HomeMy WebLinkAboutPIP 96-01; CARLSBAD AIRPORT CENTRE PARCEL 1 - EDISON PL; Site Planj
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site plan keynotes
(!) t,• THICK MINIMIJM, REINFORC-ED CONCRETE iRJ.JCA< APRON, W 113 o 16'
O.C...E.Y'L 3500 PSI W.. CONSTFWCTION AND/OR EXPANSION JOINTS A
MAXIMUM OF I6'---0" O.C... EXPANSION ..JOINTS TO BE A MIN. OF
l-1/2" DEeP .AND A MAXIMUM ULTIMATE Y'IJDTH OF 1/4". VERIFY
!-I/TH SOILS EN61NEER. PROVIDE HEAVY BROOM F/N/51--1. ALL .JOINTS TO BE
C,/....EANED AN FILLED W ASPHAL ne, C..AULJ<IN6.
@ ASPHALT CONCRETE (AC.) PAV/Ne, SEE 50/LS REPORT FOR SECTION
~/~. 5EE •e,• ~/NGS FOR. LOCATION.
@ 4" THICK CONCRETE Y'IALKriAY' W TOOLEO .JOINTS o 4' O.C. W
6" TRO!-IELED SOROER, LI6HT £!ROOM FIN/51-1 FJELO
OR.IV'Bl'/AY APRONS TO BE CONSTFWCTEO PER C,Ol)NTY STANDARDS, SEE CIVIL
ORA!-1/NSS. PROV/OE J,,IA5HEO CONCRETE W LIGHT BROOM l"JN. AT ALL
OR.JVE LOCATIONS. PROV/OE VERTICAL & HOR.IZONTAL EXPANSION .JOINTS AT A
MAXIMUM OF 15' O.C. 5F'ACIN6.
S'-b'X5'-6"X4" THICK CONCRETE EXTERIOR. LANDING PAD TY'P. AT ALL EXTERIOR
MAN OOOR5 TO LAN05CAF'ED AREAS. FJN/51--1 TO BE MEOII.JM I;3ROOM FJN/51-1
PR.OVJOE HALK TO PUBLIC /l'IAY OR. OR.JVE /l'IAY' A5 REQ. SY' CITY
/NSl"ECTOR.
@ CONCRETE TILT-UP RETAIN/No HALL
(J) TRA5H ENCJ..O&i,JRE PER. CITY' OF CARLSSAO OETAIL #65-16, SEE AL50 I2/AO.I
@ TABLE ANO CHAIRS FOR EMPLO"r'S; EAT/No AREA -PROVIDED BY 0/,'INER
® BENCH -PROV/DEV BY' OY'INER
@) CONCRETI;: 5Y'IALE ALSO SEE "C" ~-
{]) DRAIN TO CUR!3AL50 SEE "C," DRNSS.
@ EXTcR.JOR PARJ<IN6 LJ<;;HT POLE. SEE "E" DRAY'IJNGS AND OETAIL
PROVIDE oi.JARVPOSTS AT EACH LOCATION PER. DETAIL "1/AD.!3
@ LANOSCAF'E. SEE "L" DY'/QS. LANDSCAPE AREAS INDIC..AT'ED BY' DOT PATT'ERN
@ HANDICAP AC,C,ESSJBiLITY S/<SN -SEE 7/AO.i
@ HANDICAP AC,C,f;;;,SJBILITY ENTRY' Sl(;;N -SEE "I/AD.I
@ HANO/CAP /N5I6NIA -SEE 8AD.l I-II/AD.I
@ APPROXIMATE LOCATION OF TRANSFORMER. C,ON"T'Fi(ACTOR TO Vl=RIFY !-I/TH
UTILITY COMPANY. PROV/OE LANDSCAPE SC..REENIN6 AROUND
SEE "E" OR.AY'I/N6S FOR SIZE ANO LOCATION.
site plan general notes
I. THE SOILS REPORT PREPARED BY' CON57RVCTION TI;STIN6 I-EN6INEERIN6 INC.
IS TO BE A PART OF THESE CONTR.ACT OOQJMENTS. REPORT # IO/Sb1
DATEO, .JANUARY 22, /"1"16.
2. NOT USEO.
3. ALL D/Mf:NSIONS ARE TO THE FACE OF CONCRETE ~ FACE OF
CONCRETE CURJ3 OR GR.ID LINE U.N.O.
4. SEE "C" PLANS FOR ALL CONC.R.ETE oJRBS, euTTER5 ANO SY'IALES.
DETAILS ON SHEET AD.I AFeE MINIMUM $TANOARDS.
5. THE ENTIRE PRO.JECT SHALL BE PER.MANENTL Y MAINTAINED
1-1/TI--I AN AUTOMATIC IRR/6ATION SYSTEM.
F'R.IOR. TO INSTALLATION 4 AT I FAST 60 DAYS AFTt:=R BLDe. COMPLETION.
b. SEE "C," DRAJ,,JNSS FOR POINT OF CONNECTIONS TO OFF-SITE UTILITIES.
CONTRACTOR. $HALL VERIFY ACTUAL UTILITY LOCATIONS.
1. PROVIDE POSITIVE ORAINA6E AJ,,/AY FROM BL.Oe,. $EE "C" DRAY'IIN65 .
t>. CONTRACTOR. TO REFER TO "C' DAAJ-IIN<S/5 FOR ALL HORIZONTAL CONTROL
D/1-fENS/ONS. $/TE PLAN$ ARE FOR. eLJIDANCE AND START/NS LAYOUT POINTS.
<I. SEE "C"DRA/l'I/N6S FOR. FIN/$1--1 6RADE ELEVATIONS.
10. CONCRETE SIDEY'IALKS TO J3E A HIN/MUM OF 4" THICK W TOOLED ..JOINTS AT
4' O.C. EXPANSION/CONSTJiWCTION ..JOINTS 51--/ALL J3E A MAX/HUM 12'
EA. Y'IAY'. EXPANSION .JOINTS TO HAVE COl-1PRES$/VE EXPANSION
FILLER MATERIAL OF 1/4". FIN/51--1 TO BE A MEO/UM BROOM
F/N/51--1 U.N.O.
II. LAND$CAPED AREAS $HALL E>E DELINEATEO HITH A /"IINII-W-1 $IX /NCHE$
{b") H/el--/ CURE3
site/roof legend
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STANOAAO PARK/Ne STALL
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COMPACT PARKINS STALL
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Mr.ARDLE ASSOCIAlES ARQ-1/lECTS INC
69&5eCamin1m11m-0, 11 e,m, ~ 92009
CARLSBAD
AIRPORT
CENTRE
PARCEL 1
APPROVED
THIS IS THE APPROVED TENTAIIVE MAP/SITE
PLAN PER CONDITION NO,--:---.=;,::;._-,,--__ _
LJ •(q_r. _,IJ • 1/ ;, !!~7-"'!6
ENGINHRING EPT-DAT;· cfuSN~43;:!a;.,i
DATE:
MARCH 20, IC/c:fb
FILE NAME:
C: \AIRPORT\A-1.Dr-l6
SCALE:
/" = 20'
REVISIONS:
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