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HomeMy WebLinkAboutDWG 418-9; CUP 172; CARLSBAD AIRPORT CENTER HANGAR REMODEL; 01-07I • ' l: ' 1 QUIBd WIii 1. THIS PLAN Su!'OfSiDc.'S ,11.L 01HER /1'1.,t.HS Pl!f'\.fOIJSI. Y ~ IIY 1'H! CITY OF CARLSBAD REGARDING ltlPROVEMENTS SHOWN ON THIS SET OF PLANS. ! ~ a, MS l"LAH DOES NOT LESSEH OR WM-.£ AHY POR'TION OF 1H£ CARLSBAD WMCIPA!. CODE; RESOLUTION OF CONDl110HAL APPROVAL. CITY STANDARDS OR OTHE'.R ADD/llONAL DOCUMENTS L/STfD HEREON AS THEY MAY PERTAIN TO 7HIS PROJECT. M ENGINEER IN RESPONSIBI.E CHARGE: SHAU. R£'VIS£ 1HE:S£ /11.AHS WHEN NON-CONF'ORMANC! IS OISCOVEl!E:D. 1 Cll"I' M'l'!'IOVAt CF l'tAHS DOES HOT lffi/F\ll H 0£\€1.0PE'il Ol'I ~ Of-lOJl!K f'ROlil RCSPONS/8/LI TY ~ TH£ COffRECTION Of ERRORS ANO OMISSIONS DISCOVERED DURINC CONSTRUCTION. ALL Pl.AN /ll!VIS/ON$ SI-IALL 8[ PROMPn. Y SUBMITTE:D TO 7HE: 0/TY E:NGINEE:R FOR APPROVAL. '-A RtGHT-Of-W-.Y l'ERMIT F1f<M 1H£ CITY ENG/NITR 1111.L IIE ~ FM ANY · ~K IN TH£ PU81.IC RK»IT Of WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICA 1£ Of INSURANCE MUST 8E FIL!D NAMING TH£ CITY OF CARLSBAD A$ AN ADDITIONAL f/SURED ON THE: PE:RI.IITTE:E:'S POLICY IN THE: MINIMUM AMOUNT OF $1,000,000.00 FOR CA~ OCCURRENCE: OF LIABILITY. .-}[.!I.-, URAN 5. NO WORK SHALL BE COMMENC!D UNTIL ALL PF:RMITS HA VE 8ffN TH£ CITY AHO OTHF:R APPROPRIA Tf AGENCIES. 08TAINE:O FROM THE l'l'Ol"OSED DA It OF THF: f. Rf.'"'5/0H at MS! PLANS //IA Y 8£ M'OUIPltO tr: IMPROVEMENTS ARE NOT CONSTRUCTE:D ""10/I! TO THE DF:AC/UNE IMPROVEMfflT AGRffME:NT. 7. HO RE\fSIOHS 1111.L 11£ IIIAOE 1l) HS£ /11.AHS Wl'IHOI.IT 'IHt Mf'TTEIY APl'IWVAL OF 7HE CITY CNGINE:E:R, N01FD 1'111HIN 1HE R£'VIS,OH BLOCK, ON THE APPROPRIATE SHECT OF TH£ PLANS l,N() TITI.E SHW. I. ORIGINAL MAIIINQS SIGNE:D BY 1HE Cl TY ALL 8E:C<Mf: M P,WPE/IITY r:JF H OTY IJP(JN BrlNG INITR. t. M ORIGINAL ORA BY 7HE: E:NCIH£E:R- SHALL 11£ 11£'~ TO ll'm.ECT AS-!Mt. T COND/1IONS PRIOR TO FINAL ACCEPTANCE OF THE: ll'ORK BY THE: CI TY. 10. ACCfSS F'Olt nff£ OTHF:R EWJWDH:Y IA':flfCLES SHALL BE: IIIAINTAINE:D TO THE PR0,£Cf S/Tf AT A L TIMES DURING CONS111UCTION. 11. J/HEffC fflrEHCHE'S ARE' '111HIH CITY E:ASOl£NTS, A sat.S lf!PORT COIJPIIIISlD CF: (A) SUMMARY 5'/rrT, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL Bf: BM(TTE:D BY A PROFfSSIONAL ENGINf:ER OF THE STATE OF CALIFORNIA, PlffNCIPAL Y DOl/4G BUSINESS IN 7HC FIELD OF APPllE:D SOILS llf~ANICS. 1HE SOIL REPORT lillLL BE 5U811/IT1£D TO THE CITY f:NG/N£F:RING INSPECTOR IIIITHIII 'NORK/NG DAYS OF COMPLETION OF FlfLD TfSTS. THE WRITTE:N FIELD COOP CT/ON RE:PORT(S) SHALL 8E IMMEDIATELY SUBMITTFD TO THE CITY fflGIHffRING I SPECTOR UPON COMPLETION OF 7Hf F'/ELD TESTS. 12. -KING DA TO STARTING CONS111UCTION. APPR '.£D DRA'MNGS MU BC AVAILABLE PRIOR TO SCHEDULIN IJ. 'J;il-./lo!' THE NEXT 'NORK DAY U LESS YOU REQUEST OTHF:RWISf:. REQUF:STS 2: 00 P.M. 