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HomeMy WebLinkAboutDWG 448-1A; PIP 06-15; OPUS POINT LOT 7; 01-05GRADING NOTES fl N ADD IT I ON TO THE REOU I REMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE. J !. 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 CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADO! T!ONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS 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 ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEO TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOU/REO FOR ANY WRK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM! T ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILEO NAMING THE CITY OF CARLSBAO AS AN ADDITIONAL INSURED ON THE PERMITTEE"S POLICY IN THE MINIMUM AMOUNT OF I I, 000, 000. 00 FOR EACH OCCURRENCE OF LI AB IL I TY. THE INSURANCE COMPANY WR/ TING THE POL ICY MUST HAVE A RATING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GU/OE. 5. UNLESS EXEMPTED BY SECTION 301. {b/5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY R[0/1/RE SEPARATE PERM! TS FROM THE BUILDING DEPARTMENT. 6. NO WRK SHALL BE COM'ENCEO UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. T. APPROVAL OF THESE PLANS BY THE Cl TY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF THE CI TY ENG I NEER, NO TEO WI TH IN THE REVIS I ON BLOCK, ON THE APPROPRIATE SHEET OF TH[ PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Ci TY UPON BEING SIGNED BY THE Cl TY ENGINEER. 10. THE ORIGINAL ORAW!NG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE Cl TY. II. ACCESS FOR FIRE ANO OTitER EMERGENCY VEHICLES SitALL BE MAINTAINED TO THE PROJECT SI TE AT ALL TIMES 0/IR/N(i CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.-{A/ S/IM\fARY SltEET, (8/ LABORATORY WORK SHEETS ANO {C/ COMPACTION CURVES, SHALL 8[ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, THE SOILS REPORT WILL BE SUBMI TTEO TO THE Cl TY ENGINEERING INSPECTOR WI THIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOM\IENOATIONS OUTLINED IN THE SOILS REPORT IS REOU!REO PRIOR TO THE ISSUANCE OF A B/IILOING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CAL !FORNI A PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL IEO SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WI TH TH£ CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE "EARTHWORK SPECIFICATIONS " ATTACHEO TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE itELO AT THE SI TE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRIJCT/ON. INSPECTION. SIJPERVISION. TESTING ANO ALL OTHER ASPECTS OF THE WORK. TitE CONTRACTOR SHALL REO/IEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (160/ 438-389/ AT LEAST FIVE /5/ MJ/IKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR Will THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TIME FOR THE PR[CONSTR/ICTION MEETING. APPROVED DRAWINGS MUST BE IWAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION RFO!JF£T5 QTHfR THAN FDR PRFCQN5TRIJCTIQN MFFT/NG WI/ I RF MADE BY CALL ING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT /760/ 438-389/ INSPECTION REQUESTS MUST BE RECEI VEO PRIOR TO 2.-00 P.M ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAOE TitE NEXT WORK DAY UNLESS YOU REO/IEST OTHERWISE. REOUESTS MAOE AFTER 2.-00 P.M. WILL BE SCH[O/ILEO FOR TWO FULL WORK /JAYS LATER. /6. TitE OWNER ANO/OR APPL !CANT TitROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL 8[ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO itEALTH STANDARDS, LAWS ANO REGULATIONS. I 7. TitE CONTRACTOR SitALL CONFORM TO LABOR CODE SECTION 6105 BY SUBMI TT/NG A DETAIL PLAN TO THE Cl TY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SNORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GRO/INO OUR/NG THE EXCAVATION OF SUC/t TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENC/tES FIVE FEET 15'/ OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FROM THE SHOR/NO SYSTEM STAN/JAROS ESTABLISHED BY TitE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL 8[ PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERM! T MUST BE S/IBMI TTEO TO THE INSPECTOR PRIOR TO EXCAVATION. /8. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERM! T HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCitEO/ILING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE IMIIEDIATEL Y, ANO THE PERM/ TTEE WILL NOTIFY THE Cl TY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TitE PERM!TTEE HAS RECEIVED WRITTEN A//TitOR!TY FROM TltE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SI TE OR ADJACENT THERETO, !NCL/10/NG WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPMENT, CONSTRUCTION E0/1/PMENT ANO ANY OTHER ASSOCIATED ORA/JING EO/IIPMENT SHALL BEL /Ml TEO TO THE PERIOD BETWEEN T.