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HomeMy WebLinkAboutDWG 482-5; SDP 14-01; BURKE CARLSBAD BUSINESS CENTER; 01-04GENERAL NOTES (IN ADDITION TO TIIE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL COO£.) I. Tl/IS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD RECAROINC IMPROVEMENTS SHOWN 0/V THIS SET OF PLANS. 2 APPROVAL OF Tl/IS PLAN DOES /VOT LESSEN OR WAIVE ANY PORTION OF TIIE CARLSBAD MUNICIPAL CODE, RESOLUT/ON OF CONDIT/ONA/ APPROVAL, C/TY STANDARDS OR OTHER AODITIONAL DOCUMt/VTS LISTED HtREON AS TIIEY MAY PERTAIN TD THIS PROJECT. THE tNG1/NEER IN RESPONSIBI.E CHARGE' SHALL RtVISE THESE PLANS WHEN NON-CONFORMANCE: IS DISCOVERED. J CITY APPROVAL OF PLANS OOtS NOT RELIEVE THE DEVELOPER OR ENC/NEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECT/ON OF E,?RORS AND OMISSIONS DISCOVERED DURING CONSTRUC110N. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 17-/t CITY tNGINEtR FOR APPROVAL. 4. A RIG'HT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PtRMIT ISSUANCE, A CER11FICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAM/NC THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMIITEE's POLICY IN THE: MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 7/-/E INSURANCE COMPANY WRIT/NC THE POLICY MUST HA VE A RA 11NG OF 'fl-" OR BETTER ANO A SIZE CA IEGORY OF CLASS V OR BE'TTER AS ESTABLISHED BY ''BESTS" KEY RAT/NC CU/OE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTIIER APPROPRIA IE AGENCIES. 6 REVIS/ON OF Tl/ESE PLANS MAY BE RE()UIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT ACRffUE'N[ 7. NO REVISIONS WILL 8£ MADE TO THESE PLANS WITHOUT THE WR/TIEN APPROVAL OF THt GITY ENC/NEER, NOTED W/7/-1/N THE REVISION BLOCK, ON THE APPROPRIA IE SHtET OF THE PLANS ANO THE T/llE SHEE[ 8. OR/61/NAL DRAWINGS SHALL BtCOME 7/-/E PROPERTY OF THE arr UPON BEING SIG'NEO BY THE arr ENCINEtR. 9. Tf/E ORIGINAL DRAW/NC SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TIIE WORK BY Tl/£ CITY. 10. ACCESS FOR FIRE ANO 0/HER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL l/MES OUR/NC CONSTRUCT/ON. 11. WHERE TRENCHES ARE W/Tfl/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF. (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPAC110N CURVES, SHALL 8£ 5VBMITT£0 BY A PROFESSIONAL ENC/NEER OF TIIE STA IE OF CALIFORNIA, PRINCIPALLY DOING' BUSINESS IN //-IE FIELD OF APPLIED SOILS MECHANICS. Tf/E SOILS REPORT WILL BE SUBMITTED TO 7/-1£ CITY &VG/NEER/NC INSPECTOR WITHIN TWO WORK/NC OA YS OF THE COMPL£110N OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) S'HALL BE IMMEOIA TELY SUBMIT/ED TO Tf/E CITY ENC/NEER/NC INSPECTOR UPON COMPLETION OF THE FIELD IESTS. 12 A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TO TIIE BEGINNING OF WORK ANO SHALL Bt ATIENOtD BY ALL RtPREStNTA 11V£5 RESPONSIBLE FDR CONSTRUCT/ON. INSPEC110N. SUPE,?V/SION, TEST/NC AND ALL OTHER ASPECTS OF TIIE WORK. THE CONTRACTOR SHALL REDUEST A PRECONSTRUCT/ON MEET/NC BY CALLING THt INSPEC110N LINE AT (160) 438-3891 AT LEAST FIVE(5) WORKING' DAYS PRIOR TO STARTING GONSTRUC!ION. 7/-/E CONIRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE ANO TIME FOR THE PRtCONSTRUCT/ON MEE11NC. APPROVED DRAWINGS MUST Bt AVAILABLE: PRIOR TO SCHEDULING. THE GRAD/NC PERMIT WILL Bt PROV/OlV BY TIIE PROJECT INSPECTOR AT THE MEE11NC. /J ALL INSPEC'_110N REQUESTS OTf/ER II/AN FOR PRECONSTRUCT/ON MEET/NC WILL BE MADE BY CALI/NC TI/E ENC/NEERING' 24-HOUR INSPFCT/ON REQUEST LINE AT (760)438-3891. INSPECTION REOUESTS MUST BE RFCEIVED PRIOR TO 2·00 P.M. _ON TIIE DAY BEFORE TIIE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE REQUESTS MADE AF/ER 2:00 P.M. WILL BE SC'HEOULEO FOR TWO FULL WORK DA YS LATER. 