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HomeMy WebLinkAboutDWG 467-4; PIP 09-02; ISIS PHARMACEUTICALS; 01-07i ' i ,I GENERAL NOTES 1. /HIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY /HE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON /HIS SET OF PLANS. 2. APPROVAL OF /HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF /HE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS /HEY MAY PERTAIN TO /HIS PROJECT. /HE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS v\1-/EN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE /HE DEVELOPER OR ENGINEER- OF -WORK FROM RESPONS/8/LI TY FOR /HE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPll Y SUBMITTED TO /HE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINE£R l\1LL BE REQUIR£0 FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO P£RMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING /HE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON /HE PERMITTEE'S POLICY IN TH£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. /HE INSURANCE COMPANY WRITING /HE POLICY MUST HAVE A RATING OF •A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISH[D BY ·aESTS' KEY RA TING GU/OE. 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM TH£ CITY AND OTHER APPROPRIA T£ AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF /HE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO IH[ 0£ADLIN£ DA TE OF IH[ IMPROVEM£NT AGRE£M£NT. 7. NO REVISIONS l\1LL BE MAD£ TO /HES£ PLANS WI/HOUT TH£ WRITTEN APPROVAL OF /HE CITY £NGINE£R, NOTED WI/HIN /HE REVISION BLOCK, ON /HE APPROPRIATE SHEET OF /HE PLANS ANO TIil£ SHEET. 8. ORIGINAL ORAl\1NGS SHALL 8£COM£ TH£ PROPERTY OF TH£ CITY UPON BEING SIGNED BY TH£ CITY ENGINEER. 9. /HE ORIGINAL ORA WING SHALL 8£ REVISED TO REFL£CT AS-BUILT CONDITIONS BY IH[ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF /HE WORK BY /HE CITY. 10. ACC£SS FOR FIR£ AND OIH£R EMERG£NCY VEH/CL£S SHALL 8£ MAINTAIN£D TO TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE: TRENCHES ARE WI/HIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHE[T, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGIN££R OF /HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS M[CHANICS. IH[ SOILS REPORT WILL BE SUBMITTED TO /HE CITY ENGINEERING INSPECTOR WI/HIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. /HE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO TH£ CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF IHE FIELD TESTS. 12. A PRECONSTRUCVON ME£DNG SHALL BE HELD AT IHE SJTE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES R£SPONS18L£ FOR CONSTRUCTION, INSP[CTION, SUP[RVISION, TESTING ANO ALL OTHER ASPECTS OF /HE WORK. /HE CONTRACTOR SHALL SCHEDULE /HE MEETING BY CALLING /HE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECTION REQUESTS OTHER /HAN FOR PRECONSTRUCTION MEETING WILL 8£ MADE BY CALLING /HE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BfFORE THE INSPECVON IS NITDW INSPECTIONS WILL BE MADE TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P. M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. /HE OWNER ANO/OR APPLICANT THROUGH /HE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. 15. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO /HE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING /HE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM /HE HAZARD OF CAVING GROUND DURING /HE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING /HE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY /HE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF /HE PLAN VARIES FROM /HE SHORING SYSTEM STANDARDS ESTABI fSHm BY THE CONSTRUCTION SAFETY ORDFRS 1111 F B CALIFORNIA ADMINISTRATIVE CODE /HE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF /HE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO /HE INSPECTOR PRIOR TO EXCA VA T/ON. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WI/HIN ANY WORK ZONE DURING CONSTRUCTION, DPERAVONS 1-i11 L CEASE fMMEDIA TEI Y'. AND IHE P£RMITTEE l\1LL NOTIFY TH£ CITY ENGINEER. OPERATIONS l\1LL NOT R£START UNTIL TH£ PERMITTEE HAS R£C£/VEO WRITTEN AU/HOR/TY FROM /HE CITY ENGINEER TO 00 SO. 17. ALL OPERATIONS CONDUCTED ON /HE SITE OR ADJACENT /HERETO, /NCLUO/NG WARMING UP, REPAIR, ARRIVAL, DEPARTURE: OR OPERATION OF TRUCKS, EARTHMOVING £QUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TEO GRADING £QUIPM£NT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY. MONDAY IHRU FRIDAY ANO NO £ARIHMOVING OR GRADING OPERA T/ONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TH£ ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY /HE CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO 8£G/NNING OF WORK. TH£ CONTRACTOR SHALL 8£ RESPONSIBLE: FOR ANY DEBRIS OR DAMAGE: OCCURRING ALONG /HE HAUL ROUTE OR ADJACENT STRE£TS AS A RESULT OF /HE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. IH[ EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON TH£ CONSTRUCTION PLANS WERE: OBTAINED BY A S£ARCH OF TH£ AVAILABLE RECORDS. ATTENTION IS CALLED TO TH£ POSS/BL£ EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM /HAT SHOWN ON TH£ PLANS. IH[ CONTRACTOR IS R[QU/REO TO TAKE DU£ PRECAUTIONARY MEASURES TO PROTECT /HE UTILITIES SHOWN ON TH£ PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. /HE CONTRACTOR SHALL VERIFY /HE LOCATION OF ALL EXISTING FACILITIES AH£AD OF TH£ CONSTRUCTION TO PERMIT TH£ R£VIS/ONS OF TH£ CONSTRUCTION (ABOVEGROUND AND UNDERGROUND) 1\1/HIN /HE PROJECT SITE SUFFICIENll Y PLANS IF IT IS FOUND /HAT /HE ACTUAL LOCATIONS AR[ IN CONFLICT 1\1/H IH[ PROPOSED WORK. 22. TH£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCIJON NEAR /HEIR FACILITIES AND SHALL COORDINATE WORK WIIH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE: ALERT (800)422-41J3 SOG&:£ (800)660-7343 AT&T (800~892-0123 TIM£ WARN£R GABL£ (760 438-7741 COX COMMUN/CATIONS (760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLS8AD(SEWER, WATER &: RECLAIMED WATER) (760)438-2722 23. IN ACCORDANCE WIIH /HE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY /HIS PLAN SHALL INCLUDE "STENCILS" Bf. ADDEO TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL 8£ ADDEO TO TH£ SA TISFACT/ON OF TH£ CITY ENGINEER. BMR-GAZELLE COURT LLC IMPROVEMENT PLAN STREET NOTES P.I.P. 09-02 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOIL MECHANICS, ON TH£ PREPARED BASEMENT SOIL. /HE "R" VALUE: TESTS AND /HE ENGINEERED STRUCTURAL SECTION MUST 8£ SUBMITTED TO TH£ ENGINEERING INSP£CTOR FOR R£VIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE: /HE WORK 8£GINS. CITY Of OCEANSIDE "'lef! INOEX OF SHEETS I Tl Tl.£ SHEET 2 INDEX MAP & DETAILS J ~ 6 WATER IMPRO'VcMENTS 1 SEWER IMPRO'VcMENTS 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON /HES£ PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL 8£ SHOWN ON /HE "AS'-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE 'CUT OFF" TYPE. J. ALL UNDERGROUND UT/LIT/£S AND LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. I CITY Of VISTA SITE 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WIIH A MINIMUM 0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15• PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS /HAN 15 FE£T ANO BACKFILLED WIIH J/4" ROCK PER SORSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WI/HIN TWENTY FEET OF 8UILOING OR STREET AREAS AND REPLACED WIIH PROPERLY COMPACTED SOILS. IN OTHER AREAS /HE PIP£ WILL 8£ PLUGGED WIIH CONCRETE OR REMOVED AS APPROVED BY /HE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL 8£ INSTALLED PER R£QUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL 8E INSTALLED PER SECTION IV D.J OF /HE CITY OF CARLSBAD LANDSCAPE: MANUAL. 8. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN THE STREET WI/HIN /HE LIMITS OF WORK OF /HIS PLAN PER SDRS OWG M19. 9. ALL SURVEY MONUMENTS AND POINTS /HAT ARE DISTURBED BY /HIS WORK SHALL 8£ RE£STABLISHEO, P£RP£TUA TED, AND DOCUMENTED P£R /HE PROFESSIONAL LANO SURVEYORS ACT. 10. TWO (2) S£TS OF SURVEY (CUT) SHEETS SHALL 8£ PROVIDED TO /HE CITY ENGINEER/NG INSPECTOR. PACIFIC OCEAN f WHIPT,...~l"""/!O'"'I GP.fi'rfl-LE CITY Of ENCINITAS I'-~'Jt. 1'Q\\,>t11 BUSINESS PARK DR. LEGAL DESCRIPTION PARCEL :4' OF ADJUSTMENT PLAT AOJ-09-05 PER CERTlf/CATE OF COMPLIANCE C£ 09-14 RECORDED JANUARY 19, 2010 AS f/LE Na 20/0-0024854. WATER NOTES VICINITY MAP 1. WATER &: RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WIIH /HE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 &: J. 2. /HE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TH£ DIVISION OF INDUSTRIAL SAFETY BEFORE: ANY EXCAVATION AND SHALL PROVIDE: PROOF OF OSHA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF /HE STA TE CONSTRUCTION SAF£TY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.O. LINES, A PERMIT SHALL BE OBTAINED FROM /HE C.M. WO. OFFICE ANO MUST BF SIGNED ANO APPROVED BY /HE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER ANO /HE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. OWNER/DEVELOPER BMR-GAZELLE COURT LLC 11190 BERNARDO CENTER OR/VE SAN OIECO, CA 92128 (858) 485-9840 NO SCALE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE /HAT I AM /HE ENGINEER OF WORK FOR /HIS PROJECT, /HAT I HA VE EXERCIS£0 R£SPONSIBLE CHARGE OVER TH£ DESIGN ON /HE PROJECT AS DEFINED IN S£CT/ON 6703 OF /HE BUSINESS AND PROF£SS/ONS COD£, AND /HAT /HE DESIGN IS CONSISTENT WIIH CURRENT STANDARDS. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. /HE CONTRACTOR SHALL NOTIFY /HE CITY OF CARLSBAD ENGIN££RING INSP£CTION 48 HOURS PRIOR TO 8£G/NNING OF CONSTRUCTION, TEL£PHON£ N0.(760) 438-3891 FOR SCHEDULING. CIVIL ENGINEER/LANO SURVEYOR I UNDERSTAND /HAT THE CHECK OF PROJECT DRAWINGS AND SPEC/FICA TIONS BY /HE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 5. THE CONTRACTOR SHALL NOTIFY IH[ CITY OF CARLSBAD ENGINEERING /NSP£CTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO /HAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN /HE WATER LINE £ASEMENT, ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL R£QUIRE WRITTEN PERMISSION FROM TH£ DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY M£ANS OF CA IHOOIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND OEMONSTRA TES /HAT PROTECTION CAN BE PERFORMED IN ANO/HER MANNER, /HE DISTRICT ENGINEER l\1LL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF TH£ FIR£ LINE LOCATED 8£TWEEN TH£ D£TECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY TH£ CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE: WATER AND R£CYCLED WATER SERVICES SHALL BE 1• ANO ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL 8£ 17" X JO" X 12" POLYMER CONCR£T£ AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE: WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. /HE TOP OF WATER METER BOXES SHALL BE FLUSH WIIH /HE FINISHED SURFACE GRADE. 13. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO /HE ·cRITERIA FOR /HE SEPARATION OF WATER MAINS AND SANITARY SEl'lfRS" PUBLISHED BY /HE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTION AT /HE PIPE JOINTS AR£ NOT ALLOl'lfD. /HE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY IH[ INSPECTOR ON A CASE BY GAS£ BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/£ACH GASKET). US£ CERTAINTEED "VINYL-IRON" H.D. FOR C900. NOT£!! ELECTRONIC DATA ALES AR£ FOR REFERENCE ONLY ANO AR[ NOT TO 8£ USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL. • 0 DA Y CONSUL TAN TS, INC. 2110 LOKER A 'vUvUE WEST, SUITE 100 CARLSBAD, CA 92010 (160} 931-7700 Call Toll Free 1-800-227-260D 2 Working Days Before You Dig CAUTION!! CONTRACTOR TO VERIFY TH£ EXACT L OCA 170N OF £XIS llNG U lll/ llES IN TH£ AELO PRIOR TO CONSTRUCllON! ~iofESS/ot ~fj. J. "'4,y ~ ~ c~J??~, DESIGNED BY: A.J.V. DATE: FEB 2010 DRAWN BY: G.l.t T.G. SCALE: AS SHOWN (c§j 0t. y :;,. -NO. 64573 ~ EXP, 8/30/11 ~ PROJECT MGR.· T.C. JOB NO.: 09-1278 s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing c1v1\. or CALI~ 760-931-7700 Surveying ~-~ /.:::'."=$'{. DATE: ~/26 fox; 760-931-8680 www.odayconsultonts.com ANDREW J. VNnOY ,,,..--RCE: 6 573 BENCHMARK O'DA Y CONSULTANTS, INC. 2710 LOKER A VENUE WEST, STE 100 CARLSBAD, CALIFORNIA 92010-6609 (760) 931-7700 ::::ae::; < . ./ /2 ..( .. ANDREW J. -~LOY r R.C.E. NO. 64573 DA TE:_{0/.1;3ttJ r EXP. 6 /30 /11 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHO'l,N ON THESE PLANS WAS GENERA /fO BY FlflO SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST 21, 2007 BY ODAY CONSULTANTS, INC. ANO MASS GRADING SHOIW PER APPRO'VcO CITY OF CARLSBAD DWG. No. 415-9A ANO 9l TOPOGRAPHY SHOIW HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED HITHIN ASSESSORS PARCEL Na 209-120-11 &-11. THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT JS N 1994 E 6252. STREET ADDRESS: 2855 GAZflLE COURT BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE NORTH LINE OF PARCEL :4' OF ADJUSTMENT PlA T No. AOJ-09-05 IE. NB9'09'41"E DESCRIPTION: 2• Al/JMIN/JM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIOE OF PALOMAR AIRPORT ROAD, 300 FEET ilf"ST OF MELROSE OR/VE RECORD FROM: R.0.S. NO. 17271 (PT. Na 71} ELEVATION: 4•4-1.00 M.SL. DATUM: NC'>1J 1929 /1\ DA le INITIAL ENGINEER Of WORK 1;\091Z78\0978BI01.d'l'\1 Moy :m, 2010 8:47am )(refs: 097881; 0978\/IC; 0978AN REVISION DESCRIPTION WORK TO BE DONE THE IMPROVEMENT l',ORK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOi.LOWiNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL COOE. 2. CITY OF CARLSBAD ENGINEERING STANDARDS. J. llilS SET OF PLANS. 4. PLANNING DEPARTMENT APPROVAL (P.I.P. 09-02) DATED MARCH 11, 2010 5 THE STANDARD SPEC/f/CA TIONS FOR PUBLIC UORK CONSTRUCTION {GREEN BOOK) 6 SOILS REPORT ANO RECOMMENDATIONS BY GEOCON, INC., OATEO FEBRUARY 9, 2010. 1. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MOO/f/EO BY THE CITY OF CARLSBAD STANDARDS 8. STORM WATER POI.LUTION PRE'VcNTION PLAN (SM'PP) FOR /SIS PHARMACEUTICALS BY ODAY CONSUL TAN TS DA TEO APRIL I, 2010. WIO: 937CJ576l9, SM'PP / 10-23. 9. STOR/1 WATER MANAGEMENT Pf.AN (SWP) FOR /SIS PHARMACEUTICALS BY O'oAY CONSULTANTS DA TEO APRIL I, 2010. SWP / 10-06. 10. CSIIOA BMP CONSTRUCTION HANDBOOK & CAL TRANS CONSTRUCTION SITE BMP MANUAL '"NOTE: QUANTITIES SHOWN HEREON ARE FOR BONO/NG PURPOSES ONLY. ACTVA/. QUANTITIES M4Y VARY. LEGEND DESCRIPTION DWG. NO.*' PROPERTY LINE. EXISTING STREET LIGHT. . . . . . . . . . . . . . EXIST. WATER MAIN. . . . . . . . . . . . . . . . . . . . . . . . . . EXIST. REC. WATER. . . . . . . . . EXIST. SEWER ........ . EXIST. STORM DRAIN. EXIST. .JOINT TRENCH. STORII DRAIN (PRIVATE}. . . . . . . . . . . . .SEE OWG. No. 461-4A ..... SEWER LATERAL (PRIVATE) .............. CITY S-5 .. . (SIZE SPEClf/EO ON Pl.AN) SEWER LATERAL CLEANO/JT ............... .SC-01 ......... . 8" Pf!:' WATER MAIN ................. C.M.W.O. W-2. 10' Pf!:' WAltR .u4/N. . . . . . . . . . . . . . . .C.M.W.0. W-2. 2• Pf!:' REC/AIMED WATER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8" GATE VALi£ & VALi£ BOX ASSEMBLY. . . . .CMWO W-16, W-13. 