-00 A.M. ANO SUNSET EACH DAY, MONDAY /hrouqh FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. {A LIST OF CITY HOL IOAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ 2/. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY TH[ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. \ -- 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY TitE CITY ENGINEER. TitE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TitE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WI Tit/N Tit[ AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON TltE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RES/IL TING IN THE PON/JING OF WATER IS NOT PERM/ TTEO. ALL EARTitEN SWALES ANO 0/ TC/tES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROS ION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE Cl TY ENGINEER OR AS 0/RECTEO BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PROO/ICE A UNIFORM SURFACEANOCROSSSECTION. THES!TE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SI TE APPROVED OF BY THE Cl TY ENGINEER. OPUS POINT LOT 7 PRECISE GRADING & EROSION CONTROL PLANS P.I.P. 06-15 27. ALL SLOPES SHALL BE IRRIGATED, STABIL /ZED, PLANTED ANO/OR HYOROSEEOEO WITHIN TEN {!OJ OAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SitOWN ON THE APPROVED GRAD I NG PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REOUIREO BY THE CI TY OF CARL SBAO LANDSCAPE MANUAL. THE LANDS CAP I NG PLANS FOR THIS PROJECT, DRAWING NO. 448-/L, ANO/OR AS DIRECTED BY THE Cl TY ENGINEER OR PLANNING 0/RECTOR. 29. THE OWNER/APPLICANT SHALL /NS/IRE THAT ALL CONTRACTORS SHALL COORO!NATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REO/l!REO FOR THIS WORK IN ACCORDANCE WI TH THE LANDSCAPE MANUAL TIME REOUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIMUM 0-LOA/J OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO /5" PVC MAY BE UTILIZED PROVIDED OEPTH IS LESS TltAN 15 FEET ANO BACKFILLED WITH 3/4" ROCK PER SDRSO S-4 TYPE "C" ANO PIPE MEETS ASTM STANOARO 3034 FOR SOR 35 SOL /0 WALL PIPE. 31. WHERE AN EXISTING PIPE L /NE IS TO BE ABANDONED AS A RESULT OF TltE GRAD I NG OPERA Ti ON, IT SHALL BE REMO VEO WI TH IN TWENTY FEET OF 8/1 I LO I NG OR STREET AREAS ANO REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER ANO/OR TitE GEOTECHNICAL ENGINEER. 32. TitE CONTRACTOR SitALL VERIFY THE LOCATION OF ALL EXISTING FACIL/ TIES /ABOVE GROUND ANO UNDER GROUND/ WITHIN THE PROJECT SI TE SUFFICIENTLY AitEAO OF GRADING TO PERM/ T THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WI TH THE PROPOSED WORK. PROJECT LOCATION THIS PROJECT IS LOCA TEO 111THIN ASSESSORS PARCEL NO. 221-881-01. THE CALIFORNIA COORDINATE IND£X OF THIS PROJ£CT IS N 1992 £ 6258. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOl'tN ON TH£SE PLANS WAS G£N£RATE/J BY AERIAL TOPOGRAPHIC SUR'IEY BY SAN-LO AERIAL SURI/EYS ON JULY l! 1997. EXISTING MASS GRADING SHOWN PER APPROI/E/J CITY OF CARLSBAD DWG. NO. 409-/A. LEGAL DESCRIPTION LOT 1 IY CARLSBAD TRACT NO. 98-10, CARLSBAD RACl-WA Y, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CAUFORNIA, ACCORDING TO MAP THEREOF NO. 15013, f/LE/J IN TH£ CH/CE OF THE COUNTY RECORO£R OF SAN DIEGO COUNTY, MAY J, 2005 AS f/1£ No. 2005-0371022 OF OFFICIAL RECORDS. REFERENCES SOILS ENGINEER'S CERTIFICATE I, S-fl,IA t,'11) t,,. 171t."N A REG/STEREO CIVIL £NG/NEER IN THE STA TE OF CALIFORNIA, PR/NC/PALLY /JO/NG BUSINESS IN THE F!EL/J OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO ST/JOY OF THE SOil CONOlllONS PREVALENT WITHIN THIS SITE WAS MAO£ BY GEDCON INCORPORATED BETW££N THE OATES OF FEBRUARY 2005 ANO NOVEMBER 2005. I HA 1/E REVIEUE/J THE SOILS REPORT ANO AGREE WITH TH£ CONCLUSIONS ANO RECOMMENOA TIONS PER MY 1£TT£R DA TEO JANUARY 10, 2006. TWO COP/£S OF TH£ SOILS REPORT COMP/LEO FROM THIS ST/JOY, WITH RECOMMENDATIONS, ANO ,... M.Y. ",ll:&_o,~.; BEEN, SUBMITTED TO~ OFF!fE OF 'IJE~NGINEER. ,~ >:.--• >j~(', S/GN£0; L ~~ .. ·/,;,oo c. ~ "= '' ,.... .,.. ,.,,, '. ,' ~'"i,, i;1~,, , _ RC.£ NO.: __ ..,_'-"-'---'--------- '... ~'o, U11r1 .~.! f~I~ • {) 1,, •, OAT£: ')-Z-'{ • I "'<i-;, er~ ~· , LICENSE EXPIRATION DATE: \ z-~•-o-r OF Ci,\.'i~A ~----.... ~ DECLARATION OF RESPONSIBLE CHARGE 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UT/LI TY COMPANIES /SEE BELOW/ AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE TH£ WORK WITH A COMPANY REPRESENTATIVE. G) HY/JROLOGY ANO H'rlJRAUUCS BY 01iAY CONSULTANTS, INC. 0Al£/J JANUARY 2007. STORM WA T£R MANAGEMENT PIAN BY 01!A Y CONSULTANTS, INC., OA TEO FEBRUARY 2007. I HEREBY 0£ClAR£ THAT I AM THE ENG/N££R OF WORK FOR THIS PROJ£CT, THAT I HA 'I£ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON THE PROJ£CT AS 0£flN£0 IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT WITH CURR£NT STANDARDS. /INOERGRO/INO SERVICE ALERT SOG8E (800/422-4/33 (800/660-7343 (800/892-0/23 I 160/438-114I (160/434-2980 I 160/438-2122 PACIFIC BELL TIME WARNER CABLE Cl TY OF CARLSBAD {STREETS 8 STORM ORA IN/ Cl TY OF CARLSBAD {SEWER. WATER 8 RECLA /MEO WATER/ 34. PERMIT COMPLIANCE REO/IIREMENTS.