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HomeMy WebLinkAboutDWG 457-8A; CT 07-05; LA COSTA GREENS NEIGHBORHOOD 1.3; 01-12i GRADING NOTES (IN ADDlnON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CA/?l.SBAD MUNICIPAL CODE, RESOLUTION OF CONDl110NAL APPROVAi., CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAJN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RU/EVE THE DEVfl.OPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPll_ Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY P£RMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDlnONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCI.JRRAfJCE OF LJABILJTY. 1HE INSURANCE COMPANY WRITING THE; POUCY MUST HAVE A RATING OF ~-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLtSS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARIMENT. 6. NO WORK SHALL BE COMM£NCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AG£NCIES. 7. APPROVAL OF THESE PLANS BY THE CITY £NG/NEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE Till_[ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REn.ECT AS-BUILT CONDl110NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 1 1. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. I 2. WHERE TRENCHES ARE WITHIN CITY fASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIUD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING a.I YS OF TH[ COMPLETION OF FIUD TESTS. I J. A SOILS COMPACTION REPORT AND COMPL/ANC[ VERIFICATION R[GARD!NG ADHER£NC[ TO RECOMMENlHITIONS OUll_/NED IN THE SOILS REPORT IS REQUIRED PR/QR TO THE /SSL/ANGE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL £NG/NEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN TH[ FIUD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8[ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANQ.IRD SPECIFICATIONS AND THE " fARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVF;STIGATION. ll-\lLY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. I 4. A eR[CONSTRUCUQN Mm/NG SHALL BE Hf! Q AT THE SITE PRIOR ro THE BEGfNN!NG Of WORK N/0 SHAI I BE AUENDFQ RY All REPRESENTATMS RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER AS&C~ OF THE WORK, IJ-I[ CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETIN BY CAWNG THE INSPECTION LINE AT (760) 4J8-J891 AT LfAST FIVE(5) WORKING lHIYS PRIOR TO STARTING CONSTRUCTION. THE: CONTRACTOR WILL THEN 8£ CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A ll-\TE AND TIME FOR TH[ · PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAJLABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al L fNSe[COON REQUESTS O[H[R 11-IAN FOR PRECQNSTRUCDQN MEITING WU L RE rt§Ji f]s_fiJ:.iseru:r:ttS&r 74t§rURaF&f&W:o Rff~gfro 'j~Jo tL. ON TH[ lHIY BEFORE TH[ INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU R[QUEST OTHERWISE. REQUESTS MAD[ AFTER 2:00 P.M. WILL 8[ SCHEDULED FOR TWO flJLL WORK lHIYS LATER. 16. THE OWNE:R AND/OR APPLICANT THROUGH THE DEVEl.OPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAJN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLU Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi., STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAl'IS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY £NG/NEER AND/OR CONCERNED AG£NCY SHOWING TH€ DE~/GN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH[ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCH[S FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PWI VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. T/ll_E 8 CALIFORNIA ADMINISTRATIVE CODE, TI-IE PW/ SHALL Bf PREPARE;Q BY A COPY OF THE OSHA & ~H8~. BE SUBMITTED TO THE INSPECTOR PRIOR TO 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCATION FOR BLASTING PERMIT WELL IN ADVANCE: OF THE SCHEDULING OF BLASTING OPERATIONS. I 9. IF ANY ARCHAEOLOGICAL RESOURCES AR[ DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPE;RAOONS WILL CEASF; IMM£DIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL 1J-/[ PERM/TT£[ HAS R[CEIVED WRITTEN AUTHORITY FROM THE CITY ENG/N[ER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT TH[RETO, INCLUDING WARMING UP, REPAIR, ARRNAl, DEPARTUR[ OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT. CONSTRUCTION [QUIPMENT AND ANY OTHf:R ASSOCIATED GRf\0/NG EQUIPMENT SHALL BE LIMITED TO TH[ PERIOD BETWE[N l:00 AM. AND SUNSET EACH DAY, MONlHIY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPE;RATIONS SHALL 8[ CONDUCTED ON WEEKENDS OR HOLllHIYS. (A UST OF CITY HOl)lHIYS IS AVAILABLE AT THE ENGINEER/NG DEPAR1M£NT COUNTER.) 21. ALL OFF-SIT£ HAUL ROUT£S SHALL Bf SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING OAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAJNED FROM, AND WASTE MATERIAL SHALL 8[ DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR @,'rftf RESPONS/81.'sftffusANY Df~S OR OAMA~E occuzwNG AWNG THE HAUL _OU_~R ADJACENT___ AS _ £SULT OF E GRAD/ __ OP[RATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES AR[ TO 8[ REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL .AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN TH[ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ON[ PERCENT SLOP£. 25. THES[ PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY £NG/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL Bf TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS S[CT/ON. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE RfMOVED AN/) DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL 8[ IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) ll-\YS OF THE TIME WHEN EAQL_SLOP[ IS BROUGHT TO GRAD[ AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANL/Al, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ---➔ AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. I 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACT6RS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEME:NT PLANS A~ REQUIRED FOR THIS WORK IN ACCORQ.INCE WITH TH[ LANDSCAP[ MANL/AL TIME fEQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE '. PIPE WITH A MINIMUM 0-LOAD OF 1,J50. FOR PRNATE STORM DRAIN PIPES, 1/P TO 15" PVC MAY B[ UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANq BACKFILLED WITH J/4• ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS fSIM STANQ.IRD JOJ4 FOR SOR J5 SOLID WALL PIPE. I . JI. WHER[ AN EXISTING PIPE LINE IS TO BE A8ANDON£D AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN fMNTY FEET OF BUILDING OR STREET ARfAS AND REPLACE:D WITH PROPERLY COMP~CTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR R OVED AS APPROVED BY THE CITY ENGINE£R. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF A L EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PR ECT SITE sumCIENll_ y AHEAD OF GRADING TO PERMIT THE: REVISION OF TH GRADING PLANS IF IT IS FOUND THAT TH[ ACTUAL LOCATIONS ARE IN CONn.lCIT WITH TH[ PROPOSED WORK. JJ. TH[ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COM[' 'AN/ES (SEE aaow) AT LEAST 2 flJLL WORKING lHIYS PRIOR TO STARTIN GRADING NEAR THEIR FACILJTIES AND SHALL COORDINATE THE WORK WITH A COM 'ANY REPRESENTATIVE. VALLECITOS WATER DISTRICT GENERAL NOTES , . 2. J. 4. 5. WATER LINES SHALL HAVE A MINIMUM COVER OF JIJ INCHES. SFYIER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET. CONTRACTOR SHALL NOTIFY THE FOLLOWING A(;ENCIES 48 HOURS PRIOR TO CONSTRUCT/ON. A VALID UNDERGROUND SERVICE ALERT TICKET SHALL BE ON FILE. VALLECJTOS WATER 0/STRICT. ...................................................... 1-760-744-0460 COX COMMUNICATIONS ................................................................ t-800-227-2600 SOr;&;E. ........................................................................................ 1-800-227-2500 PACIFIC BELL.. ............................................................................. t-800-227-2600 UNDERGROUND SERVICE ALERT. .................................................. 1-800-227-2600 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE Pl.ANS OR NOT, ANO PROTECT THEM FROM DAW.