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HomeMy WebLinkAboutDWG 449-2A; PIP 06-18; OPUS POINT LOT 10 & 11; 01-06GRADING NOTES I IN ADD I Ti ON TO THE REOU I REMENTS OF CHAPTER I 5. 16 OF THE CARLSBAD MUNICIPAL CODE. I I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREYIOUSLY 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 THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONO/TIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REV I SE THESE PLANS WHEN NON-CONFORMANCE IS O I SCOVEREO. 3. Cl TY APPROVAL OF PLANS DOES NOT REL !EVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONS/8/L I TY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 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 RATIN/J GU/OE. 5. UNLESS EXEMPTED BY SECTION 301. /b/5 OF THE UNIFORM BU/LO/NG CODE, RETAININ/J WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERM/ TS FROM THE BUILDING DEPARTMENT. 6. NO WJRK SHALL BE COM,tENCEO UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE Cl TY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE Cl TY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRAO/N/J 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 MAO£ TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTEO WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE Tl TLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl TY UPON BEING SIGNED BY THE Cl TY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT 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 SI TE AT ALL TIMES OUR/NG CONSTRUCTION. /2. WHERE TRENCHES ARE WI THIN Cl TY EASEMENTS, A SOILS REPORT COMPRISED OF.· /A/ SUMl1ARY SHEET, /BJ LABORATORY WORK SHEETS ANO /CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CAL /FORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL IEO SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMI TTEO TO THE Cl TY ENGINEER/NG INSPECTOR WI THIN lllO WORKING DAYS OF THE COMPLETION OF F/ELO TESTS. /3. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOM',/ENOATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BU/LO/NG PERM/ T. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE " EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST7GATION. DAILY FIELD COMPACT70N REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING 5HALL BE HF/0 AT THE SITE PRIOR TO THE BEGINNING OF m;>RK AND 5HAII BF ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK /760 438-3891/ AT LEAST FIVE 15/ WJRKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INS?ECTION REQUESTS OTHER THAN FOR PRECQNSTRUCTIQN MEETING WIJ I BE M'IOE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT /7601 438-3891 INSPECTION REQUESTS Ml/ST BE RECEIVED PRIOR TO 2,00 P.M ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK OAY UNLESS YOU REQUEST OTHERWISE. REQUESTS M'IOE AFTER 2,00 PM. WILL BE SCHEDULED FOR nw FULL WORK DAYS LATER. 16. THE OWNER ANO/OR APPL /CANT THROUGH 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 HEAL TH STANDARDS, LA/+5 ANO REGULATIONS. I 7. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMI TT/NG A DETAIL PLAN TO THE Cl TY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE M'IOE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABL /SHED BY THE CONSTRUCTION SAFETY ORDERS, Tl TLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERM! T MUST BE SUBMI TTEO TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERM/ T WELL IN ADVANCE OF THE SCHEOUL ING OF BLASTING OPERATIONS. I 9. IF ANY ARCHAEOLOGICAL RESOURCES ARE O I SCOVEREO WI TH IN ANY WJRK AREA OUR/NG CONSTRUCTION, OPERATIONS WILL CEASE /M,fEO/ATELY, ANO THE PERM/ TTEE WILL NOTIFY THE Cl TY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUO/NG WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7,00 A.M. ANO SUNSET EACH DAY, MONDAY lhrouqh FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. IA LIST OF CITY HOL !OAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ 2/. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE Ci TY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WI THIN THE AREA 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 PONO/NG OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE Cl TY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TR/WED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. OPUS POINT POR. LOT 10 & LOT PRECISE GRADING 11 & EROSION CONTROL PLANS P.I.P. 06-1B 27. ALL SLOPES SHALL BE IRRIGATED, STAB IL IZEO, PLANTED ANO/OR HYOROSEEOEO WITHIN TEN /10/ DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED 8 Y THE CI TY OF CARL SBAO LANO SCAPE MANUAL , THE LANOSCAP I NG PLANS FOR THIS PROJECT, DRAWING NO. , ANO/OR AS 0/RECTEO 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 LANDSCAPE ANO IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WI TH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO /5" PVC MAY BE UTILIZED PROV/OED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WI TH 3/4" ROCK PER SORSO S-4 TYPE ·c· ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL IO WALL PI PE. 3/. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WI THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER ANO/OR THE GEOTECHNICAL ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOVE GROUND ANO UNDER GROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WI TH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW/ AT LEAST 2 FULL WORKING OAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDGBE /800/422-4/33 /800/660-1343 /800/892-0/23 I 760/438-774I ( 760/434-2980 I 760/438-2122 PACIFIC BELL TIME WARNER CABLE CITY OF CARLSBAD /STREETS 8 STORM DRAIN/ CITY OF CARLSBAD /SEWER.WATER 8 RECLAIMED WATER/ 34. PERM/ T COMPLIANCE REQUIREMENTS, A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE m!RK IN PROGRESS {/5. /6. 120 A. 8} CARLSBAD MUNICIPAL 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 {15. /6.120 A. 10} CARLSBAD MUNICIPAL CODE.- /II FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRAD I NG IS COMPLETE. ALL EROS I ON CONTROL, SL OPE PLANT! NG ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WI TH Cl TY CODE ANO THE APPROVED PLANS /OBTAIN SAMPLE OF COMPLIANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT/. /2/ AS-BUILT GRADING PLAN. /3/ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOM,tENDEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE OVALi TY OF THE SOIL, ANO SUMl1ARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOM,tENOATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. /4/ REPORT WI TH AS-BUILT GEOLOGIC PLAN, IF REOUIREO BY THE Cl TY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE(!/ YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORTS Tl Tl[O UPDATE GEO TECHNICAL INVESTIGATION, CARLSBAD RACEWAY BUSINESS PARK, CT. 98-/0, CARLSBAD, CA. DATED AUGUST 11, 2004, ANO UPDATE GEOTECHNICAL REPORT, OPUS POINT AT THE RACEWAY, LOTS 5 THROUGH II /INCLUSIV[/ ANO LOTS 16 THROUGH THROUGH 25 (INCLUSIVE/ OAT[O NOVEMBER 10, 2005, PREPARED BY GEOCON, INCORPORATED ANO UPDATE LETTER OAT[O JANUARY /0, 2006 BY MTGL, INC. SHALL BE CONSIOEREO 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 THE OEAOL/NE DATE OF THE IMPROVEMENT AGREEMENT. 2 THE EXISTENCE ANO LOCAllON OF Ulll/TY STRUCTIJRES ANO FAC/l/llES SHOWN ON THE CONSTRUCllON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TTEN 170N IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UllLITY FAC/l/llES OR STRUCTIJRES NOT SHOWN OR IN A LOCA 170N DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS RcOUIREO TO TAKE OU£ PRECAUllONARY MEASURES TO PROTECT THE Ulll/llES SHOWN ON THE PLANS ANO ANY OTHcR cX/STING FAC/LllleS OR STRUCT/JReS NOT SHOWN, J THE CONTRACTOR SHALL VERIFY THE LOCA 170N OF ALL EXISTING FACll/llES (ABOVEGROUND ANO UNDERGROUND) !lfTHIN Tl-le PROJECT SITE sumCIENTl y AHEAD OF THE CONSTRUCllON TO PERMIT THE RE.VISIONS OF THE CONSTRUCllON PLANS IF IT IS FOUND THAT THE ACT/JAL LOCAllONS ARE IN CONFLICT IHTH THE PROPOSED WORK. 4. ALL H.O.P£ STORM DRAIN TO BE INSTALLED PeR HANCOR BACKFILL RECOMMeNOA