORK AVE. 3BR* NO 168-370-81 NO 7190 43.3 t----t---+-----------t----t---+---t--l I SH3EET I CITY OF CARLSBAD ENGINEERING DEPARTMENT :==='....:::=========~~~ SHEETS 13% DATE DATE BENCHMARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER's STAT/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) ELEVAfl0N: 68.479 OATUM: /J.S.C. & C.S. NGVO 1929 PRECISE GRADING PLANS FOR: PALO VERD£ ROBERTSON RANCH PA 17 ENGINEER OF WORK C.D. ll-11 P./J.O. 06-014A .. -----------------------------------------------------------------------------------------------l',~ 7 ttc1, a g A a, wg n . . IYTI!!!""----------------------------------------· Xr,f:r. 011.WGRD-REV; 011-48Sffi; 011-1-BMAP; 011,nP-G; 0114AMAP; 1l9JAG; 119JACLY; PAl7LotoolaAC0J; 119JAMAP; l19JASTR; 01141jsit: 011-4LGRO; 0l1-4LSffl; 01Hl<SITE J I ' I I ' I I I I 09l113 071813 C1 ' • I ... ~-G') ' s, ,1:1,, .~--(J1 _,w -.\ I ', V" 00 Cl, JJOTE!! I \ \ • • . \~ \ \\ \ \ \ \ \1\ \ \ \ \ \\ \ . ------=:: :....----: --. =--- - \ \ ~\ V"'Jt,;) \...i.J I "< ~~\ ~ ~ (3~ ,/;\ ' l 4 - ELECTRONIC D. ONL y YI TA FILES AR. ' HORIZ~i~:~ NOT TO ai tf:o rr-;iR[NC[ VERTICAL SUR ©2015 0' VEY CONTROL Day Consul tan ts I , nc. : \ .. . ½i fi'j ~ 4 0"~ C O N S U 2710 Loko, A ~NT S ..-enui, West Carlsbad C rf Suite 1 oo ' ; i ornla 92010 Fax: 7:~=~~!-7700 ODayComiu/t -8680 ants.com Civil En . Pl . gineering anmng Proc•saing Surveying NOTES I. lOT 100 TO 8. 90% RELA 'E BROUGHT TO MOISTIJRET~"%,,~OMPACTIONpiiZ CRAOE IHTH Fill z OEEPENEO FOOTIMENT PER ASTM o~;}§.AST 2-3% A'ifJ'(lWfs!F AT LEAST J SEE TYPICAL CS AT FIREPLACE POPOU 1/LS OPTIMUM 4. SETBACKS SH~: ::;NACE DETAIL ON SH;::;R SOILS ENGINEER RECOMMENOAT/0. ID~Wffl® W. BU/LO/NC FO/JNOA l/i ON. DESIGNED BY· A ' .B .• JE LS DRAWN BY: G.M., J.~ .. -·L ~ . DATE: JANUARY 2013 "AS BUILT" PROJECT MGR.: T.C . . SCALE: AS SHOWN . JOB NO.: 11-0193 ENGINEER OF W ORK: RCE -----. I ' I REVIEWED BY: DATE: I/ r:;;(5- RCE: 55381 TIMOTHY CARROLL INSPECTOR EXP. DATE DATE S10P BENCHMARK DESCRIPTION: STANDARD M-10 WELL MONUMENT STREET CENTERLINE CENTERLINE OF AT ENGINEER'S El CAMINO REAL PER R.S /800-lTATION 454+92 LOCATION: RECORD FROM· ' gouNTY BENCH LEI-fl ELEVATION· ONll?OL DATA) S {NO. COUNTY VERT. · 68.479 · DA TUM: 1J. s. C. ' ' & G.S. . . . NG'ID 1929 RETAIN/NC WALL NOTE: \ 12' MIN COMP,JCTEO ,SOIL/ BACKFILL 1· : ' i i o· 5· 20' 10' 40' SCALE· 1• · ~ 20· f FINISHED J/4" CRUSHED GRAl-fl MIRAFI 140 FILTER FABRIC ~;:IA PERFORA TEO OR ADS PIPE DRAIN 4• PERFORA TEO p/p,'f @ 1% MIN. EXISTING RETAINING . DETAIL )1' _ !('ti£ TC -~-ffi R£V1SE: PROD REPlACES SHEET UCT WT /0(;, AOO CONCRETE s:O:l~NAllY APPROVED 6/17/, /-/If-IS -61/,J STORM DRAIN IJ -l, ,I. •/'f/S ~< REVISION DE q_ t · f?, 'SrtlJ '"""' "'" SCRIPT/ON "'" 'L• 'F ·- 6 '28 IJ TC OATE INITIAL ENGINEER OF WORK NOT TO SCALE WALL DRAINAGE I SH4ET I CITY OF ENGINEE CARLSBAD PRECISE GRADING n RING DEPARTMENT ~ L!l.J r'LANS FOR: PALO VER. ROBERTSON RANC'!~ APPRO Eor ·r ii. ' --11 ~. -~H 1:5, "F,ELP . err: ENGINEER PE·.,: 3· lf ~ T OWN BY: · 'I" /2 EXP. ")-"Jt:,- CHKD BY----· /t, RVWD BYi ---PROJECT NO. C.T. 04-26 PU. C.O. II-II · .0. 06-01/A . /•/'{• IS DATE DRAWING NO 453-80 ,,, """' ""-"" "" '""" -LLL ,,-,,w,,. ,,,,.:,:e:,,'ot'" ~ '" .,, '""" ,~~· "' " '""'" IL, 119JAIPI 119 2 I pm CITY APPROVAL ' JACRD, l19J/\BLD, 119JAG-fXI 119J -, AHEC, 119JAG, 119JAN -------, 119JAG rxr •~·, 82; 011-4-LSIR; 0114BSIR; 0114LUIL ! C .,:..