(;E. THE ACTUAL LOCATION ANO DEPTH OF ALL EXISTIN(; WATER ANO SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROU(;HT TO THE ATTENTION OF THE ENWNEER OF WORK FOR CORRECTION ANO THEN SUBMITTED TO THE DISTRICT FOR .APPROVAL. NEITHER THE EN(;INEER, OWNER NOR THE VALLECJTOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. A PRECONSTRUCTION CONFERENCE MEETIN(; SHALL BE HELO A MINIMUM OF THREE (J) WORKING DAYS PRIOR TO CONSTRUCTION. UNDERGROUND SERVICE ALERT SOG&:E PACIFIC BELL ~ 800 422-4/JJ 800 660-7J4J 800 892-012J IJ. A SIGNED SET OF Pl.ANS DOES NOT IMPLY THAT CONSTRUCTION W-Y 8E(;IN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT EN(;/NEER/N(; DEPARTMENT TO CONFIRM. TIME WARNER CABLf COX COMMUNICATIONS CITY OF CARLSBAD(STREETS &: STORM DRAIN) 'CITY OF CARLSBAD(SEWER, WATER &: RECLAIM[D WATER) "VALLEC/TOS WATER DISTRICT !760 4J8-7741 760 806-9809 760 4.34-2980 7. ALL WORK DONE IN OR NEAR VALLECITOS WATER DISTRICT FACILITIES SHALL 8[ DONE ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS OF THE VALLECJTOS WATER DISTRICT. J4. PERMIT COMPLIANCE REQUIREM£NTS: l 760 4.38-2722 760 744-0450 A FOR CONTROLLED GRADING -TH[ APPLICANT SOILS ENGINEER, AND/OR GEOLOGIST TO OBSERVE AND CONTROL THE WORK IN CARLSBAD MUNICIPAL CODE. IRES A CML ENGINEER, t;IVE TECHNICAL ADVICE, ROGRESS {15.16.120 A.BJ 8. VA OF Ml -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA TH[ PROJ[CT INSPECTOR. {15.16.120 A 10/ CARLSBA MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION cpNTROl, SLOPE PLANTING AND IRRIGATION AR[ INSTALLED IN ~CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAI SAMPLE OF COMPL/ANC[ LETTER FROM CITY ENGINEER/NG DEPARTMEl T). (2) AS-BUILT GRADING PLAN. (J) RfPORT FROM THE SOILS £NGIN ER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIF;S, A STATEMENT AS TO THE EXPANSIVE QUALITY OF TH[ S()ll, AND SUMMARIES OF FIUD AND LABORATORY TESTS. TH~ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOIL:; ENGINEER THAT THE GRADING WAS DONE IN ACCORQ.INCE WITH I THE REQUIREM£NIS AND RECOMMENQ.ITIONS OUT11NED IN THE ~REL/MINARY SOILS REPORT AND ANY SUPPLfMENTS THERETO. I ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. I 8. 9. PRIOR TO CROSSING EXISTING WATER OR SFYIER FACILITIES, CONTRACTOR SHALL SUBMIT EQUIPMENT SPECIFICATIONS. WE/(;HT ANO OEFlECTION CALCU~TIONS FOR .APPROVAL. CONTRACTOR SHALL VERIFY ANO REQUEST CONSTRUCTION WATER SOURCE AND AVAl~BILITY PRIOR TO STARTING OF GRADING. 10. STATE HEALTH DEPARTMENT REQUIRES CERTIFIED BACKFlOW DEVICES ON ALL HARD PLUMBED CONNECTIONS TO DISTRICT CONSTRUCTION METERS. 11. ACCESSIN(; OR WORK/N(; WITHIN VALLECITOS WATER DISTRICT EASEMENT REQUIRES INSPECTION. t 2. DISTRICT SHALL ASSl(;N AN INSPECTOR FOR (;RADIN(; JOBS WHERE DISTRICT FACILITIES ARE IMPACTED. IJ. A B~ST/NG PIAN SHALL BE SUBMITTED FOR DISTRICT .APPROVAL PRIOR TO THE USE OF EXPLOSMS NEAR DISTRICT FACILITl[S. STORM WATER POLLUTION PREVENTION GENERAL SITE MANAG[M[NT REOU/RQmlTS THE FOLLOWING GENERAL SITE MANA!,EMENT REQUIREMENTS SHALL BE ADHERED TO THROU(;HOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND): , . 2. J. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KIRK PHILO AT (85ll,) 6Q,J-4.J57 DEVICES SHOWN ON CITY .APPROVED P~NS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING !NSP£CTOR. J5. UNLESS A GRADING P[RMIT FOR THIS PROJECT IS I ISSUED WITHIN ONE ( 1) YEAR AFTER TH[ CITY ENGINEER'S APPROVAi., THES[ PLANS MAY 8[ REQUIRED TO B[ RESUBMITTED FOR PLANCHECK. PLANCHECK FE£l WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT T/ll_ED VILLAGES OF LA COSTA "TH[ GR ENS~ PREPARED BY GEOCON JUNE 25, 2001 AND UPQ.ITE LETTER JUN[ IJ, 2005, SHAl,L BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ~CCOR/))JI/CE WITH TH[ R[COMMENlHITIONS AND SPE:CIFICATIONS CONTAJNED IN SAIDI SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORK/N(; ORDER TO THE SATISFACTION OF THE CITY EN(;INEER AFTER EACH RUN-OFF PRODUCING RAINFALL THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS W, Y BE REQUIRED BY THE CITY EN(;INEER DUE TO UNCOMPLETED (;RAD/NG OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH /MY ARISE. I HEREBY DECLAR[ THAT I AM THE ENGINE£R OF WORK FD THIS PROJ[CT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN O THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODI AND THAT THE DESIGN IS CONSISTENT WllH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGjNEER OF WORK, OF MY RESPONS/8/LJTIES FOR PROJECT DESIGN. . FIRM: HUNSAKER &: ASSOCIATES ADDRESS: 9707 WApt fS STREIT CITY, STATE: SAN DIEGO CALIFORNIA ~f3~,%w:-4500 ~DA BLALOCK l}\T[: '1/J.'J./08 R.C.[. N0.:~6=28=9=0 ____________ _ R[G/STRATION EXPIRATION Q.ITE: 0=6~/J=O~i~IO~----- SOILS ENGINEER'S CERTIFICATE 5. IJ. 7. 8. 9. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. (;RAOEO AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKJNG DAY Ill. ALL REMOVABLE PROTECTM DEVICES SHALL 8[ IN P~CE. AT THE ENO OF EACH WORK/NC; DAY WHEN THE FM (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407') SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL, ALL (;RAVEL BA(;S SHALL BE BUR~P TYPE WllH J/4 INCH MINIMUM A(JGREGATE. ALL (;RAOED AREAS MUST HAVE EROSION CONTROL PROTECTION BEST MANA!,EMENT PRACTICE MEASURES PROPERLY INSTALLED. 10. ADEQUATE PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED ANO W-!NTAINEO. 1 t. ADEQUATE SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND /MINTA/NED. 12. ADEQUATE MEASURES TO CONTROL OFFS/TE S£DIMENT TRACKING MUST BE INSTALLED AND W-INTA/NED 1 J. A MINIMUM OF 1257' OF THE 1M TERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTM MEASURES TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS A/READY PROTECTED FROM VICINITY MAP CITY or OCEANSIDE HIGHWAY la \IE CITY or ENCINITAS CITY or VISTA PROJECT SITE ,p~ CITY or ~-,.4 SAN MARCOS RAINY SEASON SITE MANAGEMENT REQUIREMENTS (OCTOBER 1 -APRIL JO) TH[ FOLLOWING RAINY SEASON SITE JMNA(;EMENT R[QUIREMENTS SHALL BE AOH£REO TO THROUGHOUT THE RAINY SEASON DEFINED AS 8£GINNING ON OCTOBER t OF ANY YEAR ANO EXTENDING THROUGH .APRIL JOTH OF THE FOLLOWING YEAR: ,. 2. J. 4. 5. IJ. EROSION CONTROL PERIMETER PROTECTION AND SEDIMENT CONTROL BEST IMNAG[METN PRACTICE MEASURES MUST BE UPGRADED IF N[CESSARY TO PROVIDE SUfflCIENT PROTECTION FOR STORMS LIKELY TO OCCUR OUR/NG THE RAINY SEASON. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE /MOE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY W-TERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. THESE BEST MANA!,EMENT PRACTICE MEASURES MUST BE /MINTA/NED THROUGHOUT THE RAINY SEASON. IF A SEL[CTED BEST W,NAGEMENT PRACTICE MEASURE FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REP~CED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS S#F TO DO SO. THE FAILURE OF A BEST MANAGEMENT PRACTICE MEASURE INDICATES IT WAS NOT AD[QUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REP~CEMENTS MUST THEREFORE PUT A MORE ROBUST BEST MANAGEMENT PRACTICE MEASURE IN P~CE. ALL VEGETATION EROSION CONTROL MUST BE ESTABLISHED PRIOR TO THE RAINY SEASON TO BE CONSIDERED AS A BEST MANAGEMENT PRACTICE MEASURE. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BEST MANAG[MENT PRACTICE MEASURES PRIOR TO A PREDICTED RAINSTORM. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTMLY GRADED MUST 8[ FULLY PROTECTED FROM EROSION IF LEFT FOR 10 OR MORE DAYS. THE ABILITY TO DEPLOY STANDBY BEST MAJ>/AGEMENT PRACTICE MEASURE W-TERIALS IS NOT SUfflCIENT FOR THESE AREAS. BEST MANAGEMENT PRACTICE MEASURES MUST ACTUALLY BE DEPLOYED. CONTINUED ON SHEET 3 WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING P~NS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON; AS DIRECTED BY THE CITY ENGINEER. CARLSBAD MUNICIPAL COD£ CITY OF CARLSBAD ENGINEERING STANDARDS. THIS SET OF PLANS. RESOLUTION NO. 6403, 6404, & 6405 DATED APRIL 2, 2008 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEOCON DATED FEB. 7. 2008. 1. 2. J. 4. 5. 6. 7. THE SAN DIEGO AREA R£GIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD ENGINEERING STANDARDS. 8. THE VILLAGES OF I.A COSTA MASTER Pl.AN £/R 98-07 & THE MITIGATION MONITORING & REPORTING PROGRAM. 9. STORM WATER POLLUTION PREVENTION Pl.AN. PREPARED BY: HUNSAKER & ASSOCblTES • WDID NO. 9 37C350676. DATED JUNE 11, 2008. 10. STORM WATER MANAGEM£NT PLAN (SWMP) 08-13. PREPARED BY.