The URL can be used to link to this page

Home My WebLink AboutDWG 425-6; PD 04-17; CARLSBAD RESEARCH CENTER LOT 66; 01-02GENERAL NOTES 1. THIS PIAN SUP[RSEDES ALL OTH£R PLANS PR£VIOUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIV[ ANY PORTION OF TH[ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDffiONAL APPROVAL, CITY STANDARDS OR OTHER ADDfTIONAL DOCUMENTS LISTED H£REON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALJ. R£VISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERm. 3. Cl7Y APPROVAL OF PLANS DOES NOT RWEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM R[SPONSIBILITY FOR THE CORRECTION OF £RRORS AND OMISSIONS DISCOVERm DURING CONSTRUCTION. ALL Pl.AN REVISIONS SHALL 8[ PROMPTLY SUBMITTED TO THE CITY ENGINE[R FOR APPROVAL. 4. A RIGHT-OF-WAY P£RMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY-PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSUl?ANCE MUST BE FllED NAMING THE CITY OF CARLSBAD AS AN ADOITIONAL /NSURm ON THE PERM/TT££'$ POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRfflNG THE POLICY MUST HAVE A RATING OF "A. AND A SIZE CA1FGORY 0£ CUSS V AS ESTABLISHED BY "8£515" KEY RATING GUIDE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE Pl.ANS MAY 8[ REQUIRED IF THE PROP0S£D IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO R£VISIONS WILL BE MADE TO THESE Pl.ANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE Pl.ANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDffiONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTH[R [MERG[NCY VEHICL£S SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WH£RE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL 8[ SUBMITTED BY A PROFESSIONAL ENGINE£R OF THE STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLlm SOILS M[CHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF Fl[LD TESTS. THE WRl7TEN FIELD COMPAC110N REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE HELD TESTS 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTEND£D BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTH£R ASPECTS OF THE WORK. THE CONTRACTOR SHALJ. SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760) 602-2740 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. ME;m,;i~;~14~Wtc~~,,,,,#SWWi~i,t:1t,ww:k\f!Mjjsr BE MADE THE NE:XT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS I.ATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE D£VELOP£R 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 SAF£lY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL Pl.AN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO 8[ MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST 8[ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINE£R AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE PLAN VARIES FROM THE SHORING E~1i/;Afl/fl#:m~-D~~tnll:owm7%s EXCAVATION. DO SO. 17. ALL OPERATIONS ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRNAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALJ. BE LIMITED TO THE P£RIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALJ. BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTf OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATJON. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTfNCE AND LOCATION OF UTILITY 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 PRECAU110NARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING ,AC/LIT/ES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFF!C/£NTLY AHEAD OF THE CONSTRUC110N TO PERMIT THE REVISIONS OF THE CONSTRUCTION Pl.ANS IF IT IS FOUND THAT THE ACTUAL LO<:ATIONS ARE IN CONFLICT WITH TH£ PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATNE. UNDERGROUND S£RVICE ALERT SDG&E PAC/AC BELL ADELPHIA CABLEVISION CITY OF CARLSBAD(STREETS &, STORM DRAIN) "CARLSBAD MUNICIPAL WATER DISTRICT "SAN DIEGU/TO WATER DISTRICT *LEUCADIA WASTE WATER DISTRICT 'VALLECITOS WATER DISTRICT -OLIVENHAIN WATER DISTRICT *BU[NA SANITATION DISTRICT *AS APPROPRIATE 8800~ 422-4133 800 660-7343 800 892-0123 (760) 438-7741 (760) 434-298() (760) 438-2722 (160 l 633-2650 (766) 753-0155 (760) 744-0460 (760) 753-6466 (760) 726-1340 CARLSBAD TRACT NO. 85-24 PAL OMAR CREST CORPORATION CENTER LOT 66 WATER IMPROVEMENT PLANS WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANC£ WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2-POTABLE AND RECYClED WATER STANDARDS, 2004 EDITION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL AOHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDER. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SJGNm AND APPROVED BY DEPUTY CITY ENGINEER AND DISTRICT SUPERIWTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCT/ON, (TELEPHONE NO. (760) 438- 3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWm IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. ANY EXCEP110NS SHALL REQUIRE WRITTEN P£RMISS/ON FROM THE DEPUTY CITY ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MAT£RIALS OF THE FIR£ LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO BUILDING SHALL BE DETERMINm BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2-POTABLE AND RECYCL£D WATER STANDARDS, 2004 EDITION. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALJ. BE PROT[CTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER. THE DEPUTY CITY ENGINE£R WILL CONSID£R AN ALTERNATE FORM OF PROTECTION. 9. ALL POTABLE WATER SERVICES SHALL BE 1 • AND ALL POTABLE WATER METERS SHALL 8E 5/8" (UNLESS OTHERWISE NOT£D ON Pl.ANS). 10. ALL WATER METER BOXES SHALL BE ARMORCAST. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFAC[ GRADE "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGIN££R OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH[ CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ARM: SAN DIEGUITO ENGINEERING, INC. ADDRESS: 4407 MANCHESTER, STE. 105 CITY, STATE: ENCINITAS, CA 92024 TELEPHONE:<!!:3-5525 BY: __ _£ ______________ DATE: BARRY. MUNSON p.£. NO.: _40_98_0 ___________ _ EXPIRATION DATE: _3~1/3_1~/0_7 ________ _ REFERENCE DRAWINGS GRADING PWI: 425-IIA /NE PW/: 264-6 SHEU J INDEX MAP LEGEND DESCRIPTION DWG.NO, SCALE 1" = 100' INDEX MAP SYMBOL OWNER THE BLACKMORE COMPANY 1530 fARADAY AVE. SUITE 170 CARLSBAD, CA 92008 PHONE NO. (760) 8()4-9600, FAX (760) 804-9607 LEGAL DESCRIPTION LOT 66 or CARLSBAD TRACT NO. 85-24, UNIT NO. 4 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA , ACCORDING TO MAP TH£REOF NO. 11811 FllED IN THE omcE OF THE COUNTY RECORD£R OF SAN DIEGO COUNTY. MAY 19, 1987. APN# 212-120-10 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PIANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON NOVEMBER 26, 1996, BY O'MALLEY AND ASSOCIATES, TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 212-120-10 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N J54 000 E _,.,1 6"'8,,,0,.,000""'------ COLLEGE 8 0 U L E V A R D P/JxP/Jx FLANGE TE£ W/ GATE VALVE FIRE HYDRANr ASSEMBLY CMWD W-12 DOUBL£ CHECK VALVE om:croR CMWD W-22 ASS£Mf!t.Y s• PVC WATER LIN£ CL-150, C-900 5• PVC WATER UN£ CL-150, C-900 CaU: TOil. FREE 1-800 422-4133 TWO 'wGRl(M Mv:t JD"(II[ 'till 1tG ® I Cl _BASIS OF BEARINGS EASTERLY LINE OF LOT 66 OF MAP 11811, I.E., NORTH 29'59'21" EAST. BENCH MARK -'"" , .. -.. ,., .. __, "" --·-••-;,••" ... ----~-.