Loading...
HomeMy WebLinkAboutDWG 427-9A; MS 03-09; CARLSBAD RESEARCH CENTER; 01-10• .----------------------------------------------------------------------------·--------------------_,,_.,.. __ "'"' • . ' GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN 5/JPERS[0ES ALL OTHER PLANS PREVIOUS/.. Y APPROVED BY THE CITY if CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PlAN DOES NOT LESS[N OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE. RESOLUTION OF CONL~TIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECr. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REI/IS£ THESE PLANS MIEN NON-CONFORMANCE IS DISCO VE RED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENC/NEER-OF- /YORK FROM RESPONSIBILITY FOR THE CORRECTION or ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMP71. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER ,!till BE REQUIRED FOR ANY WORK IN THE PUBLIC RICH T OF WA Y. PRIOR ro PERM/ T ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING 11i£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM! TTEE'S POI.ICY IN THE: MINIMUM AMOUNT OF /1, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY 'M?IT/NG THE POLICY MUST HA VE A RA /ING OF •A r·AND A SIZE CATEGORY OF a.Ass··v AS ESTABI..ISHE0 BY "BESTS," KEY RA TING CU/DE. 5. UNLESS E:XEMPTE0 BY S[CTION JOl.(b)5 OF THE UNIFORM BUILDING CODE. REWNING WALLS ()IJTSIDE OF RUBI.IC RIGHT OF WAY REQUIRE S[PARA TE PERMITS FROM THE BUILDING OEPAR'fMtNT. 6. NO WORK SHALL BE COMMENCED UNTIL All PE:RMITS HA VE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES 1. APPROVAL OF THESE PLANS BY THE CITY ENGINEER .?OES NOT AUTHORIZE ANY WORK OR GRAD/Mr, TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OB TA/NED AND A VALID GRADING PERM/ T dAS BEEN ISSUED. 8. NO RE'IIS/ONS lflll BE MADE TO THESE PLANS 'MTHOUT THE WRITTEN APPROVAL OF THE CITY ENC/NEER. NOTE0 'MTHIN THE RE'IISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE: T/71.£ SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPER TY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL 0RAlflNG SHALL BE RE'IISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR ro FINAL ACCEPTANCE OF THE: llt?RK BY THE CITY. If. ACCESS FOR FIRE AND OTHER EMERGENCY I/VI/GI.ES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT All TIMES DURING CONSTRUC710N. 12. /WiERE 'TRENCHES ARE lflTHIN CITY EASEMENT.S, A SOILS REPORT COMPRISED if: {A) SUMMARY SHEET, (B) LABORATORY WORK SflEETS ANO {C) COMPACTION CURI-Cs; SHALL BE SUBMITTED BY A PROFESSIONAL ENC/NEER if THE STA TE OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIHD OF APPLIED SOILS MECHANICS. THE SOILS REPORT lflll BE SUBMITTE0 TO THE CITY ENGINEERING INSPECTOR 'MTHIN TIit? llt?RKING OA r:5' OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OU71.JNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERM/ T. All CONTROLLED GRADING SHALL 8£ DONE UNDER THE DIRE:CTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIH0 if APPLIED SOH.S MECHANICS. All Fill OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE l+fTH THE CITY OF CARLSBAD STAN0ARI) SPECIF/CATIONS AND THE • EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS Will BE SUBMITTED ro THE PROJECT INSPE:CT0R. 14. A PREC0NSTRIJCTION MEETING SHALL BE HEID A T THE SI Tf PRIOR ID TliE BFG/NNl!vG OF l!QRK ANO 'it(AII RF A [l[ND[0 RY AIL REPRESENTA T/'rf'S RESPONSIBLE FOR CONSTRUCTION. /NSPECTION~~//PERI/ISION. TESTING AND ALL 0TliER ASPECTS OF TliF l!QRK THE CONTRACTOR Si/ALL REQUEST A PRECONSTRL/CTION MEETING BY CALLING THE INSPEC;70N UN£ AT (160) 4J8-J89I AT LEAST FIVE (5) 'MJRK/NG DA rS PRIOR ro STARTING CONSTRUCTION. THE CON'fRACT0R WILL THEN BE CONTACTED BT THE PROJECT INSPECT'JR TO COORDINATE A DA TE AND TIME FOR THE PRECONS'fRUCTION MEETING. APPROVE.? DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROV/OED 8 Y THE PROJECT IA':PECTOR IT THE MEETING. 15. All INSPECTION REQUESTS OTHER THAN FORPRE~NS'fRUCTION MEETING lflLL B[ MADE RY CAIi/NG THE FNCINEFRING 24 HQ/JR INWCOON R[Q/IFST !IN£ AT (160) 438-38.91. INSPfCTION REQUESTS MUST BE f,'ECE/VED PRIOR TO 2:00RM. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS Will BE MADE THE NEXT WORK DAY UNLESS YOU REWEST 0THERi'IISE. REQUESTS MADE AFTER 2: 00 P.M. Will BE SCHEDULED FOR mo FULL WORK DA YS LA /ER. 16. THE OWNER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAIFTY DEVICE5; INCLUDING SHOR/NC. AND SHALL BE SOI.El Y RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE AND FEDERAL SAFETY AND HEAL"fH STAN0AR0S. LAWS AND REGULATIONS. 11. THE CONTl?ACTOR SHALL CONFORM TO LABOR CODE S[CTJON 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED ACE:NCY SHOWING THE DESIGN if SHORING, BRACING SLOPING OR OTHlR PRO'IIS/ONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE: "Y.CA VA TION CF SUCH TRE:NCH OR TRENCHES OR DU/?ING THE PIPE INSTALLA TION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL nlENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR C0NCE:RNED ACE.NOY PRIOR TO EXCAVATION. IF THE Pl.AN VARIES FROM THE SHORING SYSTEM. STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDE/?S. TIT/.£ 8 Ct',LIFORNIA ADMIN!STRA TIVE CODE. THE PLAN SHALL BE PREPARED BY A RE:GIS TE RED ENGINEER A T THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR ro E:XCA VAT/ON. 18. NO Bl.AST/NG SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF B'LASTING OPERATIONS. 19. IF ANY ARCHAEDI..OC/CAl RESOURCES ARE DISCOVERED f'ITHIN ANY WORK AREA DURING CONS'fRUCTION, OPERA TIDNS W,({ CEASf IMMEDIATELY. AND THE PERMIT/EE Will NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED 'M?ITTEN A/JTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR A0,IACENT THERETO, INCLUDING WARMING UP. REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF 'fRUCK5; E:ARTHMO'IING EQUIPMENT, CONS'fRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE: PERIOD BE:TWEEN 1: 00 A.M. ANO SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE: CONDUCTED ON WEE:KENDS 01? HOl/DA rS (A LIST OF CITY HOl/DA YS IS A VAILABLE A T "fHE ENGINEERING DEPARTMENT COUNTER.) 