TIONS FOR HJ-0 PIP£ PROJECT LOCATION THIS PROJECT IS LOCA TEO !lfTHIN ASSESSORS PARCcL NO. 221-881-04, 05 THE CAL/FORNIA COORDINATE INDEX OF THIS PROJECT IS N 1992 £ 6258. SOURCE Of TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PI..ANS WAS GENERA TEO BY AERIAL TOPOGRAPHIC SURVEY BY SAN-LO AERIAL SURVEYS ON JULY 8, 1991 EX/STING MASS GRADING SHOWN PER APPROVED CITY OF CARLSBAD OWG. NO. 409-IA. LEGAL DESCRIPTION PORllON OF LOT 10 & LOT II OF CARI.SBAO TRACT NO. 98-10, CARLSBAD RACcWA Y, IN THe CITY IY CARLSBAD, CO/JNTY OF SAN DIEGO, STATE OF CAL/FORNIA, ACCORDING TO MAP THEREIY NO. 150/J, F/LeD IN THE OFFICE OF THE COUNTY ReCORDER OF SAN DIEGO CO/JNTY, MAY J, 2005 AS FILE No. 2005-0311022 OF OFFICIAL RECORDS. REFERENCES CD HYDRO/.OGY ANO HYDRAUL/CS BY ODAY CONSULTANTS, INC. DA TEO JJL Y, 2006. (D STOR/IWATER MANAGEMENT PLAN BY ODAY CONSULTANTS, INC., DA TEO SEPTEMBER, 2006. Q) STORIIWATER PO/.LUllON PREVENllON PLAN BY ODAY CONSULTANTS, INC. DA TEO NOVEMBER, 2006. (D GEOTECHNICAL REPORT BY GEOCON, INC. DA TEO NOVEMBER 2005. REFERENCE PLANS CITY OF CARLSBAD DRAWING NO.s 409-f. 409-IA CITY or OCEANSIDE HIGHWAi< PACIFIC OCEAN CITY Of ENCINITAS VICINITY MAP NO SCALE: EARTHWORK QUANTITIES CUT.-__ 2~0,_2,_00_C/J._._YD~S. FILL: I, 600 CU. YDS. EXPORT.· 18,600 CU. YDS. REMEDIAL: -0- : NOTES.· I. THESE 0/JANllTIES ARE FOR BONO/NG PURPOSES ONLY. ANO ASSUME NO SHRJNKAGr:. CONTRACTOR TO VERIFY TO HIS SA llSFACllON. SITE 2 CONTRACTOR SHALL SUBMIT ANO RECEIVE APPROVAL FRO/I CITY FOR HAUL ROUTES PRIOR TO HAUL/NG DIRT OR CONSTRUCllON MA TERI AL S TO OR FROM THE SI TE. BENCHMARK: SOILS ENGINEER'S CERTIFICATE 1,=-=:c~l,l_>.~f10 t, • \11.U~~ A REIJISTERED CIVIL ENGINEER IN THE STATE OF CAL/FORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL McCHAN!CS, HEREBY CcRllFY THAT A SAMPUNG ANO STUOY OF THE SOI{ CONO!llONS PREVA{ENT !lfTHIN THIS SITE WAS MADE BY GEOCON INCORPORA TEO BETWEEN THE DA TES OF FEBRUARY 2005 ANO NOVEMBER 2005. I HA VE REVIEHEO THE SOILS REPORT ANO AGREE /lfTH THE CONaUSIONS ANO RECOMMENDAllONS PER MY LETTER OATEO JANUARY 10, 2006. Tiff) COPIES OF THE SOILS REPORT COMP/LEO FROM THIS STUDY, llfTH RECOMMENDATIONS, ANO ~ MY_L ..... _:4S BEEN SUBMITTED TO THE tN/CE t_.THe CIIY f:!6!NW1,_ '- i' <:~ SIGNED: \-•• -(J -~ - . 'ti/\ R.C£ NO.· r;,z.\"7 ;. ,,-, . '. ··-----'--'-==..,_ ______ _ ,.:, 5711' ~; \,\''? ,11;/r;t Jr! DAT£· ~,. i, ft,}-~~~~/ l/CENSE EXPIRATION DATE: '-'-:.__, r \ ,.V!,1// ~"'--.·:::.. ,._;a .J DECLARATION Of RESPONSIBLE CHARGE I HEREBY OEaARE THAT I All THE ENGINEER OF f'tVRK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON Tl-le PROJECT AS OEFINeO IN SECllON 6103 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT IHTH CURRENT STANOAROS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPEC/F/CAllONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT OeSIGN. 0 VA Y CONSUL TAN TS, INC. 2110 LOKER AITTv'UE llf"ST, SUITE 100 CARLSBAD, CAL/FORN/A 92010 (160) 93I~ ~ id/ TIMOTHY o.cARROl[, JR. R. C.£ NO. 55381 eXP. 12/31/08 OWNER'S CERTIFICATE I (WE) HERcBY CERTIFY THAT A REGISTERED SOILS ENG/NccR OR GEOLOGIST HAS BEEN OR Will BE RETAINED TO SUPE/iV/SE OVER-ALL G/iJW!NG ACllVITY ANO AO~";!J'E COMPACTION ANO ST.4BIL/TY OF THIS SITE.. /--,.>---w.J PAUL MARSHALL, OMSIONAL PRESIDENT OAT£ OWN£R/OEV£LOP£R ' OPUS HEST CORP. 4350 LA JOI.LA VILLAGE OR/VE, SUITE 110 SAN DIEGO, CA 92121 PHONE.· (858) 546-4100 DEVELOPER OPUS HEST CORP. 4350 LA JOL(A VILLAGE OR/VE, SUITE 110 SAN DIEGO, CA 92121 PHONE· (858) 546-4100 CIVIL £NG. '/NEERL!.ANO SURVEYOR ' . TS, INC VE WEST, SU/IE 100 ODAY CONSUL TAN 2110 LOKER A VEM CARLSBAD, CA. 92 (160) 931-1100 010 ,,, , . ·rr ' A 5-EJ/Jtlr c)fESS I C~/~~T DESIGNED BY: H.R. DATE: DEC. 2006 ,-..; 1, &) --. 2 <:> fT\ w ,,, °' NO. 55381 "> * EXP. 12/31/00 * J'°'11: CIVIi. '&-*'<- (" OF CA\..l~<:J s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying fax: 760-931-8680 www.odayconsultonts.com DRAWN BY: T.G. G.M. SCALE: AS SHO\\W PROJECT MGR.