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HomeMy WebLinkAboutDWG 467-4A; PIP 09-02; ISIS PHARMACEUTICALS; 01-07I - GRADING NOTES BMR-GAZELLE COURT GRADING PLAN LLC (IN AOO/T/ON TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL COO£) 1. 71-1/S PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY 71-/E CITY OF CARLSBAD REGARDING GRADING SHOWN ON 71-1/S SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTTON OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS 71-/EY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING T/-/E POLICY MUST HA VE A RA TING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF T/-/E UNIFORM BUILDING CODE, RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM T/-/E BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND 071-IER APPROPRIATE AGENCIES. 7. APPROVAL OF T/-/ESE PLANS BY T/-/E CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL T/-/E PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO Tl-!ESE PLANS WIT/-/OUT T/-/E WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED Wl71-IIN T/-/E REVISION BLOCK, ON Tl-!E APPROPRIATE SHEET OF THE PLANS AND THE TTTLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME T/-/E PROPERTY OF THE CITY UPON BEING SIGNED BY T/-/E CITY ENGINEER. 10. 71-IE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY T/-/E CITY. 11. ACCESS FOR FIRE AND OT/-/ER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WIT/-/IN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTTON CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF T/-/E STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN T/-/E FIELD OF APPLIED SOILS MECHANICS. T/-/E SOILS REPORT WILL BE SUBMITTED TO 71-/E CITY ENGINEERING INSPECTOR 'MTHIN TWO WORKING DAYS OF T/-/E COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTTON REPORT AND COMPLIANCE VERIFICATTON REGARDING ADHERENCE TO RECOMMENOA TIONS OUTLINED IN T/-/E SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER Tl-!E DIRECTION OF A PROFESSIONAL ENGINEER OF Tl-!E STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN T/-/E FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE 'M71-I Tl-/£ CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND T/-/E "EARTHWORK SPECIF/CATIONS" A TTACHEO TO T/-/E PRELIMINARY SOILS /NVESTTGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO T/-/E PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELO AT Tl-!E SITE PRIOR TO T/-/E BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION. SUPERVISION. TESTING AND ALL 071-/ER ASPECTS OF T/-/E WORK. Tl-!£ CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING 71-/E INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. Tl-!E CONTRACTOR WILL T/-/EN BE CONTACTED BY THE PROJECT INSPECTOR TO COOROINA TE A DA TE ANO TIME FOR THE PRECONSTRUCTTON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. T/-/E GRADING PERMIT WILL BE PROVIDED BY Tl-!E PROJECT INSPECTOR AT Tl-!E MEETING. 15. ALL INSPECTION REQUESTS OT/-/ER T/-/AN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760)438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON T/-/E DAY BEFORE T/-/E INSPECTION IS NEEDED. INSPECTTONS 'MLL BE MADE T/-/E NEXT WORK DAY UNLESS YOU REQUEST OT/-/ERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. T/-/E OWNER ANO/OR APPLICANT THROUGH Tl-!£ DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALT/-1 STANDARDS, LAWS ANO REGULATIONS. 17. T/-/E CONTRACTOR SHALL CONFORM TO LABOR CODE SECTTON 6705 BY SUBM/TTTNG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTl-!ER PROVISIONS TO BE MADE OF WORKER PROTEC170N FROM Tl-/£ HAZARD OF CAVING GROUND OUR/NG Tl-/£ EXCAVA TTON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION Tl-!EREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPT/-/ ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF T/-/E PLAN VARIES FROM T/-/E SHORING SYSTEM STANDARDS ESTABLISHED BY T/-/E CONSTRUCTTON SAFETY ORDERS. 77TLE 8 CALIFORNIA ADMINISTRATIVE CODE. T/-/E PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO T/-/E INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLAS17NG PERMIT WELL IN AO VANCE OF THE SCHEDULING OF BLASTTNG OPERA 170NS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'M71-IIN ANY WORK AREA OUR/NG CONSTRUC770N, OPERA noNS WILL CEASE IMM[O/A TEL Y, ANO THE PERMITTEE WILL N077FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUT/-/ORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERA 170NS CONDUCTED ON Tl-/£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 770N OF TRUCKS, EARTl-!MOV/NG EQUIPMENT, CONSTRUC770N EQUIPMENT ANO ANY OT/-/ER ASSOC/A TEO GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EAR TH MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WfEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT Tl-!£ ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY T/-/E CONTRACTOR TO T/-/E CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY T/-/E CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 71-IE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY Wl71-IIN 71-/E AREA TO BE GRAOEO. