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HomeMy WebLinkAboutDWG 448-4; SDP 06-03; LOT 1 FENTON CARLSBAD RESEARCH CENTER; 01-02GENERAL NOTES 1. THIS PLAN SUPERSEOES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL Oi THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORIION Of THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCiiON. ALL PLAN REv1SiONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PO?MIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN Tl-/£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY 'Ml/TING THE POLICY MUST HA VE A RA TING OF "A" AND A S!lF CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSIKUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIA Tf SHEET OF THE PLANS ANO iiTLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER, 9 THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF Tl-/£ STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FJELD TESTS. 12. A PRfCONST/?UCTION MEETING SHALL BE HELD AT THf SITE. PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FO.R CONSTRUCTION. INSPECTION. SUPERVISION, TESiiNG AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDUL[ THE MEETING BY CALLING THE INSPECTION LINE AT (760)4J8-J891 AT LEAST FIVE (5) WORKING STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MITTTNG WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION R£0U[STS MUST BE RECflVEO PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. T.'iE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA iiON THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA iiON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA /ION. 16. IF ANY ARCHAEOLOGICAL ,R£$0URCES ARE D!SCOV£REQ WfTHfN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMI.IEDIA TEL Y AND THE P[,qMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGIN[ER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS JS AVAILABLE. AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE C/TY ENQNEER FOR APPROVAL TWO FULL WORK/NC DAYS PRIOR TO BEGiNlViNG OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITI-/OUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXJST[NCE AND LOCA noN OF unuTY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OT.'iER EXISTING FACILITIES OR STl?UCTUR[S NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY Al=IEAD OF THE CONSTRUCTION TO PElfMIT THE REVISIONS OF THE CONS7T<UCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCA iiONS ARE IN CONFLICT WITH THE PROPOSED WORK. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DA VS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES IS££ BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUl::TiON NEAR THEIR FAC/LliiES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 ADELP.HJA CABLE COMMUN/CA T!ONS (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD (STREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760)438-2722 *SAN DIEGUITO WATER DISTRICT (760)633-2650 'LEUCADIA COUNTY WATER DISTRICT (760)753-0155 * VALLECITOS WATER DISTRICT (760)744-0460 :i0~iH1~.!!