-,---- . --· -"""' ---- SAN DIEGUITO ENGINEERING, INC. CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD FIRE DEPARTMENT DESCRIPTION: . CONCRETE MONUMENT W/STANDARD DISK STAMPED "£CR 15' 4407 MANCHESTER, SUITE 105 ENCINITAS, CA 92024 PHONE, (760) 753--5525 CIVIL ENGINEERING • PLANNING LAND SURVEYING ROBERT J. WOJCIK R.C.E. 33698 DEPUlY CllY ENGINEER EXP. 6-30-06 ,:\1lJA!A\4502\WATE.R\4o02W_1A.DWG, SCALE: 1"=100', DATE: 0S/18/05 DATE NO. OF F.H.(S)i_F.FLOW1000 G.P.M. OUT OF.LF.H.(S). BLDG. SPRINKLED YES/N:~F.FLOW3375 G.P.M. FlRE MARSHAL DATE LOCATION: 500' SOUTH OF INTERSECTION OF EL CAMINO REAL & PALOMAR AIRPORT RD. EAST SID[ OF EL CAMINO REAL ALONG FENCE LINE. RECORDED: SAN DIEGO COUNTY PRECISE SURVEY LEVELS (RS 1800-1) ELEVATION: 296.48 DATUM: U.S.C. & G.S. /l'\IJ2.DED LI v.a DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION WORK TO BE DONE TH[ IMPROVEMENT WORK SHALL 8£ DONE IN ACCORDANC[ WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF Pl.ANS 4. PIP NO. N/A DATED 5. THE STANDARD SPEC/f/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOSOILS, INC. DATED NOVEMBER 11, 1996 AND AUGUST 16, 2004. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/Fl[D BY TH[ CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION D£VELOPMENT PERMIT CONDITIONS DATED N 9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY P/JxP/Jx FLANGE IEE W/ GATE VALVE CMWD W15, W16 3 EA 2 EA FIRE HYDRANT ASSEMBLY CMWD W19, CMWD W-12 ~ Cl DOUBLE CHECK VALVE DETECTOR ASSEMBLY 8• PVC WATER LINE CL-150, C-900 6" PVC WATER LINE CL-150, C-900 2" MAR 2" AVA EXISTING CURB & GUTTER EXISTING SIDEWALK EXISTING WAT[R LINE EXISTING/PROPOSED SEWER LINE EXISTING/PROPOSED RCP STORM DRAIN EXISTING CONTOUR EXISTING SPOT ELEVATION CMWD W-22 ---w-------w---- ---W---- Q PASTEUR COURT [A 935 LF 41 LF 1 EA 2. [A RfAL PALOMAR VICINITY MAP NOT 10 SCALE HAS BUIL TH .1 ______ ~ESS1!!!'fi rz.-ll-bl. ~:f\ RCE r.fo q BD EXP. 3-3/-07 DATE ~ Ct) ~ NO. J> DP. J-ll---07 ~ REVIEw'ED BY• ,.. ' ,,I' C'!\f\\. '!+ .. () J e \~ _/Z.-z.o-(J/,,:; Of Ckll \/ vY1' t!. 10A: ◄ M::"> JNSPECTOR DATE I I SH1EET I CITY OF CARLSBAD I SH2TS I ENGINEERING DEPARTMENT WATER IMPROVEMENT PLANS FOR CARLSBAD RESEARCH CENTER LOT 66 AP~V~J\)\i\ LLOYD B. HUBBS -C. I -t.,,-Z.,·-"'> PE~ EXPIRES ' -1u5~TY ENGINEER DA1E OWN BY: / PROJECT NO. DRAWING NO. DATE INITIAL DATE INlllAL CHKD BY: '-✓ OTHER APPRDV AL CITY APPROVAL RV',/D BY, PD 04-17 425-6 ~62105 () < -Q:: Lu Lu < -(.'.) < lf) LuC\j lf) 2 lf) C, --..I ::::i I-'; =E (.'.) lO Lu f".._ -(i) Cl~ - <~ 0 ts -~~ ,._, (II i I 0. ;I ., .. ii: 0 ma: I I! ml i c•• ••••»•+•••»•,••• ,., ......... ,.... '"~""'~ "~•'"" •,.~~"'" ••• ' ......... •+• • •cc» • ,..,,.,-,,<,,, "'''"-•" ~-. -" ••~•••~= "',>S<·•=~•·••~•• "~•-~ __ , '-•~~• ~•-.su•=--- j • ' ' ' ,;-,------•«--~-.. ---·-"'·"--•~"-•• ~-.,-.. .,"-•j----··•"-~-·~----.,-.