· HUNSAKER & ASSOCL4TES • DATED JUNE 11. 2008, I 1. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER BEST MANAGEM£NT PRACTICE,. CONSTRUCTION HANDBOOK AND STATE OF CA/..IFORNf"!, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION S/1£ BEST MANAGEMENT PRACTICES (BMP) MANUP1L. LEGEND OF ABBREVIATIONS TC GB BC EC HP LP FL TOP OF CURB GRADE BREAK BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW LINE DESCRIPTION SUBDMSION BOUNDARY RIGHT OF WAY LOT LINE ST RT LT FS N.T.S. TW TF STREET RIGHT LEFT FINISHED SURFACE NOT TO SCALE TOP OF WALL TOP OF FOOTING LEGEND STD, DWG, EASEMENT LINE EXISTING STORM DRAIN STORM DRAIN PER IMPROVEMENT Pl.ANS DWG NO 457-8 SPOT ELEVATIONS EARTHEN SWALE CUT /FILL LINE DAYLIGHT LINE SLOPE EMBANKMENT (2: 1 MAX.) PUBLIC UTILITY EASEMENT EXISTING CONTOUR FINISH CONTOUR PAD ELEVATION CUT/FILL RETAINING PI.ANTABLE WALL WITH DITCH (PER $£PARAT[ APPROVAL) RETAINING WALL (PER SEPARATE APPROVAL) BUILDING NO LOT NO P[R FINAL MAP 4• PVC AREA DRAIN PIPE(i>RIVATE) 6• PVC AREA DRAIN PIPE(PRIVATE) 8" PVC AREA DRAIN PIPE(PRIVATI:) AREA DRAIN INLET ( PRIVATE) AREA DRAIN CLEANOUT(PRIVATE) • NUMBER OF R/S[RS CONCRETE STEPS. HEIGHT OF RISERS (INCHES} 6' SOUND WALL (PER SEPARATE PERMIT) FENCING ON SHTS, 7-9 FOR INFORMA[ION ONLY WOOD FENCE CHAIN LINK FENCE TUBULAR STEEL FENCE MASONRY WALL PII.ASTER HIGH CURB INLET CLEANOUT C.I. c.o. RCP C.B. EVC BVC FG REINFORCED CONCRETE PIPE CATCH BASIN END VERTICAL CURVE BEGIN VERTICAL CURVE FINISHED GRADE SYMBOL -------- ~ -0-~ CUT ,.,.-_,.,. --.... ----o--FILL _ _i_li_ __ :=y_::C"--.efu7,Y: ---1ao--- l 250 I -:f::--e--;f';; -- 34 LOT 5 4" PVC 6" PVC 8• PVC l!!I 0 ffi 0 0 0 0 vvvvvvvvvvv lZI QUANTITY 1,909 SF 191 SF 675 LF 874 LF 52J LF 48 EA 26 EA ENGINEER OF WORK I, SWAWN WEEDON , A REGISTERED (CMUGEOTECHNICAL) tNGINEfR OF THE STATE OF OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD off APPLIED SOILS MECHANICS, HEREBY OPINE THAT A SAMPLING AND STUDY OF TH[ SOIL l;ONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY GEOCON OR UNDER GEOCON DIRECT/Of,/ BETWEEN TH[ lHITES OF DECEMBER 05, 2006 AND FEBRUARY 7, 2008. TWO COPIES OF ,THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, f1AS BEEN SUBMITTED TO THE THE OFFICE OF THE CITY £NG/NEER. flJRTHERMORE, I HAVE RfYIEWED THESE GRADING PLANS AND OPINE TH T TH[ RECOMM£NDA TIONS INCLUDED IN THE SO/LI, REPORTS FOR THIS PROJECT EROSION US/NC; PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION TREATMENT CONTROL Bl.IP TABLE SUSMP PROJECT PR/QR/TY; MEASURES ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS W,/NTENANCE W,/NTENANCE REQUIREMENT. TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. FREQUENCY CUB~tl DAVID A. BLALOCK _1/.wos HAVE BEEN PffiTED IN THE GRADING PLANS AND SPECIFlrTIONS -m-,~ SIGNED:-"-':....,...._,!ll,L.J..<{L::::::="----=----'Q.ITE: Cf/~,,;;/ofs ~ ~\t Wk>~<''c'?,11 G.E.: £I Exp.~,~.::" LJCENSE EXPIRATION ll-\TE: 06/J0/09 * ~ . , y~ w~· ~172CH\{f~:i}' .. l OWNER'S CERTIFICATE 1 ~>!ili1•:s•~" I ( WE) HER[BY C[RTIFY THAT A REGISTERED SOIL$ I £NG/NEER OR G£0LOGIST HAS BEEN OR WILL BE RETAINED TO SUPE~ISE OVER-ALL GRAD N TH£ COMPACTION AND ~. TABILITY OF THI lHITE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AER/AL SURVEY METHODS BY METHODS BY SAN-LO AERIAL SURVEYS FROM INFORMATION GATHERED ON JANUARY JO 199 7 AND MASS GRADING PLANS CITY OF CARLSBAD DRAWING 442-7A. TOPOGRAPHY SHOWN H[REON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ! PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS DATE 14. THE OWNER/DEVELOPER/CONTRACTOR MUST HAVE AN .APPROVED "WEATHER TRIGGERED• CDS UNIT MP-51 VORTEX PRNATE BMP MA/NT. SHT 44,20!.~DWG ONE TIMM~NA. YEAR ACTION PIAN AND BE ABLE TO DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES f---'-A"'GR:..::EEi=M=EN.:..:T_+----'S=EP.=.ci<\ccRA=.cTO"'-R'--+------+--'-A"'GR:..::E.=EM=EN.:..:T_+-_~T'--v--t----'·---1 HUNSAKER & ASSOCIATES RCE NO 62891 EXP. 5/30/10 BENCH MARK TO COMPLETELY PROTECT TH[ EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NA T!ONAL WEATHER SERVICE}. ON REQUEST, THE OWNER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILJTY THAT IS ACCEPTABLE TO THE CITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL MEASURES MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/CONTRACTOR W-Y NOT CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BEST MANAGEMENT PRACTICE W-TERIALS TO PREVENT £ROS/ON OF SLOPES THAT HAVE BEEN COMPLETED. 15. UNLESS OTHERWISE SPECIFIED ON THE GRADING P~NS OR THE CONSTRUCT/ON STORM WATER POLLUTION PREVENTION PIAN DOCUMENTS, THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADE QUA TEL Y PROTECT PRIOR TO A PREDICTED RAINSTORM. IT 1M Y BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MEASURES IN AREAS THAT ARE NOT COMPLETED AND ARE NOT ACTNUY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE 0/SCRETJON OF THE PUBLIC WORKS INSPECTOR. LEGAL DESCRIPTION EXTENDED TC-22 EXTENDED DETENTION ff,S!N DETENTION BASIN PRNATE BMP W-INT. AGREEMENT n.OGARD INLET MP-52 DRAIN FILTER INSERT PRNATE BMP /MINT. AGR[EMENT REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING NO. - CITY OF CARLSBAD DRAWING NO. - CITY OF CARLSBAD DRAWING NO. - CITY OF CARLSBAD DRAWING NO. - CITY OF CARLSBAD DRAWING NO. - 397-2R 442-6 442-6A 442-7A 457-8 EARTHWORK QUANTITIES* 4 4 & 5 RAW CUT: 7,50J C.Y. * QUANTITIES SHOWN ARE FOR BONDING RAW FILL: 7,858 C.Y. ONLY AND ARE NOT TO BE USED FOR RAW IMPORT: 255 C.Y. BIDDING, BUDGETS OR OTHER PURPOSES. ONE TIME A YEAR MIN. SAN DIEGO, INC. DESCRIPTION: STD. STREET SURVEY MONUMENT THREE TIMES A YEAR MIN. PLANNING ENGINEERING SURVEYING 9707 Waples Street LOCATION: STA. 288+89 EC ON CENTERL/N[ San Diego, Ca 92121 PH(858)558·4500 · FX(858)558-1414 OF Et CAMINO REAL RECORD FROM: SAN DIEGO COUNTY ELEVATION: VERTICAL CONTROL J11.41 NC;VD 192!1 f!t4NNJ1!.fj,DEPARTMENT APPROVAL "AS BUILT" ~~~ DAnlOJb/08 ~BA .... t-'.t~~~ DON NEU. PLAN'1:NING DIRECTOR RCE <',,.2811 EXP. fJ1 1siG~) DATE:.ib/!-b/o't REVI.EWED .B.Y: /~ 0 11 rY' .-,-~. dt1 n RECOIIIIEIIDID BY: a. r, \:lol-'.--c_ (PRINT IIAIIE) INSPECTOR/ 1/zk.___ t,,, -30-12. DATE PARCEL 4 OF CARLSBAD MINOR SUBDIVISION NO. MS 05-05 LA COSTA GREENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN D/[GO, STAT£ OF CALIFORNIA, ACCORDING TO PARCEL MAP TH£R£0F NO. 20174, FIL[D IN THE OFFICE OF TH£ COUNTY BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA l---1----+---------------+---t---t----t---1 I SiET I CITY OF ·CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 12 RECORD£R OF SAN DIEGO COUNTY, D[CEMBER 20, 2006. COORDINATE SYSTEM -1983, ZONE f---+---+------------------t-----t---t---t---1 ROUGH GRADING AND PRECISE GRADING Pl.ANS FOR: PARCa NUMB[R =2~,J~--'-'~10~-..:.1~8~ ___ _ THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N -.JJa E--1§JS. VALLECITOS WA T£R DISTRICT IMPORTANT NOTICE S£CTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL 8[ VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT: VI, 1991.35 EPOCH, NORTH LA COSTA GREENS AMERICAN DATUM OF 1983 (NAD83), NEIGHBORHOOD 1.3 GRID BEARING BETWEEN STATION CLSB-153 AND STATION CLSB-070 AS SAID COORDINATES AR£ PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL TITLE SHEET OWNER COLR/CH COMMUNIT/£S 4747 MOR[NA BLVD. SUIT£ SAN D/£GO, CA 92117 (858) 490-2300 100 APPROVED BY:_/4,~. DATE: //1~/✓qJ FOR GRADING PURPOSES ONLY TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG NETWORK ESTABLISHED BY RECORD OF SURVEY MAP NO. 17271, FILED ."1-// IN THE OFFICE OF THE SAN DIEGO DATE INITIAL COUNTY RECORDER ON FEBRUARY 8, 1----~--< 2002. IE: N J6'47'12" W ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL i>Ai3 It\ ,4~-Btlll-T R: \ 051 O\JcEng \Rough (;roding \Rough and Preciso Grading 1. J\ 05 IORGO I .dwg[}Sep-22-2008: 15: I 0 APPROVED: DAVID ct)>'~ DEPUTY CITY ENGINEER PE 3308! OWN BY:~~-- CHKO BY·« RVWD BY,...,b~ve=-- PROJECT NO. CT07-05 DRAWING NO. 457-8A W.O. No. 2301-15 BIN : V.W.D. MAX 071292 I 121008 CJ ..a, :e 0 Ci) ..., .i::,. <J1 ..a, ..... N (» )> I I I 11 SHEET INDEX MAP INDEX MAP INQ~X MAP LEGEt:I._D SCALE: 1 "= 100' SUBO/VISION BOUNDARY -- SHEET INDEX STORM DRAIN [§]) NOTES & DETAILS SHEET 1-J RIGHT OF WAY GRADING PLAN SHEET 4-6 EASEMENT --------- PRECISE GRADING PLAN SHEET 7-9 STRE:ET NAME PRIVATE WAY "A" AREA DRAIN & PIPES SHEET 10-12 LOT NUMBER 30 0 60 120 180 ---~ SCALE 1 • = 60' /; SHEET NO. [1J I ' I I --- 24 ' ' ' ' ,,. •••• ,,.