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HomeMy WebLinkAboutDWG 449-1A; PIP 06-17; OPUS POINT LOT 9 & 10; 01-06GRADING NOTES I IN ADDI T/DN TO THE REO/J/REMENTS OF CHAPTER /5. 16 OF THE CARLSBAD MUNICIPAL CODE./ I. THIS PLAN S/JPERSEOES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ Cl TY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIV.: ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, Cl TY STANDARDS OR OTHER ADDITIONAL DOCUMENTS L ISTEO HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS OOES NOT RELIEVE TH£ DEVELOPER OR £NGINEER-OF- WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS OISCOVEREO OUR/NG CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERM/ T FROM THE CITY ENGINEER WILL 8£ REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERM/ T ISSUANCE. A CERTIFICATE OF INSURANCE MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON THE PERMITTEE'S POLICY IN TH£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POL ICY MUST HAVE A RATING OF "A-• OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS £STABL /SHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301. {b/5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERM/ TS FROM THE BU/LOIN(] DEPARTMENT. 6. NO WORK SHALL 8£ COM\f£NC£0 UNTIL ALL PERMITS HAVE BEEN OBTAINEO FROM TH£ Cl TY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL 8£ MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER. NOTED WITHIN THE REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON BEING Sl(JNEO BY TH£ CITY ENGINEER. 10. TH£ ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. I I. ACCESS FOR FIR£ ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SI TE AT All TIMES OUR/NG CONSTRUCTION. 12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS. ,4 SOILS REPORT COMPRISED OF.-(A/ SUMK4RY SHEET. {Bl LABORATORY WORK SHEETS ANO /C/ COMPACTION CURVES, SH4LL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF TH£ STAT£ OF CAL !FORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT Will BE SUBMITTED TO TH£ Cl TY ENGINEERING INSPECTOR WI THIN llW WORKING DAYS OF THE COMPLETION OF FIELD TESTS. /3. ,4 SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECO/.tENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO TH£ ISSUANCE OF ,4 BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER TH£ DIRECTION OF A PROFESSIONAL ENGINEER OF TH£ ST4T£ OF CALIFORNIA PR!NC!P4LLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUT/JR£ FILL AREAS SHALL 8£ CONSTR/JCT£0 IN ACCORDANCE WI TH TH£ Cl TY OF CARLSBAD STANDARD SP£CIFIC4TIONS ANO TH£ "E4RTHWORK SPECIFICATIONS • 4TTACHEO TO TH£ PRELIMINARY SOILS INVESTIGATION. 04/LY FIELO COMPACTION REPORTS Will BE SUBMITTED TO THE PROJECT INSPECTOR. 14. 4 PRECQNSTRUCTION MEETING SHAil Bf Hf/Q AT TH£ SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE TH£ MEETING THROUGH TH£ PERMIT CLERK /160 438-389// 4T LEAST FIVE /5/ WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE 4V,4 ILABL£ PRIOR TO SCHEOUL ING. TH£ GRADING PERM! TWILL 8£ PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRFCQN5TRUCTIQN MEETING WIil BE MAO£ BY CALL ING TH£ ENGINEERING 24-HOUR INSPECTION R£0U£ST l IN£ AT (1601 438-389/ INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M ON TH£ DAY BEFORE TH£ INSPECTION IS NEEOEO. INSPECTIONS WILL BE MAO£ THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REQUESTS MADE AFTER 2.00 P.M. Will 8£ SCHEIJULED FOR TWO FULL WORK DAYS LATER. /6. TH£ OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINT4IN All SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LAI!,$ ANO REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6105 BY SUBMI TT/NG ,4 0£T4/l PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING. BRACING SLOPING OR OTHER PROVISIONS TO BE MAO£ OF WORKER PROTECTION FROM THE H4Z4RO OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIP£ INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR MORE IN DEPTH AND APPROVED BY TH£ CITY ENGINEER AND/OR CONCERNED 4G£NCY PRIOR TO £XCAV4TION. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY TH£ CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINl~TRATJV[ CDD[ TH[ PLAN ~HALL B[ PR[PAR[!) BY A REGISTERED ENGINEER 4T THE CONTRACTORS EXPENSE. ,4 COPY OF THE OSHA EXCAV4TION PERM/ T MUST BE SUBMI TTEO TO TH£ INSPECTOR PRIOR TO EXCAVATION. /8. NO BLASTING SHALL BE PERFORMED UNTIL A Vlll 10 BLASTING PERMIT HAS BEEN OBT4 INEO FROM TH£ Cl TY OF C4RLSBAO. SU8M/ T APPL IC4TION FOR BLASTING PERMIT M"LL IN ADVANCE OF TH£ SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVEREO WI THIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS Will CEASE IMMEDl4T£l Y, ANO TH£ PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TH£ PERM/TT££ HAS R£C£IVEO WRITTEN AUTHORITY FROM TH£ CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SI TE OR ADJACENT THERETO. INCL/JO/NG WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPER4TION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EOUIPMENT ANO ANY OTHER ASSOCIATED GRADING £01//PMENT SHALL BEL /Ml TEO TO TH£ PERIOD B£TM"£N 1.-00 4.M. ANO SUNSET EACH DAY, MONDAY through FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON »1:£KENOS OR HOLI04YS. IA LIST OF CITY HOL /DAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. I 2/_ ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH£ Cl TY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATER/Ill SHALL BE 0£POSIT£0 AT, ,4 SITE APPROVED BY TH£ CITY ENGINEER. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAM4GE OCCURRING 4LONG THE HAUL ROUTES OR ADJACENT STREETS AS ,4 RESULT OF TH£ GRADING OPER4TION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AR£4 TO 8£ GRADED. NO TREES AR£ TO BE REMOV.:0 UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO OR4IN.GRAO/NG RESULT/N(] IN THE PONO/NG OF W4T£R IS NOT PERM! TT£0. ALL EARTHEN SWALES ANO DITCHES SH4LL HAVE 4 MINIMUM ON£ PERCENT SLOP£. 25. THESE PLANS AR£ SUBJECT TO ,4 SIGNED ANO APPROVED SET OF £ROS/ON CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO 4S APPROVED BY TH£ Cl TY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAD£ TO PROOUCE A UNIFORM SURFACE AND CROSS SECTION. TH£ SI TE SHALL BE LEFT IN ,4 NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED AND DISPOSED OF AT ,4 SIT£ 4PPROVED OF BY THE CITY ENGINEER. OPUS POINT LOT 9 & POR. LOT PRECISE GRADING 10 & EROSION CONTROL PLANS P.I.P. 06-17 21. ALL SLOPES SHALL BE !RR/Gil TEO, STABILIZED, PLANTED ANO/OR HYOROSEEOEO WI TH IN TEN f IO/ DA rs OF THE Tl ME WHEN EACH SL OPE IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. 2B. LANOSC4PING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRE{) BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT. DRAWING NO. , ANO/OR AS OIR£CT£0 BY TH£ CITY ENGINEER OR PLANNING DIRECTOR. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTR4CTORS SHALL COORDINATE TH£ WORK OF THESE GRAD I NG PLANS WI TH TH,4 T SHOWN ON BO TH TH£ LANO SCAPE ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS 45 REOUIREO FOR THIS WORK IN ACCORDANCE WI TH THE LANDSCAPE MANUAL TIM£ REO/JIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM OR4IN PIPES, UP TO 15" PVC MAY BE UTILIZEO PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" ROCK PER SORSO S-4 TYPE ·c• ANO PIP£ MEETS ASTM STAN04RO 3034 FOR SDR 35 SOL 10 WALL PIPE. 3/. WHERE AN EXISTING PIP£ l!N£ IS TO 8£ ABANDONED AS ,4 RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WI THIN TWENTY FEET OF BU/LO/NG OR STREET AREAS AND REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER AR£4S TH£ PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER ANO/OR TH£ GEO TECHNICAL ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES /ABOVE GROUND ANO UNDER GROUNO/ WITHIN TH£ PROJECT SIT£ SUFFICIENTLY AHE40 OF GR,40/NG TO PERMIT THE REVISION OF THE (JRADING PLANS IF IT IS FOUND THAT TH£ ACTUAL LOC4TIONS AR£ IN CONFLICT WITH THE PROPOSED WORK. 33. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SE£ BELOW/ 4T LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE TH£ WORK WITH ,4 COMPANY REPRESENT4TIVE. UNDERGROUND SERVICE ALERT {800/422-4133 SOG8E {800/660-7343 P4CIFIC BELL /800/892-0123 TIM£ WARNER CABLE f 160/438-774/ CITY OF CARLSBAD /STREETS II STORM DRAIN/ /160/434-29BO CITY OF CARLSBAD /S£»1:R,WAT£R 8 RECLA/MEO WATER/ {760/438-2722 34. PERM! T COMPLIANCE R£0UIR£M£NTS.- A. FOR CONTROLLED GRADING• THE 4PP( /CANT HIRES A CIVIL ENGINEER, PROJECT LOCATION THIS PROJECT IS LOCATED /IITHIN ASSESSORS PARCEi Na 221-881-03, 04 THE CALIFORNIA COORO/NA TE INDEX OF THIS PROJECT IS N 1992 E 6258. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL TOPOGRAPHIC SURVEY BY SAN-IQ 4ERIAL SURVEYS ON JUlY 8, 1997. EXIS7/NG MASS GR40/NC SHOWN PER APPROVED CITY OF CARLSBAD om;. Na 409-IA. LEGAL OESCRIPTION LOT 9 AND POR7/0N OF LOT 10 OF CARlSBAO TRACT Na 98-10, CARLSBAD RACEWAY, IN THE CITY OF CARLSBAD • COUNTY OF SAN OIECO, STA TE OF CALIFORNIA, ACCORD/NC TO M4P THEREOF Na 150/J, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY J, 2005 AS FILE No. 2005-0311022 OF OFF!C/Al RECORDS. REFERENCES (D HYDROLOGY ANO HYDRAULICS BY ODAY CONSULT4NTS, INC. OA TEO JUL r, 2006. Q) STORMWATER MANAGEMENT PLAN BY ODAY CONSULTANTS, INC., OA TEO SEPTEMBER, 2006. Q) STORMWATER POLLUTION PREVEN7/0N PLAN BY Ol7AY CONSULTANTS, INC. OA TED NOVEMBER, 2005. © CEOTECHNICAL REPORT BY CEOCON, INC. OA TEO NOVEMBER, 2005 REFERENCE PLANS CITY OF CARLSBAD ORAi/iNC Nas 40/l-f, 409-14 SOILS ENGINEER's CERTlfiCATE LICENSE EXPIRATION DATE: OECLARATION OF RESPONSIBLE CHARGE I HEREBY DEG.ARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HAVE [XERC/SEO RESPONSIBlE CHARGE OlirR THE DESIGN ON THE PROJECT AS DEFINED IN SECTION 6103 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRA/IINCS AND SPEC/RCA T/ONS BY THE Cf TY OF C4RLSBAD DOES NOT RELIEVE M£, AS ENGINEER OF WORK, OF MY RESPONSIBILl7/ES FOR PROJECT DESIGN. OVA Y CONSULTANTS, INC 2110 LOKER A VENUE WEST, SUITE 100 C4RlSBAD, CALIFORNIA 92010 ()fESS/ SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL AOVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {/5. 16. /20 4. 8} (150) 931-ll°h "' CARL SBAO MUN IC I PAL COO£. B. PRIOR TO FINAL APPROVAL OF ,4 GR4DING PERMIT-TH£ FOLLOWING REPORTS MUST BE SUBMITTED TO TH£ CITY ENGINEER V/,4 TH£ PROJECT INSPECTOR {15. /6. 120 4. JO} CARLSBAD MUNICIPAL CODE, I I I FINAL REPORT BY SUPERVISING GRADING ENGINEER ST4TING All GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO TH£ 4PPROVEO PLANS {OBTAIN SAMPLE OF COMPl!ANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT/. /2/ AS-BUILT GRADING PLAN. /3/ REPORT FROM TH£ SOILS £NG/NEER, WHICH INCLUDES RECOM'r/ENOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUAL I TY OF TH£ SO I l, ANO SUMK4R I ES OF FIELD ANO LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER TH4T TH£ GRADING WAS DONE IN ACCORDANCE WI TH THE REOUIREMENTS AND RECOM'rlENDATIONS OUTL INEO IN TH£ PREL /Ml NARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. /4/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE Cl TY. 35. UNLESS ,4 GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE fl/ YEAR AFTER TH£ CITY ENGINEER'S 4PPROVAL, THESE PLANS M4Y BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REOU/REO FOR ANY SUCH RECHECK. 36. TH£ SOILS REPORTS TITLEO UPDATE GEOTECHNICAL !NVEST!G4TION, C,4RLSBAO R4CEWAY B/JSINESS PARK, CT. 98-/0, CARLSBAD. CA. OATEO AUGUST 17, 2004. ANO UPDATE GEO TECHNICAL REPORT, OP/JS POINT AT THE R4CEWAY. LOTS 5 THROUGH I I f INCLUSIVE/ ANO LOTS /6 THROIIGH THROUGH 25 f INCLUSIVE/ DATE[) NOVEMBER 10, 2005, PREP4REO BY GEOCON, INCORPOR4TEO ANO /JP04TE LETTER OAT£0 JANI/ARY 10, 2006 BY MTGL, INC. SH4LL BE CONS!OEREO 4S PART OF THIS GRAOING PLAN. ENGINEERS NOTES I. REVISION OF THESE PLANS MAY BE REQUIRED IF TH£ PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO TH£ OEAOLINE DATE OF THE IMPROVEMENT 4GREEMENT. 2 THE EXISTENCE ANO LOCATION OF UTILITY STRUCllJRES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TTEN TION IS CALLED TO THE POSSIBLE £XIS TEN CE OF OTHER UTILITY FACILITIES OR STRUCllJRES NOT SHOWN OR IN A LOCA T/ON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 3. THE CONTRACTOR SHALL VERIFY THE LOC,47/0N OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFRCIENIZY AHEAD OF THE CONSTRUC7/0N TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTVAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK 4. ALL HD.P.E. STORM DRAIN TO BE INST4LLEO PER HANCOR BACKRll RECOMMENOA 7/0NS FOR Hl-0 PIPE. ofESS1a "' "f, ½ --. -z. t!> r, w "' P:. NO. 55381 .;;o EXP. 12/.31/08 C/VlL OF CA\.I~ c~7~~' s 271 o Loker Avem1e West Civil Engineering Suilo 100 Planning Corlsbod, Califomia 92010 Processing 760-9,1-7700 Surveying ra1e:: 750-9.31-8680 www.odoyconsi.ll□nts.com -~(.