'MU BE SCH DULED FOR ral? F'UU WORK DAYS LA TfR. 1,. l'HC OWHE:R AHO/OR APPLICANT 'IHROUOH 71,1£ O!'vE:LOP£R AHDIOR CON1RACTOR SHALL Df:SIGN, CONSt°RUCT AND 11/AINTAIN AU SAFETY D£VICF:S, INCLUDING SHORING, AND SHALL 8E SOI.ELY RESPONSIBLE: FOR CONFORMING TO ALL LOCAL, STATE AND FEDlRAL SAFETY AND HfALTH STANDARDS. LAW.S AND REGULATIONS. 1'-M COH1111ACTOR SHl, L CONf'Olfll TO 1.ABOI' CCO£ 5£C1ION 6,05 SY SU81,1/T71NG A !)£TAIL PLAN TO 'fliE CITY ENGINE:E:R AND /OR CONCERNf:D AGE:NCY SHOWING THE Df:S/GN OF SH ING, SltACING SLOPING OR OTHf:R PROVISIONS TO 8f I.IADF: OF 'NORKE:R PROTfCTI F'ROM THE: HAZARD OF CA YING GROUND DURING TH£ f:XCAVATIOH OF SU TRENCH OR 111fflCHES OR DURING THF: PIPE INSTAUATION THE:REIN. THIS PLAN l/UST 8! PRE:PARED FOR M.L 111ENCHE:S FIVE FE:E:T (5') OR MORE IN DEP'IH AND PPRO'IE:D IIY THE CITY CNGINEE:R ,i,ND /OR CONCERNED AGENCY PRIOR ro XCAVAT/ra ¥r:1Mfr v®ls FffZ-1-!fJtP&gG im STANQl,RQS £STA.EV tsHfQ 9 nN~C te. If AHY Al!'Ctl,W.QGICAL 11£~ ~ ~~•W, ~lll2RK ~ DURING CONS111UCTION~ TI=~Se Jn 7 Y AND TH PERMITTrr WILL NOTIFY 7HE CITY ENGINEER. OPERATIONS IIILL NOT RfSTART UNTIL TH£ PfJfl.llTTEE HAS RECEIVED WRITTfN AUTHORITY FROI.I TH[ CITY ENGINITR TO DO SO. 17. ALL OPERATIONS CONOUCTFO ON TH£ SITE OR AOJAClNT !'HERETO, INCLUDING WARMING UP, REPAIR, ARl!IVAL, DEJ>ARMC OR OPUIA TION OF 171UCKS, EARTHMOVING EQUIPMENT. CONS111UCTION EQUIPMF:NT AND ANY OTHF:R ASSOCJA TEO GRADING E:QUIPMENT SHALL BE: LIMITED TO THE PERIOD BETWCEN 7: 00 A.I.I. AND SUNSET EA~ DAY, MONDAY THRU FRIDAY AND HO EARTHMOVING OR GRADING OPERATIONS SHAU BE: CONDUCTfD ON 'llf:EXfflDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE: AT THE: E:NGINE:ERING DE:PAR7MENT COUNTfR.) '"· ~ Will rJL H 5vir'itk>\ffi18G8l,.W:~111ric&J&G 111 ~~Wz f&,.TJtAfil/fJ!tt~Jf,t'Y°lilf!ri{fld{s ffS:'Wr °'A' GRADING OPERATION. tt. HO BLASTING SHALL 8E: COIMltNaO *1HOUT A CITY £NGIH£E:R A/IPR0\£0 BLASTING PROGRAM. 20. 7HE CXISTfNCE ANO LOCA l!OH OF UTILITY S1'WC1Ult£S ANll FACJLIMS SHOWN ON THE CONSTRUCT/(/H PLANS 11£11£ OBTAINED SY A SEARCH OF THF: AVAILABLE RECORDS. A TTE:NTION IS CALLED TO 111£ POSSIBLE: EXIStfNC! OF OTHE:R UTILITY FACILITIES OR S?RUCTURES NOT SHOWN OR IN A LOCATION DIITTRENT FROM THAT SHOWN ON 1'HC PLANS. 1HE CCIN111ACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY I.IF:ASURES TO PROTECT 7HE UTILITIES SHOWN ON THE PLANS AND ANY OTHE:R EXISTING FACILITlfS OR S111UCTURES NOT SHOWN. :ti. THC CONTRACTOR SHALL 't£TllF'Y 7HE LOCATION OF AU CXISTIHG F'ACILITIES ( ABOVEGROUND AND UNDE:RGROUNO ) WITHIN THC PROJF:CT SITE SUFTICIENn. Y AHEAD OF THE CONS111UCTION TO PERMIT THE REVISIONS OF 7HE CONS111UCTION PLANS Ir IT IS FOUND THAT 7HE: ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PR0/10$£:D 'NORK. 22. THE: fONTl'IACTC/1'1 SHALL N011F'Y AmCT!D U11LITY COMPANlfS (SEE 8£LOW) ~ T LEAS TWO FULL MORK/NG