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HomeMy WebLinkAboutDWG 447-9A; PIP 06-14; OPUS POINT LOT 8; 01-05GRAOING NOTES { IN ADO/ TION TO TH£ R£0/JIR£M£NTS OF CHAPTER /5. 16 OF TH£ CARLSBAD MUNICIPAL COO£. I I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARD I NG GRAD I NG SHOWN ON TH IS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE, RESOLI.IT!ON OF CONDI T!ONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO m,s PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR EN6/NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED 01/RING CONSTR/JCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE Cl TY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOIIIRED FOR ANY r'K!RK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF II, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-. OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301. {b/5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REOUIRE SEPARATE PERM! TS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE C0/,11,/ENCEO UNTIL ALL PERMITS HAVE BEEN OBTAINED FR/)/,1 THE Cf TY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VAL ID GRADING PERM/ T HAS BEEN ISSUED. B. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE Cl TY ENG I NEER, NO TED WI TH IN THE REVIS I ON BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROP£RTY OF TH£ Cl TY UPON BEING SIGNED BY THE Cl TY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-81/ILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCH£S ARE WITHIN Cl TY EASEMENTS, A SOILS R£PORT COMPRISED OF.· {Al SUI.MARY SHEET, {Bl LABORATORY WORK SHEETS ANO {Cl COMPACTION CIIRVES, SHALL 8£ SIIBMITTEO BY A PROF£SSIONAL ENGINE£R OF THE STAT£ OF CALIFORNIA, PRINCIPALLY DOING 81/SINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS RE:PORT WILL BE SUBMITTE:0 TO THE CITY ENGINEERING INSPECTOR WI THIN TWO WORKING OAYS OF THE COMPLETION OF FIELD TESTS. /3. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGAROING ADHERENCE TO RECOM\CNOATIONS 01/TL !NED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE 1/NDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FIITIIR£ FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WI TH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND TH£ • EARTHWORK SP£C/FICATIONS • ATTACH£0 TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELO COMPACTION REPORTS WILL BE SUBMI TTEO TO THE PROJE:CT INSPE:CTOR. 14. A PRECONSTRIICTION MEETING SHALL BE HELD AT THE SI TE PRIOR TO THE BEGINNING QF WORK AND VIAil BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBL£ FOR CONSTRIICTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK TH£ CONTRACTOR SHALL SCHEDULE THE MEETIN6 THROIIGH THE PERMIT CLERK /760 438-3891/ AT LEAST FIVE /5/ OORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROV£0 DRAWINGS Ml/ST BE AVAILABL£ PRIOR TO SCHEDULING. THE GRADING PERM/TWILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WIii BE MADE BY CALLING TH£ £NG/NEERING 24-HOIIR INSP£CTION REQU£ST LINE AT /7601 438-3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2.-00 P.M ON THE DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REOI.IEST OTHERWISE. REOUESTS MADE AFTER 2.-00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER ANO/OR APPL /CANT THROU6h THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6105 BY SUBMITTING A OETA IL PLAN TO THE Cl TY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO 8£ MAO£ OF WORKER PROTECTION FROM THE HAZARO OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TR£NCH OR TRENCH£S OR DI/RING TH£ PIP£ INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5' / OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FR/)/,1 THE SHORING SYSTEM STANDARDS ESTABL /SHED BY THE CONSTRUCTION SAFETY ORDERS, Tl TL£ 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PflEPAREO BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PE:RMI T MUST BE SUBMI TT£0 TO THE INSPECTOR PR I OR TO EX CAVA Tl ON. 18. NO BLASTING SHALL 8£ PERFORMED 1/NTIL A VALID BLASTING PERMIT HAS BEEN OBTA !NED FR/)/,1 THE Cl TY OF CARLSBAD. SI/BM/ T APPL /CATION FOR BLASTING PERM! T WELL IN ADVANCE OF THE SCHEOUL ING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WI THIN ANY WORK AREA OIIRIN6 CONSTRI.ICTION, OPERATIONS WILL CEAS£ //,MEDIATELY, AND TH£ PERM/ TTE£ WILL NOTIFY THE Cl TY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/ TTEE HAS R£C£/VED WIii TTEN AI.ITHORI TY FROM THE Cl TY ENGINEER TO DO SO. 20. ALL OPERATIONS CONOIICTED ON THE SI TE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, D£PARTIIRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRIICTION EOUIPMENT AND ANY OTHER ASSOCIATED GRADING EOUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7,00 A.M. ANO SIINSET EACH DAY, MONDAY through FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. /A LIST OF CITY HOLIOAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ 2/, ALL OFF-SIT£ HAUL ROIITE:S SHALL BE SIIBMITTEO BY THE CONTRACTOR TO THE Cl TY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BE6/NNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY TH£ CITY ENGINEER. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAIIL ROI/TES OR ADJACENT STREETS AS A RESIILT OF THE !JRAOING OP£RATION. 23. BRIISH SHALL 8£ REMOVED ONLY WI THIN TH£ ARE:A TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITT£0. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOP£. 25. TH£S£ PLANS AR£ SIIBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY ENGIN£ER OR AS DIRECTED BY TH£ PROJECT INSPECTOR. 26. ALL SLOPE:S SHALL BE TRIMMED TO A FINISH GRADE TO PROOIICE A 1/NIFORM SURFACE ANO CROSS SECTION. THE SI TE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,· ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SI TE APPROVED OF BY THE CITY ENGINEER. OPUS POINT LOT B PRECISE GRADING & EROSION CONTROL PLANS P.I.P. 08-14 21. ALL SLOPES SHALL 8£ IRRIGATED, STAB IL /ZED, PLANTED AND/OR HYOROSEEOED WITHIN TEN {IOI DAYS OF TH£ TIME WHEN EACH SLOPE IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPL !SH£0 ON ALL SLOP£S ANO PADS AS REQII/REO 8 Y THE CI TY OF CARL SBAO LANO SCAPE MANI/AL, THE LANDS CAP I NG PLANS FOR THIS PROJECT, DRAWING NO. 441-9A, AND/OR AS DIRECTED BY THE Cl TY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WI TH THAT SHOWN ON BOTH THE LANDSCAP£ AND IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REOUIRED FOR THIS WORK IN ACCORDANCE WI TH THE LANDSCAPE MANI/AL TIME REOI.IIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIMIIM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDEO DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" ROCK PER SDRSO S-4 TYPE ·c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 3 I. WHERE: AN EX IS Tl NG PI PE L IN£ IS TO BE ABANDONED AS A RESULT OF THE GRAOING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF 81/ILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER AND/OR THE GEOTECHNICAL ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES I ABOVE GROUND ANO 1/NDER GROUND I WI TH IN THE PROJECT SI TE SI/FF IC I ENTL Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOi/ND THAT THE ACTIIAL LOCATIONS ARE IN CONFL /CT WI TH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED 1/TIL I TY COMPANIES {SEE BELOW/ AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING N£AR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. 1/NDERGROIIND SERVICE AL£RT /800/422-4/33 SOG8E /800/660-7343 PACIFIC BELL /800/892-0/23 TIME WARNER CABLE / 760/438-7741 Cl TY OF CARLSBAD /STREETS 8 STORM DRAIN/ I 7601434-2980 CITY OF CARLSBAD {SEWER.WATER 8 RECLAIMED WATER/ /760/438-2722 34. PERMIT COMPLIANCE REQIIIREMENTS.- A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS {/5. 16. 120 A.BJ CARLSBAD MIINICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERM/ T-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR (/5. 16.120 A. 10} CARLSBAD MIINIC/PAL CODE.- II/ FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE:. ALL EROSION CONTROL, SLOPE PLANTING ANO I RR I GA Tl ON ARE I NS TALLEO IN CONFORMANCE WI TH CI TY CODE AND THE APPROVED PLANS {OBTAIN SAMPLE OF COMPLIANCE LETTER FR/)/,1 CI TY ENG I NEER I NG OE PAR TMENT /. /2/ AS-811/L T GRADING PLAN. /3/ REPORT FROM TH£ SOILS ENGINEER, WHICH INCLUDES RECO!.MENDEO SOIL 8£ARING CAPACITIES, A STATEMENT AS TO THE EXPANSJ VE QUALITY OF TH£ SOIL, ANO SI/MlfARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLIIDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REOUIREMENTS ANO RECO!.MENOA TIONS 01/TLINED IN TH£ PREL /Ml NARY SOILS REPORT ANO ANY SIIPPLEMENTS THERETO. /4/ REPORT WI TH AS-811/L T GEOLOGIC PLAN, IF REOUIRED BY TH£ CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE fl/ YEAR AFTER TH£ Cl TY ENGINEE:R 'S APPROVAL, THESE PLANS MAY BE R£QUIRED TO BE RESI.IBMI TTED FOR PLANCHECK. PLANCHECK FEES WILL BE REOIIIREO FOR ANY SI/CH RECHECK. 