21. All OIT-SITE HAUL ROIJTfS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL mo FULL WORKING lA YS PRIOR TO BEGINNING OF llt?RK. 22 IMPORT MATERIAL SHALL BE OBTAINED FROM, AND U~STE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CON'fRACTDR SHALL BE RESP0NS!BI..E FOR ANY DEBRIS OR DAMAGl' OCCURRING ALONG THE HAUL ROUTES OR ADJACENT S'fREETS AS A RESUl T OF 17-1£ GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY 'MTHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NO TEO ON T7-IE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING //£SUL TING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHE.S SHALL HA VE A MINIMUM ONE PERCENT SL OPE. CONTFIACTOH'S NOTE 25. THESE PLANS ARE SUBJECT ro A SIGNED ANO APPROVE0 SET OF EROSION CONTROi. PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROI-CD BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SI.OPES SHALL BE TRIMMED TO A FINISH GRA0E TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE: REM0VE:D AND OISPOSED OF Ar A SI TE APPROVED OF BY THE Cl rY ENGINEER. 27. ALL SLOPES SHALL BE !RR/GA TED, STABILIZED, PLANTED AND/OR HYOROSEEDED WITHIN TEN (10) DA r:5' OF THE TIME lfl/EN E:ACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVE:D GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE: LANDSCAPING PLANS FOR THIS PROJECT, DRA lflNG NO. 425-JL AND/OR AS DIRECTED BY THE CITY E:NGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CON'fRACTORS SHALL COOR0INA TE THE WORK OF TI-/ESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE lflTH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM 0RAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-L0AO OF 1,J50. FOR PR/VA TE STORM ORAIN PIPE5; UP TO 75• Pl,t' MAY 8£ UTILIZED PROVIDED DEPTH IS LESS THAN 15 fEE T AND BACKFILLED 'MTH J/4 • ROCK PER SDRSD S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD JOJ4 FOR SOR J5 SOI.ID WALL PIPE. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RE.SULT OF THE GRADING OPERATION, IT SHALL 8£ REMOVED lflTHIN T'IIENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED l+fTH PROPERLY COMPACTED SOILS. IN 0THE:R AREAS THE PIPE lflLL BE PLUGGED f'ITH CONCRETE OR R£MOVE0 AS APPROVED 8 Y THE Cl TY E:NC/NEER. • J2. THE CON'fRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES (ABOVE: GROUND AND UNDER GROUND} WITHIN THE PROJECT SITE SUFFICIEN71. Y AHEAD OF GRA0/NG TO PERMIT THE RE'IISION OF THE GRAD/NC PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT 'MTH THE PROP. WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING DA r:5' PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHAil COORDINATE THE /!Of/K l+fTH A COMPANY REPRESENTATIVE. UNDERGROUND SER'IICE ALERT {800)422-4/JJ SDG&E (160)438-6200 S.B.C. (160}489-J44I ADELPHIA CABLE'IISION (150)4J8-5241 CITY OF CARLSBAD(S'fREETS &-STORM DRAIN) (760)438-2980 'CARLSBA0 MINIC/PAL WATER 0IS'fR/CT {Sm?. WTR, ,t RECL. WTR) (160)438-2722 'SAN DIEGUITO WATER DISTRICT (16~753-1145 'LEUCADIA WASIFWATER 0/S'fR!CT (160 75.J-0155 'VALLECITOS WATER DIS'fRICT (160 744-0460 •OI.IVENHAIN WATER DISTRICT (760)753-6466 'BUENA SAN/TAT/ON 0/STRICT (160)565-5657 1\S APPROPRIATE 34. PERMIT COMPLIANCE REOUIREMENTS: A. FOR CON 'fROlJ.£0 GRADING-T7-IE: APPL/CANT HIRES A C/'lll ENGINEER. SOILS ENC/NEER, ANO/OR GEOlOCIST TO GIVE TECHNICAL ADI/IC£, OBSERVE AND CONTROi.. THE 'MJRK IN PROGRESS {15.16.120A.B/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 'I/A THE PROJECT INSPE:CTOR {15.16.120A. ID/ CARLSBAD MUNICIPAL CODE.· (I) FINAL REPORT BY SUPER'IIS/NG GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGA TIDN ARE INSTALLED IN CONFORMANCE l+fTH Cl TY CODE AND THE APPROI-C0 PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPAR'TMENT) (2) AS-BUil T GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER. lfl/lCH INCLUDES RECOMMENDED SOil BEARING CAPAC/T/£5; A STA T[MENT AS TO THE E:XPANSJVE QUALITY OF THE SOil, ANO Sl!MMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STA TEME:NT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE: WITH THE REQUIREMENTS AND RECOMMENDATIONS OUT/.INED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT 'MTH AS-BUILT GEDI..DGIC PLAN. IF REQUIRED BY THE CITY. J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED lflTHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRE:D TO BE RESIJBMI TTED FOR PLANCHECK. PLANCHECK FEES lflLL BE REQUIRED FOR ANY SUCH RE:CHECK. 36. THE SOILS REPORT T/71.£0 REPORT OF CEO TECHNICAL INVE:STICA TION LOT 2 AND J CARLSBAD RESEARCH CENTER PREPARED BY.· SOUTJfERN CALIFORNIA SOIL & TESTING DATED: DECEMBER 7. 2004. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. LEGAL DESCRIPTION PARCELS 3&4 OF CERT/FICA TE OF COMPLIANCE (C.0.C.) CE 04-10. LOTS 44 AND 45 Of CARlSBAO TRACT NO. 85-24, UNIT NO, J; IN THf '1TY OF CARLSBA{J, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11810, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 19, 1987. SOILS ENGINEER'S CERTIFICATE !, DANIE:l 8. ADLER , A REGISTERED CE:OTECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS ME CHAN/Cs; HEREB y CERTIFY THA T A SAMPUNG AND SIVDY OF THE SOil CONDITIONS PREVALENT i#T7-IIN T7-IIS SITE WAS MADE BY ME OR UNDER MY DIRECTION, PE:R SOILS REPORT DA Tt.O DECEMBER 7. 2004. TWO COPIES OF THE SOILS REPORTJ:OMP~t[D OM THIS STUDY, VII.JI! .. RECOMME:NDATIONS. HAS8NEE, Sl/~l/!To O rf_. OFFICE OF ✓, ;.CffXs, , ( I ; - --~--J....~ ~\ ..qo «-ENGINEER. , /'. . hr/~'<,<:, ._ c il~c,i,•t SIGNED: 4' t ,-< <,,. :. DANIEL 8. ADLER t, •, • ,, . ., ! ·:; R.~E NO.: 36037 • >-, ', '-•~·' #•' t '\~ \ . DATE.. i:;-i."1-0J .,t ,;"--,', -":'' ... _ ' ,,,,,.,. .. • y ~.--::::..~·,,, LICE.NS[ EXP/RA TION DA TE.· 6-J0-06 CELSOC Consulting Engineers & Land Surveyors of Californi IMPORT ANT NOTICE Section 4216 of the Government SPECIAL NOTES iHE FDI..LOWING NOTES ARE PRO'IIDED TO GIVE: DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF 'MJRK. THE Cl TY E:NCINEER 'S S!GNA TUR£ ON "fHESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THES[ NOTE5; AND THE CITY WILL NOT 8£ RESPONSIBLE FOR THEIR ENFORCEMENr. 1. NEITHER THE OWNER NOR THE ENGINEER OF OK lflll ENFORCE SAFETY MEASURES ' OR REGULATIONS. THE CON'fRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY DEVICE5; INCLUDING SHORING, ANO SHALL 8£ SO/..EL Y RESPONSIBLE fOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARD5; LA li5' AND REGULATIONS. 2. LOCATION AND ELEVATION OF IMPROVEMENTS ro BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASURE:MENTS PRIOR TO CONSTRUCTION OF NEW 'MJRK. J. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTILITIES. THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT REFLECT All EXISTING UTILITIES. LOCATIONS OF All EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONS'fRUCl/ON OF 'MJRK. 4. CON'fRACTOR IS REQUIRED TO TAKE: PRECAUTIONARY MEASURES TO PROTECT THE 'JTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN ON THES[ PLANS. 