DA Y'S PRIOR TO STARllNG CONSTRUCtfON flE:.AR THF:IR FACIL/TIE:S AND SHALL COORDINATf 'NORK WITH A COMPANY RE:PRESENTATIVE. UNDERGROUND SERVICE ALERT (tro0)422-41JJ SDG&E: (800)660-7343 SBC ADELPHIA CAlll.C CCMII.JHICA TIOHS COX COMl/UNtCA TIONS CITY OF CARLSBAD(STR!ETS ANO STOl!M DRAIN) "clTY OF C,i,RLS8AD(SE:WE:R, WATER .t RE:CLAIME:D ll'A !E:R) "SAN DIEGUI TO WA 7tR D/S11IICT "LEUCADIA WASTfWA TER DIS1111CT "VALLEC/TOS WATER DIS111ICT "OLIVCNHA/N MUNICIPAL WATER OISTRtCT *BUENA SAN/TA TION OIS171/CT f7em4JB-7741 76 806-9809 760 43+-2980 (760)438-2722 ~ 76~6.33-2650 760 753-0155 76 ~744-0460 [760)753-6468 760)726-1340 • SEWER WATER IMPROVEMENT AND P.ALOMAR PLAN Sl!D NOTIS 1. SEWl!'R MAIN AND A~TFJ4ANC£$ SHALL 9£' CONS1RUCTE!l IN ACCORDANCE'. ilf7)i/ THE: "CARLSBAD MUNICIPAL WA TfR 01s111,crs SE11£R SYSTE:M -DE.SIGN CRITERf,i,, STANDARD DRAVtfNG AND SPECIF/CATIONS", AND THE STANDARD SPE:CIFICATIONS, MARCH 199.J, AND 7HE: STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS111UCTION, LA TEST ED/llON (GREEN BOOK). 2. 7HE CON111ACTOR SHAU OBTAIN AN f:XCAVA TION P!RMIT FROM 1HE: DlvfSION OF INDUS11IIAL SAFETY 8EFORF: ANY EXCAVATION AND SHALL ADHERF: TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFE:TY ORDERS. J. BEFORE ANY CONNECTION TO THE DIS111ICT'S CXISTING SYST!M, A P!RMI T SHALL BE OBTAINED F'ROM 7HF: DIS111/CT. IT MUST BE: SIGNED AND APPROVED BY THE DIS111ICT'S f:NGINE:ER AND SUPERINTENDE:NT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WA'/; A CITY flliGHT OF WAY PE:RMIT SHALL 8! RE:QUIRE:D. 5. Tl-IE CON111ACTOR SHALL NOTIFY 1Ht arr OF CARLSBAD CNGlf4E1JIING INSPfCTION 48 HOURS /IRIOR TO 1HE BEGINNING OF CONS111UCT/ON. (Tft.EPHONE: NO. {619] 438-3891) !'ATER N'QTiffl 1. WATER MAIN AND APPURl!NANCts SHALL 8E CONSTRUCTED IN ACCORDANCE 111TH THE: "CARLSBAD MUNICIPAL WATER D/S111ICT'S PROCEDURAL GUIDE -GENERAL DESIGN REQUIRf:MENTS AND STANDARDS AND SPECIF/CATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILIT/E:S, DA TfD OCTOBER 1993, OR 7HE: LA TfST l!E:VISION. 2. THE: CON111ACTOR SHALL OBTAIN AN tXCAVA170H PERMIT n'«JN THE: 01\/ISICM OF INDU51111AL SAFETY BEFORE ANY E:XCAVA TION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA T/ON AND SHALL ADHfRE TO ALL PROVISIONS OF THF: STA TE CONS111UCTION SAFETY ORDERS. 3. 8EF'OR! ANY CONNE:C110N OR SHUT DOM OF' VALVCS ON f:XIS11NG C.HI.W.D. LINES. A PERMIT SHALL BE OBTAIN!D FROM TH£ C.M. W.D. omCE AND MUST 8[ SIGNED AND APPR0\£0 BY DIS7RICT ENGINEER AND DIS111/CT SUPE:RtN111NDENT. <I. A PR£CONS7RUCTION CONF'ERE:NC! IIEE:TING SHALL 8£ /11£:LD A I.IINII.IUM OF 7 DAYS BEFORE: CONSTRUCTION 8EGINS. TH[ CONTRACTOR SHALL NOTIFY THC CITY OF CARLSBAD CNGINffRING INSPF:CTION 48 HOURS PRIOR TO BEGINNING OF CONS111UCTION (TELEPHONE N0.[619] 438-3891) FOR SCHEDULING. 