14. Tf/E OWNER ANO/OR APPLICANT Tl/ROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL OESIGJ/, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES; INCLUDING SHORING, ANO Sf/ALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY AND HEAL 7/-1 STANDARDS, LAWS ANO REGULA T/ONS. 15. 7/-/E CONTRACTOR S'HALL CONFORM TO LABOR COO£ SEC110N 6705 BY SUBM!T11N6' A DETAIL · PLAN TO THE CITY ENC/NEER AND/OR CONCERNED AGE'NCY SHOWING Tf/E DESIGN OF SHORING, BRACING SZOPINC OR OTHER PROII/SIDNS TD BE MADE OF WORKER PROTEC110N FROM THE HAZARD OF CA VINO GROUND OUR/NC THE EXCA VAT/ON OF SUCH TRENCH OR TRENCHES OR OUR/NG 7/-/E PIPE INSTALLA 11011 THEREIN. Tl/IS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') DR MORE IN DEPTH AND APPROVED BY TIIE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TI/E PLAN VARIES FROM Tl/£ SHORING_ SYSTEM STANDARDS ESTABLISHED BY 7/-/E CONSIRUCl/ON SAFETY ORDE,?S, 117! E 8 CALIFORNIA ADMINISTRA 111/E CODF 7/-/E PLAN SHALL BE PREPARED BY A RECISIEREO £NC/NEER AT Tl/£ CONTRACTORS EXPFNSE. A COPY OF 7/-/E OSHA EXCAVA110N PERMIT MUST 8£ SUBMITTED TO TIIE INSPECTOR PRIOR TO EXCA VAT/ON. 16. IF ANY ARCHAEOLOGICAL OR PALEOLOGYCAL RESOURCES ARE 0/SCOI/ERED WITHIN ANY WORK AREA DURING' CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY ANO THE PERMITTEE WILL N011FY THE CITY ENC/NEER. OPERA 110NS WILL NOT RE'S TART UNTIL /HE PERM/TT££ HAS RECEIVED WR/TIEN AUTI/ORITY FROM Tift arr ENG/NEER TO 00 so. 17. ALL OPERATIONS CONDUCIEO ON TH£ SIIE OR ADJACENT THERETO, INCLUDING WARMING' UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING' EQUIPMENT, CONSTRUC110N EQUIPMENT ANO ANY OTHER ASSOC/A /ED GRADING EQUIPMENT SHALL BE Lllrf!TEO TO TIIE PERIOD BtTl'lfEN 7:00 A.M. ANO 6·00 P.M. EACH OA Y, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRAD/NC OPERATIONS SHALL 8£ CONOUC/EO ON l'lfEKENOS OR HOUDA )'.5. (A LIST OF arr HOLIDAYS IS AVAILABLE AT 7/-/E ENC/NEER/NC DEPARTMENT COUii/ER.) 18. ALL OFF-S/IE HAUL ROUTE5 SHALL BE SUBM/TTFD BY THE CONTRACTOR TO 7/-/E CITY ENG/NEtR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. IMPORT MA /ER/AL SHALL BE OBTAINED FROM, AND WASIE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROI/ED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RFSPONS/BLF FDR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STRFETS AS A RESULT OF THE GRAD/NC OPERA T/ON. 19. NO BLASl/NC SHALL Bt PERFORMED UNl/L A VALID BLASTING PERMIT HAS BEtN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLAST/NC PERMIT WELL IN AO VANCE OF 7/-/E SCHEDULING OF BLAS/INC OPERA T/ONS. 20. THE EXISIENCE AND LOCA !ION OF UTILITY SIRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUC110N PLANS l'lfRE OBTAINED BY A SEARCH OF TIIE AVAILABLE RECORDS ATIENl/ON IS CALLEO TO THE POSSIBLE EXISTENCE OF OTIIER UTILITY FACILl11ES OR STRUCIVRES NOT SHOWN OR IN A LOCA 110N DIFFERENT FROM THAT SHOWN ON 7/-/E PLANS. TIIE CONTRACTOR 1.5 REQUIRED TO TAKE DUE PRtCAUTIONARY MEASURES TO PROTECT Tl/£ U11LIT/ES SHOWN ON THE PLANS AND ANY OTIIER EXIST/NC FACILITIES OR SIRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL I/ER/FY Tf/E LOCATION OF ALL £XIS11NC FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN TIIE PROJECT SITE SUFFICIEN/l Y AHEAD OF GRAD/NC TO PERMIT THE REII/S/ON OF THE GRAD/NC PLANS IF IT IS FOUND THAT THE ACTUAL LOG~ T/ONS ARE IN CONFL/C T WI TH THE PROPOSED WORK. 22 THE CONIRACTOR SHALL NOTIFY AFFECTED U11LITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORK/NC DAYS' PRIOR TO START/NC GRADING NEAR 7/-1£/R FACILITIES ANO SHALL COORDINA IE THE WORK W/7/-1 A COMPANY REPREStNTA 11VE. NOT£!! UNDERGROUND SER VICE ALERT SDG&E AT&T SBC TIME WARNER GABLE COX COMMUN/CA l/ONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD {SEl'lfR, WA /ER & RECYCLED WA /ER) (800) 422-4133 (BOO) 660-7 343 (BOO) 892-0123 (800) 892-0123 (760) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 c~/~r s ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 2710 Loker Avanua West Civil Engineering VERllCAL SVRVEY CONTROL ©2014 O'Day Consul tan ts, Inc, l·\1311}20\lmpr,Jvern~nl\7320/1;01 T1,le.d,sg Oc•. 17, 20'4 12.:>ipr"" Xreof~. I )J.01\I; ULO;,N: IJLOl;JC Suite 100 Planning Carlsb'Jd, Colifornia 92010 Processing 760-931--7700 Surveying Fax: 750-9J1-8580 ODayConsulta11h.com LOT 17 STREET NOTES -CARLSBAD RACEWAY BUSINESS PARK IMPROVEMENT PLAN 1. AC/VAL STRUC/VRAL S£C110NS WILL BE DETERMINED AFTER ''fl" VALUE IESTS HA 1/E BEE'N CONDUC/EO BY A PROFESSIONAL ENGINEER OF THE STA IE OF CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMtNT SOIL. TIIE ''ii" VALUE: TESTS ANO THE tNCINEERtO STRUCTURAL SECTION MUST BE SUBMITTED TO Tl/£ ENGINEERING' INSPECTOR FOR REY!tW AND APPROVAL A MINIMUM Of TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2 SIT/EET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS; SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THt 'fiS-BUILr" PLANS. NO DIRECT BURIAL STRE'ET LICHT FOUNDATIONS WILL 8£ ALL0/11£'0. ALL LUM/NA/RES S'HALL BE "cur OFF" TYPE. J ALL UNDERGROUND U/11/TIES ANO LAIERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS. CROSS CUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE RE/NfVRCEO CONCRETE PIPE W/7/-1 A MINIMUM D-LOAD OF 1,350. FOR PRIVATE' STORM DRAIN PIPES, UP TO 15" PVC MAY 8£ UTILIZED PROV/OED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE 't" ANO PIPE MEFTS ASTM STANDARD 3034 FOR SOR 35 SOLIO WALL PIPE 5 WHERE: AN EXIS11N6' PIPE LINE IS TO BE ABANDONED IT S'HALL BE REMOI/EO WIT/1/N Tl'lfNTY FEET OF BUILDING OR STREET AREAS AND RtPLACED WITH PROPtRL Y COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED W/7/-1 CONCRETE OR REMOVED AS APP.ROI/ED BY THE CITY fJVGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REOUIREMENTS OF T/TlE 24, CALIFORNIA AOM/NISTRA T/VE coot: 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF Tilt CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE H'fORAN r MARKERS SHALL BE PLACED IN 7/-/t SIREtT WITHIN THE LIMITS OF WORK OF II/IS PLAN PER SORS owe M/9. 9. ALL SURVEY MONUMENTS ANO POINTS THAT ARt DISTURBED BY THIS WORK S'HALL BE REESTABLISHED, PERPETUA Ill}, ANO DOCUMENTED PER THE PROHSS/ONAL LANO SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) S'HEETS SHALL 8£ PROV/0£0 TO TIIE CITY ENGINEER/NC INSPECTOR. 11. IN ACCORDANCE WITH THE CITY STORM MITER STANDARDS; ALL STORM DRAIN INLETS SHALL Bt STtNCILEO TO PROHIBIT !LLIC1/T DISCHARGES DOWNSTREAM. STtNC1/LS SHALL BE PROV/OED TO I/IE SA T/SFACTION OF 7/-/t CITY ENGINEER. SEWER NOTES I. SEWER MAIN AND APPUR/ENANCES SHALL BE CONSTRUCIEO IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENC/NEER/NC STANDARDS" (LATEST E0/11011), VOLUME I-GENERAL DESIGN STANDARDS, CHAPTER 6-DES/GN CRITERIA FOR GRA V!TY SEWER LINES AND APPURTENANCES, ANO VOLUME 3-STANOARO ORAWIN(,'S ANO NO/ES ANO Tl/£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCl/ON, LA /EST EDITION (GREEN BOOK). 