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HomeMy WebLinkAboutDWG 482-5A; SDP 14-01; BURKE CARLSBAD BUSINESS CENTER; 01-04GRAD/NC NOTES (IN ADD/1/0N TO THE REOIJIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE) 7. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF ll//S PLAN DOES NOT LESSEN OR WA!W:" ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CON0/1/0NAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS ll/EY MAY PERTAIN TO THIS PROJECT. TH£ ENGINEER IN RESPON5/BLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TIIE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSff/UCTIDN. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTED TO ll/E CITY ENC/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY EN!,YNEER WILL BE REQUIRED FOR ANY WORK IN TIIE PUBLIC R!!,HT OF WA le PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF !NSUNANCE AS WELL AS ADD/1/0NAL INSUNED ENDORSEMENT MUST 8£ FILED NAM/NC Tl/£ CITY OF CARLSBAD AS AN ADDlllONAL INSURED ON THE PERM! TTEE'S POLICY IN THE MINIMUM AMOUNT OF It, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY.WRIT/NG ll/E POLICY MUST HA VE A RA TING OF ''.4-" DR BFTTER ANO A SIZE CA TECONY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION JOl.{b}5 OF THE UNIFORM BUILD/NC CODE, NETAININC WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PENMITS FROM THE BUILD/NC DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PENMl!S HAVE BEEN OBTAINED FROM ll/E CITY AND DTHEN APPROPNIATE AGtNC/ES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT ll/E WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF ll/E PLANS ANO THE TITLE SHEET. 9. ONICINAL DRAWINGS SHALL BECOME ll/E PROPERTY OF THE CITY UPON BEING SIGNED BY THE C/TY ENGINEER 10. THE ORIGINAL DRAll!NC SHALL 8£ REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FON ARE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO /HE PROJECT SITE AT ALL TIMES OUN/NC CONSTRUCTION. 12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF. (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL B£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NlYPALL Y DOING BUSINESS IN TIIE f/ELD OF APPLIED SOILS MECHANICS. TIIE SOILS REPORT WILL BE 5YJBMI rTEO TO THE CITY EN!,1/NEERINC INSPECTOR WITHIN TWO WORK/NC DAYS OF THE COMPLETION OF f/ELD TESTS. IJ. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARD/NC ADHERENCE TO RECOMMENDATIONS OU TUNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILD/Nr,· PERMIT. ALL CONTROLLED CRADINC SHALL BE DONE UNDER 71/E DIRECTION OF A PROFESSIONAL ENGINEER OF ll/E STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FU T/JRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ll/E CITY OF CARLSBAD STANDARD SPEC/f/CAT/ONS AND THE "EARTHWORK SPEC1/FICA TIONS" ATTACHED TO THE PRELIMINARY SOILS INVEST/CA 170N. DAILY FIELD COMPAC!lON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSffl/JCTION MEETING SHALL BE HELO AT THE SYTE PN!OR TO THE BEGINNING OF WORK AND SHALL BE A TTENOEO BY ALL REPRESENTATIVES RESPONS/BLF FOR CONSTRUCT/ON INSPECTION. SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. ll/[ CONTRACTOR SHALL REQUEST A PNECONSTNUCTION MEETING BY CALL/NC THE !NSPEC7/0N LINE AT (760) 4J8-J89I AT LEAST FIVE(5) WORK/NC DAYS PRIOR TO STAR7/NC CONSffl/JCTION. THE CONIRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TD COORDINATE A DATE AND TIME FOR THE PR£CONSffl/JCT!ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING THE GRADING PERMIT WILL BE PROVIDED BY TH£ PROJECT INSPECTOR A f THE MEETING 15. ALL INSPECTION REQUESTS OTHER Tf!AN FOR PRECONSTRUCT!ON MEET/NC WILL BE MADE BY CALLING THE FNC/NEERINC 24-HOIJR INSPEC7/0N REOUEST LINE AT {760)4J8-J89I. INSPECTION REQUEST MUST BE RECEIVED ?RIOR TO 2.·00 P.M. ON ll/E DAY BEFONF THE INSPEC!lON IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK OA Y UNLESS YOU REQUEST OTIIERWISE. REQUESTS MADE AFTER 2.·00 PM. WILL BE SCl-!EOULED FOR TWO FULL WORK DAYS LATER. 76. TIIE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CON/RAC/OR SHALL DESIG'N, CONSIR/JCT AND MAINTAIN ALL SAFETY DEV/CO; INCLUDING' SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFONMING' TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALlll STANDARDS, LAWS AND REGULATIONS. 17. ll/E CONff/ACTOR SHALL CONFORM TO LABOR CODE SEC710N 6105 BY SUBMITTING A DETAIL PLAN TO THE CITY ENC/NEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SlOPING OR OTI/ER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA VINC GROUND OUR/NC THE EXCAVATION OF SUCH ff/ENCH OR /RO/Cf/ES OR DUR/NI,' THE PIPE INSTALLA 7/0N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5) OR MORE IN DEPTH AND APPROVED BY THE CITY liVCINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF ll/F PLAN 01R/ES FROM THE Sf/OR/NG' SYSTFM STANDARDS ESTABLISHED 8 Y_ THE CONSff/UCT/ON SAFETY ORDENS 1/TLE 8 CALIFORNIA ADMINISTRATIVE COD£ THE PLAN Sf/ALI BE PREPANED BY A NEG/STEREO ENC/NEER AT THE CONTRACTORS EXPENSE A COPY OF ll/E OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA 170N. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLAS1/NC PERMIT HAS BEEN OBTAINED FROM ll/E CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SlHEOULINC OF BLAST/NC OPERA 7/0NS. 19. IF ANY ARCHAEOLOGICAL OR PALEOLOG/CAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DUR/NC CONSTRUC/ION, OPERA!lONS WILL CEASE IMMEDIATELY AND THE PERMITTEE-WILL NOTIFY THE C/TY ENGINEER. OPERA TIO.NS WILL NOT RESTART UN7/L THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY fROM 71-IE CITY ENC/NEER TO DO SO. 20. All OPERA /IONS CONDUCTED ON T/fE SITE DR ADJACENT THERETO, INCL/JO/NC WARM/NC UP, REPAIR, ARRIIIAL, DEPARTURE OR OPENA TION OF /RUCKS, EAR Tl/MOVING £0/JIPMENT, CONSff//JCTION EQUIPMENT AND ANY Oll/ER ASSOCIATED GRAD/NC EQUIPMENT SHALL BE LIMITED TD THE PERIOD BETl'IEEN 7:00 A.,11. AND 6.·00 P.M. EACH OAY, MONDAY THRU FRIDAY AND ND EARTIIMOVINC OR GRAD/NC OPERA/IONS SHALL BE CONDUCTED ON l'IEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDA'r'S IS AVAILABLE AT THE ENGINEER/NC DEPARIMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SYJBMITTED BY THF CONff/ACTOR TO ll/F CITY ENC/NEER FOR APPROVAL TWO FULL WORKING DAYS PN!OR TO BEGINNING OF WONK. 22. IMPONT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATEN/AL SHALL BE DtPOS/TED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONff/ACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT Sff/FETS AS A NESUL T OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOW:O ONLY WITHIN Tl/£ AREA TO BE GRADED. NO ff/EES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. CRADINC RE5VL7/NC IN TH£ PONO/NC OF WATER JS NOT PERMITTED. ALL EARll/EN SWALES ANO DITCHES SHALL HA VE A MINIMUM ONE PERCENT SZOPE 25. ll/ESE PLANS ARE SUBJECT TD A SIGNED AND APPROVED SET OF EROS/ON CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENC/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE ffl!MMEO TO A Fl!VISH GRADE TD PNOOUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONE.';, ROOTS OR Oll/EN DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE Cl TY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR 1/YDRDSEEOED WITHIN TEN (10} DAYS Of THE TIME WHEN EACH SLOPE IS BROUGHT TD GRADE AS SHOWN ON THE APPROVED GRAD/NC PLANS. NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2014 O'Doy Consultants, Inc, 1.\L.1102C\r_;,Q,f,,g\1320ACC'..d,iy o~, 17, 20·4 12.55pm Xrds: IJWP1G; 1.3101\N·, 1SW'i1C c~/~, s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Procesising 760-9.31-7700 Sur.eyin'J Fax: 760-931-8680 OOuyConsultai I ts. com LOT 17 -CARLSBAD RACEWAY BUSINESS PARK GRADING PLAN 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE arr OF CARLSBAD LANO.SCAPE MANUAL, ll/E LANDSCAPING PLANS FOR THIS PROJECT, ORA WING NO. 482-5L, AND/OR AS DIRECTED BY Tl/£ CITY ENC/NEER OR CITY PLANNER. 29. ll/E OWNER/APPLICANT SHALL INSURE Tf/AT ALL CONTRACTORS SHALi COORDINATE THE WORK OF TH£.5E GRADING PLANS WITH Tf!AT Sf/OWN ON BOTH THE LANDSCAPE AND IRRIG'A T!DN PLANS ANO THE IMPROVEMENT PLANS AS REQU!NED FOR THIS WORK IN ACCONDANCE WITH THE LANDSCAPE MANUAL 7/ME REQIJ!NEMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Willi A MINIMUM 0-LDAO Of-1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO !5" PVC MAY BE UTILIZED PROVIDED DEP711 IS LESS Tl/AN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SDRSD S-4 TYPE t'' AND PIPE MEETS ASTM STANDARD JOJ4 FON SOR J5 SOLID WALL PIP£ JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESVL T OF THE GRAD/NC OPERA !ION, IT SHALL BE REMOVED Will/IN TWENTY FEET OF BUILD/NC OR Sff/EET AREAS AND REPLACED WIT// PNOPERLY COMPACTED SOILS. IN Oll/ER AREAS THE PIPE WILL BE PLUGGED WITH GVNCRETE OR !?£MOVED AS APPROVED BY THE arr £1,/CINEER. J2. Tl/£ CONTRACTOR SHALL VERIFY Tf!E LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDER GROUND} W/Tf//N THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PENM!T THE REVISION OF THE GRADING PLANS IF IT IS FOUND Tf/A T THE ACTUAL LOCA T/ONS ARE IN CONFL/C T WI TH ll/E PROPOSED WORK. S.D.P. 14-01 CITY OF OCEANSIDE VISTA SITE SOILS ENGINEER'S CERT/FICA TE I, ROONEY C. MIKESELL, A REC/STEREO CIVIL ENGINEER OF ff/E STA TE OF CALIFORNIA, PR!NGYPALL Y DOING BUSINESS IN THE FIELD OF APPL!EO SOILS MEUIAN!CS, f/ENEBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREV,,ILENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION IN MARlH 14, 2014. TWO CDP/ES OF Tl/£ SOILS REPORT COMP/LEO FROM THIS STUDY, W/1f! MY RECOMMENDATIONS; HAS BEEN SVBM!TTED TO Tf/E OFFICE OF THE lYTY ENGINEER. SIG~/£~• /"'q,,,.£-' • "'-"=:' DATE. /0 -Z.~-'-_,_I_'(..,_ ____ _ CE. NO.: 25J3 LICENSE EXPIRA7/0N DATE.