---l/1 . -z. 7/MOTHY a CARR()/_l, JR. R. C.E. Na 55381 r, ,..., . 55.361 ~ 12/31/08 * CITY OF OCEANSIDE HIGHWAY SITE EXP. 12/31/08 OWNER's CERTIFICATE CJVI'-rf/,-*,._ CALl'i VISTA I (WE} H[REBY CERTIFY THAT A R[G/STEREO SOILS ENGINEER OR C[OlOCIST HAS BEEN OR Will BE RETAINED TO SUPERVISE OVER-All GRAD/NC ACTIVITY ANO A~ Tl{£ COMPAC7/0N ANO STABILITY OF THIS SITE. DR. /--:::-. ✓r,r " -.:t;if 7 PAUL MARSHAii, DIVISIONAL PRESIDENTOATE PACIFIC OCEAN IONSHEAD AVE. .J-.'~::,p~ CITY OF ...,__,,_._. SAM MARCOS : CITY Of ENCINITAS VICINITY MAP NO SCALE OWNER/DEVELOPER OPUS WEST CORP. 4350 LA JOLLA VIUACE DRIVE, SUITE /10 SAN DIEGO, CA 92121 PHONE.· (858) 546-4100 DEVELOPER OPUS WEST CORP. 4350 LA JOLLA Vl/lACE DRIVE, SUITE /10 SAN DIEGO, CA 92121 PHONE.· (858) 546-4108 EARTHWORK QUANTITIES YNEER/LANO SURVEYOR CIVIL ENC. CUT: 1,100 CU. YOS. RU: 1,100 CU. YOS. IMPORT.· 6,000 CU. YOS. REMEDIAL: -0- NOTES.· I. THESE QUANTITIES 4RE FOR BONO/NC PURPOSES ONLY. AND ASSUME NO SHRINKAGE. CONTRACTOR TO VERIFY TO HIS Sil TISFACTION. • TS, INC. '/JE WEST, SUITE 100 ODAY CONSULT4N 2118 LOKER A VEM CARLSBAD, CA. 92, (160) !}J/-1100 010 2 CONTRACTOR SHALL SUBMIT AND RECEIVE APPROV4L FROM CITY FOR HAUL ROUTES PRIOR TO HAUL/NC DIRT OR CONSTRUCTION MA TERI AL S TO OR FROM THE SI TE. I 1.1:l.!·H,,q ...,.,._ AS -BUil T DESIGNED BY: H.R. DATE: DEC. 2006 DRAWN BY: T.G. G.M. SCALE: AS SHOWN PROJECT MGR.· T.O.C. JOB NO.: 05-1130 ENGIN[tR OF WORK: ~£l_J/ DATE:c/4.b;> TIMOTHY 0. CARROLL, JR. RCE: 55381 BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+16 ELEVATION: 297.25 M.S.L. DATUM: NCVD 1929 DATE INITlAL ENGINEER OF WORK !:\051130\053CIIGOl.dwQ Mer 2Q. 2007 8:54om Xrl'lfs: 05JO.ic; 0630AN; 06JORG REVISION DESCRIPTION WORK TO 8£ DON£ THE GR,40/NC WORK SHALL CONSIST OF THE CONSTRUCTION CF All CUTS ANO FILLS. REMEDIAL GRADING, ORA/NACE FAC/l/7/ES, EROSION CONTROL FACILITIES, ANO PLANT/NC OF PERMANENT LANDSCAPING ANO PREP4RATION CF AS-BUILT GRAD/NC PLANS, AS-BUflT CE()/_OG/C MAPS AND REPORTS, AU AS SHOWN OR REOIJIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEC/RCA 7/0NS. REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl TED ON THESE PLANS. TH[ CRAOIN6 WORK SHALL BE PERFORMED IN 4CCOROANCE 111TH THE FOLLOW/NC DOCUMENTS, C/JRRENT AT THE TIME OF APPROVAL OR AS DIRECTED BY THE CITY ENGINEER: f. CARLSBAD MUNICIPAL CODE. 2, CITY if CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. RESOLU7/0N NOs. 5024 THROUGH 5030 DATED OCTOBER 11, 2001 Jr P.I.P. 05-11 DATED NOVEMBER 16, 2006. 5 THE STANDARD SPEC/RCATIONS FOR PUBLIC WORKS CONS!R/JCTION (GREEN BOOK) 6. SOILS REPORTS ANO RECOMM£NOA7/0NS BY CEOCON INCORPORATED, DATED NOVEMBER, 2005 AND UPDATES. 7. THE SAN 0/ECO REGIONAL STAN04RO DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY CF CARLSB4D STANDARDS. 8. ENVIRONMENTAL APPROVAi DOCUMENTS DATED OCTOBER 11, 2001, RES. NO 5031 9. STORMWATER POLLUTION PREVENTION PIAN (SitPPP) BY ODAY CONSULTANTS OATEO NOVEMBER. 2006, W/)/0 Na 9 31C345039. 10. STORM WATER MANAGEMENT PIAN (SW!.IP) PREPARED B,Y ODAY CONSULTANTS, INC., OA TED NOVEMBER, 2006. II. THE CALIFORNIA STORM WATER OIJALITY ASSOCIATION (CASQUA}. STORM WATER BEST MAN4CEMENT PRACTICE, CONSTRUCTION HANDBOOK ANO STATE OF CAUFORNIA, DEPT. CF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. NOT£-OUANTITIES ARE FOR BONO/NG PURPOSES ONLY. ACTUAL QUANTITIES M4Y VARY. LEGEND DESCRIPTION STD. OWG.* SYMBOL QUANTITY SUBDIVISION BOUNDARY. LOT LINES •••••••••••••••••••••••••••• A.C. PAVEMENT_ •• __ •••••• JJETAIL SHT. 2 •••••• P.C.C. PA'l[MENT ••••••••••• JJETAIL SHT. 2 •••••• P.C.C. 6' Cl/RB. • •••••••••••••• _C-1. • • __ _ P.CC 6' CURB &-CUTTER. _ _ _ _ _ _ _ _ _ .C-2_ _ • __ • REDWOOD HEAOER. • • • • • • • • • • • • • • • • • • • • • • • PC.C. SWALE_ •• _ ••• __ •••• JJETAIL SHl 2 •••••• P.CC. PATIOS (SEE ARCHITECTURAL PIANS). • ••••••••• EXIST/NC CONTOUR. • •••••••••••••••••••••• PROPOS[O CONTOUR ______________________ _ OA '/LIGHT LINE •••••••••••••••••••••••••• CUT/ RLL I/NE ••••• _ ••••••••••••••••••• EXISTING SLOPES. • ••••••••••••••••••••••• CUT OR Rll SL OPE 1/NES. • • • • • • • • • • • • • • • • • • • EXIST/NC SPOT ELEVATION. ••••••••••••• _____ _ EXIS7/NC FLOM/NE ELEVATION _________________ _ flO/IIJNE ELEVATION. • ____ •• _ • ______ ••• _ ••• TOP CF CURB ELEVATION. • • • • • • • • • • • • • • • • • • • • • FINISH SURFACE ElEVA TIONS. • •••••••••••• _ • _ _ _ _ FINISH GRADE SPOT ELEVATIONS ••••••••••••• ____ • a• HOPE STORM ORA/N ___________ • _____ •• _ ••• 12• HOPE STORM DRAIN_ 75• HOPE STORM DRAIN. /8" HOP£ STORM DRAIN_ 24' HOPE STORM DRAIN. /Bx 18' CATCH BASIN INLET W/TRAfflC CRATE &-INSERT" (WHERE NOTED) &-STENCIL/NC. --•• -• 24x 24• CATCH BASIN INLET W/lRAmc GRATE &-INSERT" (WHERE NO TED) Jr STENCIL/NC _ _ _ _ _ _ _ _ JO'x JO' a.EANOUT. • • • • • • • • • • • • • • • _ _ • __ •• J6·x 35• CATCH BASIN INLET W/TRAmC GRATE &-INSERT" (WHERE NO TEO) &-STENCl/fN6. • • • • • _ RIP-RAP SPLASH PADS. • •••••••••••••••• __ • INLET STENCIL/NC. • • • • _ • • • • • • • • • • • • • • • _ _ _ VECETA TED SWALE_ _____ • ______________ ••• RETAIN/NC WALL (SEPARATE PERMIT REOIJIREO). • ••••••• ADJ. RIM EXIST. TYPE 'F' C.B.. • •••••••••••••••• CONVERT EXIST. T'rPE 'F' C.B. TO CLEANOUT •• ________ •• 'SORSO UNLESS NOTED "CATCH BASIN INSERTS SMAIL BE GRATf INL[T 51(/MM[R BOK WITH Oil BOOM BY SUNTREE TECHNOLOGIES OR APPROVED EOUAL. ------- ----420- _.,__ -J- ,__ - ~o--- ~0--- -~o--- -~o--- -~o--- t81 t8I t8I IZJ IZJ 60,200 SF 2,500 SF 1,960 lF 515 lF 320 lF 340 lF 190 SF 110 lF 335 LF 20 lF 195 LF 110 LF IOEA 2 EA I EA 2 EA UEA 15 EA 525 LF 1500 SF f EA I EA CONSTRUCTION PRIORITY: HIGH Ptf~DEPARTMENT APPROVAL "AS BUil T" ~~ J/z~k DATE:S}'.3/ /07 (SIGNED) DON NEU, PLANNING DIRECTOR 1l/,IOTflY O. CARROLL, JRI; / DATE RCE 55381 EXP. ll 3/ 10 R Mqp) DATE:S/31 /o7 R~ED BY: (!6,/,, (SIGNED) r,,,,..J I/ . 3Jl,tf!1 RECOMMENDED BY: ~ ~M ~eV (PRINT NAME) INSPECTOR DATE I SH6TS I I SH,ET I CITY OF CARLSBAD ENGIMEERING DEPARTMEMT PRECISE CRAOING ANO £ROS/ON CONTRa Pl.ANS FOR: OPUS POINT LOTS 9 <f' POR. /0 APPROVED f1._t,!,/ {/7/e,, DAVID A. HAUSER PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATJ INITIAL CHKD BY:~ P.I.P. 06-f 7 OTHER APPROVAL CITY APPROVAL 449-fA RVWD BY: 071607 400 395 405-~ 395 f 2 3 -----------·-·. --- .. ·-····· -:.-•. , .......... •· ................. -.:J .. l:t-JI!.:: --~--...................... ·---........ ···-··· ... -········ ... ······. ········•·· ""~·~········- -······ ..... F.i::·: ---4--_::::.· ::t::"::·~;·_ ....... ........ ...... . .... . ....... ::•••.., OH i:.::•.:: ........ ········-· ... ..... ..... ... . ... .. , "' . . . ............................ ·-·· .................... ·•····· .......... ---· ···-·· .,;; o' 25• 50 100' 200' R/W L=-="~~ n' R/W f-+-------------'..,__ _________ __:, 10' 5.5' 2% --I -0.5' (TrP.) 26' 26' 10' EX/Sf AC. PVMT. OVER AGGREGATE BASE PER DWG. 409-f EXISTING LIONSHEAO A !if: SCALE: 1• 100' PUBLIC NO SCAlE SEE 0/IG. 409-1 ------...... _.., ----. .. ---. ---. ------.... PROFILE -WL Y CURB WEST DRIVEWAY SCAJ.[: HORIZ. ~ f • = 20' VERT. ~ !' = I' R£QUIR£D TREATMENT CONTROL BMP TABLE TYPE OESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANC. AGREEMENT FREQUENCY BIO FILTRATION TC-JO VECETATEO PVT • J ~ I AS NEEDED SWALE • . .,. ---. 10 05 405 400 395 •.• T·· .•••••• ------------------. ---.. -··· •··••-• ·••-···· ---••·• ' ...... ·-·-....... ····················~·g PROFILE -WLY CURB EAST DRIVEWAY , LOT 8 ! SCALE: HORIZ. ~ I• = 20' VERT. ~ t• = I' PARCEL A' 410 405 2' KEY MAP SCALE: 1. 1 oo· /CURB \___ FINISH SURFACE MAP ,, t SHEET INDEX SHEET NO. OESCRIPTION f NOTES & VICINITY MAP VARIES 55'-6!' PARKING ORIVEWA Y PARKING 15' /8' 24' 28' 15'-!8' f----'~~-~-~-~--1---=---=--· - 2' OVERHANG---, -(TYP.) (TYP)_ -2• OVERHANG /wm ,,. """'! f /•"' ,.. PMX>;c) I 6' Tl'PE 'G-2•PmdW/~JlmJd!~6 -T'f!Ji,B'C-I' CURB & GUTTER c=--11-0.5' (TYP.) PAVEMENT ANO BASE AS R£COMM£N0£0 BY SOILS ENGINEER. TYPICAL PR/VA TE OR/1,fWA Y NOT TO SCALE .,,,1---4• A.C. OVER 2 KEY M4P, TYPICAL SECTIONS, & DETAILS ( 4• CLASS 2 BASE J-4 CRAOINC PLAN 5 EROSION CONTROL NOTES 6 EROSION CONTROL PLAN Ir I ///✓,✓//",//~///////////.,,'///////// , \____HEAVY TRAmC AREA: 1• A.C. OVER· 12.5" Cl.ASS 2 BAS£ MODERATE !RAfflC AREA: 4• A.C. OVER 6.5' Q'ASS 2 BASE 'NOTE: FINAL PA 'vf:MENT RECOMMENDATION SHALL 8£ SPECIFIED IN Tl{£ SOILS REPORT BASEO UPON SITE '/( VALUES: TYPICAL PARKING SECTION NOT TO SCAlE FLOW THROUGH TC-52 ORAIN SEPARATOR INSERT PVT J ~ 4 PER MANUFACTURE, ' 10' i 11.5' ' 1------'-"--~.t.., ~--"""-~ ' I j f' DETAIL -CURB OPENING TOP OF SPILLWAY CURB 'PEN ACNE[MENT APPROVEO BY THE CITY PR 07-_ QIJITQ'AIM & REPLACE EASEMENTS OF RECORD EASEMENTS PER Till£ INSURANCE POLICY BY CHICAGO Till£ INSURANCE COMPANY No. 60JDID422-Uf3 & 603070423-U/3 DATED AUGUST 9, 2006 PURPOSE OWNER PR/VA TE DRAINAGE LOT 10 SIGHT DISTANCE CORRIDOR CITY OF CARLSBAD ACCESS RIGHT REUNQ/J!SHED CITY OF CARLSBAD OOCUMENT REC. DATE MAP No. 15013 05-03-2005 MAP No. 15013 05-03-2005 MAP No. 15013 05-03-2005 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 FO)(! 