10• GATE VALi£ & VAL'Vc BOX ASSEMBLY ..... CMWO W-16, W-13. FIRE HYDRANT ASSEMBLY. . . . . . . . . . . . . .C.M.W.0. W-12 ........ . 2• BLOW OFF ASSEMBLY ............... C.M.W.O. W-6. 2• MANUAL AIR RELEASE (M.A.R.). .......... C.M.W.0. W-6. 2• AIR/VACCUU/1 RELEASE (A.V.A .. ) .......... C.M.W.O. W-6. SYMBOL -w-- ---RW--- -s- = --Jr- --SlJ----0-- ---s--@ -s-~ ---w--- ---w-- - ------0-- ------0-- ---w-..l- ---0----w- -------------- QUANTITY*** 2 EA 7 EA 1196 LF 1492 LF 1065 lF 2 EA l EA 5 EA 4 EA 2 EA J EA DOUBLE CHECK VALi£ ............... C.M.W.0. W-22. . . . . . . -W 11!"'.'.1 I EA DETECTOR ASSEMBLY (OCOA) 2• WATER SERVICE .................. CMWO W-J, W-20. . . . . . . -----a€@ 2 EA WITH 2' WATER MDER & BACKFLOW PREVENTER 2• REC. WATER SE8VICE ............... CMWO W-J, W-20. . . . . . . - - - --o©:® I EA WITH 2• REC. WATER MDER & BACKFLOW PREVENTER • AS MOO!flEO BY CITY OF CARLSBAD ST.4NOAROS FOR PUBLIC IMPROIEMENTS "SORSO UNLESS NOTED OTHERWISE NOTE: REQUIRED TREATMENT CONTROL BMPS - SEE GRADING PLANS, DWG. No. 467-4A CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS 3'1.1'0 4 L.... Y/t/!t NO. Of f.H.(S). ~ F.FLOW ~ G.P.M. OUT OF 1 F.H.(S). BLDG. SPRINKLED@/NO .•. F.FLOW __ G.P.M. 'rxP.~jJ'"/4'2 DATE RCE {;,()223, ...,,.('")..,.,,.,,; r <KG~ C-9./1) , REVlfaL FIRE :.IARSI IAL DATE _J.i/4/n_ .,.........,u-.....-o,~ ,~~ I SPECTOR DATE I SH,ET I CITY OF CARLSBAD I SH,TS I ENGINEERING DEPARTMENT IMPROV£Ml'NT PLANS FON: /SIS PHARMACEUTICALS TITLE SHEET ;~o'J(~Y)jf_N PESKI ..MtlJUO SE IOR CIVIL ENGINEER PE 41204 EXP. 03/31/11 DATE OWN BY: "·"·• '·"· PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C,W P.I.P. 09-02 467-4 011,ER APPROVAL CITY APPROVAL RVWD BY: 061710 n I , I I I I !, I'! If I KEY l£6£NO SHEET NUMBER. SEWER. WATER. GATE VALfl"S. flRE HYDRANT. STORM DRAIN. ~--___ l __________________________ l_ _______________ ~ ---------------------------------~---------------- ', I ;'/11.1 I '11 I //. I IJ,i''//.I I I I 1A I '-I 7 " YI. '-.:::.," ,f', tJ / ' ' ', 'f:~ I Ii ; I I '~ 1/i // . 11~1 '7 ,,;.f 'i'/, t1---ffi lti/[I __________ _ KEY MAP jH ! .t 1 SCA/.£· ,. = 100· QJ -s- .-w- --®------- . -SD-- NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR '>fRTICAL SUR'>fY CONTROL. c~/~~r s 2710 Loker Avenue West Civil Enginetiring Suite 100 Plonning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fa1c 760-931-8680 www.odoyconsullanls.com o· 25' 100' 50 200' SCALE: 1• " 100' Call Toll Free 1-800-227-2600 2 Working Days Before You Dig CAUTION II CONTRACTOR TO '>fR/FY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! DESIGNED BY: A.J.V. DATE: FEB 2010 DRAWN BY: G.M. T.G. SCALE: AS SHOWN PROJECT MGR.· T.C. JOB NO.: 09-1278 ENGINEER OF WORK: ~ 4-_,,,?-....;~ DATE: f::[A~ ANDREW J. VAffti5Y ,.,--RCE: 6 573 BENCHMARK DESCRIPTION: 2" ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET ~ST OF MELROSE DRIVE RECORD FROM: R.0.S. NO. 17271 (PT. NO. 11) ELEVATION: 444. 00 M.S.L. DATUM: NGVD 1929 /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION l:\091278\0978BI02.d¥1'9 Mey 25, 2010 1:21pm Xrtifs: 0978B1; 0978AN; 09788111AP; 0978BUn.; 0978BGRD; 96058S1R; 0978Bll Y; 09787UTL R/W EXISTING GAZELLE COURT & EXISTING WHIPTAIL LOOP NOT TO SCALE ~,... ----------~12~·-----------<'t ----- UP TO 60" STORM DRAIN 8" REC. WATER • SE~R MAIN 12• WATER MAIN (.GAZELLE Cl) 16" WA !ER MAIN (ltl-llPTAIL LOOP) TYPICAL UTILITY SECTION EXISTING GAZELLE COURT &: EXISTING WHIPTAIL LOOP NOT TO SCALE "AS BUILT" _g_ ,.. . __Jj_t/!L_ RCE t;dZZ3 EXP • .§/3<>/,z. DATE , RE~~E~ B~ fL ~lll/tL lf:ISPECTOR DAE 1 S,ET 1 CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: /SIS PHARMAC£/JTICAlS A~~D-J~ PESKI ~ . . ~ '/0 SE /OR CIVIL ENGINEER PE 41204 EXP. 03/31/11 DATE OWN BY: G.M. T.Li. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C,W OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 09-02 467-4 ' .. 1,: .. ' ... . ' •'·"" ·I ......... I-. . o· 10· 40' 5 20 SCALE: 1" = 40' CAUTION!! CONTRACTOR TO VERIFY lliE EXACT LOCATION OF EXIST/NC UT/LIT/ES IN lliE FIELD PRIOR TO CONSTRUCT/ON! NOTE!! 80' ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 8 I I I I I I I I 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsultanls.com SCALE: ,. : 40' Civil Engineering Planning Processing Surveying r. V l!I l!I //, J / / I I I I =11 .,.----- DESIGNED BY: A.J.V. DRAWN BY: G.M. T.G. PROJECT MGR.·~ _T~.C~·-- ENGINEER OF WORK: DATE: FEB 2010 SCALE: 1" = 1 oo· JOB NO.: 09-1278 ~ ~ ...?'~L DATE: ,.-/;,Ao ANDR£W J. VA,<'LOY,.. .. ,,,7~~--=::R:;;cCE;c-: ~WJ 10 "AS-BUILT " _JiLt--~9/4,_,_,__/41_ P.E. (,{)ZZJc ExP.Y/;!Pl;z. DATE 11 12 13 14 PLAN -WATERLINE '8' SCALE: t• = ,10' BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2" ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET MST OF MELROSE. DRIVE R.O.S. NO. 11211 (PT. NO. 11) 444.00 M.S.L. DATUM: NGVO 1929 /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION l;\091278\0978BI0J.d1Wg Moy 25, 2010 1:22pm Xr,rs: 097691; 09788GRD; 09788MAP; 09788PRO: 09768Ull; 09767Ull..; 9605BS"IR; 9605BUTI..-CC1 !5 DATE INITIAL OlHER APPROVAL DATE NO I 2 J ,I INITIAL CITY APPROVAL . . -+-+--r·--·-·r--+-+~+-.---J .... b ... ~ ... ~.+ .. -- ,I... - -~--+--+--~-+-->---+--+--. +--- ' !""'"' ' --'- I -t----Jf--+-t--t--11 ' ,I-. •--I-- "' 1,-... . . -+'--+-·-:..:_::.:. ~ ----- ----- .... ""' ' - LEU I I o· 10· 40' 5' 20· SCALE: 1" ' ' ' = 40' 80' WATER DATA DELTA/BEARING N19'J7'02"W NI0'OO'O0"W N80'00'00"E N80'00'00"E RADIUS LENGTH 18.51' 98.86' 111.4-1' 316.29' REMARKS 10" PVC -ORIS • • s• PVC -ORIS 10• PVC -ORIS CITY OF CARLSBAD ENGINEERING DEPARTMENT /l,/P/?OV£11£NT PLANS FOR: /SIS PHARMACEUTICALS APP~D -JI'!£ 'Y};,t PESKI /4",m__ st°Cciv1L ENGINEER PE 41204 EXP. 03/31/11 DATE OWN BY: r,r. CHKD BY: ~e.~'..uJ~- RVWD BY: PROJECT NO. P.I.P. 09-02 DRAWING NO. 467-4 I I ' ··. I· - --- ... "" .••••• 1 ......... ' ' I I ""_" '"""' ·. '""' .,, .. , ..... : ... : .. ::.... , , __ .J.. ,--r:··· ""'" ... ··t"'"'"' , .... , I .. , ..... ,t".'"'"' 1, .. , _1 .. J, .1,, .. , .. , •. ~. J.,, •• 1 ..... , .. ,, ~ 1,... 1-. .,. , .. -~""""' - - - -1· .. : .. """"' -. " ---: -.. , .. , - -· .. · · -- -.. :": - -1 ... t "· - -•. _ .. "" ..... -"" --. : · .. ... . ,. .. l"""" I"·· I .-.. . 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I· :.,:,. 1 - • • • "'' _"_ -.... 1-.. ----__ ...... 1 ... 1.... :. __ _.. _ _ 1 _ :: _ , .. _. -_-: .. -· ___ ....... :::: ... : ·:.:.. -..... --:--:-i.......... ··-·-r: l ....... : .. i ..... _ .......... -•.• i.::.-.... ..... ..1 ............. c .. l=ccf---t0 .. '-.. lcc-J ... c.-:.ic .. = ... k=lcc-i--'---f,----t.'.'-.F7.0 .. 0 .... --f.--+.--+---+---f.ccc+=+-~." .. +"--+-''k--l--l-~ .. : .. ~·~ : .. _ __ CAUTlON II CONTRACTOR TO VERIFY THE EXACT LOCA170N OF EXIS17NC UTIL/17ES IN THE FIELD PRIOR TO CONSTRUC170N! NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VER17CAL SURVEY CONTROL 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fm<: 760-931-8680 www.odayconsultant!.com 15 Civil Engineering Planning Processing Surveying 16 17 18 PLAN -WATERLINE 'B' "AS-BUILT " DESIGNED BY: A.J.V. DRAWN BY: G.M. T.G. PROJECT MGR.~· _T~.C~·-- DATE: FEB 2010 SCALE: 1" = 100' JOB NO.: 09-1278 _/{zLjL, -_9/fk_ EXP.~~ DATE ENGINEER OF WORK: __e"' .«:, / ~....,.-i;. DATE·".25po ANDREW J, VAlfLOYG.'"-'~":;:::ee..