+- 2 \ ' ' 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 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 I I I I ) 2:1 6' 1' JJ' PR/VA TE ORI\£ (PUBLIC UTILITY ACCESS EASEMENT) 16.5' IMPRC\£MENTS PER OWG ND. 457-B (C.OP.PER . v/AY) /6.5' 6' 2:1 UNDERCUT A PORTION OF PR/VA TE WAY "C" (EAST OF PVT WAY ''.A", LOOKING EAST) SEE NOTES AT RIGHT NTS Jg' PR/VA TE ORI\£ (PUBLIC UTILITY ACCESS EASEMENT) 5.5' 9' PARKING 22.5' 15.5' 6' IMPRCVfMENTS PER IMPRCVfMENTS PER OWG NO. 457-B c,, OWG NO. 457-B 6" 111' __ == 27' == == == ¼ -_-=: _2" _ -_ =r=::rr'-2-"~'-....MJ2:'V<1 ::=:::~":= --=----=-------2· uNomcu_T_ ---6• 111'----< ll!JJShtll.i ~ ~ ~ ~'WI~ 7z1JJ;:?.''illlli ~ ~ UNDERCUT ( COP?f P. wA'/) A PORTION OF PR/VA TE WAY "C" (WEST OF PVT WAY ''.A''. LOOKING EAST) Sff NOTfS AT RIGHT 2:1 MAX 5' 1 24' PR/VA TE ORI\£ (PUBLIC UTILITY ACCESS EASEMENT) 12' IMPRC\£MENTS PER DWG NO. 457-8 12' 27' _..l!... -==---====== -----------2' UNDERCUT PRIVATE WAY "B"(TROIVAv/AYl SEE NO TES AT RIGHT 6' 2X - UNDERCUT JO' PR/VA Tf DR/\£ (PUBLIC unUTY ACCESS EASEMENT) 15' 15' IMPRCVEMENTS PER DWG NO. 457-8 7lll.B/i'll.li~~~ ~ PRIVATE WAY''A"ANDA 4.5' UNDERCUT 6' 111' NTS 2:1 l<IX. NTS MM&RP NOTES (DUST MITIGATION AND RAPTOR NESTING: PER 4.10-6: TEMPORARY DESALTING BASINS CAN ONLY BE REMOVED WHEN PERMANENT EROSION CONTROL LANDSCAPING HAS BEEN ESTABLISHED TO THE POINT THAT DOWNSTREAM EROSION AND SEDIMENT TRANSPORT MEETS REGULATORY STANDARDS. PER 4.4-248: IF OCCUPIED RAPTOR NESTS ARE PRESENT DURING GRADING AND CONSTRUCTION WHICH CREATES ADVERSE EFFECTS TO ACTIVE RAPTOR NESTS, INCLUDING NOISE LEVELS WHICH WOULD BE ABOVE 60dB(A) AT NESTING SITE, OPERATIONS SHALL BE RESTRICTED TO 200 FEET FROM ANY ACTIVE NEST. PER 4.9-4A: IN DISTURBED AREAS ANO ON MANUFACTURED SLOPES, APPROVED GROUND COVER SHALL BE REPLACED WITHIN JO DAY.5 FOLLOWING THE COMPLETION OF GRADING ACTIVITIES. B: AREAS GRADED RATTER THAN 6: 1 SHALL BE PLANTED WITH A COVER CROP OR COVERED WITH JUTE MESH IN CONFORMANCE WITH SECTION E.3-1.2-2. 1 OF THE CITY LANDSCAPE MANUAL. C: EXPOSED STOCKPILES (I.E. GRAVEL, SAND, ANO DIRT) WITH 5% OR GREATER SILT CONTENT SHALL BE ENCLOSED, COVERED, WATERED TWICE DAILY, OR APPLIED WITH NON TOXIC SOIL BINDERS ACCORDING TO MANUFACTURES' SPECIFICATIONS. D: AREAS BEING ACTIVELY GRADED SHALL BE WATERED TO REDUCE POTENTIAL FOR BLOWING OUST. E: ALL EXCAVATING AND GRADING OPERATIONS SHALL BE SUSPENDED WHEN WIND SPEEDS EXCEED 25 MPH AS MEASURED AT THE OCEANSIDE STATION OF THE NATIONAL WEATHER SERVICE. IT SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO ASCERTAIN AND RECORD DAILY WINO SPEEDS DURING THE GRADING PROCESS. THESE RECORDS SHALL BE AVAILABLE FOR INSPECTION BY THE PUBLIC WORKS INSPECTOR. F: ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS OFFS/TE OVER PAVED ROADS ARE TO BE COVERED OR SHALL MAINTAIN AT LEAST TWO FEET OF FREEBOARO (I.E., MINIMUM VERTICAL DISTANCE BETWEEN TOP OF THE LOAD ANO THE TOP OF THE TRAILER) IN ACCORDANCE WITH THE REQUIREMENTS OF CALIFORNIA VEHICLE CODE SECTION 23114. G: DUST EMISSIONS FROM ROCK CRUSHING OPERATION SHALL BE CONTROLLED BY THE USE OF WET-SUPPRESS/ON TECHNIQUES INCLUDING BUT NOT LIMITED TO: MISTING SYSTEMS ALONG THE CONVEYOR FEEDS FOR THE CRUSHER, WETTING OF STOCKPILES ANO CESSATION OF CRUSHER ACTMTIES WHEN WIND SPEEDS ARE IN EXCESS OF 25 MILES PER HOUR. WIND SPEED AND CRUSHER OPERATION RECORDS SHALL BE KEPT IN ACCORDANCE WITH MITIGATION MEASURE 4.9-4(E), ABOVE. H: PAVED STREETS OFFS/TE SHALL BE SWEPT AT THE END OF EACH WORKING DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PUBLIC PAVED ROADS (RECOMMENDED WATER SWEEPERS WITH RECLAIMED WATER) I: ACTIVELY USED UNPAVED ROADS, PARKING AREAS AND STAGING AREAS SHALL BE WATERED THREE TIMES DAILY OR NON-TOXIC SOIL STABILIZERS SHALL BE APPLIED TO THESE AREAS ACCORDING TO MANUFACTURERS' SPECIF/CATION. J: POSTED TRAFFIC SPEEDS ON ALL UNPAVED ROADS SHALL BE 15 MPH OR LESS. K: CONSTRUCTION ROADS THAT HAVE A TRAFFIC VOLUME OF MORE THAN 50 DAILY TRIPS BY CONSTRUCTION EQUIPMENT OR 150 TOTAL DAILY TRIPS FOR ALL VEHICLES SHALL BE SURFACED WITH GRAVEL OR OTHER MATERIALS TO REDUCE DUST. L: CONSTRUCTION ACCESS ROADS SHALL BE PAVED OR GRAVELED AT LEAST 100 FEET ONTO THE PROJECT SITE. MM&RP NOTES (GENERAL) PER 4.4-23 CONSTRUCTION STORAGE AND STAGING AREAS SHALL BE LOCATED AS FAR FROM HCP/OMSP AREAS AS POSSIBLE AND SHALL BE KEPT FREE FROM TRASH AND OTHER WASTE THAT MAY ATTRACT SCAVENGERS. FUEL MODIFICATION NOTES: ZONE A-1: I I I l..,, ', PORTION OF PRIVATE WAY "D" (J"ASPEI\ WA'f ANO (INNAeAR\.JAY) SEE NO TfS A T RICH T NTS •PLANTED WITH GROUNDCOVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3 FEET IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. •NO TREES OR SHRUBS ALLOWED. •ANY RESIDENTIAL STRUCTURES OR PORTIONS uF THE STRUCTURE INCLUDED BUT NOT LIMITED TO DECKS/PATIOS/BALCONIES SHALL BE FIRE RATED ANO MADE OF IGNITION RESISTANT CONSTRUCTION. •/RR/GATED. ' I PLANNING ENGINEERING SURVEYING ' ' ' ' I ' ' ' ' ' ZONE A-2: /c__----t---------------------+---___J •PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. I I I LOT SUMMARY LOT LOT AREA NUMBER (SF) 1 69,340 2 59,942 J 15,698 4 13,671 5 6J,2JJ 6 1,067 7 2,182 8 4,954 g 19,928 10 56,505 11 15,815 12 7,394 TOTAL 329,729 HUNSAKER & ASSOCIATES SA~ DIEGO, INC. 9707 Waples Street San Diego, Ca 92121 PH(858)556·4500· FX(858)558·1414 LOT AREA (AC) 1.59 1.38 0.36 0.31 1.45 0.02 0.05 0. 11 0.46 I.JO O.J6 0.17 7.57 LOT TYPE RES. RES. RES. RES. OS. OS. OS. OS. OS. STREET OS. OS. VALLECITOS WATER DISTRICT APPROVED BY:~ DATE: FOR GRADING PURPOSES ONLY 5.5' UNDERCUT 48' PR/VA TE ORI\£ (PUB/JC UTILITY ACCESS EASEMENT) JJ' 15' IMPRCVfMENTS PER DWG NO. 457-8 27' IMPROV[MENTS PER DWG NO. 457-8 ~I ~7l!Jk._JJ7l/.,~/lf./J;=::;:177<1.t~iz!J./,.._~fil.!....~lfl./J;::;--tlrfJ,;~ PRIVATE WAY "D" ENTRY (CINNA0AR v/A'I) SEE NO TfS AT RICH T 5.5' 2:1 111' NTS 5' 1' JO' PR/VA TE DRIVE (PUBLIC UTILITY ACCESS EASEMENT) 15' IMPRC\£MENTS PER DWG NO. 457-B 15' 27' 2%· ~76== -=--=+= ----,--------------6" 2' UNDERCUT 111' UNDERCUT~~L-----~===1cc--=~=~----_J lfi.l._l;:2'f!r0 ~l'!i-t..l;:fOc/r;i.1/ ~ ~ .. f '" 6" 111' A PORTION OF PRIVATE WAY "D" (CJNNA8.4RW4Y) SEE NOTfS AT RIGHT NTS •NO TREES ALLOWED. •/RR/GATED. ZONE A-3: •PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. • TREES ARE ALLOWED BUT SHALL BE NOT PLANTED CLOSER THAN 20 FEET APART. • IRRIGATED. ROUGH GRADING SECTION NOTES: 1. .., INDICATES ELEVATION AS SHOWN ON PLANS. 2. MINIMUM UNDERCUT IS 2.0'. ADDITIONAL UNDERCUT AND OVER BLASTING FOR UTILITY MAY BE REQUIRED, PER SOILS ENGINEER RECOMMENDATIONS IN FIELD. ROUGH GRADING SECTIONS t---+----+-----------+---+--1-------+-~~ CITY OF CARLSBAD I SH1£;2ETSI ~ ENGINEERING DEPARTMENT ,-------------------...r--1 --1 -----------------i-----i---1 -1 ---, ROUGH GRADING PLANS FOR: LA COSTA GREENS NEIGHBORllOOD 1.3 "AS BUILT" r---EN_G_I_N'TE_E_R_O_F_W_O_R_K_r--_ ..... B_E_N_C_H_M_A_RK--~ UQ..,,,BUL...,....__ ___ Jizlq_.,___~ · DESCRIPTION: STD. STREIT SURI-fl' MONUMENT RCE 6,;J..871 EXP. /2-30-12 DATE t---+---+-----------------t-----1---+---+--~ l~=c:=--:c::cc-c=::=='~~~~'::;~;;-r,;·n-r.-!./U/4v P.!1 :A •,i LOCATION: SOFTA.EL28Cl\81;~N90ECR,~qLN CENTERLINE ~~=;;:;o,;;;:-----:-;--;------------i----=----+-=--,--,--+J'.'<---:-::----:~-------------1-----1---l----+---I DEPUTY CITY ENGINEER EXP. DATE !,IA!!!_ ....!J/nme__ RcCORD FROM: SIW DtEco' couN"Pr I R:::.. ar.-,I I t1_ -·--~ i--,,,._-_,/.,_+"'~°"A.,.,i...._,-'--Jc='.S=<--..,B""t.1"-'-'lt.."'r'-------------+----+---1-----+---1 owN aye-~--~--P-R_O_J_Ec_T_N_o_-~ DRAWING No. DAVID A. BLALOC~ DATE VERTICAL CONTROL c.-c-""'J<.