36. THE SOILS REPORTS TITLED UPDATE GEOTECHNICAL INVESTIGATION, CARLSBAD RACEWAY 81/SINESS PARK, CT. 98-10, CARLSBAD, CA. DATED AUGUST 17, 2004, ANO 1/POATE GEO TECHNICAL REPORT, OPUS POINT AT THE RACEWAY, LOTS 5 THROUGH I I / INCLUSIVE/ ANO LOTS 16 THROUGH THROUGH 25 {/NCLI/SIVE/ DATED NOVEMBER JO, 2005, PREPARED BY GEOCON, INCORPORATED SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ENGINEERS NOTES I. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 2. THE EXISTENCf AND LOCATION OF UTll/TY STRUCTURES AND FAC!l/TlES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCf OF OTHER UTTL/TY FAC/l/TlES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIE:S SHOWN ON TH£ PLANS ANO ANY OTHER £XISTTNG FACILITTES OR STRUCTURES NOT SHOWN. J. TH£ CONTRACTOR SHALL VERIFY TH£ LOCA TTDN OF ALL £X/STTNG FAC/l/TlES (ABOVEGROUND AND UNDERGROUND) WITHIN TH£ PROJECT SITE SUfflC/ENllY AHEAD OF THE CONSTRUCTION TO PERMIT TH£ REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONAJCT WITH THE PROPOSED WORK. 4. ALL H.D.PE. STORM DRAIN TO 8£ INSTALLED PER HANCOR BACKALL RECOMMENDATIONS FOR HI-Ci PIPE PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NO. 221-881-02 TH£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1992 £ 6258. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOIW ON THESE PLANS WAS GENERA !£0 BY AERIAL TOPOGRAPHIC SURVEY BY SAN-LO AERIAL SURVEYS ON JULY 8, 1997. £X/STTNC MASS GRAD/NC SHOWN P£R APPROVED CITY OF CARLSBAD DWC. NO. 409-IA. LEGAL OESCRIPTION LOT 8 OF CARLSBAD TRACT NO. 98-10, CARLSBAD RACfWAY, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORD/NC TO MAP THEREOF NO. 15013, FILED IN THE OFF/Cf OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 3, 2005 AS FILE No. 2005-0311022 OF OFFICIAL RECORDS. REFERENCES (j) 0 HYDROLOGY ANO HYDRAULICS BY ODAY CONSULTANTS, INC. DA TED SEPTEMBER 2006. STORM WATER MANAGEMENT PLAN BY ODAY CONSULTANTS, INC., DA TEO SEPTEMBER 2006. Q) STORM WATER POLLUllON PREVENTTON PLAN BY ODAY CONSULTANTS, INC. DA TEO SEPTEMBER 2006. (D GEOTECHN!CAL REPORT BY GEOCON, INC. DA TEO NO 'IE:MBER 2005. REFERENCE PLANS CITY OF CARLSBAD ORAIWNG NO.s 409-1, 409-/A CITY or OCEANSIDE HIGHWAY PACIFIC OCEAN CITY or ENCINITAS VICINITY MAP NO SCALE SITE SOILS ENGINEER's CERTIFICATE l,_~t:JA !t-f''l_ I,., Jl.J11' t:!__ A REGISTERED CIVIL ENGINEER IN TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl{£ FIELD OF APPLIED SOIL ME:CHAN/CS, HE:REB y CE:R TlFY THAT A SAMPLING ANO s TUO y OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY CEOCON INCORPORATED BET'l,FEN THE DATES OF FEBRUARY 2005 AND NOVEMBER 2005. I HA VE REVIEHEO TH£ SOILS REPORT ANO AGREE WITH THE CONCLUSIONS AND RECOMMENOAllONS P£R MY LETTER DATED JANUARY 10, 2006. TWO COPIES OF TH£ SOILS REPORT COMPIL£D FROM THIS STUDY, II? TH RECOMMENDATIONS, ANO , MY _ _ HAS BEoN SUBMITTED TO fl£ OFFi£ OF T/-fF C/.~G/NEER. ~ ~. SIGNED: ~ ~• '(' ,;,;,.oa c. ~ ,,-, ."·' 9. ·sc~ R.C.E. NO.: ~1~ I, ..; ~ .,, N ~12171 !:, 121~/; • DATE· 3-zg-c,7 il/1\, r,.~-.,. LICENSE: E:XP/f/ATTON DATE· \ 'Z-2> I-6; F~~¼' __J DECLARATION OF RESPONSIBLE CHAR6£ I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON THE PROJECT AS 0£f/N£0 IN SECllON 6103 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT TH£ DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. f UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS ANO SPEC/RCA TTONS BY TH£ CITY OF CARLSBAD DOES NOT RELIE:VE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 0 DA Y CONSUL TANTS, INC. 2710 LOKER A VENUE HEST, SUITE 100 CARLSBAD, CALIFORNIA 92010 (~~~ ----"~---"---'=-"----=,.,_.,«_.___ OAT£: t./2/ez TTMOTHY 0. CARROLL, JR. R.C.E NO. 55J81 EXP. 12/Jl/08 OWNER's CERTlfiCATE ~'1-ofESSio_.,,. ~ ~ O. CAN,p0 '1< .y ,, ~ '-' , "' c.,,_ -..... -. .,, 8 ~ a', NO. 55381 ::V-* EXP. 12/31/08 * v'q/: c1v1~ ~-.,. e or CALl((l'l' I (WE) HEREBY CERTIFY TH4T A REGISTERED SOILS ENGINEER OR GEOLOGIST H4~ ~LL 8£ RETAINED TO SUP£RVIS£ OVER-ALL CRADING ACllV!TY AND I./ 2 _;_If£ COMPACTION AND SIAB/l/TY OF THIS SITE /-~~A-• ~ PAUL MARSH4ll, DIV!SION4L PRESIDENT ~ OWNER/OEVELOPER OPUS /ffST CORP. 4350 LA JOLLA VILLAGE DRIVE. SU/!£ 1/0 SAN DIE:CO, CA 92121 PHONE.· (858) 546-4100 CIVIL ENGINEER/LANO SURVEYOR " ODAY CONSULTANTS, INC. 2110 LOKER AVENUE WEST, SUITE 100 CAfd.