- A. FOR CONTROLLED GRADING-TitE APPLICANT It/RES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL TitE WORK IN PROGRESS {15. 16. 120 A.BJ CARLSBAD MUNICIPAL COOE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {/5. /6. 120 A. /0} CARLSBAD MUNICIPAL CODE.- {I/ FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE !NSTALLEO IN CONFORMANCE WITH CITY CODE ANO THE APPROVE!) PLANS {OBTAIN SAMPLE OF COMPLIANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT/. 12/ AS-BUILT GRADING PLAN. /3/ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMl-fENOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE 0/IAL I TY OF THE SO IL, ANO SUMMAR !ES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY TitE SOILS ENGINEER TitAT TitE GRAO!NG WAS DONE IN ACCORDANCE WITH THE RE0/1/REMENTS ANO RECOMl-fENDA TIONS OUTL !NED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. 141 REPORT WI TH AS-BUILT GEOLOGIC PLAN, IF RE0/1/REO BY THE Cl TY. 35. UNLESS A GRAOING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE {I/ YEAR AFTER THE CI TY ENG I NEER' S APPROVAL, T/tESE PLANS MAY BE REOU I RED TO BE RESUBMI TTEO FOR PLANC/tECK. PLANCitECK FEES WILL BE REO/IIREO FOR ANY SUCH RECHECK. 36. THE SOILS REPORTS TITLED UPDATE GEOTEC/tN!CAL INVESTIGATION, CARLSBAD RACEWAY BUSINESS PARK, CT. 98-/0, CARLSBAD, CA. DATED AUGUST 17, 2004, ANO UPDATE GEO TECHNICAL REPORT, OPUS POINT AT THE RACEWAY, LOTS 5 THROUGH I I I INCLIISIVEI ANO LOTS /6 THROUGH THROUGH 25 { INCLUSIVE/ OATEO NOVEMBER 10, 2005, PREPARED BY GEOCON, INCORPORATED SHALL BE CONSIOEREO AS PART OF THIS GRADING PLAN. ENGINEERS NOTES 1. R£VISION OF TH£SE PLANS MAY BE REQUIRED IF TH£ PROPOSED IMPROI/EM£NTS ARE NOT CONSTRUCTED PRIOR TO THE DEAOUNE DATE OF THE !MPROI/EM£NT AGREEMENT. 2. TH£ EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FAC/l/Tl£S SHOWN ON TH£ CONSTRUCTION PLANS W£R£ OB TAINE/J BY A SEARCH OF TH£ A VAIL A BL£ RECORDS. ATTENTION IS CALLEO TO TH£ POSS/BL£ £X/ST£NCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFER£NT FROM THAT SHOWN ON TH£ PLANS. TH£ CONTRACTOR IS R£0UIR£/J TO TAKE DUE PRECAUTIONARY M£ASUR£S TO PROTECT Tl-/£ UTILITIES SHOWN ON THE PLANS ANO ANY OTHER £XISTING FAC/Ll71£S OR STRUCTURES NOT SHOWN. J. THE CONTRACTOR SHALL I/ER/FY THE LOCATION OF ALL EXISTING FAC/L/T/£S (ABOI/EGROUNO ANO UNDERGROUND} WITHIN THE PROJECT SITE SUfflC/£Nll Y AH£AO OF TH£ CONSTRUCTION TO PERMIT TH£ R£VISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS AR£ IN CONFLICT WITH TH£ PROPOSED WORK. 4. ALL H.D.P£ STORM DRAIN TO 8£ INSTALL£!) P£R HANCOR BACKFILL R£COMM£NDATIONS FOR Hl-0 PIP£ ,~✓~, s 2710 Loker Avenue West Civil EnQineerin9 Suite 100 Planning Carlsbad, California 9201 O Processing 760-931-7700 Surveying Fmc: 760-931-8680 www.odoyconsullanls.com STORM WATER POLLUTION PRE'IENTION PLAN BY 01iAY CONSULTANTS, INC. 0Al£/J JANUARY 2007. GEOT£CHNICAL REPORT BY GEOCON, INC. /JATE/J NOi/EMBER 2005 WITH AN A00£NOUM BY MTGI. DA 1£0 JANUARY 2006. • REFERENCE PLANS CITY OF CARLSBAD ORAJ/1NG NO.s 409-1, 409-IA, 448-1, 441-9, 441-9A CITY OF OCEANSIDE HIGHWA',I ~VISTA ~;P,W---:;BUSINESS PARK DR. ROAD __ _.. ~--rlf-..l----';c IONSHEAD AVE. __l..:~:,,pf! I UNOERSTANO THAT THE CH£CK OF PROJECT ORA WINGS ANO SP[Clf/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELl£1/E ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. OZ>AY CONSULTANTS, INC. nC[S 0 01,J, S10,,, 27!0 LOKER A'IENU[ llfST. SUITE /00 ,,, :'i'. CARLSBAD, CAUFORNIA 92010 4J s:,'l-'-11 J. ~ < «: (760} 931-1100 /f '$ '0_ ~ -/~, .tJ:/. /.•A ,; NO. 64573 ~ =--~•➔• , C/~ /JA TE: ~a, ....,,t,7 w EXP. 6/30/07 .-., ANDREW J. VAN LOY * ; RC.£ NO. 64573 EXP. 5/J0/01 J',>, CfV\l ~ '1,>< OF CAl-1,o'I-" OWNER'S CERTIFICATE I (WE} HEREB oo TlfAT A REG/STEREO SOILS ENGINEER OR G£0lDG!ST HAS BE, 'R W!L 'BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO VISE ON '£ COMPACTION ANO STABILITY OF THIS SIT£. PAUL MARSHALL, /JMSIONAL PRESIDENT PACIFIC OCEAt-1 CITY OF ,......-",.. SAN MARCOS OWNER/OEVElOPER : OPUS 1/FST CORP. 4350 LA JOLLA V/11.AGE DRIVE, SUITE 110 SAN DIEGO, CA 92121 PHON£: (858) 546-4100 CIVIL ENGINEER/LANO SURVEYOR CITY OF ENCINITAS VICINITY MAP NO SCALE ' 01iAY CONSULTANTS, INC. 2110 LOKER A '/£NU£ !tfST. SUIT£ 100 CARLSBAD, CA. 9201/J (160} 931-1100 EARTHWORK QUANTITIES REQUIRED TREATMENT CONTROL CU[' ___ 7_10_CU._._YD_S. f/LL:--~Z~I/J_O_CU._. _YD_S._. IMPORT.