5. NO mrrs OR S'TIWCTURCS SHALL 8£ ALLOWED IN 1HE WATER LINE CAmtf'NT, ALL EXISTING 111£ES ANO S111UCTURES SHALL er REMOVED PRIOR TO CCJl,lt,/ENCEMfflT OF WORK -ANY EXCEPTIONS SHALL Rf:QUIRE l'.RITTEN PE:RMISSION FROM THE DISTRICT CNGINEE:R. 6. THE tXACT HORIZONTAl AHO VERTICAL ALIGN/ENT AND TYPE: OF' MA l!RIALS OF TH£ FIRE LJNE LOCA TfD Bf:TVIEEN THC DETfCTOR CHE:CK VAL VE AND BUILDING SHALL BE DETERl,/IN[D er THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RF:CLA/MED WA TE:R IIIAINS ANO APPURTfNAHCtS SH,1,LL Bf: CONS?RUCTE:D IN ACCORDANCE 'MTH THC "CARLSBAD RE:CLAMA T/ON RULES AND REGULATIONS FOR THE CONS111UC110N OF F!fCLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DIS11IICT", OCTOBE:R 1993 OR AS AMCNDED. 8. ALL BURIED COP/1£1'1 PIPING AND APPURTENANCF:S SHALL BE l'ROl'FCTE:D SY MF:ANS OF CATHODIC PROTE:CTION. IF' DEVELOPER/OWl'JER CQNDUCTS A SOILS TEST REPORT AND DCI.IONS7RA TfS 7HA T PROTECTION CAN Bf PERFORMf:D IN ANOTHER MANNE:R, THE DIS111/CT ENGINEE:R IIILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 9. ALL POTABLE WATER SEFIVICf:S SHALL 8E 1• ANO AU. POTABLF: WA1E'R Mf:TERS SHALL Bf 5/!I' {UNLESS OTHE:RWISE NOTE:D ON PLANS) 10. ALL WATER Mf'TFR BOXES SHALL BE ARIIORCAST. 11. MINIMUM SPACING 8£:TWEE:N POTABl.f WATER LA TfRALS AND SEWE'R SE'RVIC£S SHAU Bf 5 FEF:T. 12. 7HE TOP OF WA 1£'/11 llf:TF:R soxrs SHALL 8£ FLUSH 111TH 1H£ FINISHF:D SURFACE GRAD[. "DECLARATION or DSPONSIBLI CIWtGE" I HF:REBY DE:CLARE: 7HA T I AM 7Hf ENGINEER OF ltORK FOR THIS PF!O.£CT, THAT I HA VC F:XERC/SED R!SPONSISLE CHARGE OVER 7HE DE:SIGN OF TH£ PROJECT AS DEFINED IN sECT/ON 670J OF THE 8USINESS AND PROFESSIONS CODE:, AND THAT THE DE:S/GN IS fi(JNSISTE:HT Wl'IH CURRENT STANDARDS. / ______,,, I UNDf:RSTAND THAT THI! CHE:CK OF PROJF:CT DRAWINGS AND SPECIF7CATIONS 8Y TH£ _,---CITY OF CARLSBAD OOf'S NOT Rfl.lE:VE /If, AS ENGINEER OF WORK, OF MY RE:SPONS/8/LITIES FOR PROJECT OCSIGN. FIRM: _...,CQN""""S...,ffl(J,.,,.,Cw11<IN""'--"1F .. Sw711Y11,.,._.,.,t'-'Elf(INfflllNG""'"!.!ld,="----- ADDRfSS: --~2"~1~"-"'Vl~NC~Y.~~R~D~A~l,£=-1 ~SU~ITEc:...,G:...-___ _ CITY, STA IE:: f:SCONDIDO, CA 12029 m~.'.,! #2l}4955 RODNEY D. BALLARD R.C.E. NO.: -~4.JJ,1=.'5,.._ ________ _ REGIS7RA 110N EXP/RATION DA 1£: 06-J0-06 SOURCE OF TOPQGftAPHt TOPOGRAPHY SHOMI ON THESE PLAHS WAS GCNERATED SY SURVEY METHODS FROM INFORMATION GA THER!D ON AUGUST 9, 200J BY PROJECT DE:SIGN CONSULTANTS. TOPOGRAPHY SHOi.H HEREON CONF'Offl.lS 10 NA 7100AI. IIIAP ACCURACY STANDARDS. PROJECT LOCATION AIRPORT CENTER NDTE 1 CITY or OCEANSIDE 7a PACIFlC OCEAN CITY or ENCINITAS , VICINITY NfJJf MAP roR GRADING IJ!THIN THIS AREA SEE D\t'G ,ue-CJA NOT ff) SCALE ~"3 SITE Cl1Y OF SAN MARCOS ,------ I I I I I I = KEY MAP v "~ "":" 1111~11 ·r-~"'l.. : J i~t\\\\\\\\\\\\11 ~Jl' ~ ' C , , ✓-, , ., . ,,, ·:: ,:'.-·· , , , , , , .,., . ,, CARLSBAD MUNICIPAL WATER DISTRICT a <. 8 ,.