$BAlJ, CA. 92010 (160} 931-1100 EARTHWORK QUANTITIES REQUIRED TREATMEN T CONTROL BMP TABLE TYPE 'I' DESCRIPTION CUT.·--=3,~00~0_a~V.~-~YO~:S:~ FILL: 400 CV. YDS. BIO Fil TRA TTON *re-Jo VECETA TED SH/IL£ EXPORT· 2. 600 CU. YDS. FLOW THROUGH * TC-52 DRAIN REMEOIAL; ____ -_0-_ S£P£RATOR INSERT NOTES.-I. THESE OUANT/ll£S ARE FOR BONDING PURPOSES ONLY. AND ASSUME NO SHRINKACE. CONTRACTOR TO VERIFY TD HIS SA llSFACTTON. 2. CONTRACTOR SHALL SUBMIT AND RE:CE:IVE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO HAULING DIRT OR CONSTR/JCTION .AJA TER!ALS TO OR FROM THE SITE OWNE, RSH/P p VT p VT ' MAIN !£NANCE: SHEET NO. MAINTENANCE AGREEMENT FREOUENCY CC&R J AS N££0£0 CC&R 3 PER MANUFACTUREI , ' 7C--A5-/3UILT ' c~/~ftl, DESIGNED BY: A.J.V./H.R. DATE: SEPT. 20D6 BENCHMARK: DRAWN BY: G.M .. T.G. SCALE: AS SHOWN PROJECT MGR.· T.O.C. JOB NO.: 05-1130 s 2710 Loker Avenue We:,t Civil Engineering ENGINEER or WORK: Suite 100 Planning Carlsbad, California 92010 Processing ~CA DATE: 'f/'3/D? 760-931-7700 SuNeying Fox: 760-931-8680 www.odayconsultanl:i.com TIMOTHY 0. CARROLL, JR. RCE: 55381 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 DA TA R-7800 308+76 ELEVATION: 29725 M.S.L DATUM: NGVD 7929 DATE INITIAL ENGINEER OF WORK l: \05t1J0\0530PG0tdwg Mar 29, 2007 8: 53am Xrefs: 0550\'ie; 05J0AN; 0530PG REVISION DESCRIPTION WORK TO 8£ OON£ THE GRAD/NC WORK SHALL CONSIST OF TH£ CONSTRUCllON rF ALL CUTS ANO f/LLS, R£M£DIAL GRAD/NC, DRAINAGE FACIL/TlES, EROSION CONTROi. FACILITTES, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS ANO REPORTS. ALL AS SHOWN OR R£()UIR£0 ON THIS SET OF PLANS ANO TH£ CITY STANDARDS, SPECIFICAllONS. REOUIREME:NTS, RESOLUllONS AND ORDINANCES CITED ON THESE PLANS. TH£ GRADING WORK SHALL BE PERFORMED IN ACCOROANCf WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT TH£ TIM£ OF APPROVAi. OR AS DIRECTED BY THE CITY £NC/N££R.· I. CARLSBAD MUNICIPAL COO£ 2. STANDARDS FOR DESIGN ,t CONSTRUCTION rF PUBLIC WORKS /MPIIO'vf:MENTS IN TH£ CITY OF CAR/.SBAO. J. THIS SET OF PLANS. I. RESOLUTION NOs. 5024 THROUGH 5DJO DATED OCTOBER 11, 2001, ANO PIP No. 06-1# DATED NOVEMBE:R 16, 2006 5. TH£ STANOARO SPEC/RCA llONS FOR PUBLIC WORKS CONSTRUCllON (GREEN BOOK). 6. SO/LS REPORTS ANO RECOMME:NOATIONS BY CEOCON INCORPORATED. DATED AUC/JST 11, 2004 MARCH 1, 2005, OCTOBER 24 2005 ANO NOVEMBER 10, 2005. 1. TlfE SAN OIE:CO REGIONAL STANDARD ORAIWNGS ANO AS MAY 8£ MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED OCTOBER 11, 2001, RES. NO 5031 9. STORMWATER POLLUTION PRE'IE:NTTON PLAN (SWPPP) BY ODAY CONSULTANTS DATED SEPTEMBER 12, 2006 'tlV/0 No. 9 31C345384 NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. ACJVAL QUANTITIES M4Y ~RY. LEGENO DESCRIPTION STD. DWG. SUBDIVISION BOUNDARY ••••••••••••••• , •••• _ • LOT LINES. • •• , ••••••• , •••••••••••••. A.C. PA'IE:MENT •••• , •••••• .DETAIL SHT. 2. P.C.C. PA'IE:MENT •••..••••• .DETAIL SHT. 2 ••• , • , P.C.C. 6' CURB •.••.•••.••••••• C-1 ••••••• P.C.C. 6' Cl/RB ,t GUTTE/1 •••••• " •••• C-2 ••••••• PEDESTRIAN RAMP. • •••••• , • • • • • C-27. • ••••• P.C.C. SWALE ••••••••••••••••••••• , ••••• P.C.C. PAllOS (SEE ARCHITECTURAL. PLANS) ••••••••••• EXISTING CONTOUR. • •..••••••.••••••••••• PROPOSED CONTOUR. • •••••.•••••••.••.••• DA >VGHT LIN£. • ••••••••••••••••••••••• CUT/ fill LINE. • ••••••••• , • , • , •••••••• EXIST/NC SLOPES. • •• , ••••••••••••••••••• CUT OR RLL SI. OP£ l/NE:S. • • • • • • • • • • • • • • • • • • • • EXISTING SPOT ELEVATION •.••..••••••.••.••••• EX!SllNG FLOWI.INE ELEVATTON •.•••••.••••••.•••• FLOWI.INE: £LEVA TION. • •••••••••••••••••••• TOP OF CURB ELEVATION. • • • • , • , • • • • • • • • • • • • RN/SH SURFACE: ELEVA llONS. • ••••••••••••• , •• RN/SH GRAD£ SPOT ELEVATIONS. • •••••••••••••• RN/SH FLOOR ELEVATION. • •••••••••••••••••• PAD ELE:VA TION. ___ • _____ • ______ • __ •••••• ROOF DRAIN. • •••••••••••••••••••••••• 6" HOP£ STORM DRAIN. • ••..••••••.••••••.• 8" HOP£ STORM ORAIN • • •• , •••••• , •••••••• 12" HOP£ STORM DRAIN. • •••••••••••••••••• EXIST. TYPE t CATCH BASIN .••••.•••••..•••••• TYPE t CATCH BASTN. • • • • • • • • • • • • .J)-1. • • • • • • ll"x 12• CATCH BASIN INLET (£NSEN Ol-1212 OR EQUAL) •••••••• 24"x 24' CATCH BASIN INLET (ENSEN 01-2424 OR EQUAL) 11'/lllAmc GRATE ,t INSERT• {UNLF.SS NOTED OTHE:RIHSE}. - 24'x 24" CATCH BASIN INLET (ENSEN 01-2424 OR £0/JAL} (UNLESS NO TEO O THERIH51.). • • • • • • • • • • • • • • • • CURB OIi Ti.ET • • • • • • • • • • • • • SEE OETA/l Sl/££T 2. , VEGETA TEO SWALE. • ••••••••••••••.