~1 wi1 °tflfkf!T f;~gj;~l=ftJg ' AS APPROPRIATE SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WA TE.~ DISTRIcrs SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", LATEST EDITION, AND THE STANDA.RD SPECIF/CA T!ONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFOR[ ANY [XCAVA TION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRJOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891) WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS, 2004 EDITION OR AS AMENDED. 2. THE CONT.'/ACTOR SHALL OBTAIN AN EXCAVA T!ON PERMIT FROM T/-1£ DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL P,~OV/SiONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAIN[D FROM TH[ C.M W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCiiON. TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE. ALLOWED IN Tf!E WA TfR LINE EASEMENT, ALL EX/Si/NG TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WO!?K -ANY EXCEPTIONS Si/ALL REQU!.RE 'Ml!TTfN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF TH[ FIRE UN[ LOCA TEO BETWEEN THE DETECTOR CHECK VAL VE ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH T.'iE CITY OF CARLSBAD ENGINEERING STANDARDS, 2004 EDITION OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED BY ANOTHER MANNER, THE. DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. C.M.W.D. CONSTRUCTION NOTES 1. WATER AND SEWER LATERALS SHALL HA VE A MINIMUM OF 5 FEET HORIZONTAL SEPARA T!ON. 2. 2 FEET MINIMUM CUT BETWEEN SUBGRADE AND TOP OF PIPE. 3. METER BOXES SHALL BE FLUSH WITH GRADE 4. ALL METER BOXES SHALL BE 17"X30"X12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. CHERRY ENGINEER/NG 12721 POWAY ROAD POWA Y. CA 92D64 (IJ!rf:tl410( -au~vi A-/Jg.RT L. CH~Y F ~._ j RCE: 37980 EXP. 3-31-09 WPORTANT NOTICE ],9,G7 DATE SFCT/ON 4216/4217 OF THE GOVERNMENT CODE RFOUIRES A --- - -, - --. DIG ALERT /DENT/FICA TION NUMBER TO BE ISSUED BEFORE A "PERMIT TO EXCAVA TE 11 WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT TOLL FREE: 1(800)227-2600 TWO WORKING DAYS BEFORE YOU DIG INDEX OF SHEETS DESCRIPTION TITLE SHEET WA T£R LINES :4' & 'B' SPECIAL NOTES SHEET NO. I 2 CITY Of ENCINITAS VICINITY MAP NOT TO SCALE REFERENCE DRAWINGS CT 00-02, 478-6 1. TH£ EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER FACILITIES OR STRUCTURES NOT SHOWN 2. QUANTITIES IND/CA TED UNDER "WORK TO BE DONE" ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES TO BE DETERMINED BY CONTR.4CTOR. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ANY AND ALL PERMITS REQUIRED IN ORDER TO PERFORM WORK SHOWN ON THESE PLANS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING IN PLACE ALL SEWER MANHOLES, WATER METERS, !RR/GA TION METERS AND VALVES: ANY DAMAGE TO DISTRICT/CITY FACILITIES SHALL BE REPAIRED IN KIND AT THE CONTRACTOR'S EXPENSE. 