•,'>1;. · ,c, ROBERT J. K 1~&,t-1 0 1E won: TO BE J>ONll THE GRADING WORK SHALL CONSIST OF THC CONST/IIUCTION OF .I/LL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE: FACILITICS, f:ROS/ON CONTROL FACILITIF:S, AND PLANTING OF PERMANF:NT LANDSCAPING AND PREPARATION OF AS-8UILT GRADING PLANS. AS-8UIL T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR RF:QUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS. REQUIREMf:NTS, RESOLU110N5 AND ORDINANCES CITED ON THESF: PLANS. THE: GRADING 111'.lRK SHALL BE PF:RFORM!D IN ACCORDAHC! ltl1H TH£ Fa.LOIIIMI DOCUMENTS, CURRENT AT THE Tit.IE OF CONS7RUC110N, AS DIRECTED BY THE: CITY ENGINEER. 1. CARLSBAD IIVHICIPAL CODE' CITY OF CARI.SBAD STANDARDS THIS srr OF PLANS :t. J. 4. IIE'SOLU7!0N NO. NIA NIA 5. THE STANOAFID SPECIF7CA TIONS roR PI.ISUC IIOffi\'~ CONSmtlC110H (ORE!:N BOOK). 6. SOILS FIEl'Ol!T AND lt£COAll.l!NDA TIONS BY U/IIS CORPORA 7ION DA 1!D APIII!. Tf, 200:t 7. TH£ SAN Dl£GO REGIONAL STANDARD DIIAWINGS AND AS 1./AY 8£ IIOOIFl£D SY THE CITY OF CARLSBAD STANDARDS. a. £NVIFIONMENTAL APPROVAL DOCUl.l!N'IS DA TED DESCRIPTION EXIST. CONTOUR FINISH SURFACE ELEVATION OAAOE l!IREAK LEASE LINE BOUNDARY F"LOYlll'NE ELEVATION , EXSITIN<l EASEMENT PROPOSED EASEMENT WA'TER (SIZE SHOWN ON PLANS) s· P.v.c. F'IRE SERVICE WATER METER BACKFLOW PREVENTER-FIRE PROPOSED FIRE HYDRANT LEGEND DWG.NO. 11-IRUST l!ILOCK~ CMWO W15 WATER VALVE CMWO W11S SEWER (SIZE SHOWN ON PLANS) PRIVATE SEWER MANHOLE SDRSD S-2 SE'M::R MAIN CLEANOUT CMWO SIS RETAINING WALL C--1- PROTECTION POST CMWO W24 SANO Otl INTERCEP1'0R (.ENSON 15,000 GALLON) SYMBOL /¾JL: .320 Q ES GB ------ 320.0 FL r ...... , ........ , ... . ............ ···•····-···· --w-- ....,...._ F' -- T • I D«:J A ® --s-- 0 qUANTITY 3,200 LF 108 LF 5 EA 3 EA 5. EA II EA 13 EA 52:5 Lf' 3 EA :5 EA 240 LF 29 EA 1 EA TRENCM OR AtN Oi I I I ti I ii I !Ht ti ttt/11 rl I GRAVEL BAGS SILT FENCE 1• MANUAL AIR RELEASE ASSEMBLY 2" BLOW-Ol"F' MANUAL AIR RELEASE CITY OF CARLSBAD FIRE DEPARTMENT RECMl!EMENTS NO. IS F.H.(S)~ !H!' $.P.M. OUT IS ..l...,F'.H.(S). l~ •--"~--~ ... ~•· ft+'i M AL ATE' 'AS see LF 1,/!!80 LF 2 EA 1 £A BUILT' a~ ·-'i' '111/01, P.E. ''°'.(IJ EXP. v~lti ~TC REVIEIJED BY• ,/4.,,/ ..t:, THIS PROJECT ADDRESS IS 2100 It 2150 PAI.DA/AR ~T ROAD CARLSBAD, CALIFORNIA DEPUTY CITY ENGIHEIR R.C.E. 33"1 EXP. O!I-JO--Oll ~ DATE THIS PRO.ECT IS LOCATED WTHIH ASSE'SSORS PAI/Cf!. NUl/BER: 780-221-03 THE CALIFORNIA COOROINA T! INDCX OF THIS /IROJECT IS: JSO N 1683 E & llfGINllllfRl, IIC, DNCII II.AU DESCRIPTION, ~r· ~t~l''I LOCATION: uo•:c'E,PALQNAR AIRPORT RUNWAY RrcoRoEo: c.I.LmANs c~l/¼ srA "HPGN 11-JtN:Wl ft DA/I ELEVATION: J09.19 __ D_11,<· I.I._,_. DA _ CoNSTRUCTtON TESTING "' ENGINJ!:DING, INC GIOTBCIOOCAL AND COIISTRUCTION llh;ltliBkirh, TIST!IIG AIII> INSPBC'l'fON N14 111111'AID 1'1111111. 1111 Q WWW .ll -(tltl 7't - JOB NO. 1 . A~ t,(.J/t..t 7.