· J-J0-2016 J3. THE CONTRACTOR SHALL NOTIFY AFFECTED U7/L/TY COMPANIES (SEE BELOW} AT LEAST 2 FULL WONK/NC DAYS PRIOR TO STANT/NG' G'RADING NEAR T/-1£/R FACILITIES ANO SHALL COORDINATE 7/-1[ WONK WITH A COMPANY REPRESENTATIVE. PACIFIC OCEAN DECLARA llON OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENC/NEER OF WONK FOR THIS PNOJ[CT, THAT I HAVE EXERCISED RESPONSIBLE Cl/ARCE OVER THE DESIGN OF Tf/E PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. IJNDER!,'ROUND SERVICE ALERT SOC&£ AT&T SBC TIME WANNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (SIR££TS & S!ORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECYCLED WATER) BUENA SAN! fA TION 0/S TRIC T VALLECITOS WATER DISTRICT (800} 422-4/JJ (800) 660-7343 (800} 892-0123 (800) 892-0/23 (160) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 (160) 726-1340 (x/374) (760) 744-0460 J4. PENMIT COMPLIANCE REOIJIREMENTS· A. FOR CONff/OLLED GRADING -Tl-IE APPLICANT I/IRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOC/ST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL ll/E WORK IN PROGRESS 1516.120 A.8 CARLSBAD MUN!GYPAL COO£. 8. PRIOR TO FINAL APPNOVAL OF A GRADING PERMIT -Tl/£ FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA ll/E PROJECT INSPECTON 15.16. 720 A.10 CARLSBAD MUNICIPAL CODE· (1) FINAL NEPORT BY SUPER I/IS/NC GRADING ENGINEER STA 7/NC ALL GRADING' IS COMPLETE. ALL EROSION CONIROL, SLOPE PLANT/NC ANO /RR/CATION ARE INSTALLED IN CONFORMANCE WITH lYTY CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF GVMPL/ANCE LETTER FROM l/TY £NC/NEERING DEPAR!MEN1). (2) AS-BUil T GRADING PLAN. (J) REPORT FROM Tf!E SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/1/ES, A STATEMENT AS TO Tl/£ EXPANSIVE QUALITY OF ll/E SOIL, AND SUMMARIES OF FIELD AND LABORA fORY TESTS. Tf!E REPONT SHALL ALSO INCLUDE A STATEMENT BY Tf!E SOILS ENGINEER THAT ll/E GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J5. UNLESS A GRAD/NC PERMIT FOR THIS PNOJECT IS ISSUED W/T/1/N ONE (I) YEAR AFTER THE CITY ENC/NEER's APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RE5VBM!TTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED "UPDATED 6'EOTECHNICAL REPORT, LDT 17 CARLSBAD RACEWAY, CARLSBAD, CALIFORNIA" PNEPAREO BY GEOCON INC., PROJECT NO. 07349-42-12, DATED MANCH 14, 2014, SHALL BE CONS!DENED AS PART OF Tl/IS PLAN. ALL G'RADING' SHALL BE DONE IN ACCORDANCE 111TH ll/E RECOMMENDATIONS AND SPECIF/CATIONS IN SAID SOILS REPORT. ENGINEERS NOTES I. REVISION OF Tf!ESE PLANS MAY BE REOUIRED IF Tl/£ PROPOSED GRAD/NC ANO IMPROVEMENTS Af!E NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF Tf/E !MPNOVEMENT AGREEMENT. 2. THE EXISTENCE AND LOl'A TION OF UTILITY STRUCT/J;?ES ANO FACILITIES SHOW!v ON THE CONSff/UC7/0N PLANS WENE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO T/!E POSSIBLE EXISTENCE OF OTHER U7/L/TY FACILITIES OR Sff/UCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THA f SHOW!v ON THE PLANS. THE CONTRACTO;? IS NEOUIRED TO TAKE DUE PNECAU710NARY MEASURES TO PROTECT THE UTILITIES SHOW!v ON THE PLANS ANO ANY OTHER EXIS7/NC FACILITIES OR Sffl/JCT/JRES NOT SHOWN. 3. TIIE CONIRACTOR SHALL VERIFY THE LOCATION OF All EX/SI/NC FACILITIES (ABOVEGROUND AND IJNOERGROUND} Will/IN THE PROJECT SITE SUFFIC/ENTL Y AHEAD OF Tf/E CONSTRUCTION TO PERMIT THE REVISIONS OF f/lE CONSTRUC7/0N PLANS IF If IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN lVNFL!CT Willi THE PROPOSED WORK. CEO TECHNICAL NO TE PRIOR TO ISSUANCE OF A CNAD!NC PERMIT fVR THIS PROJECT, AN UPDATED G'EOTECHNIG~L REPORT SHALL BE !?£VIEWED BY THE CITY OF CARLSBAD's ENC/NEERING DEPARTMENT. CHANCES TO THESE PLANS MAY BE REQUIRED BASED ON THAT REVIEW. EARTHWORK QUANT/llES CUT.· FILL: EXPORT: /J,800 CU. YDS. J, 000 CU. YDS. 10,800 CU. YDS. NOTES.· I. ll/ESE QUANTITIES ARE FOR BOND/NC PURPOSES ONLY. CONTRACTOR TO VERIFY TO fl!S SA 7/SFACTION. 2. CONTRACTOR SHALL SVBMIT ANO RECEIVE APPROVAL FROM CITY FOR HAUL ROUTES PN!OR TO I/AUL/NG' DIRT OR CONSTRUCT/ON MA TE/1/ALS TO OR FROM TIIE SI TE. PNE' CITY OF ENCINITAS VICINITY MAP NOT TO SCALE PROJECT LOCA llON ASSESSOR's PARCEL No. 221-881-11 ll/E G'ALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS JJ4N-/695E (CCS 27) STREET ADDRESS: J200 LIONSHEAD A VENUE LE CAL DESCR/P TION I UNDERSTAND THAT Tl/£ CHECK OF PROJECT DRAWINGS AND 5PEC/f/CA7/0NS BY THE CITY OF CARLSBAD DOES Nor RELIEVE ME, AS ENC/NEE!? OF WORK. OF MY RESPON5/BILIT/ES FOR PROJECT DESIGN. 0 DAY CONSUL TANIS, INC: 2710 LOKER AVENUE WEST, SUITE JOO CARLSBAD, CAL!FONNIA 92070-lJ/7 (760) 9J/-7700 ~ llMOTHY 0. CARROLL, JR. fl.CE NO. 55381 OATE. ¥~'"f_:_ EXP. 12/Jl/14 CIVIL ENC/NEER/LAND SURVEYOR DOA Y CONSULTANTS; INC 2710 LOKER A VENUE l'IE"ST, SUITE 100 CARLSBAD, CA 92010 (160) 9JJ-7700 LOT 17, OF C'ARLSBAD RACEWAY CARLSBAD ff/ACT NO. 98-/0, IN THE CITY OF CARLSBAD, COUNTY OF SAN 0/ECO, STATE OF CALIFORNIA, ACCORD/NC TO FINA/. SUBO!VISION MAP NO. 150/J, FILED IN ll/E OFFICE OF ff/£ COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA, ON MA Y J, 2005. OWNER /DEVELOPER • NINOS I BURKE LANE, LL C 260 £ BAKER STREET, SUITE 100 COSTA MES!l, CA 92626 BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTHERLY LINE OF LOT 17 MAP 150/J. !.