5. THE FIRE SPRINKLER SYSTEM DESIGNER SHALL DETERMINE THE ACTUAL SIZE OF FIRE SERVICES, F. S. GA TE V,4L VES, AND DOUBLE CHECK VAL VE DETECTOR ASSEMBLIES PRIOR TO THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS. OF t.lARCOS PROJECT LOCATION EXISTING CONDITIONS THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NO. 212-020-23 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 350-1683 THE PROPOSED GRADING FOR LOT I FOX-MILLER CT 00-02 IS PRESENTED AS EXISTING TOPOGRAPHY FOR T!-!/S PROJECT. SURROUND/NG TOPOGRAPHIC N 1 996 000 E 6.247.000 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THESE IMPROVEMENTS IS THE C[NT[RLINE OF SALK A VENUE ADJACENT TO LOT 1 AS SHOWN ON MAP NO. 15253. J.E. NORTH 0017'39" EAST. BENCH MARK DESIGN A TfON: SET 2.5" DISK IN DRAINAGE BOX fNL[T LOCATION: NORTH SIDE OF PALM[R WAY, 100 EASTERLY OF COUGAR DRIVE R[CORDED: POl,VT 108, CfTY OF CARLSBAD SURVEY CONTROL NETWORK ELEVATION: 246.2.3 DA TIJM: NGVD REFERENCE DRAWINGS DWG NO. 418-6 D WG. NO. 4 /8-6A MAP NO. 15253 PUBLIC IMPROVEMENT PLANS SUBDIVISION GRADiNG PLANS SUBDIVISION MAP !NFORMA TION IS ALSO THAT USED BY THE FOX-MILLER PROJECT. SALK A VENUE AND THOSE UTILITIES PROPOSED AS PART OF THE FOX-MILLER PROJECT ARE IND/CA TED AS EXIS"TING. LEGAL DESCRIPTION LOT 7 OF MAP 15253 PER FILE NO. 2006-0067903 RECORDED IN THE COUNTY OF SAN DIEGO JANUARY 30, 2006 0.R. OWNER FENTON CARLSBAD RESEARCH CENTER LLC. A CALIFORNIA LIMITED LIABILITY COMPANY MANAGER: H.G. FENTON COMPANY, A CALIFORNIA CORPORATION 75 77 MJSSJON VALLEY ROAD SAN DIEGO, CA. 92108 619-400-0120 GEOFFREY SWORTWOOD VICE PRESIDENT , -A -.&e..-~~-r c:~ CHERRY ENGit-JEERING f /1 ~ BUILT" l1&t_ '-.·tJttlA I RCF ~eo EXP ~-3-'·f b-/G·C::fl 12721 Poway Road, Poway, CA 92064 Ph 1858l 679-3410 Fax 1858! 679-3416 REVIEWED BY: ............. /. .. .1e ..... IN®ECTOR J DATE II f_z/o 'l_ DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK DATE WORK TO BE DONE T'rfE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY T'rlE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. A) RESOLUTION NO. 4164 DATED 10/04/2006 (NEG DEC.) B) RESOLUTION NO. 4166 DA TfD 10/04/2006 (GPA) C) RESOLUTION NO. 4166 DATED 10/04/2006 (ZC) D) RESOLUTION NO. 4167 DATED 10/04/2006 (SOP) 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCiiON (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON INCORPORATED DATED 9/28/06. 7. THE SAN Dl[GO AREA REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY Ti!£ CITY OF CARLSBAD STANDARDS. 8. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS FOR WATER, SEWER AND RECLAIMED WATER. 9. STORM W.4 TER POLLUTION PREVENTION PLAN (SWPPP) FOR LOT 1, FENTON CA.RLSLBAD RESEARCH CENTER, DA TED 6/13/07, WD/0 NO. 9 37C347395. 