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NO TEO ON Tl-!E PLAN. 24. ALL AREAS SHALL BE GRADED TO GRAIN. GRADING RESULTING IN 71-/E PONO/NG OF WATER IS NOT PERMITTED. ALL EART/-/EN SWALES ANO DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY T/-/E CITY ENGINEER OR AS DIRECTED BY Tl-!E PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRAGE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTTON. THE SI TE SHALL BE LEFT IN A NEAT ANO ORDERLY COND/770N. ALL STONES, ROOTS OR OT/-/ER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED AND/OR HYDROSEEOED 'MT/-1/N TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, 71-/E LANDSCAPING PLANS FOR T/-1/S PROJECT, DRAWING NO. 467-4L, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. T/-/E OWNER/APPLICANT SHALL INSURE 71-/A TALL CONTRACTORS SHALL COORDINATE TNE WORK OF T/-/ESE GRADING PLANS 'MT/-/ THAT SHOWN ON BOTH T/-/E LANDSCAPE ANO /RR/GA 770N PLANS AND T/-/E IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WI Tl-/ THE LANDSCAPE MANUAL TIME REQU/REMEN TS. 30. WHERE AN EXIS77NG PIPE LINE IS TO BE ABANDONED AS A RESULT OF Tl-!E GRADING OPERA 770N, IT SHALL BE REMOVED 'MT/-1/N TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLACED 'MTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY T/-/E CITY ENGINEER. 31. T/-/E CONTRACTOR SHALL VERIFY T/-/E LOCA 770N OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE SUFF/CIENTL Y AHEAD OF GRADING TO PERMIT THE REVISION OF T/-/E GRADING PLANS IF IT IS FOUND T/-/AT THE ACTUAL LOCATIONS ARE IN CONFLICT WIT/-/ T/-/E PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR T/-/EIR FACILITIES AND SHALL COORDINATE T/-/E WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SOG&E (800)660-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAO(STREETS & STORM DRAIN) (760)434-2980 CITY OF CARLSBAO(SEWER,WATER & RECLA/MEO WATER) (760)438-2722 JJ PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE. OBSERVE ANO CONTROL Tl-!E WORK IN PROGRESS 15.16.120 A.8 CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TNE FOLLOWING REPORTS MUST BE SUBMITTED TO T/-/E CITY ENGINEER VIA T/-/E PROJECT INSPECTOR 15.16. 120 A.10 CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND Tl-/[ APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUil T GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO T/-/E EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER Tl-!AT T/-/E GRADING WAS DONE IN ACCORDANCE WIT/-/ THE REQUIREMENTS ANO RECOMMENOA TIONS OUTLINED IN T/-/E PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS TNERETO. (4) REPORT 'MT/-/ AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR T/-1/S PROJECT IS ISSUED WIT/-1/N ONE (1) YEAR AFTER T/-/E CITY ENGINEER'S APPROVAL, T/-/ESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. 1)1£ SOILS REPORT 77TLEO "UPOA TE GEO TECHNICAL REPORT, /SIS PHARMACEU17CAL CAMPUS RELOCATION, CARLSBAD OAKS NORTH BUSINESS PARK -LOT 14, CARLSBAD, CALIFORNIA" PREPARED BY GEOCON, INC. PROJECT NO. 06442-32-19, DATED FEBRUARY 9, 2010 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH Tl-!E RECOMMENDATIONS ANO SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE 71-/A T I AM TNE ENGINEER OF WORK FOR THIS PROJECT, T/-/A T I HA VE EXERCISED RESPONSIBLE CHARGE OVER T/-/E DESIGN ON T/-/E PROJECT AS DEFINED IN SECTION 6703 OF T/-/E BUSINESS ANO PROFESSIONS CODE, ANO T/-/AT 71-IE DESIGN IS CONSISTENT 'MT/-/ CURRENT STANDARDS. I UNDERSTAND T/-/AT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR PROJECT DESIGN. O'OAY CONSULTANTS, INC. 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 92010 (760~9 ~~o,,. -1. --------DAT£· 5/K./to K H W. HANSEN R.C.E. NO. 60223 EXP. 6/30/10 SOILS ENG/NEER's CERTIFICATE I. EMILIO ALVARAOO. A REG/STEREO CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE FIELD OF APPL !ED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF TH£ SOIL CONDI T!ONS PREVALENT WI THIN THIS SITE WAS MADE BY ME OR UNDER MY 0/RECTION IN FEBRUARY 20/0. 11W COPIES OF THE SOILS REPORT COMP/LEO FROM THIS STUDY, WITH MY RECOM./ENDAT!ONS, HAS BEEN SUBMITTED TO THE OFF1 OF THE Ci TY ENGINEER. SIGNED: S,__d_~=====~:,__ _____ _ DATE. -s-l-z.u /10 P.£ NO.: 66915 LICENSE EXP/RATION DA TE.· 9/30/10 NOTE!! C~/~~T DESIGNED BY: K.H .• A.J.V. DATE: FEBRUARY 2010 DRAWN BY: G.M. T.G. SCALE: AS SHOWN PROJECT MGR.· T.C. JOB NO.: 09-1278 s RECTRON/C DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IERllCAL SUR'IEY CONTROL. 271 O Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fa11: 760-931-8680 www.odo~onsultonts.com Civil Engineering Planning Processing Surveying E-NGµ il~-DATE,.ffeo/1~ KEITH W. HANSEN RCE: 60223 P.I.P. 09-02 o/:;\ ~ CITY Of OCEANSIDE sl'_. "1--~H~IG:f:H~WA~~,....~--. "¥7 SHEET INOEX I 2 J VICINITY MAP, NOTES, LEGEND j CITY Of VISTA SITE 4-1 KEY MAP, NOTES, STREET SECTIONS DETAILS, SECTIONS, PAVEMENT MAP CRAOINC If WHIP .... TAI-L ~;Hi( GAZELLE r OURT I '-J•-\~ ~'/t.