{l/or. Jf'~ "' /UV. seA'e~ ..e ~H(JNN SJ/~ u ~ 7 DAl[ INl1IAL DAll INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL I 911ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT IMPROVElllfflT PLANS FOR: PALO MAR AIRPORT CENTER HANGER REMODEL APPROVED LLOYD B. HUBB:l~ or . ~ . .&-~1r· · · "ITY l'Nr:I prJI~ •., /'111~ ri'A,... IDWN BY: ii PROJECT NO. DA'lli'. INlllAL DRAVl1NG NO. aTY M"PROVAL CHKD BY: CUP172 4111-t RVWO BY: ... ~t~ i~ rl f I 1 __..,, X 2. 7 J > X 1 ·, I I I 315.6 GRAPHIC SCALE 40 I - ---r 20 40 ' 1 IO : 1 Inch • 40 ft. 160 I WATER NPRO I& -·"" PLAN BENCH JIIARK pg~;~~~0N2612, ~!f-:= tfHmr?eALQIIAR AIRPORT RUNWAY lff:cORoro, @l'lf11Ns c6Nffi0i. STA. "HP@ 11-K,fiH_PlOO! ELEVATION: 309.19 Q _;__,~ A I.I CoNs1aucnoN T1:STJNa • ENGIN'DIUNG, INC G!OTICl!NlCAL AND CONSTRUCnON E1111JNDIIING TESTING AND INSl'ICl'ION 1414 'll!llf.dl mNIII, 1111 I ,._ Cl -(tit) 7411-ffl6 CTE JOB NO. !C>-41 X HANGAR WALL~ ' I i------10.35' _____ ..,.. ___ 12' ---- 1• PVC WATER LINE 3" PVC WATER LINE DETAIL A NTS I ,. lltPBO I 1• RPBO I I I 11· PVC WATER MAIN 1.5' 1 .5' 1.5' ,------eOLLAROS i-------10.35' ----+--f PROPOSED ~RE HYDRANT ASSE:MBLY PER CMWO DWG. W12 W/ 4' X4' CONCRETE PAD PE SDRSD W-11 1--2' ~---WATER MAIN I I LEASE LINE 3' --i---4' ---i--3' _ _, DETAIL B NTS II AS BIUIL T 11 ~ <,/ 1/ D 4. P.E. I~'-'' EXP. r,,/!J()/t,c, DATE 1---4----1-----------------,1----+--ll----t---l IMPROVEMENT PLANS J'OR: DA DA'IE INl11At. ENGINl!EII OF ~ REVISION DESCRIPTION O'lHER M'f'f«NAI. DA'IE INl11At. CIT'/ APPROVAL RVWO BY. PALO MAR AIRPORT CENTER HANGER REMODEL PROJECT NO. CUP172 -~ . '1 I ,.. I "" CL f i !\I M J, in ~ 8 (\J " M " !\I .... ca .g ~ I I: .... co M -'° I 0 -/ .. t ., > 0 ~ i!I > ,::i / u a:, M -'° c!, -/ g (\J Ill .. u -', C ... CL ,, C " ...J / " / 0) -' ... ., ., C ·a, C ., / / .. ·----·-.. --·-· . ··-. -. --' .. ----+-------4----' -+-----4--- -_----: .. :.·: -·-··' -_, . -• .. ·--··--· -·· ' ----· ... ' ---+-. -··· -----·-~-· ·+-- ~. ----·---·-· --·-------+ 1------····- ' ---1--· -+--. " I. - . -1---- -... -- '. 1 ... - \ ,__,.._. - I .,. _;· --+------· -···-··- ----.. -- :_j ., :. ____ L_ -. - - -·-· - --., ... ---1--·· -f. -· -+- . l .. - ' ·-·r- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 6 I ., ... -- --1 ··- - - --- - -. - - -. ---- f ---- -,. -----+-- 9+00 -_-_ · .. -·-- . --··- --· - ·--·- ----. : __ L ··- - ----i - -, f,., ---, . -. -L. .. -. _·: .... -------1-- ' - " - -1--·-.. - 10+00 11+00 12+00 PROPOSED ~ATER TABLE 1 LINE BEARING LENGTH REMARKS I .. I -+--~~, o:,.,,.,,, Ill=-,'' 4 :,,7~"w::,.-+---,3:,,l-=3~.0==-6-+:8~•..:p""v:.;c~c,..-.;,15,:,0:.....-------... N79'41'13'E 84.88 8' PVC C-150 N10'18'47'\,I 193,82 8' PVC C-150 141 N79'41'13'E 371.62 8' PVC C-150 N10'18'47'\,I 28,87 8' PVC C-150 N79'41'13'E 285.25 8' PVC C-150 NIO'l8'47'\,I 64.72 8' PVC C-150 N79'41'13'E 52,12 8' PVC C-150 ~~--"'-'=---NIO'l8'47'\,I 513.71 8' PVC C-150 N31'13'49'\,I 8.85 8' PVC C-150 PRESSURE ZONE 550 GRAPHIC SCALE 20 ..., 1~1 i 1 Inell • 40 ft, "AS BUILT" CoNSl.l\'OCTION T:a:mNa • ENoINmINo. me GIOTICJIIOCAL AIID COPlffltUCffllN 11:1111,INiildm, nSIINli AND INSPIICTION 6L../(. CnJ..v( f.