___:::.RC:::E:..': d4573 -Lh/t '-/' ,__ D(rE 19 20 O' 10' 40' BENCHMARK .,. ',~=CQ7W,~'M='EC~T~T0=- 2• REC. WA 1£R SEE BLOC. PLAN \ I I I 5 DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROL Pr 2002 LOCATION: IN SIDEWALK NORIH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET ~ST OF MELROSE ORI VE RECORD FROM: R.O.S. NO. 17271 (Pr NO. 71) ELEVATION: 444.00 M.S.L. DATUM: NGVD 1929 20' 80' SCALE: 1" = 40' DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION l:\091278\09768104.dwg ~Cly 25. 2010 1:23pm Xrefs: 0978B1; 097BBGRD; 097BB1LY; 0978Bf.1AP; 097BBPRO-, 0978BU1l; 96057Ull; 9605BS1R; 0971!7UTL DATE INlllAL OTHER APPROVAL WATER DATA 'NOi DELTA/BEARING RADIUS LENGTH REMARKS f DATE INlllAL Cl TY APPROVAL N27'21 'J6"W 371.0,1' 10• PVC ~ ON/8 I S,ET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT IMPHOVCMENT Pl.ANS FON: /SIS PHARMACEUTICALS IAPP~~oy: G'EN ~ PESKI -~-,k_ ls(~VIL ENGINEER PE 41204 EXP. 03/31/11 DATE OWN BY: "· '·"· CHKD BY: ON RVWD BY: PROJECT NO. P.I.P. 09-02 DRAWING NO. 467-4 Ill I ii Ill I 10 CAUTION 11 CONTRACTOR TO VERIFY THE EXACT LOCATlON OF EXISTlNG Ulll/Tl[S IN Tli[ nELD PRIOR TO CONSTRUCTlON! NOT£!! ELECTRONIC DA TA nLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL. ·, ' y. RT. .;;; • • 11 12 13 13 14 o· 10· 40' 5 20 80' SCALE: 1" = 40' 20' IYI0E PUBLIC WA 7ll? ESMT. TO CMWD PER DOC. No . .zo 10-o~o68<i 1 REC. _j'Y'll.1.010 PR /0-05 PLAN -WATERLINE 1C1 .... SCALE: I• = 40' 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 www.odoyconsu1tont9.com Civil Engineering Planning Processing Surveying _,,,_ -"' I r-------------1' I I NCR0ACHMENT a:; AGREEMENT PER "' OOC. No. ,1010 • o~I..L:?ol. "o REC.Sc-ff. ,;i .::1.ao s:,• PR 10-12, ~ ;;,: i:5_;::: ~~~ i--~~ ,,-...: II ---si "AS-BUILT " DESIGNED BY: A.J.V. DATE: FEB 2010 ~ DRAWN BY: G.M. T.G. SCALE: 1 • = 1 oo· V-// al / PROJECT MGR.~· ....cT,.,,.C,.... --JOB NO.: 09-1278 -~ • ..JLf/J.,_Z __ 1-------------------1 r .E. &J223 c.. EXP .kl/~/_lz_ DATE ENGINEER OF WORK: 15 16 ---{33-- ' PLAN WATERLINE 'C' SCALE: I• = 40' 17 20' WIDE PUBLIC WATER ESMT. TD CMWD PER DOC. No . .:2010 · o<lobi~"I REC. 8.19)-lo,o PR 10-06 18 o· 10' 40' ----5 20 SCALE: 1" = 40' I - 19 80' WATER OATA NO DELTA BEARING RADIUS I 2 J 4 5 NOO"OO'Jl"W N15"01'#"W N8!i'14'55"W N82'29'18"E N62"J8'24"£ LENGTH 21J. ,,. /90.6J' JJ8 . .f2' J5.60' 62.2J' REMARKS 8' PVC ~ DR/8 • • • • • • • • t----t----+--------------l-----l--___jl---------l-----11 SH5EET I CITY OF CARLSBAD I SHE,ETS I :===-===EN:::::G=:':IN:::::E:::E::::R:=IN'::G=O::::E:::P::::A::::R::::TM::E::::N::::T==='--'==::::::::: BENCHMARK DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORl/-1 SIDE OF PALOMAR AIRPORT ROAD, 300 FEET WEST OF MELROSE DRl'vE RECORD FROM: R.O.S. NO. 11211 (PT. NO. 71) ELEVATION: 444.00 M.S.L. DATUM: NGVD 1929 L DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION l:\091278\09788105,d'll'g Mey 25, 2010 1:16pm Xrefs: 097681; 09788GRD; 0978BIL Y; 0978BMAP; 0978BPRO; 0978BUTI.; ·!:16D57U1l; 9605BSTR; 9605BUTL-CC1 IMPROVEMENT Pl.ANS FOi?: /SIS PHARAIACEIJTICALS DA TE INITIAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL OWN BY: -~=·• PROJECT NO. DRAWING NO. CHKD BY: c.,w P. /. P. O',, 0'2 ,J67-,J RVWD BY: • • • ;,-"t "t I II I II II II I II II I '" " I I: I ' 1iii 1111 ' ... . . .. "' :-:::-. . . I.. ---: .... _ '',",' ',,'',"', . , .. , . . 1 :· . . .. . I. . . . . . . ..... .. . . I. . . .. ", 1.... . . . , .. . . . . 1·-J" · .. · "," .. I'-~ .. _ ... _.. . . f ,. ' ' ..... J .... "' r. . . '-I· .. , ... 1 ...... , L. . . ". . i·· --- .. , .. , ... '' . ·I·""" I··· ..... ._. .. _ ... ' C4l/TlON !! CONTRACTOR TO VERIFY THE EXACT LOCA TlON OF EXIST!NG UTlL/TlES IN THE FIELD PRIOR TO CONSTRUCT!ON! NOTE!! 1.-_ ..... ELECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL. 19 I 1. I I 2710 Loker Avenue West Suile 100 Corlsbod, Cclifornio 92010 760-931-7700 Fax: 760-931-8680 www.odayconsultonb.com 20 Civil Em;iineering Plonning Processing Surveying 21 DESIGNED BY: A.J.V. DRAWN BY: G.M. T.G. PROJECT MGR.