· T.O.C. JOB NO.: 05-1130 ENGINEER or WORK: ~(")__J/ DATE: y/ 2tb7 TIMOll-lY 0. CARROLL, JR. RCE: 55381 DESCRIPTION: STANDARD STR[[T SURVEY MONUMENT LOCATION: APPROX 1400 FeET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERllCAL CONTROL DATA R-1800 308+16 ELEVATION: 29125 M.S.L. OAnJl.4: NGVO 1929 DATE INITIAL ENGINEER or WORK l:\051130\05JOSC01.dwg Mor 29, 2007 8:55am Xrefs: 0530\'ie; OS30AN; 0530SG REVISION DESCRIPTION WORK Ti 8£ DON£ THE GRADING 'RK SHALL CONSIST OF THE CONSTRUCTION OF All CUTS ANO F/IIS, REMEDIAL GRADING, DRAINAGE FAC 17£5, EROSION CONTROi. FAC/LlllES, ANO PI..ANllNG OF PERMANENT LANDSCAPING ANO PREPARATIONiAS-BUILT GRADING PLANS, AS-BUILT GEO/.OGJC MAPS ANO REPORTS, ALL AS SHOWN OR RB}l)/REO ON rs SET OF PLANS ANO THE CITY STANOAROS, SPECIF/CA llONS, RE(){J/REMENTS, RESO/.UllONS ANO ORO/NAN S Cl TEO ON THESE PLANS. THE GRADING 'K SHAU BE PERFORMED IN ACCORDANCE 1/fTH THE FOi.LOWiNG DOCUMENTS, WRRENT AT THE TIME OF APPROVAL OR AS DIRECTED BY THE CITY ENGINEER.· ' I. CARLSBAD flUNICIPAL COO£ 2 STANDARD$ FOR DESIGN & CONSTRUCllON OF PUBLIC f'tVRKS IMPROVEMENTS IN THE CITY OF CARLSBAD. J THIS SET OF PI..ANS. 4. RESOLUllON NOs. 5024 THRO/JGH 5030 DATED OCTOBER 11, 2001 ANO PIP No. 06-18 OAIEO NOVEMBER 16, 2006. 5. THE STANOARO SPECIF/CATIONS FOR PUBI.JC IKJRKS CONSTRIJCllON (GREEN BOOK). 6. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON INCORPORATED. DATED NOVEMBER 2005 ANO UPDATES 1 THE SAN 0/EGO REGIONAL STANDARD ORA IHNGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS OA/EO OCTOBER 11, 2001, RES. NO 5031 9. STORMWATER PO/.LUTION PREVENllON PI..AN (SIIPPP) BY ODAY CONSULTANTS DATED NOVEMBER 2006. W!O NO. 9J1C345889. 10. STORMWATER MANAGEMENT PIAN (SWMP) PRcPAREO BY 0Zl4Y CONSULTANTS OATEO NOVEMBER, 2006. II. THE CALIF&NIA STORM WATER (){JAL/TY ASSOC/AllON (CAS(){JA}. STORM WA/ER BEST MANAGEMENT PRACllCE, CONSTRIJCllON HANDBOOK ANO STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CONSTRIJCTION 9TE BEST MANAGEMDvT PRACllCES (BMP) MANUAL. LEGEND DESCRIPTION NOTE: OIJANTITIES ARE FOR BONO/NG PURPOSES ONLY. ACTUAi (//JANllllES MAY VARY. STO. OWG. SYMBOL QUANTITY (SORSO UNLESS NOTEO) SUBDIVISION BCVNOARY. LOT l/NE . . .••..•.••..••..•••••.•••.• A.C. PAVEMENT •.••.•...•• JJETAIL S/fl Z .•••.. P.C.C. PAVEMENT ••••••••••• .DETAIL SHT. 2 •••••• P.C.C. 6' CURB •••••••••••••••.• G-1 •••••• P.C.C. 6' CURO & GUTTER. • • • • • • • • • .G-2. • •••• REDWOOD HEAor:R. • •••••••••••••••••••••• P.C.C. SWALE. • • • • • • • • • • • .DETAIL SHT. 2 •••••• P.CC. PAllOS (SEE ARCHITECTURAL PIANS}. • ..••..•.• A.G. BERM •••..••.•..••..•••••.••••••.• EX/SllNG CONTOIJR .••.••••••.••••••••••••• PROPOSED CONTOIJR ••.•••••..••..••••••..• DA 'rl.lGHT LINE. • ••••.••••••••••••••••.•• CUT/ FILL l/NE. ..•••••••.•••••••.•••••• EX/SllNG SLOPES ••.••••••••••••.••••.•.•. CUT OR F/LL SLOPE LINES. • •••••••••••••••••• EX!SllNG SPOT ELEVATION. • •••.•••••••••••••• EX/SllNG FlOl/f.!NE ELEVAllON ••.••..•••.••..••. FlOl/f.lNE ELEVA llON. • ••••••••••••••••••.•• TOP OF CURB ELEVA 170N •••.•••••••••••••••••• FINISH SURFACE llEVAllONS •••..••.•••••••••••• FINISH GRADE SPOT ELEVATIONS ••...•••••..••..•• ------- ~ ,.-·--···-····~--420- ----420-t--_._ -_,,_ - -//_.£__//- -----, -L, ----,. A =.,J, ~~~~-·~-~..£ \ .• , __ ~ ~'.raix. , fQePl__, ~ 120.00 fl 120.00 re ~ 420.0 6' HOPE STORM DRAIN. . . • • • • . . • • • • . . • • . . • • . . ----W--- 8' HOPE STORM DRAIN. • • . . . • • • • • • . • • • . • • . . • • ---5{}-- 12" HOPE STORM DRAIN. • • . • . . • • • • . • • • • . • • • . ----W-- 15• HOPe STORM DRAIN. . . • • . • • • • • • • • • • • • • • • ---5{}-- /8" HOPE STORM DRAIN. 24' HOPE STORM DRAIN. TYPE 'EJ' WRB INLET W/INSERT'. ••••••• .0-2. . ••.• !8"x 18" CATCH BASIN ••••••••••••••••••••••• 18"x 18" CATCH BASJN INl,E[ W/TRAfflC. GR~TE.&. INSERT' ••• 18'x 18" aEANOIJT •. : : : _" ." _-_-." ." _" _-." _-_-_' •••.••• JO'x 30• aeANOIJT. • ••••••••.•••••••••.•• --.. · 36 x 36 CA TClf BASIN INLET. . ••• · ••.•••••••••• J6'x 36' aEANOIJT. • •..•••••.••..••••..•• 48"x 48'CATCHBASININLET •••••••••••••••••• RIP-RAP SPLASH PAO •.