•••••• HEADWAI.L ••• , •••••••••• , .0-34 (MOD) ••• , RIP-RAP. • • • • • • • • • • • • • • • • • • .0-40. • • • . • . SYMBOL ------- i:n it:rrf:11a1 -~~---420-- ----420-- t.- ---1.. -J--- -// .£__ // -- -1 _...£ ·-. ··- _J'-.._,__ ----i ---~-~ ~L.iK. ,. ~ ~ fl <2aOOfl -12aoo re ~ 420.0 40J.7 FF 40J.O PAO c; .J, "' .. ---50--- ---50-- ---50-- l81 ~ ti:?l lllII RETAINING WALL {OFFS/TE) ••••••••••••••••••••• *CATCH BASIN INSE:RTS SHALL 8£ GRATE INLE:T SKIMMER BOX WITH Oil BOOM BY SUNTREE T£CHNOLOC/£S OR APPROVED £0/JAL. QUANTITY 21,200 SF 1,650 SF 1,075 LF 590 LF I 54 260 SF J2J LF 59 LF 257 LF I 54 1 DI 2 DI I 54 J 54 1 54 110 LF 3 £A 2 54 CONSTRUCTION PRIORITY: HIGH P~NING DEPARTMENT APPROVAL "AS BUil T" ~ -J ' "J-1,a DATE:-Sji'2 /o7 ",,A L:4 w-'+lcn (SIGNED) EXP. 1::L./f,1,/,0 • DON NEU, PLANNING DIRECTOR RCE '5.5;-81 DATE a,., 2, ?· .,,,? DATE:S°/1 jo7 RZED BY:~-( N .. RECOIIMENDED BY: F 2AM Utc.~W ¥J1/p1-w/J. ~ .. (PRINT NAME) fNSPECTOR DATE I SH,ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT PRECISE GRADING ANO EROSION CONTROi. PLANS FOR: OPUS POINT LOT 8 APPROVEDLJ....-?L DAVID A. HAUSER .s/ts/oi' PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 06-14 447-9A 071607 NOT£!! 72' R/W ,o· 26' ¥ 26' 10' : EXISTING LIONSHEAO A VENUE. 2' OVERHANC--- (IIITH 18' PARK/NC) PARK/NC /5'-18' PUBLIC NOT TO SCALE VARIES 58'-66' DRIVEWAY 25'-30' I I f PARK/NC l5'-18' 2' OVERHANG {WITH 18' PARK/NC) 5• TYPE t' c:---11-os' (TYP) lLL<<L4''.LLLjLLL'.L,;LL<l CURB & CUTTER 4' A. C PAVEMENT OVER 4• A.8. (MIN.) OR AS RECOMMEND£!) BY SOILS ENGINEER. (PRE R= 12, T.I. =4) 4• A.C PAVEMENT OVER 125' A.8. (MIN.) OR AS RECOMMENDED BY SOILS ENC/NEER UNLESS OTHER/I/SE NOTED (TRUCK AREAS) {PRE. R=/2, Tl.=6) ,. DRIVEWAY PRIVATE NOT TO SCALE 2' 4' A. C. PAVEMENT OVER 5. 5' A.8. (MIN.} OR AS RECOMMENDED BY SOILS ENGINEER. (PRE R=/2, T.l.=5) ---L-----j CURB .,,,._I...___ FINISH SURFACE DETAIL -CURB OPENING NOT TO SCALE: DETAIL P. C. C. SWALE NOT TO SCALE B.ECTRONIC DA TA Fll£S AR£ FOR R£FERENCE ONLY ANO ARE NOT TO BE /JSEO FOR HORIZONTAL OR VERllCAL S/JRVEY CONTRa. C~/~~TS 2710 Loker Avenue West Civil Enoineerin~ Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fa1<: 760-931-6680 www.odoyconsullonts.com / / / PL EXIST/NC SLOPE ,, ~,, PER DWG 409-10,, '--2:f MAX ,,,, (TYP.) / / / ,J ~7 o' 15' 60' 30 120' SCALE: 1· = 60' TYPE t' CURB & GU1TER VARIES 1,:-5% ---= -2:/ MAK. ..Wits. 6" MIN. ASPHALT PARKING AREA TYPICAL GRASS-LINED SWALE 0 WEST SIDE OF LOT NOT TO SCALE TYPE 'C' CURB & CUTTER FF. ELEV. . - l-f1RIFS VAfi/[:i VAR/£:i 2% VIN. 2% M/N. 1%-5% ::-----1\.-~-::::::::-~--.::- KEY MAP SCALE: 1 • = 60' .• .... : . SHEET INDEX SHEET NO. DESCRIPTION I 2 J 4 5 NOTES & VICINITY U<IP KEY U<IP, TYPICAL SECTIONS, & DETAILS GRAD/NC PLAN EROSION CONTROL NOTES EROSION CONTROL PLAN TOP VIEW --._ SUNTREE TECHNOLOGIES CATCH BASIN INSERT (s££ SWMP TC.·5?) \ ASPHALT PARKING AREA CRASS-UNED SWALE .. ,. DESIGNED BY: A.J. V./H.R. DATE: SEPT. 2006 DRAWN BY: G.M .. T.G. SCALE: AS SHOWN PROJECT MGR.· T.O.i:. JOB NO.: 05-1130 ENGINEER OF WORK: ~C:,..d DATE: L~/2/41 TIMOTHY 0. CARROLL, JR. RCE: 553B1 VARIES SECTION ~-A' NOT TO SCALE "AS-BUILT ~GA P.E.SSBet EXP. t~,ltc). , R~d~ fNsPECTOR " ~ DATE ~/1,/a'I DATE .. . '' L----CONCRETE STRUCTURE • . .. ,,, ... ~-~. ~--~--!~ ·,..:' ..•. SID£ VIEW CATCH BASIN INSERT NOT TO SCA££ BENCHMARK: DESCRIPTION: STANDARD STREET SUR'lcY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY 1/cRTICAL CONTROL DATA R-1800 308+15 ELEVATION: 29725 M.S.L. DATUM: NCVD 1929 ~ "TC. DATE INITIAL ENGINEER OF WORK AS -/;11/lt..T REVISION DESCRIPTION J-/fJ (/4 INSTALL 3"x3' CONSTRUCT! (TYP.} JOINT ON EACH SIDE OF BOX 399.84 rs 1• CLEAR. 2%MAX 2%MAX " . ...:...-,·,...:....-_ . . 2· 2· - 4• .. 399.92 rs 2:fMAX .. " TYPICAL SIDEWALK SECTION (5' x 4") /fJ (/4) {J 6' cc. ,---<3' -- 398 J fl EAST. 39825 fl (WEST} DETAIL ~' -SIDEWALK SECTION {O SWALE CROSSING) • NOT TO SCALE SEE 0-25 {SECllON '8-8') FOR OTHER DETAILS I S2TI CITY OF CARLSBAD I SHSTS I ----ENGINEERING DEPARTMENT GRAD/Nfl Pt.ANS FOR: OPUS POINT LOT 8 APPROVED (J I {I/._ --"-·->frl~4t' DAVID A. HAUSER PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DAE DWN BY: DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY:~ P.I.P. 06-14 447-9A OTHER APPROVAL CITY APPROVAL RVWD BY:~ I: \051t30\053~G02.dwg t.111' 28, 2007 2: 52pm Xrefa: 053DPG; 0530PGRD; 05.30NGRD; 0530NlilAP; 053CQ.lll; 0530PMAP: D.530PUll; 05.30RGRD; 0.'LIOOWJ>: 0530QUll; 05.30AN; 9822EGRD; 0530PPRD; 0530PGRD1: 05.30NGRD1 LD111 c, 1, f)B..,10 1YJAP !VO, 15018 \ I \ I ' LD11B "' 1 f)B..,10 LJJ J lYIAP JVO, 15018 NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE I/SEO FOR HORIZONTAL OR 1/E:RT!CAL SURVE:Y CONTROL \ • . • • ..... ESSto, . C~NR '( ~ • 55381 . 