· 1,330 CU. 'rlJS. REMEO/AL: ____ -=0-_ TYPE BIO FILTRA T!ON FLOW THROUGH SEPARATOK NO TES.· I. THESE OUAN Tl TIES ARE FOR BONO/NG PURPOS£S ONL Y. ANO ASSUME NO SHRINKAGE. CONTRACTOR TO I/ER/FY TO HIS SATISFACTION. D£SCRIPTIDN TC-30 VEGETAT£0 SWALE MP-52 ORA!N INSEKT OWN£RS 'HIP PVT PVT MAINTENANCE ACRE£M£NT CC&:R CC&:R BMP SH£ET NO, .J .J 2 CONTRACTOR SHALL SUBMIT ANO RECE/1/E APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO HAULING 0/RT OR CONSTRUCTION MA TER!ALS TO OR FROM TH£ SIT£. AS-81/ILT DESIGNED BY: A.J. V. DRAWN BY: G.M. T.G. PROJECT MGR.· T.O.C. ENGINEER OF WOil)(: REVISED: F£BRUARY 2001 R£VISED: JANUARY 2001 DATE: OCTOBER 2006 SCALE: AS SHOWN JOB NO.: 05-1130 BENCHMARK DESCRIPTION: STANDARD ST/?££T SURI/EY MONUM£NT LOCATION: APPROX. 1400 FE£T SOUTH OF PALOMAR AIRPORT ROAD ON C£NTERLIN£ OF £l CAMINO R£AL DATE INITIAL TABLE MA!NTENANCI FREOUENCY AS NEE/JED PER AfANIIFACTURE, ~C:::::. ~ DATE: y/4/4-RECORD FROM: NORTH COUNTY 1/ERTICAL CONTROL DATA R-1800 308+16 ENGINEER OF WORK REVISION DESCRIPTION ANDREW J. VAN LOY / RCE: < 64573 ELEVATION: 29725 M.S.L. DATUM: NGVO 1929 l:\051130\05JONG□1.d1119 Mar 29, 2007 11:0Bcm Xrefs 05J0l'k:; 05.JOAN: 053:DNG WORK TO 8£ OONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REOU/REO ON THIS SET OF PLANS ANO THE CITY STANDARDS, SPEClflCATIONS, REOU!R£MENTS, RESOLUTIONS ANO ORDINANCES CIT£0 ON THESE PLANS TH£ GRAO/NG WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOl#NG DOCUMENTS, CURRENT AT TH£ TIM£ OF APPROVAL OR AS /JIRECTEO BY THE CITY ENGINEER: /. CARLSBAD MUNICIPAL COO£. 2. STANDARDS FOR 0£S/GN it CONSTRUCTION IY PUBLIC WORKS IMPROI/EAIENTS IN THE CITY OF CARLSBAD. J. THIS SET OF PLANS. 4. RESOLUTION NOs. 5024 THROUGH 5030 DATED OCTOBER 11, 2001, ANO PIP No. 06-15 DATED NOi/EMBER 16, 2006. 5. TH£ STANDARD SPEC/flCA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON INCORPORATED, /JAT£/J AUGUST 11, 2004, MARCH 1, 2005, OCTOBER 24, 2005, NOVEMBER !O, 2005 ANO BY AITGL ON JANUARY 10. 2006. 7. THE SAN DIEGO REGIONAL STANOARO DRAWINGS ANO AS MAY 8£ AIOOIF/£/J BY TH£ CITY OF CARISBA/J STANDARDS. 8. CAUFORN/A.COASTAL COMMINSSION DEVElOMENT PERMIT CONDlllONS OATE/J -N/A. 9. ENVIRONMENTAL APPROVAL DOCUMENTS OAT£0 OCTOBER 11, 2001, R£S. NO 5031 !O. STORMWATER POLLUTION PREI/ENTION PLAN (SWPPP) BY 01!AY CONSULTANTS /JAl£/J OCTOBER 9, 2006 ANO REV/5£/J JANUARY 15, 2001 W/Ji/J No. 9 37CJ45385. 11. STORMWAT£R MANAGEMENT PIAN (SWMP) PREPARED BY 01l4Y CONSIJL1i4NTS OAT£0 OCTOBER JO, 2006 ANO REV/SEO FEBRUARY 20, 2001. 12. THE CALIFORNIA STORM WAT£R QUALITY ASSOCIATION (CASOUA}, STORM WATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK ANO STATE OF CAUFORNIA, DEPT. OF TRANSPORTATION, CONSTRUCTION SITE B£ST MANAGEMENT PRACTICES (BAIP) MANUAL. ££GENO NOTE: QIJANTITIES ARE FOR BON/JING PURPOSES ONLY. ACT/JAL QUANTITIES MAY VARY. 0£SCRJPT!ON STD. OWC. SUBDIVISION BOUNDARY. LOT LINES •.••.••..•.•.•••.••.•••.•••• A.C. PAVEMENT (4' AC/4' AB) ••••• DETAIL SHT. 2 •••••• A.C. PAVEMENT (4' AC/6.5" AB) •••. DETAIL SHT. 2. P.C.C. PAV£MENT (11'2• AC/4' AB). .DETAIL SHT. 2. P.CC. PAV£MENT (GS-20) ••••••• DETAIL SHT. 2. P.C.C. 6' CURB .••.••••••••••••• G-1 •••••• P.C.C. 6' CURB ,t GUTTER. • • • • • • • • • .G-2. • •••• PEDESTRIAN RAMP. • . • • • . • • • . • .MOO. G-31. • ..••• P. C. C. SWAL£. • • • • • • • • • • • • • • • • • • • • • • • • • P.C.C. PATIOS (SEE ARCHITECTURAL PLANS} ..••••••.••• EXISTING CONTOUR ••••••.•••.••••••.••••••• PROPOSED CONTOUR. • ••••••••.•••.•••••••• DA it.lGHT LIN£. . . • • • • • • • • • • • • • • . • • • • • • • • • CUT/FILL LINE. ••••••••••••••••••••••••• £X!STING SLOPES. • • . • • • . • . • . • • • . • • . • • • • • • • CUT OR fill SLOPE LINES. • .••••••.••••••.••• RETAINING WALL (PER SEPARA T£ PERMIT}. • • .C-3. • •••• EXISTING SPOT ELEVATION ••••••.••••••.•••.•• EXIS !ING fl Oltl.!NE ELEVATION. • • • • • • • • • • • • • • • • • flOM!NE £LEVA TION. • •••••••.••••••••••••• TOP OF CURB El£VA TION. • • • • • • • • • • • • • • • • • • • • • FINISH SURFACE £LEVA TIONS. • . • • • • • • • • • • • • • • • • • flNISH GRADE SPOT ELEVATIONS ••••••••.•••.••••• f/NISH FLOOR ELEVATION. • • • • • . • • • . • • • • • • . . • • • PAO £LEVA TION. • ••••••.••.•••••••.••.•• 6" Pi.t' STORM DRAIN ••••••••••••••••••••• - 12" Pi.t' STORM DRAIN • • ••••••••••••••••••• 18' Pi.t' STORM DRAIN • • ••••••••••••••••••• EXIST. Tl'PE 'F' CATCH BASIN (A/JO INSERT}. • ••••••••• 12"x 12" CATCH BASIN (NOS /JOO££ 1200 CB W/ NOS MOO£L 1213 CAST IRON GRAT£} ••••••••••• 24"x 24' CATCH BASIN INLET (JENSEN 01-2424 OR EOUAL) W/TRAFflC GRATE & INSERT' (UNLESS NOT£0 OTHEJ/WISE} •• SWALE {GRASS-L/N£/J) •••••••••••••••••••••• SYMBOL ., ______ _ 1;. :·-~ .. ·;:_:.