2 THE CONTRACTOR SHALL OBTAIN AN £XCAVA110N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 110N ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA IE CONSTRUCTION SAFETY ORDERS. J BEFORE ANY CONNE'CTION TO THE DISTRICT's EX/S11NC SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO APPROVED BY THE 0/STRICT's ENC/NEER ANO SUPERINTENDENT. 4. BEFORE: CONSTRUC110N BEGINS IN ANY PUBLIC RIGHT OF WAY, A C1/TY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. 5. TI/E CONTRACTOR Sf/ALL N011FY 11-1£ CITY OF CARLSBAD ENC/NEER/NC INSPEC!ION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON (TELEPHONE NO. 760-438-.J891}. WATER NOTES I. WA/ER & RECYCLED W,,ITER MAIN ANO APPURIENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THt "CITY OF CARLSBAD ENGINEER/NC STANDARDS" (LA/EST EDITION) VOLUMES 2 & J 2 THE CONTRACTOR SHALL OBTAIN AN EXCAVA I/ON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA 110N ANO SHALL PROV/OE PROOF OF OSHA NOTIFICATION AND S'HALL ADHERE TO ALL PROVISIONS OF TIIE STA IE CONSTRUCT/ON SAFETY ORDERS. J BEFORE ANY CONNEC110N OR SHUT DOWN OF VALVES ON tXIST/NC C:M.WO. LINES, A PERMIT SHALL BE OBTAINtO FROM Tf/£ C:M. WO. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBA0':5 DEPUTY CITY ENGINEER AND Tf/E UTILITY OPERA 110NS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCI/ON CONFERENCE MEETING' SHALL BE HELO A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SI/ALL N011FY 7/-/E CITY OF CARLSBAD ENGINEER/NC INSPECTION 48 HOURS PRIOR TO BECINNING OF GONSTRUG110N, IELEPHONE N0.(160) 438-3891 FOR SCHEDULING. 5 THE CONTRACTOR SHALL NOi/FY 7/-1£ CITY OF CARLSBAD ENC/NEER/NC !NSPEC110N DEPARTMENT 48 HOURS PRIOR TO START/NC WORK SO Tl/AT INSPECTION MAY BE PROV/OED -TELEPHONE NO. (760)438-.J89I. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN 11-/E WA/ER LINE EASEMENT, ALL EXIS11NC TREES ANO STRUCTURES Sf/ALL BE REMOI/EO PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM TIIE DISTRICT ENC/NEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROIECTEO BY MEANS OF CATHODIC PROIECT/ON. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRAT£5 THAT PRDIECTION CAN 8£ PERFORMED IN ANOT/-IER MANNER, 7/-/E DISTRICT fJVC/NEER WILL CONSIDER AN AL (£'RNA 111/E FORM OF PRO /EC TION. 8. THE EXACT f/OR/ZONTAi AND 1/ERTICAL ALIGNMENT ANO TYPE OF MA IER/AiS OF Tf/E FIRE UN£ LOCA TEO BETWEEN THE DETECTOR CHECK VAL VE ANO BU/LO/NC SHALL BE OE/ERMINED BY 7/-1£ CITY OF CARLSBAD f7RE MARSHAL. 9. ALL POTABLE WATER ANO RECYCLFO WA/ER SERVICES SHALL BE/" ANO ALL METERS SHALL BE 5/8" (UNLtSS OTHERWISE NOTED ON PLANS). 10. ALL WA /ER MEIER BOXES SHALL BE 17" X JO" X /2" POL 'r'MER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL II. MINIMUM SPACING BE/WEEN POTABLE WA/ER LAIERALS ANO SEl'lfR SERVICES S'HALL 8£ 10 FEET. 12 THE TOP OF WA /ER METFR BOXES SHALL BE FLUSH WITH TIIE FINISHED SURFACE GRADE. IJ CONSTRUC11DN OF WA /ER MAINS ANO RECYCLED WA /ER MAINS SHALL ADHERE TO THE "CRIIERIA fOR THE SEPARATION OF WA /ER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CAL/FORNIA's DEPARTMENT OF HEALT/1 SERVICES. 