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HomeMy WebLinkAboutDWG 431-5A; SDP 05-02; CARLSBAD RESEACH CENTER LOT 6; 01-08GRADING NOTES (IN AOD/TION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COO£.) 1. THIS Pl.AN SUPERSEDES All OTHER PLANS PREVIOUSl.Y APPROVED er THE CITY OF CARf..SBAO REGARDING GRAO/N(; SHO'MI ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OH WA/1,f" ANY PORTION OF TH£ CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LIS7"£J) HmtON AS THEY MAY PERTAIN TO THIS PRO.ECT. TH£ £NG/N££R IN RESPONSIBI..£ CHARGE SHALL REVISE THESE PLANS l'tHEN NON-CONFORMANCE IS DISCOVl::REO. .I CITY APPROVAL OF PLANS DOES NOT REL/£1,f" TH£ DEV£l.OP£R OR £NGIN££R-OF- OORK FROM RESPONSIBll/TY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. All PLAN REVISIONS SHALL 8£ PROMP'fl. Y SUBMITTED TO TH£ CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL B£ R£QUIR£0 FOR ANY Htl'i'K IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICA 7£ OF INSURANCE MUST 8£ FIL£0 NAM/N(; TH£ CITY OF CARLS{JAO AS AN ADDITIONAL INSURED ON TH£ P£RMIT7££'S POI.ICY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCURRENCE OF LIABll/TY. THE INSURANCE COMPANY WRITING TH£ POI.ICY MUST HA~ A RA TING OF "A-• OR BETTER ANO A SIZ£ CA 7EGORY OF CLASS V OR BETTER AS ESTABLISHED er 'BESTS" KEY RA TING GU/0£. 5: UNLESS £X£MP7£0 er SECTION 30l.(b)5 OF THE UNIFORM BUILDING CODE. RETAINING WALLS OUTSIDE OF PUB/.J(r RIGHT OF WAY R£QIJIR£ SEPARATE PERMITS FROM TH£ BUILDING DEPARTMENT. 6. NO WORK SHALL 8£ COMMENCED UNTIL All PERMITS HA V£ 8££N OBTAINEO FROM THE CITY ANO OTHER APPROPR/A 7£ AGENCIES. 1. APPROVAL OF TH£S£ PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY OORK OR GRAO/N(; TO 8£ PERFORMED UNTIL THE PROPERTY OWNER's PERMISSION HAS BE£N OBTA/N£0 ANO A VALIO GRADING PERMIT HAS BEEN /SSU£0. 8. NO REVISIONS Will 8£ MAD£ TO THESE PLANS WI TH OUT THE WRITTEN APPROVAL OF THE CITY £NG/NEER. N07"£J) WITHIN TH£ REVISION Bl.Oct<. ON TH£ APPROPRIATE SHEET OF TH£ PLANS.ANO TH£ Tin.£ SHEET. 9. ORIGINAL ORA WINGS. SHALL BECOME TH£ PROPERTY OF THE CITY UPON BEING SIGNED BY TH£ CITY ENGINEER. 10. THE ORIGINAL ORAWNG SHALL B£ REV/SEO TO R£f1£CT AS-BUILT CONDITIONS er TH£ ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE IIORK BY THE CITY. 11. ACCBS FOR RR£ ANO OTHER EMERGENCY l,f"H/CL£S SHALL 8£ MAINTAINEO TO TH£ PRO.ECT SIT£ AT ALL TIMES OUR/NG CONSTRUCTION. 12. ltH£R£ TRENCHES AR£ 'rllTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: {A) SUMMARY SHEET, {B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURl,£"5; SHALL 8£ SU8M/T7"£J) er A PROFESSIONAL ENGINEER OF fH£ STAT( OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ REJ..O OF APPLIED SOILS MECHANICS. THE SOILS REPORT ilfLL B£ SUBMITTED TO TH£ CITY £NG/NEERING INSPECTOR 'rll'THIN TWO WORKING DA )5' OF 'TH£ COMPlETION OF R£U) TESTS. I.I A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENOA TIONS OU'fl./NEO IN 'TH£ SOILS REPORT IS REQUIREO PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTR0/..L£0 GRADING SHALL 8£ DON£ UNDER TH£ DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA 7£ OF CALIFORNIA PR/NC/PALLY 00/NG BUSINESS IN THE REJ..O OF APPUEO SOILS MECHANICS. All FILL OR FUTURE FILL AREAS SHALL B£ CONSTRUC7£0 IN ACCORDANCE 'rll'TH TH£ CITY OF CARf..SBAO STANDARD SPEC/RCA TIONS AN{) 'THE • EAR'lllm:JRK SPEC/RCA TIONS • A TTACHEO TO TH£ PRBJMINARY SOILS /Nl,f"ST/CA TION. DAILY FIE/..0 COMPACTION REPORTS Will B£ SUBM/T7£0 TO THE PRO.ECT INSPECTOR. 14. A PRfCONSlTWCTIQN MEET/NG SHALL BE HELD AT THE S17E PR/QR TQ THE BEGINNING Of PK AND SHAii Bf A UFNDFQ BY All RFPRESfN[A TJWS R£SPONSJBL£ FOR CONSTRI/CTION. INSPECTION, SUPERVISION. TESll@ AND ALL QTHFI? ASPECTS Of TH£ HQRK TH£ CONTRACTOR SHALL REQUEST A PRECONSTRL/CTION MEETING BY CALUNG THE INSPECTION LINE AT (760) 436-3891 AT LEAST RV£ (5) WORKING DA rS' PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN 8£ CONTACT£0 BT THE PRo.£CT INSPECTOR TO COOROINAT£ A OAT£ ANO TIME FOR THE PRECONSTRUCTION MEETING. APPROl,f"O DRAWINGS /,/UST B£ AVAILABL£ PRIOR TO SCHEO/JLING. TH£ GRAO/NG PERMIT Will B£ PRO',IOEO er TH£ PRO.ECT INSPECTOR AT TH£ MEETING. 15. ALL INSPECTION REQUESTS OT/1£R 'THAN FOR PRECONSTRUCTION MEETING ilfLL 8£ MADF BY CAIi/NG TIIF [NGINFFRING 24 HOUR INSPECTION RFO/JFST /INF AT {760) ,{38-3891. INSPECTION REQUESTS MUST BE RECE/1,f"O PR/Off TO z·oa P.M. ON TH£ OA Y BEFORE 'Tl/£ INSPECTION IS N££0£0. INSPECTIONS Will B£ MAO£ 'Tl/£ NEXT WORK DAY UNLESS '/'OU REQUEST OTHER/HS£. REQUESTS MAO£ AFTER 2: 00 P.M. WILL 8£ SCH£0Ul£0 FOR 00 FULL WORK DA >5' LA TER. 16. Tl/£ OWNER AND/OH APPLICANT THROUGH Tl/£ DEV£l.OP£R ANO/OH CONTRACTOR SHALL DESIGN, CONSTRLICT ANO MAINTAIN All SAFETY DEVICES. INCLUDING SHORING, ANO SHALL 8£ SOLEL '/' RESPONSIBL£ FOR CONFORMING TO All LOCAL, STATF ANO FEDERAL SAFETY ANO HEALTH STANDARDS. LAIIS ANO REGIJLATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 er SUBMlmNG A DETAIL PLAN TO TH£ CITY £NG/N££R ANO/OR CONCERNED AG£NC'/' SHOWING TH£ DESIGN OF SHORING, BRAC/N(; SI.OPING OR OTHER PROVISIONS TO B£ MAO£ OF IIORKER PROTFCTION FRO/,/ TH£ HAZARD OF CAVING GROUND OUR/NG TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIP£ INSTALLATION 'THEREIN. 'THIS PlAN MUST 8£ PREPARED FOR All TRENCHES RV[ FEET (5J OR MORE IN DEPTH ANO APPROl,f"O B'/' THE CIT'/' ENGINEER AND/OR CONCERNED AGENC'/' PRIOR TO £XCA VA TION. IF THE PLAN VARIES FROl,I THE SHQR!NQ S~7EAI STANDARDS ESTABLISHED BY THE CONSTRLICTION SAFETY ORDERS. Tl'ftE 8 CALIFORNIA AOM/NISTRA i/Vf COD£. TH£ PLAN SHALL B£ PREPARED BY A R[GISTfRED £NGIN/TR AT THE CONTRACTORS EXPENSE, A COPY OF TH£ OSHA D'CA VA TION PERMIT MUST B£ SUBMIT7"£J) TO THE INSPECTOR PRIOR TO D'CA VA TION. 18. NO BI..AST/N(; SHALL 8£ PERFOR/1£0 UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FRO/I TH£ CITY OF CARLSBAD. SUBMIT APPLICATION FOR BI..AST/NfJ PERMIT ~LL IN AO VANCE OF THE SCHEOIJIJNG OF Bl.ASTIN(; OPERATIONS. 