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
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I "" CL
f i !\I M J,
in ~
8 (\J
" M
" !\I ....
ca .g
~
I I: .... co M -'° I 0 -/ ..
t .,
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C ...
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/
.. ·----·-.. --·-· . ··-. -. --' .. ----+-------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
---+-·-
,. -
--
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,,,
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. ... . • -f·-•·
---+ -.. ,., .....
'
ll
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----+-
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---...
-,···-
Asphalt
~ ----i-·---
16+00
' . ., .... . -
r
-· ·-··-
---.
----···
17+00
-···
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---
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-
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18+00
.j.. 1. ·--·+·-------l-
-
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--·-----I-• -
·····"
H
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----.
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19+00 20+00
GRAPHIC SCALE
20 40 ao
i I i
1 Inch • 40 ft
' . -·-
- - -...
.... '··-. ·--. i··. . ..
--
-·-----·····-
----"-...
---
---······--.
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......
----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
,//
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-'
----
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L -
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0+00 1+00 2+00 3+00
I.
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,-. -----..
-
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r
4+00
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- - - -'.
-----
---
' -
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· --
--. '
--
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-------
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----. -
-----
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-
-----
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---------
---- -.
'
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
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8 (\J
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l I
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J
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--------
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
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UI
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