£.. N 8/V9'J9" E SOURCE OF TOPOGRAPHY TOPOG'RAPHY SHOWN ON THESE PLAN WAS GENERA TED BY AEf!IAL PHOTOG'RAPf!Y INFORMATION !,'AfHERED ON JULY 5, 2013 BY SAN-LO AERIAL SURVEYS. TOPOGRAPHY SHOW!v HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CIT! OF CARLSBAD DRAW/NC NOs. 409-1 & 409-IA CITY OF VISTA DNAWINC NO. JlJ4 FLOOD ZONE DESICNA llON CITY OF CARLSBAD FIRM MAP NO. 06073 C /055 r,; DA TED MAY 16, 2012. ZONE X-AREAS OUTS/OE THE 500 iEAR FLOOD PLAIN (714) 824-6014 OWNER'S CERT/FICA TE I (WE) HEREBY CERTIFY THAT A RE!,1/STEREO SOILS £NG1/NEEN OR GEOLOCIST HAS BEEN DR WILL BE ,?ETA/NED TO SVPERVISE OVERALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE a._ ,24 __ __£' ,.,,..,_ ~a,:_, IP.. g,,,,,.,tL_71TlE. NAi,.l,Vt;,;;.e_ DATE STRUCTURAL SECllON NOTES REQUIRED TREATMENT CONTROL BMP TABLE I. PARKING' STALLS SHALL BE DESIGNED BASED UPON A TRAFFIC INDEX OF 4.5 AND !HE "R" VALUE OF THE SOIL(S) AT ll/E PROJECT SITE AS DETENMINED BY A REC/STEREO SOILS ENC/NEER. MINIMUM STRUCTURAL SECTION SI/ALL BE 5" P.l'.C (J250 PSI} OVEN NATIVE MODIFIG'ATIONS OF ll/lS STANDARD MAY BE MADE IF APPROVED BY THE CITY ENG/NEER. 2. ffl/JCK ROUTES AND DRIVE AISLES SHALL BE OESICNED W!Tfl A TRAFFIC INDEX OF 6.0. MINIMUM Sffl/JCTURAL SECTION Sf/ALL BE 6" P.CC (J250 PSI} OVER 6" ClASS II BASE. TYPE DESCRIPTION 8/0f7LTRATION TC-JO BIORETENTION SWALE FL OW-THROUGH PLANTER TRENCH DNAIN FILTER UNBAN GREEN B!OCLEAN INSERT 0/INERSH!P MAINTENANCE SHEET NO. MAINTENANCE PRIVATE PRIVAIE PRIVATE ACREEMENT FREQUENCY CC&R J&4 CC&R 4 CC&R J Bl-MONTH/ Y & AFTER MAJOR STORM EVENT SEMI-ANNUALLY & AFTER MAJOR STORM FVFNT -- SEM/-ANNUALL Y & AFTER MAJOR SIORM EVENT .1 LOADING' APRONS, TRASH ENCLOSURES ANO TRUCK DOCKS SHALL BE A MIN. 6" P.CC (J250 PSI} WITH NO. J STEEL REINFORCING AT 18" O.C 80/ll WAYS OVER 6" CLASS II BASE. 4. Sffl/JCTURAL SECTIONS ABOVE ARE PRELIMINARY ONLY. ACTUAL SECTIONS TO BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED 5. SEE SOILS REPORT FOR ADDITIONAL NOTES AND DETAILS. CliY OF VISTA CONSTRUCTION Nares WORK TO 8£ DON£ THE Cf/AO/NC WORK Sf/ALL CONSIST OF THE CONSTRUCTION OF All CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACIL/T![S, AND PLANTING' OF PERMANENT LANDSCAPING AND Pf?EPARATION OF AS-BUILT G'RAD/NC Pl.ANS, AS-BUILT CEOLOC/C MAPS AND REPORTS, ALL AS SHOWN OR REOUIREO ON Tf!IS SET OF PLANS AND Tf!E CITY STANDARDS, SPEC!f/CATIONS, REOUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE Cf/AO/NC WORK SHALL BE PERFORMED IN ACCORDANCE W/Tf/ THE FOLLOWING DOCUMENTS. CURRENT AT TH£ TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD STANDARDS. J. THIS SET OF PLANS. 4. APPROI/AL LWER DATED APRIL JO, 2014. 5. THE STANDARD SPECIFICATIONS FDR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6: SOILS REPORTS ANO RECOMMENDATIONS BY CEOCON, INC DATED MARCH 14, 2014. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MODIFIED BY THE CITY OF CARLSBAD STANOANOS. 8. STORMWATEN POLLUTION CONIROL PLAN (SWPPP) PREPARED BY ODAY CONSULTANTS DATEO APRIL 9, 2014, WD/0 NO. 9 J7CJ7044J, REC'D JULY 23, 2014. 9. CALIFORNIA STORMWATER DUALITY ASSOCIATION (CASOA) STORMWATER BEST MANAGEMENT PRAC71CES; CONSTRUCT/ON HANDBOOK,· ANO THE STATE OF CALIFORNIA DEPARTMENT OF Tf/ANSPORTA7/0N CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP} MANUAL. 10. STORMWATER /MIIACEMENT PLAN (SWMP} PREPARED BY ODAY CONSULTANTS DATED JUNE JO, 2074, SW 14-01. LEGEND DESCRIPTION NOT£· OUANTIT/ES ARE FON BOND/NC PURPOSES ONLY. ACT/JAL QUANTITIES MAY VARlc STANO.ARD owes. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OTHERWISE STD, DWG. SYMBOL QUANTITY PROPERTY BOUNDARY RIGHT-OF-WAY LINE. 6" CURB ..... _(,'-1. 6" CURB & CUTTER. _!,'-2. PCC PAVEMENT (TRUCK DOCK PER ARCHITECT PLAN). PCC PAVEMENT (SEE STRUCTURAL SECTION NOTES SHT. I) ..... PERMEABLE PAVERS (SEE DE/AIL SHT 2). CONCRETE SIDEWALK. . . . . PEDESTRIAN f/AMPS. .C-7 .. .G-27. DISABLED PARK/NC . CONCRETE RIBBON GUTTER. M-21A&8, M-28A&B. EXISTING CONTOUR. . PROPOSED CONTOUR. OAYLIGl/T LINE CUT/ FILL LINE. . . EXISTING SPOT ELEVATION. . . EXIST/NC fZDWLINE ELEVATION . . EXIST/NC SLOPES. . . . . cur ON FILL SLOPE LINES. . . . FlOWLINE ELEVA7/0N. FINISHED SURFACE SPOT ELEVATIONS. FINISHED GRADE SPOT ELEVATIONS. FINISHED G'RADE AT TOP OF BERM. . . BROOKS 1212 CB CATCH BASIN BROOKS 36J6 CB CATCH BASIN. . ROOF DNAIN (PER ARCHITECT PLAN}. . . . . . TRENCH Of/AIN W/BIOCLEAN INSERT. 6" H.O.P.£. STORM Of/A/N {,1DS N-12 ST OR EQU!v.}. 8" H.O.P.£. STORM 01/A!N {,10S N-72 5! OR EQUIV.}. 12" H.O.P.E. STORM DRAIN {1105 N-/2 ST ON EQUIV.). 78" H.O.P.E STORM DRAIN {1105 N-12 ST OR EQUIV.}. STORM Df/AIN CLEANOUT. .0-60. .0-60. .0-60. .0-60. .D-9. -390-,.._ _.._ --"-- . -II jJ__ II -- . ~ -~ J75.0 Fl JBO --2.... FS ~ Ta~ l8I 0 [gQl 378.0 FG ---.so·--- ---.so--- ---.so--- ---so·--- IF ~ CURB OPENING/SPILLWAY (DE/AIL, SHT. 2) . B!ORETENTION (AND HYDROMOD!f/l'A T!ON} AREA (SEE SHEET 2 FOR DETAIL). . . . . . . . . . GHTIT Till 3fff.11ic 8/0RETENTION OUTLET (SEE SHEET 2 FOR OE/AIL). 