-"'-~ ~ 10/3/,r OAT[ INITIAL f--OA_TE_~IN_ITIA_L-+_OA_T[~_IN_m_~_L_. CHKO ar,&=-·I CT 07 05 457 8A RCE NO 62891 , EXP. 6/J0/10 ELEVAT70N: 311.41 NGVD 1929 INSPECTOR~ ' DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~p -- R:\0510\&Eng\Rough Grading\Rough and Precise Grading 1.J\0510RG02.dwg{]Sep-J0-2008:16:27 W.O. No. 2301-15 RIN : V. W.D. MAX 071292 121008 I I I I Ii. 1, I IPADI D HINGE LINE TYPICAL LOT ROUGH GRADING NTS NOTE: WHERE BOTI-i CUT AND FILL OR BEDROCK MATERIALS OF DISSIMILAR EXP ANSI ON CHARACTERISTICS ARE EXPOSED IN 11-iE BUILDING AREA TI-IE CUT PORTION OF TI-IE BUILDING AREA SHOULD BE UNDERCUT 3.0 FEET BELOW PAD ~RADE OR AS APPROVED BY TI-IE SOILS ENGINEERL Ate M~~lt~ WITI-i COMPACTED SOILS SIMILAR TO 11-i~ jo. EXCLUSIVE USE AREA WIOTI-i VARIES SEE PLAN ~ SLOPE PER P ! 'FINISH PAO GRADE ---------- 7:~~~~ii~Vl1NE SECTIONC-C NTS e. o• ARIE w z HINGE LINE FINISHED GRADE OF PAD AS SHOWN ON PLANS 2· 1 SLOPE SECTIOND-D NTS NOTE: FINISH LOT GRADING SHALL BE PER GS-15 t.5' VARIES PAD PER J' SOUND WALL WITH BERM PER SEPARATE PERMIT NTS e. 1:il A 8 LANDSCAPE CORRIDOR ►8 8 2.5' MAX. HEIGHT OF ANY OBJECT, VEGETATION, SLOPE, ANO OBSTRUCTION RB LANDSCAPE CORRIDOR TYPICAL SECTION CORNER LOT SECTIONB-8 NTS NTS TOE OF SLOPE SEE PLAN C PAD AREA PAD AREA MINIMUl,I DIMENSION ~ O' TYPICAL LOT GRADING REAR OF LOTS 2: MAX. NTS _,,_-+-ACTUAL DIMESNION VARIES SEE PLAN VIEW MINIMUM DIMENSION = O' SECTIONE-E NTS 16' VWD ACCESS ROAD 2% I 1--~ -+-- I 2: 1 MAX. D A.G. PAVEMENT AND BASE (4'AC/4"A8 MIN.) PAVE UP SLOPE FOR 1' MODIFIED 4 • ROLLED CURB (SEE DETAIL THIS SHEET) SECTIONK-K NTS 6" TYPE 'G' CURB AND GUTTER PER SDRSD G-2 MODIFIED ROLLED CURB TO TYPE 'G' CURB TRANSITION DETAIL LOCA nONS OF ROLLED CURB AND STANDARD 6" CURB & GUTTER PER PLAN E NTS 4" CONCRETE SIDEWALK PER SDRSD G-7 ""-_..___ 6" TYPE G CURB AND GUTTER PER SDRSD G-2 4• CONCRETE SIDEWALK PER SDRSD G-7 PRIVATE PEDESTRIAN RAMP DETAIL J' ' 7, 2' J%" P.I. en ~ r2'-6"R ,I a _,__ -J,, Ai 6 "R :~ • ...__ I '1.6 • " P.1. 4 • • " -~ • MQDIFIED 4" ROLLED CURB SECTION LocA TIONs PER PLAN USE 520-C-2500 PCC CREST ELEVAtlON = 299.S' • "" • • ;:!.:! {Q " i SPILLWAY CREST NTS H TOP OF BASIN; JOO.O' TOP OF ---P' ' SPILLWAY CR,ST .L.QS. ------ 6"-2500 PSI AIR-PLACED CONC. WITT-/ l-l/2"xl-l/2" 17 GAGE STUCCO SECTION NTS 2' W=J' 2' I -l l,Q' , s'\ NETTING . .,. I --1-1.0 TOP OF BASIN 1,"i!t~ ia51coNC. ~~==-i ~~:,,j _L1/=I.Or wIm 6 F 6 • 110 x /10~~ • ""-"-" WELDED WIRE MESH 6 PER Cl STANDARDS SECTION i NT$ DES/LT/NG BASIN EMERGENCY SPILLWAY NTS /CAP• . _...-P. V.C. RISER (4" ~ MIN.) *NOTE: RIM TO BE AT PAO ELEVATION UNLESS SPECIFIED PER PLAN STANDARD WYE" BRANCH STANDARD I /8 BEND FLOW 4• {J MIN. SEE PLAN FOR ACJVAL SIZE AREA DRAIN CLEANOUT DETAIL 4 • ATRIUM GRATE ____./J NOS /75, /76, /78, j78S OR APPROVED EQUIVALENT UNLESS OTT-IERWISE NOTED. NTS AREA DRAIN DETAIL TW PER PLAN NTS J K RAMP PER ADA REQUIREMENTS NTS PLANTABLE RUAINING WALL PER SEPARATE APPROVAL 6"X6'-W1.4 X WI~ WELDED WIRE MESH WWI.I) OR APPROVED EQU L t'ROUND CONCRETE DITCH NTS L A ------------\ A ! \ I NOTE: DEEPENED FOOTING 2 I DEPTH ON TI-IIS DETAIL ,TOP OF SLOPE 4' MIN I' MIN. J' MIN FENCE ELEV. MUST BE EQUAL TO BLDG. PAD ELEV. OR HIGHER MUDS/LL ~ ~ 8_:,i,:c'AR:c:.l:::ES'-=-'PE'c+---cc=V.o'A'-'Rl"'ES~=---,1 &! Sff PLAN VIEW ~ 7' MIN ~ ;cu...,.,__' ~ ~ -0.67' "' -0.77' -0.JJ' : . ~ C _) IS DIAGRAMMATIC; SEE Pl.AN FOR ACTUAL SECT/ONA-A DEEPENED FOOTING WHEN REQ'D \-·;--:; ~~~( PAD PER PLAN VIEW --------DEPTHS (SEE SECTION C-C) B NTS TYPICAL DEEP FOOTING DETAIL 4' MIN PLAN VIEW J' MIN NTS 6' MIN • (j) FOUNDATION TOP OF SI.OPE I' MIN FENCE TYPICAL SECTION AT FRONT DOOR PLAN2AND3 NTS N X. ·::::=---:-: C.6' D.F.1% MAJ'. L 2.0· MINIMUM FOOTING DEPTH ELEV. MUST BE EQUAL TO BLDG. PAD ELEV. OR HIGHER SECTIONC-C (PER ARCHITECTURAL DRAWINGS) ~f_ff:f~Efo.;ooriNG SECTION 8-8 (SEE SECnON C-C) NTS STORM WATER POLLUTION PREVENTION CONT'D EROSION CONTROL HYDRQSEEQING. PUJNUNG AND (RR/GA TION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF n-lE STANDARD SPECIF/CATIONS AND n-lE FOLLOWING: A. HYDROSEEDJNG SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN n-lEY ARE: A. n-lREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. 8. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF n-lE FOLLOWING CONDITIONS EXIST: A. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING) Wln-llN 60 ll'\YS OF ROUGH GRADING. 8. IDENTIFIED BY n-lE PARKS AND RECREAnON DIRECTOR AS HIGHLY VISIBLE TO n-lE PUBLIC. C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY n-lE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. f/YDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITT-I TT-IE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: A. n-lREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIP/TAnON SPRINKLER HEADS PROVIDING IOOX COVERAGE. B. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING IOOX COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY n-lE CITY ENGINEER, PRIOR TO HYDROSEEDJNG. n-lE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA noN TO n-lE CITY ENGINEER. n-lE PROPOSAL SHALL BE SPECIFIC REGARDING TT-IE NUMBERS, TYPES, AND COSTS OF THE ELEMENTS OF n-lE PROPOSED SYSTEM. J IRRIGATION SHALL MAINTAIN n-lE MOISTURE LEVEL OF n-lE SOIL AT n-lE OPnMUM LEVEL FOR n-lE GROWN OF n-lE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF n-lE FOLLOWING: D. 1 SEED MIX SHALL CONSIST OF NO LESS THAN: A. 20 LBS. PER ACRE OF ROSE CLOVER 8. 20 LBS. PER ACRE OF ZORRO FESCUE C. J LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOL/A E. J LBS. PER ACRE OF ALYSSUM {CARPET OF SNOW) F. 1/2 LB. PER ACRE OF 0/MORPHOLECA G. ITEMS C,0,E, ANO F OF n-llS SUBSECTION MAY BE OMITTED ON LOCAnDNS WHERE n-lE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM Eln-lER A PUBLIC STREET OR RESJDENT1AL STRUCTURES. H. ITEM A OF n-1/S SUBSECTION MUST BE INOCULATED WITT-/ A NITROGEN FIXING BACTERIA AND APPLIED DRY Eln-lER BY DRILLING OR BROAOCASING BEFORE HYDROSEED/NG. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO n-lE JOBS/TE IN UNOPENED CONTAINERS WITT-I n-lE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICAnDN TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO n-lE HYDROSEED SLURRY AT THE DISCRETION OF n-lE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT n-lE RATE OF NO LESS THAN 2000 LBS PER ACRE TYPE 6 MULCH {STRAW) MAY BE SUBSnTUTED ALL OR PART FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED, IT MUST BE ANCHORED TO n-lE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 5DX OF n-lE STRAW INTO n-lE SOIL J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16-20-0 Win-I 15X SULPHUR APPLIED AT n-lE RATE OF 500 LBS PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY 1 ROUGHENING n-lE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: A. TRACKWALKING SLOPES STEEPER THAN 6: 1 B. HARROWING AREAS 6:1 OR FLATTER THAT ARE sumcJENTl.Y FRIABLE, c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS A OR 8 ABOI£ 2 CONDITIONING n-lE SOILS SO THAT IT IS SUITABLE FOR PLANnNG BY: A. ADJUSTING n-lE SURFACE SOIL MOISTURE TO PROVIDE A ll'\MP BUT NOT SATURATED SEED 8£0. B. n-lE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED \MBLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNnL n-1£ PROJECT IS PERMANENT!. Y LANDCAPED OR, FOR AREAS WHERE HYDRO SEEDING /$ n-lE PERMANENT LANDSCAPING, UNTIL THE PROJECT JS COMPLETED AND ALL BONDS RELEASED. L SLOPES SHALL HAl-f: IRRIGAnON INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITT-i/N TEN 2. AL (10 ~ ll'\YS OF n-lE nME WHEN EACH SLOPE JS BROUGHT TO GRADE AS SHOWN ON n-lE APPROVED GRADING PLANS. HOULD GERMINAnDN OF HYDROSEEOED SLOPES FAIL TO PROVIDE EmCIENT COVERAGE OF GRADED $LOPES {90X J. s co MA VERA GE) PRIOR TO OCTOBER 1, n-lE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA TT/NG TERIAL APPROVED BY TT-IE PUBLIC WORKS INSPECTOR. OSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY n-lE CITY OF CARLSBAD 4. LAN DSCAPE MANUAL. n-lE LANDSCAPING PLANS FOR THIS PROJECT DRAWING NO~ AND/OR AS DIRECTED BY n-lE LAN CITY ENGINEER OR PLANNING DIRECTOR. 5. TH E OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE TT-/£ WORK OF THIS STRUCTION SWPPP Win-I THAT SHOWN. ON ANY GRADING PLANS. LANDSCAPE AND IRRJGAnON PLANS AND CON IMP ROVEMENT PLANS AS REQUIRED FOR mis PROJECT WORK. VALLECITOS WATER DISTRICT ~ APPROVED BY: . 3-/I l>A8 DATE: /P ,{.--of._ DATE INITJAL FOR GRADING PURPOSES ONLY ENGINEER OF WORK I/\ AS-Blllt.T REVISION DESCRIPTION NTS M ENGINEERS NOTES 1. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 2. PLANS PREPARED IN CONFORMANCE WITT-I F.H.A. DATA SHEET 798. J. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN ± ARE APPROXIMATE. 4. SETBACKS ARE MEASURES TO n-lE NEAREST VERTICAL PROJECTION. 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. 6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILlnES. 7. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNll'\nON INSPECTION. 8. ALL FILL TO BE APPROVED COMPACTED FILL 9. LOTS SHALL BE GRADED IN ACCORDANCE WITT-I CITY OF CARLSBAD STANDARDS 2004 EDITION. 10. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES. 1 1. n-1£ ANGLE OF REPOSE IS AN IMAGINARY LINE 45 ' TO n-lE HORIZONTAL. EXTENDING DOWNWARD FROM n-lE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT INTERSECT ANY PART OF AN EXCAVAnDN FOR UTILITIES, DRAINAGE, ETC. 12. FRONT WALK FOR REFERENCE ONLY. IJ. GARAGE FLOOR ELEVATION IS AT DOOR ( 2•-4• FALL FROM REAR) AND EQUALS GROUND ELEVATION AT HOUSE LINE UNLESS On-lERWISE SHOWN. 14. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND CONTRACTOR FOR RESOLUnDN. 15. WALLS AND FENCES ARE NOT PART OF TT-11S PERMIT. SEE LANDSCAPE PLANS. 16. ALL PVC DRAIN LINES SHALL BE $/ZED PER PLAN AND SHALL BE SCHEDULE 40, 0.50X MIN SLOPE. 17. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL 8£ NOS 4 • A TR/UM GRATES OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED Wln-1/N THE PUBLIC RIGHT OF WAY SHALL 8£ BROOKS D/2424-24' SQUARE CONCRETE CATCH BASIN WITH METAL GRATE OR EQUAL. 18. ALL LOT DRAINAGE SWALES ARE TO 8£ A MINIMUM OF 1.0 X SLOPE. 19. ELEVAnONS ON n-llS PLAN SHOWN AS '51.00' ARE TRUNCATED IN n-lE ONE HUNDREDS PLACE BY 100. DD AS APPLICABLE. IE. 51. DO = 151. DO 20. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST. PUWS & SHOULD BE VERIFIED IN n-lE FIELD. IF ACn.JAL ELEVATIONS VARY FROM mosE SHOWN, NOTIFY n-lE ENGINEER OF WORK AT (858) 558-4500. 21. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS ll'\TED 02-22-2008. 22. DRIVEWAY PAVING MATERIAL TO BE 5.5' P.C.C. MIN. 2J. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE. 24. SEWER It. CLEAN-OUTS ARE PER CMWD STANDARD SPECIFICATIONS. DATED OCTOBER 1J, 1999. 25. AN APPROVED BACKWATER VALVE I$ REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW n-lE ELEVA noN OF n-lE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL DISCHARGE THROUGH n-lE BACKWATER VALVE. 26. ALL WALL DRAINS TO BE CONNECTED TO AREA DRAIN SYSTEM. 9'\'ofESSJo/v ENGINEER OF WORK ,$ ~-8(~ ~ ' ( ~ ,<ltaJII t; 'd ~ e,fu/oe -z <-' ~ w NO. 62891 rri "; EXP. 6/30/10 ;' DAVID A. BLALOCK DATE J',,.. (',.,.. ..._"f'" RCE NO 62891 EXP. 6/J0/10 vl\OFESs~ ~"£' OF CAL I~~ BENCH MARK ~~-II 1-,. sq(,:t'(~ 'Ii~ c;...i DESCRIPTION: STD. STREET SURVEY MONUMENT No.82891 ~ LOCATION: STA. 288+89 EC ON CENTERLINE " &p. 0&'3<¥12 "' OF EL CAMINO REAL ~ * RECORD FROM: SAN DIEGO COUNTY fVI\. 11,.~ VERnCAL CONTROL ~ OF CAllfli,;: ELEVAnON: Jll.41 NGVD 1929 "AS BUILT" HUNSAKER iliau1 J/zf11 & ASSOCIATES SAN DIEGO, I NC RCE ~:1.B'll EXP. & -.3CJ-/)_ DATE PLANNING 9707 Waples Street REVIEWED BY)/&_ ENGINEERING San Diego, Ca 92121 l ,)/ ~[tl SURVEYING PH(856)558-4500· FX[858)558-1414 c--' ~v-'""--- INSPECTO~ 'oATE I S~ET I CITY OF CARLSBAD CTr] ENGINEERING DEPARTMENT 2 ROUGH GRADING PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 APPROVED: DAVID A. HA,UU!/ flt.--'tp/&!:- DEPUTY CITY ENGINEER PE 33Q!ll EXP. A,1 I,/ DATE OWN BY: li!i:. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT07-05 457-SA OTHER APPROVAL CITY APPROVAL RVWD BY: GIIP R: \051 O\&Eng\Rough Groding\Rough and Precise Grading 1.3\0510RG03.dwg[]Sep-30-2008: 16: 26 W.O. No. 2301-15 BIN : V.W.D. MAX 071292 I 121008 Ii I / *Df~•Rl5 RAC.k TO ~I: CONSfRUCffD ow J '>< :,' c.ot1cR i;.r 1:PA o THIC.kl\lESS 4-] GO/I/GR6Tf (,w-c-isoo) GRAT£S P£R D-IJ & D-15 TOP OF BASIN=J00.00 -TOP OF RISE:11=297.10 STAINLESS ST£EL i "i; x 7" BOLT & i" STAINLESS STEEL NUT /J RE:BARS EYD'ILY SPACE:D AND SPOTWELOED TO END OF POST (8011-1 5/0cS) lifJl:fJ_~~--::~-BOTTOM OF BASIN=29J.OO " 1 ,,, (BASE: OF ~~,,ORIFICE:) ORIACc J"x j" G<\LV.STl:f"i _ BAR SPOTWEJ..dE:1" TQ REBARS J "x i " G<\L V. ST(E:I. BAR SPOTWELDE:I) TO RE:BARS • MOD. DEBRIS RACl<*(srirNor,Ltl'tJ DOUBLE G-2 CATCH ~ASfN s COIVCRETi= PAD 3 '<-Sr,_ ,i.• DEBRIS RACK DETAIL N. t.5. CLf"AR OPENING APPROXIMATELY 1 SQ, INCH ' NOT TO SCALE VALLECITOS WATER DISTRICT PROPOSED PAD VARIES l....---6' SOUND WALL 11171-1 BERM PER SEP ARA TE PERMIT VARIES 1' ROUND DRAINAGE DITCH PER DETAIL L ON SHEET 3 PLANTABLE RETAINING WALL---- "C" PER SEP ARA TE APPROVAL SECTION M-M NOT TO SCALE TW PER PLAN HUNSAKER & ASSOCIATES BY:~ ENGINEER OF WORK BE NCI-I MARK PlANNINC ENGINEERING SURVEYING SAN DIEGO, INC 9707 Waples Street San Diego, Ca 91121 PH(858)558-4500· FX(858)556-1414 APPR VED , DATEl+--~/~t>~•/_-~-,,~-------- FOR RADING PURPOSES ONLY bbN~ DAVID A. BLALOCK RCE NO 62891 EXP. 6/30/10 DESCRIPTION: STD. SrRffJ SURVEY MONUME:NT LOCATION: STA 288+89 EC ON CENTERLINE: OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY ELEVATION: VERTICAL CONTROL 311.41 NGVD 1929 / ' I ' I i ' J ' / ' TREATMENT CONTROL 8MP TABLE: 2 DESCRIPTION QUANTITY E:XTENOED 1 EACH DE:TENT/ON BASIN FLOGARD INLET 2 EACH FILTER / /: / /' ' / / _/ I I I ' ' ,/ / I I i I I I I TW PER PLAN FINISHED SURFACE PER PLAN 11 JJ17.2J VARIES J' VARIES 1' ROUND DRAINAGE DITCH PER DETAIL L ON SHEET 3 ...__PLANTABLE RETAINING WALL "A" PER SEPARATE APPROVAL 12 I J1a.1 I ' / ! 13 JJ19.o I ......... ......... TW PE.R PIAN 1.8' ,IN/SHED SURFACE PE • 0 20 40'---------,60 ~~---1 I SCALE 1"=20' ,&G,V./:. PER FINAL MAP PRIVATE ACCESS EASEMENT TO PALOMAR CONGREGATION OF JEHOVAH'S WITNESSES, VISTA, CA, INC. OVER A PORTION OF LOT le PER DOC: 2007-0439413 /_\ RE<. JUNE 29, 2007 L!::::,, TO IH~AIN PRIVATE DRAINAGE EASEMENT TO REAL ESTA TE COLLATERAL MANAGEMENT OVER LOTS 9, 10, AND 11 PER DOC: 2007-0777223 /:,.. REC: JAN 1 7, 200 7 ~ TO REMAIN PRIVATE LANDSCAPE EASEMENT PER & DOC. NO. 07-0777222, REC. DEC 17, 2007 TO REMAIN VARIES PROPOSED PAD /-'-=,e,r j__J"'""'...__ I' ROUND DRAINAGE DITCH PER DETAIL L ON SHffT J .___PLANTA8LE RETAINING WALL •o• PER SEP ARA T£ APPROVAL SECTION L-L NOT TO SCALE 2' VARIES VARIES "-----6' SOUND WALL f\171-1 BERM PER SEPARATE PERMIT OESIL TING BASIN SECTION N-N NOT TO SCALE 1------1-----l------------t------t--+--t-----t I SH4EET I CITY OF CARLS BAD I 5125 I ~==~=====£=N=G~IN=E~£~Rl~N=G=D=£=P=:,\=R=TM=E,=N=T===-====: ~-----------------ti-_-_-_-_-_--1-t _-_-_-_--+i_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---jl_-_-_-_-_-~1-I _-_-_:::_::-t-t_:::_:::_:::_=-i-t_:::_:::_:::__=1 ROUGH GRADING PLANS FOR: "AS BUILT" LA COSTA GREENS NEIGHBORHOOD 1.3 8.JJ.Rt!l.L J/zltt~ """"'' "'"" • ··~-11/7/o• ~R~CE~&>~:1.=8~9.='/=---=EX:P::·___:::c.,=::-:::.3':="=-=1=~=-----DA-~-E---I===t==!:=================i===+=-+--+---I ~D~E.=P~u~TY~~~c=1ifrr~~E~N~G~1N~£~£~R~==]cP~E~J3~3jo=a~1~~~=i~~i~~~i~~DA~TEd REVIEWED BY: r t7 3-1/ ,D,1 S-,BU/t-T OWN BY,-+--,,--PROJECT NO. DRAWING NO. l '--::c"'':"--::-7,c..::___:~=-------'~~ te./3/11 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY-: 1t;; CT 07-05 457-SA -REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY, -INSPECTOR ~ DATE ENGINffR OF WORK R: \0510\&Eng\Rough Gradlng\Rough and Precise Grading 1 .3\0510RG04.dwg[ ]Sep-30-2008: 16: 25 W.O. No. 2301-15 BIN : V. W.D. MAX 071292 121008 VARIES PROPOSfD PAO TW PER PLAN .L....N>=9----1' ROUND DRAINAGf DITCH PER DETAIL L ON SHEET J FINISHED SURFACF; ----PLANT~BJ.£ RETAINING %~~~o0ALPER SEP ARA TE PER PLAN 0 PLANNING ENGINt[RlNG SUKVEYINC SECTION L-L NOT TO SCALE 20 40 SCALE 1•,;120' HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Waples Street San Diego, c.a 92121 PH(858)558-4500 · FX(858)558-1414 2' VARIES '------6' SOUND WALL v.lTH BERM VARIES TW PER PLAN 1' ROUND DRAINAGE DITCH PER DETAIL L ON SHEET 3 ~""'--'FINISHED SURFACE PLANTABLE RETAINING WALL ----PER PLAN •c• PER SEPARATE APPROVAL ,·: )~ f\ '?, q \ ', \ I, ' \ . ,'. • \ ' ~ SECTION M-M NOT TO SCALE R STORAGE'. EXISTING GRADING PER DRAWING NO. 442-7A N50"07'55 "W f 65.74' ADJUST TO GRADE EXIST 20 •, Ci!P SEWER (\111D) ... TYP£D~25 ;;;;-;~,_,l,-..,.:;C;;;URB OU. ;,n;,;ET;,;,;i;,.g;~ ' \:~j \: ,, -,.: i" ' 8 -- VALLECITOS WATER DISTRICT f S E E ' . 