- ~0111stl' BUSINESS PARK DR. K 1,,<') i ITY Of REFERENCE PLANS PACIFIC OCEAN AN MARCOS CITY OF CARLSBAD DRAWING No.s 415-9, 4l5-9A, 415-91, 4l5-9J CITY Of ENCINITAS VICINITY MAP NO SC4LE OWNER's CERTIFICATE I (WE) HEREBY CERTIFY THAT A REC/STEREO SOILS ENC/NEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRAD/NC ACTIVITY ANO ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE. BMR-GAZELLE COURT LLC 11190 BERNARDO CENTER DRIVE SAN DIEGO, CA 92128 (858) 485-9840 CIVIL ENGINEER/LAND SURVEYOR ODAY CONSULTANTS, INC. 2710 LOKER A VENUE M"ST, SUITE 100 CARLSBAO, CA 92010 (760) 931-1100 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOIW ON THESE PLANS WAS GENERA TEO BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST 21, 2001 BY ODAY CONSULTANTS, INC. ANO MASS GRADING S/-10/W PER APPROVED CITY OF CARLSBAD 0/IC. No. 4l5-9A ANO 91. TOPOGRAPHY S/-10/W HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED ilfTIIIN ASSESSORS PARCEL NO. 209-120-11 & 11. THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS N I 994 E 6252. STREET ADDRESS.· 2855 GAZELLE COURT LEGAL DESCRIPTION PARCEL ;., 'OF ADJUSTMENT PLAT AOJ-09-05 PER CERT/FICA TE OF COMPLIANCE CE 09-14 RECORDED JANUARY 19, 2010 AS FILE NO. 2010-0024854. BENCHMARK EARTHWORK QUANTITIES CUT: 9,900 CU. )'l)S, FILL: I 5, 100 CU. WS. IMPORT.· 5,800 CU. )'l)S, NOTES.· I. THESE QUANTITIES ARE FOR BONO/NC PURPOSES ONLY. ANO ASSUME NO SHRINKAGE. CONTRACTOR TO 'v1:RIFY TO HIS SA TISF ACTION. 2. CONTRACTOR SHALL SUBMIT ANO RECEIVE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO HAULING DIRT OR CONSTRUCTION MA TER/ALS TO OR FROM THE SITE. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE NORTH LINE OF PARCEL '.4' OF ADJUSTMENT PLAT No. AOJ-09-05 1£ N89V9'41"E OFFS/TE TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY POLLUTION CARLSBAD OAKS SE!.11-ANN/JALL Y CONTROL TC-20 WET PONO NORTH BUSINESS CCIR 7 I AFTER MAJOR BASIN PARK OWNERS STORM EVENT REOUIREO TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP BIOFILTRA TION 'TC.U) StaA.,s-r _ .. ___ PRIVATE SWALE STORM FILTER !.IP 40 PRIVATE MEO/A FILTER ORAIN INSERTS MP 52 PRIVATE BMP NOTE I. ONS/TE BMP's FOR THIS PROJECT ARE TO BE MAINTAINED BY THE DEVELOPER ANO/OR FVTIJRE OWNERS. 2. THIS IS A PRIORI TY PROJECT, TIER J THREAT ASSESSMENT. (,1~ ~o;tJT'y) MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY 81-!.IONTHLY CCIR /,5,617 I AFTER MAJOR STORM EVENT SE!.11-ANN/JALLY CCIR 7 I AFTER MAJOR STORM EVENT SEMI-ANNUALLY CCJ:R 7 I AFTER l,(AJOR STORM EVENT DESCRIPllON: 2' ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCAllON: IN SIDEWALK NOR/I-I SIDE OF PALOMAR AIRPORT ROAD, JOO FEET MST OF MELROSE OR/VE RECORD FROM: R.O.S. NO. 17211 (PT. NO. 11) ELEVAllON: 444.00 M.S.L. DATUM: NGl/lJ 1929 DATE INITIAL ENGINEER OF WORK I: 09t278\0978BG01.dll>g May 25. 2010 1:33pm Xrefs: 0978\JtC; 09788G; 0978,\N REVISION DESCRIPTION WORK TO BE OONE THE CRAOINC WORK SHALL CONSIST OF Tl/£ CONSTRUCT/ON OF All CUTS ANO FILLS, REMEDIAL GRADING, ORA/NACE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANT/NC OF PERMANENT LANOSCAPING ANO PREPARATION OF AS-BUILT CRAOINC PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO Tl/£ CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOW/NC DOCUMENTS, CURRENT AT TliE TIME OF APPROVAL OR AS DIRECTED BY THE CITY ENC/NEER: I. CARLSB.40 MUNICIPAL COO£ 2. STANDARDS FOR DESIGN & CONSTRUCT/ON OF PUBLIC WORKS IMPROVEMENTS IN THE CITY OF C4RLSB40. J THIS SET OF PLANS. 4. PLANNING DEPARTMENT APPROVAL (P.IP. 09-02) DATED MARCH 17, 2010 5. THE STANDARD SPECIFIC4TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENDATIONS BY CE.OCON, INC, DATED FEBRUARY 9, 2010. 7. THE S/JN 0/ECO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF C4RLSB40 STANDARDS. 8. STORMWATER POLLUTION PREVENT!2 PLANJSWPPP) BY Oll-'IY CONSULTANTS DATED APRIL /, 2010, W0/0 NO. 937CJ516l9. SWPPP 10-2.. 9. STORMWATER MANAGEMENT PLAN (-WMP) BY Oll4Y CONSULTANTS DATED APRIL /, 2010. SWMP / /0-06. 10. CALIFORNIA STORMWATER DUALITY ASSOC/AT/ON (C4SQ4) STORMWATER BEST MANAGEMENT PRACTICES, CONSTRUCT/ON HANDBOO!f,: ANO THE STAT{ or CALlfORN!A DEPARTMENT OF TRANSPORTATION CONSTRUCT/ON SITE BEST MANAGEMENT t'RACTICES (BMP) MANUAL. "NOTE: QUANTITIES SHOWN HEREON ARE FOR BONDING PURPOSES ONLY, ACTUAL QUANTITIES AIAY VARY. LEGEND DESCRIPTION STD. DWC. {sDRSD) SUBDIVISION BOUNDARY . . . . . . . . . . . . . LOT LIN£. EXISTING CONTOUR. PROPOSED CONTOUR. . . . . . . . . . . . . . . . . . . . . . . . DA YLICHT LINE. . . . CUT/ FILL LINE. . . . . . . . . . . . . . . . . . . . . . EXIST/NC TOP OF CURB ELEVATION. EXIST/NC SPOT ELEVATION. EXIST/NC FlOWLINE ELEVAT/ON. . . . . . . CUT OR FILL SLOPE LINE . . . . . . . . . . . . . . . . . . . RETAIN/NC WALL (BY SEPARATE PERMIT} . . C-2/BLOC. PLAN. . . A.C. PAVEMENT & B4SE (AS SPECIFIED). . .SEE SHT. 3. CONCRETE PAVEMENT ........ . OECORAT/VE PAVEMENT. 6" CONCRETE CURB . . . . . . . . . . 6' ROLLED CURB. . 6' CURB & CUTTER. PCC SIDEWALK (4 "). PEDESTRIAN RAMP. . . . . . . . . . . . . .SEE SHT. J ..... . .SEE SHT. J .. .G-I (TYPE 'C;. . . . .G-4 ......... . .G-2 .... . .C-1 ..... .MOO. C-31. ---·-··---------380 , .. ,- ----380-- -11 f--11 - -~ . -IJ8Q,0) . ~ ~ IZ __'j ,:.JJ.i:i]Jft. I b. · :· · ·. '.' .1 ~ D.C. PATHWAY. ............. . .SEE LANDSCAPE PLAN. . FLOWLINE ELEVATION. . . . FINISH ROOR ELEVATION. FINISH SURFACE SPOT ELEVATION ................. . FINISH GRADE SPOT ELEVATION. . ................ . TOP & BOTTOM OF WALL ELEVATION. . . . . . . . . . . . . . . . . . ORA/NACE SWALE. . . . . . . . . . . . . . . . . . . . . . . . . . 8/0RETENTION SWALE. . . . . . . . . . . . . . . . . . . . . . . . JENSEN J6.xJ6' CATCH BASIN (OIJ636).u ........... . TYPE 'F' CATCH BASIN ............ 0-7 ........ . TYPE II' CLEANO/JT .............. 0-9 ........ . 12" NYLOPIAST C4TCH B4SIN W/PEOESTRIAN CRATE.*'. NOS MODEL 1800 CATCH B4SIN W/1815 CRATE." .... NOS MODEL /800/1804 CATCH B4SIN W/1891 ATRIUM CRATE!' .. NOS MODEL 2400/2404 C4TCH 8.4S/N W/2415 CRATE." ..... . EXIST. TYPE ;.i • CLEANOUT. . . . . . . . . . 0-9. . ...... . EXIST. TYPE '8' CURB INLET. . . . . . . . . 0-2. . . . . . . . . ROOF DRAIN .... .SEE ARCH. PLAN . . . --------------;,,. -----a;. -- lZI lZI @] 0 0 0 0 @] mt 00== 24' HOPE STORM DRAIN. ---S0-- /8' HOPE STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . -S0-- /2" PVC STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . . -S0-- 6' PVC STORM ORAIN. -SO-- PERFORATED 4' PVC SUBORAIN. .. ...................... • EXIST. STORM DRAIN. . . . . . . . . . . . .0-60. . ..... . SO= RIP-RAP/HEADWALL. ............. SEE SHT. 3 " OR APPROVED EQUAL QUANTITY" 18,708 SF If EA 2 EA I EA I EA 2 EA 16 EA II EA 346 LF 642 LF P~~ DEPARTMENT APPROVAL "AS BUILT" ~t~ 7/1/11 _ ' DATh6/C/ //() t81<lNEOI DON NEU. PL.At-NNG DIRECTOR RCE ~23 EXP_g,L3q/t2. DATE (). • 11 '1 DATh (, / ll / 10 ,, -·u ISIOIEDI REVr;JjL_(!A ~lilitL RECOLW«lED BY, era II 00'1 (),)ernf)¼ , ~~ t'/iA:., IPRHT NAME PECTOR DATE I SH,ET I CITY OF CARLSBAD I SHITS I ENGINEERING DEPARTMENT PRECISE GRADING PLAN FOR: /SIS PHANNACEUT/CALS . ~h. I? ~°it~~ S CIVIL ENGINEER PE 41204 EXP 03/31/11-DA'/tL- OWN BY: "·"· " PROJECT NO. DRAWING NO. DATE INITIAL DATE tNITIAL CHKD BY: C:.W OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4A ' CMWO I EROSION CONTROL NOTES /. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT WA iNE SANDERS AT (160} 801-7164. 2 EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES /#/EN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION Of THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES 1#/ICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS /#/ERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY /#/EN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH .J/4 INCH MINIMUM AGGREGATE. II. SHOU/0 GERMINATION OF Hl1JROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02.J Of THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ANO THE FOLLOWING: A. Hl1JROSEEOING SHALL BE APPLIED TO.· I. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER /#/EN THEY ARE.- a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6.· / /#/EN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUCH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SP£CIAL CONDITION IDENTIFIED BY THE CITY ENCIN££R THAT WARRANTS IMMEDIATE TR£ATMENT. 8. Hl1JROSEEOEO AREAS SHALL BE IRR/CA TEO IN ACCORDANCE WITH THE FOi.LOWING CRITERIA: /. ALL SLOPES THAT ARE GRADED 6.·/ OR STEEPER ANO THAT ARE.- a. !HR££ TO EIGHT FE£T IN HEIGHT SHALL BE IRRIGATED BY HANO WATERING FROM QUICK COUPLERS;1-/0SE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GR£ATER THAN 8 FEET IN HEIGHT SHALL BE WATER£0 BY A CONVENTIONAL SYSTEM Of LOW PR£CIPITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. Z AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER. PRIOR TO H'fDROSEEOJNG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRR/GA TJON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE PROPOSED SYS TEAi. J. IRRIGATION SHALL MAINTAIN THE MOISIVRE LEVEL OF THE SOIL AT ll/£ OPTIMUM LEVEL FOR TH£ GROWTH OF THE Hl1JROSEEOEO GROWTH. C. Hl1JROSEEOINC MIX SHALL CONSIST OF ALL OF THE FOLLOWING.· /. SEED MIX SHALL CONSIST OF NO LESS THAN.- a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. .J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILL£FOLIA e. .J lbs. PER ACR£ OF AL YSSUM (CARP£T OF SNOW} f. 1/2 lb. PER ACRE OF OIMORPHOLECA q. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS /#/ERE THE AREA BEING H>1JROS£EOEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL S TRUC /VRES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY [!!HER BY DRILLING OR BROADCASTING BEFORE Hl1JROSEEDJNC. ,: ALL SE£0 MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPEN£0 CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULllJRE C£RTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE Hl1JROSE£0 SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYP£ I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs. P£R ACRE. TYPE 6 MULCH (STRAW} MAY 8£ SUBSTlllJTEO. ALL OR PART, FOR Hl1JRAULICALLY APPLI£0 FI8£R MATERIAL. l#/£N STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20·-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE Hl1JROSEEOEO SHALL BE PREPARED PRIOR TO Hl1JROSEEOINC BY: I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.· a. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIEN!l Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO!,£ 2. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY.· a. ADJUSTING THE SURFACE SOIL MOISllJRE TO PROVIDE A DAMP BUT NOT SA llJRA TEO SEED BEO. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABL£ CONDITIONS FOR GROWTH. E. Hl1JROSEEOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS /#/ERE Hl1JROSEEOINC IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. NOTE!! El.ECTRONIC DATA RlES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SURVEY CONTROL 271 0 Loker Avenue West StJite 100 Carlsbad, California 92010 760-9.51-7700 Fox: 760-931-8680 www.odoyconsultants.com I I I I I I ~ I I ' ;: La· '! '1 , PARC'EL 'A TWO-S BUILDIN FF V.= 455.0 PAO -4.25 /J---..:' Lo· i "' ' \,. ~(!: 1550 ~ ,~~ 80' \I~ ,:;,; ~ !.ll ~ ~~~ ~ "> "> G 1:2 (5 "'-· "' "i "i"' ~ :::: i.1 • "" "" ,. \ JT ~ ~o: ~ ~ <, ~ ~~ ~;s ~Qj ~ i<: ~ il'! I I 8l \ \ \ \ ~ (5 • "" --- \ ,._ \ \ \ \ r 1:2 "' ~ .... DETAIL )f I SEE SHT. 4 NOT TO SCALE ~ "" ~ 1:2 t~ ~ ~"G <fr I.ti to I.O l ~ .. 1 -'=--so-'--- ... -~ I '-' K '.-, SCALE: 1" = 80' 1 ·•. \ -r-r=::- • ''\.....,-----.... _ •' ' .. -: i311£~~ ·=¼. . . ;;._ ___ -,,,.. . . -:,,.., .---\;~-, · , · , '--I I ~--= ---------... . '•• . J 7-i_l_~?~ ,···'·<.:'..:c..c.c__,z":.c.c.._:..::=_.::____ .[o17L= .·,, ._·· .~ ,-,;, . ......::.~~ _y__.... . 0 l I ',. _-_-·· -.. ----.,, A.p~fo.[:t:;,,~: .!_/;--:_~~=~::: ·:-.: ~-·----~-=~----. -· ---·-····--, ----MAZ. N0,-14926--------:====--::v/,..: / -.... {,/ I ,l1c!~i -=---:==================·=· F'-. ''-. '-. --... JY1r! ll!..:... i:7.G/J Ir···--" .. --t----· ---------·-': \ ~-/ . .• • ·' 11r <1 .... ·----.... _ ·····------•.. rl-°"' \ ..... --.. --..... •··-~---·--==-=--~ -------71-. ·< I . / 11.ft' i .,,. -----------·-.. •--•. \ \ ~\ ---.... -----·--· ··-.. ---· ---/ \ . t\ ·-"" ---_. -/ . · / I w,t / ~~==---··to-1-g-------·· I I GAZELLE CT. REMOVE PORTION OF EXIST. OWY I I I REMOVE EXIST. CURB Jt CUTTER (24 . .J LF} I Civil Engineering PlonninQ Processing Surveying SA WCUT Jt REMOVE A. C. PVMT. (2J. 5 LF) ~ .. · /. '>/: /.·· / / / / '. / ( DETAIL '8' -DRIVEWAY REMOVAL {sEE SHEET 4) NOT TO SCALE I "AS-BUILT DESIGNED SY: K.H., A.J.V. DATE: FEBRUARY 2010 DRAWN BY: G.M .• T.G. SCALE: AS SHOWN _ ;/ n/ /, ~ • _ PROJECT MGR.· T.C. JOB NO.: 09-1278 ~ /./,.~/.~ t-------------1 P.E.~2(3 C EXP.fP§.~ EN/Mi~ KEITI-l W. HANSEN OATE:sf~/4 RCE: 60223 / L..=.c:· ... ::-:'icx. ;::-c··.=.-,0 I ., 111.1 ... ( r··-----MAP7'l.,'!X14926-- / ', /I I Ii I Iii' I ------____...;..--·-::-:::- ' ! \ i 1/ I KEY MAP SCALE.-/" = 80' " 9/t/!I ' DATE _/ofn/,i- 0A1t GAZELLE CT. MATCH £XIST. OWY--- INSTALL PORTION OF OWY PER GS-20 ---- R£PLACE A.C. PVMT. Jt BASE~:::----- INSTALL 6" TYP£ l:;'' CURB Jt CUTTER PER C-2 11.14 LF} ~- MATCH EXIST. CURB Jt GUTTER I /' I I I DETAIL 'C' -DRIVEWAY RECONSTRUCT/ON {SEE SHEET 4) NOT TO SCALE BENCHMARK DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE Of PALOMAR AIRPORT ROAD, .JOO FEET f',f'ST Of MELROSE DRIVE RECORD FROM: R.0.5. NO. 17271 (PT. NO. 71) ELEVATION: 444.00 M.S.L. DATUM: NCVO 1929 DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION 1:\091278 0978BG02.d'll'0 May 25, 2010 1:35pm Xrefs: 09788G; 0978BMAP; 0978BUTI.; 0978.'IN; 09787STR; 09788(1. Y; 09767UTI..; 097BBGRD; 09781P02 EASEMENTS OF RECORO EASEMENTS PER PR£LIMINARY TITLE REPORT BY FIRST AMERICAN Till[ COMPANY NO. 3396565(29), DA TEO MARCH __ , 2010. @ PURPOSE OWNER DOCUMENT REC. DATE ACIYSS RIGHTS RELINQUISHED CITY Of CARLSBAD MAP 15505 MN. 2J, 2007 2 SIGHT DISTANCE CORRIDOR Cl TY OF CARLSBAD MAP 15505 JAN. 2J, 2001 3* PUBLIC UTILIT/£S Jt INCIDENTALS SO.C.JtE. FILE No. 2008-0122170 MARCH 7, 2008 4* PUBLIC UTILITIES Jt INCIDENTALS S.O. C. JtE. FILE No. 2008-0122111 MARCH 7 2008 • LOCATION CANNOT BE DE TERMINEO FROM RE CORO INFORMATION ~ R/W 72' R/W f-------------~~---------- 10· 26· r 25• ,o· UP TO 60" STORM DRAIN 12" WATER MAIN (.GAZELLE CT.) 16" WATER MAIN (1#/IPTAIL LOOP) 8" REC. WATER "SEWER MAIN TYPICAL UTILITY SECTION EXISTING GAZELLE COURT & EXISTING WHIPTAIL LOOP NOT TO SCALE I S2ET I CITY OF CARLSBAD I SH,TS I ENGINEERING DEPARTMENT PRECISE CHAO/NG PI..AN FOR: /SIS PHARMACEUTICALS ~x~tzlSKI -~ #c- S IOR CIVIL ENGINEER PE 41204 EXP 03/31/11 ~TE OWN BY: G.M. T.G. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: GW OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4A CMWO ~ NG) O.i:i,. ..., a, ...,. ..... t 6' PCC·77H, I I I I ~' I I I I I -------------------------.A... '::::::::::::::::::::::::~~-----------..__ __________________ ', .... < --~-.;:::::::;::.: ~ TWO-STORY BUILDING j , ' , A ,,· A~ I , , . "'~ , \;-' /; ~~\, ·_.·.·· , ,i . I ~\' 80' I fJ SCALE: 1" = 80' ,1 l STRUCTURAL SECTION NOTES AIJ _lJ I. PARKING LOTS ANO.DRIVEWAYS SHALL 8[ DESIGNED BASED I 0. UPON A TRAFFIC INDEX or 4.5 ANO THE "R' VALUE or THE !. . SO/L(S} AT TH[ PROJECT SITE AS DETERMINED BY A LANDSCAPE-- AS SHOWN TRUNCA TEO OOM[S, SEE ARCHITECTURAL PLAN -----LANO SCAPE AS SHOWN , , ) //'. ,_'_· . REC/STEREO SOILS ENGINEER. MINIMUM SECTION SHALL 8[ 4• ,, , / · 8£ MAO£ IF APPROVED BY TH[ CITY [NC!N[[R. 7 _ 1) t···· ASPHALT CONCRETE MODIFICATIONS OF THIS STANOARO MAY DETAIL -TYPICAL A.O.A. RAMP L__ -~ --__ __, SEE FIRE ACCESS ~---------------- ---/ -' ', . f .·.. 2 TRUCK ROUTES THROUGH PARKING LOTS OR AISLES It/TH AN '-I_/ .·' AOT GREATER THAN 500 SHALL BE DESIGNED It/TH A TRAFFIC SE£ FIR£ ACCESS ','f'/ ,, INDEX or 5a ALL ROUTES LEADING TO TRASH ENCLOSURES P." 1AA1/' 0,,rr,11 or:zOW ;·· _/·· .