14 AXIAL DEFLECTION AT Tf/£ PIPE JOINTS ARE NOT ALLDl'lfO. Tf/£ USE OF A HICH-OEFLECT/ON COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLEC110N PER COUPLING (2 DECREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" fl.D. FOR C900. DESIGNED BY: 8.R. DATE: MARCH 2014 DRAWN BY:_ G.M. SCALE: . AS SHOWN PROJECT MGR.: T.C. JOB NO.: 131020 ENGINEER OF WORK: ·~C4 TIMOTHY 0. CARROLL, JR. DATE:to/,t-$1, RCE: 553 1 S.D.P. 14-01 CITY OF HIGHWAY PACIFIC OCEAN OCEANSIDE VISTA _..-,;'~.,.~.(~.s1 ,-.,,<,;VE" \ CITY OF ENCINITAS VICINITY MAP NOT TO SCALE PROJECT LOCATION ASSESSOR~· PARCEL No. 221-88/-1/ SITE THE CALIFORNIA COORO/NAIE INDEX OF THIS PROJECT IS JJ4N-/695E (ccs 27) STREET ADDRESS.· 3200 LIONSHEAO AVENUE LEGAL OESCRIP TION LOT 17, OF C~RLSBAO RACE-WAY CARLSBAD TRACT NO. 98-10, IN THE CITY OF CARLSBAD, COUNTY OF SAN DltCO, STA IE OF GALIFORNIA, ACCORD/NC TO FINAL SUBDIVISION MAP NO. 15013, FILED IN TIIE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA, ON MAY J, 2005. BASIS OF BEARINGS THE BASIS OF BEARINGS IS Tf/£ SOUTf/ERLY LINE OF LOT 17 MAP 150/J I.E. N 81V9'39" £ SOURCE OF TOPOGRAPHY TOPOGRAPHY Sf/OWN ON THESE PLAN WAS GENERA TEO BY AERIAL PHOTOGRAPHY INFORMAllON CATIIE'REO ON ,JULY 5, 2013 BY SAN-LO AERIAL SURVEYS: TOPOGRAPHY SHOWN HEREON CONFORMS TD NA 110NAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY OF CARLSBAD DRAW/NC NOs. 409-1 & 409-IA Ci TY OF VISTA DRAW/NC NO. 3734 FLOOD ZONE DESICNA TION CITY OF CARLSBAD f/RM MAP NO. 06073 C 1055 G, OA IEO MAY 16, 2012. ZONE X-AREAS OUTSIDE THE 500 /EAR FLOOD PLAIN NOTE REQUIRED TREATMENT CONTROL BMPs -SEE GRADING PLAN No. 482-5A CAUllON !! CONTRACTOR TO VERIFY THE EXACT LOCAllON OF EXISllNG UllllllES IN THE FIELD PRIOR TO CONSTRUCllON! BENCHMARK DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE Cf/ARCE OVER TIIE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUS/NtSS AND PROFESS1/0NS CODE, ANO THAT THE OESYCN IS CONSISTENT WITH CURRENT STANDARDS. I UNOERSTANO THAT THt CHECK OF PROJECT DRAWINGS AND SPEC/f/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSJBIL/1/ES FOR PROJECT 0£5/CN. 0 'DAY CONSULTANTS, INC. 27!0 LOKER AVENUE WEST, SUITE: 100 CARLSBAD, CALIFORNIA 92010-7317 (16'0) 931-7700 <Cff l/MOTHY 0. CARROLL, JR. R.C.£. NO. 55381 EXP. 12/31/14 CIVIL ENGINEER/LAND SURVEYOR ' 0 'DA Y CONSUL TAN TS, INC. 2710 LOKER A 1/ENUE' WEST, SU/IE 100 CARLSBAD, CA 92010 (160) 931-7700 OWNER/DEVELOPER NINOS I BURKE LANE, Ll C 260 £. BAKER STREET, SU/IE 100 COSTA MESA, CA 92626 (114) 824-6'0l4 DESCRIPTION: 2" DISK MARKEO "GPS CONTROL PT 2002" Call Toll Free 1-800-227-2600 2 Working Days Before You Dig LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET WEST OF MELROSE OR/VE. RECORD FROM: R.O.S. 17271, PT. NO. 71 ELEVATION: 444.00 M.S.L DATUM: NCvlJ 1929 I ,, I TC 1/\ A,c; fu/_b_-r DlifE INITIAL EMGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE Tf/£ GRAD/NC WORK SHALL CONSIST OF TIIE CONSTRUCTION OF ALL CUTS ANO fl/LS, REMEDIAL GRADING, DRAINAGE FAC!LIT/tS, EROSION CONTROL FACYLITIES. ANO PLANTING OF PERMANENT LANDSCAPING ANO PRE PARAT/ON OF AS-BUILT GRAD/NC PLANS, AS-BUii T G'EOLOC/C MAPS ANO REPORTS. ALL AS SHOWN, OR REQUIRED ON THIS SET OF PLANS ANO 7/-/E CITY STANDARDS. SPECIFICATIONS, REQU!RtMENTS; RESOLUTIONS ANO ORDINANCES CIIEO ON Tf/ESE PLANS. THE G'RAOINC WORK SHALL Bt PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECIEO BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS: J. THIS SET OF PLANS. 4. APPROWIL LWER DATED APRIL JO, 2014. 