~<~ .... J, j.-_,'. ,,,:l ~111 .......... _ ___.r • ~ -------, ----420 - ----420-- <-- ....L -__.,__ - -//-'---//- ·-. _.,L ··--1 -- --' \--· __,l. i._ =r~wx: 420.00 TC ~- 420.0 4031 FF 403.D PAD -S/J--- -S/J--- -S/J--- lz<.l 11!1 IIlll 'CATCH BASIN INSERTS SHALL BE GRAT£ INl£T Sl<IMMEJ/ BOX WITH OIL BOOM BY SUNTREE T£CHNO/.OG!ES OR APPROI/EO EQUAL. - QUANTITY 10,185 SF 14,930 SF 640 SF 230 SF 622 I.F 521 LF I £A 111 I.F 118 SF 24 LF 262 I.F 291 I.F I £A 4 £A 630 LF CONSTRUCTION PRl©RITY: HIGH P~~~EPARTMENT APPROVAL a "AS BUil T" ~-~uz 1/ ~ 'JI /UJ DA'fE:0 /2/ p7 (SIGNED) DON NEU, PLANNING DIRECTOR RCE c;4573 EXP. @Oii'009 DATE .,z,.,;t ::2)4,.") DATE:5°/21/o7 REVIEWED BY't (SIGNED) ,f/2/41. RECOMMENDED BY: YA\:-\ J)Ra',el ~~-lt4Sf'ECTOR .-• I (PRINT NAME) DATE I SH/ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT PRECISE tRAOING ANO EROSION CONTROL PLANS FOR: OPUS POINT LOT 7 APPROVED(] /L DAVID A. HAUSER s(_t.~07 PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~ CITY APPROVAL P.I.P. 06-15 448-IA OTHER APPROVAL RVWD BY: 070607 NOT£!! R/W I 10· L , ,,. t 5.5' ' -=- 2' OVERHANC·---1 {WITH /8' PARK/NC} 12· R. 1/W e 26' 26' io· I,;:~{~ i I 2:f EXISTING LIONSHEAD A VENUE PUBLIC PARK/NC 15'-!8' NOT TO SCAlE VARIES 58'-66' DR/'£WAY 25'-JO' -10' PC SWALE PARK/NC l5'-18' ~ - 2' OVERHANC (WITH 18' PARK/NC) 5• TYPE '1,' c::·-jl-os· (TYP.) <.LL.'L-1"'5-LJ'JLLLLLLL.Lc CURB & CUTTER MIN. 4• A.C. PAVEMENT Ot,-fR 4 • A.B. MIN. 4• A.C. PA '£M£NT OVER 6' A.B. (MIN.} OR AS RECOMMENDED BY SOILS ENC/NEER OR AS R£COMM£ND£D 8 Y SOILS £NC/NEER. Tl=4.5 Tl=5.0 DRIVEWAY PRIVATE NOT 7rJ SCALE ,. 2' f' ----'-----1 CURB ..,,----'--I DETAIL -CURB OPENING INSTALL J"xJ' CONSTRUCT/, (TYP.) JOINT ON EACH SID£ CF BOX 391.30 FS 12:I MAX NOT 7rJ SCALE , __ __,,• -----< 396.50 Fl SOUTH 396. 45 Fl (NORTH} 391.40 FS 12: I MAX. DETAIL ~' -SIDEWALK SECTION {O SWALE CROSSING) NOT TO SCALE FINISH SU/ffAC£ TIP/CAL SIDEWALK S£C1/0N El£CTRON!C OA~ RLES AR£ FOR REFERENCE ONl Y ANO AR£ NOT TO 8£ USEO FOR HOR!ZONTAt OR VERllCAt SURVEY CO!flROl. c~~~,s 2710 Loker Avenue West Civil Engineering Suit. 100-Planning Corlsbod, Califomio 92010 Processing 760-931-7700 Surveying ra)I: 760-931-8680 www.odayconstJltonts.com LD1 r: 1 gs-to MAP !VO, 15013 LD11B 1 gs-10 c, ' t.tc.013 MAP NO, o • LDf 19 C, 1, g[J-10 MAP NO, 15013 .J' 1.57 o· 10· 40' 5 20 SCALE: 1" = 40' DETAIL P.C.C. SWALE NOT TO SCALE 80' ASPHALT- PARKING AREA · SCALE: 1• = 40' SHEET INDEX SH[£T NO. [}[SCRIPT/ON NOTES & VICINITY At4P I 2 J 4 5 KEY U4P, TYPICAL S£C1/0NS, DETAILS, &: DRIVEWAY CURB PROFILES GRAD/NC PLAN TC £1£¥. FS £LEV. (SE£ PLAN) EROSION CONTROL NOTES £ROS/ON CONTROL PLAN fiNISH GRADE '.'.'.__JI 2 I . 10' MIN. (TYP.} fl I TIP£ 'C' CURB ~v-"--&, 0--J. .~~\i\.,.i11 V('c¢- 2% MIN., 2:f MAX. TYPICAL GRASS-LINED SWALE' 0 SIDES OF LOT NO SCALE 10% MIN. 2:1 MAX. BUILD/NC WALL FF. ELEV. T 2· TYPICAL "AS-BUil T " BENCHMARK DESIGNED BY: A.J. V. DATE: OCTOBER 2006 DRAWN BY: G.M. T.G. SCALE: AS SHOWN rL<.s?..C.~ PROJECT MGR.• T.0.C. JOB NO.• 05-1130 P.E. G457.3 EXP. r;,/30/2009 ENGINEER or WORK: R~J~ dp/,, ~ DATE: t1f7 ANDREW J. VAN ~ RC[: 4 73 lt-lSPECTOR ¥¥2661 DATE 3/9 /49 DATE DESCRIPTION: STANDARD STREET SUR'.IEY MONUMENT LOCATION: APPROX. 1400FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY '.IERT!CAL CONTROL DA TA R-7800 308+16 ELEVATION: 291.25 M.S.l. DATUM: NCVD 1929 DATE INITIAL ENGINEER or WORK • \ I I \ I \ I \ \ I \ AS·/3UILT REVISION DESCRIPTION I: \051130\053CNG01.dwi M..-28, 2007 4; 25pm -·· . ·-· --. ---· ·-----. . ----------1----·-----f----· -··-----·--::::---~-:::-·:._::-.:::: ··.-i-:: "' -:: -~-=-.-.: --::... ~-~-:: ·:.-.:: --. ---=:•>-:_ -i;--_:__ -.-~· -~·i:-:·::· --:..·-_ -~-:·::...-=.. _.:~ .~: ... .. -:1-:.:-: .. --.__ --·--- ·---··-·· ·--·--· . ··-.. --·-· ·---··-..• --· ,. --·· ••• --, •• ,. •• ---···· -· -·--+>. -•-·•---·· ·-··-.. ••·•• -••• - • ··------·-----·--·· -·----r--· --·,_-I--•:_•··•:-:=-~--·:.-:---•······::·::-__ -::-:·-:-· :-.::-.:. _--_-·:_· .::-: .. ·":""_"·. -:· -:_~-·:_~ ·-.:-·'.:.-···.--:-··· .. -:. -.. : -·::•--'--:-.-..::=-.· :-.-~.\~/:j~.·· ~tixJ!~l-:-~•;;. __ :.~l~~.0~ t i 1:_.:_,i:~Ic .;_7::f'S. ~:··· :.:-.-:-:-~-=·-_'.:~. -~~ ~~:· .--:~· :~~~-·.•.=:::: ·~.:~ :J ~ [~ ::.-~-: -~';· J • :_ ~.1-: -.;. ,_-{ I I U:. -:~:.~.-·_;·::~~:-.--?=·:· ~~:t-'."_:_- c.,·:::_ • .. 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'._ r-.. .: ;::. ;·-_:· :;_ -~-;: ---·::; t:-:_. ·.:." .. -_-;· :. ·• • -.. -t:° -- -----. --·-· --·--- ------------______________ ;;_; ______ 7 LOT 7 C.T. 98-10 SCALE: 1• = 40' ~ ~··· .. ~. ••• < .