· SHALL 8[ O[S/CN[O FOR HEAVY LOADING, MINIMUM 4" A.C. .., YI/VI.I "ftifL DCI . ' . OVER 6' APPROVED ACCRECA TE BASE. PA VINC DETAIL BELOW DETAIL -MINIMUM PAVEMENT SECTION * ' I SCALE· I'= 80' KEY LEGEND 4• A C./6.5' CLASS II A.8. ..................... h-:;y . I HEAV'I A.C. PAVEMENT 4' A.C./4' CLASS II A.8 ....................... ™ MEO/UM A.C. PAVEMENT 4• A.C./4' CLASS II A.8 ....................... I I LICHT A.C. PAVEMENT ::=;;;:::.:;::;;:;:;;;=: ,. u ·:?/:/.)/i~ '.~.tr _ 1.5 P.C.C. . ................................ ,_, ... _ •.. ,.,._ .. , .• -... ·. HEAV'I DUTY CONCRETE INTERLOCKING PAVERS {SEE LANDSCAPE PLANS} ..... ™ DECORATIV[ PAVEMENT 'TVFFTRACK' (HEAV'I LOAD) ....................... ~ FIR[ ACCESS (REINFORCED TURF) 'STRUCTURAL SECTIONS SHOWN ARE PRELIMINARY. ACTUAL STRUCTURAL SECTIONS /till BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY TH[ SOILS [NC/N[[R ON 111[ PREPARED BASEMENT SOIL "OR AS SHOWN ABOVE (NOT£· CONCRETE PAVEMENT SUBJECT TO W/-l[El LOADS SHALL HAVE A TH!CK[N[O [OGE. REFER TO SOILS REPORT FOR DEl/JILS.} CONCRETE HEADER lt/D TH PER PLAN DETAIL FIRE ACCESS PAVING NOT TO SCALE J'-6" 1/2' R 1 '-6" ~P.I. 2'-6' R 2'-6" R 1/f:AK[N[D PLAN[ JOINT ----------------------------- ~-----------------------~ DETAIL -MODIFIED. TYPE :4: PER G-4 NOT TO SCALE i LANO SCAPE AREAS t/2" R NOTE!! c~✓qf!;?,, ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR V£RT7CAL SURVEY CONTROi.. I I I, 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 fax: 760-931-86BO www.odoyconsultanh.com Civil Engineering Planning Processing Surveying BOTTOM or 8/0SWALE GRADED TO 1% MIN. FALL TO PROJECT STORM DRAIN 5' MIN. CRASS 19• i" M6Ui,'/ 8H5, 8" MIN. AMENDED SITE SOIL (SOIL ACTIVATOR, AGRICULTURAL GYPSUM, SOIL SULFUR ANO COMPOSTED SOIL CONDITIONER} AS APPROVED BY LANDSCAPE ARCHITECT. \ 12• OF 1•-2• CRUSll[D ROCK ORA/NACE COARSE lt/?APPEO IN Fil TER FABRIC ---\-\.__----'-(MIRAFI 140N OR EQUAL}.' IMPERMEABLE PvC LINER It/TH JOINTS 1/f:LO[D TO PROVIDE WATER TIGHT SEAL (15 Mil. MIN.}. AT DOWNSTREAM ENO OF SWALE, PLACE 20' ~ 4• OJA. SCH 40 PvC P[RFORA TEO PIPE IN CRUSHED ROCK ORA/NACE COARSE & CONNECT TO STORM DRAIN. DETAIL -8/0RETENT/ON SWALE ls ENHANCED CONCRETE DECORATIVE PAVING a a a f i;;;.<l ~9"----5' PCC SIDEWALK (T'fP.) DETAIL -TRAFFIC CIRCLE NOT TO SCALE SEE LANDSCAPE PLAN FOR PAVEMENT SPECIF/CATIONS. STRUCTURAL SECTION PER SOILS ENCINEER's RECOMM[NOA TIONS. NOT TO SCALE FRONT f1EW • ... ., . .,, • . • !2" I 2 SIDE f1EW I STORM ro· n RIP-RAP PER 0-40 TYPE 2 5' x 5' x t' TlflCK, NO. J BACKING DRAIN __ _ • 6" MIN. DESIGNED BY: K.H., A.J.V. DATE: FEBRUARY 2010 DRAWN BY: G.M. T.G. SCALE: AS SHO\\N PROJECT MGR.· T.C. JOB NO.: 09-127B EN7)1, i~ DATE:~~;fo KEllH W. HANSEN RCE: 60223 0 CONCRETE HEADWALL-- • ... I CONCRETE SHALL BE 560-C-3250 PR/VA TE DRAIN OUTLET HEADWALL DETAIL "AS-BUILT " _g "•¥• -~fr P.L~223C::. EXP.~~ DATE i~E:J:a. ~ ta ~ TOR ~i.d/_nk1- DA E NOT TO SCALE BENCHMARK DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SID[ OF PALOMAR AIRPORT ROAD, JOO FEET 1/f:ST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71} ELEVATION: 444.00 M.S.L DATUM: NGVD 1929 NOT TO SCALE J' CURB TRANSITION o• CURB .r .., STEEL HEADER, S[[ SECTION BELOW J .., 6' CURB J' SECTION NOT TO SCALE STEEL H[AO[R DETAIL -PARKING AISLE MEO/AN 6" TO O" CURB TRANSITION DATE NOT TO SCALE 0.5' DETAIL I' ( NO TRANSITION NECESSARY @ PARKING BAY CORNERS 0.5' CURB OPENING FINISH SURFACE NOT TO SCALE I' MIN. CURB OPENING '----"~ 'ff:TAIL NOT TO SCALE INITIAL ,.---CONC. APRON -SET 0.2' 8, lOW FLOM/NE or CURB OPF! C (4" THICK -520-r. 500) BACK or CURB DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL l:\091278\097BBG03.dwg May 25, 2010 1:36pm Xrefs: 09788G: 0978BMAP; 09788\JTI.; 0978AN; 09787STFI: 0978BGR0 8/0R[TENTION SWALE EFEEl //£18ER 4' 'MIN. 0 11 CoNC. ~,;fi:8_L_ __ __,. 4• A.C. OVER 4" ACC. BASE OR AS RECOMMENDED BY SOILS ENGINEER Pell t;-J H.P. -9• f//Gil SECTION :4-A I NOT TD SCALE el PARCEL if , LOT 15 ' I ' ' ✓t-------------[X/S TING--.___ _4,c SLOPE ✓~-/ ,, ,., / :::________j 1 ~/' 2 RETAINING WALL (SE[ Sll[[T 5} --./' OR/VE A/SL[ I STALL , OU ll[T WALL DRAIN THROUGH 6' CURB FACE ::='5:=Pt1=R=0=-~2 1 1=~5~%~M~:4X~-=~:.,,,.-4• PERFORA TEO WALL :: DRAIN €J I. 0% MIN. 4' A. C. OVER 4' ACG. BAS[ OR AS RECOMMENDED BY SOILS [NC!N[[R FUT/JR£ LOT 25 FUTURE LOT 25 If I ' ' I ' ' SECTION '8-8' NOT TO SCALE PARCEL if 4" A.C. OVER 4• ACG. BASE B/OR[TENTION OR AS RECOMMENDED BY SWALE SOILS [NC/NEER SECTION 'c-c' NOT TO SCALE ,.,--PLACE CURB OPENINGS W/CONC. 26' DRIVE 19' PARKING / APRONS} AT 20' INTERVALS AS ~.l'-"=A~/Sl=E~____,,~~s""'TA~LL~----1 SHOWN ON PLAN VARIES /" VARIES 5' MIN. l. _ 5% MAX l ..-----......__ 8/0RETEN TION ~ 2 SWALE =;=====~=lf-~s11~=='-,v[X!STINC SLOPE ' 4" A.C. OVER 4• ACG. BAS[ OR AS RECOMMENDED BY SOILS ENGINEER I L' ' 2 ,,,, SECTION '!J-D' 6' MIN. / If I ' ' ! VARIES ' 5' MIN. NOT TO SCALE PARCEL :4' VARIES 1•-15• PLACE CURB OPENINGS W/CONC. APRONS} AT 20' INTERVALS AS SHOWN ON PLAN 2% - EXISTING-.... ~,f;c SLOPE .,,.>fffr'' 6" MIN. 8/0R[TEN TION SWALE MEANDERING 4" A. C: OVER 4" ACG. BASE OR AS RECOMMENDED BY SOILS ENGINEER / /:'..._JI ,.