5. /HE SIANOA/10 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6 SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON, INC. DATED MARCH 14, 2014. 7. THE SAN 0/EGD REGIONAL SIANDARD DRAWINGS AND AS MOOIFIED BY THE CITY OF CARLSBAD S/i!NOAROS. 8. STORMWATtR POLLUTION CONTROL PLAN (SWPPP) PREPARED BY O'DAY CONSUL/ANTS DATED APRIL 9, 2014, WD/0 NO 9 J7CJ1044J, REC'D JULY 23, 2014. 9. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASO.A) STORMWAIER BEST MANACEMENT PRACTIC'ES, CONSTRUCTION HANDBOOK,· AND TH£ S'TATt OF CALIFORNIA DEPARTMENT OF TRANSPORfATION CONSTRUCI/ON SITE BEST MANAGEMENT PRACIICES (BMP) MANUAL " 10. SIORMWATER MANAGEMENT PLAN (SWMP) PREPARED BY O'lMY CONSULlANTS DATED JUNE JO, 2014, SW 14-01. LEGEND DESCRIPTION ALLEY-TYPE ORJI/EWA Y. 6" SEl'lfR LA IERAL. 8" P. V. C WA /ER LINE. 2" BACKFLOW PREVENTER .. 8" CA IE VAL VE. 2" AIR & VACUUM VALVES (,4.V.A.) CONCRETE THRUST BLOCK. . 6'" DOUBLE DETECTOR CHECK WILVE. 6" FIRE HYDRANT ASS'EMBLY . DWG, No,*" . CITY OF CARLSBAD GS-20. . CITY OF CARLSBAD 5-1. . SYMBOL 11 I OUANTITY' I EA I EA . CITY OF CARLSBAD W-2. . . -W---1,239 LF . CITY OF CARLSBAD W-20 ----KEQJ 2 EA .CITY OF CARLSBAD W-16'. . C:M.W.D. W-7 ... . CIIY OF CARLSBAD W-19. . C.,f/.W.O. W-22. . C.M.W.O. W-12. ..... -w--T~ - 2 EA I EA 8 EA I EA 5 EA 'OUANI/T/tS ARE FOR BONO/NG' PURPOSES ONLY. AC/VAL QUANTITIES MAY VARY. " SAN DIEGO REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE: STA TEO. SHEET INDEX I VICINITY MAP, NOTES; LEGEND 2 KE'Y MAP, NOTES, STREET SEC TIDNS. DETAILS 3,4 IMPROVEMENTS PLAN & PROFILE CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS _/£;'~ NO. OF F.H.(S)_6_F.FLOW 1,000 G.P.M. OUT OF_1_F.H.(S). ___&¥--- "~""" "'"""· .. mow <,ooo ,,., TIMOTHY o. cFoLL,JR. DA'E f-il:-/,Z1.2e-f5 RCE 55381 EXP. 12/31/14 RE'Z'ED BY: ~ FE MAE s DATE ~ M-__ . _t-mJ,(I mSPECTOR DATE I SH1ET I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT IMPROVEMENT PLAN FOR: LOT 17 CARLSBAD RACEWAY BUSINESS PARK APPROVED: JASON S. GELDE~ /)}t;#fj( 1,zq,,,5 ENGINEER MANAGER PE 63912,/ EXPIRES 9/30/1, f/ DATE . OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: s:o.P. 14-01 482-5 OTHER APPROVAL CITY APPROVAL RVWD BY: 45' BENO 6" DOUBLE DETECTOR CHECK VAL~ SCALE: 1" = 60' .Lor 1s Jl;/AP !VD, 15013 FIRE SERVICE DATA DEFLECTOR COUPLINGS & ra / IINO DELTA/BEARING LENGTH I N 33'30'!0" E 39.23' 2 N 11'26'/4' W 5.75' 3 N 78'33'46' E 9.00' 4 N 21'10'22" E 89.60' NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2014 O'Day Consultants, Inc. l:\_131020\lr-pr0ve•r~1,l\lJ20AI02 Key.,Jwy Cd 17, 20',t 1:59~,n REMARKS 6' PVC ~ DRIB HC 700 6' Pvt' ~ OR/8 HC 700 6" Pvt' ~ OR/8 HC 700 " I', ~"-I 6" PVC ~ DRIB HC 700 ~ / // r ....__....J-. __ NOTE ~ T I I / 1 ~CONNECT TO BUILD/NC \ PER ''FIRE SERI/ICE ENTRY" DETAIL SHEET 4 \ /"Jc;---__ / ,r: ' : ' PR/VA TE FIRE SERVICE FROM DETECTOR CHECK TO BIJ/LOINC SHALL BE CONSTRIJCTED PER FIR£ DEPARTMENT STANDARDS. DETAIL FIRE SERVICE CONNECTION SCALE: /" = /0' (SEE SHEET J) C~/~T DESIGNED BY: B.R. DRAWN BY: G.M. PROJECT MGR.: r.c. s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 DATE: MARCH 2014 SCALE: AS SHOWN JOB NO.: 131020 Planning Carlsbad, California 92010 Processinq ---=--C.../ 760-9.31-7700 Surveying DATE:/~~ Fax: 760-931-8680 OOoyConeultonts.com TIMOTHY 0. CARROLL, JR. RCE: 5381 X,~:s. '.l20,il; I J20A ~; 1 J20'•i1'.:; 1.1/0ACRI), 1 J2UAMAI'·, I J2CAL i c; 'J20 IJ'GI, l'€rrn~Qold'v:c•r; 1 .l20,~--y "AS BUILT" ~c~ TIMOTHY 0. CARROLL, JR. RCE 55381 EXP, 12/31/14 _t.