4 'x6' "URBAN GREEN" B/Of/LTER INLET. WING-TYPE HEADWALL. R/P-f/AP ..... RETAIN/NC WALL. . . . . /RASH ENCLOIJSRE (W/ SOLID ROOF). .D-J4. .0-40. .C-6' .. .CS-16. SDC&E/TELEPHONE/TV FACILITIES (5HOWN FOR REFERENCE ONLY}. PRIVATE STREET LIGHT. . . . (SHOWN FOR REFERENCE ONLY}. * MODIFIED BY CITY OF CARLSBAD STANDARDS CITY OF VISTA SANITATION DEPARTMENT -··---··-·---o0-PSD- ICT;J -PSD-( 'e@ M E::zl Gt] 31 ISJ 0 oeo "AS BUILT" J EA 4 EA 59 Lf 407 LF I EA 6,82J SF I EA J/8 SF 2 EA BMP NOTES ~ C2d/ _l(_:J~s. I. CONTR.4C1DR S/.1,l/....L OEiTAIN A CITY OF VISTA BASIN: V35 (202H-202J) GP14-010 TIMOTHY 0. CARROLL, JR. DATE CON,STR.UGTION PER!v1IT (Rf:.VJ/;,\v FOR SE.'wE.R CbNFLIC.T.S ONLY) DESIGNED BY: B.R., L.S. . DATE: MARCH 2014 DRAWN BY: G.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 131020 ENGINEER OF WORK: Tl~4 DATE: 1illlt RCE: 55381 I. ONSITE BMP's FOR THIS PNOJECT DEVELOPER AND/OR FUTURE OWNE, ARE TO BE MAINTAINED BY THE RS. CITY OF VISTA BENCHMARK DESCRIPTION: 2" DISK MARKED 'CPS CONTROL PT. 2002" LOCATION: IN SIDEWALi( NON TH SIDE OF PALOMAR AINPON T ROAD, JOO FEET WEST OF MELROSE DRIVE. RECORD FROM: R.OS. 17271, PT. NO 71 ELEVATION: 444.00 M.S.L DATUM: NCVD 1929 "AS-BUILT" ~~ RCE: 55381 EXP. 12L31/1~ REVIEWED BY: --fr I""' '7 /1 r11. J. · 0 fS~~ IOI~ E~~ INSPECTOR V I p~s::_ DAE 3/4~/zo/£ DATE ~J_lj~ ATE 2. C.ONTR.ACTOR 5/./AL.l-CPLL C.ITY OF' VIS/A ENGINEER/NG INSPECTOR F6P. JlLL. .SE'w'ER WORK 10/2c}i -r, 111\-A< -PJJILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION RCE 55381 EXP. 12/31/14 R/WED BY: ~-~ J/_!J_~/5 -~ _ik/1" APPROVED DA E ·-.-J 11 fNSPECTOR -DATE I SH1ET I CITY OF CARLSBAD SHEETS 4 ENGINEErllNG DEPARTMENT PRECISE GRADING PLAN FOR: LOT 17 CARLSBAD RAC£WA Y BUSINESS PARK APPROV'z:1 JA,~l_DERT ~ , ,(;U}(;., , I /• ~"7, /;, ENGINEEFrMANAGER PE 63912 EXPIRES 9/30/1/ft, DATE , ,. . ' I DWN BY: PROJECT NO. DRAWING NO. DATE INIT!AL 'DATE' INIT!AL CHKD BY: S.D.P. 14-01 482-5A OTHER APPROVAL Cl1Y APPROVAL RVWD BY: ILD/4--NA G.P 14-010 I / 0 :E ~ G) 0.,::.. .... 0) .,::a. "" I (J1 )> .JO' CRUSHED, WASHED STONE SP£C/R£IJ SOIL MIX t 12· GRA.t:L £ND CAP (SCREW-ON) PERFORATED UNDERDRA/N- PERFORA TIONS FACING DOWN OUTFALL PIPE - fZOW DRILL OR/RC£ HOLE AT flOMJNE (SE£ PLAN FOR SIZE} DETAIL -BIORETENT/ON FACILITY OUTLET NOT TO SCALE O' k- ~ 'Ii /:•: :11',if '.i {11:,' 7'' / ,::-, 60' I SCALE: 1 " ~ 60' LOT 18 WIDTH VARIES PER PLAN BOrRETENT/ON ARDI WIDTH VARIES PER PLAN 6" FR££80ARD COMPACTED fill "°;,~;~-1t;~ v I /0" MIN --------- 24" SAND/COMPOST M/X-t?-c~__j 4" PEA GRA~L ---+~~•;.·; 6" MIN (H SHOWN ON PLAN IF f==: __ ,,,,,_ec;'q,;,_~;;;,-cc,-;i,/_c~\.;;;.id;li: __ :if1-·E,ls~\~;Ll{ij~~Q~~-g,;(;i:~~-~~,>~· .9iig~6l{i~i?Ll:,~;ijbcg;;f~::· DIFFERENT) J/4'-2" CRA ~L, 1%,IQN. /Jf 1,1/N, - 5 INCH/I HOUR !NRLTRA TION _, °' -~' ~,,, RAT£ TO BE VERIFIED BY 6'EOTECHNICAL ENGINEER INSTALL IMPERMEABLE HDPE--+----- LINER W / JOINTS WELDED TO PROV/OE WA TEr?--TIGHT SEAL (.JO Mil MIN) PER CEOTECHNICAL R'ECOMMENOA TIONS 4" PERFORATED UNDERDRAIN 1% MIN. SLOPE 12' MIN. ,..__..,,.,_ _ __[_f " I GRAV£/. LAYER ARDI EOUALS 8/0RETENTION ARDI WIDTH EXCEPT AS NOTED PER PLAN TYPICAL BIORETENTION BASIN NOT TO SCALE SEE tl/ORETENTION NOTES' THIS SHEET 24" MIN. CONCRETE SPILLWAY PER DETAIL THIS SHEET RIP RAP INSTALL /,I/PERMEABLE HOPE LINER W / JOIN TS WELDED TO PROV!Dt WATER-TIGHT SEAL (.JO MIL MIN} PER G'EOTECHNICAL RECOMMEN!JA T/DNS WIDTH VARIES PER PLAN !->---"-.JO~'~' M.~1N.~---t---'B""O"-'Tfl-'='£"-'TEr"-'N-'-'T/i"'ON-'----"ARc,Dl'--'----'W,,,,7D,_,T,'-'-H----'0'"!4R.ec1E""5'---P.,_,E"-'R--'A'-"!A"'N'--------11 '. 24" 6" FR££BOARD ~· CATCH BASIN PER PLAN I M/N.l =r-_ SC·; .r_=.4_ ~----I re PER PLAN ~:..,. V ~ 16" - Y--MIN COMPACTED AIL 560-C-3250 CONCRETE DETAIL PAVEMENT CONCRETE SPILLWAY 24" SAND/COMPOST MIX -r-:::;',,~,J 4" PEA CRA VEL -+-:C PER DETAIL THIS SHEET RIP RAP .:-,~-"-T-MODIRED FLOW CONTROL OR/RC£ 6" MIN. (H Sf/OWN ON PLAN IF DIFFERENT) J/4"-2' GRAVEL, 5 INCH/I HOUR ~~~~~~~~~~ PER DETAIL THIS SHEET MIRAA 140N OR EQUAL lfilAL TRA TION RA 1£ TO BE I/ER/F/£0 BY GEOTECf/NICAL ENC/NEER INSTALL IMPERMEABLE HOPE LINER __ :--~ W/ JOINTS WELDED IV PROVIDE 4" PERFORATED WA TER-T/GHT SEAL (.JO Mil MIN} UNOERDRAIN PER CEO TECHNICAL RECOMMENOA T/ONS 1 % MIN. SL OP£ INSTALL IMPERMEABLE HOP£ LINER W/ JOINTS WELDED TO PROVIDE WA TER-TIG'HT SEAL (JO Mil MIN! PER GEO TECHNICAL RECOMMENDA TIDNS GRA~l LAYER ARDI £DUALS BIORETENTION ARIA WIDTH EXCEPT AS NOTED PER PLAN TYPICAL BIORETENTION BASIN AT CATCH BASIN NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL ©2014 O'Day Consultants, Inc. I. \1 Jl02~\Gruc;,ng\13201\G:JZ.G'llg S,;p 12. 