~ OQ ..... ~ ~ (J1 wW I 00 C - - 125.64 • 0 ( \ ', \ '. ffP S££ OWG 453-8A ·l \ ;j~;Ji,7;J \ BFP • PVC ---------- -------------------- ' I I I I @ ~\ ~ PA0=121.9 FF=128.65 J 8FP fj ----- -------------- \ \ 5.0' l:t 1,(/N. \ . \ \ r-5·':-~I • 12 1XCR ,, PA0=128., rr.-129.15 ------- ~ \\ • 10.2· \ GF~12B.9 \1,,~ I I \ 128.4 I I Qi~- PA0=128.9 ff=129.65 3• PVC fJ l:t MIN. ------- L_____ 26 a• PVC SE/YER PER 453-8 13• PVC WA 1ER PER 453-8 3· PVC fJ l:t MIN. 1 ' 39 PAD=! 15.0 14 3AR "' ... 150 I I I I J' PVC ,tJ f :t MIN. , I I I ,_ __ _ Qi?; PAO=IJO.J ff; IJl.05 vc MIN. ----- -------- \ 1 7 I I 2AR _ 18 / PAO=IJI. 3CR FF=IJ2.2. ----, J_ 'AO= 1 J2. 0 37 =1J2.l5 ti..L , .,:, -? PVC fJ I I l:t MIN. I I I I I I 19 1XB ~ ~o~ <.: :::::= :: \ f;,!f 1\-~\-. \ / I~ 50.00 I -__l {26-~ -----::::L---,,· 41 PAO=! 16.0 40 PAD=! 15.5 38 120 --/---/'.___----...J PAD=!!5.0 PAO=IJ2.6 FF=IJ.J.35 120 NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONl r ANO ARE NOT TO BE USED FOR HORIZONTAL OR ~RT/CAL SUR~r CONTROL ©2013 O'Doy Consultants, Inc. TG <o 51l, ;I). 126.9 • 42 · PAD=! 16.5 43 'AD=!!6.9 --- 2710 Lok11r Avenue Weal Suite 100 Carlsbcd, California 92010 760-931-7700 Fax: 760-931-6680 ODoyConsultants.com - Civil Engineering Planning Processing Surveying DESIGNED BY: A.B., J.E., LS. O,._TE: JANUARY 2013 DRAWN BY: G.111., J.S., LS. SCALE: AS SHOWN PROJECT IIIGR.:_T~.C_. _ JOB NO.: 11-0193 ENGINEER OF WORK: ~C--tf llh!OTHY CARROLL RCE: 55381 ~ ,'1 PA0=81.8 FF=88.55 J.O' STOOP (TtP.) If. SWALE SWALE I[ I[ 5.6' I I I 5.0• J,J'-.J : ~.IO' 2:t 2:t l:t ---' . • MAX 2:1 SECllON A-A SE[ SHEU 4 NOT TO SCALE "AS BUILT" RCE __ _ EXP----DATE REVIEWED BY: INSPECTOR DATE t!fi} 8 PA0~88.6 FF=89.35 J.O' STIXP {TtP.) If. 31 D=! ! SWALE I SWALE I[ I I[ 5.0' +++5.0' J.J' _J I 1 .IO' _!!. 1 '.!!1 ~ I : HIGH POINT I (TYP.} PAD= NOTES 35 'PAD=!!4.~ 1'i -- 1. SEE TIP/CAI. LOT ORAINA6£ 0£TAIL ON SHEET 2 2 SETBACKS SH0/11'1 AR£ MEAS/JREO FRO!,/ BIJWNG FOIJNOA T/ON. J. RETAINING WAIJ. PER OIIC 453-BA. INSTAI.J. S/JBORAIN PER IXTA/1. ,I' THIS SHEET AT l:t MIN. FAlL 4. INSTAI.J. 3• PVC SCHE0/11.£ 40 THROUGH RETAINING WAI.J. FOR S/JBORAIN O(JT/.ET, PER SORSO C-8. 5. OEEPENE!) FOOTINCS AT FIREPLACE POPOI/TS PER SOILS ENGINEER RECO/,f/ENOA TfON. ' Q' 5' 20· MAX 2·1 6. SEE T'rP/CAL LOT ORAINA6£ IXTA/1. ON SHEET 2 10' 40' SCALE: 1" = 20' TYPICAL SEC 170N 7. SETBACKS SH0/11'1 ARE !KASI/RED Ff?/)/,( 8/JllOING FOi/NOA T/ON. BENCHMARK DESCRIPTION: STANDARD 111-10 STREET CENTERLINE ftf'Ll MONIJMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENG/NEIR'S STATION 454+92 PER R.S 1800-1 RECORD FROt.4: COIJNTY BENCH LEVELS (Na COLINTY VF:RT. CON !ROI. DA TA} ELEVATION: 68.479 OAT//ltl: U.S.C. .t G.S. NGVO 1929 NOT TO SCALE 1 SHEET 5 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 13 t----+--+------------------,1----+----t---+---1 A 'CISE GRADING Pt.ANS FOR: c.o. 1-11 P.//.0. 06-014-4 PALO VERO£ R08£RTSON RANCH l'A 11 AP~EDXVb'~SKI c(m1NEER PE 41204 EX~P.-3~/=3-1 ~15~-~l l-'6~:!~J+.-c!!TC~µ,"'-'A""{)f)£'f}"°"''-'SHEI"-""'.._,,,TSc.,5'-"'TOc.,f.,,,_J ______ c_·'-1· ::J.