~J,=-" - DATE ! I (J KEY MAP SCALE: /" = 60' BENCHMARK DESCRIPTION: 2'' DISK MARKED "CPS CONTROL PT. 2002" LOCATION: IN S/OEWALK NORTH SiOE OF PALOMAR AIRPORT ROAO, 300 FEET WEST OF MELROSE DRIVE RECORD FROM: R.O.S. 17271, PT. NO. 71 ELEVATION: 444.00 MS.L DATUM: NGVIJ 1929 i \ 1i-,_ I ---DAIE INITIAL ENGINEER OF WORK Lor JWAP JV 0, ''As-Bv•t.., REVISION jf} 15013 DESCRIPTION DATE TYPICAL UTILITY SECTION -EXISTING L/ONSHEAD A VENUE NOT TO SCALE o' 1 o' -liiliil~-'iiiiiiil"'!"'~I SCALE: 1" = 10' DETAIL -ALLEY-TYPE ORIVEWA Y SCALE: /" = 10' (SEE SHEET 4) SHEET INDEX I 1//C/NITY MAP, NOTES; LEGEND 2 KEY MAP, NOTES, STREET S£C1/0N5; DETAILS J,4 WPROVEMENTS PLAN & PROFILE I SH2ET I CITY OF CARLSBAD I SH4TS I ENGINEERING DFPARTMENT IMPROVEMENT PLAN FOR: LOT 17 CARLSBAD RACEWAY BUSINESS PARK APPROVED: JASON S. GELDER)i J ~ 1,zq.I5 ENGINEER MANAGER PE 63912 .,;EXPIRES 9/30/lf/ DATE OWN BY: PROJECT NO. DRAWING NO. INITIAL DArE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: S.D,P. 14-01 482-5 C N :E 0 G') -ti.Ill,. .Ill,. CX) N I (J1 I I I .· .. ). I I . I I I I -J r --1 1 ----I ·.( i -t-t __ ! f . ' ; .. I o' 10· 5 20 i .: _j I 40' . l ......... ) .. ...... . 1 .. .. --f . . I , I : . 0 so· SCALE: 1" = 40' ~--- { +=f--'_ ·-+--:':--I -------;- I . r f ' l _ .1 l ., 1 2 PLAN WATER LINE }1 ' SCALE: !" = 40' NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR C~/~T s DESIGNED BY: B.R. DRAWN BY: G.M. PROJECT MGR.: T.C. DATE: MARCH 2014 SCALE: AS SHOWN JOB NO.: 131020 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Plonning VERTICAL SURff:Y CONTROL ©2014 O'Day Consultants, Inc. Carlsbad, California 9201 O Processing Tl~(l4 760-931-7700 Surveying Fo:<: 760-931-6680 DATE:tJ~ OOoyConsultonts.com RCE: 5· 81 I \131020\1 nµros;im~r!\'320AI03 dwg O~l 17, 2014 12 :::fon1 Xrgf3: 1521)",l, 'L; ;52c1\•;Rl): 1 )2C1\MN-' 1J2U/\I; I j)QIP,J1, 1J2J~P.~O ' ' . r ~-r I , , J 4 lli2l DELTA/BEARING I N 08'50'21" W 2 N 36'V9'J6" E 3 N 06J0'42" W 4 N 45V5'o8" E 5 N 89'54'.52" W 6 N 56'29'.50" W "AS BUILT" ~~I TIMOTHY 0. CAOLL,JR. RCE 55381 EXP. 12/31/14 RE'1WED BY: p /J -/~,J_t1-,_ ~,__• ~ INSPECTOR _,_,,,_&a 5 6 WATER DATA RADIUS LENGTH REMARKS -- -- -- -- -- -- 32.40' 8" PVC ~ OR/8-HG 700 4345' 8" PVC ~ OR/8-HG 700 331.29' 8" PVC ~ OR/8-HG 700 39.32' 8" PVC ~ OR/8-HG 700 300.84' 8" PVC ~ DR/8-HC 700 36,39' 8" PVC ~ DR/8-HG 700 BENCHMARK DESCRIPTION: 2" DISK MARKED "&'PS CONTROL PT. 2002" LOCATION: IN SIDEWALK NORTH S/OE OF PALOMAR AIRPORT ROAD, .JOO FEET Uf'ST OF MELROSE ORI VE RECORD FROM: R.O.S. 17271, PT NO. 71 ELEVATION: 444. 00: M.S.L. DATUM: NGI;[) 1929 Qj "- I ------- I I 7 8 Lor 27 PLAN -WATER LINE }1 ' SCALE: !" = 40' 10/2r.l;< ,c. I\ L,c_ P.u rt...- DAiE !NITJAL ENGINEER OF WORK REVISION DESCRIPTION DATE 9 ): j._. i . i i . . • . . . .f l I . l ' I I · i : · 1 . I i ; ' I ' .. [ .. I I I I :!" INITIAL DATE I I ! ' I ' f !.. I • I ! .. . i. ---,---- I f ·r . =¾+ I i I ...... ! i I ' i . I . . ' I I ' j . i" ' i I I I I I l I I I I I I I i I I I i I I I . 1 I ! ' ' ' -I . ! I I I I l I ' ---,- ' ,j I I ' I I i I ' I ... I· . I·. I I I I o· 10· 40' 5 20 80' SCALE: 1" = 40' /. ;1 "--SEE 'FIRE SERVICE CONNECTION' ✓ DETAIL ON SHEET 2 I I SH3ET I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT IMPROVEMENT PLAN FOR: LOT 17 CARLSBAD RAC£WA Y BUSINESS PARK APPROVED: JASON s. GELDERIZ O .J1;JfJ: , __ uq:.12._ ENGINEER MANAGER PE 63912 xXPIRE' 9/30/lfr DATE DWN BY: PROJECT NO. DRAWING NO. INlflAl CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: S.O.P 14-01 482-5 02'1115 C w :E 0 G') -~ ~00 N I U'I I· I . I ' I I I I ' I ' ' I I I I I . .