~· ~T~.C~. __ ENGINEER OF WORK: DATE: FEB 2010 SCALE: 1 • = 100' JOB NO.: 09-1278 -~,-4:, ~~ra= .. ANOREW J. VAN L6Y. RCE: 6 573 22 23 r---------_ 7------. r---------_ r------... PLAN WATERLINE ,. = 40' "AS-BUILT " 14# cl~ -_?flm_ P.E.~2t.Jc. EXP. 0"U'2 DATE 24 25 v/ ) BENCHMARK DESCRIPTION: 2" ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORllf SIDE OF PALOMAR AIRPORT ROAD, 300 FEET /1,f'ST OF MELROSE OR/VE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 444.00 M.S.L. DATUM: NGVD 1929 ~-1-----1~=····-1-----1=c+~·•_· ·-1·-+'-----l----'e--41_._+'----·-l------l'----4=-l---_._e--4-+=-l------l_._4--l---_._e--4'-----+-=-l------l~-+_._-l---_._l----l=+'-----l----'--~-~---· -4·_~•~-4_c,-l---=-l-_c_jcc_4-=-l---~+·· ..... c_j·=c_j_-+--I-'-+--..... . . . . ..... l. . . f. .. , .... _ ... _ .. j ...... , ~ ""_ .• _--_-1.... ..... _ 1""' i .... _ ... _ -----1 -I· : l - 26 27 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL t. \091278\0978B106.dwg May 25, 2010 1. 17pm Xrefs: 097881; 09788GRD; 0978BIL Y; 0978B1.\AP; 0978BPRO; 09788Ull; 96057UTl; 9605BSTR; 09787Un. o' 10' 40' 5 20 80' . . -- .. ·, " SCALE: 1 • = 40' DATE I 2 J 5 6 7 INITIAL CITY APPROVAL WATER DATA DELTA/BEARING N62'J8'24"£ N62'J8'.24'£ NJ1"29'/9"£ N46'J5 'O /'£ NJ1"J4'07"£ N84'00'J8'£ N50'59'22"W RADIUS LENGTH REMARKS 118.61' a• PVC ~ lJR/8 15.94' to• PVC ~ lJR/8 2 I 1.25' f---'-'.'---'-'-'"--.:__-"'•=-----j 20J. 10' • • 79.52' • • 59.57' • • 52.04' • • I S6ET I CITY OF CARIBBAD I SH,TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: /SIS PHARIIACEUT/CAlS ~~D£j'g YJY. PESKI ~/IQ__ SE IORCIVIL ENGINEER PE 41204 EXP. OJ/J1/11't6.TE OWN BY: "· 1 ' CHKD BY: e-W RVWD BY: PROJECT NO. P.I.P. 09-02 DRAWING NO. 467-4 061710 I o· 10· 40' 5 20 80' SCALE: 1 ' = 40' CAUllON !! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! NOTE!/ I I I I I ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I • ~ "/IEi I \ 10 11 12 15 14 13 12 11 10 u' I I I I 'v I {tlij I I ~,;, I ,. ~t· I I <.J '<! I I I I I I -/ T I I -I I I I I I I I I I I I I I I I I ~ ' 00 0 8 ------ • SE: RP. BLD.PL S r---------------------~ --PRIVATE SEWER DATA PLAN -SEWERL/NE ~ 1 {PRIVATE) DELTA BEARING RADIUS LENGTH Nl3'40'57'W NIOVO'oo'W 16. 10' 64.65' REMARKS 8" PVC SE/tER N SOR 35 4" PVC SE/tER N SOR 35 SCAl£: 1• = 40' 2710 Loker Avenue West SLJite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying 2 3 4 N52'27'14 "E NIJ74'J9"E 91.37' 6Q08' . . ~-1 5 6 Nll'J3'11"E N62'J6'J5"E 88.00' /OQOO' 6 • PVC SEWER N C 900 6" PVC SE/tER N SOR 35 1 8 N62'J6'J5 'E N62'J6'J5"E /0QOO' 16.23' • • • • DESIGNED BY: A.J.V. DATE: FEB 2010 "AS-BUILT " DRAWN BY: G.M. T.G. SCALE: 1" = 100' 1#-, :If, _ PROJECT MGR.~· ~T.C=·-~ JOB NO.: 09-1278 ~ f---------------1 P.Et;tJZZ3; EXP.~ ENGINEER OF WORK: /4f"" -a 6 _L.c'e ~ DATE: ~r" ANDREW J. VAN 11'J'{ 1/ RCE: 6 573 ~EVlf ED J_ytL_~ INSPECTOR DATE ' I c=: i r "' ~ ij .__,"' I I cc; <j ~~ I --"' ~ cc; t= <j !'o!>: ... ~ -bl 13 12 II 6 o· 10· 40• -----5 20 80' SCALE: 1" = 40' D \, \ )eo \ \ PLAN - SCAl£· I • = 40' BENCHMARK DESCRIPTION: 2' ALUMINUM DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, 300 FEET 141:ST OF MELROSE OR/Ve RECORD FROM: R.O.S. NO. 11271 (PT. NO. 71) ELEVATION: 444.00 M.S.L DATUM: NGVO 1929 l---+--+-----~-------1---1---t---.l..----l LL] cirriNE2!G £A~~~AD I SH,TS I DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 1:\091278\097BBI07.dwg May 25, 2□10 2:09pm Xref,: 097BB!: 097BBGR0; 09788!LY: 097881.!AP; 0976BPRO; 09788Ull.; 09787Ull; 960585TR; 9605BUR-CC1 IMPROV£!,f£NT PLANS FOR: /SIS PHARMACEUTICALS AP~ y~Kj}J(ESKI ,k__ SENORCIVIL ENGINEER PE 41204 EXP. 03 31 ~E DWN BY: -""',.._'-"'-·I CHKD BY: t:-W RVWD BY: PROJECT NO. P.I.P. 09-02 DRAWING NO. 467-4 06 '710