-",-'-'"lllt>~I"--~-----"f·'-'"'-""-''' . fil,f DA TE INITIAL DA TE INlllAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: CHKD BY:~~='rt;S~- RYWD BY: PROJECT NO. C.T. 04-26 DRAWING NO. 453-80 G: 0110'.4 :iA17 Prec·seGrodir,g 1193AGD5 CC1.dwg Aug 26, 2013 2:57prr, Xrefs: 1·93ATP3; ·193ASTR; '"93AMAP: 1193AUTL: 1193AlP1; 1793AGRD: 119311.8.C: 1193AG-TXT, 1193ARFC: '193AG; "193AN 1 0 <JI ::E 0 G') -+i ~ """'<JI (.,J Cf 0) 0 123.6 I I Ll 6 ~ ~< NOlEI! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USEO FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL. ©2013 O'Day Consultants, Inc. \ \ \ PROPOSED 20' ,,---'"-.EASEMENT TO SOC,!,£ ---------- ~ SOCJtE ACCESS ~ ., Ll ~~ s ofESSJ \ \ \ -------..... <] " ,;, "' ----z. <.:> fTl \t NO. 55361 ft] * * J''1/l CIVIL ~*~ I: OF CA\.IICl ,,.--CONTROi. CATE / 0/ .j <! I ·---- // I <! .j "' ,, ~~ ·-. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-9.J l-7700 Fox: 760-931-6660 ODayConsultants.com I I I " I Civil Engineering Planning Processing Sur.eying 50 PAD=! 11.9 r........_______ _____ _ I <l----- 1 12 I w I I I I <! 6 I " I <I 6 - I I DESIGNED BY: A.8., J.E .• LS. DATE: JANUARY 2013 DRAWN BY: G.M,, J.S., LS. SCALE: AS SHOWN PROJECT MGR.:~T-=C. __ JOB NO,: 11-0193 ENGINEER OF WORK: ~Cd TIMO1HY CARROLL DATE: e/;1.7/3 RCE: 5538r 49 PAD=! 18.9 ------ 48 PAD=! 19.l /2' MIN 47 PAD=! 19.l P.A. 16 FINISHED CRAOE ----- COl,(PACTEO JCXL/ 'ACXFILL ...i.--J/4' CRUSHED CRA~L RETAIN/NC WALL ,__ _ ___,,-------, I ' . I I c--- 1-------<1 I I I I L--t--MIRAFI 140 FILTER FABRIC II 1-::--C\ 2/J H H . \\ FINISH I . I .?..- CRAOE 1-----11 ~m'v:('---. -t---J... 4• 0/A PERFOflA TEO \'w:0/:c'' I \j) . _ ! \'<( ABS OR ADS PIPE __ 1-----tL'=.'-= . · I< ~ -=ii . I L \\ I . . I 'v L ~ ----~~~ -::>;y\\' \'w:0,c->::"'' FOO!INC NOT£: DRAIN -1• PERFOflA TEO PIP£ (I IX MIN. DETAIL ~' -EXISTING RETAINING WALL ORA/NAG£ NOT TO SCALE "AS BUILT" BENCHMARK RCE __ _ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPflON: STAN.OARD M-10 STREET CENTERLINE /'£LL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STA !ION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL OA TA) ELEVATION: 68.479 DATUM: U.S.C. &-C.S. NCVO 1929 46 PAD=! 18.8 45 PAD=!l8.4 s ::::. ~.W 125.6 TG /24.2 FL ';::! o_ o' s' \i \ ' ("126.J o' • PVC MIN. I I \---w 44 PAD=! 11.9 20' 10' SCALE: 1" -20' \ \ 40' <! 306 RECR[A TION AREA srr owe 45J-8A NOTES C' /. SEE T'fPICAL LOT ORA/NACE DETAIL ON SHEET 2. 2. SETBACKS SHOIIN ARE MEASURED FRO!,( 8UILOINC FOUNOA !ION. 3. RETAIN/NC WALL PER OMJ 45J-8A. INSTALL SIJBORAIN PER DETAIL If' THIS SHEET AT IX MIN. FALL. 4. INSTALL J' Pn:' SCHEDULE -10 !HROIJCH RETAIN/NC WALL FOR SUBORA/N OUTLET, PER SORSO C-8. 5. DEEPENED FOO!INCS AT FIREPLACE POPOIJTS PER SOILS ENGINEER RECOMMENOA !ION. 6. SEE T'fPICAL LOT ORA/NACE DETAIL ON SHEET 2. 7. SETBACKS SHOIIN AR£ MEASURED FROM BU/LO/NC FOUNOA !ION. 1 SHEET 6 CITY OF CARLSBAD SHEETS 13 ENGINEERING DEPARTMENT P~ CIS£ CRAOINC PLANS FOR: PALO VERO£ ROBERTSON RANCH PA 17 C.0. I-II P.11.0. 06-0/.IA ~s 11fE!_14 -re. ffi ADD CO/ERED PATIOS, R'.EV15E;: lOT LINE; /<EV/SE. W'ALL~~~~--t~~~1--~~I-'-'-~~~-~, 11-ZI-N 1£o l•ZS•I•/ A~l?l~ PESKI _g/~2- ->' er ENGINEER PE 41204 EXP. 3/31/15 D E 6 '28. /J TC ADDEO SHEETS 5 TO IJ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION • , I) t/ZIJ dJ7!il_J'3 G DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~-C. T. 04-26 453-8D OTHER APPROVAL CITY APPROVAL RVWD BY: G· 01 014 ~Al Prei::ise rudirg 19 A 6-C .dxg 'J9 2 , 2 1 pm Xr~,~= ••gJAJPJ; '19JAS.!R; '19J/\~/\P, 119]/\Ull; 119JAIP1, 1'9]/\CRD; 119]ABLD: l19]AC-rxr; 119JIIREC; 119J/\G; 119J/\,'I; 0114GGR'.:1 1 NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL ©2013 O'Day Consultants, Inc. 00 ~ PA0=/19.0 Ff.