10. STORM WA TfR MANAGEMENT PLAN (SWMP) FOR LOT 1, FENTON CARLSLBAD RESEARCH CENTER, DA TED 4/J/07. W'DiD NO.: 9 37CJ47395 LEGEND DESCRIPTION DWG.NO. 8" P. V.C. (CL. 750) WATER LINE 2" DOMESTIC WATER SERVICE WITH 2• METER W-4• 2" !RR/GA TION WATER SERVICE EXTENSION W-4• /r-,,-,,-,, A'M.'rD w,A-rr-n\ ,v,r,·u ,.,,, METE,R (11"C..L-L.f1I c..i rtlC.fTJ rn n L 6" FIRE HYDRANT ASSEMBLY TEE OR BEND AND THRUST BLOCK (SIZE AS SHOWN ON PLANS) 8" GA TE VAL VE 2" BACKFLOW PREVENTER PR/VA TE 6" ABOVE GROUND DOUBLE CHECK V,~L VE DETECTOR ASSEMBLY WITH FIRE DEPARTMENT CONNECTION AND 6" GA TE VAL vE (SEE SPECiAL NOTE NO. 5) W-15* W-76* w-20• W-22", W-16' 2" BLOW-OFF ASS£MBL Y W-6* 2" MANUAL AIR RELEASE ASSEMBLY W-6' PR!V4 TE SEWER ACCESSHOLE S-1* PR/VA TE 6" P. VC. SEWER LINE S-5* PR/VA TE 6" SEWER CLEANOUT S-7• 4" SEWER LATERAL AND CLEANOUT S-7• PRIVATE TYPE 'F' CATCH BASIN 0-7 PR/VA TE TYPE 'G-7' CATCH BASIN 0-8 PR/VA TE TYPE '.4-4' STORM DRAIN CLEANOUT D-9 PR/VA TE 18" H.D.P.E. STORM DRAIN 0-60 PR/VA TE 15" H.D.P.E. STORM DRAIN 0-60 PR/VA TE 72" H.D.P.E. STORM DRAIN 0-60 PR/VA TE 10" H.0.P.E. STORM DRAIN 0-60 PR/VA TE 6" H.D.P.E. ROOF DRAIN D-60 STORMl..""'EPTOR STC-90D !NL/NE TREATMENT DEVICE/BMP 16" DIA. 7/4" THICK ENCASEMENT 8" DIA. 1/4" THICK STEEL ENCASEMENT DET. A' DET. A' *· //VD/CA TES C.M. W.D. STAl'IDARD Dl?A WING NUMBER SYMBOL -w- --o-0 l>J-@ Ii.]-@ • • 0 -s--@ --© -s ➔ am [g =-= REQUIRED TREATMENT CONTROL BMP TABLE QUANTITY 7274 L.F. I EA. 1 EA. 7 C'A V 1...n. 7 EA. 3 EA. 2 EA. 1 EA. 3 £A. 3 EA 1 EA. 347 L.F. 1 EA. 2 EA. 2 EA. 7 EA. 1 EA. 207 L.F. 447 L.F. 209 L.F. 161 L.F. 385 L.F. 1 £A. 44 L.F. 20 L.F. TYPE 0£SCRIP110N Ol'INERSHIP JIAINTFNANCE SHEET Na JIAIN'TFNANCE ACREEllENT FREQf,/ENCY FLOW THRU STORMCEPTOR PRIV. [NCR 2 PER MANUFACTURER SEPARATOR STC-900 ------- ------- CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS: NO. OF F.H.(S)_3_ F.FLOW 1500 G.P.M. OUT OF_1_F.H.(S). CARLSBAD MUtyCIPAL WATER D1S1RICT BLDG. SPRINKLED @/NO ... F.FLOW __ G.P.M. w~~-I -1._,y' --?I,~/,,.-:, DA\1D A. HAUSER DATE DEPUTY CITY ENGINEER R.C.E. 33081 REG. EXP. 6/30/08 l'IRE M.4RS~AL ' / 'DATE I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: LOT 1 FENTON CARLSBAD RESEARCH CENTER PUBLIC WATER LINE PRIVATE S£M:R and PRIVATE STORM DRAIN APPRO)IEf>: DAv1D A. HA),ISER 0-,_,/& 7p..:,/07 DEPUTY CITY ENGINEER RCE 33081 REG. EXP. 6/30/08 DAlE .. DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~tiz. 448-4 SDP 06-03 OTHER APPROVAL CITY APPROVAL RVWD BY: I I "' 'le < D {; '@ "" C --c::. '-= ~ ts &~ ~"" ~I -~ ii_:j',; ~ a , ·~ g~ L ______________________________________________________________________________________ ,;_ __________________________________________________________________________ ___,~~ I f · ·{ , i_-__ j __ 1---. -j -· ··1-· -· .. -;-, ~ J I __ ,_ ; I i , 1 , , , , J , I · I , -; , ; -,-, --f---+----, r -··1 -l j-· ; l I l , , l 1 , .i j 12 MATCH LINE -SEE THIS SHEET BELOW RIGHT ~ 6' PVC(gj 02.0Z 20' MOE ESll'T. TO C.11. IY.O., P.R. 06-138, REC. ~~~<>D L FILE Na ~~J-oS31. 