101+ 9, o· ,:,~ NOT TO SCALE SEE tl/ORETENT!ON NOTES' THIS SHEET c~/~T s 2710 Loker Avenue West Civil Engineering Suite !00 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fu:,,;: 7150-931-8680 ODayConsultaoi:s.com kef s: I 520/IG; U'.WA.'I: 1 JLU'l,C; 1310/•GL Y; ULclr'.HL·: 1320AMAI '; 1..120.AL, 'L : 320 ii'D': Perme~li/,,?cw· DESIGNED BY: B.R. LS. DAfE: MARCH 2014 DRAWN BY: G.M. SCALE: AS SHOWN PRGJECT MGR.: T.C. JOB NO.: 131020 ENGINEER OF WORK: ~Ct;__ DATE: /c)if't: TIMOTHY 0, CARROLL, J~: RCE: 553 1 4 3' WIDE CROSS-GUTTER \ ) / I --- ?' < I LOT 17 I i ' ' I , I FF £LEV.= 398. 0 PAD ELEV.= 397.25 I ! i 1 KEY MAP SCALE· J" ~ 60' SHEET INDEX I 2 .J, 4 VICINITY MAP, NOTES, LECEND KEY MAP, NOTES, STREET SECTIONS; DETAILS GRADING & STORM DRAIN /4 BARS TRENCH I I SIGNING ANO STRIPING NO TES I. THE CONTRACTOR IS RESPONSIBLE FIR INS"IALLINC All SIGN/NC AND STRIPING: 2 S/C-NINC. STRIP/NC AND PA 1£M£NT MARNNGS SHALL CONFORM TO Tf/£ CALIFORNIA MANUAL ON UNIFCRM TRAFFIC CONTR!1'. DEWCES (ff/WA '.5 MUTC/J 2003 REWS/ON I, AS AMENDED FOR USE IN CAL/Fa?NIA) CAL TRANS STANDARD SPEGFICA IIOVS ( JUL Y 2006 CR LA TEST 1/ERS/ON 1H£R£0), Tl-/£'i£ PLANS ANO Tl/£ SPEGAL PROWS/CNS .J ALL SIGNING AND STRIPING IS SIJBECT TO Tl/£ Aff'ROVAL CF Tl/£ PUBLIC W-Yi'KS 0/RECT(R CR HIS REPRESENTA 111/E, PR/{R TO INSTALLA 1/0V. 4. ANY OEWATIOV FRQI/ THEY SIGNING ANO SIR/PING PLANS SHALL 8£ APPRDI/ED BY TH£ ErVG/NEER CF OCWK AND PUBLIC llmKS DIRECTOR PRIOR TO ANY LHANG'E IN ff/£ FIELD 5 ALL STRIPING SHALL 8£ REfl£CTII€ PER CALTRANS SPfflFICATICJI/S STRIPING Sf/ALL 8£ REPAINTED mo MEEKS AFTER IN!Tl1U PAINT/NC. 6. PRIOR TO FINAL ACCEPTANCE CF STREET IMPROl£MENTS, ALL STREET SIR/PING ANO MARKINGS l',/1/-1/N A 500' PERIM£TER CF Tl/[ COVSIRUCl/0'/ PROECT WLL BE RESTCRED TO A "LIKE NEW' CONDI !ION, IN A MANNER MEFTING Tl-IE APPROVAL CF Tl-/£ OTY INSPECTOR. 7. EXACT LOCATION OF STRIPING !IND STCP LIMIT LINES S/-IALL BE APPROl£0 BY Tl/£ PUBLIC IIO/IKS DIRECTTJR OR HIS REPRESENIAT/1£ PRJCR TO INS!ALLAI/OV. 8. CCJVTRACTCR SHALL REMO!€ ALL CONfl/CTING PAIN/ED LINES, MARKINGS AND PA 1£MENT LEG'ENDS BY CR/NO/NG DEBRIS SHALL BE PROI/PTl Y REMOl£0 BY Tl/£ CCWTRACTOR. 9. ALL PA 1£Jil£N T LEGENDS SHALL 8£ TH£ LA TEST !£RS/ON OF TH£ CAL TRANS METRIC STENCILS: 10 IJMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. Oi'OSSWALKS SHALL ft:41/E /0' INSIDE DIMENSION UNLESS OTl/£RHISE SPEGF/£0. II. ALL Oi'OSSWALKS, LIMIT LINES, STOP BARS, PA 1£MENT ARROWS AND PA 1£M£NT LEGENDS 51/ALL 8£ 1/-IERMOPI.ASTIC UNLESS OTI-IERl/!5'£ Y'EC/AED. 12 FIR£ HYDR/4VT PA v£M£NT MARKERS 51/ALL CCIVFCf/M TO !HE CALIFG?NIA MANUAL ON UNIFORM TRAmc CONTRa OEWCES (F/-IWA S MUTCO 2(}()] R£W90N I, AS AMENDED FCfl US£ IN CAL/FmNIA) AND SAN DIEGO REGIONAL STANDARD ORAWNG M-19 /,l ALL MEDIAN NOSES AND FLARES 51/ALL BE PAINTED '/£LLOW. ti 10' c'.: 7' I ~ f---8 -, 1$) "" I UP TO 60"____,.:-,,- STORM DRAIN 81/12" REC WATER 26' 5' 4' ,:' "' "' '"' ,t, ), /0' ,:' ~ "' 26' /4' 5' C· --~ "'-121/16'' WATER MAIN ( ") -81/10" SEWER MAIN 14 ALL S/QVS SHALL 8£ STiiNOARD 92£ AS Sf/0/W IN Tl/£ CALIFORNIA MANUAL 0V UNIFCRM 7RAIHC CONTRa OEWCES (FHWA '.5 MUTCO 2003 R£W90N I, AS AMENDED FOR US£ IN C'Al/FCRNIA) UNLESS 0/HERl/fSE SPEC/RED. 15 SIGN P057S 51/ALL B£ SCUARE PERFCRA /£0 STEEL TUBING' WT// BREAKAWAY BAS£ PER SAN DIEGO REG/OVAL STANDARD DRAWNC M-45 TYPICAL UllL/TY S£C770N -£X/S77N6' LIONSHEAD A 1/ENUE NOT TO SCALE 16. P,1-/[N A SICN 15 ATTii0-1£0 TO A POI.£, IT SHALL 8£ MWNTED US/NC A SliWOARO arr IF CARLSBAD MOUN/INC BRACKET HIT/-/ STRAPS 17. EXIST/NC SIGNS REMOl£0 BY Tf/£ CONTRACTOR Sf/Ail 8£ Dtl.iv£/IED BY If/£ CONTRACTOR TO Tl-IE CITY OF CARLSBAD PUBLIC ttai'KS YARD AT 405 OAK Al£NUE. 18. All SIGNS SHOIW ON Tl/ES£ PLANS SHAil 8£ NEW SIG/VS PROWDED AND INSIALLBJ BY Tl/£ CON!RACTCR EXCEPT THOSE SICNS SPECIF/CALLY SHOIW AS EX/SI/NC TO 8£ REL!XA TED OR TO REMAIN. 19. All SIQVAG'E SHAil 8£ REFLEC//1£ PER ASTM DESIQVA TICY>/ 04956 AND SHALL USE /l'PEN PRISMAIIC REFLECT/I£ 51/EETING (HIG-1 INTENSITY PRISMATIC CY? £WAL} UNLESS 01/-/ERWSE SPEOF/£0 RI-/ "sTCP" ANO STREET NAM£ SIGNS SI/ALL USE /l'PEIX PRISMATIC CUB£-CCRN£R REFL£CTlv£ SHEETING (DIAMOND ORAOE WP OR EQUAL) 20. LETTERING ON 5'/R££T NAME 9GNS 51/ALL BE 6" HIG/-/ CAPl!Al L£TTERS //-IE FONT USED FCR LETTERING ON S!REET NM!£ SIGNS Sf/ALL 8£ CLEAIIWEW. ENCROACHMENT PERMIT MAINTENANCE,, AND REMOVAL AGREEMENT 'L EXIST. 20' SEWER EASEMENT I LOT 17 LOT 27 1'---j '-: I OPEN SPACE PROPOS'ED \ ---- SZOPE ;,, -EXISTING ORI~ 18' PARK/N6' 2' '-' CROUND ~~xczr;~/;~~A/SLE STALL [ 't-\~~'/-~ -r,-:,a ' 6" CURB ( -NO TRANSITION NECESSARY @ PARKING BAY CORNERS --=::::;::6:::l":::o=·,s~'-1---~2~'----,----~-I o.~_)..S====c_u._'RB DETAIL -CURB OPEN/NC NOT TO SCALE I FRONT VIEW! ~TOP OF CURB 6'll 2411 6U h.-_.-_ '. ~520-C-2500 • ' 6 '1 . CONCRETE ·_-.·· ~-. :-···_ .. --~--:.:.. --.. 6" • - -r -. - . : TOP or SPILL WA y @ CURB ,,, I SID£ WEW I 12 11 · · FLOW LINE [ ·.