-//fl-;-75 , ' , \ ' ' \ \ ' ' ' \ . ,, ' 2710 Loker Avenue West Suite 100 Corlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsullonls.com "' 37. J" PVC @ 1% MIN. ~""'-"-".-v'<" ' ' \ \ ' Civil Engineering Planning Processing Surveying \ ' \ ' \ \ ' 79 \® ~ ,,,,, 4C PA0=/19.8 FF=/20.55 DESIGNED BY: A.B., J.E., LS. DATE: JANUARY 2013 DRAWN BY: G.M .• J.S •• LS. SCALE: AS SHO'IIN PROJECT t.lGR.:~T.C_. _ JOB NO.: 11-0193 ENGINEER OF" WORK: ~ r .-JI DATE, t,/2.7h Tlt.t01HY CARROLL RCE: 55381 " 1 "AS BU IL T" RCE __ _ EXP ___ _ DATE REVIEWED BY: INSPECTOR DATE P.A. !8 \ BENCHMARK DESCRIP[ION: STAN.OARD M-10 STREET C£NTERl/N£ WELL MONUMENT LOCATION: C£NTERl/N£ OF EL CAMINO REAL AT £NGIN££R's STATION 454+92 PER R.S 1800-1 RECORD FROM: COIJNTY BENCH LEIIELS (NO. COUNTY ltERT. CONTROL DA TA) ELEVAflON: 68.479 DATUM: IJ.S.C. &! G.S. NGVD 1929 SE!=: ADJ' /4-05' CE /4-10 { /4-/ I "' ' / / -<r ~/ 4 L] ~ 4 NOTES I. SE£ T'!PICAL LOT DRAINAGE DETAIL ON SHEET 2. 2. SETBACKS SHO/tN AR£ l,(£ASIJR£0 FRO/,/ BU/LO/NC FO/JNOA TION. 3. RETAIN/NC WALL PER owe 45J-8A. INSTALL SIJBORAIN PER DETAIL ,I' THIS SHEET AT IX 1,(/N. FALL. ,I, IN.STA££ J" PVC SCH£0/Jl£ -IO THROIJCH RETAIN/NC WAll FOR SIJBORAIN 0/JTlET, PER SORSO C-8. 5. DEEPENED FOOTINGS AT FIREPLACE POPO/JTS PER SOILS ENC/NEER R£C01,1!,(£NOA TION. 6. SE£ T'tPICAL LOT DRAINAGE DETAIL ON SHEET 2. 7. SETBACKS SHOltN AR£ l,(£ASIJR£0 FRO/I 8/JllOINC FO/JNOA TION. o' 5' • I ~ ~ 20' 10' 40' SCALE: 1" ~ 20' ___,,....,, 1 SHEET 7 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 13 1----t--+----------------1---t-----t---1---1 PR. C/SE GRADING PLANS FOR: C.O. I-II P.U.O. 06-01#. TC ill ADD LINE C.OVEP-c.D PATIOS· " /<£VISE LDT 1-U· I~ 5.e,. !l•'lS•N ~ 6 '28. IJ TC ADDEO SHEETS 5 TO IJ DATE INITIAL DATE INJTlAL ~'----+-'"'"'---'"""'"'--'==..,c....,_,c--'-"--------l---t----+-'-'I f$ 3 <.!I. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G· 1· 14 A17 r~,;;i~e ro<lir•g 1 9 AG ·, C .vg Aug , 1 : lorn Xr~f;· "DJAlflJ; '!!JJASIR; ''9..IA•MP, 119JAVIL l19JA1P1; 1'9JAGRD; 119]A8L.D; 119JAG-TX!; 119JAREC; 119JAC; ngJAN; 0114GGRD PALO VERDE ROB[RTSON RANCH PA 17 APP~' ·-:o_: _yEJL_ VM_ _Pf-._SK_I~~--/, ~ _qj~lt.>OC--1 - CITY NGINEER PE 41204 EXP 3/31/15 GATE DWN BY:~-- CHKD BY: ?i_~_ RVWD BY: PROJECT NO. C.T. 04-26 DRAWING NO. 453-8D 1 09 1,113 0 :E ...... G) 0 ~ -(J1 ~w C.,, I 00 0 NOTE.ti ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vERTICAL SURvEY CONTROL ©2013 O'Day Consultants, Inc. d " i;)fESSI ~ G1 Cl) ..... ,:., --i-.z <.:) ,,., \i! NO. 55381 !,) * * v''-1°,I; CIV\\. fie,*.._ < OF CA\.l<Cl r ( -~ l , .. ------· d d .. 2710 Loker Avenue Wes.t Suite 100 Corll!lbod, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com I I I I \ \ \ Civil Engineering Planning Proce,,ing Surveying 24.8 m \ \ _;~~"",T· ~1~ 7 IC~-12J.91 FL i c-:1 .,,.....;,2-,m,-;;<. I'> 1 ~ -~~ I \><. ;,-1..,--=:, \ @ !% MIN. 3A ,--PAO= 125.1 7 3 \ PAO= 125.6 FF=f25.85 J" PVC 2CR ----" FF--/26.35 @ 1% MIN. 'AO= 126.4 "f'.-121. 15 ' 1· Pvc~-, 1\ ~\......-~5,lo'1-' \ ,_...5.0 @!%Ml. .... ~ . , \ ------· i \ ~ ,/ \~ -\-; 1HP \ .-\ ~ "'· .c.