5. MIER£ 'TRENCHES ARE ADJACENT TO FU TUR£ BUILDING SITE5; SOILS REPORTS SHALL BE SUBMITTED TD THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY" THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE: SOILS ENGIN£ER IN ACCORDANCE lflTH THE ON-SITE EARTHWORK SPECIFICATIONS. ' AS DEFINED IN AND LIMITED IN SECTION 67J5.5 OF THE BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA. 6. SAFETY FENCES SHALL 8£ PROI/IDE0 BY THE CONTRACTOR MIER£ REQUIRED BY THE Cl TY ENGINEER. l. DURING ACTIVE: CONSTRL/CTION, AREAS SHALL BE WATERED TO REDUCE FUGITIVE DUS~ 8. CON'fRACTOR TO ADJUST All PROP. AND EXISTING FACILITIES TO GRADE. 9. CON'fRACTOR TO REMOVE/REPLACE/RELOCATE ALL EXISTING FACILITIES REQUIRED TO INSTALL PROP, IMPROVE:MENTS. 10. CONTRACTOR TO REMOVE:/REPLACE/RELOCA TE ANY LANDSCAPING/1-!AROSCAPING WHICH CONFLICTS IN ANY WAY WITH THE INSTAllA TION OR PROPER FUNCTION/NG OF THE PROP. IMPROVEMENTS. II. ALL PROP. STORM DRAIN FACILITIES ARE PR/VA TE UNLESS OTHERWISE NOTED. 12 REFER TO ARCHITECTS PLAN FOR HARDSCAPE LAYOUT cl: SPECIF/CATIONS. 13. FOR LANDSCAPE AND !RR/CA TION IMPROVE:MtN TS SEE PLAN FILE NO. 14. THE CON'fRACTOR SHALL BE RESPONSIBLE FOR I-CR/FY/NG THE: QUAN'f/TIES SHOWN HEREON AND BALANCING THE EART7-/'MJRK ONSITE. IF DISCREPANCIES ARISE, THE ENGINEER OF WORK SHALL PRO'IIDE AREAS OF ADJUS'TMENT TO THE CON'fRACTOR. WHERE 'ff/£NCHES ARE Vlf"fHIN EASEMENTS, STREETS, OR 10' OF ANY ANY BUILD/NC. SOILS REPORT SHALL 8£ SUBMITTED TO THE: ENGINEER OF WORK BY A QUALIFIED SOil S ENGINEER WHICH IND/CA TES THA T THE TRENCH BACKFILL WAS COMPACTt.D UNDER THE OBSERVATION OF THE SOILS ENGINEER AND IN ACCORDANCE WITH THE EARTHWORK SPECIF/CATIONS. 15. THE CON'fRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES ARE BUil TIN ACCORDANCE lflTH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS :JR FIELD STAKE5; THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE E:NGINEER AT (858)695-3344. 16. THE CONTRACTOR SHALL UNCO'-f:R All UTILITIES THAT MAYBE JOINED, CROSSED, OR PARALLEL TO VE:RIFY BOTH HORIZONTAL AND VE:RTICAL LOCATIONS PRIOR TO ANY CONS'fRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER"S ATTENTION PRIOR TO CONSTRUCTION. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING. MAINTAIN/NC. RELOCATING, ANO OR REMOVAL OF EXISTING UTILITIES. 18. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVE:MENr lflTH IMPROVEMENT EQUAL OR SUPERIOR. PROJECT LOCATION THIS PROJECT IS LOCATED l+fTH/N ASSESSORS PARCEL NUMBER{S) 212-120-39 & 40 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 353. 500 __ E 1 691 800 OWNER/DEVELOPER FAKADAt S i'E(,T~t>M,LU. SY: I( Ei'JToo, l.L (. (,MMl~~E't\) 4510 EXECUTIVE DR/I/£, PLAZA 5 SAN DIEGO, CA 92121 TEL· (858} 558-5620 A TIN: KEN SA TTERLEE OWNER'S CERTIFICATE I (WE} HEREBY CERTIFY THA T A REGISTERED SOILS E:NGINEER OR CEOl.OCIST HAS1· 'EN DR Will 8£ RETAINED TO SUPER'IISE OVE:R-ALL GRADING AC -.tT 'D AD'IISE ON THE COMPACTION AND STABILITY OF THIS SITE. 1.,. '213. c£ DATE 'DEC SPONSIBLE CHARCE' I HEREBY DECLARE r I AM THE ENGINEER OF 'l'rORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS D£FINED IN SECTION 5703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS/STANT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAlflNCS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENCINE:E:R OF WORK. OF MY • RESP0NS/8/LI TIES FOR PROJECT DESIGN. FIRM: PARrNERS PLANNING AND ENGINEERING ADDRESS: 159JB BERNARDO CENTER DR. CITY, STA TE: -_SA_N..c:0cc/E""C-"O,-"'-CAc....cc92~1"-'21 __ _ ll.IEP'(!?t_~E: ~-3444 B~-~ koN½----: ANOR'tW J. KANN $~ DA TE.· R. C. E. NO.: 50940 REGISTRA TION EXP/RA PARTNERS Planning and Engineering TION DA TE.· 9-J0-05 --~-f~ .. ~HS_s lo1r,.,( ·~~~ ~ ~ ,(cf='{. ::? ~ ,.,:, ~, C:~5C940~ ~1 -;,_ e,,. a-:,o...os ~ .r/ C ,r V\ \. ~~ ..fr~❖ r. Code requires that a Dig Alert Identification Number be issued before a (.!!~ \ 'No Project sits. ~ CITY OF VISTA ~ '°'-"::J.,..C'..!R'."0'.;;AD'-i"-\ \ L . />,Y ' \ \ '1J ' ' ..,, \ \ \ \' ' \ \\ \ ' \ I 11, PACIFIC \ \ OCEAN ) ) \ I \\ \\ ' . r\'(-~ o"-~ VICINITY MAP NOT TO SCALE CONSTRUCTION PRIORITY=_~H-"'IGH=------ DRAINACE NOTE THE LOT DRAINAGE SHALL BE COLLECTED AT VARIOUS LOCATIONS BY CATCH BASINS AND CONVEYED I/IA PIPE UNDERGROUND FOR DIRECT CONNECTION TO THE EXISTING SYSTEM. PR/VA TE STORM DRAIN INLETS SHALL BE FITTED lflTH APPROVED PDI..LUTANT RUN-OfF CONTROi. DEi/iCES. THE 0£'1/CES SHALL BE FOSSIL FIL TERS OR A GRA I.fl/SAND FILTER SYSTEM. GRASS SWALES SHALL BE UTILIZED AS SHOWN ON "fHESE PLANS. BASIS OF BEARINGS THE BASIS OF BEARING fDR THIS PROJECT IS A PORTION OF NORTHERLY LINE OF THE RIGHT-OF-WAY OF FARA0A YA VENUE AS SHOWN ON MAP 11810 BEING {N 69Vl'J5" W). BENCH MARK DESCRIP;/ON: CONCRETE MONUMENT l+fTH STANDARD DISC STAMPED EGR 15 LOCATION: 500' SOUTH OF INTERSECTION OF E:L CAMINO REAL AND PALOMAR AIRPORT ROAD, EAST SIDE OF E:l CAMINO REAL, AL ONG FENCE LIN£ RECORD FROM: SAN DIEGO COUNTY PRECISE SiJR'vEY LEVELS (l?.S. 1800-1) E:LEVA TION: 296.48 DA TUii: U.S.C. & G.S. REFERENCE DRAWINGS 221-5, 212-8, 212-8A, 425-3A LANDSCAPE DRAWING SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS PER AL TA/ACSM LAND TITLE SURVEY, BY POUN /NEY AND ASSOC., DA TED OJ 02/2001, Vi EARTI-!WORK OUANilllES cur (TO FINISH SURFACE) = 13,005 CY FILL (TO Fl~ISH SURFACE) = 7.240 CY EXPORT = 5,765 CY REMEDIAL = J5,000 CY ~ Construction contractor agrees that in accordance with generally occepted constructior practices, construction contractor will be required to assume soie and complete responsibility for job site conditions duririg the course of constructior of the project., ircluding safety of all persons and property; that this require~ent shall be mode to apply contiru-:>usly Jnd not be limited to rtocrc.ol v,orking .hD.ur.s, and con!'truction contractor rur·;her 091 ees to defend, indemnify and hold City ':it C'ortS!:5'0d r,Q(mless from a~y and all liability, ceol or alleged, ·n connection with the performance of work on this pro~ect. exceptirig liability arisirg from the sole negligt:1rice of City of Corl~b<>d rroffeS$10nol-"Permit to Excavate will be valid. 15938 Bernardo Center D San Diego, CA. 92127 Ph. (858) 3 76-3444 Fa.1:: (858) 3 76-3555 CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER'S NOTE For your Dig Alert I.D. Number Call Underground Service Alert DATE PP!: AS·BVllT If \ INITIAL WORK TO BE DONE THE: GRADING WIJRK SHALL CONSIST OF THE CDNS'fRUC T/ON OF ALL CU TS AND FILL5; REME.0/Al GRADING, DRAINAGE FAC/L/'f/£5; EROSION CONTROi. FAC/UTIES, AND PLAN TING OF PERMANENT LANDSCAPING AND PRE.PARA TION OF AS-BUil T GRADING PLANS, AS-BUILT CE(XOG/C MAPS AND REPORTS, ALL AS SHO/IN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARD5; SPECIF/CA TION5; REQUIREMENTS, RESOLUTIONS ANO ORDINANCES C/'f[0 ON "fHESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE: WITH THE FaL0WING 0OCIJMENT5; CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS. 4. THE STANDARD SPECIFICATIONS FDR P/JBLJC WORKS CONS'fRUCTION (GREEN BOOK) 5. SfJ/LS REPORT AND RECOMMENDATIONS BY GEOCON INCORPORATED DA TED FEBRUARY OS. 20DJ. 6. THE SAN DIEGO REGIONAL STANDARD ORA WINCS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 1. STORM WATER P(XLUTION PREV[NTION PLAN (SWPPP) PI/EPARED BY PARINERS PLANNING cl: ENGYNtER/NG DA TED 1/14/2005 WD/0 NO. 9-J7CJJ2270 8. STORM WA /ER MANAGEMENT PLAN (SWMP) PREPARED BY PARINERS PLANNING ct ENC/NE£RING DA TED I /14/2005. 