19. IF AN'/' ARCHAEOLOGICAL RESOURCES AR£ 0/SCOVEREO W'THIN ANY IHl'i'K AREA DURING CONSTRUCTION, OPERATIONS IHLL CEASE IMMEDIA TEI. 'I'. ANO THE PER/1/Tlff Will NOTIFY TH£ CITY ENGINEER. OPERATIONS Will NOT RESTART UNTIL TH£ PERM/Tlff HAS RECEIVED WRIT7£N AUTHORITY FROM THE CITY £NG/NEER TO 00 SO. 20. All OPERATIONS CONDLIC7£0 ON THE S/7£ OR ADJACENT THERETO, /Na.UOING WARMING LIP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO AN'/' OTHER ASSOC/A T£0 GRADING EQUIPMENT SHALL 8£ UM! 7£0 TO THE PERIOD 8£TfffIN 7.· 00 A. M. ANO SUNSET EACH DA r. MONDA r 'Tl/RU FRIDA r ANO NO £ARTHMOV/N(; OH GRADING OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HO/.IOA IS (A UST OF CITY HOLIOA >5' /S A VAILABt.£ AT THE £NG/NEERING DEPARTMENT COUNTER.) 21. All OFF-SITF HA/IL ROUTES SHALL B£ SUBMIT7£0 BY TH£ CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL THO RJ/..l WORK/NfJ DA rS' PRIOR TO BEGINN/NfJ OF Hl?RK. 22. IMPORT MATER/Al SHALL 8£ OBTAINED FROM. ANO WAST£ MA TFRIAL SHALL B£ DEPOSITED A,; A SIT£ APPRO'ff:O B'/' THE CITY ENGINEER. THE CONTRACTOR SHALL 8£ RESPONS/81.£ FOR AN'/' DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STREETS AS A RES/JLT OF THE GRADING OPERATION. 2.1 BRUSH SHALL 8£ RE/.10'-f:0 ONLY W'THIN TH£ ARO! TO BE GRADED. NO TREES AR£ TO 8£ REMOl,f"f} UNLESS SPECIRCALL Y NOTED ON THE PLAN. 24. All AREAS SHALL 8£ GRADED TO DRAIN. GRAD/NfJ RES/JL TING IN 'THE POND/NfJ OF WATER IS NOT PERMIT7£0. All EARTHEN SWALES ANO DITCHES SHALL HAVE A /./IN/MUM ON£ PERCENT 51.0PE. CONTRACTOR'S NOTE 25: THESE Pl.ANS AR£ SUB.ECT TO A SIGNED ANO APPROl,f"O SET OF EROSION CONTROL PLANS. EROSION CONTROi.. SHALL BE AS SHOWN ANO AS APPROVED er TH£ CITY ENGINEER OR AS DIRECTED BY THE PROECT INSPECTOR. · 26. All st.OPES SHALL B£ TRIMMED TO A RN/SH GRAD£ TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SIT£ SHAU.. BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER OEBRIS SHALL B£ REMO'ff:O ANO DISPOSED OF AT A Sil( APPRO'IFO OF er TH£ CITY ENGINEER. 21. All st.OPES SHALL 8£ /RR/GA 7"£1), STAB/l/ZEO, PLANTED ANO/OR H'tDROS££0£0 WITHIN TEN {10) OA >5' OF THE TIME WHEN EACH 51.0PE IS BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON All st.OP[S ANO PADS AS REQUIRED er 'TH£ CITY OF CARf..SBAO LANDSCAPE MANUAL. TH£ LANDSCAPING PLANS FOR THIS PRO,ECT, ORAilfNG NO. AND/OR AS 0/RECTEO er THE CITY ENGINEER OR PLANNING DIRECTOR. 29. TH£ OWNER/APPLICANT SHALL INSURE 'Tl/Ar All CON'f/?ACTORS SHALL COOROINA 7£ THE OORK OF THESE GRADING PLANS '111TH THAT SHOWN ON BO'TH TH£ LANDSCAPE ANO /RR/GA TION PLANS ANO TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS llfJRK IN ACCORDANCE 111TH THE LANDSCAPE MANUAL TIME REQIJIREM£NTS. 30. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETF PIP£ J+1TH A MINIMUM 0-LOAO OF 1,35a FOR PRIVATE: STORA/ DRAIN PIPES, LIP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED '111TH 3/4" ROCK PER SDRSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANOARO 3034 FOR SOR 35 SOI.ID WALL PIP£. 31. ltHERE AN EXISTING PIPE UN£ IS TO 8£ ABANOONEO AS A RES/IL T OF 'THE GRADING OPERATION, IT SHALL 8£ RE/.101,f"f} WTHIN rnt:NTY FEET OF BU/LO/NG OH STR££T AREAS ANO REPLACED '111TH PROPERLY COMPAC7"£J) SOILS. IN OTHER AREAS TH£ PIPE ilfll 8£ PLUGGED IH'TH CONCRETE OR REMOl,f"f} AS APPROl,f"O er TH£ Cl TY £NG/NEER. 32. THE CONTRACTOR SHALL l,f"R/FY THE LOCA noN OF All EXISTING FACIUTIES {ABOVE GROUND ANO UNDER GROUND) W'THIN THE PRO.ECT SIT£ SUFFIC/EN'fl. Y AHEAD OF GRADING TO PERMIT THE R£',IS/ON OF THE GRADING PLANS IF IT IS FOUND THAT Tl/£ ACTUAL LOCATIONS AR£ IN CONRJCT 'rll'TH THE PROPOSED m:Jli'K. 3.1 'TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST 2 F/JLL OORKING OA )5' PRIOR TO STARTING GRADING NEAR THEIR FAC/Ull£S ANO SHALL COOROINA 7£ TH£ OORK 111TH A CO!.IPAN'/' REPRESENTATIVE. UNOERGROUNO SERVICE ALERT (800)422-4133 SOGrlt£ (800)660-7343 5.8. C. (800)892-0123 ADELPHIA CABLEVISION {760)438-7741 CITY OF CARLSBAO(STREETS <t STORM DRAIN) (760)434-2980 'CARLSBAD MINIC/PAL WATER DISTRICT {SWR, ~ <t RECL WTR) (760)438-2122 •SAN O/£GUITO WATER DISTRICT h76~63J-2650 • LEUCADIA WASTFWA 7£R DISTRICT 160 753-0155 • VALLEC/TOS WA ll:R DISTRICT 760 744-0460 • OL/VENHAIN WATER DISTRICT {760)753-6466 'BUENA SANITATION DISTRICT {760}726-TJ40 1'S APPROPRIA 7£ 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING-'TH£ APPLICANT HIRES A CIVIL ENGINEER. SO/lS ENGIN££R. ANO/OR GEOLOGIST TO GIVE TECHNICAL ADV/ct; OBSERl,f" ANO CONTROL THE m:JRK IN PROGRESS /15.16.120.8/ CARLSBAD MUNICIPAL COD£. B. PRIOR 1V RNAL APPROVAL CF A GRAO/N(l PERMIT-THE FOLLOWING REPORTS MUST B£ SU8M/T7"£J) TO 'TH£ CITY ENGINEER VIA THE PRO.ECT INSPECTOR /15. 16.120.9 <t 10} CARf..SBAO MUNICIPAL COO£: (I) RNAL REPORT er SUPERVISING GRADING £NG/NEER STA TING All GRADING IS COMPLETE. All EROSION CONTROL. SLOP£ PLANTING ANO IRRICA TION AR£ INSTAUEO IN CONFORMANCE W'TH CITY COO£ ANO TH£ APPROVED Pl.ANS {OBTAIN SAMPLE OF COMPLIANCE LETTER FRO/,/ CITY £NGINEER/NfJ DEPARTMENT). (2) AS-BUil T GRADING PI..AN. (3) REPORT FROM 'THE SO/lS £NG/NEER. 1+1/ICH /Na.UOES R£COMM£ND£0 SOil BEARING CAPAC/T/£5, A STATEMENT AS TO TH£ EXPANSIVE QUALITY OF THE SOIi., ANO SUMMARIES OF R£LO ANO lABORA TORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STATEM£NT er TH£ SOILS £NG/NEER THAT THE GRADING WAS OONE IN ACCORDANCE W'TH THE REQUIREMENTS ANO RECOMMENDATIONS OU'fl./NEO IN 'Tl/£ PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN. IF REQUIRED er 'TH£ CITY. 35: UNLESS A GRADING PERMIT FOR THIS PROECT IS ISSUED Wl'THIN ON£ (1) l£AR AFTER 'TH£ CITY ENGINEER'S APPROVAL. 'll/£5£ PLANS MAY BE R£QUIR£0 TO 8£ R£SUBMIT7£0 FOR PLANCHECK. PLANCHECK FEES /Hll BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT Tl'fl.ED REPORT OF GE07£CHNICAL /Nl,f"ST/GA TION CARLSBAD RESEARCH CENTER LOT 6 CARLSBAD, CALIFORNIA. PREPARED 8'1': GECON INCORPORA TEO DA 7£0.