-- -=~. \-=nr1 ~ "'-51),0<l ~ 120 PA0-/24.6 FF-125.35 J!_ )~- J" PVC \ @ 1% MIN. ' ' ~\® PA0-12J.9 FF;../24.65 !8 Gu ~ PAO=ff9.0 FF-ff fJ-:75 , ' , ' ' ' ' ' ' ' ' ' ,, ' / ' ' ' ' ' @, ,,,, 4C , J' PVC/ \ @ 1% MIN. ' 0 , w ® ,,1 ' ~p PAO= f 17.8 ,,f'(=/18.55 ✓'@79 @ 1% \ ~,Q , PAO=l/9.8 ~~ ~'(' \ 78 -FF=/20.55 - \ 3B ~ ~ ' ,1G .. /,... )\ ', 's.B \\, /,/ &-\ ,,,PAO-122.2 1192 IG \FF-122.95 ,> BFP / ~ '=- \ ---0, \ ' ~ ~ 1/"f>.d ~ 1/ / < NOTES !. SEE T'rPICAL LOT ORA/NACE DETAIL ON SHEET 2. 2. SETBACKS SHO/lf,/ ARE MEASURED FROM BUILDING FOUNDA TJON. 3. RETAIN/NC WALL PER DHC ,f5J-8A. INSTALL SUBDRAIN PER DETAIL '.4' THIS SHEET AT IX MIN. FALL. ,f, INSTALL J" PVC SCHEDULE 40 THR()IJCH RETAIN/NC WALL FOR SUBDRAIN ()IJTL£T, PER SDRSD C-8. 5. DEEPENED FOOTINGS AT FIREPLACE POPOUTS PER SOILS ENC/NEER RECOMl,/ENDA TION. 6. SEE TYPICAL LOT ORA/NACE DETAIL ON SHEET 2. 7. SETBACKS SHOlt/V ARE 1,/EAS/JRED fROl,f BUILDING F()IJNOA TION. o' 5' 20' 10' 40' SCALE: 1" ~ 20' 1 SHEET 8 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 13 t-------t------t----------------il----+------+---t------; PR CISE GRADING PLANS FOR· C.D. I-II P.UD. 06-0f,/A DESIGNED BY: A.B., J.E .• LS. DATE: JANUARY 2013 DRAWN BY: G.M .• J.S .• LS. SCALE: AS SHOl'IN PROJECT MGR.: T.C. JOB NO.: 11-0193 ENGINEER OF WORK: ~~d DATE: g/,;,.7 /, fl TIMOTHY CARROLL RCE: 55381 "AS BUILT" RCE EXP DATE REVIEWED BY: INSPECTOR DATE BENCHMARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE l't1:ll MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LE'iELS {NO. COUNTY 'iERT. CONTROL DATA) ELEVATION: 68.479 DATUM: US.C. J, G.S. NGVD 1929 __11//0 14 11:.- 6 '28 /J TC ADDED SHEETS 5 TO IJ DATE INITIAL E'.NGINEER OF WORK REVISION DESCRIPTION _; 1 4 rJA rec,~e n1d,rg 119 I\G B--d"'.I Aug . lrnn ~,~(~· '''UAlflj_ ''9JASlf( ··gji\'~AP: 119JA\J!l, 119JI\IP1, 1'9JI\CRD; 119JABLD: 11931\G-rxr: 11931\Rt'.C: 119.IAG; 119J/\il PALO VERO£ ROBERTSON RANCH PA I 7 ~ ~)C11'4=_~~~~· ~~--_'l~n~J - APP~' -o, _ Glj:_!!_ ~-V!'YJ.~fy;KI CITf NGINEER PE 41204 EXP. 3/31 /15 DATE PROJECT NO. DRAWING NO. C.T. 04-26 453-8D 1 091113 0 :E OJ G) O.i::a,. -01 -a. w C..., I OJ 0 I ~ NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL. ©2013 O'Day Consultants, Inc. I I I 2710 Loker A'.'enue We.st Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODoyConsultonts.com " -]3-re' • 1 <l --· ~ Ci11it Engina11ring Planning Processing Surveying ~ 84 ',, __ ~~5? PAO=l10.8 FF--/11.55 J" PVC @/ 2 BR / / -.r"". ~~ 'AO= I 09. 9 1-. ~ ❖"-~'? =110.65~@\.,. <ih , 1i~11fl. 7-) 09 ~\) ·~·-~ -'~ P.A. 18 A <1 A"' ~ a,,,_ (f'~ >rt-~ 'cP ~ . ,1 •oV, ~ / ~~ ,/ / ,5 CS'· l(}g_J 1/J ,'- 3; I. 6 \C>< /,/, ~ .'\ '7<; '-v ',: v 3 L'.l ;,..___ DESIGNED BY: A.B .• J.E .• LS. DATE: JANUARY 2013 DRAWN BY: G.M .• J.S .• LS. SCALE: AS SHO'l,t,i PROJECT MGR.: T.C. JOB NO.: 11-0193 "AS BUILT" RCE~~-EXP,-~~-DATE REVIEWED BY: TIMOlHY CARROLL DATE:o/2.'7/s RCE: 55381/ INSPECTOR DATE BENCHMARK / / DESCRIPTION: STANDARD M-10 STREET CENTERUNE M:ll 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: 68.479 DATUM: /J.S.C. &-C.S. NCVD 1929 ~ o· s· 20' 10' 40' SCALE: 1" ~ 20' ·111101/14 Tc'... 3 ADD COVf:RGD PA no' RFV!.Sic: ll·ZI· /,t JU LOT UNE l, 6 '28. !J TC AODED SHEETS 5 TO IJ DATE !NI TIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL · 0 0 4 /I r~c1se rading 9 A~ 9-. ~g ug . 