12/31/08 C,V1\.. LJ.L\~ ~ -~~fl . . ~ . .-. F· ~-. . -~. 2,•x2,• C.R. 1" TRAFFIC CRA T£ {lNSTAll SUNTREE CATCH BASJN FILT£fl) 399. 6/J TG (5£S .5WMP 196.9/J Fl TC.·52) l \ . -----~. I SUDOIVSION 00//NOARY rr, 'J: ,;·..,, { ~ ~:, ""1ir~~~r,;;· rl ~ : l l _,,,,,,.,,..,~~•~;;;,.: o· s· 20' 10 SCALE: 1" = 20' ! ! " I ' r FF 443,5 .LD1 5 a, r., gg~oB JWAP !VO, 14881 FF 443,5 11 ! \!<'. · ~-~rrrrv 11,r _ _; kl ______ _ i . r '!I 40' -w ....,_-,-(!J;;;;;;-• ~-'-=.>r , _,,. I - ---:-1\1 -~ ·-,, -~ _-,,;:-1_;.1 ~.,... l>?f ,, ~-, a r, ,,, -,, , ~ .. - -~C' ' -... - -.. -......-------...-.f ., ---.-"'<' . .,. vj ,, '<" \!I " ~ __ .:E~Nou'11'16"W 18:i}!' _ .. , ;rflfJ<l~ v· __ G@~~:::LlNED swALt __ _ ____ 1 ..... 1 ~'I'. ••'~ I . ~!!~t ⇒ '-< m3 -'·!,ii C' '·"' -!,~ ,. --·, '%,?,;,¾ / ' ~--'<~,<r i ; +-' ! ' I ' I ·S[f /JWC:-\ / ¾ •_9 ~.: : . ui 1?£1.tOV€ Ll' r' t ----, ·1 1 ~ ~ \\, ,.o ~ ~<if+ • .. .-" :',., · \ <& :-? j-:f~<.: · · , <§> I_ 1 ] I Np. 44-{J-rA ·I i ·-t.l_,., c:-<ei SA • cc AC , \ , ~ !'l / \ ~;'?.), ~n, .,-'a X ' ~ ~p ~ ' ... -+ '. 1·-··-I I I ' ~ G' \ ' tRC:JP1.;2· ( ~,.6.\;i /\\--111/'. ... si/;H,:f)ofl~~~/1"~:i~ -~ --: -__ _.,?a., ------",~~ --~/ ; 1 1 -~-~ ~~Y "~-~-'--,! I \ / /\ "',,,,, \ ~ \{] I Jj ~~~ ~" ,.,~:.~~:~:-==-";;§ff_,f lYG~ ~34~A ~"~ :_,,,,~ i \ ----__ "AS-BUILT C~/~TS ' DESIGNED BY: A.J. V./H.R. DATE: SEPT. 2006 DRAWN BY: G.M. T.G. SCALE: 1st = 20' ~Cl« PROJECT MGR.· T.0.C. JOB NO.: 05-1130 P.E.~I EXP. t¼ic1. • 2710 Lokar AveriLJ& West Civff Engineering ENGINEER OF WORK: Suite 100 Plonning RErED Bil et.~, C□rlab□d, California 92010 ProceS$ing -;;--:-~ 760-931-7700 Surveying DATE: We&7 FOK: 760-931-86130 www.odayconsultQnts.com TIMOTHY 0. CARROLL, JR. INSPECTOR RCE: 553B1 " 2:/_1 ... 4;ifl;_ DATE 3/uL,q • DATE BENCHMARK: DESCRIPTION: STANDARD STREET SURVcY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAMINO REAL RECORD FROM: NORTH COUNTY VcRTICAl CONTROL DATA R-1800 308+16 ELEVATION: 29125 M.S.L DATUM: NGVD 1929 -TC-A5'-8Vllt . DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL \ 0~ : / \ ,~1. ~=5J)t I t • \ REOUIREO TREA TM£NT \ I CONTROL BMP TABLE DESCRIPTION QUANTITY VEGETATED 110 lF SWALE DRAIN INSERTS I £A ' I 1 SH}ET ,1 CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT GRAO/N~ Pl.ANS FOR: ' OPUS POINT I LOT 8 I APPROiED {) ~g DAVID A. HAUSER .r~)-/o7 PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER 'DATE DWN Bf PROJECT NO. DRAWING NO. DATE INITIAL CHKD Y: ~ CITY APPROVAL RVWD SY: e,,w P.I.P. 06-14 447-9A ' l:\051130\0530PGOl.dwg Mer JO, 2001 11:-4-lam Xreb: 0530PWAP; 053DPGRD; 0530/iGRD; 05JONMAP; 05:30R1,1AP; 0530RGRD; 053(PUll; 0SJCPG; 0530NU11..; 05l0RUll; 9B22EGRD; 9822EUll; 9735AGRD; 053<PGR01: 0550~GRD1 ' I 071607 040609 EROSION CONTROL NOTES 1. IN CAS[ [M[RG[NCY WORK IS R[QU/R[O, CONTACT RALPH MILL[R, AT (949) 622-1950. 2. [QUIPM[NT AND WORK[RS FOR £M£RG£NCY WORK SHALL 8£ MAO£ AVAILABLE: AT ALL TIM£S DURING TH£ RAINY SEASON. ALL N£C£SSARY MATERIALS SHALL 8£ STOCKPILED ON SIT£ AT CONV£NI£NT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY D£V/C£S WH[N RAIN IS £M/N£NT. 3. 0£VIC£S SHOWN ON PLANS SHALL NOT 8£ MOV£0 OR MODIFI£D WITHOUT TH£ APPROVAL OF THE ENGINEERING INSPECTOR. 4. TH£ CONTRACTOR SHALL R£STOR£ ALL £ROS/ON CONTROL D£VIC£S TO WORKING ORD£R TO THE SATISFACTION OF TH£ CITY £NGIN££R AFT[R £ACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL M£ASUR£S AS MAY BE REQUIRED BY THE CITY £NG/NEER OU£ TO UNCOMPL£T£0 GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£. 6. TH£ CONTRACTOR SHALL 8£ R£SPONSIBL£ AND SHALL TAK£ N£C£SSARY PRECAUTIONS TO PR£V£NT PUBLIC TRESPASS ONTO AR£AS WH£R£ IMPOUNDED WATERS CR£AT£ A HAZARDOUS CONDITION. 