• . -.. !'. -· .. MIN. 4• A.C. PAVEMENT OVER 4• AB •• _ • _ • I •'ce\/. •·· ·. '• l MIN. 4• A.C. PAVEl,/£NT OVER 6.5" All ••••• '~ MIN. 1v2· P.C.C. PAVEMENT 0'£R 4• AB_ . - . k i, L.: .. r .-1 OR AS RECOMMENDED BY SO/iS £NC/NEER ( , , I I 1 I I ) I S2ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT PRECISE GRAO/NG Pf.ANS FOR: OPUS POINT LOT 7 APPROVED o I~ .ffac./41 DAVID A. HAUSER PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER • DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~ 448-!A OTHEJl APPROVAL CITY APPROVAL RVWD BY: i:,,::iJ P.I.P. 06-15 Xrers: 0530NMAP: 05JONGRD; 0530PGRD: 0530f>ldAP; 0530HGRD: 0530HUT1..: 9822E!;R0; 9822DGR!); 053CflG: 05~PR~ 0531;f'GR01: 0530NGR01 070607 a· 5' 20· I \ • .-. • · . . . -I ,-.: \ I(:! . "" ,__~ ~ i's '.::i t); __ ,,___ ' 10 40' SCALE: 1 • = 20' I \ lD117 c~ r, g-✓~10 JWJJP JVDJ 15013 LOT 7 Z' !O' 34+88,88 vcWAY JO ORI /8 I I CJ -J 98~10 1WAP !VDJ 15013 ;xr NOE!) FOOTING PER STRUCTURAL £NG NEER <:S <.j \~j'< ~ \\ ,·i :;:_ ~ \J .. • . . , \ .. ':. \ \ \ \: I :, ;11' I~ I \ ~,\_ \\\ L------4--;:;.;£XIS;-;T, RE~~ WATER g BACKFl •~..,.,1 o::-. ~\Uf',.r"l:.ii"f ......1 5' .... i • ~-c;RASS·l!NCD SWALE@/% MIN. LOT G/7 SWALE SECTION VIEW NOT TO SCAl£ ,.-; I lD1 jg c~ r, os~10 WAP JVDJ 15013 \ V) \ • • . •. • ! .: . , ,. \ •. :• . ' • C, u\ <:S ~ <.j • .. ... -I :< ,-.: Ii! ~ "" "' 1-. ''"-', ..... --•.•lo"'.'• ~ --.. .. -, • • • • ,q ""I • • • / - 9,)' IJ I t I rf r - • /:~f ;. ·ct . { . . ,..,.,. ,..., -',,~.-. . - ¥.crccc;.,. : ... ·::,. </A~~: k · .. .,,,.,, """'··· .-.,-•.• ,•.,. , .. , .. -i ..... I ·, .•' --v_.. ~-,.., , , " • · ·, • · -· · ·· te..-x c"',? . ·;;·:.;;>':°', •. '•/"~ ) . . . -\j ,"},,;;- MOO. 1200 CATCH BASt CAST IRON CIIA T[ ELECTRICAL NOS MOO. 1213 .......... .......... .......... _/--.... FF-,f.00.0 RIP RAP/co Cl?E0Ao "-"-(AO 399·3 _(FOR POW. · 'POUT{)RAINA.G£) \' ~ ..___~ MOV£ STANOPIP[, \ a• PIP[, BROW OITCH£S, \ ,t SPILLWAY £XIST. MOO . .f'x4' TYPE 'F' C.9. 4 \ 'b \l' 39.f.O FL IN f,· ,_o ~"' 382. 6 1£ IN,,') -~ · ,,-382 . .fO 1£ 0 1a• '<: ~ i ~86 0 I£'-i(/Z"}J PROPOSED S{WCR t:RAL ----- . f\ ~ ~ . (3g5,o RIM) PR/VAT£ STORM DRAIN DATA lJQ DELTA/BEARING RADIUS LENGTH REMARKS 1 N 10'04'56' II' 12.2' 12' PVC. tJ /J.20:r 2 N 86'4924 £ 65.6' 12• Pi-t' 0 1.01:r 3 N 00'33)6" W 117.4' 19• PVC (I 1. IJX 4 N 8919 09' II' /19./ 18' PVC II 4. 85:r ROOF DRAIN CONCR[T[ RAMP P£N BU/IJ)ING PLANS REQUIRED TREATMENT CONTROL 8MP TABLE OESCR/PTION 0/JANTITY VEGETATED 630 LF SWA/£ I ! ;,! "" - ) / ( _J ------- 20' SETBACK . ~ :-:! I; ~ ;::i I~ I i SUBOIV.S-ION~ BOUNDARY I I . ..-. (15 = lD1 5 c~ r, gg~ot/ JlJJJP JVDJ 14831 FF 44i0 ➔ lD1 f/ -, . c~ r, gg~os --~. ! t· JWAP JVDJ 14831 ~-· :r .-i _. . FF 42115 .J ·:-t: 5 N 49'03'51" II' 19.4' 12• PVC (12.02:r 6 N 11'25'/ 1 • W 104.8' 12· Pi-t' o 1.os:r 7 N 89'26'44· E 2.f.0' 5• Pi-t' 0 1.25:r ORAIN INSERTS 1'EA l----+---+--A_s_-B_u_,L_r _________ -+---+--+--,f----1 w CITE!G1Ni[NG ~~~~AD I SH5TS I NOTE!! ELECTRONIC OA TA RlES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OH VERllCAL SURVEY CONTRCX. c~/~~, s 2710 Loker A'¥enue West Civil Ena;iineering 5uite 100 Planning Carlsbod, Colifornio 92010 Processing 760-931-7700 Surveying F'o)(: 760-931-8680 www.odoyconsultants.com REV/SEO· FEBRUARY 2007 REV/SEO: JANUARY 2007 "AS-BUILT D[SIGN[D BY: A.J.V. DATE: OCTOBER 2006 - DRAWN BY: G.M. T.G. SCALE: ,· = 20· ✓~~~ PROJ[CT MGR.· T.0.C. JOB NO.: 05-1130 P.E. ~4573 EXP •. <./-30/2009 ENGINEER OF WORK: R&4 /.,_ ,4:,,.¥--DATE: ~¾?2 ANDREW J. VAN LOY~ RCE: •5473 INSPECTOR II ·r¥~, DATE ,1/9/4, DATE BENCHMARK DESCRIPTION: STANOARO STREET SURl/£Y MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENT£Rl/NE OF EL CAMINO REAL RECORD FROM: NOR TH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L. DATUM: NGVO 1929 1----+--+-----------------<---+----+---+-~--1 PRECI. GRAf){N(; flANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL Et-lGJNHR or WORK REVISION DESCRIPTION OTHER APPROVAL CITf APPROVAL OPUS POINT LOT 7 PE 330111 EXP: 06-30-05 DEPUTY CITY ENGINEER DWN Bl!':~-- CHKD ~Y: b4° RVWD ~Y: ,?flJ PROJECT NO. P.I.P. 06-15 l: \0511l0\0530NG03.dwg Liar 20, 2007 9: 17om Xrefl: 05XINGRD; 053001,1,\P; 0550PMAP; 0530PGRD; 0530HGRD; 0~ONUT\.;. 05JOHUT\.;. 98220GRD: 98220UT\.;. 9B2.2EGRD; 9822EU11.; 0530PIJ1L; 05Jc»,!O; 0530PGRD1: 0550Ht.R01 DRAWING NO. 448-!A 042909 070607 ' EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RALPH MILLER AT {760) 481-7945. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIAL$ SHALL BE STOCKPILED ON SIT£ AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT!ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT 8£ MOVED OR MODIFIED WITHOUT TH£ APPROVAL OF THE £NGIN£ERMG INSPECTOR. 4. TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO TH£ SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TH£ CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION$ OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£. 6. THE CONTRACTOR SHALL B£ RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE: IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER TH£ APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOP£ AT TH£ CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE: PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN TH£ FIVE: (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL 8£ BURLAP TYPE WITH 3/ 4 INCH MINIMUM AGGREGATE ff. SHOULD GERMINATION OF HYDROS££DED SLOPES FAIL TO PROVIDE EFF[CT/VE COVERAGE OF GRAD[D SLOPES (90% COVERAGE:) PRIOR TO NOVEMB£R 15, TH£ SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALL£D IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL P£RMAN£NT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAIN£D AS R£QU/R£D IN SfCTION 212 OF TH£ STANDARD SP[CIFICATIONS AND TH£ FOLLOWING: A. HYDROSITU/NG SHALL 8£ APPL/fD W: 1. ALL SLOP[$ THAT AR£ GRAD[D 6: 1 (HORIZONTAL TO VERTICAL) OR ST££P£R WHfN THfY ARE: a. THREE F£ET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOP£$ 4 F"EET OR MOR£ IN HFJGHT. 2. AREAS GRAD£D FLATTER THAN 6: I WHEN ANY OF TH£ FOLLOWING CONDITIONS EXIST: a. NOT SCH£DULfD FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS IJ,/D RECREATION DIR£CTOR AS HIGHLY VIS/BL£ TO THE PUBLIC. c. HAVE A.NY SPECIAL CONDITION IDENTIFIED BY TH£ CITY ENGINEER THAT WARRANT$ IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA T[D IN ACCORDANCE WITH TH[ FOLLOWING CRITERIA: C. D. f. 1. ALL SLOP£$ THAT ARE GRADED 6: 1 OR STEEPER AND THAT AR£: a. THREE TO EIGHT FEIT IN -H£/G-HT S-HALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOS[ BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER H£ADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 F"EET IN HEIGHT SHALL 8£ WATERED BY A CONV[NTION- AL SYSTEM OF LOW PRE Cl PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOP[D L[SS THAN 6: 1 SHALL BE !RR/GA TED AS APPROVED BY THE CITY £NG/N£ER. PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED $CHEM£ TO PROVIDE IRRIGATION TO TH£ CITY ENG/N[ER. TH£ PROPOSAL SHALL B£ SPECJFJC REGARDJNG THE NUMBERS, TYPES AND COSTS OF THf EL£M£NTS OF TH£ PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN TH£ MOISTURE LEVEL OF TH£ SOIL AT THE OPTIMUM LEVEL FOR TH[ GROWTH OF THE HYDROSE£DED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SfED MIX SHALL CONSIST OF NO LESS THAN: a. 2D lbs_ PER ACRE OF ROS£ CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE Of /\GHIL-LEA MILLEfOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. P£R ACRE OF DIMDRPHOL£CA g. ITEMS c,d,e, AND f OF THIS SUBS[CTION MAY BE OMITTED ON LOCATIONS WHERE TH£ AREA 8£/NG HYDRO$f£DfD /$ NOT VISIBLE FROM EITHER A PUBLIC STRfET OR R£SID£NTIAL STRUCTURES. h. /TfM a OF THIS SUBSECTION MUST 8£ INOCULATfD WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY OR/LUNG OR BROADCASTING 8£FOR£ HYDROS££DING. ,. ALL S££0 MATERIALS SHALL BE TRANSPORTED TO TH£ JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMfNT OF FOOD AND AGRICULTURE CERTJFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDfD TO THE HYDROSfED 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 TH£ SLOP[ BY MEGHAN/CALLY PUNCHING NO L£$$ THAN 50% OF TH£ STRAW INTO TH£ SOIL. .3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT TH£ RAT£ OF 500 lbs. PER ACR[. AREAS TO BE HYDROSffDED SHALL Bf PREPAR[D PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6: I OR FLATT[R THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING TH£ SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED $££D BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, L£ACH/NG OR COVERING SALINE SOILS TO PROV/OfD VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE: A VIGOROUS GROWTH UNTIL TH£ PROJfCT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE: HYDROSEEDING IS TH£ PERMANENT LANDSCAPING. UNTIL TH£ PROJECT IS COMPLETED AND ALL BONDS RELEASED. 50'M/N. 12" MIN. PRDFII £ 2• MINUS ROCK EXISTING GROUND _L JO'MIN. T ST££L SHAKER PLATES/RUMBLE RACKS PROVIDE APPROPRIATE: TRANS/TTON Bf7WEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF - WAY 20'M/N RADIUS PUBLIC RIGHT- OF" -WAY LTER F"ABRIC PUB C RIGHT-OF-WAY FENCE/BARRl[R TO RESTRICT TRAFFIC TO TH£ CONSTRUCTION fNTRANCE STABILIZED CONSTRUCTION EN1'RANCE PER CALIF. STORMWATER BMP DWG TC-1 1. SET POSTS AND EXCAVATE: A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG TH£ UN£ OF POSTS. ........