1 a,..., Xr~fa: "9JAIPJ: 1'9JAS!R; "9JA).IAP: I19JAUfl; 119JATP1; 1'9JAGRD; \19JABL0; 119JAG-1XI, 119JAREC; 1\9JAG; ~19JAN CITY APPROVAL NQ'IES /. SEE T'fPICAL LOT DRAINAGE DETAIL ON SHEET 2 2 SETBACKS SHOIIN ARE MEASURED FR& BUILD/NC FOIJNDA TION. J. RETAIN/NC WALL PER DI/fl -15J-8A. INSTALL SUBDRAIN PER DETAIL if' THIS SHEET AT IX MIN. FALL. -I. INSTALL J' P~ SCHEDULE 40 THRO/JC/-/ RETAIN/NC WALL FOR SUBDRAIN OUTLET. PER SDRSD C-8. 5. DEEPENED FOOTINGS AT FIREPLACE POPOUTS PER SOILS ENC/NEER REC&MENDA TlON. 6. SEE T'fPICAL LOT DRAINAGE DETAIL ON SHEET 2 7. SETBACKS SHOIIN ARE MEASURED FR& BU/LO/NC FOUNDATION. 1 SHEET 9 CITY OF CARLSBAD SHEETS 13 ENGINEERING DEPARTMENT PR. C/SE CRADINC PLANS FOR: PALO VERO£ ROBERTSON RANCH PA 17 C.D. 1-11 P. IJ. 0. 06-0 UA AP PJJJ,,ED:;t'f:J½K·-J!J)LESK I _q/4Jf .J._ cr~EER PE 41204 E"'x=-p_--c3c-/;-cc3-,--1/-,,-1-=-5--offE DWN BY: --~-PROJECT NO. DRAWING NO. CHKD BY: ~ C. T. o•,t 26 45,J-O'D RYWD BY: • , .,.-U, 1 091113 C :E CD G) 0.i:i,. ...... 01 ~w (..J I 0, C NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL. ©2013 O'Day Consultants, Inc. --== 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-93 I -7700 Fox: 760-931-8680 ODoyCon,ultont:!l.com Civil Engineering Planning Proce,,ing Surveying I l 0 v· ~ . ~ 21 1BR \ ,, ------PAO=IJJ.7 Ff.-134.45 j.\S1. J" PVC @ /% MIN. DESIGNED BY: A.B .• J.E .• L.S. DATE: JANUARY 2013 DRAWN BY: G.M,. J.S,, LS. SCALE: AS SHOWN PROJECT MGR.:---"'T.C"--. _ JOB NO.: 11-0193 ENGINEER OF WORK: ~Cd TIMOlHY CARROLL DATE: f!/;1..1/0 RCE: 55381 ,*~~ \ \ J" PVi \ @!¾Ml.. \ \ ,,,-{iij , Q9 PAO=IJJ. FF:.. 134.4. '~ X /46_4 ,0 f !l,· \''1; GS~ • ?~ ..._____,,,i i 1J,, W'}, ~ PA0=/33.1 Ff'.-133.85 "AS BUILT" RCE __ _ EXP----DATE REVIEWED BY: INSPECTOR DATE C BENCHMARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE ltELL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER's STAT/ON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEI/ELS (NO. COUNTY 1/ERT. CONTROL DA TA) ELEVATION: 68.479 DA TUM: /J.S.C. rk G.S. NGVD 1929 ,;?'tc:.,~ ~;; \ ~ ~,(' ' - .. tt11 st£ sr\ NOTES f. SEE T'rP/CAL LOT DRAINAGE DETAIL ON SHEET 2 2. SETBACKS SHOIIN ARE NEASURED FROM BUILDING FOUNOA TION. J. RETAINING WALL PER owe 453-BA. INSTALL SUBDRAIN PER DETAIL :4' ll/lS SHEET AT IX MIN. FALL. ,f.. INSTALL J' PVC SCHEDULE 40 ll/ROIJCH RETAINING WALL FOR SUBDRAIN OUTLET, PER SDRSD C-8. o· \ \ \ 5' I ' I ~ ~ 20' 5. DEEPENED FOOTINGS AT FIREPLACE POPOUTS PER SOILS ENGINEER RECOMNENDA TION. 10' 40' 1Tl1ol1<1 Tc_ 6. SEE T'rPICAL LOT DRAINAGE DETAIL ON SHEET 2 SCALE: 1" = 20' 1. SETBACKS SHOIIN ARE NEASURED FROM BUILDING FOIJNOA TION. 1 SHEET 10 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 13 PRECISE GRADING PLANS FOR: C.D. /-If P./J.D. 06-0UA PALO VERDE ROBERTSON RANCH PA 11 1-----1-----t---,B;eaL.[)'.;,=-25==, R[Vi SE__ LDT LJ NE'.. ! j-1-----+---1 /!Ll4-----3,LP/_£.J___ 1 3 ADD CDV£P,f1) PATI05 ROTATE /f,lt✓l<I U> JJ,Z,$•1':L APPR~V~: ~x::.·a~0J'.E?,_I ----A J,At'f2 SE.TE'lPLKS· ADD wAL.LS CITY ~ GINEER PE 41204 EXP. 3/31/15 DAfE r6~Z~6~/~Jci---~~c---r~~A~a~~=o~s~~=E~TS,_5::--::cro-,~J---------1----;---~-rq7r;/JI_ v ;;;::::::::::;;:::::==:=:::::;-;:::=========:::;-:=====: /.'l OWN BY: -.e;---PROJECT NO. DRAWING NO. OA1E IN111AL DA'IE INl11AL DA1E INITIAL CHKD BY: .,,!