Loading...
HomeMy WebLinkAboutPIP 96-01; CARLSBAD AIRPORT CENTRE PARCEL 1 - EDISON PL; Site Planj I, . ' ' ' ' I' • • I EX!c:,TIN6 Cl,,R8 I I I I I I EX15TIN6 QJRB--, SEE5HEET A-5 FORS/TE RETAIN/Ne 1MLJ.. EJ..EVATION5 SITE PLAN SCAl.e 1' .. 2lf / 5 / ±-"-ES-tNr. ='-4;:1/4• I I I I l j ..... ------------------ 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 -D [23 C IC D ID .. ~ AAEA AC. PAV/Ne -SEE •c;• ~-FOR 11-IIC.l<NE55 CONCRETE PAV/Ne -$EE 'C.' ~-FOR 71-1/CKNESS STANDARD PARK/N5 $TALL <f' X ft,' STANOAAO PARK/Ne STALL <I' X: 17' W .2' OJ-!. COMPACT PARKINS STALL e,•-t,• X 17' -PRINT "COMPACT" IN e,• 1.£1 ia.5 , CENTER IN STALL COMPACT PARK/Ne STALL l!,'-6" X IS' W :Z' 0.1-1.-PRINT "COMPACT" IN e,• L.ETT1:RS , CENTER IN STALL □ HANO/CAP PARKING STALL, ~ SEE DETAIL I 4' Xe,• NON ~ ~ 1><11 ~~:~~~~ 4' Xe,• VENTED SMOl<la 11&<11 I-IATCH 5K."fL/61-/T SB: -Li,.·-===~·-=rAIL 5/A0.3 SIM. WILDING PAl<APl:=T LIN/; SEE -=r'Ali-//AD.!!! o-0 ll0:J ll0:J , .... o• ~w-- -0- -s- bJ 0 LIGI-IT STANOAAO EXIST/Ne F'l,.el..lC, FIRE l-frDl"ANT PRIVATE FIRE fh"DAANT- AF'PROX/MATE LOCATION CATt;;H BASIN APPROX LOCATION WATER Ll/'E -$EE t;;/VIL 6AS LIN/; -SEE t;;/VIL SEi,,JERL.ATERA,L SEE CCIV/L !50" X 36" ROOF HATCH 5a= -r:>!;TAIL 10/A0.3 /~OR ROOF DRAIN w ~ ~ SEE =r'AIL. /7/AD.!' 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: l:::,. ______ _ l:::,. ______ _ !:::.-~-----!:::. ______ _ !:::. ______ _ A1 . i