• FEBRUARY 2J, 2005 ALL GRADING SHALL BE OONE IN ACCORDANCE '111TH 'TH£ RECOMMENOA TIONS SPEC/RCA TIONS CONTAINED IN SAID SOILS REPORT. LEGAL DESCRIPTION LOT 6 OF C. T. 81-10 UNIT I, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA 7£ OF CA/JFORNIA, ACCORDING TO 'TH£ MAP THEREOF NO. 10330 Rl£ IN THE OFRCE OF 'TH£ COUNTY RECORDER OF SAN O/£GO COUNTY ON FEBRUAR'/' 18. 1982 AS Rl£ NO. 82-0#773 O.R. SOILS ENGINEER'S CEATIFICA TE 1, PA-A! T, /1/AW /er~. A REGISTERED GEOTECHNtcAL ENGINEER OF 'TH£ STA 7£ OF'cAUFORNIA, PR/NC/PALLY DOING BUSINESS IN 'TH£ F/£1..0 OF APPLIED SOILS MECHANICS, HERESY CER TIF'/' 'THA T A SAMPLING ANO STUDY OF TH£ SOIL CONDITIONS PREVAl£NT Wl'THIN 'THIS Sil( WAS MAO£ er M£ OH UNOER MY 0/RECTIC!!!, B£T'l,f:EN _. TH£0A7£SOFI-Zo-o;r ANO•&-Z3-o.;, . TWO COPIES OF THE SOILS REPORT COMP/11!0 FRO/./ THIS STUD 'I'. /If 'TH MY RECOMMENOA TIONS, HAS BEEN SUB/.1/TlEO TO 'THE OFFICE OF TH£ CITY ENGINEER. <= :=> · SIGNED: R.G.£ NO.: OATE: LICENSE EXP/RATION DA 7£: CELSOC IMPORTANT NOTICE Section 4216 of the Government SPECIAL NOTES TH£ FO/..LOWNG NOTES AR£ PROVIDED TO G/1,f" DIRECTIONS TO THE CON'!RACTOR er TH£ £NG/NEER OF m:Jli'K. THE CITY ENGINEER'S SIGNA TUR£ ON THESE PLANS DOES NOT CONSTITUTF APPROVAL OF AN'/' OF THESE NOTES. ANO TH£ CITY WILL NOT B£ RESPONSIBLE FOR THEIR ENFORCEMENT. I. NEITHER 'TH£ OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REG/JLATIONS. THE CON'f/?ACTOR SHALL OESIGN. CONSTRUCT ANO MAINTAIN All SAFETY DEVICES, INCLUDING SHORING, ANO SHALL . 8£ SOLEl Y RESPONSIBLE FOR CONFORM/N(; TO All LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL 'TH STANDARDS. LA IIS ANO REG/JLA TIONS. 2. LOCATION ANO El.EVA TION OF 1/./PROVEMENTS TO BE MET B'/' WORK TO 8£ DON£ SHALL BE CONFIRMED B'/' REJ..O MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW IK)RI(. J; BEFORE EXCAVATING FOR THIS CON'!RACT, VER/F'/' LOCATION OF UNDERGROUND UTIUT/£S. 71-1£ EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON 'THESE PLANS HAS BEEN OBTAINED FRO/./ AVAILABLE RECORDS ONL r ANO MA r NOT R£F1.£CT ALL EXISTING UTILITIES. LOCATIONS OF All EXISTING UT/l/TIES SHALL 8£ CONRRMED 8'/' RELO MEASUREMENTS 8'/' CONTRACTOR PRIOR TO CONSTRUCTION OF m:JRK. 4. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT 'TH£ UT/l/TY LINES SHOWN HEREON ANO AN'/' OTHER EXISTING UNES NOT OF RECORO OR SHOWN ON THESE PLANS. 5: l'tHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SO/lS REPORTS SHALL 8£ SUBMITTED TO 'TH£ ENGINEER OF IHl'i'K er A QUAURED SOILS ENGINEER ltHICH CERTIFY' THAT TRENCH BACKRLL WAS COMPACTED AS O/R£C7£0 8'/' TH£ SOILS £NG/NEER IN ACCORDANCE W'TH 71-1£ ON-S/7£ EARTHIWJRK SPECIRCATIONS. • AS 0£RN£0 IN ANO LIM/7£0 IN SECTION 6735:5 OF THE BUSINESS ANO PROFESSIONAL COO£ OF CALIFORNIA. 6. SAFETY FENCES SHALL 8£ PROVIDED BY THE CONTRACTOR l'tHERE REQUIRED B'/' THE Cl TY ENGINEER. 7. OUR/NG ACTIVE CONSTRUCTION, AREAS SHALL 8£ WA TEREO TO REDUCE flJG/Tl'IF OUST. 8. CONTRACTOR TO AOJ/JST ALL PROPOSED ANO EXISTING FACILIT/£S TO GRAD£. 9. CON'!RACTOR TO REM0',1£/REPLACE/RELOCA 7£ All £JUSTING FACILITIES REQUIRED TO INSTALL PROPOSED IMPROl,f"M£NTS. 10. CONTRACTOR TO REMOVE/REPLACEfi?El.OCA 7£ AN'/' LANDSCAPING/HARDSCAP/NG ltHICH CONFLICTS IN ANY WAY W'TH 'THE INSTALLATION OR PROPER FUNCTION/NG OF Tl/£ PROPOSED IMPROVEMENTS. 11. ALL PROPOSED STORM DRAIN FACILITIES AR£ PR/VA 7£ UNLESS OTHERWISE NOTED. 12. REFER TO ARCH/7£Crs PLAN FOR HAROSCAPE LAYOUT <t SPEC/RCA TIONS. IJ: FOR LANDSCAPE ANO IRRIGATION IMPROVEMENTS S££ PLAN RLE NO. 14. 'TH£ CONTRACTOR SHALL BE RESPONSIBL£ FOR V£R/F)1NG TH£ QUANTITl£S SHOWN HEREON ANO BALANCING 71-1£ EARTHOORK ONSITE. IF DISCREPANCIES ARISE. THE ENGINEER OF IIORK SHALL PROVIDE AREAS OF ADJUSTMENT TO 'THE CONTRACTOR. 1+1/£R£ 'TRENCHES AR£ WITHIN EASEMENTS, STREETS, OR 10' OF AN'/' AN'/' BUILDING, SOILS REPORT SHALL 8£ SUBMIT7£0 TO 'TH£ ENGINEER OF IHl'i'K BY A QUAUF/£0 SOILS ENGINEER ltHICH /NO/CA 7£S 'THA T TH£ TRENCH BACKFILL WAS COMPAC7"£J) UNDER 'THE OBSERVATION OF TH£ SOILS ENGINEER ANO IN ACCORDANCE /HTH TH£ EAR'THIIORK SPEC/RCA TIONS. 15. THE CONTRACTOR SHALL 8£ RESPONSIBLE TO INSURE THAT All SI.OPES AR£ BUil T IN ACCORDANCE W'TH 71-IESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OH REJ..O STAKES. TH£ CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY IIORK BY CALLING TH£ ENGINEER AT {858)695-3344. 16. TH£ CONTRACTOR SHAil UNCO'ff:R All UT/l/Tl£S THAT /.IA'/'8£ JOINED, CROSSED, OR PARALLEL TO VERIF'/' BOTH HORIZONTAL ANO 'IFRTICAl LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO 'TH£ ENG/NEER's ATTENTION PRIOR TO CONSTRUCTION. OTHER/HS£ 'THE CON'fRACTOR ACCEPTS FULL RESPONS/8/UTY FOR AN'/' ADDITIONAL CONSTRUCTION OR RELOCATION COSTS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAIN/NG, R£LOCA TING, ANO OR REMOVAL OF EXISTING UTILITIES. 18. TH£ CON'fRACTOH SHALL REPLACE ALL 0£STROl£0 OR OAMAG£0 SURFACE IMPROVEMENT IHTH IMPROVEMENT EQUAL OR SUPERIOR. PROJECT LOCATION 'THIS PRO.ECT IS LOCA 7£0 'rllTH/N ASSESSORS PARCEL NUMBER 212-061-03-00 TH£ CALIFORNIA COORO/NA 7£ INDEX OF THIS PRO.ECT IS: N. 1994 £ 6249 OWNER/DEVELOPER BECKMAN PROPERTIES. INC P.O. BOX 846 SOLANA BEACH, CA, 92075 A TTN. ilfLUA/1 BECKMAN {PRESIDENT} TEL NO. (858} 841-9810 OWNER'S CERTIFICATE I (ijC) HEREBY CERTIFY 'Tl/A T A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS 8££N OR ilfll 8£ RETAINED TO SUPERVISE O'ff:R-All GRAO/NG ACTIVITY ANO AO ',IS£ ON Tl/£ COMPACTION ANO STAB/UT'/' OF THIS Sl7£'d,, ~/~ tJt~~~c 'DECLAAA TION OF RESPONSIBLE CHARGE' I HEREB'/' OECi.ARE THAT I A/./ 'Tl/£ ENGINEER OF IIORK FOR 'THIS PRO,ECT, THAT I HA V£ EXERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF TH£ PROECT AS 0£F/N£0 IN SECTION 6703 OF TH£ BUSINESS ANO PROFESSIONS CODE, ANO 'THAT THE OES/GN IS CONSISTENT W'TH CURRENT STANDARDS. I UNOERSTANO 'THAT THE CHECK OF PRO.ECT ORA ilfNGS ANO SPEC/RCA TIONS BY THE CITY OF CARLSBAD DOES NOT RELIEl,f" ME, AS ENGINEER OF llfJR/C OF MY RESPONS/8/UTIES FOR PRo.