9. THE CALIFORNIA SIORM WATER QUAUTY ASSOCIATION (CASQUA). OF STORM WATER BEST MANAGMENT PRACTICE, CONS'fRUCTION HANDBOOK ANO STA TE OF CALIFORNIA, DEPT. OF TRANSPORTATION. CONSTRUCTION SITE BEST MANAGEMENT PRACTICE (BMP) MANUAL. LEGEND DESCRIPTION PROJECT BOUNDARY EXIS r. SPOT ELEVA TIONS EXIST. CONTOUR EXIST. 'TREES EXIST. GAS MAIN EXIST. SANITARY SEWER & MANHOlE EXIST. WA Tt.R EXIST. WATER EXIST. FIRE HYDRANT ASSEMBl Y EXIST. STORM DRAIN EXIST. STORM DRAIN STRUCTURE EXIST. STREET LIGHT EX1Sr. CURB & GUTTER PROP. CONTOUR 0A YLICHT LIMITS PROP. TYPE: A-4' C.0. (PVT) PROP. TYPE A' CURB INLET(PVl) PROP. 'F' CATCH BASIN (PVT) Pf<.OP. WING TYPE /le4lJWAll · - PROP. BROOKS BOX (PVT} PROP. STORM DRAIN (6"Pi,t;) (PVT) PROP. STORM DRAIN {8.PVC} (PVT} PROP. STO~ DR,4/J/ (/2"/JDPEY:PVT) PROP. STORM DRAIN (12"Pi,t') (PVT} PROP. STORM DRAIN (l8"?VC)(PVl) PROP. BUILDING FOOTPRINT PROP. FINISH FLOOR ELEVATION PROP. TOP OF CURB ELEVA TION PROP. PAYEMEN T ELEVATION PROP. TOP OF WALL ELEVATION PROP. FLOM/NE tIEVA TION PROP. FINISHED GRADE ELEVA TI0N TRANSFORMER PROP. CURB cl: GUTTER PROP. RIBBON GUTTER PROP. CURB DWG.NO. 0-9, 0-11 · D-1, 0-11. D-12 · 0-1 .. D-34, 0-358 · 0-60 · . 0-60 D·'° · 0-60 . 0-60 C-2 .DETAIL, SHT. 2 G-r SYMBOL --------- WV ----~--~-®---•--;,,,._, --- .,.,. .. ,., ___ , -.,~-------------------· ,,_,._.,.,.. ------···--·-----------------·---•- -~ ---+I+----+--+- ----§--- _j L,._ __ ffa378.QO J74.00TC 374.00P 374.00TW 374.00Fl. 374.00FG [I] .-.. -. . ' • QTY. I EA I EA 5 EA 2€A GEA 241 LF · 285 I.F . ~lF 211 LF 566 LF J500 LF 1800 SF PROP. DRIVEWAY PVMT. (AISLES) Tl=5. 0 {MIN 4"/6".) 4• AC OVER 1• CLASS 2 A8~,.f'~~J J2,/3o SF PROP. PARKING PVMT. (STALLS) Tl=4.5 PROP. PARKING STALLS {MIN 4• AC) 4• AC OVER 5• CLASS 2 AB'=::;:::::======::::: 3;3,;u,sr I I 8EM0Ve TREES. . . . . . . . . ...... . 0 2Se',4 NOTE I. ACCESS AISLES DESIGNED lfl"fH TRAFFIC INDEX OF 5.0 TO CITY STANDARDS. NOTE: QUAN"T/TIES SHOWN HEREON ARE E:STIMA TES FDR PERMITTING PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL CON'fRACTOR PAY QUAN'f/T/ES. P~NING DEPARTMENT APPROVAL "AS BUILT" LL-;1ea,JM,, < Y&,,1.1 DATE,<5// pS' ;1jf/08 (SIGNED) ' , A s~t>,,, t-PLANNING DIRECl'OR RCE SO<J.1.0 EXP. '1/,)0/0'1 DATE fl(t,#. W\ DATE:e/ I /of" ~WED BY, / (SIGNED) --nc) ("\ RECO~ED BY: JI',,.) ¼111 t.,t,._ oJ.j 15 (].a}o L INSPECTOR ' (PRINT NAIii:) DATE 1 sH1EET I CITY ~ OF CARLSBAD ENGINEERING DEPARTMENT 0 GRADING & EROSION CONTROL PL.I.NS FrJR; CARLSBAD RESEARCH CENTER PAR. 3&4, C.O.C. CE 04-10 CARIBBAD TRACT 85-24 . APPROVED LLO"fl 8. HUBBS u'Y ~~~ ~P/t2--CITY ENGINEE PE 238 E,<f'iRES 12/31 /05 D TE PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: UNAUTHORIZED CHANGES & USES: The engineer prepar'ng these plans will not be responsible for, or iab:e for, unaulrorized changes to or uses of these pions. All changes to l!-e piacs must be in writing and must be approved by the preparer of these plans. CELSOC Consulting Engineers & TOLL FREE 1-800-422-4133 Two working days before you dig ROBERT J. WOJCIK DATE ENGINEER OF WORK REVISION DESCRIPTION OTrlER APPROVAL CITY APPROVAL OWN BY:~ RVWD BY: I MS 0.3-09 I DRAWING NO. 427-9A Land Surveyors of California DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 6-30-06 ~.,.. . ...;-·J".!'"'!'HDm•III ~ V, 0 .. ~ ,, i,i .. i,i "' 8 N ~-.. N -... "' "' • 'O ~ ' "' "' / • "' :II / ~ • 'O / ~ -~ I u / • , ~ :;. ' ,10 ":E 'I ..... .~ 0 ,,:::.. -..... ~ 0 · 111111iH'll!II SECTION OF 12• METALU ASBESTOS CEMENT OR Pi.ASTIC Pt. 18" BA CKF/ll TO TOP (F f /8 BEND llfTH 1• MAXIMUM AGGREGA s STANDARD W>f BRAN 12• CAST IRON GATE CAP 56D-C-3250 CONCRETE >---Pl-t' PIP£ SID. 1/8 BEND n a.oSE END 'NM ClA r' CAP .t GROIJ T IN PLACE OR USE MECHANICAL JOINT PLUG lYPE B STORM DRAIN CLEANOUT NO SCAI.£ 6• A TR/UM GRA 7f NOS 80 OR APPROV.-- EQUIVALENT 1J Sia" 11 l/2" GA7f CAP {Heavy Duly) NO TE: USE FLAT BRASS GRA 7f FOR LA 'Mo/ AREAS .t HARDSCAPE. CONTRACTOR INLE:T ELE:VA !ION (FG) PER PLAN SHALL SUBMIT FOR APPROVAL I. O!f I.O!f PRIOR TO INSTALLA !ION. ~ ADJUST ALL INLETS TO FINAL 1--6• DIAM. GRADED GRADES. RISE:R PIPE: ::ii 1/8 BEND :i STANDARD Pl-t' W)£ BRANCH INVERT ELEVA !ION (IE) PER PUN P\.C PIPE (SIZE PER PLAN) AREA DRAIN DETAIL NOT TO SCALE: / '"' I 6" ! 285. ,:i. 'F' CATCH BASIN PER PLAN KEY MAP SCAL£: 1"=6Q' L------------------------------------------- 288.85 '8' 289.31 t'' • • 'F' CATCH BASIN PER PLAN © __________________ J LOT 7 293.65 'F' CA TCH BASIN PER PLAN • 284.50 --ir=-· ~~,/" TG=283.15 288.12 '8' '--'c::-+•e-f-;1~288.12 t'' • 292.65 MANHIXE R.0-CARD"' INSERT CATCH BASIN URB WEN/NG GUTTER FlOIIUNE GUTTER R.OIIUN£ HANDl.£S REMOVABLE FILTER BASKET NO. 1212 TOP SECTION OR EXTENSION W/0 K.O. NO. 1212 LOWER SECTION W/ GAL V. FRAME 5 NO, 1212 STFII. PARKWA r' OR Tl?AFFIC CRATE MAX. 1/2• SPACING WT 3J/ PARKWAY WT 60/ Tl?AF. NO. 1212 S7f£l PARKWAY OR Tl?AFFIC SOUD COVER WT 51/ PARKWAY WT 10/ !/?AF. NO. 1212 TOP SECTION SECllON HT. LBS. 1818 76 6. 230 1818 T12 12· 460 AVAILABLE W/O K.O. W/0 K.O. (SEt NOTE 6~ ~.--+ R.0-GARD NO. 1212 LOM:R SECTION W/0 GAL V. FRA/.lt NO. 1212 LOWER SECTION HT. LBS. AVAILABLE Fil TER BASKET FOSSH. 1tdcK F/1.TER MEl)IUM POUCH F/1.TER BOOY FIi. TER BOO Y •··· 3/8• X J' ANCHOR BOI.T (3 PER SECTION) 1818 LIB 1e• 612 24• 852 SIDE VIEW ANCHOR DETAIL SCALE: NON£ FOSSIL FIL TEA FLO-GARD SUPPLEMENTAL INSERT CURB OPENING INLET 12 X 12 BROOKS BOX DETAIL BENCH MARK OESCRIP TJON: CONCRETE MONVMEN T 'II M STANDARD DISC STAMPEO ECR 15 LOCATION: 500' soum OF INTERSECT/ON OF EL CAMINO REAL AND PALOMAR AIRPORT ROAD, £AST 510£ OF EL CAMINO REAL. ALONG FENCE UNE. NOTES= f. R.0-GARD "FILTER BODr' SHALL 8£ MANUFACTURED FROM PET/?Oi.£/JM RESISTANT FIBERCI.AS.S IIH/CH MEETS OR EXCEE:OS PS 15-69. 2. ALL METAL COMPONENTS SHALL 8£ STAINI.ES.S STEEL (T'rPE 304). J. REMOVABI..£ Fil TER BASKE:T SHALL 8£ CONSTRIJCTED FROM 0/JRAB/..£ POL YPROP'r1..£N£ )K)l,ffl MONOFILAMENT GEOTEXT/1.£. 