7. ALL £ROS/ON CONTROL M£ASUR£S PROVIDED P£R TH£ APPROV£D GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRAD£D AR£AS AROUND TH[ PROJ[CT P[RIMCT[R MUST DRAIN AWAY FROM THE FAG£ OF SLOPE AT TH[ CONCLUSION OF £ACH WORKING DAY. 9. ALL R[MOVABL[ PROT[CTIV[ D£VJC[S SHOWN SHALL 8£ IN PLAC[ AT TH£ £ND OF £ACH WORKING DAY WH[N TH£ F/V[ (5) DAY RAIN PROBABILITY FOR[CAST [XC[[DS FORTY P£RC£NT ( 40%). SILT ANO OTH[R D[BRIS SHALL BE REMOVED AFT£R £ACH RAINFALL 10. ALL GRAV[L BAGS SHALL 8£ BURLAP TYPE WITH 3/4 INCH MINIMUM AGGR[GAT[ 11. SHOULD G[RMINATION OF HYOROS[[D[D SLOP[S FAIL TO PROVID[ [FF[CTTV[ COV£RAG£ OF GRADED SLOPES (90% COVERAGE:) PRIOR TO NOV[MBER 15, TH[ SLOP[S SHALL 8[ STAB/LIZ£D BY PUNCH STRAW INSTALL[D IN ACCOROANC[ WITH SECTION 35.023 OF TH[ [ROS/ON AND S[D/M[NT CONTROL HANDBOOK OF TH£ DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL P£RMAN£NT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL 8£ INSTALL[O ANO MAINTA/N[D AS R[QU/R[D IN $£CT/ON 212 OF TH£ STANDARD SP[CIFICATIONS AND TH[ FOLLOWING: A. HYDROS££DING SHALL 8[ APPL/[0 TO: 1. ALL SLOP£$ THAT AR£ GRAD£D 6:1 (HORIZONTAL TO VERTICAL) OR ST££P£R WH£N TH£Y AR[: a. THR[[ F[[T OR MOR[ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STR££T. b. ALL SLOP[S 4 F££T OR MOR£ IN H[/GHT. 2. AR£AS GRAD[D FLATT[R THAN 6: 1 WH[N ANY OF TH[ FOLLOWING CONDITIONS EXIST: a. NOT SCH£DUL£0 FOR IMPROV£MENTS(CONSTRUCTION OR G£N£RAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. /D[NTIFIED BY TH[ PARKS AND R[CREATION D/R[CTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAV£ ANY SP[CIAL CONDITION ID£NTIF/£D BY TH£ CITY [NG/N££R THAT WARRANTS IMM£DIAT£ TR£AT.M£NT. 8. HYDROS£[D£D AR£AS SHALL Bf IRRIGA T[D IN ACCORDANCE WITH TH£ FOLLOWING CRIT£RJA: 1. ALL SLOP[S THAT AR£ GRAD£D 6: 1 OR ST££P£R AND THAT AR[: a. THR[[ TO [/GHT Ff[T IN H[/GHT SHALL 8[ /RR/GA T£D BY HAND WATERING FROM QUICK COUPLERS/HOS[ BIBS OR A CONV£NTIONAL SYSffM OF LOW PR[CIPITATION SPRINKLER HEADS PROVIDING 100% COV£RAGE. b. GREATER THAN 8 F££T IN HEIGHT SHALL 8£ WATERED BY A CONV[NTION- AL SYSffM OF LOW PR[C/PITA TION SPRINKLER HEADS PROVIDING 100% COV[RAG£. 2. AREAS SLOPED LESS THAN 6:1 SHALL Bf IRRIGAT[D AS APPROV[D BY TH[ CITY ENG/N[[R, PRIOR TO HYDROS££DING. TH[ D£V[LOP£R SHALL SUBMIT A PROPOSED SCH£M£ TO PROVIDE /RR/GA TION TO TH£ CITY £NG/N££R. TH£ PROPOSAL SHALL 8[ SP[C/FIC REGARDING TH[ NUMB[RS, TYP£S AND COSTS OF TH[ ELfM£NTS OF TH£ PROPOSED SYST[M. 3. IRRIGATION SHALL MAINTAIN TH[ MOISTUR[ L[V[L OF TH[ SOIL AT THE OPTIMUM LEVEL FOR TH£ GROWTH OF THE HYDROSEED[O GROWTH. C. HYDROS[[DING MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING: D. [. 1. S££D MIX SHALL CONSIST OF NO L£SS THAN: a. 20 lbs. P[R ACR[ OF ROS£ CLOV£R b. 20 lbs. P£R ACR£ OF ZORRO F£5CU£ c. 3 lbs. P£R ACR[ OF £ SCHOOL CIA CALIFORNICA d. 4 fb~. P[R ACR[ OF ACf-1/LL[A M/LL[FOUA e. 3 lbs. PER ACRE OF AL YSSUM (CARP£T OF SNOW) f. 1 /2 lb. PER ACR[ OF DIMORPHOL[CA g. /T[MS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WH[RE THE AREA BEING HYDROS£fD£D IS NOT VISIBLE FROM £/TH£R A PUBLIC STR££T OR RESID[NTJAL STRUCTURES. h. IT[M a OF THIS SUBSECTION MUST B£ /NOC ULA T£D WITH A NITROGEN FIXING BACT[RJA AND APPLIED DRY £/THER BY DRILLING OR BROADCASTING B£FORE HYDROS££DING. ,. ALL S££D MATERIALS SHALL BE TRANSPORTED TO THE JOBS/Tf IN UNOP£N£D CONTA/N£RS WITH TH£ CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE C[RTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WITTING AG[NTS MAY 8[ ADD£D TO TH£ HYDROS£ED SLURRY AT TH£ DISCR£TION OF TH£ CONTRACTOR. 2. TYP£ 1 MULCH APPLIED AT TH[ RATE OF NO LfSS THAN 2000 lbs. P[R ACRE. TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPL/[D FIB[R MATERIAL. WH[N STRAW IS US£D IT MUST 8£ ANCHOR[D TO TH£ SLOPE BY M[CHAN/CALLY PUNCHING NO LESS THAN 50% OF TH[ STRAW INTO TH£ SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHAT[ SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT TH£ RAT£ OF 500 lbs. P£R ACR£. AREAS TO Bf HYOROS££D£D SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY: I. ROUGHENING TH£ SURFAC[ TO 8[ PLANT[D BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOP£$ ST££P£R THAN 6: 1 b. HARROWING AR£AS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABL[. c. RIPPING AR£AS THAT WILL NOT BR[AK UP USING IT£MS a OR b ABOV£. 2. CONDITION/NG TH£ SOILS SO THAT IT IS SUITABL[ FOR PLANTING BY: a. ADJUSTING TH£ SURFAC[ SOIL MOISTUR[ TO PROV/0£ A DAMP BUT NOT SATURATfD S[[D B[D. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALIN£ SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSf£D£D AREAS SHALL BE MA/NTAJN£D TO PROVIDE A VIGOROUS GROWTH UNTIL TH£ PROJECT IS P£RMAN£NTLY LANDSCAPED OR, FOR AR£AS WH£R[ HYDROSEEDING IS TH£ P£RMAN£NT LANDSCAPING, UNTIL TH£ PROJECT 1$ COMPL£T£D AND ALL BONDS RfLEAS[D. 50'MJN. PUBLIC RIGHT - OF-WAY 12• MIN. "l I I II I I PRORLf FILT£R FABRIC 3' TO 6. ROCK EXISTING GROUND __L JO'MJN. T STEEL SHAKE PLATES/RUMBLE RACKS PROVIDE APPROPRIATE TRANSITION 8£/WEEN STABILIZ[D CONSTRUC710N £NTRANC£ AND PUBLIC RIGHT-DF- WAY 20'M/N RADIUS PUB C RIGHT -OF -WAY F£NC£/BARRl[R TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANC[ STABIIJZED CONSTRUCTION ENTRANCE PER CALIF. STORMWATER BMP DWG TC-1 1. SIT POSTS ANO £XCA VA TE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG TH£ LIN£ OF POSTS. 2. STAPL£ WIRE FENCING TO TH[ POSTS. \ GRAV£L BAGS OV[RLAP ONTO CURB RUNOFF GAP BITW£EN BAGS ACTS AS SPILL WAY J FT (0.9 M) MIN. THRE[ LAY£RS OF GRAV[L BAGS WITH ENDS OVERLAPPED GRAVEL BAGS £ARTH[N RIDG[ FILL SLOPE 4 IN (10 CM) J. ATTACH THE FILTER FABRIC TO TH£ WIR[ FENG[ AND £XT£ND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT TH£ EXCAVATED SOIL SILT FENCE c~/~' DESIGNED BY: A.J. V./H.R. DRAWN BY: G.M. T.G. PROJECT MGR.· T.0.C. s 2710 Loker Avenue West CivU Engineering ENGINEER OF WORK: Suite 100 Planning Corlsbod, Califomio 92010 Processing -:;;--:--C# 760-931-7700 Surveying F'ox: 760-931-8680 www .odayconsullonts.com TIMOTHY 0. CARROLL, JR. MIN. 2 FT (0.6 M) UNLINED SWALE & BERM DATE, SEPT. 2006 SCALE: AS SHOWN JOB NO.: D5--1130 DATE:~7 RCE: 55 81 BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAO ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNT'( VERl/CAL CONTROL DATA R-1800 308+16 ELEVATION: 29725 M.S.L DATUM: NCVD 7929 .VfRTICAl SPACING VARIES BETWfEN 8' TO 7/J' NO TE: INSTAil FIBER ROil ALONG A LEVEL CONTOUR ~~~ 'TL- DATE INITIAL ENGINEER OF WORK 12· MIN FIBER Rott 4• MIN. ~J/lxJ/4' WOOOS ~---Ji STAKES MAX 4' SPACING SEE DETAIL ABO!,£ FIBER ROLL A,-Bu1cr DATE DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE 1,500 SF VEGETATED SWALE 770 LF ... ... LIMITS OF CLEARING & GRADING SILT FENCE 120 LF -----<O>----<O - FIBER ROLL GRAVEL BAGS 1,600 EA. cx:x::x:::x::,- GRAVEL BAG CHECK DAM HYDROSEED 9,500 SF ►--..... ' J .......... ---T ... I s7r1 CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT EROSION CONlR(X Pl.ANS FOR: OP/JS POINT LOT 8 APPROVED a_,/ d., ~ "AVID A, HAUSER S" IS. ? PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER A p DWN BY: PROJECT NO. DRAWING NO. IHITIAL DAT[ INITIAL CHKD BY: Je. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~vJ P.I.P. 06-14 447-9A 071607 NOTE/! Lor 17 A1AP !VO, 15013 Lor iB c~ r, gs~10 1WAP !VO, 15013 El.£ClRONIC DATA flLES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAl SURVEY CONll?Ol.. \ 271 0 Loker Avenue West Suite 100 Ccrlsbcd, California 92010 760-931-noo fax: 760-931-8680 wv.w.odoyconsultants.com ------- Civil Engineering Pl,;mning Processing Sur.ieying ~--I \ __c.----80t---- FF-.f.03.7 PAO-.f.03.0 ~ ... --,_ •. I------'-----, -. . . ~-""':· -·r -i-:.~·-.1 - ,, AS-BUILT II DESIGNED BY: A.J.V./H.R. DATE: SEPT. 2006 DRAWN BY: G.M. r.G. scALE: 1· = 40• < C7d ~/m PROJECT MGR.· T.O.C. JOB NO.: 05-1130 _ / /~ c'f-L 1---------------j P.E . .5S~( EXP l""6?f,'O DATE ENGINEER OF WORK: - - BENCHMARK: DESCRIPTION: STANDARD STREET SURIIEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAMINO REAL RECORD FROM: NORTH COUNTY 1/ERT!CAL CONTROL DA TA R-1800 308+76 ELEVA110N; 291.25 M.S.L DATUM: NGVD 1929 --13 __ w-+-- -. , -,--z A1-8VtLr . . DATE INITIAL ENGINEER OF WORK l:\051130\053<PG05.d111~ Mar 28. 2007 2:53pm \ I I I I ~r H ' i "'l I ' ! I ' ':'.:' ! a-·' ' ·--;, . DATE INITIAL REVISION DESCRIPTION OTHUI APPROVAL Xrefl: 0530PMAP; 0530PGRO; 053~GRO; 0530NtdAP; 0530RL4AP; 0530RGRD; 0530PUR.; 05JOPG; 0530PTTXT; 9822EGRD: 0530NGROI: 0530PGRDt I k I -=--=-.::,,, ~ 1./ Ill!! = CJ ~ ~ k D ) 9t,• . \__, \ ,t, ____________,, o· 5' 20' ~ " r .. 10' 40' SCAlf: 1 • = 20' f,f,_ i---- 1--------····--·~ ~ - ~ lllll -·--r I'\ ~ = p'p' 448,5 k Lor s 0: 1.i gg~oB !WAP !VO, 14831 f< ): p'p' 448,5 ~ lllll -< lllll ~ I 11.,, J LI '-1 = --£pp 071607 - -< \__, lo: -----ct ... -- -1,. ~ r [~ I-( ~< -□2 I'\ - i" 1l II II I ssET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT EROSION CONTRa. Pl.ANS FOR: OPIJS POINT LOT 8 APPROVEDYJ~ i!r)7 DAVID A. HAUSER PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: 1£, P.I.P. 06-14 447-9A CITY APPROVAL RVWD BY:~