760-931-86!50 www.odayconsultants.com DISPOSITION QUITCLAIM & REPLACE REMAIN Cl11ll Engineering Planning Processing Surveying I MIN. n ' RET. WALL-,-r-i==trr--j~,,~-~,,, ' (6' MAX.} 1 l, FF'_l,,1 L VEGETATED SWALE MIN. : I !' I I I SECTION '.4-A I NOT TO SCALE DESIGNED BY: _,_H,,,,.R~. __ DATE: DEC. 2006 DRAWN BY: T.G. G.M, SCALE: AS SHOWN PROJECT MGR.· T.0.C. JOB NO.: 05-1130 VEGETATED SWALE 560-C-J250 CONCRET[ "AS-BUILT " T!MOTN'r' 0. CAR~, JR. 1----------------l P.E.55381 EXP. 12(51/JO j • ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. RCE: 55 REVrED ~y:.-1 I 1J 11!4 ... /.11 {;VA.· 1IN,-.SP.r!.E CTOR NOT T/J SCAIE • J' I DETAIL -P. C. C. SWALE NOT TO SCALE DATE BENCHMARK: DESCRIPTION: STAN!)ARlJ STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON C£NTERUN£ OF El CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-7800 308+16 ELEVATION: 291.25 MS.L DATUM: NGVD 1929 FLOW UN[ 24• MIN. [ ~ 1:;1 CONCRETE SPILLWAY NOT TO SCAIE ' TO BE USEO WHERE SLOPE FROM CURB OPENING TO Fl OF SWAL[ >!OX NOTE!! ELECTRONIC DA TA RlES ARE FOR REFERENCE ONl Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROi. "~7 I.,.,.. AS-i!,1./ILT . ~ CITY OF CARLSBAD I SH6EETS I 1------1---+-------'------------11---_j_---1----l----l ~ ENGINEERING DEPARTMENT f-------l---+-----------------il----+--+---+---l DATE INITIAL DATE IHITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CRAO/N(; Pl.ANS FOR: OPUS POINT LOTS 9 ct POH. 10 APPROVED/) /AL 6'-4 ',,,, DAVID A, HAUSER PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DWN BY: __ _ CHKD BY· GvP RVWD BY: &W PROJECT NO. P.I.P. 06-17 l:\051130\0530RG02.dwg ~ JO. 2007 12:01pm Xrefl: 97J!iAsTR: 9735MJ'n •• 98223UR.: 0530RGR0; 05~RGR:DI: 0530Rl,l.\l): 05J0RUTI.; 0530RUTL1; 05JOSGRD; 0530SGRD1; 05JOSMAP; 0530SU1L. 0530SUTL1; 0530RG; 05JORPRO; 0530RGLY DRAWING NO. 449-1A 071607 I / / • I / • ! / /ST. 12• ~ ()fESS/ '-"' !2 '"-. "i "' ,., w ,,, O!-NO. 55381 :o * EXP, 1'/31/01 * J'~/: CJ Vl\. f;,.~,,_ < Of CA\.I~() C~/~~TS 2710 Loker Avenue West Civll En~ineering Suite-100 Planning Carlsbad, Colifomio 92010 Processing 760-9.31-7700 Surveying Fmc: 760-931-8680 www.odoyconsullants.com '\ R£CIPROCA1 4ttl~ !$YT. P[R OOC. 200<J-OIZ4408 R£C. 3/10/ZOO{J C '\ g t: \;o ~ <:, .... 'I- DESIGNED EY: H.R. DATE: DEC. 20D6 DRAWN EY: T.G. G.M. SCALE: r = 20· PROJECT MGR.· T.0.C. JOB NO.: 05-1130 ENGINEER OF WORK: --;;-:-c?_,v; DA TE: cl .:s{-:, TIMOTHY 0. CARROLL, JR. RCE: 55381 -T 9/ BUILDING 9 SLOP£D FLOOR • 3.83 A SEE SHEET No. 4 "AS-BUILT " ~~ll.JR -~,/q__ P.E.55381 EXP. 12/31/2010 DATE 1;D BY: !la ~°t,,1q Mt a, ~ ~• l'N PECTOR DTE I I . . I I c:r•-tflST. 6" REi • WATER BENCHMARK: ,a·x ,a· CATCH !JASIN W: 'ATR/£11,1 CRATE 411.2 TC 408. 0 FL 0£/T 1/;i_u/..-ll • DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CcNTERUNE OF cl CAMINO REAL Tc... DATE INITIAL I ~I I A 5 -e,UJL T I ~ /i-------j\ ll f ,~ £%/ST.\ I I I OFF. l,f //,/PRO '(!,i[NTS I DATE _.'l,'._ -----, I INITIAL RECORD FROM: NORTH COUNTY vf:RTICAL CONTROL DATA R-1800 308+16 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ELEVATION: 291.25 MS.L. DATUM: NGVD 1929 I: \051130\0530RG03.dlfl'~ ~er 28, 2007 •: 46pm y o· 5• 1 POR. 15' W/0£ ST. DRAIN £SMT. P£R MAP N11. I 50 I .J Tl) RCMAIN [%/ST. TYP£ ,4-,t' C.O. (f,1,5 TC ()9.J.49 fl /NJ (.19.J.29 fl olJT} Jg,1.79 fl IN '/3, 20' 10 4D' SCALE: 1 • = 2D' OJ 06-21 S. W.M.P. TABLE DATE INITIAL CITY APPROVAL DESCRIPTION QUANTITY /J~/N,4rJ! I !A /NS£Rl/FIL TfR V[6[TAT£0 J55 LF SWAL£ NOTE!! ELECTRONIC DA TA fllES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OH '.f:RllCAL SUR'.f:Y CON!ROI. I SHJET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT CRAD/N(l PLANS FOR: OPUS POINT LOTS 9 it POR. 10 APPROVED ( J / A/' 6~7@7 DAVID A. HAUSER (, PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER ATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: GvP P.I.P. 06-17 RVWD BY: b.JJ 449-IA Xref's 97.35AGRD: 9735,1,S'JR; 9735AUTL; 0530RC; 0530RGRO; 05lORGROI; 0530RMAP; 0530RUTlt; 0530SGR01; 05:SOSGRD; 0530SIJll.; 0530SUTL1; 05JOS1i!AP; 0530PUlt; 0530RUll 071607 , SEE SHEET No. J CURB OP£NINGS {TYP) (S££ DETAll, SHT. 2) "~ll . 