4. F7.0-GARD'"FILTER BOOY SHALL BE SECURED TO CATCH BASIN WALL wm EXPANSION ANCHOR BOLTS ANO WASHE:R {SEE DETAIL}. 5. R.0-GARD'"INSERTS AR£ AVAILABLE IN 24• OR 30• LENGM SECTIONS ANO MA r' 8£ INSTALLED IN VARIOUS COMBINATIONS (END TO END) TD FIT MOST CATCH BASIS WIDMS. 6. Rl TER BASKET MA 'I 8£ R£!.10'£D M!l.Ql)GH CURB OPENING FOR EASE OF MAINTENANCE. NOT TO SCALE' BAS£ MA TERIAL PER SOILS REPORT 1.5'~ W/2 1o·xu K.O. W/2 1o·x14 K.O. •• ' .. .. • • • • • RECORD FROM: SAN DIEGO COUN-rY PRECISE SUR'£Y IEITTS (RS. 1800-1) 1. Rl TER MEDIUM SHALL 8£ FOSSIL R~ , IN DISPOSABL£ POUCHES, INSTALLED ANO MAINTAINED IN ACCORDANCE 'NM MANUFACTURER RECOMMENOA !IONS: RIBBON GUTTER DETAIL El.EVA T/ON: 296. 48 DA TUM: /J. S. C. .t 6'. S: NO SCALE • • . . CONCRE:T[ BASE ct APRON (560-C-3250) (TYPICAL) Q'<'l •'hc::rr!b~~:;u-s~u:R~•~~c~£:::::::'~=--r • .. UPPER 12' COMPAC)[Q TO 95!f REL. DENSITY {TYP.) .. ' • CONCRE:Tf: , • BASE .t APRON 286.10 '8" (560-C-3250 281.60 'c' •• TG PER PLAN (TYPICAL fl.O'l'I 5\.lRf~Cr.. . . .. .. .. UPPER 12• CQMPAClfD TO 95!f REL. DENSITY {TYP.) . . • • '1-----l • ' CONCR£7f BASE ct APRON • • (560-C-3250) . . G PER PLAN (TYPICAL) • SUR A • z l ::!; ' ~ 2· s· N -..__, • • .. •• I =+l.l= .......____UPPER 12· COMPAC7fQ TO 95X Ra. DENSITY (TYP.) . . • 285.82 '8 , 286.80 t'' • , 290.23 , ,1,•~•--lf=¼-_.,4---+~6• PVC PIPE • • • RISER PIPE=DO'M>ISTREAM '-. HORIZONTAL PIPE: SIZE "-._ INVERT ELEV. QE) = 281.75 TG-2.0' / ,,, 4• P\.C PIPE: f ~C Sf) ) RISER PIPE =00 'Mo/STREAM HORIZONTAL PIPE SIZE I INVERT ELEV. IE = 284. 70 '8' TG-2.0 285.60 C' 280.83 IN 280.50 OUT '--l--~ __ 284.32 IN '8' 285.30 IN 'C' 284.65 our '8' 284.91 our ·c· . . •• SLOPED GRATE ORIFICE NO SCALE SLOPED GRATE ORIFICE BASIN A NOTE: I.E. B = IN'tf:RT I.E. C = IN'tf:R T PARTNERS · Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 ANDRE:W J. KANN R. C.E. 50940 MY REG!STRA i/ON EXPIRES 9-J0-05 NO SCALE BASIN B & C SPOT Elf:VA !ION APPLY TO FOR BASIN '8' BASIN 'B' .t 'C' FOR BASIN 'C' SHOWN PER DETAIL FPE AS-81.JllT /1'-. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION . . • 5• PVC PIP£ RISER PIPE:=DOWNSTREAM HORIZONTAL PIPE SIZE • 4 INVERT ELEV, {IE = 289.45 TG-2.0 l---_.>,6==4-+---288.13 • • SLOPED GRATE OfllFICE NO SCALE "AS BUil T" BASIN E l~~t~ 3/o/o8 / RCE 5()'140 EXP. 900/o9 DATE 21:_BY: gn ~ o4[t"l~ INSPECTOR ~ DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 DETAJI.S FOR: CARLSBAD RESEARCH CENTER PAR 3&4, C.O.C. CE 04-10 CARI.SBAD TRACT 85-24 APPROVED: LLOYD 8. HUBBSJ.1Y /4-4 e yr; ,Z vY~<c>t --3/n' f"' f" CITY ENGIN£.~ PU 89 EXPIRES 12/.31 /05 D TE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:1j;- OTHER APPROVAL CITY APPROVAL MS 03-09 427-9A RVWD BY: r'. 111 05 ' --------------------------------------------------------------------------------------------------------------------------------------------------------------,§ BENCH MARK OESCRIP TION: CONCRETE MONUMENT Vt/ TH S TANDARO DISC STAMPEO EC/? 15 UXA TJON: 500' SOUTH OF INTERSECTION OF El CAMINO REAL AND PALOMAR AIRPORT ROAD, EAST 510£ OF El CAMINO REAL. ALONG FENCE UN£. RECORO FROM: SAN DIEGO COUNTY PRECISE Sl/Rl£Y LHfl.S {RS. 1800-1) REVA TION: 296. 48 DA TUM: U.S. C. .t G. S. FOR CONllNUA llON SEE SHEET 5 ANDREW J. KANN V. \ Afl£A ORAJN 2 0'7/ 0/, I·-·· ' 2.IJ' /HP[N{) FOOTING '"' ., ¢' X PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 9 212 7 Ph. (858) 376-3444 Fax: (858) 376-3555 l~~ 1~~~~ UY RfGlSTRA TION [XPlR[S 9-JD-05 ~ \ .. ll!+W// ·+ X FF=294.60 PAD=293.85 0 Afl£A GRAIN W:29JJ5 £=288.35 \ . ', FF=29~6O PAD=29g.B5 ·'r . ! .. , __ _.......__,/ Afl£A [)//A/N T(;:29114 IE=288.55 ' Afl£A ORAfll" 1(;=29l9J • /(=2/JB.81 tj' X ' ~ "),r, <'::'.: ,':I, X 296.I~ Afl£A DRAIN 1(;=294.50 /(=288.19 fll;,287.l r \ ~'21 .. .... 8><" :?!Jc~\: -~-I S!JMr· \ ".,,.,-'"'"" .. .. ,..-. ,.. , . ... ------·" , ...... , ,, ... , .. •'" ... .. -·· ... -... : .. ::··:.:::\:; :: ....... ..... . ,,. .. '""''"""'"" . ·""" .. ,.-... _., __ , ... : '"'" . .. .. . .... .. ,. ... ' t>~ .. ., ) T,✓ , ; •'" ... . •·'" ) h : PPe ,4$-/3{/IL,T -/1\ DATE INITIAL 0 10 ENGINEER OF WORK REVISION DESCRIPTION ~ ·" -~ Vj 20 40 60 GRAPHICAL SCALE ~--PROPOSED BASIN SECllON A-A NOT TO SCA/£ ~---PROPOSEO BASIN SECllON 8-8 NOT TO SCA/£ 0 STORM DRAIN DATA TABLE NO. DEIJA/BRG. RADIUS LENGTH REMARK -I N1876'o6"W 4J5J' 18" pi,r: Sf) 2 NIJ'59'26"E: 42.59' 18" pi,r: Sf) J N7271'1rE 20.05' 18" Pvr: Sf) 4 30"44'26" 640.00' 343.38' 18" pi,r: Sf) 5 08'54'4J' 114.00' 120.45' 18' pi,r: SlJ ' N2&'27'lJ'E -56.00'i 12' 1//)ff SO NOTES: I. ACCESS AIS/.£S 0£5/CNED l'rlTH !RA/TIC INDEX (T 5.0 ro OTY STANDARDS. 2. QUANTITIES SHO'rtfi HEREON AR£ ESTIMATES FOR PERMlmNG PURPOSES ONLY AND ARE NOT TO BE USED FOR RNAL CONTRACTOR PAY QIJANTITIE5. "AS BUil T" ~✓t,~ ~.,, .3/ ,t:78 7 RCE 509'40 9holo'? DATE EXP. ~WED BY: (l Qjjl''>t@~ ,OC) ' TN SPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 GRADING 8c EROSION CONTROL PLANS FOR: CARLSBAD RESEARCH CENTER PAR 3&4, c.o.c. CE 04-10 CARL'SBAD TRACT 85-24 APPROVED LLOYD B. HUBBSd'r ~4. L-Yf;/4-+. ~/e5 CITY ENGINEEH"'PE:238 ·-EXPIRES 12/31/05 D.(TE OWN BY:~ I PROJECT NO. I DRAWING NO. DATE INl-nAL DATE INITIAL CHKD BY: O1HER APPROVAL CITY APPROVAL RVWO BY: MS 03-09 427-9A § "' ~ 0 8 I ,. I " ..)ll&IIIBllllllll ll!l 11 111 ~Ill . . i . Yli~ 5 OIIAIN 'lll 155 BENCH MARK " AR[A OIIAIN "", Tr;:.29l 9J /[s~89.22 I~ AR[A~ .\,~ TGz29l9J " 1£=288.81 t D£SCR!PllON: CONCRETE MONUMENT 'MTI-I STANDARD DISC STAMPED ECR 15 LOCAllON: 500' SOUIH Or IN/£RS£CllON Or a CAMINO REAL ANO PALOMAR AIRPORT ROAD, £AST SID£ Or a CAMINO REAL. ALONG FENCE UN£. X 296.l!FG AlifA OIIAIN Tr;,,294.5() /£z288.79 ___ .. -·· ···:·.:· ..... ••·" --.. , .. RECORD FRO/I: 5.AN DIEGO COUNTY PRECISE SURl/£Y L£VELS {R.S. 1800-1) U£VAllON: 296.48 DATUM: U.S.C. <I' C.S. D FOR CONllNUA 710N SEE SH£ET 5 0.5% -- \ '-~ .. -.,-'" '~, ?0.4 =······•·····~\\\-:;.\\\:.·~:;:-cc''"''" ),/ . < ,,,,-'',_.,...., ......... \. _ _,,-. -~;il:::~:::.:Yt ',,, --~--··· -\:: ,--.,_ j X (~--/"'""\,~_ X / \ \ \ PARTNERS Planning and Engineering 15938 Bernardo Center Dr. ",, or oc\\11'1' San Diego, CA. 92127 Ph, (858) 376-3444 ~ k1 \[ "'Fax: (858) 376-3555 AN~J. KANN 1R£~~~ 1~~~~ MY REGISTRATION EXPIRES 9-30-05 X \.'.f\ ----· X • \ 0 ,o 20 40 60 ™ 'ENEO 2· MEl(j PlANE ONT 6" ---- ~ 1 ( ;;;i,,.,;~"1.i.~~:;,_;,1;- 31 -·~ -Jl4 .. J --. I 6" I ~·--·• - I o---· '6 " rl DOWN DRAIN GRAPHICAL SCALE NOT TO SCALE NOTES: 1. CONCRETE SHALL BE 520-C-2500. 2. SE£ STANOARO OH-G. G-10 FOR ONT DETAILS J. SlOPt TOP Or CURB 1/~• PER FOOT TOWARDS r7!JTTER NOTES: I. ACCESS A/SI.ES DESIGNED l'ITH TRAFFIC INDEX Or 5.0 TO CITY STANOARDS. 