£CT OES/GN. RRM: PARTNERS PLANNING ANO £NG/NEERING ADDRESS: _1_59_3'_8_8_'£._RN._Jl_R._'OO_CEi_N_~~"R_OR._._ CITY, STA TE.· SAN DIEGO, CA 92127 TE!£P~£· (858)376-~444 '. 8'1': ~-, 9 ~ ~ ~'-ANDkil J. KAN!( DA TE.· R. C.£ NO.: 50940 ·• REGISTRATION EXP/RATION OA TE: PARTNERS Planning and Engineering Construction contractor agrees that in accordance with generally accepted conatruction practices, construction contractor will be required to assume sole and complete responsibility for Job site conditions during the course of construction of the project, including safety of all persons and property: that this requirement shall be mode to apply continuously and not be limited to ~AFrneLct:9.r;lsJn,a.,.~1.,w,q:', and construction contractor further agrees to defend, indemnify and hold Cit:y 0¥ CCi-rSl50a''1ic'r'mless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from lhe sole negligence of City of Consulting Engineers & Land Surveyors of Californi Code requires 11iat a Dig Alert Identification Number be issued before a 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 ENGINEER'S NOTE UNAUTI-IORIZED CHANGES &: USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. CELSOC Consulting Engineers & Land Surveyors of Cal iforn io "Permit to EKcavate• will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL FREE: 1-800-422-4133 Two working days before you dig Fax: (858) 376-3555 PACIFIC OCEAN DRAINAGE NOTE Project sits. VICINITY MAP NOT TO SCALE CIT'f OF VISTA ROAD THE LOT ORA/NAG£ SHALL 8£ CO/.LEC7£0 AT VARIOUS LOCATIONS BY CATCH BASINS ANO CONVE'tEO VIA PIPE UNDERGROUND FOR DIRECT CONNECTION TO THE EXISTING SrS'TE/.1. PR/VA 7£ STORM DRAIN INLETS SHALL BE RTTEO J+1TH APPROVED POLLUTANT RUN-OFF CONTROL DEVICES. TH£ DEVICES SHALL 8£ FOSSIL RL 7£RS. GRASS SWALES SHALL 8£ UTILIZED AS SHOWN ON 'THESE Pl.ANS. BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS PRo.£CT IS A PORTION OF NOR'THERL '/' LIN£ OF TH£ RIGHT-OF-WA'/' OF FARAOA '/'AVENUE AS SH0/11'1 ON MAP 11810 8£/N(; {N 69Vl'35" W). BENCH MARK DESCRIPTION.· CONCRETE MONUMENT '111TH STANDARD DISC STAMPED ECR 15 LOCATION: 500' SOUTH OF INTFRSECTION OF El CAMINO REAL ANO PALOMAR AIRPORT ROAD, EAST SID£ OF El CAMINO REAL, ALONG FENCE UN£ RECORD FROM.· SAN DIEGO COUNTY PRECISE SURVE'/' LEVELS (R.S. 1800-1) ELEVATION: 296.48 DATU/./: U.S.C. <t GS. 1929 REFERENCE DRAWINGS 221-5. 212-B. 212-BA SOURCE OF TOPOGRAPHY TOPOGRAPH'/' SHOWN ON THESE PLANS PER ALTA/ACSM LANO Tin.£ SURVE'I'. BY POUNTNE'/' ANO ASSOC., OA TEO 03/02/2001. TWOGRAPH'/' SHOl',N HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. SHEET INDEX COl,f"R SHEET DETAILS GRADING PLANS SHEET 1 SHEET 2 SHEET 3-4 SHEET 5-6 SHEET 1-8 EROSIONS CON'fROL PLANS HORIZONTAL CONTROL PLANS UANllllES EAAlHWORKO CUT {TO RN/SH SURFA Fill (TO RN/SH SURFA UNDER CUTS (SEJ..ECT M. REMEJ)/Al GRADING EXPORT CE} = 9,900 er C£) = 12,934 er Jl7£RIAL) = 7096 er = 5,177CY = 4062 er fF>E. .4S-8vu ... -r /1\. " DATE INITIAL WORK TO BE DONE 'THE GRADING IIORK SHALL CONSIST OF 'THE CONSTRUCTION OF All CUTS ANO FILLS, REMEDIAL GRADING, ORA/NAG£ FACIUT/£5, EROSION CONTROi.. FACILITIES. ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T GRADING PLANS. AS-BUil T GEOLOGIC MAPS ANO REPORTS, All AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO TH£ Cl TY STANOAROS. SPEC/RCA TIONS, REQUIREMENTS, RESOI..U TIONS ANO ORDINANCES C/7"£1) ON THESE PLANS. THE GRADING IIORK SHALL BE PERFORMED IN ACCORDANCE 'rll'TH TH£ FO/..lOilfNG DOCUMENTS. CURRENT AT TH£ TIME OF CONS'fRUCTION. AS DIRECTED er THE CITY £NG/NEER. 1. CARI..SBAO MUNICIPAL COO£ 2. CITY OF CARLSBAD STANDARDS .I 'THIS SET OF Pl.ANS. 4. CITY OF CARLSBAD PC/CC RESO/.IL TION NO(S). N/A ~ DA 7£0 __ _ 5. TH£ STANDARD SPECIRCATIONS FOR PUBUC Hl?RKS CONSTRLICTION {GREEN BOOK} 6. SOILS REPORT AND RECOMMENDATIONS er GEOCON INCORPORA7£0 DA TEO FEBRUAR '/' 2-l 2005 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY 8£ MOD/RED BY 'Tl/£ CITY OF CARLSBAD STANDARDS. , 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA 7"£J)~N/,~)I __ 9. £N',1RONM£NTAL APPROVAL DOCUMENTS OA 7£0 N/44 " 10. STORM WATER POLLUTION PR£1,f"NT/ON PLAN {Sl'IPPP) PREPARED BY PARTNERS PLANNING <t £NG/NEERING DA 7£0 01/20/05 111)/0 NQ 937C335810. 11. STORM WAllR MANAGEMENT PLAN (SW/.IP) PREPARED er PARTNERS PLANNING <t £NG/N££RIN~ DA 7£0 03/11/05 12. TH£ CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA). OF STORM WATER BEST /IANAGMENT PRACTICE, CONSTRUCTION HANDBOOK ANO STA 7£ OF CALIFORNIA, DEPT. OF TRANSPORTATION. CONSTRUCTION SIT£ BEST MANAGEMENT PRACTIC£ (8/./P) MANUAL LEGEND DESCRIPTION DWG.NO. SYMBOL QTY. PRMCT BOUNDARY . EXISTING SPOT ELEVATIONS DUSTING CONTOUR. EXISTING TREES ... EXISTING GAS MAIN EXISTING SANITARr SE~R <t /.IANHO/.£ EXISTING WATER . . . . . £XIST7NG WA 7£R . . . . . EXISTING RR£ H'fDRANT ASSEMBI. '/' . EXISTING STORA/ DRAIN EXISTING STORM DRAIN STRUCTURE EXISTING STREIT LIGHT EXISTING CURB <t GUT7£R . CONTOUR. DA 't/.lGHT UM/TS --------- ...--385-----------, El -----I}----- -----0----- WV I ~ -~ . ---+I+----+-- TYPE tl-4' C.0. (PVT) TYP£ Jl' CURB INLET · 0-1, 0-9, 0-11 .----©----2 OI · 0-1, 0-11, 0-12 · TYPE '(;' INLET . . 0-8 . 'F' CATCH BASIN .. 0-7. ;J.'l" XZ'i" SRookS ?,o,c ............................. . STOR/1 DRAIN (12"HOP£}{PVT) . . . . . . D-60 . . . . . . . Cl ~ I EA I £A 2 EA 2 fA 365 LF STORM ORAIN (18"HOPE)(PVT) . 0-60 . ------JTO Lt \0 .:,y, Rlf RAf ("°' 2..ll¥.1<1•~. • ••••••.•.•.•••••. _ . 'D.-'lb.. . . . . . . • _J L, BUILDING FOOTPRINT . . . . . . . . . . . . . . . . . . . . . . . . . o-. -- EARTH SWALE RN/SH FLOOR ELEVATION TOP OF CURB El.EVA TION PAVEMENT ELEVATION TOP OF WALL £LEVA TION FLOWI./NE ELEVATION RN/SHED GRAD£ El.EVA TION CURB <t GUT7£R RIBBON GUTTER . CURB PARKING STALLS . G-2. OETAU.. SHT. 2 . FF-378.00 374.00TC 374.00P 374.00TW 374.00FL 374.00FG 4,800 IF' ' ...... . . . . .. '·;. ,_-4 ,_! ~:·:~ ·•···'.; .