~' 24' MIN. . • RIP-RAP 5' x 5' x /' THICK, NO J BACK/No' I R"I O~R MIRAR 140N OR ".w,v. EOUAL FILTER BLANKET FINISH SURFACE NOT TO SCALE 51/uT :i5%~c~M~'.4X~·j;'~if2~5%~M~~Xz',ffi~,_~-===~'.,,~~~~==-~ ~:_,,~-~-:--, "-::: / ,- PERMEABLE PA VERS CURB OPEN/NC/SPILLWAY OETAIL NOT TO SCALE -8" CONCRETE 6" MIN PCC OVER 6" ACC. BASfER DETAIL THIS SHEET OR AS RECOMMENDED BY SOILS c-r.CT/,'nW 'o 9' ENGINEER. SEE STRUCTURAL '-'L: I VJ a- O" CURB 6' CURB 6' MIN. ) 8.J%0' MIN. I / MAX. \ I ";wS"' 5' MIN i ~-.,_;__.,-2% MAX IN L ____ I EVERY 2% MAX IN £VERY DIRECTION OOORS DIRECTION RAMP ADA NOTES CURB RAMP ADA DETAILS NOT TO SCALE (D 5'££ ARCfl/TECTURAL SITE PLAN FDR ADDITIONAL NOTES & OETA//_s INCZUDIN&; BUT NOT LIMITED TO, Tf/£ FOLLOWING.-HANDRAILS, GUARDRAILS, FLARE TRANSYT/ONS, ETC ~ RAMPS & CURB RAMPS Sf/ALL BE CONSTRUCf£0 FREE OF ANY VERTICAL EDGES O~R 0.25" AND PROVIDE FOR flUSf/ TRANSITION. (J) NO CA TCf! BASIN GRATES SHALL HA VE OPENING'S CREA TER THAN 0. 5''. @ RAMPS & CURB RAMPS SHALL 8£ CONSTRUCTED IN A SYNCLE SCORED PLAN£ WITH 2% MINIMUM CROSS FALL @ ALL LANDINGS SHALL BE CONSTRUCTED SO AS NOT TO ACCUMULATE WATER. @US£ COUNTY STANDARDS FOR ALL CURB RAMPS UNLESS MODIAEO BY ARCHIIECT PLAN IF ANY CONFLICTS OCCUR PLEAS£ NOTIFY £NC/NEER OF WORK. BENCHMARK ' CUT-OFF WALL SECTION NOTES. NOT TO SCALE If LOT 17 L LOT 16 1·-1, PROPOSED- SLOPE " '-"'-•"'' II-~" '" 2'---i i--'- -~£_ 18' PARKING ;, "' --v ~I STALL 2' f//GH RETAINING CONCRETE SWALE OUTZET WALL DRAIN WALL PER C-6 f\:::EX!ST!NC GROUND " PER DETAIL Tfl/S \THROUGH 6' CURB FACE-(5££ SHEET 4) Sf/EFT 5~X.-~ I 5~X 0---Q ------~ -----'-4" PERFORATED WALL . DRAIN @ 1.0% MIN. 6" MIN. PCC O~R 6" AGG. BAS£ OR AS RECOMMENDED BY SOILS ENGINEER. SE£ STRUCTURAL S'EC TION NO TES 6" M!tV. PCC OVER NA T!VE OR AS RECOMMENDED BY SOILS ENGINEER. SE£ STRUCTURAL SECTION NOTES: S£C770N 'c-c' NOT TO SCALE "AS BUILT" ~-// // ,,A--~ ~~~s::: DESCRIPTION: 2" DISK MARKED "CPS CONTROL PT 2002" TIMOTHY 0, CARROLL, JR, RCE 55381 EXP. 12/31/14 OOE LOCATION: IN SIDEWALK NORTH S/0£ OF PALOMAR AIRPORT ROAD, .JOO FEET WEST OF MELROSE DRIVE RECORD FROM: R.OS: 11271, PT. NO 11 1oh,,/,5 TC 11\ As -5"1_11--,-- ,---, DAfE INITIAL NOT TO SCALE /" BEDDINC COURSE 1/4"-J/8" WASHED FRACTURED OPEN-GRADED STONE PER ASTM NO 8 REOUIREMEN TS '" , ........ , / , • •• • ,J DATE INITIAL DATE ( JOINT & VOID FILLER 1/4"-J/8" WASf/£0 FRACTURED OPEN-GRADED STONE PER ASTM NO 8 REQUIRE,l,1£NTS PERMEABLE PA VER POURED ( CONCRETE CURB& G'UTTEr? I DETAIL -PERMEABLE PA VERS NOT TO SCALE I se2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRADING PLAN FOR: LOT 17 I SH4TS I CARLSBAD RAC[WA Y 8US/N£SS PARK APPROfl~,::es~!_DERT 1,z9,1S ENGINE-ER MANAGER PE 63912 EXPIRES 9 /30 /1/L DATE OWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: REVIE' ED BY: /)1; --1-IU~,a~(J.l,u-.-- ii SPECTOR ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAi RVWD BY: S.D.P. 14-01 482-5A ELEVATION: 444.00 MS.L DATUM: NGVD 1929 1i C .o • /0 I PRIVATE I SE ! STORM DRAIN PIPE DATA &. NO I ENGTH SLOPE DESCRIPTION 1 1, .... 25.3'·1 4.1% 6" HOPE 2 229.5' 1.0% 6" HOPE ~ 2 5 6 7 9 1 O* 11 12 13 14** EASEMENTS OF RECORD PURPOSE OWNER DOCUMENT SIGH/" DISTANCE CORRIDOR CITY OF CARLSBAD MAP 150/J SEWER LINES CITY OF WSTA FILE No. 2004-1160412 SEWER LINES CITY OF WSTA FILE No. 2004-1/504/J STORM DRAIN CITY OF CARLSBAD MAP 150/J ACCESS LOT 18 FILE No. 2008-0248753 ACCESS LOT 17 flLC No. 2008-0248753 WA/ER MAIN CITY OF CARLSBAD OOC. liJIS'-0115353 BLANKET SEWER ACCcSS arr OF WSTA DOC. 20//;'-000'14/S ENCROACHMENT PERMIT CITY OF VISTA OCX::.. 2015'-000C/4-IG SEWER EAScMENT VACA 1/0N CITY OF WSTA fYY', 20/6-0071654- * LOCA 1/0N CANNOT BE DETERMINED FROM RECORD INFORMATION '*TOBE VAC4TED DURING THE "AS-BUILT" PLAN REVIEW PHASE X '94 -c,I -.J ' ]1[ ;·?\ .1li'.',~i •-•· ' ,, t/ :' / 0 ,c,c :'..;_·: ,, ', l,,, 'f'Li/,: ::::•b~, _:_ ·. i '' >,'.' I I . REC. DATE MAY J, 2005 OFC. 9, 2004 DEC. 9, 2004 MAY J, 2005 MAY 8, 2008 MAY 8, 2008 /VIAR, .12.,WI' JAN. 9,2015 :JAN. 9. 2015 FEB. 19, 2016 If [1]El1Sr 20' I STORM DRAIN EASEMENT _..,._ -- I]]& SEWER LOT 27 OPEN SPACE I EASEMENT X , 0956 SECTION 'E-E' NOT TO SCALF lDT27 DI O F'JV , C' 0 ;I (',';:;' r ..:__J / Dr .rJ v ..:.....J '4,~' '-G ;s,·~o ---<'\~' I/ /I "' 9 2.4 ><24 c.B. "7Tif7''·,."' nn~,., W,'d// i L:.9C/J O,ihJili ;.<,' 8/QCLEAN i.?S'ldl DRAIN INSERT J.9J i, -J.90' > f:,: ,c' <.u fZ ROOF DRAIN ONTO SURFACc SPLASH PAD LOT 17 ROLL -UP -4-_ _.,., ODOR f ,...----ROLL -UP DOOR ~I ' (TYP.) LOT 17 F.F. ELEV.-398.0 PAD £LEV. =337.25 3'il7.58 ROOF DRAINS ARE TO BE DISCHARGED O:ilER SPLASHBLOCKS & FLOW 11/RO/JGH VEGETA !ED SWALES AND/OR RAIN GARDENS PRIOR ro EN/ER/NG THE STORM DRAIN SYSTEM. • _ , -SEE SHEET No. 4 PRDPDScD BASIN PER DETAIL Sf/EET 2 ROOF DRAIN ONTO SURFACE SPLASH PAD 394,0 / FS 3 74.7' 1.0% 6" HOPE SCALE: 1" -20' 4 12.9' 7.0% 6" HOPE 5 58.7' J.7% 12" HOPE 6 40.6' 5.0% 18" HOPF 7 23.8' 4.3% /8" f/DPE C~~??~TS NOT£tf ELECTRONIC DA TA FILES AR£ FOR REFERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR 2710 Loker Avenue West Civil En9ineerin9 Suite 100 Plonning VERTICAL SURV£Y CONTROL Carlsbad, Colifornio 92010 Processing 760-931-7700 Surveying Fox: 760-9-31-8680 ©2014 O'Day Consultants, Inc. OD<JyConsultonts.com \',31CJ2U\Sroa1rg\1320N~03.dwg l)d 14, 2014 -'.