••••.. .DETAIL SHT. 2 ••.••• BROW DITCH. . . • • • . • • . . • • .0-15, TYPE '8'•! .... VEGETA TEO SWALc. .••..••..••.....•.•..•• HEADWALL •. , • . . • • . . • • . . • • . . .0-JO. . ••.. RETAINING WALL (SEPARATE PERMIT REOIJIRED) ••..••..• ---5{}-- --5{}-- @1:::::7 181 181 □ @.) 181 @.) 181 4' ~~~ 19,600 SF 2,335 SF J, 100 LF 460 LF 255 LF 645 LF J,080 SF 255 LF 42 LF 435 LF 80 LF 10 LF 305 LF 110 LF I EA 2 EA 3 EA 3 EA I EA I EA I EA l EA l EA 350 LF 685 LF I EA 1,050 SF 'CATCH BASIN INSERTS SHAii BE GRATE INLET Sl(/MMER BOX MTH Oil 800/I BY SVNTREE IECHNO/.OC/ES OR APPROVED EOIJAL. "AS MOO/F/£0 BY CITY OF CARLSBAD STANDARDS CONSTRUCTION PRIORITY: HIGH P~~DEPARTMENT APPROVAL "AS BUILT" , . -C)d_ ~1ft:. DATE:S°/Z/ /07 . ft -(SIGNED) -........... DON NEU, PLANNING DIRECTOR RCE 51,~B/ EXP. L2f3.1lo DATE ~~<?<•1 l DATE:S /zt /o'! RE,WED BY: /J / GNED) ' ,.. 1::>AM. Ll~'=.W t.r-,,1/Ji.i 1 r_ ~&,· I C REC0!,!MENDED BY: ' ~-, I •, JI j .. (PRINT NAME) l~SPECTOR • DATE I SH,ET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT PRECISE GRAO/N() ANO EROS/CW IXWTROL PlANS FIR: OP/JS POINT POR. LOT 10 ct LOT I I ·- APPROVED () j . .JI s/ziL07 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:~ P.I.P. 06-18 449-2A OTHER APPROVAL CITY APPROVAL RVWO BY: 405 400 [HQ] I 2 J ---•·· --------····· -···-----····· -----------· .......... -.. .......... , .... ·····•-· ... . -----· ----- ······-__ ..,._ ........ -_~= ........ -----=~r '~' -c. I ---........ PROFILE -E'f. Y CURB SCALE: HOR/Z. ~ I • = 20' VERT. ~ 1• = 4' 415 410 REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BIO FllTRA TION TC-30 VEGETATED PVT • 3~4 AS NEEDED SWALE FLOW THROUGH TC-52 ORA/N PVT • 3~4 PER SEPARATOR INSERT MANUFACTURER STORM DRAIN S0-13 STORM PVT • 3 ~ 4 AS NEEOEO INLET STENCILING ORAIN SIGNAGE • PER AGREEMENT APPROVEO BY TH£ CITY PR-01-__ EASEMENTS OF RECORD EASEMENTS PER TITZE INSURANCE POLICY BY CHICAGO TITZE INSURANCE COMPANY No. 603010423-U/3 &-603010424-U/3 OATEO AUGUST 9, 2006 PURPOSE OWNER PR/VA TE ORA/NACE /OT 10 SIGHT 0/STANCE CORRIDOR Cl TY Of CARLSBAD ·ACCESS RIGHT RELINQUISHED CITY Of CARLSBAD DOCUMENT REC. DATE MAP No. 150/J 05-0J-2005 MAP No. 150/J 05-0J-2005 MAP No. 150/J 05-03-2005 271 O Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultonts.com DISPOSITION QUITCLAIM & REPLACE REMAIN REMAIN Civil Engineering Planning Processing Surveying .,.,-fTel'rm~ 1.-il ~ ct\. c\J ~ ? ~\ .,,o I, ' 2' MAP No, 14881 KEY AIAP SCALE: 1" = 100' I' 7 CURB .,-1~-- FINISH SVRFACE DETAIL -CURB OPENING NOT TO SCALE • 3• I 550-C-3250 CONCRETE __.... DETAIL "" P.C.C. SWALE NOT TO SCALE "AS-BUILT " DESIGNED BY: H.R. DATE: DEC. 2006 DRAWN BY: T.G. G.M. SCALE: AS SHOWN ~ c~ PROJECT MGR.· T.0.C. JOB NO.: 05-1130 / / 1----------------l P.E. 55.?;g_/ EXP,__JJJ /~1//U DATE ENGINEER OF WORK: :;:--C; DATE: 'i't?/47 TIMOTHY 0. CARROLL, JR. RCE: 55381 o· 25' 100· 50 SCALE: 1" = 100' \ \ \ SHEET INDEX SHEET NO. DESCRIPTION I NOTES & VICINITY MAP 2 KEY M4P, TYPICAL SECTIONS, &-DETAILS J-4 GRADING PLAN 5 EROSION CONTROL NOTES 6 EROSION CONTROL PLAN TOP Of SPILLWAY CURB 6' FLOW LIN£ CONCRETE SPILL WA Y NOT TO SCALE 4' X 4' No.2 BACKING RIP-RAP, T=I.O' TO 8£ USEO WHERE SLOPE FROM CURB OPENING TO fl OF SWALE >10% ANO WHERE SHOWN BENCHMARK: EXIST L/ONSHEAD AVE DESCRIPTION: STANDARD STREET SUR'IF:Y MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAMINO REAL . 7 OATE 200' J6.5' _11' MIN. SECllON 11-A' NOT TO SCALE -,c_. AS 81/llT IWff!AL !O' 1.5' 6:5' 2 2' OVERHANG----1 (l'ITH /8' PARKING} 12' 26' (j_ -o. 5' (TYP.) 26' EXIST. 6' P.C.C. CURB & GUTTE, R/W \i~'/.- i:I .. ,, ¾,-f' EXIST. 4' P.C.C. SIDEWALK EXIST. A.C. PV/,fT. OVER AGGREGATE BASE PER 0/IG. 409-1 EX!SllNG L/ONSHEAD A~ PUBLIC PARKING 15'-18' (TYP.) NO SCALE S££ om;. m-1 VARIES 55'-6/' DRIVEWAY 24' TYP. r PARKING 15'-18' (TYP.) 2' OVERHANG (l'ITH /8' PARKING} 6" TYPE 'G-1' 7[--0.5' (TYP.) CURB ""'----6•" TYPE 'G-1' CURB ----PAVEMENT ANO BASE AS RECOMMENDED BY SOILS ENGINEER. TYPICAL PR/VA TE DRl~WA Y PARKING NOT TO SCALE OR/VE A/st.