·· --- ! i ' . . .. PROPOSED FlN~ ·l · 2-so · ·----·-•··• --.,,,, ..... ···--· -------·---... ------··· ·----.. r··---ORADE--..... ..... --· -----•J. .... ·--· ..... • ................. •»•••--·----··-·+----· ---·---••··•--•--· ·· ""::~-----·· ··---···+-··---·-·-·--------· -----·--·--- 1 ! w: fl+TERUNE. i i WATERUNE. I ' .,,,,,.,,,__ __ __,_.., !!!I ---+ ' ---•-"•• .. ·~·---~ ~--···-". ,,,,,,, ..... ,, .,.,, .. ,,, ------~ ·-· ,'' . --,,--,-·0-------------•~•~•,+,~•~• •a~••--•~ I ------~---"·~---,--~, ·'-' ----------·r··--.. ·····-----·~•-;,·•·.g ··· --· ·· · --i 2 4 5 ~ -. 1 W/3 8"F/Jx8"P/'"-,-- ADAPTERS DOUBLE CHECK VALVE ASSEMBLY STA 12+10.16 1.---8"F/Jx8"F/J (ANG.=22.5') 'THRUST BLOCK 8"F/JxB"F/Jx8"F/J TEE CONNECTION DETAIL DOUBLE CHECK VALVE ASSEMBLY CONNECTION N.T.S. 116.00' RIGHT INSTALL 8" END CAP AND THRUST BLO~. 112.00· RIGHT 2"MAR . SCALE 1•• = 40' I f ,, I- STA 13+66.18 ANG= 90-00'00" USE 8" P/JxP/JxP/J TEE W/ THRUST BLOCK ····•·· W/8"·-GV P / ,Lx .. i' I~----. T:\ 1 DATA \4502\WATER\4502W_2ADWG, SCALE 1 =40, DATE: 051 181 05 INSTALL FlRE HYDRANT ·~~ET 14.60 RIGHT A:Sti~MBLY PER CMWD DWG:·NQ. W12. '•, 10+00 11 +00 COLLEGE 12+00 13+00 ----- ) VE T. 1' = 4' ----+ 14+00 15+00 16+00 17+00 18+00 19+00 .,r--EXISTING UTILITIES PER REF DWG 264-6 STA 18+65.37 ANG=45·oo·oo· USE 45' 6"FLJ • 6"F/J W/6"F/J X6 P/0 ADAPTER W/THRU BLOCK STA 19+12.44 ;,i'OINT OF CONNECTION ,. REMOVE EX. a• ENO M;P WATERLINE CONST. 8" ACP-CL 15 WATERLINE TEE & 6"RT.xFLGV. 8" PLUG & T.B.'S NOTE:IN AREAS OF NO SIDEWALK CL OF HYDRANT 2' FROM F.C. a:, Iii 8 ETER R/W CONNECTION DETAIL COMBINATION WATER SERVICE AND FIRE HYDRANT CAP & THRUST BLOCK CONNECT NEW a• PVC WATERLINE W/8" AC-P/J X PVC -PJ ADAPTER STA 18+65.37 8"F/J X 6"F/J X 8"F/J FLG TEE W/THRUST BLOCK \ ' STA 18+25.92 ANG= 23°15'00" USE 22.5" P /LxP /L W/ THRUST BLOCK WATERLNE DATA TABLE• NO. LENGTH BEARING REMARKS 1 47.26' N6751'12"W 8" PVC CL-150 2 46.93' N21"44'21"E 8" PVC CL-150 3 72.98" ND1"45'39"W 8" PVC CL-150 4 43.00' N25.15'39"W 8' PVC CL-150 5 29.78' N4745'39"W 8" PVC CL-150 6 126.23' N60•00'39"W 8' PVC CL-150 7 386.98' S2s·59• 21 'W 8" PVC CL-150 8 72.76' S6Ci58'35-E 8' PVC CL-150 9 39.45' S84'13'35"E 8" PVC CL-150 10 47.07' sos· 46'25'W 8" PVC CL-150 11 24.74' S29'59'21'W 6' PVC CL-150 12 15.95' No1•00' 41 'W 6" PVC CL-150 13 22.32' S29'59'21 "W 8" PVC CL-150 14 116 .. 00' s29·59•21 "W 8" PVC CL-150 • NO DEFLECTIONS AT BELLS, FITTINGS OR THE PIPE ALLOWED .. USE DEFLECTION COLLARS SAN DIEGUITO ENGINEERING, INC. 4407 MANCHESTER. SUITE 105 ENCINITAS, CA 92024 PHONE; (760) 753-5525 CIVIL ENGINEERING • PLANNING LAND SURVEYING NOTE: ALL PIPING AND APPURTENANCES DOWNSTREAM OF AND INCLUDING DETECTOR CHECK ARE CONSIDERED PRIVATE CONSTRUCTION NOTE NO CUTTING OF ACP WILL BE ALLOWED CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO STARTING WORK REVIE\JED BY, c7 01c. v¼ .J.....,,,.. l---+----+--------------t---t----11----11 SH2EET I CITY OF CARLSBAD I SHE2ETS I ENGINEERING DEPARTMENT ::::=='...:::::==========--===; i,STA 17+53.16 ANG= as·o2•04• a• P/JxP/J USE 90-BENO W / THRUST BLOCK 11\ AOOE () AVA DA TE INITIAL ENG1NEER Of WORK REVISION DESCRIPTION DA TE INlilAL DATE INITIAL □THER APPROVAL CITY APPROVAL WATER PLAN FOR: CARLSBAD RESEARCH CENTER LOT 66 OWN Br: ' I PROJECT NO. I DRAWING NO. ~~n8{~. '•/ . PD 04-17 . 425-6 (.') < -~ < -(.') < Lf) l,J C'-j Lf) 21.f) -1 ::::.i IV) (.') Lf) l,J "' -a------., <~ Vi~ •• II = ¥lo Ii 062105 0 ~ N (i) 0 t:; -N 0, I 0,.