-:15pm x,~fs· '.J20AMN': 'J2U,\'.;RD; 1J2G,\UIL: 15201\G-;·x1, IJ2CAI~; 1J20fPOI; U'ZQ,\~ DESIGNED BY: B.R., LS. DATE: MARCH 2014 DRAWN BY: G.M. SCALE: ,,. -20' PROJECT MGR.: T.C. JOB NO.: 131020 ENGINEER OF WORK: --::::_,/ CJ,/ DATE tcl'ffe''t_ TIMOTHY 0. CARROLL, JR. RCE: 55381 "AS BUILT" ~C-# TIMOTHY 0. CARROLL, BR. RCE 55381 EXP. 12/3'1/14 :iVlc' ED BY:a /J/J _ :tJMf ·Cb~ I SPECTOR \ BENCHMARK DESCRIPTION: 2'' DISK MARKED "CPS CONTROL Pr 2002" LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET WEST OF MELROSE DRIVE. RECORD FROM: R.D.S. 17271, PT. NO. 71 ELEVATION: 444.00 M.S.L DATUM, NCl/0 1929 PROPOSED PER DWG 409-/A CURB & CUTTER) \)(/Sr TYPE F C.B. EXIST: S.D. -~ p~~R.O!,;/,OWS.GcD ClEANOUT " "' PAVEMENT . . ~r==]]]!lffirF!::=::r .. ;rs'.::= • SECTION 'o-0' NOT TO SCALE '• " . SEE SEC'fl(}N 'li-e; ~- JO/lJ/•r Tr DAfr INITIAL ENGINEER OF WORK SHEET 2 · ,g~-0 'ts ROOF DRAIN ONTO • SURFACE SPLASH PAD I ' I ,\ AS-B'' 1' T REVISION DESCRIPTION ' ( ', .· 1· I ' ' ,- ~--~~, -----:l r • EXIST: S.O. C.O. -_-Jr~-,, , , (394.5 RIM) o" CURs7! : \ (369.0FL) 1J95.73 ,c ., _ ~ -----J94.2J fZ I I ' (' CONVERT EXIST. • , DATE INIJIAL OTHER APPROVAL ' TO Cll;ANO!JT TYPE F CA.TCH BASINI &-ADJUSTGRAD£ (3920.EXIST. RIM) "'rr-l-Ji 395. 0 RIM EXIST. - 381.50 fl IN (12"), I 54" RCP 1 J8l.50 fl IN (18") I s.o, ""'ii (381:D fl OUT) / I DETAIL -CURB OPENING/STORM DRAIN DATE INITIAL CITY APPROVAL SCALF: /'' = to' X 402,Q f ! CA 0 ,i' jf/ 1WJJP )\JOJ , X 402. 2 PROPOSED LIM/ TS OF GRAD/NC X 4UJ, 8 BMP TABLE DESCRIPTION QUANTITY ~ 8/0FILTRAT/ON BASIN I EA, ·i~"-" DRAIN INSERT ~ 2 EA. 11 LilClf I s"3ET I CITY OF' CARLSBAD SHEETS 4 ENGINEEHING DEPARTMENT PRECISE GRADING PLAN FOR: LOT 17 CARLSBAD RACEWAY BUSINESS PARK APPR~1JJ,ldiJ-LDERT /•.2.'I, IS ENGIN6 R MANAGER PE 63'll2 FXPIRES 9/30/1iL DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: 5'.D.P. 14-01 482-5A 4 ~ 2 5 6 7 9 1 O* 11 12 13 14** >IC . 7 I I AC 18 I I , -,, 7 - j I ) f 6 ' "'f 7 14 EASEMENTS OF RECORD PURPOSE OWNER DOCUMENT SIGHT DISTANCE CORRIDOR CITY OF CARLSBAD MAP 15013 SEWER LINES CITY OF VISTA FILE No. 2004-116'0412 SEWER LINES CITY OF VISTA FILE No. 2004-1160413 STORM DRAIN lYTY OF CARLSBAD MAP 15013 ACCcSS LOT 18 FILE No. 2008-0248753 ACCESS LOT 17 FILE No. 2008-0248753 WATER MAIN CITY OF CARLSBAD DOC. 20/S-0//5353 BLANKET ScWER ACCESS CITY OF WSTA DOC. WI{;· !XX) o/+IS ENCROACHMENT PERMIT CITY OF WSTA DX. 20I5·000<f't1fi, SEWER EASEMENT VAC:4 TION CITY OF WSTA [/IX;, 20/6· 007165'4 'LOC:4/lON CANNOT BE DETERMINED FROM RECORO !NFORMA/lON " TO BE VAl:4 TED DURING' THE "AS-BUil T" PLAN REWEW PHASE. NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL ©2014 O'Day Consultants, Inc. REC. DATE MAY J, 2005 DEC. 9, 2004 DEC. 9, 2004 MAY J, 2005 MAY 8, 2008 MAY 8, 2008 NIAP-..12,2.0/ JAN. 9., 2015 JAN.9,20/5 t-EB./9,2016 w 39J.9B II -frr~V--FS / /' / // ;'/ ...-,.:--ELECTRIC TRANSFORMER ,-- ' / ' ' ' J,- ' 7 I '' '' I I I' ' ' ' _J : 397.4 TIMOTHY 0. RCE 55381 --\__ EXIST. SUBDRAIN BUILT" • c~/~- DESIGNED BY: 8.R. LS. DATE: MARCH 2014 DRAWN BY: G.M. SCALE: 1" ~ 20' PROJECT MGR.: TJ;_. JOB NO.: 131020 s 2710 Lok.<Jr Av'enue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~CL_ Carlsbad, C\llifornio 92010 Processing DATE:~_ 760-931-7700 Surveying Fox: 760-9J1-tl680 ODuyCom1ultants.com TIMOTHY 0. CARROLL, JR. RCE: 55381 SEE SHEET No. 3 LOT 17 F.F~V.=398.00 ~ (P_ADELEV.=:39_@39!-58 ROOF DRAINS ARE TO .. BE DISCHARGcD OVER SPLASHBLOCKS & FLOW THROUGH VEGETA TEO SWALES ANO/OR RAIN GARDENS PRIOR TO ENTERING THE STORM DRAIN SYSTEM. ---400--- 1,1 PRIVATE .' ROOF DRAIN ONTO SURFACE SPLASH PAO STORM DRAIN PIPE DA TA NO I 2 3 4 (,, LENGTH SLOPE DESCRIPTION 192.2' 1.0% 18' HOPE 99.8' J.7% 18" HOPE 12.4' !JI% 18" RCP~/350-0 47.7' 26.1% 8" HOPE 34.,' 12.2% !8" HOPF 2'1 l'f. (,," C DESCRIPTION, 2" DISK MARKED "GPS CON!ROL PT. 2002" LOCAfiON: IN SIDEWALK NORTH SIOE OF PALOMAR AIRPORT ROAO, 300 FEET WEST OF MELROSE OR/VE RECORD FROM, R.O.S 11271, PT. NO. 71 ELEVATION• 444.00 MSL DATUM: NGVD 1929 fa ~@cGI!' T<' INITIAL DATt ENGINEER OF WORK __ .,,-EX!J/SUBORAIN --_,L \,, I I I } / I ' i ' ' ROOF DRAIN -. \ \ I ONTO SURFACE . I;) '> n'b SPLASH PAO _ -~-K 91? 6. 5'. RAMP"l ~ (, JJB.0% / ' \_J t/\ AS-><II 11...T REVISION DESCRIPTION ✓• /- / / / 4.,> / ~;"1:,/ C r/ I / I / I / L/ DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL X 40/,f;' X 40/.B o· 20' ics:-:;=~~"""'· -10' SCALE• 1" ~ 20' ' '•/EXIST. SUBORAIN / 15013 I /Ir--SEE SECTION ' SHEET 2 'c-C' -' BMP TABLE DESCRIPTION QUANTITY 8/0FII.TRATION BASIN 3 £A. FLOW-THROUGH PLANTER I EA. I SH4ET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 4 PRECISE GRADING PLAN FOR: LOT 17 CARLSBAD RACEWAY BUSINESS PARK APPROVED:1;:-1~~ / o2,')o/$ ENGINEER MA' AGER PE 53912 EXPIRFS 9/30/1')1,.. DATE - DWN BY: PROJECT NO. DRAWING NO. CHKD BY: S.O.P. 14-01 482-5A RVWD BY• C :E .i:i.C) 0 .i:i,. """'co .i:i,. I\) I ~