44.0z' 10 IJtJ.91 S ~EE T N 0 BY:~ ENG INEE OF WORK APPROVED I DATE.:_ -~/(7--<,/-◄=-u..------­ FOR GRADING PURPOSES ONLY WsJU i _11v.1os DAVID A. 81.ALOCK i DATE RCE NO 62891 EXP. I 6/30/10 • 4 BENCH MARK DESCRIPTION: STD. STREET SURVD' MONUMENT STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL LOCATION: RECORD FROM: SAN DIEGO COUNTY ELFYATION: VF:RTICAL CONTROL 311.41 NGVD 1929 • CONSTRUCTION NOTfS @ CONTRACTOR TO SUBMIT LOAD CALCULATIONS FOR EQUIPMENT BEING USED PRIOR TO START OF WORK OVER fXIST1NG VWD FACILITIES. \ ffi G.U.£. PER FINAL MAP PRIVATE ACCESS EASEMENT TO PALOMAR CONGREGATION OF JEHOVAH'S WITNESSES, VISTA, CA, INC. OVER A PORTION OF LOT 10 PER OOC: 2007-0439413 /'-.. REC: JUNE 29, 2007 f..n TO REMAIN-., '• PRIVATE DRAINAGE EASEMENT TO REAL ESTATE COLLATERAL MANAGEMENT OVER LOTS 9, 10, AND 11 PER DOC: 2007-0777223 f'-.. REC: JAN 1 7, 200 7 ~ TO REMAIN PRIVATE LANDSCAPE EASEMENT PER DOC. NO. 07-0777222, /)-. REC. DEC 17, 2007 ~ TO REMAIN ;;_ OPEN !jPACE,£SMF TD CITY OF ~ CARLSBAD PER FINAL MAP LOT zo MAP 14543 . 0PE'.N SPACE'. APN: :213-110-07 l----+--+------------+---+----+--+--------1 ~ CITY OF CARLSBAD I SH1£2ETS I ~ ENGINEERING DEPARTMENT "AS BUILT" 9J3.i4L _z/2/11 RC£ "2.:1 a 'l.l EXP. &,-..30-12. DATE REVIEWEO BY: !~\. ____ ,o/,l, INSPECTO • DATE 3-// M. DATE: INITIAL DATE: INITIAL DA ff INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R: \0510\ScEng\Rough Grad i ng\Rough and Pree i se Grading 1. 3\0510RG05. dwg[ ]Sep-30-2008: 16: 23 ROUGH GRADING Pl.ANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 W.O. No. 2301-15 BIN : V.W.D. MAX 071292 \ 121008 (J1 g, SECTION N-N NOT TO SCALE SECTION Q-Q NOT TO SCALE 0 40,..... ___ _c60 SCALE 1•~20• HUNSAKER & ASSOCIATES SAN DIEGO, INC PLA.NN!NG !:1707 Waples Street ENGJN[[RJNG San Diego, Ca 92121 SURVEYING PH(858)556·4500· FX(858)558·1414 I / RV STORAGE EJaSnNG GRADING PER DRAWING NO. -1~2-lA &G.U.f. fER FINAL MAP ·< PRIVAf£ AC(:ESS EASEMENT TO ·, PALOMAR CONQ?EGA TJON OF JEHOVAH'S ''·WITNESSES, ,VIS(A, CA, INC. OVER A ., PQRTION OA.f;OT., 10 PER ·, •• JDoc:~ 2001-u43941.) £ ~5c~~ft,"fi. 29, 230/ ...... PRIVATE DIJAI/VAGE EASE~ENT TO REAL ESfi\TE CQl,lATfRAL MANAG,EMENT OVER LOTS 9. 10, ANQ 11 PER . ', DOC: 2007-077722,J ' /::,,, REC: JAN 17, 2007' . "· ~ TO REMAIN . 30' WIDE PRIVATE ACCESS EASEMENT ffi FILE NO: 20D5-0813909 REC: 11-15-2005 TO REMAIN PRIVATE LANDSCAPE EASEMENT PER DOC. NO. 07-0777222, /::,,, REC. OEC 17. 2007 ~TO REMAIN f::.. OPEN SPACE ESMT TO CITY OF ~ CARLSBAD PER FINAL MAP 27.48' APN: 213-050.2-j 6 2' VARIES LOT )BfOO ---+--~ TW P,ER PLAN PLANTt,{3JE RETAINING WALL 6 PER SEPARA,T£ APPROVAL 10 N VARIES § PROPOSED~P:::A~D!.....,:~:':1--~1::i=-_v·--z: J' "!,; ~-5' SOUND WALL WITH 8£RM VARIES SECTION 0-0 SECTION P-P NOT TO SCALE NOT TO SCALE VALLECITOS WATER DISTRICT APPROVEO BY:_4M,_!C..ZStc..,,,.~---- DATE:. __ _,_/,=-,7_.,./._.-o..=ofi1,,_ ______ _ FOR GRADING PURPOSES ONLY "AS BUILT" i---EN_G_I_N_E~r-R-O_F_W_OR_K_..--__ B_E_N-CH_M_A_R_K_-1--1.9-JBdll ilift.~t- DESCRIPTION: STD. STREET SURVEY MONUMENT RC[ C:,.;J.871 EXP. 4-M·t.l.. DATE £?dBJIL LOCAnON· STA. 288+89 EC ON CENTERLINE / __ I . Of' EL CAMINO REAL ! 'f lJJ/08 RECORD FROM: SAN DIEGO COUNTY DAVID A. BLALOCK I DATE VERnCAL CONTROL RCE NO 62891 [?(P. 6/30/10 ELEVAnON: J11.41 NGVD 1929 INSPECTOW ~~ -. OAT£ PLANTABI_[ RETAINING WALL •r• PER S.PARA T£ APPROVAL ',-.... ' . I : f- 'I .._,,·, ' t ', ' ' ' ... ', SEE LETTER OF . ', PERMISSION TO GRADE • ., DOC: 07-04J941J 'i..J', ·><;·\, e>J .. ,, DATED: 06/29/07 i '-.., ·,,, . ' , ' ',,_..._, .. ,, ...... /:) • LOT 20 . MAP 14543 OPEN SPAC!:'./ APN: 21 3-::-l to:::...07 / 1----+--+-----------+---+---+--+---+ ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 3-11 l>AB I AS-~ttll.T DAT£ INIT1AL DATE: INITIAL DATE INIT1AL E:NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL C/1Y APPROVAL R:\0510\icEng\Rough Grading\Rough and Precise Grading 1.3\0510RG06.dwg(]Sep-30-2008: 16:22 ROUGH GRADING PLANS FOR: LA COSTA GREENS NEIGrlBORHOOD 1.3 APPROVED: DAVID A. HAUS~ ti• //?~• 7 DEPUTY CITY ENGINEER PE 33081 EXP. 6 /30Jf-1 TE j DWN BY:-~~~- CHKD 8Y.· -~"-"-- RVWD BY: f~p. PROJECT NO. CT 07-05 DRAWING NO. 457-8A W.0. No. 2301-15 BIN : V. W.D. MAX 071292 121008 I 0 PlANNING ENGIN[ERING SURVEYING 40 60 ----~ SCALE 1 •~ 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Waples Street San D~go, Ca 92121 PH(658)558·4500· FX(BSB)SSB-1414 VALLECITOS WATER DISTRICT APPROVED BY: ~ DATE: FOR GRADING PURPOSES ONLY "AS BUILT" I-E_N_G_I_N~~-E-R_O_F_W_O_R_K_r-__ B_E_N_C_H_M_AR-K--~wa_W~~~-7/~1/.~«- I DESCRIPTION: STD. STREU SURVEY MONUMENT RCE (n~ 891 EXP. ta -30-/;J.. DATE 1i · LOCATION: STA 288+89 EC ON CENTERLINE n~ /'Li Q'-:'-a OF EL CAMINO REAL R<EV,#/E .... WED-8)'.Ai: ~~ o, .Q-4µ I -, l'J;J,.{Qa__ RECORD FROM: SAN DIEGO COUNTY DAVID A. BLALOCK I DATE VERTICAL CONTROL RCE NO 62891 FXP. 6/30/10 ELEVATION: 311.41 NGVO 1929 INSPECTOR/ 11 l ' ' , 4> 0 35 3,908 3,727 1,225 32.9ll J6 4,1JO 3,747 2X 1,225 32.7!11 37 4,572 4,085 3 1,457 35. 7,i: 38 4,969 3,885 1,225 31.5:t: RES. SUBTOTAL 158,657 149,9JO RES. AVERAGE 4,175 3,946 LOT AREA RES. MAX LOT AREA RES. t.tlN LOT AREA 6,612 6,546 3,509 3,176 t--1--------+--+------------+---+----+---+-_______,I ~7ffTl~c_1_T_Y_o_F_c_A_R_1_s_B_A_D~l~1~2E~I _ ENGINEER/NG DEPARTMENT DA TE INITIAL DATE: INITIAL DATE INITJAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R: \0510\&:Eng\Rough Groding\Rough ond Precise Grading 1 .J\0510RG07.dwg[ ]Sep-30-2008: 16: 20 PRECISE GRADING PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 DEPUTY CITY ENGINEER OWN BY: ___ _ CHKD BY: /?, RVWD BY: ~ PROJECT NO. CT 07-05 ,,17k DATE DRAWING NO. 457-SA W.O. No. 2301-15 BIN ; V. W.D. MAX# 071292 I 121008 • I SE E S H E E T N 0 • 7 0 20 40 60 ----~ ' I I I I HUNSAKER & ASSOCIATES SAN OlfGO, INC PLA.NNING 9707 Waples Street ENGJNE[RING San Diego, Ca 92121 SURVEYING PH(858)558·4500· Fx.(858)558-1414 VALLEC/TOS I I WATER DISTRICT I I ENG 1INEER BENCH MARK APPROVED BY: ~.¢, OF WORK DESCRIPTION: STD. STREET SURVEY MONUMENT @B)u LOCATION: STA 288+89 EC ON CENTERLINE q/2uo8 OF EL CAMINO REAL /o•/"1J~ RECORD FROM: SAN DIEGO COUNTY DATE: VERTTCAL CONTROL • DAVID A. BLALOCK DATE FOR GRADING PURPOSES ONLY RC[ NO 62Bf} I EXP. 6/J0/10 ELEVATION: JI 1.41 NGVD 1929 CONSTRUCTION NQ[[S © CONTRACTOR TO SUBMIT LOAD CALCUI.AOONS FOR [QUJPMfNT 8£/NG usm PRIOR TO START OF WORK OVER fXISTTNG VWD FACILJTTfS. "AS BUILT" B:1Bllf 1.b/11 RCE 1a:i.ar1 EXP. i1>-3 o-,,;,.. DATE . REVIEWED BY: dfJ,, l.,/,/1 I 3-// l>/IB 1/\ d"'-"'l-ltt..T DATE INITIAL ~<;1'"-',._,.. ,0 REVISION DESCRIPTION INSPECTOR F . DATE ENGINEER OF WORK DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL R: \0510\&£ng\Rough Grading\Rough and Precise Grading 1.3\0510RG08.dwg[ ]Sep-30-2008: 16: 19 I S8£T I CITY OF CARLSBAD uTI 2 [NGINffRING D£PARTMENT PRECISE GRADING PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 APPROVED: DAVID A. HA/'J':J ~ h /~ D[PUTf CITY ENGINEER PE 3308) EXP. R 1 1 /lr:v DA TE OWN BY: I PROJECT NO. J DRAWING NO. CHKO BY:.~ CT 07-05 457-SA RVWD BY: C. W.O. No. 2301-15 8/N : .. V. W.D. MAX 071292 121008 I I I 60 I I HUNSAKER & ASSOCIATES SA~ DIEGO, INC PLANNING 9707 Waples Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4S00· FX(858)558-1414 VALLECITOS "AS BUILT" WATER DISTRICT I llit3ll# Jh/11 ENGIN~ER BENCH MARK APPROVED BY: du.. OF WORK RC£ 6.:l 8'1/ EXA 4, -~_,,;, DATE DESCRIPnON: STO. STREU SURVEY MONUMENT -· GaBJJi. LOCATION: STA. 288+89 EC ON CENTf:RLINE ,huQs OF EL CAMINO REAL REVIEWED BY: ~ a-t4 RECORO FROM: SAN DIEGO COUNTY ,::::::::!a ,....'°L A/. -lo (a /11 DATE: DAVID A 8lALOC/( VERTICAL CONTROL DAT£ FOR GRADING PURPOSES ONLY RC£ NO 62891 EXP. 6/30/10 ELEVAnON: J11.41 NGVD 1929 INSPECTOR/ ---. DATE , I '• APN: 213-050_:::.,15 I ' "' J / '~""'"'~ ~ CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ 2 PRECISE GRADING PlANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 APPROVED: DAVID A. HAUS~:" /~/4_t_ DEPUTY CITY ENGINEER PE 33081 EXA 6Z30Z10 DATE 3~// l>/18 I;\ /IS-BVILT OWN BY.