& 2 ORA/NACE //'pl'" SWAL[ D.G. TRAIL SECTION 'E -E' NOT TO SCALE I SjET I CITY OF CARLSBAD I SH,TS I ENGINEERING DEPARTMENT PRECISE GRAOING PLAN FOR: !SIS PHARAIACEIJTICALS ~VE~W4!·'JJZ'KI ~ 0P_ S NIOR CIVIL ENGINEER PE 41204 EXP 03/31/11 ~TE DWN BY: ''·"·· '·"· DATE INITIAL CHKD BY: 1','IJ PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4A CAIWO 061710 II I I I I I' , NOTE!! ElEClRON/C DATA RlES ARE FOR REFERENCE ONl Y AND ARE NOT TO BE USED FOR HORIZONTAL OR lf:RllCAl StJRlf:Y CONlRCl... I FUTURE LOT 26 455.0 FS / P[DES !RIAN B, PE:R LANO.SCA • '1,~ 'l,~ ROOF DRAINS PER , ~ '1;'1- ARCH!TEC!IJRAL ---,~-'1,~<c't '\~\, PLAN (TYP.) -v~\o,! i::i,..:.' ===------------~•. ,~-· 6' PI/C STORM DRAIN ..-;1 J PARCEL CONNECT TO ROOF DRAIN PER LANDSCAPE PLAN (TYP.) .!iQK TWO-STORY BUILDING F.F. ELEV.=455.0 PAO ELEV. =454.M S~ ROOF ORA/NS ARE TO 8£ DISCHARGED Ovf'R SPLASHBLOCKS &: FLOW THROUGH vf'G[TATEO SWALES ANO/OR RAIN CAROENS PRIOR TO ENTER/NC llf[ STORM DRAIN SYSTEM. (D PARKING AISLE MEDIAN 6' TO o• CURB TRANSITION, SEE DETAIL ON SHEET J. "AS-BUILT C~/~TS DESIGNED BY: K.H., A.J.V, DATE: FEBRUARY 2010 DRAWN BY: G.M. T.G. SCALE: 1· = 20· _&£_ PROJECT MGR,· T.C. JOB NO.: 09-1278 P.E.~ZZ3c. EXP.b/3~/12 271 0 Loker Avenue West Clvll Engineering ENGINEER Of WORK: REV,iWED Bd (l,/;;.. Suite 100 Planning ~b--DATE,ft,/ro Carlsbod, California 92010 Processing AJ •• d ~ 760-931-7700 Surveying / fa)(: 760-931-8680 ~ J ~ www.odayconsultants.com K SEN RCE: 60223 I fN! PECTOi ,, 9,,'l,/11 -' DATE _M)11ML- DA E ( I -~------ . ·/ '' 6 'ROI.Lio cuRe .. ·-.. (O(TA!f/ Slil J. . '. -,, >" ", ', .-· ,::-,··· .· • . . SEE SHEET No. 6 ,r,, ~~.,.,. ;,., "" BENCHMARK ~ --''? c,,___, ,,.~ ~ '-' -IS-, 8.5' TYP. ~'1, {,', \V ', ~'?i::i<i ~~ <i -< c, . a, ~~',-, ~ ~ ~',- -'v ~-~ .___, --" ~0 u' 8.5' 8.5' / o' s' 20' 10 SCALE: 1" = 20' 40' LOT 15 N89'09'41"E 629.JI' --+---__ ....._ __ ------ -TYP. 455.0 TC _w REOUIREO TREATMENT CONTROL BMP TABLE SYMBOL TYPE DESCRIPTION _...._,. _...._,. 8/0F/l TRA TION TC-JO 81<:P4:Er. SWALE OWNERSHIP MAINTENANCE MAINTENANCE PRIVATE AGREEMENT FREQUENCY CCJ:R 8/-1,/0N TIil Y ,J: AFTER YAJOR STORY EVENT QUANTITY 5639 sr ~ CITY OF CARLSBAD I SH7EETS I t---t---+------------------ii----.--.----t----1 L..1_j ENGINEERING DEPARTMENT t---t---+------------------ii-----.--.----t----j PRECISE GRADING PlAN FOR: /SIS PHARMACEUTICALS DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL 1----+---+-----------------t----\---t---+---\ PT. 2002 LOCATION: IN SIDEWALK NORTI-I SIDE or PALOMAR AIRPORT ROAD, JOO FEET l!EST OF MELROSE OR/VE RECORD FROM: R.0.S. NO. 17271 (PT. NO. 71) ELEVATION: 444.00 M.S.l. DATUM: NGVO 1929 DATE INITIAL CATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I: 091278 0978B00-4.dwg t.lcy 26, 2010 8:56~ Xrefs: 0978Bt.!AP; 09787STR; 097871Jll; 097BBG; 0976BQ. Y: 097BBUTL: 09781P01; 097BBGRD DATE INITIAL CITY APPROVAL AP7Z?EDV:Eu. ViGZI _-', ii, ~ ef~IVIL ENGINEER PE 41204 EXP 03/31/11 ~A'4 DWN BY: . . . CHKD BY: 6-W RVWD BY: PROJECT NO. P.I.P. 09-02 CJ.IWO DRAWING NO. 467-4A I j II LOT 15 I I ~ I ---1-N89V9'41"E 629.J/' --------------- -------------------8 •... ---470 . . EXIST. 2: t SI, OPE NOO'JI '59"E 8.11' r-1~.--SEE SECllON '8-B: .. ···-~ -----···-···-·(:, _ .... c.i. -·-· ... --'L --.-...... ,.--'I'. 8.5' TYP. ~', / ~,., .• . / ~{j ~~---;-;-;-;;¥--'-·,·· ~1.1-1 ~s " 45J . ~~':,- NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROi... I I I, ~cfESS1 ~~'11-H~ ~ ·"'3'q NO. 60223 EXP. 6/50/10 c,v1\. Of CALI 8.5' TYP. B 452.6 TC 452.1 FS 4511 re 452.6 rs SHEETJ 8' -TYP. 45J. I TC 452.6 rs 452.6 452.1 zi 452.0 re 451.5 rs 454.J TC 4518 rs 53.8 TC 53.J rs SEE SHEET No. 7 c~/~,s DESIGNED BY: K.H .• A.J.V. DATE: FEBRUARY 2010 DRAWN BY: G.M., T.G. SCALE: 1· = 20' PROJECT MGR.· T.C. JOB NO.: 09-1278 2710 Loker Avenue West Civil Engineering EN~iW~ Suite 100 Planning DATE:sk,/r'O Carlsbod, California 92010 Processing 760-931-7700 Surveying -KEim W. HI., Fmc.: 760-931-8680 www.odoyconsullonts.com RC[: 60223 "AS-BUILT ,, _g;t.. -~/4__ P.E. (,.~ZZ3c. EXP._fs,/3<JllZ DATE ~EVl~:111. el. __fU /nfu__ ~ ECTOR DATE LOT 16 1 I .... 455.1 TC 454.6 F . ~ 1-Y BENCHMARK I 460 ·····-·-· '° f, Q :0,",'v ~\,,\' &, ~ _ _{\, .;,.O ~<:J ~':>'·· ,o ' ~'l,J::o,o. . fa.---1 ~~/• /~a~ :l-,~ \ DESCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAO, JOO FEET MST OF MELROSE DRIVE PROPOSEO DIRECTIONAL SIGN -NS.40 F ~ ,_'I-.,. :I.{, Cl,, I RECORD FROM: RO.S. NO. 17271 {PT. NO. 11) DATE INITIAL ELEVATION: 444.00 M.S.L. DATUM: NCVO 1929 ENGINEER: OF' WORK I: 091278 0978BG05.dwg May 28, 2010 9:02am I s cu~ - "J.k,-<-.~. 'b "'-,,.____ .· REVISION DESCRIPTION Xrefs; 0978BMAP; 09787STR; 09787UTI...; 0978BG; 09788Q...'f; 0978BU1l; 09781P02; 09789GRO w--r- / I 51+00/ o· s· 20' 10 40' SCALE: 1" = 20' NOTE (D PARKING AISLE MEDIAN 6" TO o• CURB TRANSITION, SEE DETAIL ON SHEET 3 @ CURB OPENING, SE£ DETAIL ON SHEET 2. REOUIREO TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE MAINTENANCE QUANTITY AGREEMENT FREQUENCY ~ --BIOrlLTRAT!ON TC-JO $10./IJii':r. ----SWALE PR/VAT£ CC.tR 8/-l,/ONrHL Y ,t AFTER MAJOR STORM £VENT 6018 SF I SH7TS I PRECISE GRAD/NC PLAN FOR: /SIS PHAHMAC£VT/CALS AP~DXEU~---~ -~,,,~_ SE IOR CIVIL ENGINEER PE 41204 EXP 03/31/11 DATE OWN BY: .. , PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:...