•• ;.• 4-20 iF I I I I I I KEYSTONE RETAINING WALL {SEPARA 7£ PERl,f/T REG,'o) . . . ■ w w w w w ■ 175 SF NOT£ I. ACCBS AISLES DESIGNED W'TH TRAFFIC INDEX OF 5. 0 TO CITY STANDARDS. NOTE: QUANTITIES SHOWN HEREON AR£ £Si/MATES FOR PERMtmNr; PURPOSES ONLY ANO AR£ NOT TO B£ USED FOR RNAl CONTRACTOR PAY OUANTIT/£S. ~ NN~ EPARTMENT APPROVAL "AS BUil T" /.,,, DATB:9 /2/ps !1.,.b-.'.1/..:::~ {SIGNED) ASS 18Ti'IN'TPLIIOONG DIRECIOB RCE gtf".ilD EXP.? /J'<£_ 09 • {Z<t ,; , 1siG1u) « DATE: f /Ltjc,,;-. - RE;;,t~:'~"-- RECOllllENDED Bf: ,jl;S,<z!U,, C:~• ,hiiij"'-' A: 1 (l'Rllff INSPECTOR _,, :) /'ftJ/47 DAlE 1~!~.J.z DA I SH,EET I CITY OF CAR~BAD ENGINEERING DEPAR™ f::... I SH~TS I GRADING 8c EROSION CONTROL PLANS FOR: CARLSBAD RESEARCH CENTER LOT6 APPROVED IS, LLOYD B. HUBBS &~.., .. ~, ~~..'.A. -']"f\~ CITY ENGIN--PE239 EXPIRES 12/31/05 A----:- DWN BY: PROJECT NO. DRAWING NO. OATE INITIAL DATE INITIAL CHKD BY: 6~ie SDPOS-02 Ml-SA ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: • 9. 00 -I (J1 )> ' I I I I I I I I I I I • I I I I I I I I I I ' ' I ' ' ' ' ' I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION OF 12' M£TALJ./ ASBESTOS CEMENT ON PLASTIC P. TOP OF PAVEMENT . . 12' CAST IRON GATE CAP ~---;-·....,1-:,;2 .. I 12· • 560-C-3250 CONCRETE PVC PIPE STD. 1/8 BEND CLOSE END WITH CLAY CAP .t GROUT IN PLACE 13 5/6" _J 6" OR USE MECHANICAL JOINT PLUG ,, 1/2" STANDARD W)t' BRANC. TYPE 8 GATE CAP (Heavy Duly) STORM DRAIN CLEANOUT NO SCALE 6" ATRIUII GRATE NDS 80 OR APPROV.---,. EQUIVALENT NOTE: USE FlA T BRASS GRATE FOR LA Im AREAS de HARDSCAP£ CONTRACTOR SHALL SUBMIT FOR APPROVAL t.ox PRIOR TO INSTALLATION. - ADJUST ALL INLETS TO FINAL GRADED GRADES. STANDARD PVC W\'c BRANCH INVERT El.EVA TION (IE) PER PLAN INLET ELEVATION (FG) PER PLAN t.ox '--5• DIAM. RISER PIPE ~ PVC PIPE (SIZE PER PLAN) AREA DRAIN DETAIL NOT TO SCA!.£ NOTE: MANHOLE FLO-GARO INSERT CATCH BASIN (SFI NOTE 6 FOSSIL ROCK All BROOKS BOXES .t ARlil ORAJN SHALL 8£ SET ANO Al)JUSTEO TO GRAD£ AFTER flNAL GRADING ANO HAROSCAPE HAS 8££N CONPlETEO. 1/RB OPENING GVTTER FLOIIUNE GVTTER FLOIIUNE HANDLES !.IED/111.1 /IOll~-L~ FLO-GARO FILTER BODY FILTER BODY.~~ FH. TER BASKET- l/,I SIDE VIEW SCALE: NON£ 3~" X J" ANCHOR BOLT {3 PER SECTION) ANCHOR OETA/l NOTES: 0 20 40 80 GRAPHICAL SCALE FOSSIL FIL TEA FLO-GARD SUPPLEMENTAL INSERT CURB OPENING INLET 120 BENCH MARK I. RO-GARD'" Fil TER BODY SHAU OE 1./ANIJFACTIJRED FROM PETROLEUI./ RESISTANT FIOERGlASS 1'111/CH MEETS OR EXCEEDS PS 15-69. DESCRIPTION: CONCRETE MONUMENT l'tlTH STANDARD DISC STAMPED ECR 15 LOCATION: 50(}' SOUTH OF INTERSECllON OF £L CAMINO REAL AND PALOMAR AIRPORT ROAD, £AST SIDE OF El CAMINO REAi., ALONG FENCE UN£. RECORD Fi/OM: SAN DIEGO COUNTY PRECISE SURVEY LEVELS (R.S. 1800-1) El£VAllON: 296.48 DAW!./: /J.S.C. de G.S. 2. All M£TAL COI.IPONENTS SHAU 8£ STAINLESS STEEi. {TYPE 304) .l REMOVABLE FILTER BASKET SHAU 8£ CONSll?UCTED FRO!./ DURABLE POL YPROP't1.£NE JWVEN MONa:/LAMENT GEOTEXT/l£. ,f., RO-GARD"'FILTER BODY SHAU 8£ SECURED TO CATCH BASIN WALL WTH EXPANSION ANCHOR 80lTS ANO WASHER {SEE DETAIL). S: RO-GARO'"INSERTS ARE AVAILABLE IN 24' OR J(J' LENGTH SECTIONS ANO I.IA Y Bf INSTALLED IN VARIOUS COMB/NA l/ONS {ENO TO END) TO FIT MOST CATCH BASIS MOTHS. 6. FILTER BASKET MAY 8£ REMOVED TH!,?(}IJGH CURB OPENING FOR EASE OF 1./AINTENANCE'. 1. Fil TER MEO/VI.I SHALL 8£ FOSSIL Rot:X' , IN DISPOSABLE POUCHES. INSTALLED ANO MAINTAINED IN ACCORDANCE WTH MANIJFACnJR£R RECOMMENDA l/ONS. ; .... ,..... '• .. : .. : .. ";:·:::.:::-:.-. .. ~ ".. :.:···--:-:··:··" - •• ::::_·::_-,_-::....J-JµTJ • .,.,.. -. KEY MAP KEY MAP LEGEND 1'=40' PARTNERS · Planning and Engineering I 5938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 1'ax: (858) 376-3555 1 DATE MY RfGISTRA nON EXPIRES 9-JD-07 WATER UN£ f1RE HYDRANT ~p£.· DATE INITIAL ENGINEER OF WORK ~ AS-l".V/J:r- /1\ REVISION ¢- '\ \~ \ \\ '\ \\ \\ \ \ \ \ DESCRIPTION \ \ \ \ ~ DATE BAS£ MA TERIAL PER SOILS REPORT RIBBON GlJ I I ER DETAIL NO SCALE "' ! \i! ~ \i! '-' :::; :::; -6" --6" -1.5' • !~ -1-111-7 -I t -,:;j_U, . "11 t r . .4r J I· 6' -'lo 2· HEfK, PLANE 'fNfr .JOINT '·J -I " \ Jr ~ -I 6' • I -I I , __ • t-,._ -, "' • ..,. -""21,--_,_ ,/ . . ' . MODIFIED 6' G-2 CURB Af-0 GUTTER DETAIL NO. 3 INlllAL . NOT TO SCALE NOTES.· I. CONCRETE SHALL 8£ 520-1:-2500. 2. SEE STANDARD 01/f;. G-10 FOR JOINT 0£TA/lS .I SlOPf TOP OF CURB t/,t.' PER FOOT TOWARDS GUTTER RIii 'f' CATCH BASIN n====i"1P£R PLAN SLOPED GRATE ORIFICE DETf:NTION BASIN '8' NO SCALE RIii 'F' CATCH BASIN PER PLAN n===i'7 DETf:NTION BASIN 'D' NO SCALE "AS BUil T" ~~ /t'>fte/47 ' ~w..rho/49 , DATE r-1 REVIEWED BY: ,,1l_4. .... 10/zr/.~ INSPECTOR£ ":) ' DATE I SH;ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARThlENT DET AIU! FOR: CARLSBAD RESEARCH CENTER LOT6 APPROVED: 0 r LLOYD B. HUBBS ~ ,.<.~,? ~~-~.A' Jo/=;r,;,~ CITY ENGINEEffE 238 EXPIRES 12/31/05 D~ - DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: C~!ilP OTHER APPROVAL CITY APPROVAL RVWD BY: SDP05-02 431-5A ) a BENCH MARK DESCRIPTION: CONCRElE MONUMENT 'MTH STANDARD DISC STAMPED £CR 15 LOCATION: 500' SOIJTH ()f' /NlERSECTION ()f' EL CAMINO REAL ANO PALOMAR AIRPORT ROAD, EAST SIDE OF EL CAMINO REAL. ALONG ftNcE UN£ RECORD FROlrl: SAN DIEGO COIJNTY PRECISE SIJR'.£Y LEVE/.S {R.S. 1800-1} MVA TION: 296. 48 DA TIii.i: /J. S. C. .t G.S: f/6f/J(J ~ T ® II II ]ti!~ 0 I NOTE: AU ROOF ORA/NS TO DRAIN TO CIJRB ANO GIJ TTER II/A 4 • PI,!; so I ~ II ·-~ .. , II !ii I ~ □v i.J07.69TC @ • 307.491'_ \ \~~ I \\~ ~ I ' 307,6/lP_ ~ ~ 2.~ PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 lff1l/J" 7F MY REG/STRA T/ON EXPIRES 9-30-07 I~ J I I ' ' I I I ! ~ 3Jy_o5TC -...... . I I ~I ii ----------~- -· ------· ~I -. -------~" -----·--8::1 ~9:i 9::: ~(5 ~~ 9.5' 5' SWALE 0.2' ~ (5 • <o I~ ~ ~ PARKING fl.OW UN£ OF SWAIE = fl.OUf./NE OF GIJTTER -0.2' RIPAAP SECTION 'A-A' (D NO. 2 BACKING, 1.0' THICK W/ OPTION NO. J FILTER BLANKET L=5.0; W=5.0' NOT TO SCALE TOP OF ~------------1_.L-6" CURB -a5 J" pi,r; so THR/J C/JRB TO SWALE 2' DETAIL N0.1 NOT TO SCALE !i'Na· CURB 6" CURB .t GUTTER 6" CIJRB .t G/JTTER 8" C/JRB r.:n NO. , 2 J 4 5 6 7 8 9 10 11 DETAIL N0.2 NOT TO SCALE STORM DRAIN DA TA TABLE (PR/VA TE) DEL TA/Bl?G. RADIUS LENGTH REMARK N7J"45'59"E 28.89' 18' HDPE IJ'2J'11" 200.00' 46.lJ' 18' HOPE N60'22'4B"E 3.01' 18' HOPE N28'54'J2"W 15.41' 18' HDPE N60'22'48"E 44.57' 18' HOPE N11"J9'18"W 46.92' 18' HDPE N18'26'JO"W 1/J.O' 18' HOPE Nll'JJ'JO"E 4.57' 18' HOPE N18'26'Ja'w 289.78' 12· SDR-Js N80'26'06"f 11.12' 12' S/JR JS NJ2"JJ'11"W IJ.45' z• SCH 80 "AS BUILT" ~~ · /oy1pz RCE 50'14o EXP. '1/:!e>/b'J I DATE ' INSPECTOi( ------.. 1i/z62 DATE l---+-----+----------~e-------4--l---!-----I I SHJEET I CITY OF CARLSBAD I SHE8ETS I :==='-..'::::::=:::E::::N:=Gl::::N:=EE:::R:::IN::::G:::::::D:::EP:::::A:::R:::Tht:::E=:N:::T::::::=:::..':=::::::=~ t---i---+----------------al----l---l----l----1 GRADING PLANS FOR: PPe DAIT INITIAL DAIT INITIAL DAIT INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CARLSBAD RESEARCH CENTER LOT6 APPROVED Q/r LLOYD 8. HUBBS ..::4:...ci:::4-1!&:• "'"'L.,:.4~.1::.~~~:q,·c:;,~!!::· :'.L.., ___ te/Vo $'. CITY ENGINEEwf>E 23889P'b<PiRES 12 31 05 0Alt DWN BY: __ _ CHKD BY: GYP RVWD BY: PROJECT NO. SDPOS-02 DRAWING NO. 431-SA >-13 ii ~ ,; '" 1l I " I "' i' i " "' -I t \ . I NOTE 1. ACCESS AISLES DESIGNED 111TH TRAFFIC INDEX OF 5.0 TO CITY STANOARDS. NOTE: (}(}ANT/TIES SHOWV /-/£REON ARE EST/MA TES FOR PERMlmNG PURPOSES ONLY ANO ARE NOT TO 8£ USED FOR RNAL CON"TRACTOR PAY 0/JANTITIES. BENCH MARK DESCRIPTION: CONCRETE MONUMENT flfTH STANDARD DISC STAMPED ECR 15 EXIST. PARKING LOCA 7/0N: 500' SOUTH CF INTERSECTION OF EL CAMINO REAL AND PALOMAR AIRPORT ROAD, EAST SIDE OF EL CAMINO REAL. ALONG FENCE UNE. ,._ . .,.,_ t!{S{);g~~'t~1e~::.';.~:{,:J --.----~ RECORD FROM: SAN DIEGO COUNTY PRECISE S/JRvf:Y LEVELS (R.S. 1800-1) ELEVA 7/0N: 296. 48 nA TUM: U.S. C. .t G: S. 12" MAX SECTION 'B-B' NOT TO SCALE FOR CONTINUA T/ON SEE SHEET 3 PARKING PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 .. E. 50940 11/t;t:; 7F MY REr;!STRAr/ON EXPIRES 9-J0-07 ';?, ,-,pE DATE INITIAL ENGINEER or WORK I \ \ \ Jff.50~ ---- .. /\ -. / I \ /__,.0,ec ' _,, ... ,,,,-· \ ,,\ .... ·-\ __.., ........ , ... lg . .-• ~1~ .. ,~. A'S-T3t.J1L, /1, DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1;i ·" -~ 40 60 GRAPHICAL SCALE \ @ STORM DRAIN DA TA TABLE (PR/VA TE} NO. DELTA/BRG. RADIUS LENGTH REMARK , N73'45'59"£ 2B.B9' 18' HOPE 2 IJ':23'11" 200.00' 46.73' 18' HOPE J N60'22'48"£ 3.01' 18' HOPE 4 N28"54-'32"W 15.41' 18' HOPE 5 N60'22'4B"E 4J. ?Q' 18' HOPE 6 Nf1'J9'18"W 46.92' TB' HOPE 7 N18'26'JO"W 113.0' 18' HOPE 8 N71 'JJ'JO"E 4.sr 18' HOPE 9 N18'26'JO"W 289.7B' 12• SDR-35 ,a N80'26'06"E 11.12· 12" SDR-35 ,, NJ2'JJ'f1 "W IJ.45' 2• SCH 80 "AS BUil T" ah~ /oj.t:§7 RCE 5D94o EXP. 0o/2 2 DATE REVIEWED BY: ,C!~ IJJ_,_L ~/4,z INSPECi~z -"> DATE I SH!ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: CARLSBAD RESEARCH CENTER LOT6 APPROVED Gt-" LLOYD B. HUBBS 4 ~~ r.? ~~:.& /~rf'"'S: CITY ENGINEER'15E23889 °EXPIRES 12/31 /05 --,;_-- DWN BY: PROJECT NO. DRAWING NO. CHKD BY: GllP RVWD BY: SDPO5-O2 431-5A I ' ' ,_ "' "' § "' ,,, ;i; '" "' 0 I ,. I '" r " ~ ~ ,. "' 0 ~ ~ G) 0 -<» ) BENCH MARK [}£SCRIPT/ON: CONCRETE MONUMENT IWTH STANOAR!J DISC STAMPED ECR 15 LOCATION: 500' SOUTH OF INTERSECT/ON OF El CAMINO REAL ANO PALOMAR AIRPORT ROAi), EAST SIDE OF El. CAMINO REAi., ALONG FtNCE UN£ RECOR!) FROM: SAN DIEGO COUNTY PRECISE S/JR',fY IEVUS (R.S. 1800-1} EI.EVATION: 296.48 OAlVM: 11.S.C. ,t G'..S: N90vo'oo·w FOR CONTINUATION SEE SHEET 8 ANDREW J. KANN 0 1 PARTNERS --Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 q/1µ1 DATE MY /l[G/Sll?A nON £XP/R£S 9-J0-07 ·-· .. -"--"----~:-----~ --· -- ~ ,11 - -~ 0 40 60 GRAPHICAL SCA!£ LEGEND PROPERTY UN£/ PROJECT 80/JNOARY . . . . . • . . . . . . . . . . . . . . . . . ----- (1) 6' CURB ..................................•.. IJ) 5• CURB ,t GUTTER ......................•.......... (l) PCC J' Kff.)£ RIBBON GUUER. . . . . . . . . . • . . . . . . • . . . . . . . . ·. : : • @ P'vl,/T. SECTION (UGHl): STALLS Tl=4.5 (MIN 4? AC O',fR 1' CLASS 2 AB 50,110 SF @ P'vl,/T. SECTION (HEAVY}: AISLES 71=5.0 (MIN 41/6? AC 01,fff 9• CLAS? !.Afl. -W~ 54,090 SF @ PARKING STRIPE/lfAN/)/CAP ......... .SEE OETAR. ....•••••.••• (l) PAVEMENT CONCRETE ............ 1.0• PCC .....•......•. 32' 42' 32' 42' , \ I \ \ \ '\ \ \ i ' ' I \ ·, \ \ \ \ I I \\ • \ \ \ \ \\ \ \ -n \_1_ '\ -, ·~ .-__ -_ \\ \ \ :D \'\ \ \ '·-\ I;). \ (\ \ 1 \ I ' ·:-_\' ~ \i'\\ • ·· 1 , E ,n \\ 1 "' · '1 , U.1! i \ • , \\ ·• I \ ~ \ \' l_ . \ \ \ \u1, \1\ \ \ \i;;-\ I ~ \\ \ I ~•. \ "'~ I' \1 ~ \ z ,\ ' \ ~-\ ~~ \\\ \\ \ \ -~ \ \, \\_ \ \1,,< \ \ \'-. ~' in\ \1 \·· 0:. \ \' . I ~ 1\ \ \ \' \. \ ----,__ \, I ~ \\ / \ \\ \ \ El.EV. HANO/CAP SY/./80/. PE(TIP,yw PER S!)RSI) 11-29 -GUTTER 2X MAX. SI.OPE 4• !lf#TE (TIP) • MAX. SI.OPE NOT TO EXCEEO 2X IN ANY INTERIOR PARKING LOT 4• OBI. WHITE l'-2' APART PER Sl)RSO G-2 (TIP) ~~ 11--,-.PER PLAN 4• OBI. WHITE l'-2' APART PER Sl)RSO G-2 11===1:e~==(TIP) PARKING SPACE STRIPING NTS "AS BUil T" t2~,j, ,.~.,,_ l<>p'@/4 7 RCE'S°O'l4o EXP 9/.3o(CJ1 DATE ' ' \\ \ \ \. \\ \ 1 RE"1EWED ~ A_ f})_.-.,::o....\-l_"'_·· __ _,_.....,_,\_\'------'-------'~\\,_,_\-'\\~·1.,.__~--------'-"-INc..::;:.c..cpE::..:Cc..j¢;:c.;....~ __ ~_-___ > ___ 10 _/...ccg,c..A_:~:_o?_-I l-----,f----+-----------+---+----lf----+--I I SH5EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARThlENT 8 ;:====::..:::::========::::::..:::==; t----+--+-----------------1---+---+--+---1 HORIZONTAL CONTROL PLANS FOR: DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL CARLSBAD RESEARCH CENTER LOT6 DWN BY: __ _ CHKD BY: GVP RVWD BY: PROJECT NO. SDPO5-O2 DRAWING NO. 431-5A ,_ ~ ~ "' .;; "' ,;; "' 0 I ... ' .. 