'l· <.tt -"C·--:.tiI"iJ~-'/);'•'-'' I ~1/A, l U~-¼inl ;;;,'A-1-\'f';';; ,<~ ~ A : ----<. . 1--+·-i;.-f ~ l-•-l--•C---1--•a • /' "' --,,.o~ .. 1 ..,~..., '~i.,-e::" .. ~ fS RECIPROCAL ACCESS £SAil. PEH DOC. 2ooa-012440e, REC. 3/10/2008 0 • - . i BUILDING 9 SLOPED FLOOR ,ax ,a,. CATCH BASIN W/ INL£T FILTER 40T.OO TG 405.00 Fl OUT .. ,f--.----'--••. f-r•t ~• • ----+--V-----• ~JI~ --::· :::· "=·=·::.'.•;:· :t.;.•c:•----:~~~,·ff...: 140. 3/' ~ 12 ",.JJJPE ~l.5¾. -. ~· ~ .. ,. "'-~, :; ~~,, PARCEL A' ADJ 06 21 3.83 A . • • • ' ·• • •. 'A • • ...: - • ~s .... T-g. "Of~ ,-,,.. "< --~---~~~=F.A~~ .. " ==A=<~_=-_-=...:=-"':~~ -----!C-- RECIPROCAl I ----•-·--------~ -----~ --) -------- I i '' \ -----·' ------- 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 fQ)(: 760-931-8580 www.odayconsultants.com Civil Engineering Plonnin51 Processing Surveying V . '-' I I ACC£SS £SAil. / PEH 0OC. 2008-0124408 .--· REC. 3/10/2008-··-----·-· N89'JJ',15"E -~---- 1006.39' ./- L- ;WAP JVoJ 14831 DESIGNED BY: ..,H.,,_.Ru.•~-- DRAWN BY: T.G, G.M. PROJECT MGR.· T.0.C. ENGINEER Of WORK: TIMOTI-IY 0. CARROLL, JR. DATE: DEC. 20D6 SCALE: 1" = 20' JOB NO.: 05-1130 RCE: 55381 "AS-BUILT " Tl&c~ I :;/2.<+k P.E. S53(3f EXP. 12/.3 f/20/Q DATE I NSPECTOR , I 1 I \ 0.5K \ \ 1a·x ta· CATCH BASIN W/ INLET FILTEH 410.95 TC ""·"5 re 406.8 FL IN 406.7 FL our 32.75'~8" HOPE O 24.8%' ...!j.;H-----,c{JJ, 1a•x 1a• CATCH BASIN ccEc. W. 'ATRIUM 0!{Af£ ,111.J re 408.J FL our ~•~a• Hj/P£0 ;8,0K -----<;k,..J..,fi I ' I ' I -~~"°wi10£'iii')vr. " 1£s. l-------Pf.'/H>06.I B ~ ·20::,e H ---w --- ., /") / ---"--------.[.,). _/ '\ ' • , I -·-··· ~-------------·---··· ----------~---·---------'""'--,==='-'·;;;;>::s:=···-···:-~ ----~~----· -~-------_-_-__ _____JL._ _______ . ·-· --. BENCHMARK: DESCRIPTION: STANDARD STl?EET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAMINO REAL RECORD FROM: NORTH COUNTY 1/f:RTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 29725 M.S.L. DATUM: NGVD 1929 .'!' .. -, , R-AS-81/ILT ' I DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION --------- DATE INITIAL OTHER APPROVAL • PARCEL '8' ADJ 06-21 DATE INITIAL CITY APPROVAL o· 5' 20' 10 40' SCALE: 1 • = 20' S.W.M.P. TABLE OESCRJPTION OUANTITY ORA/NAO£ J EA INSERT/FIL Tl, VEOETATEO 190 LF SWALE NOff!! ELECTRONIC OA TA fll£S ARE FOH REFERE.NCE ONLY ANO ARE NOT TO BE USEO FOH HORIZONTAL OR 'vf:RllCAL S/JR~Y CONTRa. I S4ET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT GRADING Pf.ANS FOR: OPUS POINT LOTS 9 d' POil 10 APPROVED/') -.,, #?' ~ DAVID A. HAUSER . PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: GuP P.I.P. 06-17 RVWD BY: ~,.,., 449-!A I: \0511.J0\0530RG04.DWG Mar 26, 2007 4: 47pm Xrffs: 9735>.GRD: 9735AS1R; 9735Allll; 0530RQ; 05..3(1WRD; 053DRGRDI; 05..30RMAP; 0531JW1U; 0530SGRD; ffi.30SGR01; 0530SldAf'; 05J0SUTl.; 0530SUTU; ~30Rl.lll 071607 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RALPH MILLER, AT (949) 622-1950. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4-. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 407:). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4-INCH MINIMUM AGGREGATE 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STA,NDARD SPECIF/CATIONS AND THE FOLLOWING: ' A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4-FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: c. D. £. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:f COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEAOS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL< BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA d, 4 lb~, PEFi ACF/[ Of ACHILLEA M/LLEfOL/11 e. 3 lbs. PER ACRE OF AlYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY 8£ ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO 8£ HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALJNE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 50'MIN. 12" MIN. PUBLIC RIGHT- OF -WAY PROF1l,E 2" MINUS ROCK EXISTING GROUND _L JO'MIN .. T STEEL SHAKER PLATES/RUMBLE RACKS PROVIDE APPROPRIATE TRANSIT/ON BETWEEN STABILIZED CONSTRUCTION ENTRANCE ANO PUBLIC RIGHT-OF- WAY 20'MIN RADIUS PUB C RIGHT-OF-WAY FENCE/BARRIER TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE PER CALIF. STORMWATER BMP DWG TC-1 1. SET POSTS AND EX CAVA TE A 4 BY 4-IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE UN£ OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETWEEN BAGS ACIS AS SPILL WAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 9 IN (23 CM) t EARTHEN RIDGE FILL SLOPE 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4-IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE C9./~~T DESIGNED BY: H.R. DRAWN BY: T.G .• G.t.4. PROJECT MGR.· T.O.C. s 2710 Loker AYenLie West Civil Engineering ENGINEER OF WORK: Suite-100 Planning Carlsbod, California 92010 Processing ~0({ 760-931-7700 Surveying f<lx; 760-931-8680 www.odayconsultonts.com TIMOTHY 0. CARROLL, JR. ~ITTT)jfn\14' ffi!!)~ll~ 11nfil=1rnfllffil-n = I F,;a m"-m"-m =m= MIN. 2 FT (0.6 M) UNLINED SWALE & BERM DATE: DEC. 2006 SCALE: AS SHOWN JOB NO.: 05-1130 DATE: lef z..&? RCE: 5538f BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. /400 FEET SOIJTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 29725 Al.SL DATUM: NGVD 1929 -....... VER 1/CAl SPACING VARIES B[TMEN 8' TO /0' -....... 12• MIN I lj,., lj,., {, RBER -1., 4' ~~'I. ROLLS--..., 1/,, -1., -....... RBER ROll 4• MIN. J/4x.j/4' WOODS STAKES MAX 4' SPACING DESCRIPTION QUANTITY STABILIZED CONSTRUCTION ENTRANCE 1 EA. UNLINED SWALE LIMITS OF CLEARING & GRADING SILT FENCE 2,700 LF FIBER ROLL 1,550 LF " SYMBOL -------- -----<O>---~o- NOTE: INSTALL RBER ROll Al ONG A .LEVEL CONTOUR SEE DETAIL ABOVE FIBER ROLL - ~' "Tr AS ·l:31/IL T ' DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION I: \0511.JO\0S30RG05.0WG MG" 28, 2007 4; 48pm Xrer.: 0530RG GRAVEL BAGS 2,000 EA. \ GRAVEL BAG CHECK DAM l{YDROSEED 2,650 SF "AS BUil T" NOTE!! ~ C7~ m-<+lr» flECTRONIC DATA RlES ARE FOR REFERENCE TIMOT/.IY 0. CARROll,JI?. I RCE ,2.$.~8( EXP. IZQ.t{.Z0.10 DATE ONLY AND ARE NOT TO BE USED FOR • . HORIZONTAL OR vf:RT!CAL SURVEY CONTRrX. RE&J:/4 6~~• 3/J_~ INSPECTOR ATE I SsET I CITY OF CARI.BBAD I SH6TS I ENGINEERING DEPARTMENT EROSION CONTR(X PlANS FOR: OPUS POINT LOTS 9 d-POR. 10 APPROVED~ ,;/ , ' DAVID A. HAUSER &tf1 PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY, 5-~W P.I.P. 06-17 OTHER APPROVAL CITY APPROVAL 449-IA RVWD BY: 071607 NOT£!! ALL EXIST. POM:H POLES f'llHI!{ GRADING AREA TO 8£ REMOVED NOT£!! El£CTRON/C DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ (JS£0 FOR HORIZONTAL OR VERTlCAl SURVEY CONTRa. C9,/~~TS 271 O Loker Avenue West Civl En,;iineering Suite 100 Planning Carlsbad, Colifomio 9201 D Pr0<;;essing 760-931-7700 Surveying Fo111; 760-931-8680 www.odayconsullants.com .o,2· ---- l t 1· ., / I ' ~ 'b I \,o I I I /' I / / II // I I DESIGNED BY: H.R. DRAWN BY: T.C. G.M. PROJECT MGR.· T.O.C. ENGINEER Of WORK: ~ C« TIMOTHY 0. CARROLL, JR. DATE: DEC. 20D6 SCALE: 1· = 40' JOB NO.: 05-1130 DATE: 'if#)> RCE: 55381 I I "AS-BUil T ~L!d " / / W'J/Pl TIMOTIIY O. CARROLL .if?. P.E. 55$~/ EXP. 'l2{3£1zOIO DATE REV:, i} (Jj£ JP.ECTOR • • 3fto/M DATE BENCHMARK: \ \ \ \ \ \ .. / / \ ' "If;'. DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+76 ELEVATION: 29725 MS.L DATIJM: NG'ID 1929 I 42 . ~ ::... . .L ;i__.: ---~ - o· 10· 40' 5 20 80' SCALE: 1" = 40' ' •1' I l -~-I i .... I ,../ I ,,.,,,,..,,,./ I ,~ I = I I ' L ·-I :t I r; - I " 071607 ~ ,c_ AS-8UILT I SH6ET I I SH6TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT EROSION CONTROl Pl.ANS FOR: OPVS POINT LOTS 9 d' POH. 10 APPROVED (_, -~ ' DAVID A, HAUS[R ~/7/,? PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER 'DATE OWN BY: DAT£ INITIAl DATE INITIAL DATE INITIAL CHKD BY: G'(!j _ PROJECT NO. DRAWING NO. ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL P.I.P. 06-17 449-!A RVWD BY, C- l:\051130\0530RG06.dwg Mer 28, 2007 4:-4-!l.prn Xrtf's: 97J5ASTR; 97J5AGR0; 9822JSTR; 0530RG; D5JORGRO; 0530RGRD1; 0530RMA?; 0530RUTL; 05JORUTL1; 05.305GRO; 05JOSGRD1; 05}()5MAP; 0530S1Jll; 05JOSIJTL1