//f)__ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL RVWD BY: C. T. 04-26 453-8D Ol" 14 ~Al Pre<:ise rudmg 119 1 d~g Aug , 1 .Ci3prn Xref't "'93AIPJ; .,95A"im: "9Jfl',MP: 119..IAUlL 1193/\!Pl: 1'9..IAGRD; 119JABLD: 119JAG-rxr: I19..IARC:C: 119..IAG: 1'9..\A)i 091113 ' i!1 I ;ti IWI\. !JI • I 11 I k,,----, .2 ,r; IOlJl fl • . 116 48.92' 50.18' "' • ,... I" "' 19 {!0156 rs I I I J • . • 8• p SE R PER 45J-8 8• p WA /ER PER 45J-8 I I I I I ·--1 d~D 1.----- PAO=IO.J.9 Ff.-104.65 3• PVC fJ IX MIN. fll.J.J f/)R.6 5.0' ' ' . ----,... - 5().00 I V - so.rXJ' RfTA/NiNG L-_:.+-t-1 IM'l RfLOCA7f EXIST. ... wAU PER cONNECT ro .___ c~CT TO\ I SiJBOf/AIN ,;l\\J 1~:_j;;;;;;,;;C-~6~ii,:-,l ((XI.ST._ 9:_r~A/N _ NOTE!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROl. ~ EXIST. SIJBf}RAIN \ B[H//11) c:=-u, . ' ~ Ess, A '"' "' -----0 . f'ii \i NO. 55361 fil * * Civll Engineering Planning Pracessiri11 Surveying ©2013 O'Doy Consultants, Inc. J'q~ CIVIi. 'a$>~ OF CA\.l~w:, 2710 Loker AYenue We9t Suite 100 Corlsbod, California 92010 760-931-7700 F'ox: 760-931-8680 DOayConsultonts.com gO" RCP STORM RAIN @!!{!)_ PER 45J-8 ?12!.J BVC 99.21 r, /SI%_ • -27 CONNECT TO EXIST. J 5J-8 (T ~ UND£RORAIN PER D_WG_.__.__,, 3• PVC \ @ IX MIN. s.o· 1\ \ s.o· , . ' . l---~--11 ~cc: -=:.,,.a ' HP L -. ~ \oJS fl /46" 50-:.oo· ' 5().00 - C()Nli£CT TO EXIST. SiJBDIIAIN DESIGNED BY: A.8., J.E .• LS. DATE: JANUARY 2013 DRAWN BY: G.111., J.S .• LS. SCALE: . AS SHOWN PROJECT IIIGR.: T.C. JOB NO.: 11-0193 ENGINEER OF WORK: --;;--:-~-4 TIMOTHY CARROLL DATE:f:?$:;:,/tJ RCE: 55381 RfLOCA If [XIST. ~- su8()11AIN 8£HINO WAI.L SEE SHEET 11 "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR 12• MIN 2;.s-/::;: --.;;:-.J 7----- / -1 • . I RNISH[O GRAD£ DATE DATE f // .;, I / ~:==---0 -C~• -;;;;TORM DRA! I I [ f ~ i06lB r , I I I v"--~., ,,, 1 R 4,-8 I 1'~ L LK {) //XJ.fJJ. , Q;) ~ ~ ~ ~ v5 100 RETAIN/NC WALL NOTE: L---+--MIRAFI 1/0 Fil !ER FABRIC I I 'i\ 2/J H H I \,. \_---''----:-~:;:' ,--J----+-,,. OJA PERFORA fE1) I ~ ABS OH ADS PIPE I>-,, I I DRAIN,,. PERFORATED PIPE O IX MIN. DETAIL ti' -EX/SllNC RETAIN/NC WALL ORA/NACE NOT ff) SCALE 21 ~~ PER --~ ~' 'I:'~ ., ..... , ._:;~ . : ·:: .r ; ,?, ... ;•:', <·. ' I I I I 153 3BR BENCHMARK ~~,,\ DESCRIPTION: STANDARD 111-10 STREET CENTERLINE WELL MON//MENT LOCATION: CENTERLINE OF El CAMINO REAl AT ENGINEER'S STATION -154+92 PER R.S 1800-1 ' I I I I RECORD FROM: COUNTr BENCH LEITTS (NO. COUNTr 'fERT. CONTROL DATA) ELEVATION: 68.,,79 OAT/JI,/: II.SC. <I-G.S. NCVD 1929 -95 /(J/.i ,r; I .2 fl NOTES I. SEE T'rPICAI. LOT ORA/NACE /JETA/l ON SHEET 2. 2. SETBACKS SHOIIN ARE MEAS/JREO FRO/,/ 81.111.[)/N/; FOIJNOA T/ON. .l RETAIN/NC WALL PCR 0111, "5J-8A. INSTALL S/J80RAIN PER /JETA/l ~' THIS SHEET AT IX MIN. FALL "· INSTALL J" P~ SCHEO/llE l() THROIJCH RETAIN/NC WAi.L FOH S/J8DRA/N 0/JllET, PCR SIJRSI) C-8. 5. /JEEPENEO FOOTINCS AT flREPI.ACE P(K'OIJTS PER SOILS ENGINEER RfCOl,fli/ENOA llON. 6. SE£ TYPICAL LOT ORA/NACE OETA/l ON SHEET 2. 