£ _.1.----1" A.C. OVER 4' aASS 2 BASE HEAVY TRAFFIC AID: 4• A.C. OVER 125" QASS 2 BASE MODERATE IRAFflC AREA: 4• A.C. OVER 6.5' QASS 2 BAS£ 'NOTE: flNAl PAVEMENT RECOMMENOATJON SHALL BE SPECIFIED IN THE SOILS REPORT BASED UPON SITE '/( VALUES: TYPICAL PARKING SECllON NOT TO SCALE LOT 9 TYPE I RETAINING WALL PER SAN DIEGO CHAPTER !CBO (CHAPTER POI.ICY 222} TO 8£ CONSTRUCTED UNDER SEPARATE PERMIT VEGETATED SWALE MODIFIED SORSO 0-15 TlPE '!J' ORA/NACE DITCH OATE INITIAL OATE 6" CURB SECllON '8-8' NOT TO SCALE INITIAL NOTE!! ElECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SURVEY CONTROL I SiET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT CRAOIN<l Pl.ANS FOR: OPUS POINT PON. LOT 10 &-LOT 11 APPROVED {!l,/,_# PE 33081 DAVID A. HAUSER JT/1. ~-ff2- EXP: 06-30-08 DEPUTY CITY ENGINEER DA E DWN BY: PROJECT NO. DRAWING NO. RECORD FROM: NORTH COUNTY 'IF:RTTCAL CONTROL DATA R-1800 J08+16 ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: GvP P.I.P. 06-18 RVWD BY: c:,L-./ 449-2A ELEVATION: 291.25 M.S.L DATUM: NC',V 1929 l:\051130\05JOSG02,d~ Mar 29, 2007 11:23am Xrefs: 97J5ASTR; 9735AUll; 9822JU'll; 0530SG; 0530RGRD; 0530RGRD1; D5JORMAP; 0530RUll; O~lU; 05JOSGRD; 05JOSGRD1; 0530SMAP; 05JOSU"ll;. D530SU1l1; 0530SPRO; 0530SQ.Y ,062807' · 0\ \; \ \(0 I -3 ·~-------- 411.1 TC lf/10 FL R£0WOOO H£AO£// J' AC 8£Rl,I \ ! ' \ fJ.76'~a• HOP£ (I 56.2.~==::L--_'lLJ.:!~ l/£C!PI/OCAL ACC£SS ;;;;_11r---t~f===i=::::::tt P£R OOC. 200t!rOIZ4406 R£C. 0:J//0/2008 t - ,. r'--~-';---'--'1:'ILJ;i -F----J :,_,· PARCEL ADJ 06-21 26. oo·~a· HOP£ 8£6/N ST. ORA/N, PLV -104.4/ Fl A , L__-----t-~ ' I ' I I '-<l -{ \ \ L ___ 7,7 /- \ \ f - \ -- I I ~ ~ PROPosfcr2~ --- /RI/IC. S£RVIC£ S££ owe. 44g-2 ~ • "'-+--71 1 f5' W/0£ STOR/,1 ORAIN £S!,IT. P£// MAP No. 150/J TO 8£ OUITCLAIM£0 J' R£PLAC£0. PARC£Vi'~ A vfi6-21 ::. 5.28 AC. S. W.M.P. TABLE 0£SCRIPTION QUANTITY V£C£TAT£0 SWAL£ lg5 IF DRAIN INS£RT I £A DRAIN INL£T ST£NC!UNC 4 £A ,~~~ft?., DESIGNED BY: H.R. DATE: DEC. 2006 DRAWN BY: T.G. G.M. SCALE: 1" = 201 PROJECT MGR.· T.0.C. JOB NO.: 05-1130 2710 Loker Avenue West Civil Engineering ENGINEER or WORK: Suite 100 Planning Carlsbad, California 92010 Processing ~civ DATE: t,yqb] 760-931-7700 Surveying Fax: 760-931-8680 www.odoyconsultonts.com TIMOlHY 0. CARROLL, JR. RCE: 55381 INTERIOR LUNCH ARtA 525 Sf. BUILDING 11 SLOPED FLOOR SEE SHEET No. 4 ,, AS-BUILT ,, ~Cr/ W,!t!tJ? ,a/.~1 J,.) I P.E.5S3~1 EXP. DATE I Rt:.i Ba. ~ 3./11 Iott li:iSPECTOR • DATE \ \ \ \ \ ------------,--t-- ' I I I j~s•~~ < f'VC@ /. 77% = ·;1 .. --iiis.-9------·::_:1i- 1-/i1-P -----_E.. -------.. 46 I 40' \'!;.;:. ar":1•···n··· ~~~~~~~¥~~~f;J"•· :1I~it-'-- . ------- ' p; \ I \ BENCHMARK: DESCRIPTION: STANDARD STREET SU/fVEY 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-1800 308+76 ELEVATION: 291.25 M.S.L. DAlllM: NGVD 1929 .... ~., ~-" '(t, .0 --------; ' ~ ;.,;-·" · ,. ti•;t!t1r ·.·:····· ~:.·. y ,~!'.,, . ·l,l' . ,i.· (1.»; -. ij<?,~;Y ,.· ... •·~:j. l~1i•: ~~ ..... '_ fl f ~,·~t fLfC. . --•--.. ,~------~-- ---lV1 LIS---------- ----~---~ ------... ------···--~ --~ .... DJ £;:____ -------------.~ .... .. ----------·, ·-,....- ··,-:i~:--.. -------. 1;-.,-i .... ----·-... ,_.) _,...,.,.--) ..._ ________ ,.,. .... " ,~ ~-/ --------·-·,_ '· ,--·;:r< ····--·-~-------------------- NOTE!! RECTRONIC DATA RLES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR 'rf.l?llCAL SURVEY CONTRa ~j ,r__ A5-81lllT I SHJT I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT G1?AOING Pt.ANS FOR: OPIJS POINT POR. LOT 10 &-LOT 11 APPROVED f)J ;(I{._ I ~--DAVID A. HAUSER 5,_t.*o-, PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER 1 DAE DWN BY: PROJECT NO. DRAWING NO. DATE INITlAL DATE INITIAL DATE INITIAL CHKD BY: GVP P.I.P. 06-18 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~ 449-2A l:\051130\0530SG03.0\l!G I.lo, 29, 2007 11:23an Xrefs: 9735AGRD; 9735ASlR; 973!1AUTI..; 0S30SG; 0SJOOGRD; 05JOOGRDI; 0530RMAP; 0SJORUTl; 0S30RUTLI; 0530SGRO; 05JOSGR01; 0SJOSMAP; 0S30SUTL; 0S30SU1l1; 0530STP T£MPORARY SLOP£ --fTip:::::;~~ (IF PIP 06-17 NOT CONSTR/JCT£0 CONCURR£NTlY} OFFSIT~ IMPROV£1,f£N!,.!,rt=:=7""f-+1J;jkfi3>1'f;;cJt 26.oo·~a· HOP£ ., 2,1.