-I ~ D '- DA'l'E NH l'llll!'Alt iWNUI, 1111 G lllwilllDO ll.l ,._ (tit) 74' 191111 ... /. . ~~-·-,.....,...,_, ____ ,.,-,:...,_~----~ ·- 5 ' ~ 1 / G at I / ' ~' :;; 'l ' i " --·+- ---1 ---+-·- ,. - -- ---·. ,,, ·---- --.. , ...... . ... . • -f·-•· ---+ -.. ,., ..... ' ll " ----+- ------l- ---... -,···- Asphalt ~ ----i-·--- 16+00 ' . ., .... . - r -· ·-··- ---. ----··· 17+00 -··· - - - ---- J ...• \ ----_, - -.. --I-- . --- --- - ----·----1-··-- - ·---j ··t···· -1-·-· - ' -... ' '. ' 18+00 .j.. 1. ·--·+·-------l- - -~: ''-l' ~ ----I-·-·-- --·-----I-• - ·····" H -----1··· -.. --- ----. ' - ---···-- 19+00 20+00 GRAPHIC SCALE 20 40 ao i I i 1 Inch • 40 ft ' . -·- - - -... .... '··-. ·--. i··. . .. -- -·-----·····- ----"-... --- ---······--. ' . . - - - - i----· ·--t- ...... ----1----- ...... -; .... _, ... ------··- '' PROPOSED ~ATER TABLE 1 LINE BEARING LENGTH REMARKS • ,_1-,111:.:,1:-::10,.,·1-='R'':.;4~7•:,,:,"'=,-1-...,3~1~3,~06,,_-+!,..,.•...:p:,:v~c~c'---=:15,.;o---------~ .-11179•41'13'E B4,BB • PVC C-150 11110•18'47'1,{ 193,B2 B' PVC C-150 11179•41'13'E 285,25 8' PVC C-150 11110'18'47'1,{ 64.72 8' PVC C-150 11179'41'13'E 52,12 8' PVC C-150 -+-;;111""1oc-:·1,.;0,;-, 4-f:7~._,,;....+-,_.,s,:;13;.:;, 7:".',-+a;,o,•,--":p,:.,v-=-c•c;;.-_-;c,;,.,50;----~-----1 11131'13'49'1,{ 8,85 8' PVC C-150 PRESSURE ZONE 550 Q_ X ~ ,:J;, .... """ Cl • 1:1 .... 0 I 1 ,// --.. - -·_:_ -- -' ---- i --. T' ----... ~ ----··'le L - ------_- ' ------,- . _,_ __ _ - ___ ._,_ - - -"" ... ----"' . -... --,- 0+00 1+00 2+00 3+00 I. -. - ----- ' -f--- -+----., ,-. -----.. - ' -- ---.... . " ' - -!---I. r 4+00 - ---- ----+-. -- L ' f ---- I---- ----. ----- -I---- --,I,,, - . ---+---- - - - -'. ----- --- ' - GRAPHIC SCALE 1 lndh • 40 ft. CoN9TRUCTION Tl!:stJNw ,c ENGINEERING, INC CIOTICBNICAL A11D CONSTRUCTION INGINIDIIIC t..Siim, A1lll INSPECTION NU fflmilll Aff!IUI, STI G at1lNDIIO CA -($It) T'8-<ltlt141 CTE JOB NO. ,e-e1 :,ec ·-· --- I -r· -- --. ' -- - --t--- ' . --- ... ----- ' ------- --L ::· ----. - ----- -.. - - ----- ' - - - ... --- "'' .. --- I ' --------- ---- -. ' 1---- PROPOSED ~ATER TABLE 2 LINE BEARING LENGTH REMARKS Ill N79'41'13"E li:'.I IJ1018'47"W 24,0 332,:S':I PRESSURE ZONE S50 6' PVC Cl-150 6' PVC Cl-150 - CT !:)<C F CAR...,~,-.F'IRE O....,~, NT ~IUIRE ~Cl' F • )-.....,,.,,,~ G.P. . T _ ,;--F.H.(S • II AS BUILT" (3.,{Cd-v( P.E. 4~!14!) EXP. ~{~/O{, ~----::--~-------, _/'-.. / MA '-......,,' ~ 'A~ ~/4...(.,, ROBERT J.~ r:;;? DA~ _ ~ / "-._ 1NSP?m~ DATE DEPUTY ~--,e 1tc.r. ~ ~ CITY OF CARISBAD ~ Ll_j ENGINEERING DEPARlMENT LLJ c:::j:::j::::::::::::::::::::::::~====~===~===f===1 lMPROVEMENT PLANS J'OR: PALO MAR AIRPORT CENTER !