-1 -I I I .j I r1, ' .I . I I I I 8 lli9J DELTA/BEARING I N 11'29'50" W 2 N 8/V9'36" t J N 08'50'2!" W I ' g . ' ' I t I . I ' . I 1··· I I I I I 10 ) ' Lor 18 \ ;0J'J' P htx 15.0 /3 WATER DATA RADIUS LENGTH REMARKS ---280.40' 8" PVC ~ OR/8-HG 700 --106.8/' 8" Pvt:' ~ DR/8-HG 700 --67.89' 8" Pvt:' ~ OR/8-HG 700 I ' I ]""" ' ! I I I I ' ' I ' I ' ' I 11 PLAN WATER LINE ~ I o' 10· 40' 5 20 80' SCALE: 1" = 40' NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2014 O'Day Consultants, Inc. \' .31 02c\:r: i;ro·1err.~n l \13201\104.d,·,y 1~cl 17, 2014 12: 57;.Jrn c~J~~ s 2710 Loker Avenue West Civil Engineering Suite 100 PICJnning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox; 760-931-8660 ODoyConsultonts,com Xrd·;: 1);,Q/\Ulc, 1.51/J,\G~~; Ll,'U1\M,'P. U2CJA: 1~2lllP01, i:1201\l'IW; 1:120,\~I; lireS,"·•iL~frilry _J_ SCALE: I" = 40' DESIGNED BY: B.R. DATE: MARCH 2014 DRAWN BY: G.M. SCALE: AS SHOWN PROJECT MGR.: T.C. JOB NO.: 131020 rnGINEER OF WORK: ~ . DATE: JoPrlf /2- TIMOTHY 0. CARROLL, JR. RCE: 553 1 I I i I ' I I 12 "AS BUILT" TIMOTHY0.76LL. JR. RCE 55381 EXP. 12/3'1/14 REz~E~ a. tt...,,.· __ -- 1~ \ I I I I I .. : I I ! I I ! I I I I I I -1 ' I I I I I ---~ • I 14 I "I I I i ' f I I ---:-.+- BIORFIENTION .BASIN 4" BIORETENl/ON-...__ BASIN SUBDRAIN 6" HOPF SLEEl/t (SLURRY RLL BOTH ENDS OF SLttVt) J' CLEAR MIN 4 ~ 2" REDWOOD BLOCKS FVENL Y SPACtD (TYP.) 25" WATFR SERVICE' DETAIL -WATER SERVICE SLEEVE NOT TO SCALF ' I i . I I i r I l ! ' l I ..... l II I I !. . . ... .'.. . :,: \·· I" \ L I I I ; f.- l r,. ' I I I I I ---··r ... . i""" I I i I .. I '.l r ' ' ' I ' ' ,. ... I I ' T I I ' j ... ,. -I I I .. I I I I I I i -I I ... ··11 ......... . t--r-1 .... ,. ! l l I I ' I' . I PR/VA TE SEWER LATERAL TABLE LENGTH LATERAL INVERT LATERAL INVERT 'v OF ELEV. @ STUB ELEV. @ BUILD LATERAL 1 276. 14' 385.8 391.96 BENCHMARK DESCRIPTION: 2" DISK MARKED ''cPS CONTROL PT. 2002" LOCATION: IN SIDFWALK NORTfl S!Ot OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF MELROSE' DRIVE. RECORD FROM: R.O.S. 17271,. PT. NO. 71 ELEVATION: 444.00 MS.L DATUM: NGV/J 1929 DEPTH BELOW LATERAL REMARKS BLDG FF TO SLOPE INVERT ELEV. 6.04' 223% 6" PVC ~ SDR35 ~~ IL__ ~-65=-fl, ,,,_.., DA' E t-"jNITIAL ENGINEER OF WORK REVISION r i I I ' L ...... I I I ALL FERROUS ANO METALLIC UNDERGROUND PIPE ANO ATTING'S SHALL BE PROTECTED Wl!H CONTINUOUS POLYETHELENE SLEEVES ANO COATED PER N.F.P.A. REQUIREMENTS. STEIL PIPF W/Tfl SUPPORT STAND AS RFQUIRFD PFR f!Rt SPRINKLFR PLAN < EX TERI OR WALL GROOl/tD COUPLING -\ FLEXIBLE -J TYP) .. ~MIN 2" CLEAR AROUND PIPF 'Q--i,--'---=c=---o-~5GROOVED go· tLL 24" MAX. ~FLANGE/GROOVE ADAPTER DETAIL -FIRE SERVICE ENTRY NOT,TO SCA I I ! I ! i i I I ·I· I I I PLAN -WATER & SEWER CONNECTIONS SCALF: /" = 40' I I : I I I .r I I ' ' ... , I -.-, I I . 1 ' I I ,. ' I I I I I I 5 20 I I I I ' I I I I I I I ' I ' ' ... , .. ' I i i I ' ·1 ' I 40' 80' SCALE: 1" = 40' J se4ET I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT IMPROVEMENT PLAN FOR: LOT 17 CARLSBAD RAC£WA Y BUSINESS PARK APPROVED: JASON s. GELDERYl.. m,;u L·Z 1· /5 ENGINEER MANAGFR PE 63912 JEXPIRES 9/30/1 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: S.D.P. 14-01 482-5 I I I ' I ' 1 ' I n'" 11 r ,LI :l