'i -. :g ~ ... "' ) I -_• ----< ·:1 111405 ;1 I. -•---- I I I ....._____ I I I I BENCH MARK DESCRIPTION: CONCRETf: MONUMENT ~TH STANDARD DISC STAMPED ECR 15 LOCATION: 500' SOUTH OF INTERSE(!TION OF EL CAMINO REAL ANO PALOMAR AIRPORT ROAD, £AST SID£ OF EL CAMINO REAi. ALONG FENCE UNE. RECORD FROM: SAN DIEGO COUNTY PRECISE SUR'-f:r LE'vfIS {l?.S. 1800-f) ELEVATION: 296.411 DAll!M: U.S.C. .. G..S: ·.··.·:·.·7:%§§ :-:-.·.:-.·: N90'00'00"W N90'00'00"W .· .. : ::. ::>:i•••··· FOR CONTINUATION SEE SHEET 7 FF=308.50 GF=296.00 PAD=295.25 N90'00'00"W ... · . .. .... 8~ ·. · . .-.:•: . .-.:·. ·_'.:·:-:.:·:. ·.:•.·,_ CUT FIii N90VO'OO"W .... 11-+--1++--J--+t-i--.j__U ~ 2 ILLJ >-+-+-' ~ lll-+-< f-+-t-1-t-t- .... "' N90'00'oo"W ~ ~ ~ ~ "' ~ " ;::::,__,, I} ANDREW J. KANN . u·· .. ·. ~-.~;.,; . . . . . . . . ..... □ ij: · ... · ·. ~ □ :•t• PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fa.x: (858) 376-3555 _J/-, 1,,,_,4'f'------'f-'t,. ~ MY R[G/STRA noN EXPIRES 9-Jl}-07 \ \ \ I \ I ~ \ r t PPEE. AS-'/5/).ll..,1 /1\. DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION -- \ \ \ \ \ ,/ ,/ __ ..... \ .,.,.----\ ...-.--·\ _.. _,,.·\ .... ,·-\ ,,,,,., .. ,.,,,,, .. - DATE INITlAL OTHER APPROVAL \ DATE \ \ INITIAL CITY APPROVAL \ .. "' .., ~ 8 :ii '" :g I .... I "' ~ f .,, ,11 ! - ·~ .... "' 50 GRAPHICAL SCALE \ \ . "AS BUil T" -~~a, ,0/(6/r,1 DATE RE'v1EWED BY: ;,1/ L ., -~ 10/zl/2,z INSPECTOIV DATE I SH:ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTh4ENT HORIZONTAL CONTROL PLANS FOR: CARLSBAD RESEARCH CENTER LOT6 APPROVED ,BY. LLOYD 8. HUBBS & < ... ~ ~~'...I /~/«.., 1' CITY ENGINE!:: PE 2386 EXPIRES 12/31105 --;._--. OWN BY: PROJECT NO. DRAWING NO. CHKD BY: GVP SDPOS-O2 431-SA RVWD BY: ...-------------------------------------------------,a EROSION CONTROL NOTE$ 1. IN CASc E!.(£RGENCY WORK IS REQUIRED, CONTACT KEN SA 17ERLEE O KENTOO. lLC {PHONE NUMBER) (P5B) 535-3808 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHAU 8£ MAO£ AVAILABLE AT All TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SITE: AT CON'IENIENT LOCATIONS ro FACIUTATE: RAPID CONST/WCTION OF TEMPORARY OE'vlCES WHEN RAIN IS IMMINENT. 3. OEvlCES SHOWN ON Pl.ANS SHALL NOT BE MO'IEO OR MOOIF/£0 ',tfl/-lOUT T/-1£ APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHAU RESTOR£ All EROSION CONTROL 0£'.-fCES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTE:R EACH RUN-OFF PRODUCING RAINFALL 5 THE CONTRACTOR SHALL INSTAil ADDITIONAL EROSION CONTROi. MEASURES AS MAY BE REQU/REO BY Tl-IE CITY ENGINEER 0/JE TO UNCOMPLETE:O GRAOING OPERA T/ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. T/-1£ CONTRACTOR Sf/All BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAU710NS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNOEO WATE:RS CREATE A HAZARDOUS CON0/710N. 1. ALL EROSION CONTROi. MEASURES PRO'vlDEO PER THE APPRO'IED GRADING PlAN SHAU 8£ INCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PRMCT PERIMETE:R MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCl.1/SION OF EACH WORKING DAY. 9. All REMOVABLE PROTEC71VE OE'vlCES SHOWN Sf/All 8£ IN PlACE AT T/-1£ ENO (F EACH WORKING DAY WHEN Tl-IE Fl'IE {5} DAY RAIN PROBAB/UTY FORECAST £XC£Ef)S FORTY PERCENT {40X}. SILT ANO OTHER DEBRIS SHAU 8£ REMO'IED AFTE:R EACH RAINFALL 10. All GRA ITT BAGS SHAU 8£ BURLAP TYPE WTH 3/4 INCH MINIMUM AGGREGRA TE. If. SHOULD GERM/NA 710N OF H'fDROSEEDEO SLOPES FAil TO PROVfDE /HFC71'1£ CO'IERAGE OF GRADED SLOPES {90X COVERAGE} PRIOR TO NO'IEMBER 15, THE SLOPES SHALL 8£ STABILIZEO BY PUNCH STRAW INSTALLED IN ACCORDANCE i'tfTH SECTION 35.023 OF THE EROSION ANO ScDIMENT CONTROL HANDBOOK (F THE DEPARMNT OF CONSERVA710N, STA 7F OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL 8£ INSTALLED ANO MA/NTAINEO AS REQUIRED IN SEC710N 212 OF THE STANDARD SPECIF/CA 710NS ANO TH£ FOi..LOl'tfN!;: A. H'fDROScEOING SHALL 8£ APPLIED TO: 1. ALL SLOPES T/-IAT ARE GRADED 6: I {HORIZONTAL TO VERTICAL} OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A P/JBI..IC WAIL OR STREET. b. ALL SI. OPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FlA 17ER 71-/AN 6: 1 WHEN ANY OF TH£ FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPRO'IEMENTS{CONSTRUCTION OR GENERAL LANDSCAPING) i'tfl/-1/N 60 DA "tS OF ROUGH GRADING. b. !DENT/FICO BY TIIE PARKS ANO RECREA 710N DIRECTOR AS HIGHLY 'vlSIBlE TO T/-1£ PUBLIC. c. HA 'IE ANY SPECIAL CON0/710N IDENTIFIEO BY T/-1£ CITY ENGINEER THAT WARRANTS IMMEDIATE: TREAMNT. 8. HYDROS££0£0 AREAS SHALL 8£ /RR/GA TEO IN ACCORDANCE WITH 71-1£ FOLL0/17NG CRITE:RIA: 1. ALL SLOPES 71-/A TARE GRADED 6: I OR STEEPER ANO THAT ARE: a. 71-!REf TO EIGHT FEET IN HEIGHT SHAl.i 8£ /RR/GA TED BY HAND WA TFRING FROM QUICK COUPLERS/HOSE BIBS OR A CON'IEN710NAL S"tSTE:M OF LOW PRECIPITATION SPRINKLER HEADS PROVfDING IOOX CO'IERAGE. b. GREATER T/-IAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PRO'vlOING IOOX CO'IERAGE. 2. AREAS SLOPED LESS 71-/AN 6: 1 SHAl.i 8£ /RR/GA 7EO AS APPRO'IEO BY 71-1£ CITY ENGINEER. PRIOR TO H"rVROSEEOING. T/-1£ OEITTOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. 71-1£ PROPOSAL SHAl.i BE SPECIFIC REGAROING 71-1£ NUMBERS. TYPES ANO COSTS OF Tl/£ £1.EMENTS OF T/-1£ PROPOSED S"tSTEM. 3. /RR/GA 710N SHALL MAINTAIN THE MOISTURE LEITT OF THE SOil AT Tl/£ OP71MUM LEITT FOR T/-1£ GROWTH OF 71-1£ H"tDROS££0£0 GROWTH. H"tDROS££0/NG MIX SHA/.i CONSIST OF All OF THE FOLLOW/NI,: 1. SEED MIX SHAU CONSIST OF NO LESS THAN: a. 20 lbs. PER A CR£ OF ROSE CLO 'IER b. 20 lbs. PER ACRE OF ZORRO FESCIJE c. J lbs. PER ACRE OF£ SCHOOi.. CIA CAL/FORMICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A e. J lbs. PER ACRE OF AL"tSSUM (CARPET OF SNOW) f. t/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, ANO f OF T/-1/S Sf/BSECTION MAY 8£ OM/17EO ON lOCA 710NS WHERE THE AREA BEING H'fDROSF:£0£0 IS NOT VISIBLE FROM £/Tl/ER A PUBi.lC STREET OR RES/0£N71Al STRI/CTURES. h. 17£1.1 a OF Tl/IS SUBSECTION MUST 8£ INOC/JLA TEO WTH A NITROGEN FIXING BACTERIA ANO APPLIED ORY £/Tl/ER BY DRILLING OR BROAOCAS71NG BEFORE HYDROS££0/NG. i. ALL 5££0 MATERIALS SHALL BE TRANSPOR7EO TO TH£ JOBS/TE: IN UNOPENED CONTAINERS WTH 71-1£ CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER71FICATION TAG ATTACHED TO. OR PRINTED ON SA/0 CONTAINERS. j NON-PHYTO-TOXIC ~mNG AGENTS MAY 8£ ADDEO TO Tl/£ H"tDROSEEO SLURRY AT THE 0/SCRETION OF Tl/£ CONTRACTOR. 