-----_ -----~ /-----~ ~A J. ATTACH THE: FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO TH£ TRENCH. ro ~~~ ~-Tc - 2. STAPLE WIRE FENCING TD THE POSTS. 4. BACKFILL AND COMPACT TH£ EXCAVATf/J SOIL. SILT FENCE GRAVEL BAGS OVERLAP ONTO CURB RUNOFF" GAP 8£TWE£N BAGS ACTS AS SPILLWAY 3 FT (0. 9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 9 IN (23 CM) t EARTHEN RIDGE: UNLINED SW ALE & BERM BENCHMARK DESCRIPTION: STANDARD STREET Sl/Rl>f"Y MONl/MENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAO ON CENTERLINE or EL CAMINO REAL RECORD FROM: NORTH COl/NTY l>f"Rl/CAL CONTROL OATA R-1800 308+75 ELEVATION: 29725 M.S.L DATUM: NG'llJ 1929 12• MIN vf,. t-,% •/, t- t-t- flBER i, 4' ~f•:/. ROI.LS --:---... 1j,, "" -------VERTICAL SPACING ...____ VARIES BET/IEEN -------ti' TO 10' f/BER ROLL i' MIN. ;;;II J/4'xJ/4' woros STAKES MAX I' SPACING NOTE: INSTAil FIBER ROil ALONG A LEVEL CONTOUR SEE DETAIL ABOVE FIBER ROLI.. ~~l)fESS!o,i,. $ -..'II J. ~~~ ,!:) 'f ~ t, "' :,. -u NO. 64573 ~ 'cil EXP. o/30/07 f;; * * ~/: CIVIi.. fl,~~ t" OF CAl.l\\l AS-8//ILT DATE INITIAL DATE DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE I EA. UNLINED SWALE LIMITS OF CLEARING & GRADING 'l' SILT FENCE 500 LF ----<0>----0- FIBER ROLL 235 LF GRAVEL BAGS 300 EA. -c::x::x:x::x::- GRAVEL BAG CHECK DAM HYDRO SEED 4,350 SF REVISED: FEBRllARY 2001 REV/SEO· JANl/AR Y 2001 C~/~TS fl£StGttt:i3 ij'f: A.J. V. 1lAi[! OCRJBER 20!l6 DRAWN BY: G.M. T.G. SCALE: AS SHOWN PROJECT MGR.· T.0.C. JOB NO.: 05-1130 271 O tol<er A.venue West Civil Engineering ENGINEER or WORK: Suite 100 Planning Carlsbad, Callfomia 92010 Processing 760-931-7700 Surveying /4_.d_.,~ DATE:~~ fox; 760-931-8680 www.odayconsultants.com ANDREW J. VAN LDf -RCE: 6473 "AS BUil T" d <"'~ c::: .... ~ Jly'~~ RCE G4S73 EXP.-; 30/c009 7 DATE R~/~ .?/,M • INSPECTOR DATE I S?ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT EROSION CONlRO/. Pi.ANS FOR: OP{JS POINT LOT 7 APPROVED {).../.-J/ * DAVID A. HAUSER ~ e 7 PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER D TE OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: P.I.P. 06-15 448-!A I: \051130\0530NG04.dwg Mi:r 28, 2007 4: 26pm Xrefs 05.'iOOG 070607 o· s· 20' \ \\•. \ \ \ \ \ C \\ ::\ \ ~ -. ,~ -"l ,~ ·---·--~ __.7-··'(-'~:.::~ -f i ---w---\, .. l r. ! \ ~-·1\ ' _1 ~·t---. =~Jt= L ~-~ -~ _,,, ~~---w--i 1 \ ---t"""----·-···· --· .,,,__-, I _,/-' ~ ) ~ '~ ....._ l ---'II / -,...__ I ' I " ~ -~ -------10 SCALE: 1 " = 20' NOTE!! 40' 1/ (f)\ ·'1 ___,------------'' \:i y' i +-;--\ \ c9.✓~,s I RECTRONIC OA DI FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE /JSEO FOR HORfZONTAl OR VERTICAL S/JRVEY CONTRa. 2710 Loker Avenue West Civil Engineering Suite 10G Planning Carlsbad, California 92010 Proc~ssing 760-931-7700 Surveying Fox: 760-931-8580 www.odayconsultants.com DESIGNED BY: A. J. V. DATE: OCTOBER 2006 DRAWN BY: G.M,., T.G. SCALE: 1· = 20' PROJECT MGR.· T.0.C. JOB NO.: 05-1130 ENGINEER OF WORK: -/ £.-DATE: •✓ J -ANDREW J. VAN LOY/ RCE: '64~73 l -'E---·~ ~ ....... ,,,,,_, ~-·---oE---· ~~ --~ ~ -. --··-----1EP •4{/1--------~-41JJ-·--------" -!UL_____ ---'<C" I ~ '---w ---=----= ~ "AS-BUILT " c-e'.« J uz -;/~ P.£.~457.;' EXP. G~009 DATE ~ED B;/, .?/~1 ~v-/. ~ INSPECTOR ATE J.9.9 ELECTRICAL GRAVEL BAG CHECK OAMS 0 50' SPACING (2 BAGS HIGH TYP.) BENCHMARK DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTcRL/NE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+15 ELEVATION: 291.25 M.S.L. DATUM: NCVD 1929 HYO SE£ lJ SL '!'ES Tri'.) "0: I \c-~--111~ -,"' 11 -½------I 11 lk ~\ 11 11 ---i •!~ -+---¼---t 11 1, '-------r-------l,, \ ~ I ! l I !.~---... I : I ' . l~ l,=:±==±:~=l=:::j.,/J I 4/JI{}-------- AS-t,Ull T DAT[ INITIAL ENGINEER or WORK REVISION DESCRIPTION t:\0511.30\0530NC0S.dfl'g Mor 28. 2007 4:27pm I I I \ ' I , // I r v~ '-.. __ 1 --· --·--l -------·-___ 1-=-=-► -:::.::,;;;._, ----<:;;--==-,.,.= I ~-:=---=----,=~-=---~,;,~ -. I / r, .. .. . • ~ a • ·I .• ,1:. -.. '.!: . J 'i ""--. 'j, 1 r:1···: r . J I I I ~· ,,:-.:-, I ~-·-\: I, I I a~-·---·-. r~·' 'l t ~' ~5-:;>~ l~C~•~:., } 1· r· , l_, __ 1_ /1 . !-.---·;j/ i ,,, .-1,, .. , .• _,,/ . r---,.,/ I ~ -t:==--~~=· ----------- I S5TI CITY OF CARLSBAD ENGINEERING DEPARTMENT EROSION CON'!RCf. Pt.ANS FOR: OPUS POINT LOT 1 I SHSTS I APPROVEDv,,_/-;;z f'JL/o7 DAVID A. HAUSER PE 33081 EXP: 06-30-D8 DEPUTY CITY ENGINEER DAfE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ OTHER APPROVAL CITY APPROVAL RVWD BY: <>,./ P.I.P. 06-15 448-fA Xrefs: 0530N~D; 0530NUAP; 0530PUAP; 0531PGRD; 053CiiGRO; 05300Ull; 0530HU1l; 9B22DGRD; 9B22DUll; 9822£GRO; 9B22EUll; 0530NGTXl; 05.3(1'Ull; 0530NG; 05l~GR01; 053ll'GRD1 T I