1~7 O.R. MEO/CAL BUILDING './......J~ 4• PVC 266. 00 F.F. H.O.P.E. STORM DRAIN {SIZE AS SHOWN ON PLANS} ENCASl:Mi:NT {SIZE AS SHOWN ON PLANS} 8 \ 6 7 6 • c. V. DETECTOR 4+46.JI~ 6 DB/..C.. i X 6' TEE ASSl Y. W/. F.0. " l ,t r.e.; 8 G. V. 0 :3. \, 6 5 I • \ -8" p ~ Q:~ 4 \I , I i 3 2 6 1 0 0:78Vl'29" "'. R:55.00' ciiilf.90', 2 .• , FflL 9.fi0 1' c,13· ( 'G'.:G MATCH LINE SEE 77-IIS SHEET ABOVE LEFT CONSTRUCTION NOTES (f) REMOVE EXISTING RIPRAP ANO CONSTRUCT TYPE 'F' CATCH BASIN TO INTERCEPT EXISTING CONCRETE SWALE. (f) REMOVE EXISTING DRAINAGE IMPROVEMENTS INCLUDING OESIL T BASIN ANO RISER, PCC SPILL WA Y AND RIPRAP AND TYPE 'EJ' CLEANOUT AND 18" HDP£ (}) POC TO EXISTING 12" WATER MAIN. REMOVE THRUST BLOCK AND CAP, INSTALL 12"x8" REDUCER. 0 INSTALL STORMCEPTOR STC-900 !NL/NE TREATMENT DEVICE DOWNSTREAM OF A 4 CLEANOU T. @ JOIN EXISTING 2• /RR/GA TION SERVICE EXTEND AS SHOWN ON PLAN. @ INSTALL H.D.P.£ STORM DRAIN IN 1/4" THICK STEEL ENCASEMENT PER DETAIL ,! '. ~4Z}1t ltu1 12• H/JPE O 2.0Z and 20 l.F.@ f;ei;1\f, 15' C.-C?a>. ENCASEMENT; @ f;&· SEE ENCROACHMENT z AGREEMENT DA mJ ],11_1]9_::,_ '!"... 5+60. 12 p R 07.;. 75 45• 8£NO ,t T.8. Oo<. . .:,001·0'>¼"-"'-. t.fc.. A-\Jf.a. ~' .~ co, 20' MOE ESll'r. TO EX CONC. C.11. IY.0., P.R. 06-138, BROW DITCH REC. '3'ili. ,o,..:,.oo, FILE NO. ~,_ o"S'.'.j_b 7 !f) O.R. O:IJ\f.J24' H:400.00' L:95.IJI' SCALE: 1" = 40' ~~ i 0 20 40 80 120 I I - ~ ~"it-Q__ •,hn WA'TER UN£ DATA TABI..£ INVERT ELEV. ~~~--BOTTOM OF H.D.P.E. "-.....-·-=-=~-bf..l!..J 1~) "" ~ f ~ l----+---+--------------+---+---+---it----11 SH~ET I c11r1N£R~G ~E¾,~~~AD I SH~TS I Na 8£ARIN6/=cTA RAJ)//JS LENGTH COMMEN75 SHOWN ON PLANS---~ . ELEV. = INS/0£ OF : i :===:'..'::==============-====: [II N 89'42'21' W 58.38' 8' CL. 150 pi,c ENCAS£Mi:NT El.CV. ' ' •' IMPROVEMENT PLANS FOR: 2 65'51'34' 210.w 2,11.15' • • LOT 1 FENTON CARLSBAD RESEARCH CENTER t G!I 18'56'14• 210.00' 69.41' • • STEEL ENCASEMENT0A d······ 11"AS1, .. BUILT" PUBLIC WATER UN£ ~ @ N 04'48'JJ' W 190.58' • • NO SCALE ~~ _/ji PRIVATF SEHER and PRIVATF STORA/ ORAJN ~ ~ N 49'48'JJ' w 4396' • • .. ~ I. (J/IM 1;171.JJJJ .,6•/5 •o=t ,.. • • ,.. 0 U). ~ APPROVED: DA~/ " !Ji S lJ\fT'21 W 216.00' JJZZ' • ' = CHERRY ENGINEERING RCE3?ta? EXP. ?E?t·I/ DATE ~ 7 /2.0 /0 7 il L'-l 68'25'41' J29.62' -",;:J ; 1 ! .. B S 0515,46• W 9.05 , • • DEPUTY CITY ENGINEER RCE 33081 REG. EXP. 6 30 08 DATE ~. V3I REVIEWED BY: 9 s 84'44'14• c 291.90• 12721 Poway Road, Poway, CA 92064 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: __,..,,....-, PROJECT NO. DRAWING NO. 'ii; ' N 94·44 •14• w 5·97 5• a. 150 Pvc ,vi-.. Ph 18581 679-3410 Fax 18581 679-3416 11 l2./2A.01 ENGINEER Of woRK REVISION DESCRIPTION orHER APPROVAL c1Tv APPROVAL 2~~g ~~~ Sfg SOP 06-03 448-4 ~1! mJ S 0575'46" I: 15 oo' • • DA l£ ~ ~ --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~~ 010610