2. TYPE I MULCH APPLIED AT TH£ RA TE: OF NO LESS 71-/AN 2000 lbs PER ACRE. TYPE 6 M/JLCH (STRAW) MAY BE SUBS71TUT£0, ALL OR PART, FOR H'fDRAI/L/CALLY APPLIED FIBER MATERIAL WHEN STRAW IS USED IT MUST 8£ ANCHOREO TO THE SLOPE BY MECHANICALL r PUNCHING NO LESS 71-/AN 50X OF THE STRAW INTO THE SOil. 3. FERT/lJZER CONS/S71NG OF AMMONIUM PHOSPHATE: SULFA 7F. 16-20-0. i't171-/ 15X SULPHUR APP/.IEO AT T/-1£ RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSF:£0£0 SHALL BE PREPARED PRIOR TO H"tDROS££D/NG BY: I. ROUGHENING THE SURFACE TO BE PlANTE:O BY ANY OR A COMB/NA 710N OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWNG AREAS 6: 1 OR FlA 17ER /"HAT AR£ S/Jff/C/EN"fl. Y FRIABLE. c. RIPPING AREAS T/-IAT 1111..l. NOT BREAK UP I/SING ITEMS a OR b ABO!£. 2. CONDITIONING TH£ SOILS SO Tl/AT IT IS SUITABLE FOR PlANTING BY.· a. AO.HJSTING Tl/£ SURFACE SOil MOISTURE TO PROV/OE A DAMP BUT NOT SA Tl/RA 7EO SffO 8£0. . b. THE ADDITION OF SOil AMENDMENTS. PH AO.HJSTMENT, LEACHING OR CO 'IERING SALINE SOILS TO PRO VIDEO VfABLE CONDITIONS FOR GROWTH. £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PRO'v10£ A VIGOROUS GROWTH 1/NT/l THE PRO.ECT IS P£RMANEN"fl. Y LANDSCAPED OR, FOR AREAS WHERE H"tDROSEEDING IS Tl/£ PERMANENT LANDSCAPING, UNTIL THE PRMCT IS COMPL£7f]) ANO ALL BONDS RELEASEO. ~~"\\t 'IJ'f" (1,0 (1 b] I ~00~ J BAGS HIGH 2 BAGS HIGH 0 LOW POINT TYPICAL INLET DETAIL GRAVELBAG DETAILS NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE -METAL SHAKER PlA TE:S i'tflL 8£ REQI/IREO AT All LOCATIONS UNLESS SPECIFICAl.i Y WAl~O BY 71-1£ ENGINEERING INSPECTOR 0/JE TO SITE CONSTRAINTS. -THE ROCK SIZE SHALL BE 2• MIN/JS -A FENCE, BARRICADE OR O Tl/£R DEVICE AP PRO '1£0 BY THE ENGINEERING INSPECTOR SHALL BE I/SEO TO RESTRICT CONST/WCTION TRAfflC TO THE CONSTRI/C710N ENTRANCE L 30' MIN. 50' MIN. 12" MIN PROFILE 2• CRfJSHED ROCK r E!1.AtJ. ST££l SHAKER PLA TES/RIJMBLE RACKS 20' MIN. RADIUS FENCE/BARRIER TO RESTRICT TRAFFIC TO CONSTRUC710N ENTRANCE PROVIDE APPROPRIATE TRANS/710N BEn+fEN STA8/LIZEO CONSTRUC710N ENTRANCE ANO PUBLIC RIGHT-OF-WAY PUBLIC R-0-W FILTER FABRIC PUBLIC R-W STABILIZED CONSTRUCTION ENTRANCE NOT TO SCA!£ PER CALIFORNIA STORMWAlER BMP DWG. TC-I ..... * #- ~ No, '50940 ~ Exp 9-30-07 J} -;, c1v11. ~,. -f 1: """" r or c ~1.1\ I' ~I• .0 1 -- PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 1~dM_. ,. _C//_11os ANDREW J. KANN ,1 .~E. 50940 DATE MY REGISTRATION EXPIRES 9-30-07 Tr ir-· P.,S-'BU!L,-- /1 OA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION FOR BAG HEIGHT ,t BAG SPACING 5££ EROSION CONTROi. NO TE: NO. 12 R/W R/W GRAVEL/GRAVEL BAGGING ON STREETS NOTF: CATCH BASINS. 0£Sll 71NG BASINS. SANO BAGS. CHECK DAMS ANO STOR/1 DRAIN S"tSTDJS SHAU 8£ INSTALLED TO Tl/£ SATISFAC710N OF TH£ CITY ENGINEER. THESE FACILIT/ES SHALL BE CLEANED ON OA1E A REGULAR BASIS. KEPT FREE OF SOil ACC/JM/JLATION. --~ FIRST ROW OF GRAV£/.BAGS HALF DEPTH ~OPENING AT INLET ~ED FIRST ROW OF GRA VELBAGS HALF DEPT/I BAG EMBEDDING DETAIL I. SET POSTS ANO EXCA VA 7F A 4 BY 4 IN (10 BY 10 CM} TRENCH UPSLOPE FROM ANO ALONG Tl/£ LINE OF POSTS. --------......-::,/ :;..,------;...--- 2. STAPLE WIRE FENCING TO TH£ POSTS. ~-------~-- 3. ATTACH Tl/£ F/LTE:R FABRIC TO TIIE WRE FENCE ANO EXTEND IT INTO TIIE TRENCH. 4 IN (10 CM} -41E~ 4. BA CKF/ll ANO COMPACT TH£ . INITIAL OA1E INITIAL £XCA VA TE:O SOIL 91) FIL TER FABRIC , =~--,,.- SILT FENCE PREFABRICATED S/llFENCE MA"tBE USED IN LIE// OF IN PlACE CONSTRI/CTION. "AS BUil T" ~~ RCE '5"t>9 EXP. 'lt'._3o/o 'l_ RE~~~ INSPECTOR-' ~ /o,,,f .,g&_ z I DATE /O[MCP2 DATE I SH;ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT EROSION CONTROL NOTES & DETAILS FOR: • CARLSBAD RESEARCH CENTER LOT6 APPROVED /Ji'.·· "' r LLOYD 8. HUBBS A,t if'-'•~ .,,,,_,-;1•,: ;,la . . /D~t{_.,.,S: CITY ENGINE~PE 238-EXPIRES 12/31/05 DA- DWN BY: PROJECT NO. DRAWING NO. CHKD BY: G1,1e OTHER APPROVAL CITY APPROVAL RVWO BY: SDP05-02 431-5A I ~ j • I , ....., 9. 00 I' ' '' ,, I' " ------------------------------------------------------------------------------------------------""""------------------------------■-------~,~ j; DESCRIPTION: CONCREic MONIJMENT IHTH STANDARD LOCATION: 500' SOUTH OF INTERSECTION OF EL CAMINO REAL ANO PALOMAR AIRPORT ROAD, EAST SIDE OF EL CAMINO REAL, ALONG FENCE UM: RECORD FROM: SAN DIEGO COUNTY PRECISE SURVEY LEvflS (R.S. 1800-1} El.£VATION: 296.480 OATIJM: U.S.C. ,t r;'.S. I GR~vfl. BAGS O CATCH BASIN ~tf.O AREA DRAINS PER '1 TAil ON SHEET , (TYP) I I 7 I I ~ GRA vfl. 8/iGS PER ----DETAIL (}I( SHEET ,I (TYP) i 7 ! el &> 1if~ I / \ \ \ \ \ \ \ I ! ' • / ; I I \ \ ' ' \ ' \ . \ \ \ \ . • MY REGJSmAnON EXPIRES 9-J0-07 PARTNERS Planning and Engineering 15938 Bernardo Center Dr. San Diego, CA. 92127 Ph. (858) 376-3444 Fax: (858) 376-3555 0 15 LEGEND• DESCRIPTION STABIL/ZEI) CONST. ENTRANCE GRAVELBAGS H'tDRO-SEEO SLOPE SILT FENCE !"=JO JO 60 GRAPHICAL SCALE SYMBOL I . . . ' I ........ ' ........ 01--a--,a-a 90 QTY. 1435 SF 1550~ 17,000 SF 2,200 SF "AS BUil T" ~/4tv'1-: l';'#~µ7 RCE $'01'-fo EXP. 9/.!o/o'f DATE ' fsHml CITY OF CARLSBAD I----J.--J-----------------i----t---t--1-7 ~ ENGINEERING DEPARTMENT t====±====t============================~====~~===~====~====l EROSION CONTROL PLAN FOR: DATE INITIAL ENGINEER DF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL i' DA lE · INITIAL CITY APPROVAL CARLSBAD RESEARCH CENTER LOT6 I • f ) 0 0:) ~ 0~ -w 0:) - I (J1 )>