&:11--jFJ==~,.l-l!tf 8£GIN ST. ORAIN. PLUG ,t05.02 Fl BCGIN ST. ORAIN, PLUG I00.5J Fl 15' W/0£ PRIVATC l----sromr ORAiN £ASEMENT PER OOC. 2006-0124405 RCC. 03/10/2008 ' I I/ 1.1.v r (, I I::: PARf '8 1 ~ ,t/Jj 06-21 5.28 AC. 15' WIO£ STORM DRAIN £ASCMENT PER MAP No. 150 I J TO 8£ VACA !CO 15' 70C PVT. ORA 'AGC ES/IT. & ACCI: 5 S ES MT. PCR OOC. 2006 -0124408 NCC. 03/10/2008 /i. I I S££ SH££T No. 3 BUILDING 11 SLOPED FLOOR RCCIPROCAL ACCCSS CS/IT. PCR 00Cl008-0IZ__4408 REC. 0:J/I0/2008 _;\\/ _____ \......._, - S.W.M.P. TABLE 0£SCRIPT!ON QUANTITY VCGETATEO SWALE 190 lF DRAIN INSERT ORAIN INLET STCNCll/NG 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 www.odoyconsultonts.com Civil Engineering Planning Pr0<:essing Surveying ,I £A ,, £A DESIGNED BY: H.R. ~~-- DRAWN BY: T.G. G.M. PROJECT MGR.· T.0.C. ENGINEER Of WORK: TIMOTHY 0. CARROLL, JR. DATE: DEC. 2006 SCALE: 1" = 20' JOB NO.: 05-1130 RCE: 55381 ,, AS-BUILT ~C✓ P.E.S.S-36( EXP tafz,,Ja . ' ,, ?-htt/ct> DATE 3/11/tJ.'1 olTE RECIPROCAL ACCESS £SM!. -IP:-µ_ PER OOC. 200{)-0tl4408 REC. O:J/10/2008 ta·x ta· c.o. 4If:2J #HS TG 405.45 Fl IN 405. JS n our ,a·x ,a· CATCH BASIN If/ INLET FILTER ,/tf.27 TG 406. 00 Fl OUT I:::: I/ .J7 FS. ' N89'JJ',f5'£ /006.J9' LOl 5 1WAP !Vo" i4B3i BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO R£AL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+76 I ,., . \ TC-- DATE INITIAL ELEVATION: 29725 M.SL. DA nJM: NGVO 1929 CNGINEER OF WORK A5-8Ull.T DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ; ACCESS ES/IT. PER OOC l:008-012440lJ RCC. O3/l'C>/ZOOd NOTE!! 20' 10° 40' El.ECll?ONIC OATA RlES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SVRVEY CONTRa I SH:,ET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: OPIJS POINT POR. LOT 10 &-LOT 11 APPROVED OJ & j. _ 0AVID A. HAUSER r :___Zt 7 PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER ' DAE OWN BY: PROJECT NO. DRAWING NO. CHKD BY, C:tfjj RVWD BY: P.I.P. 06-18 449-2A 1:\0511l0\05JOSG04.0WG Mor 29, 2007 2:16pm )(refs 9735AGRO; 9735ASTR; 97J5AU1l. 05JOSG; 05JORGRD; 05JORGRD1; 05JORMAP; 0530Run.; 05J0RU1l1; 0530SGRD; 0530SGR01; 0530SMAP; 0530SUTI.; 0530SUll1; 9822EMAP . 062807 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RALPH MILLER AT (949) 622-0950. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 8£ MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. 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 TH[ SATISFACTION OF TH[ 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 8£ INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TH[ 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 (40%). SILT AND OTHER DEBRIS SHALL 8£ 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 35.023 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 8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS 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. B. HYDROSEEDED AREAS SHALL BE IRRIGATED 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 /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOS[ BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS 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 /RR/GA TION 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. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA 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 8£ 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 /NOC ULA TED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. ,. ALL SEED MATERIALS SHALL BE 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 RA TE 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 MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE 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 SUFFICJENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG 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 SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING JS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PUBLIC RJGHT- OF -WAY 50'M/N. 12' MIN. PRORLE FILTER FABRIC 2" MINUS ROCK EXISTING GROUND ___L 30'M/N. T STEEL SHAKER PLATES/RUMBLE RACKS PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND 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. SU POSTS AND [XCAVAT[ A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE W/Rt FTNC!NG TO THE POSTS. 