2. QIJANllllES SHOWN HEREON ARE EST!MA TES FOR PERM!mNG PURPOSES ONl Y ANO ARE NOT TO BE /JSEO FOR FINAL CONTRACTOR PAY QIJAN7171ES. STORM DRAIN DATA TABLE SE£ SHEET 3 FOR STOR/1 DRAIN DA TA TABI.£ "AS BUil T" tL::~~a,,_,n_ ~~/48 RCF S{R40f.;'l·.30-09 DATE R WED BY: -f'tt Q;:2-~6i£--f>l/,s:/-:uP'if I SPECTOR DATE I SH4EET I CITY OF CARLSBAD I SHEETS I 1---1---+----------------1---+---+----+---t ENGINEERING DEPARTMENT 10 l---l---+----------------1---+---+----+---t 1-----+----+-----------------t----+----+----+---t GRADING & EROSION CONTROL PLANS FOR: PPE AS·BUILT DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAL CARLSBAD RESEARCH CENTER PAR. 3&4, C.O.C. CE 04-!.0 CARISBAD TRACT 85-24 APPROVED LLOYD B. HUBBS A < :&<: &: ve1/~-;,c·5,c""'; 4.=--~~ BAlof CITY ENGINEERPE 238-.f EXPIRES 12 31 05 D.'.TE DWN BY:~ CHKD BY: ? RVWD BY:_ PROJECT NO. MS 03-09 DRAWING NO. 427-9A :g ' "' ' ,-. _._,., ..... ..,, ll!ff 1110 !1111 , I .,--"\ .. -·--- fl.=26, : :: ::-,, ./ ,, !; f ii ' '~ /i ; ---..,,.,.,.._ ___ ~."-. i ,,,,, ••• ,,.,,,, !I ::--,1 ''"· &' ' ¢ I.L '• . ' ,.,. ~,-', --..._rz~ \ )#-I ~ 1.5' --~ MODFIED 6" G-2 CURB AND GUTTER NOT TO SCALE NOTES: f. CONCRETE SHALL BE 520-C-2500. 2. SEE STANDARO OMi G-f(} FOR .KJINT OETA/lS J. SI. OPE TOP OF CIJR8 f /4 • PER FOOT TOWARDS GIJ TlER BENCH MARK OESCRIPT/ON: CONCREff MONUMENT HITH STANDARD DISC STAMPm [CR 15 LCX:ATION: 500' SOUTH OF /NffRSECTION OF EL CAMINO REAL AND PALOMAR AIRPORT ROAD, EAST SIDE OF EL CAMINO REAi. AL ONG FDIC£ LIN£. RECORD FROM: SAN 0/£00 COUNTY PRECISE SJJRvf:Y LEVELS {R.S 1800-1) ELEVATION: 296.48 OATVM: U.SC. ,t G.S FOR CONllNUAllON SEE SHEET J DRAINAGE INLET·-~ RUD? CARTR/{)CE (};! 1 X FF=294.60 PAD=293.85 • T'/P 0 Ali'fA OIIA1N T(;=29J.J5 Cz288.J5 Ali'fA ORAIN T(;=29JJI /£=288.55 FOSSIL Fil TER /NSTALLA noN NOTE: I. REMOVE INLET f;RA TING AND AIEASJJRE INSIDE DIMENSION OF INLET. 2. CUT FOSSIL F1L TER CORNER SECTIONS TO APPROPRIATE LENGTHS J. CONNECT CORNER SECTIONS TOGETHER AND SET FOSSIL Fil TER INTO INLET {RESTING ON BEARING SURFACE.} I. CUT THE FILTER CARTRl{)CE TO RT FOSSIL FILTER. 5. Pl.ACE END CAP ON ON£ ENO OF Fil TER CARTR/OG£ ANO Fill IJNIT FRO/I MN mo l'tf TH ABSORBENT. C=288. T L 6. Pl.ACE OTHER ENO CAP ON Fil TER CARTRIDGE ANO PLACE FILLED FOSSIL FIL TEA DE Al IJNIT INTO TH[ INSTALLED FOSSH. Fil TER. INSTALLATION IS COMPLETE. NOT TO SCALE STORM DRAIN DATA TABLE SEE SHEET J FOR STORM DRAIN OA TA TABlE ~ PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 9 212 7 Ph. (858) 376-3444 Fax: (858) 376-3555 ANDR[W J. KANN R.C. , 50940 1~".\.0S: DAT[ MY R[G/SffiA nON EXPIRES 9-30-05 X 296.//T(; Ali'fA DRAIN 1(;=294.50 1£=288.79 PPE DATE INITIAL ENGINEER OF WORK ~_'k;;:{;>(_"'f FOR CONllNUA llON SEE SHEET 4 , .4S-8{)1LT /1\ DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL . ~ ·" -0 10 20 40 60 ~ ~ GRAPHICAL SCALE ' • '',,,,"", \-\ I ' ' ' ', \ ' \ \ \ I , X X X NOTES: 1. ACUSS AISLES DEXNEO l'ITH TRAmC INDEX OF 5.0 TO CITY STANOAROS 2. QIJANTJT/£S SHOUN HEJ/EON ARE EST/MA TES FOR PE:RMITT/NG PURPOSES OM. r ANO ARE NOT TO 8£ IJSED FOR FINAL CONTRACTOR PAY QIJANTJT/£S. "AS BUILT" _(l~ ,ll<dMth 3!'1/4~ RCE Sd/40 EXP. '1/J0/0'1 DATE 15P EWED BY: ~ ~~--~9 ~~lwr PECTOR ~ DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 GRADING & EROSION CONTROL PLANS FOR: CARLSBAD RESEARCH CENTER PAR. 3&4, C.O.C. CE 04-10 CARLSBAD TRACT 65-24 APPROVED LLOYD B. HUBBS~Y' ,,4-..&_ ,_,,,:;e .e,. 1,4/~ ~tt' CITY ENGINEER 7PE 23889'EXPIRES 12/31105 A Dl'IN BY:~ I I DRAWING NO. DATE INlllAL PROJECT NO. CHKD BY: .. MS 03-09 CITY APPROVAL RYWD BY: 427-9A ., r "' w E a .., .., :; ,,, o "' 0 I "' I " "' • ~ .,; 0 a. C> .., :8 -111111111111 EROSION CONTROL NOTES. /. IN CA.SC EMERGENCY OORK IS REQUIRED,CONTACT KEN SATTERI.EE O KENTOO. llC (PHONE NUMBER) (858) 535-3808 2. EQUIPMENT AND OORKERS FOR EMERGENCY OORK SHALL 8E MAD£ A VA/lABI..£ AT All TIMES DURING T11E RAINY .SCASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA T/ONS TO FAC/l/TA TE RAP/I) CONSTRUCTION OF TEMPORARY D£VICES WHEN RAIN IS IMMINENT. J. D£VICES SHOl+N ON PLANS SHALL NOT BE MOVED OR MODIFIED 'IITHOIJT THE APPROVAL OF THE ENGINEERING IN SPEC TOR. 4. THE CONTRACTOR SHALL RESTORE All EROSION CON!ROl. DEVICES TD WORKING ORDER T() T11E SATISFACTION OF THE CITY ENGINEER AFTER EACH RIJN-(Tf PRODUCING RAINFALL 5. T11E CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CON!ROl. MEASURES AS MA r 8E REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN C/RCVMSTANCES WH/at MA Y ARISE. 6. THE CONTRACTOR SHALL 8£ RESPONS/81.£ AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PU8l/C !RESPASS ONm AREAS 1+1/ERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONO/ T/ON. 1. ALL EROSION CONTROL MEASURES PROVIDED PER T11E APPROVED GRADING PLAN SHALL BE /NCORPORA TED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SI.OPE AT THE CONa.USION OF EACH OORK/NG OA Y. 9. ALL REMOVA8i.E PROTECTIVE D£VICES SHOl+N SHALL 8£ IN PLACE AT TH£ END OF EACH OORKING DAY ltflEN THE RVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {4<J%}. SILT AND OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL /a ALL CRA ITT BAGS SHALL 8£ BURI.AP T"rP£ '11TH 3/,, INCH MINIMUM A(JGFIEGRA TE. 11. SHOULD GERM/NAT/ON OF HYDROSEEDED SI.OPES FAil TO PROVIDE EFFECT/'£ COVERAGE OF GRADED SI.OPES (90Jf COVERAGE) PRIOR TO NOVEMBER 15; THE SI.OPES SHALL 8£ STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 'l,fl/-1 .SCCTION J5.02J OF THE EROSION AND 5c0/MENT CON!ROl. HANDBOOK rF Tl/£ DEPART/JENT OF CON.SCRVA T/ON, STA TE OF CAUFORN/A. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTAllED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/RCA TIONS ANO THE FOLLOWING: A. HYDROSEEO/NG SHALL BE APPLIED TO: I. All SI.OPES Tl/AT ARE GRADED 6: I {HORIZONTAL TO VERTICAL) OR STEEPER IM-IEN TIIEY AR£: a. Tl/RE£ FEET OR MORE IN HEIGHT ANO ADJACENT TO A PU8l/C WALL OR STREET. b. ALL SI.OPES -I FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: I 1+1/EN ANY OF THE FOi.LOWiNG CONDITIONS EXIST.· a. NOT SCHEOULEO FOR IMPROVEMENTS{CONS!RUCT/ON OR GENERAL LANDSCAPING) 'rlfTHIN 60 DA YS OF ROUGH GRADING. b. IOENT/F/£0 BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY VIS/81..£ TO THE PUB/JC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER Tl/A T WARRAN TS IMMEDIA TE !REA !MEN T. 8. HYDROS££0£0 AREAS SHALL BE /RR/GA TED IN ACCORDANCE l',fTH Tl/£ FOi.LOWiNG CRITERIA: C. I. All SI.OPES THAT ARE GRADED 6: I OR STEEPER ANO Tl/AT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE !RR/GA TED BY HAND WATERING FROM 0/JICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PR£CIPITA T/ON SPRINKLER HEADS PROVIDING IOOJf COl,fli'AGF. b. GREA T£R Tl/AN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING IOOJf COVERAGF. 