===t==:i================t==t:=t=::±:::3·~===~HF.ARNG~E~R~R~E=MO=D=E=L ---, 11-i:===~~==~t::::::::::::::::::::::::~t===+===l====F===1 APPROVED LLOYD B. HUBBS 4/' u ~ .. I-.JIii .. -~ JI • .-,L ,r,i/~7 "ITY ENGIN~R p.o,3689 EXP~"12/31~ DATE 1---t;;;~:2/l\t:::::::::::::::::::::: -====t~~;=t~fil~jJ~i:tiffii3 UWN en: ~ I PROJECT NO. I DRA\\1NG NO. DAT 11111'AL DATE INl1'AL DATE INl1'AL CHKD BY: CUP172 4111-1 REV,SION DE'.SCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF W0AI( +------'' ' ~l';:"ij I =ii / f j l ., )( 4.. 7 J75 )( . r1 7 • SEWER IMPROVEMENT PLAN " ' ,_) -/ '< I // 318.4 NOTE: 1. SEE SHEET '1 F'OR SEW£A PROF'lLE 2. SEE SHEETS 3, 4, AND 5 FOR WA mt l"ROFlLES GRAPHIC ·SCALE i "° I > 110 , 1 Inch • 40 ft. PROPOSED SEWER TABLE 1 6 IO'!!e' !13"!: s so·•1·i N REMARKS !IIO I HAS BUILT' (JJ. 6t);1._ . ,-r-o '- R~?:'JED BY, l/4Ltli14 ,l.1-vk( INSPECTOR' DATE B!NCB KARI 1--1---1------------+---...,._-+---1,__~~llc1tIGINgf~~1E~~ADIILJ I& INGINUliNG, DIC. CTE JOB NO. D~CRIPTION: . 1. 1/1~AW'9 ~" LOCATION: ZfQ' + .: 1H E PALQN.AR AliiP@T ;@WAY RECORD!O: CAL1RANS @TROL STA. "HPGN 11-:ftS!~MI !LEVATION: J00.19 D _ _;_ ·-_A M Co:NSTRuCTioN T1ts·11N~ a. EN'GINEl:RING, INC GEOTECHNIC.il AND CONSTRUCTION ElmiNliRlm, TESTING AND JNSPICTION Nl4 ft!IIY.11111 ·-· IITI C --CA .... (tit) m~fflll 81311C 1$ I 01, JI' DAlE INITIAL -ENGINEER OF W0RK ,. -·-·-·"·---t···· '' --·•· -·--' .. -.. ,, .... ' ·-----·-"··•··••· ·" -Ti·fr- DAlE INITIAL REVISION DESCRIPTION 0'1HER APPROVAL ---,--·- 0AlE INITIAL CITY N'F'ROVM. IMPROVEMENT PLANS FOR: PALO MAR AIRPORT CENTER HANGER REMODEL ... (,'J CL I f ~ M 9. ..,. 8 (\J ...... (") ...... (\J - Ct l I I .... ~ -. ../1 I 0 -/ +' C: t .. > 0 t / '-' ::, A / ~--"' I 0 ... / g ~ Ill +' V _, 0 d: l ..J / .. / .r L .. ·t / / I' . ::.-i::---j. --. - .I _-. ---.. ,,... -_ '_'_ · ___ _ .. · .i .. cc. ---- - ---- ' L . .' ----·:iiiif . _ _:_ II .---------' -~ ·----~:::- . . . ... -- ' . ··i 0+00 1+00 2+00 t, j('"' \ ' ' . ·, !i ·I, • ·I'• I.: ~ ,,,: ' - - - - -. + -. . ... ---... .. --. " --I'""'. -I-- 3+00 4+00 I I, ... -- I . ----f - - i·-- ' 5+00 1:::...:.-..::::-.::u:. ---m·· , J J : .:1 .:.:. ·1 _,:·-~-- +·. <------ 6+00 - --I_-_ ---~ ----.: _, . ____ I __ -----"' ... ---- --.. L. ., . . --- --.. ----- ------ -+ ' ' J__ --.•• ---, --- ----. - - ------. _(__ -t------+-- ---. . . ' -------' ---+-I -• I · • - -_ _, __ ----. -.. ' -------- PROPOSED SEWER TABLE 1 LINE 111 121 I ::I I N1'fr t'f '!II ·e , I(}' j'IJ . .,, .. i: ' " B' PVC ' 0"' IJ'\J'I IJ,fJ1' CuNSIRuCTION T.st,NG as ENoINDR!NG, me CIIOTICRNIC.\L All1l CONfflUCTIOK IIIGJNBiltlN,i Tl:SfiNG AND l11SPEC1'10N REMARKS ,' RC[ __ _ ---- - EXP,----DATE j (\J g ... a • -0 r-- 0 I ~ co ('} I :jj I 0 .-, /' +' C: ~ QI > 0 } L'.J )I A /' u (X) ('} .-, '° I C) .... /' Ill 0 0 N UI +' u -~ 0 '-0.