&l__ P.I.P. 09-02 467-4A OTHER APPROVAL CITY APPROVAL RVWD BY: CMWO -I I -------~--------............. - NOT£!! ELECTRONIC OATA ALES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAl SURVEY CONTROL I I I' ROOF DRAINS PER ARCH/ TEC TVRAl W[R PlAN(TYP.) -7-------==:::::::::::::: _______ ___ . ·" .. •·· ... · .. -:-, <.'~/ ,. ,, .. ,, ,: :'·1 :." ,., ._,;' .... ,,..--,. ",, . ., ~-.... -...:. : . .. -~-' ' . t: _-_:,· .:•:-... .. . ~-' 455.0 rs 6" PvC STORM DRAIN CONNECT TO ROOF DRAIN PER LANDSCAPE PlAN (TYP.) 18'. X 18' CATCH BASIN W/ATRIUM CRATE 45395 TC 451.4 fl Ii '.::/ ?~-·•· ,.,· .-:•. ,Pt I' ----~_.::,. 6" PvC STORM DRAIN ---a:c-;:--- CONNECT TO ROOF DRAIN . '·. PER LANDSCAPE PLAN (TYP.) ::r''. ,~~qttz,, DESIGNED BY: K.H., A.J.V. DATE: FEBRUARY 2010 DRAWN BY: G.M. T.G. SCALE: 1· = 20' PROJECT MGR.• T.C. JOB NO.: 09-1278 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~ L _ .. -DATE: .1~ Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-9J1-8680 www.odoyconsult.onb.com K~ITH W. HANS&-RCE: 0223 I C, "AS-BUILT " J{4 ~ ~ _?/t/21 EXP . .6,4,/2z DATE P.E.~2,?jc_ REVljWEDLJ ~ _LP/nk-~~ -SPECTOR DATE PARCEL JI J TWO-STORY BUILDING F.F. ELEV.=455.0 PAD ELEV.=454.95 S-e ROOF DRAINS ARE TO BE DISCHARGED OVER SPLASHBLOCKS & fl.OW THROUGH VEGETATED SWALES AND/OR RAIN GARDENS PRIOR TO ENTER/NC THE STORM DRAIN SYSTEM. o· s· 20' -----10 40' SCALE: 1" = 20' BENCHMARK DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET 1/f'ST OF MELROSE DRIVE RECORD FROM: R.0.S NO. 17271 (PT. NO. 71) ELEVATION: 444.00 M.SL. DAlUM: NGt;V 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1:\091278 0978B008,dlfi .\Jn 08, 2010 11;1~m Xrefs: 097BBt.!AP: 09787STR: 09787UTI.: 097600; 097681). Y: U978BU1l.; 09781?02; 097BBGRD I • REOUIREO TREATMENT CONTROL BMP TABLE SYI.IBOL TYPE DESCRIPTION OWNERSHIP MAINT£NANC£ MAINT£NANC£ O/IANTITY AGR££1.1£NT FR£O/1£NCY --BIOF/lTRATION TC-JO 13/oRer. PR/VAT£ CC~R 8/-1,/ONTHl Y 3721 SF ----SWAlE ~ AFTER MAJOR STORI,/ EVENT I S6ET I CITY OF CARLSBAD I SH,TS I ENGINEERING DEPARTMENT PRECISE GRADING PLAN FOR: /SIS PHARMACEUTICALS ~~~~v~ ,,k__ SE IOR CIVIL ENGINEER PE 41204 EXP 03/31/11 ~ATE OWN BY: {~.111• I' PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ,.,., OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4A cuwo EXIST. 2.· I SLOP[ PER DWG. 4/5-9A -------------- NOTE!! ELECTRONIC OATA FILES ARE FOR REFERENCE ONl Y ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SURI-FY CONTROL I I I c~~~,s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying fa)(: 760-931-8680 www.odoyconsultonts.com t.l ~- a· ~ GP-~ _•. , .ac~;~ :' _ . "'s-·. . -. ~ .. . .. . .. ~\~ :4 . ', . . .. . · . ~-. . • • • DESIGNED BY: K.H .• A.J. V. DATE: FEBRUARY 2010 DRAWN BY: G.M. T.G. SCALE: ,· = 20' PROJECT MGR.· T.C. JOB NO.· 09-1278 [NP?L DATE.5/zt/lo KEITH W. HA~SEN RCE: 60223 SEE SHEET No. 5 12• PVC PIP£ IN (WEST &-SOUTH) I 452.0 TC 451.5 FS {j ~ ~ i't' ~.f, 4- '1""":~P- h~F"r?-~~4 12/ VC OUTLET PIP£ (NORTH) -EXTFNO INT< a[ANOIJT ANO INST, 12• PVC CAP W/2.' OJA. HOLE IN BO TTQ 12• PVC OVERFLOW PIPE OUT (EAST} 'o\) ~, w // 0~ ~~ci·,,cfl iltW X _./ ."/ 4 /~ / // I, I I;, . /II I .-;;;··• ..... 1/ .· I . . . SEE_. SEC 'ON 'o-o; . _/ sn. r .J I I I .. ,/4- / f I/ LOT 13 ,, ~~ ~ --SD --,-0 ( \\ o· s' 20' 10 SCALE: 1" = 20' NOTE // / 40' // (D PARKING AISLE MEO/AN 6' TO o• CURB TRANSITION, S[[ DETAIL ON SHEET J. REQUIRED TREATMENT CONTROL BMP TABLE SYIJOOL TYPE DESCRIPTION -------8/0F/lTIIA TION TC-JO 8IOPE.r. --------SWALE 0 STORM FllT£!/ MP-40 MEO/A FILTER N/A ORA/NAG£ MP-52 INSERT OWNERSHIP Pf/lVAT£ PR/VAT£ PRIVATE MAINTENANCE MAINTENANCE AGREEMENT FREQUENCY_ CCJ:/1 Bl-MONTHLY CCJ:R CCJ:R J: AFTER MAJOR STORM £VENT $[/,//-ANNUALLY J: AFTER MAJOR STORM [VENT SD/I-ANNUALLY J: AFTER MAJOR STORM MNT QUANTITY 2JJO SF I £4 DETAIL -MOO/F/EO TYPE '.4-4' CLEANOUT ~ CITY OF CARLSBAD I SHE7ETS I NOT TO SCALE "AS-BUILT " _&!!___//.... --7dk_ P.E. '-"?g3 e-EXP.~p_()ftZ, DATE REV~EDidL ~ltJ/nl#-i~ '-1t:1.M ~ PECTOR DAE l-------1--+-----------------1---+--t-----+----I L___L_j ENGINEERING DEPARTMENT t-----1---t-----------------1---i---i-------r-----i 1------+--t-------------------t---+----+---i-----1 PRECISE GRADING PLAN FOR: BENCHMARK DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROL 1------,t-----+----------------t-----+--+---+---1 PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET l'tfST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 444.00 M.S.L. DATUM: NGl4J 1929 DATE INITIAL ENGINEER OF' WORK REVISION DESCRIPTION l:\091278\0978BG07.dwg May 26, 2010 9:0&m Xrafa: 0976BMAP: 09787STR: 09787Ull.: 0978813; 09788GL Y; 0978BUTI.; 09781P02; 0978BGRD; 0978AN DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL /SIS PHARMACElJT/CALS A~P ED: u:_N J-v'PJI . 1,A . ~ ~ I/&_ SE IOR CIVIL ENGINEER PE 41204 EXP 03/31/11 :4ATE DWN BY: "·"., '·'·· CHKD BY: t,W RVWD BY: PROJECT NO. P.!.P. 09-02 CMWO DRAWING NO. 461-4A ~ ...... G) O.j:l. .... 0, ...... ...... t ' I I