7. SETBACKS SHOltN ARE MEAS/IRED FROII 8/JllJ}/NC FOIJNOA T/ON. o· s· 20· --- 149 PAD-908 10· 40" SCALE: 1" = 20' 1 SHEET 12 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS 13 PR. C/SE GRAD/NC Pt.ANS FOR: c.o. 1-11 P. IJ.O. 06-0UA PALO VERO£ ROB£RTSON RANCH PA 17 DATE INITIAL ----+------I--.J2Ll'fL2___j_!c'll/l'.:_j DWN BY: ~--PROJECT NO DA IE INITIAL DATE INITIAL CHKD BY: ~-_ . DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 04-26 453-8D ENGINEER OF WORK REVISION DESCRIPTION C: 01·01~ /11 reci~e-,ru i119 11 A -CC1.dwg A~g 27, 2013 7:26orn ~refs· 17 93A 11'3: 1193ASTR; 1 · 93AI.IAP: 119~ALJTL: 1193A TPl; 1 · 93AGR); 1193/1B_D; 1193/\G---XT: • 19JAREC; 1193AG; 1 • 93A~ 0' 14G::RD 1 091113 I \\ y,.f1l ·1 I .. ·. -. · .. ·1· ·: :_:, : . ' . . NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTRCl, ©2013 O'Day Consultants, Inc. - SEE SHEET 5 ' 12 I I 1XCR ~ !\ ,r5.9 ,r; /fJ.92 FL 1 5.0' \~ ..., \~ ~ 115.0 ,r; ·-TJ.8f 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-9.:51-7700 Fmc: 760-931-8580 ODayConsultonts.com Cil1il Engineering Pkmning Processing Surveying 18 \~ 18" RCP STORM DRAIN \l PER 453-B \'i DESIGNED BY: A.8,, J,E,, LS, DATE: JANUARY 2013 DRAWN BY: G,M., J.S,, LS, SCALE: AS SHOWN PROJECT htGR.:_,_.,T.C~. _ JOB NO.: 11-0193 ENGINEER OF WORK: __-: Ct(__ n~L RCE: 553B1 8"P B"P \i ~- ' \ (S 1•,'/ A -~-------- @ PA0=115.0 !t=11-5,.75 ' ' / J" p ,' IX Mi, ' ' ' ' ' ' ' SE~R PER 4 J------- WA T[R PER 4 J-8 ~ 1 1/4,5 I I I J.f, .,. 3• PVC @ 1% M/N. I 37 -................... ____ _ ......._ ----, EXIST/NG -1• SO P£H OWG -153-8 rr.-r15.25 1 c- ,' / l'AO.: ff"- J" P vc@ / U7-¼IS ff'=,r1f./.75 IX MIN. 1 ' • Pvc,'g IX Ml, I ' ' ' ' --JK......... /,~ (69\ 1·1 1C!!J PAO=f 1-1.5 f'f':..115.25 / PAO=lfJ.6 FF 1 f,I.J5 "AS BUILT" BENCHMARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE itELL MONUMENT EXIST/NG I RETAINING WALL PER OWG -15J-8A ~ l.J IJ. l,p PAO=IJ2.6 ff:..fJJ.J5 ~ ~,() J I 12• MIN FlNIS/1£1) CHAO£ COI.IPACTEO ;dit/ 'ACKRl.l-...-1---J/~• Cl/1/SllilJ "==~~~~~~-----,,;"--G'i'Al.fl 1-----11 -------7 I ' . I I I -+---MIRAFl f.10 RETAINING WALL I I'/.\ 2/J H H Flt T[R FABRIC I ~ i_ _ __!--~~-f-+-,• DIA PERFORATEO I :(;; ABS OR ADS PIPE NOTE: 1~' I I ,. DRAIN ,1• PERFORA lE1J PIPE • IX MIN. DETAIL if' -EXISTING RETAINING WALL OHAINAG£ NOT TO SCALE NO'!ES I. SEE TYPICAL LOT DRAINAGE 0£TA/l ON SHEET 2. 2. SETBACKS SI/OWN ARE IIEAS/IREO FROM 8/11/J)/NG FO/JNDA 7/0N. l RETAINING WALL PER DltC 45J-8A. INSTALL S/IBORAIN PER 0£TAIL ;.• TMIS S/IEET AT IX 1,1/N. FALL ,t. INSTALL J" Plot' SCHEO//LE -IO TMRO/IGH RETAINING WALL FOR S/180RAIN OIJT/£T. PER SDRSD C-8. 5: DEEPENED FOOT/NGS AT FIREPLACE P(POIJTS PER SOILS [NG/NEER R£COMMENOA 7/0N. 6. SEE TYPICAL LDT DRAINAGE 0£TA/l ON SHEET 2. 1. SETBACKS SI/OWN ARE MEAS/JR£/} FROM 8/JllOING FOIJNOA 7/0N. o· ,· 20· 10' 40' SCALE: 1'' ~ 20' 1 SHEET 13 CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEElS 13 PRECISE GRADING PLANS FOR: C.O. I-If P./J.D. 06-014" PALO VERO£ R08£RTSON RANCH PA f 1 1 RCE __ _ EXP. __ _ DATE LOCATION: CENTERLINE OF EL CAMINO REAl AT ENGINEER'S STA 7/0N 454+92 PER R.S 1800-1 l---+--+--------------1-----1----1---1---~ APPR~: G¼ K. V~.,:ZKI r.--+----1 CITY~R P~04 EXP. 3/31/15 RECORD rROM: COUNTY BENCH LEITTS {NO. COUNTY 111:RT. CONTRa DA TA) ELEVATION: 68. ,t79 DA T/JM.' U.S.C. ct G.S. NGVD 1929 REVIEWED BY: TC Af)[)£J) SHEETS 5 TO IJ INSPECTOR DATE DA TE INITIAL ENGJNEER OF WORK REVISION DESCRIPTION PROJECT NO. C.T. 04-26 DRAWING NO. 453-80 G 011014,PAH ;:,recis~Grading 1193AG·,3-CC1.dwg Aus 'J7, ?013 7·253m >-'.refs 17 Y3A TP3, 11 93AS m: . '93AMAP: 1193AUTI.: 11 93A TP1. 1· 93AGRD: , . 93AELD: 1193A~-TXl: 1193AREC; 1193AG: 1193A!>./· 0114CGRD