· PROJECT NO, DRAWING NO. DATE INITIAL DATE IN/17AL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:1!f:jf RVWD BY: CT 07-05 457-8A R:\0510\lcEng\Rough Gradlng\Rough and Precise Grading 1.3\0510RG09.dwg[]Sep-30-2008: 16: 18 W.O, No. 2301-15 BIN : . V. W.D. MAX 071292 1'21008 II 0 PLANNING [NGINC[RING SURVEYING APN: 20 40 SC.A.LE 1•~20• HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Waples Street San Diego, Ca 92121 PH(858)558-4500· FX(858)556-1414 215-021-01 VALLECITOS WATER DISTRICT APPROVED BY:~ .. 7 DATE.: __ __£/---=D_-,/.c:.'_;_i.._l ______ _ FOR GRADING PURPOSES ONLY ENGINEER OF WORK 9:JB/!£J DAVID A.BLALOC, 1hi/oe DATE RCE NO 62891 i EXP. 6/30/10 LOT 5 OPE'.1\J SPACE -------- APN: "AS BUILT" BENCH MARK fl.JJ,Bl:IJ :1!1!t1 OF:SCRIPnON: LOCATION: STD. STREET SURVF:Y MONUMENT STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY ELEVAnON: VF:RnCAL CONTROL Jll.41 NGVD 1929 RCF: Cq_:2. 8?/ REVIEWED BY: INSPf:CTQ EXP. «,• -3()-/ ::,_ DATE i~-------_1g_{1 l ,, DATE SUBDIVISION BOUNDARY Lo-r 20 JvlAP 14543 OPE'.J\J SPACE APN: 213-110-07 I .1. C) I 2 3 4 5 6 7 8 9 10 II 12 IJ 14 15 16 17 18 19 20 21 22 2J 24 25 26 27 28 29 JO JI J2 JJ J4 JS J6 BEARING N 61'39'J8" F: N 85'50'54 • W N 32'41'57" F: N 85'51 '43" F: N 69' 46'02" F: N 85'54 '02• F: N 3'27'40" W N 76"57'11 • W N 84' 10•59• F: N 39'09'55" W N 27'JI '27" F: N 1'18'22" W N 72'J6'10" W N 5J"51'18" W N 1'05'JI" W N 88'34'52" F: N 1'25'08" W N 59•44•54• F: N l'J4'16" W N BJ'21 '2J" F: N 0'23'J5" F: N 89'36'25" W N 83'34'42" F: N 1'03'02" F: N 88'56'58" W N 66"56'41 • F: N 21'3J'49" W N 41'09'49" F: N 17'58'J6" W N J7'29'2J" F: N 40'57'J2" F: N 48'22'JB" W N 47'18'44" F: N 69'21'15" F: N 49'04'09" W N 37'59'26" F: 1 ,t 0 AREA DRAIN DATA SLOPE LENGTH 19.881' 6.44' 16.991' 45.7J' 1.001' 19.91' 1.001' J2.97' 11.00,r 6.09' 1.02,r 36.19' 1.881' 5.Jl' 14.861' 10.BJ' 0.991' J2.44' 28.581' J5.69' 0.9JJr 10.75' I.0JJr 59.JJ' 1.01,r 38.SJ' 2.68" 16.39' 1.031' 22.30' 0.991' 2J.18' J.001' 29.99' 4.611' 41.02' 1.841' 5.97' 0,951' 14.74' 7.871' 5.97' 1.001' Jl.98' 1.02,r H.75' 7.971' 5.52' 1.01,r 48.66' 1.02,r 17.60' 1.181' 12.7J' 1.0JJr 48.70' 0.981' 15.2J' 1.02,r 44.15' 1.10,r 41.70' l.2JJr 8.16' 2.661' 29.J2' 1.12,r 17.88' I.0JJr 19.50' 8.J7Jr 7.89' REMARKS 6" PVC 6" PVC 6" PVC 6" PVC 4• PVC 4• PVC 4• PVC 4• PVC 4• PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 4• PVC s• PVC 4• PVC s• PVC 4• PVC 6" PVC 6" PVC 4• PVC 6" PVC 6" PVC 4• PVC 6" PVC 4• PVC 6" PVC 6" PVC 4• PVC 4• PVC 4• PVC 4• PVC 4• PVC l----+---+-----------+----+---+-----l-------1~ CITY OF CARLSBAD I SH1£2ETS I ~ ENGINEF:RING DEPARTMENT -II D/173 I A:J·B«lt. OAT£ INITIAL OAT£ INITIAL OAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R: \0510\icEng\Rough Groding\Rough ond Precise Grading 1.3\0510RG010.dwg( ]Sep-30-2008: 16: 17 PRECISE GRADING PLANS FOR: LA COSTA GREENS NEIGHBORIIOOD 1.3 AREA ORA NS & PIPES OWN 8Y: ij CHKD 8Y,K, RVWO 8Y: \,f> PROJECT NO. CT07-05 1,;,-,;o, DATE DRAWING NO. 457-SA W.0. No. 2301-15 BIN : V. W.D. MAX 071292 121008 \ I I , AREA DRAIN DATA 0 BEARING SLOPE LENGTH REMARKS 1 II 9•32•44• W 6.80:f 2 II 1"42'11 • W 0.97:f J II 48"2 I '2J• W 1.40:f 4 II 41"JB'J7" E 6.60:f 5 II 49•52•35• W 1.08:f 6 II 1"01!"06• E 1.01:f 7 II 64"J7'5J• W 1.06" 8 II 39·52•05• E J.70" 9 II 64"J7'5J• W 0.92" 10 11 25·22·or E 4.02" 11 II 64"J7'5J• W 1.06:f 12 II 47J7'2J• W 0.99" 1J II 42"56'27• E 2.86" 14 II 48"45'10• W 1.00" 15 II 42"15'41• E 1.92" 16 II 48"16'39• W 1.48" 17 II 39·52•05• E J.60" 18 II 84"07"01• W 1.33:f 19 II 80"00'37" W 0.50" 20 II 9"27'54 • W 0.52" 21 II 60"25'13• E 0.47" 22 II 14"04'oJ• W 0.60" 23 II 48"09'54 • E 1.00:f 24 II 14"04 '03• W 0.49" 25 II 51'00'52• E 1.20" LOT OPE'.N 0 PLANNING ENGIN[[RING SURVEYING APN: 20 4-0 SCALE 1•~20' HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Waples Slreet San Diego, Ca 92121 PH(858)55S-4500· FX(858)558-1414 60 J0.86' a• PVC 7.21' a• PVC 27.81' a• PVC 5.76' 4• PVC 35.26' a• PVC JS.54' a• PVC 15.07' a• PVC 11.62' 4• PVC 11.92' a• PVC 12.18' 4• PVC 11.28' a• PVC 55.54' a• PVC 9.44' 4• PVC 41.10' 4• PVC 10.43' 4• PVC 44.67' 4• PVC 5.00' 4• PVC 2J.22' 8• PVC 60,58' 8• PVC 28.66' a• PVC 16.87' 4• PVC 9,9J' 4• PVC 5.00' 4• PVC 50.82' 4• PVC 5.00' 4• PVC g SPAC.E ' I l I I I I I j I RV STORAGE EXISTING GRADING PER DRAWING NO. 442-lA ' I ,{ ! SE E S H E E T N 0 • • 10 r')C) ;:;,_J~~ VALLECITOS WATER DISTRICT "AS BUILT" 1-----+--------T"""-----=B-=E-:-::-NC-::-.-:H:-::--:-M-:-A:-=R~K=---1 ill/3 I.LL _zfmL BY:~-< APPROVED ENG I.~EER OF WORK DATE DESCRIPnON: sro. STREU SURVEY MONUMENT RCE (o.:J.8'1/ EXP. 6:>-;'3o.,l;l. Q ~I LOCAnON: STA. 288+89 EC ON CENTERLINE LB 4 I l _ I OF EL CAMINO REAL :w( ~~ 1/ll-f08 RECORD FROM: SAN DIEGO COUNTY DAVID A. BLALOCK DATE VER17CAL CONTROL RCE NO 628911 EXP. 6/30/10 EL£YAnON: 311.41 FOR GRADING PURPOSES ONLY NGVD 1929 I I LOT 5 SPACE'. \ \ LOT 20 ;\1AP 14543 OPEJ\J SPACE APN: 213-1 ·10-07 \ \ I I I I I I ~ CITY OF CARLSBAD I si2s I 1--------+--+-----------------+-----j---t-----t----J ~ ENGINEERING DEPARTMENT 1-----+---+----------------t----i----t-----i----i D/IB DATE /NIT/Al DATE /NIT/Al DATE /NIT/Al ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL R: \0510\&Eng\Rough Grodi ng\Rough ond Pree i se Grading 1. 3\0510RG011 .dwg[ ]Sep-30-2008: 16: 16 PRECISE GRADING PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 AREA DRAINS & PIPES OWN BY: CHKO BY.--&-----;·r~/~,-- RVWD BY: A£ PROJECT NO. CT 07-05 DRAWING NO. 457-SA W.O. No. 2301-15 BIN : V. W.O. MAX 071292 II ,I RV s·roRAGE EXISTING GRADING PER DRAWING NO. 442·-lA Lo·r s :OPEN SPACE ---------------ot-----------------.----. ----------------------------------------------- AREA DRAIN DATA 0 BEARING SLOPE LENGTH REMARKS N 9"J5'28" £ 0.53.f JJ.70' 6" P\oC 2 N 5"'46'15" W 0.55.f 18.12' 6" P\oC J N 84"1J'45" £ J.00.f 5.00' 4 N 6"06'41" W 0.49.f J9.14' 6" P\oC 5 N 84'1J'45" £ 0.65.f 15.40' 6 N 5"J5'JJ" W 0.50.f 41.73' 6" P\oC 7 N 84'J5'52" £ 20.78' 4• P\oC 8 N 84'J5'52' £ 2.39.f 21.JJ' 4• P\oC 9 N 5'24'08" W 0.57.f 7.00' 8" P\oC 10 N 5'24'08" W 0.51.f J5.14' 6" P\oC 11 N B4'J5'52" £ 2.28.f 15.80' 4• P\oC 12 N 5'24'08" W 0.50.\' Jl.86' 8" P\oC 1J N 84'35'52' E 0.94.f 21.J0' 4• P\oC 14 N 22'J0'50" W 1.02.f Jl.29' 6"PVC 15 N 4'48'02" W 36.59' 8" PVC 16 N 84" 6'21" E 1 .OJ.\' 11.69' 4" PVC 17 N 6"05'09" £ f.00.f 40.92' 6" P\oC 18 N 84'J5'52" E 1 .60.f 14.J5' 4• P\oC 19 N 6"05'09" E 1.0J.f 2J.27' 4" PVC 20 N 60'11 '20• W 1.00.f 29.98' 4" PVC 21 N 18'J8'41" E 1.01.f 41.79' 4" PVC 22 N 29'J8'52" £ f.0J.f 24.29' 4" PVC 23 N 60'21 '08' W 0.95.f 6.32' 4" PVC 24 N 29'J8'52" E 1.JJ.f 18.75' 4" PVC 25 N 60'2l '08" W 2.75.f Jl.88' 4" PVC 26 N 29'J8'52' E 24. 19' 4" PVC 27 N 60'21'08' W 26.71' 6" PVC 28 N 8T09'J8" W 41.0J' 6" PVC 29 N 49'48'48" E 2.BJ.f J0.78' 6" PVC JO N 64"58'JJ" W 18.60.f 4.JO' 6' PVC 20 I 40;c,.... ___ ...:;60 I I SCALE HUNSAKER & ASSOCIATES SAN DIEGO, INC. Plt\NNING 9707 Waµlei Street ENGINEERING San Diego, Ca 92121 SURVEYING Pl-!(658)558·4500· FX(858)558·1414 SUBDIVISION BOUNDARY VALLECITOS WATER DISTRICT APPROVED BY:~ , DATE: P-f-oi' FOR GRADING PURPOSES ONLY . LOT 20 MAP 14543 OPEN SPACE APN: 213--110-07 ! ' I -ENGINEER OF WORK ' Gu_BJJ/-_9/u,/011- DAVID A. BLALOCK DATE RCE NO 62891 EXP. 6/30/10 ' ' BENCH MARK DESCRIPTION: sro. STREET SURVEY MONUMENT LOCATION: STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL ELEVATION: 311.41 NGVD 1929 ' I "AS fJ1B~U RCE /4 .;l. !J't/ EXP. I I REVIEWED B~~ ~,:Z--4'1, . - INSPECTOft' BUILT" 6,-30--t :,_ • .. 1!1/u DATE to/.,_/ I I DATE I I "i \ 3-// DATE LOT 8 OPEJ\J SPACE . P/1"' I/'\. L1.S-t3t//L T INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITTAL DATE INITIAL OTHER APPROVAL CITY APPROVAL R:\0510\&£:ng\Rough Groding\Rough ond Precise Grading 1.,3\0510RG012.dwg[]Sep-30-2008: 16: 15 20 j'AAP 1454 ;3 OPFN SPACE APi\JJ 213-110--01 C[] 2 CITY OF CARLSBAD I s12sl ENG/NEERING DEPARTMENT PRECISE GRADING PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.3 AREA DRAINS & PIPES - APPROVED: DAVID A. H~~ 1rh"1R DEPUTY CITY ENGINEER PE 33Q81 EXA ~,;,,1/]•v DATE OWN BY: PROJECT NO. DRAWING NO . CHKD 1'~f~ CT 07-05 457-SA RVWO BY: \, W.O. No. 2301-15 RIN : V. W.O. MAX 071292 1'l1008