4 IN (10 CM) 4. BACKFILL ANO COMPACT THE EXCAVATED SOIL SILT FENCE DESIGNED BY: H.R. DRAWN BY: T.G. G.M. c~/~f!:l, PROJECT MGR.· T.O.C. s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, Californi1J 92010 Processing VC-4/ 760-9J 1-7700 Surveying Fax: 760-9J1-8680 www.odoyconsultants.com TIMOTHY 0. CARROLL, JR. GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY J FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 9 IN (23 CM) t EARTHEN RIDGE UNLINED SWALE & BERM DATE: DEC. 2006 SCALE: AS SHO~ JOB NO.: 05-1130 DATE:t,</~~ 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+76 ELEVATION: 297.25 M.S.L. DATUM: NGVD 1929 .......__ VERTICAL SPACING VARIES BETWEEN 8' TO 70' .......__ t, t, t, FIBER 't, , ~,:J._ ROI.LS ~ 4 t, t, .......__ " FIBER ROLL 4' MIN. ,,,. ···?' ~ h';c.,.c.t' ;,r ,,>;;ef: ,:::f'"-1/:.,, ;;,,--,,,;::.-,.., NOT£' INSTALL FIBER ROLL Al ONG A LEVEL CONTOUR SEE DETAIL ABOVE FIBER ROLL ,, /2,t.;,'n; I ?'t: -,45-81/ILT . DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION I: \051130\0SJOSGOS.DWG Mar 29, 2007 2: 18pm Xrefs: 0530SG DATE DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE 1 EA. UNLINED SWALE ➔ ➔ LIMITS OF CLEARING & GRADING SILT FENCE 330 LF ----<0>-----<0- FIBER ROLL 1,400 LF GRAVEL BAGS 1.000 EA. GRAVEL BAG CHECK DAM HYDROSEED INITIAL DATE INITIAL 4,750 SF '' AS-BUILT '' ~C-/ P.f. ~~1 £xpJrf.=3,Jo DATE INSP[CTOR NOTE!! £L£CTRCWIC DATA RlES ARE FOR REFERENCE ONl Y AND ARE NOT TO 8E USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROl I SHSET I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT EROSION CONTROl PL4NS FOR: OPUS POINT PON. LOT 10 c:t LOT 11 APPROVED v~ QJ,i6J7 .. DAVID A. HAUSER PE 33081 EXP: 06-30-08 DEPUTY CITY ENGINEER DAfE DWN BY: PROJECT NO, DRAWING NO. OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: P.I.P. 06-18 449-2A . 062801 NOTE!/ ELECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE (JSEIJ FOR HORIZONTAL OR VERllCAL SIJRVEY CONTROL. 2710 Loker Avenue West Suite 100 Coflsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultants.com Civil Engineering Plonning Processing Surveying \ I I J I / • /' ' I / r J __ 1: IZI =---.N DESIGNED BY: ~H=.R~·-- DRAWN BY; T.G., G,M, PROJECT MGR,• T.O.C. ENGINEER OF WORK: TIMOTHY 0. CARROLL. JR. I l!l . l!l ! r . '. l!l 'I ii ; ' I 1 t/ ' /' I I . J I . -I • ' I I I ! \ I I . ' 11ZJ i I 1 \ I = I I ' . ' I ·~ I /)' \ I I ; ~ DATE: DEC. 2006 SCALE: 1 • = 40' JOB NO.: 05-1130 i ' ,1 ~ DATE:'@/47 RCE: 55381 1 I I • I I ! "AS-BUILT ~Cd P.E.5.$.,3(l/ EXP. 12./3~,fD w-,- ~-"'(""------.----- ,, BENCHMARK: ;,./4icf DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR DATE AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL 3/,,/oq RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+16 ' DATE ELEVATION: 291.25 M.SL. DA TUM: NGVD 1929 .. \ic \'. \ . \ . •, 47 I ' . j I I o· 10· 40• 5 20 80' SCALE: 1" = 40' 1----+--,-r;,-+-A.-s-_B_u_1LT---------t---t----+---+---1 J sH6EET I CITY OF CARLSBAD I sH6EETs I ENGINEERING DEPARTMENT ::=='--=========::::::'.':::=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EROSION CONTRa Pt.ANS FOR: OPUS POINT POR. LOT 10 &-LOT 11 ~ .,__ OAVIO A. HAUSER S. • "f APPROVED /J / ~ * PE 33081 EXP: 06-3~8 DEPUTY CITY ENGINEER DA E OWN BY:~-=- CHKO BY: t'.i~~ RVWO BY: L~--;;z_ PROJECT NO. P.I.P. 06-18 DRAWING NO. 449-2A t\051130\0530SGM.dwg Mor 29, 2007 11:26am )(re~ 9735>.STR; 9735AGRO: 982.23STR; 0530R<JRD; 0530R';,RD1; 05JORMAP; 05.JORUU; 0530RUTI.1; 0~ O~lOSGRD1; 05JOSMAP: 0530SUll; 05JOStrn.1: 05305G; 0530STP • -062807