2. AREAS SI.OPEC LESS Tl/AN 6: I SHALL 8£ !RR/GA TEO AS APPROVEO BY THE CITY ENGINEER, PRIM TO HYDROSEEDING. THE DEITTOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE !RR/GA TION TO Tl/£ CITY ENGINEER. THE PROPOSAL SHALL 8£ SPEC/RC REGARDING Tl/£ NUMBERS. MES AND COST.S OF THE El.£MENTS OF THE PROPOSED SYSTEM. J. /RR/GA TION SHAlL MAINTAIN THE MOISTURE LEITT OF Tl/£ SOIL AT Tl/£ OPT/MUI.I LEITT FOR Tl/£ GROWTH (F T11E HYDROS££0ED GROWTH. HYDROSEEO/NG MIX SHALL CONSIST OF ALL (F THE FOi.LOWiNG.· I. SEED MIX SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE CF ROSE ClOl,fli' b. 20 lbs. PER ACRE OF ZORRO FTSCUE c. J lbs. PER ACRE OF£ SCHOOi. CIA CALJFORNICA d. 4 lbs. PER ACRE OF ACHILLEA 1.1/LLEFOI.IA e. J lbs. PER ACRE OF Al YSS/JI.I (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF D/MORPHCXECA 9. ITEMS c,d,e, ANO f CF THIS SUBSECTION 1./AY BE OMITTED ON lOCA TIONS 1+1/ERE THE AREA BEING HYDROSEEOED IS NOT VISIBLE FROM EJTIIER A PU8l/C STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST 8£ /NOCULA TED MT/I A NITROGEN RX/NG BACTERIA AND APPL/£0 DRY EITIIER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. All SEED I.IA TERIALS SHALL BE TRANSPORTED T() Tl/£ JOBS/TE IN UNOPENED CONTAINERS llfllf THE CAUFORNIA DEPARll.lENT OF FOOO AND AGR/C/JlTURE CERTIFICATION TAG ATTACHEO TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC i+FmNG AGENTS MAY BE ADD£D TO THE HYDRO.SCED SLURRY AT Tl/£ DISCRETION OF THE CONTRACTOR. 2. TrPE I MULCH APPI.IEO AT THE RATE OF NO LESS /HAN 2000 lbs PER ACRE. TrPE 6 M/Jl.CH {S!RA W) MAY BE SUBSTITUTED, All OR PART, FOR HYDRA/Jl.lCALLY APPLIED RBER MATERIAL 'MIEN STRAW IS USED IT MUST BE ANCHORED TO ll-/£ SLOPE BY MECHANICAll r PUNCHING NO LESS THAN 50Jf OF THE STRAW INTO THE SOIL J. FERTIUZER CONSISTING OF AMMONIUM PHOSPHATE S/JLFATE, 16-20-0. 'MT/I 15Jf 5VLPHUR APPLIED AT Tl/£ RATE OF 500 lbs. PER ACRE D. AREAS TO 8£ HYDROSE£0£0 SHALL 8£ PREPARED PRIOR TO HYDROSEED/NG BY: I. ROUGHENING THE SURFACE TO BE PLAN TEO BY ANY OR A COMB/NATION OF: a. !RACK WALKING SI.OPES STEEPER /HAN 5: I b. HARROllfNG AREAS 6: I OR FLATTER ll-/AT ARE SUfflCIENTL Y FRIABLE. c. RIPPING AREAS THAT Will NOT BREAK UP USING ITEMS a OR b ABOl-f: 2. CONOIT/ON/NG TH£ SOILS SO Tl/AT IT IS S/JITA8i.E FOR PLANTING BY: a. AfMJST/NG THE SURFACE SOil MOISTURE TO PROVIDE A DAMP BUT NOT SA Tl.IRA TED S££0 BED. b. THE AOOITION OF SOil AMENDMENTS. PH AD.JJSTMENT. LEACHING OR COVERING SAUNE SOILS TO PROV/OED VIABI.E CONDITIONS FOR GROWTII. £ HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGORO/.IS GROWTH UNTIL ll-/£ PRMCT JS PERMANENTLY LANDSCAPED OR. FOR AREAS WHERE HYDROSEED/NG IS THE PERMANENT LANDSCAPING. UNTIi. THE PR0£CT IS COMPLETED ANO All BONDS REJ.EASEO. 2 BAGS HIGH 0 LOW POINT ~ 3 BAGS HIGH TYPICAL INLET DETAIL GRAVELBAG DETAILS NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE STANDARD TC-1 MODIFIED AS FOL.LOWS: -METAL SHAKER PlA TES Will BE REQ/JIREO AT All LOCA T/ONS UNLESS SPECIRCAll Y WAIVED BY THE ENGINEERING INSPECTOR DUE TO SITE CONSTRAINTS. -Tl/£ ROCK SIZE SHALL BE 2• MINUS -A FENCE. BARRICADE OR OTIIER DEVICE APPROVED BY THE ENGINEER/NG INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCT/ON TRAFFIC TO THE CONSTRUCT/ON ENTRANCE PARTNERS Planning and Engineering 15938 Bernardo Center Dr .r_.,. C I VI I. ~ San Diego, CA. 92127 _,~ .,,., .. f Of C 11.\\ Ph. (858) 376-3444 /\, Fax: (858) 376-3555 ~ l ) l/flMM :¢1@-~ .. ANDREW J. KANN ~ C.I. 50940 D"AT[ MY REGISTRATION [XPIRES 9-J0-05 PPE /JS-IJ()ll T It\ DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION FOR BAG HEIGHT .t BAG SP ACING SEE EROSION CONTROL NOTE Na 12 R/W R/W GRAVEL/GRAVEL BAGGING ON STREETS NOTE: CATCH BASINS. DES/LT/NG BASINS. SAND BAGS. CHECK DAI.IS AND STORM DRAIN SYSTEMS SHALL 8£ INSTALLED TO THE SA T/SFACTION OF THE CITY ENGINEER. THESE FACIUTIES SHALL BE a.EANED ON DATE A REGULAR BASIS. KEPT FREE OF SOil ACCUMULA T/ON. --~D RRST ROW OF GRAITTBAGS HALF DEPTH ~OPENING AT INLET --~D RRST ROW OF CRAITTBAGS HALF DEPT/I BAG EMBEDDING DETAIL I. SET POSTS AND EXCAVATE A 4 BY 4 IN {10 BY 10 Cl.I) TRENCH UPSI. OPE FRO!./ ANO ALONG THE UNE OF POSTS. 2. STAPLE WIRE FENCING TO Tl/£ POSTS. ----------~ ✓-,:.,.-, ~,....------------~ ~- 4 IN {10 CM) J. ATTACH THE Rl TER FABRIC TO T11E WIRE FENCE AND EXTEND IT IN TO Tl/£ TRENCH. -I. BA CKF/ll AND COMPACT THE EXCA VA TED SOIL 1f) RlTER FABRIC--\' =c.L_--rP' SILT FENCE PREF ABRICA TEO Sil TF£NCE MA 'l8E USED IN U£1J OF IN Pl.ACE CONSTRUCTION. "AS BUil T" ~~ __1U~6' RCE .ScR40 EXP. 't/XJL09 DATE REVIEWED BY: ~ .. ~-Q ~~ t2Jftrl-;,~ INSPECTOR-V-DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 EROSION CONTROL NOTES & DETAIIB FOR: CARLSBAD RESEARCH CENTER PAR 3&4, C.O.C. CE 04-10 CARLSBAD TRACT 85-24 APPROVED L~OYD B. HUBBS <?r ~& 1...V~&;.'~ -"6fF-CITY ENGINEE" Pt "238° EXPIRES 12/31 /05 A DWN BY: _ PROJECT NO. DRAWING NO. INITIAL D~TE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY:-E RVWO BY: MS 03-09 427-9A I. 11~1 ll!ili Jllll _________ ____:_ ___________________ --:------------------------------.§ • BENCH MARK DEXRIP /ION: CONCRETE MONUMENT tlf TH STANOARO DISC STAMPED £CR 15 LOCA nON: soo' SOUTH OF INTERSEC7ION OF El CAMINO REAL ANO PALOMAR AIRPORT ROAD, EAST SIDE OF El CAMINO REAL. ALONG FENCE UN£. · RECORO FROM: SAN 0/ECO COIJNTY PRECISE SIJRvf'I' LEVElS (R.S. 1800-1) £/.EVA7ION: 296.480 OATl/M: U.S.C. ct C.S. FF=292.20 PAD=291.45 2886 )( X .. ._ l/Ji-ll1 2930 X FF=293.60 PAD=292.85 X 288.i .. -.X:?:::. ----- r 295 X X X ...--" •. t;;r:' .. -·--······~ . . . . J~60 PAD=295.85 G'?A ~ (1.iCS PER OETAIL)ON SHEET 6 (TYP) 29.2 {/ X TRUCJ(oli!: 1 MOO TC- i ' ! ,-" \ ,_J \ I X I '-'' J. ,t "'~ -f+6"' '-") ""t' ?-~ -"' ~ No. 50940 Exp 9-30-05 l} ,..,,. C/V\I. ~ ";-r s:,'I' or 01. \\ l,. ANDREW J. KANN 0 IS LEGEND• DESCR/PnON STABH..IZEO CONST. ENTRANCE {MODIFIED TC-I) CRAITTBAGS HYDRO-SEED SLOPE SILT FENCE JO 60 GRAPHICAL SCALE SYMBOL 1· ............ -] .............. . . ' .. , ........ . . . . . . . . . . . . . . . FOR NOTES AND DETAILS SEE PREVIOUS SHEET '"··'~-"' ,{ : • 2964 X c' ..,x-"-='-., • X PARTNERS ''" Planning and Engineering 90 QTY. 3 EA 650 EA 13.200 SF 1,600 SF 15938 Bernardo Center Dr. "AS BUil T" San Diego, CA. 9 212 7 Ph. (858) 376-3444 Jwt~><;/~~~ Fax: (858) 376-3555 ~./16'-' 'l(}/)1/}\.. -%!fY RCE 50"40 EXP. 'f_/.3()Lo'1 DATE / R.C.£ 5194-0 MY REGIS/RA noN EXPIRES 9-,0-05 ~1'<£D BY: .. g-:9-.,.Q aJ/JSL~ CTOR I S~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 EROSION CONTROL PLAN FOR: CARLSBAD RESEARCH CENTER PAR 3&4, C.D.C. CE 04-10 CARLSBAD TRACT 65-24 APPROVED LLOYD B. HUBBS$,....- PP/: .4S-/3/JllT 4,.4 •f c L?" vr~~ ..ad'ft' CITY ENGINEER i/(23559 .• XPIRES 12/31 /05 A /1"\ DWN BY: · PROJECT ~O. DRAWING NO. DAlE INITIAL □Al£ INITIAL □Al£ INITIAL CHKD BY:~ ENGINEER Of WORK REVISION DESCRIPTION CITY APPROVAL MS 03-09 427-9A OTHER APPROVAL RVWD BY: \ \ I I BENCH MARK DESCRIPTION: CONCRE°TE MONUMENT 111-nf STANDARD DISC STAMPED EC/? '5 UXA TION: 500' SOU-nf OF IN-rERSECTION OF a CAMINO R[AL ANO PALOMAR AIRPORT ROAD, EAST SIDE OF a CAMINO RCA/., ALONG FENCE UN£. RECORD FROM: SAN DIEGO COUNTY PRECISE SVR'£Y LEVElS (R.S. 1800-1) a£VATION: 296.48 DATUM: /J.S.C. ,t i;:s ~ W~#&/l~ . ; . . . ·I· ·9.'· .3 ... ·"' . . . . . . ~. FF=292.20 PAD=29l45 □ FOR CONTlNUATlON SEE SHEET 10 0 ~///##/#///#//#//,, 0 ,;;, 1/////////////##////#////,, [;.<'//:LL.££.LLLL.d,"~ 1//////& ··· ii .. · L\=----- 0 ·"""·"" ..... : . w □ FF=294.60 PAD=293.85 -w.. .<;_r"'~::1.~-;~-------- ~ _J~~"""'~ --------0--- .. • I . . . -. ·- • I ~ i~ "' PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 5• P'IC rs. (c900-a200) FF=293.60 PAD=292.85 ---e---- .. """ _.." ···•-'""" __ ,_. ___ ,. .. -•-'" .. ----·· ? I I I Ji I I I 20' •""" .. ""'" ..... "' " . ,, ... I \ I I ,I I I I ,\, \" - ~ \__ ~' \_..- ~··f I ... -__ _.. ,., . ....... •"'" . -·• . ··". .. . ..• -\ : •-"" -, .. ·••"' --~ ----· ,. . .-•"'" .... . "">-··· -··· . . , ... .-- ,_ " ~---l,;f .. ---· ,, ' ',-'•, ,, . ; '·· ·, 1 ' • il I <. ,---, ' ' )--✓ '· . ., f """"'-1 .. FFc AS·-BVllT /1\ DATE INITIAL 0 ~ ·" -~ v; 10 20 40 60 GRAPHICAL SCALE LEQEND: PROPERTY UN£/ PRO.ECT 80/JNOARY . (j) 6' CURB . . . . . . .. . . . . . . . @ 6' CURB et GUTTER ..... @ PCC J' WIDE RIBBON GU rTER. ---- -:te (!) PVMT. SECTION (LIGHT}: STALLS Tl=.f..5 (MIN 4)v/,C OVER ,. Cl.ASS 2 AB . LI~··_. ~~-....c-··•c....JI 32,320 SF @ PVMT. SECTION (HEAVY): A/SI.ES Tl=5.0 (MIN 41/6~C OVER 1-' Cl.A~,?~~. -~ JZ.130 SF @ PARKING STRIPE/1-IANOICAP (]) PA '£MENT CONCREl'E . . .SE£ OETAH.. .. .7.5' PCC ....... . £LEV. HANO/CAP SYM80/. Ptf rrP o/" PER SORSO M-29 ~=4====.=at-:A-BUMPER 0/SAB/.EO PARKING SIGN SORSO U-28 ~~ ti-i---PER Pl.AN ~~ 11--r-PER PLAN Pl.AN-·- 2:f MAX. SI.OPE --ll 1-GUTTER 4• OBl IIHll'E /'-2' APART PER SORSO G-2 (rrP) -1• OBl ilHll'E 1'-2' APART PER SORSO G-2 ll===±=±==(rrP) 4• IIHll'E (rrP) • .1£,lX SI.OPE NOT TO EXCEED 2:f IN ANY PARKING SPACE STRf'JNG INTERIOR PARKING LOT NTS NOTE: STATE HEALTH ANO SAFETY COO£ SECllON 17921.9 BANS THE USE OF CHLORINA TEO POL n1'N>1 CHLORIOE{CP'vf:) FOR INTU?IOR-SIJPPL Y WATER. "AS BUil T" ~I#.._ .:,/~-bs • ~ EXP. 'f/30/0'f DATE ~BY: g52_ @ D.'lµ~L-,-,,aZ R DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 HORIZONTAL CONTROL PLANS FOR: CARLSBAD RESEARCH CENTER PAR. 3&4, c.o.c. CE 04-10 CARL'!BAD TRACT 85-24 APPROVED LLOYD B. HUBBS (1Y Ar-,< e..,_;e .d, ~~·c,;..{ J,~ !cnY ENGINEERt°fE 23889 EXPIRES 12L317os · DWN BY: _ DATE PROJECT NO. INll'.AL DATE INITIAL ANDREW~ :td\.C.i~ 1\\~~{ ENGINEER Of WORK REVISION DESCRIPTION OTI,ER APPROVAL CITY APPROVAL CHKD BY:~ RVWO BY: MS 03-09 ~~ }A MY REGISTRAnON EXP!Rf.S 9-J0-05 -V, w E 0 "' .., .. ~ 0 "' 0 I "' I " "' • "' :8 13 "' :g )\\~~\ ·! ---------------------------------------------------------------------------------. ~ i:l ? I I I I ~ I I I 20 t I '.___J--0 -e- ~L---.,· .. __ ::-=:;.:·::-~·-__ ... - · 79+00 . . I .... BENCH MARK OESCRIPIION: CONCRETE MONUMENT 'NTH STANDARD DISC STAMPED ECR 15 LOCATION: 500' SOUTH OF /Nll:RSECI/ON OF EL CAMINO REAL AND PALOMAR AIRPORT ROAD, EAST SIOE OF EL CAMINO REAi., ALONG FENCE LINE. RECORD FROM: SAN DIEGO CO/JNTI' PRECISE SURVEY LEVELS {R.S. 1800-1) ELEVA I/ON: 296. 48 DA /UM;, IJ. S. C. ,t G. S. □ I FOR CONTINUA TlON SEE SHEET 10 s: FF=296.60 PAD=295.85 ! / ~. ___ .,_j 0 ; ~\ \-, ., ' ,/ ' '-,. _ _,,..,,",) PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 1lt~!us: \ DATE /JY REGIS/RA noN [XPIR£S 9-30-05 ) --' --' )'i .. \ r , . \ ~-.. -""./ \ '. ' \ ~---\ ....... , r✓·~·✓ \ / '\, ~\ \ ~-- DATE \ ' \ .) .. 5-l.\:. \ \•·'-v \),(::- \\ \ f'P€ INITIAL ENGINEER Of WORK \ : \ < '.' 'x' ·, ( \ ,. .. ) \ ' ' t , .. '\ ,--,: ' ~ ; \ \_\.--1. ~ \ '-...,};_.~·" 0 10 ,4S-8UI/..T /fl. REVISION DESCRIPTION 20 40 60 GRAPHICAL SCALE DATE iNl-nAL DATE INITIAL OTHER APPROVAL CITY APPROVAL "AS BUil T" /Lb4-~ ?/?/?'~ RCE 50'f4<J EXP. '!I.Jo/2'1 DATE ~BY: ~{) $~-f:8Lcu71&"6 INSPECTO --DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 HORIZONTAL CONTROL PLANS FOR: CARLSBAD RESEARCH CENTER PAR. 3&4, C.O.C. CE 04-10 CARLSBAD TRACT 86-24 APPROVED LLOYD B. HUBBS/I A·4 1 --:t::AP: "v:~ ~~ CITY ENGINEERl'pE 2388-;-• EXPIRES 12/31/05-A OWN 9Y: -~ PROJECT NO. ORA\IING NO. CHKO BY: RVWD BY: MS 03-09 427-9A "' 0 I "' I " 1\,111 ' J I -------l I i i 311.15'.- .. ' .. ·,· . . . ,·.·.·~-:-.· ~~- FF=292.20 PAD=291.45 •" ~---::: ''., ,-N □ ~\ j;\J r Jj ~~ _ Pl,£' /f!R SX'V ~ BENCH MARK DESCRIPTION: CONCRElE: MONUMENT l!f/H STANDARD DISC STAMPED ECR 15 LOCATION: 500' SOIJIH OF INTrRSECTION OF a CAMINO REAL AND PALOMAR AIRPORT ROAD, EAST SIDE OF a CAMINO REAL, ALONG FENCE UN£. RECORD FROM: SAN DIEGO COIJNTY PRECISE SIJR'IEY LEVELS (R.S. 1800-1) filVA TION: 296. 48 DA TUM: U.S. C. ,t G. S. w s V ~: '·1\ ••~ ,N •• ,r -~N----; ,,,,•~• -:,_.,,..-,.,., ,~ -·· -····· 0 □ FF=294.60 PAD=293.85 ''\ !' /" ); A•' ' -~-. -,-,__i·-·~···---;-, .. --+--.-. ,-____ -·_·_-~,;:~_~: .... " } ----· ? I I I I ~ I I I 20· 5" pi,r; FS. (C900-Cl200) PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 ('\ } \( Fax: (858) 376-3555 \1~}-~ _\ ~Wf\. .1\tq_lr11 ANDREW J. KANN "R.C.E. 50940 \ DATE MY RE.GISrRATION [XP/R£S Q-J0-05 ' ' ... ' ' '' .. ' .· .. '' D ( r // > FF=296.60 PAD=29585 , PP€ DATE INITIAL ENGINEER Of \YORK '. ,.;.j ,Aj ;··, .. ;/ \ 4S-8UllT '1" FOR CONllNUA 170N SEE SHEET 9 ' DATE INITIAL REVISION DESCRIPTION O11,ER APPROVAL DATE INITIAL CITY APPROVAL ~ ,11 -0 10 8 ~ 20 40 GRAPHICAL SCA!£ 60 \ (\ \\ \\ /"\\ \ \ • o· -\., \ , . . -,---~ ' '. ' .. . . . . ' ' \ ,-' ·. ·, '·-• ' \ "AS BUil T" a~ic(Z/ffl ~/#8 RCE SO~<l_O --;_ ~/30/__al_ DATE ~OBY: ·a~ cC&-: f!:l&-/?f'D! DATE ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT 0 HORIZONTAL CONTROL PLANS FOR: CARLSBAD RESEARCH CENTER PAR 3&4, C.O.C. CE 04-10 CARLSBAD TRACT 65-24 APPROVED LLOYD B. HUBBS ,JY ~ £/ vt:1/~_d -%'~ CITY ENGINEEIYPE 2388 EXPIRES 12/31 /05 A OWN BY: _ -PROJECT NO. DRAl 11NG NO. CHKD BY:~ RYWD BY: MS 03-09 427-9A • :;, "' § ~ N cii 0 :3 I m I ~ m • ~ 0 ~ il 0 :E __., G) 0 0 ~ _, I\) -·· o: ...... I "0 )> lllllill'I!!