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<br /> <br />~.~.'!I'~,~>-- <br />(j) <br /> <br />G) <br /> <br />o <br />0:::-:- <br />.....J~ <br />.....Jq <br />w~ <br />~~ <br />0.... <br />a. <br /> <br />G) <br /> <br />(j) <br /> <br />~'* <br /> <br />EXPORT <br /> <br />01 SITE PLAN <br />1. r.lINIMUM CURB fW)IIJS ;: J' D., <br />2. All OlWEMSIONS ME TO FACE OF CURB UNLESS ~TEO OTHERWISE. <br />3. REFER TO CEOTECHNIC.6L tMSTIblITION FOR E'ARJ11'M}Ill{ REaUIREt.lENTS. <br />4. REfER fa BOUNllAR'f SURVEY FOR LOCATION AND lENGTH OF PROPERTY LttES. <br />SURVEY tlFDRWlTION O'v(RRIDES INFORMA110N ON ARCHITECT's SITE PLAN. <br /> <br />TRUCK PAVING (785,471 SJ,) <br />JHCl(OOlS <br />COW'RESSIYESTRENGTH <br />RUfORClNG <br />J<llNmC <br />FmH <br />"""" <br />LK STABlUZAllON <br /> <br />5. 'M-IffiCI-WR ACCESSl8RJfY SLOPES: <br />WAlJ(S: <br />IN DIRECTION OF TAA'va: MAX 51 (1:20) <br />CROSS SLOPE: Mr\'( 2X {1:50} <br />lAHllNGS: <br />lIlY ~REC1lON, MAX '" (I,W) <br />ACCfSSIBLE PARKING SPACES AND STRIPED /JREA5: <br />Nff DIRECTION: ~ 2% (1:50) <br />CURB RAMPS: <br />SlOPES: tJM 1:12 <br />FLOOR DRAIN: <br />Sl.1PE TO DRAIN IN Nf( DIRECTION: tMX ~ (1:50) <br />6. PRO\1OC 2-4" ~ SlEE'JES UNDER ..u PAVED AAEAS AND WAlKS FOR LAA05CAPE <br />IRRlGAllON. <br />7. REWIE All CONSlRUCTlON TRASH DEBRIS FROM GRASS 00 lANOSCo6PE AAEAS ~D <br />IHSTIli 4" TOP SOIL. <br /> <br />AUTO PAVING (140,490 S.F.) <br />JHCl(00lS <br />CllI.OI'RESSNE STRENGTH <br />RElHFORCIMG <br />JOIHItlG <br />FlMSH <br />CURING <br /> <br />CURBS <br />DESIGN <br />COMPRESSM: STRENGTH <br />REO<f1lRClMe <br />JO..... <br />fHSll <br />CU<t<J <br /> <br />03 GENERAL SITE NOTES <br /> <br />04 PAVING NOTES <br /> <br />~..~ <br /> <br />DRIVE <br /> <br />61NClifS <br />J.sooPSlAT28~YS <br />#3 BAAS AT IS" Elm WAY <br />Rl'fERTOPIMNG"'" <br />BELT ANlSH EXCEPT sroRID ON RAMPS <br />SPRAYffi ~EWBlWf[ <br />REau~ED (IlC SOl tMSllG.\1lON) <br /> <br />.,"'"'" <br />3.500 PSI AT 28 MYS <br />'J 80tRS AT 15" OCH WAY <br />REfER TO PA\1NG PI.Nf <br />BElT flHlSH EXCEPT SCORED ON RAMPS <br />SPRAYED WEWBRANE <br /> <br />TOPSEf. RE: DRAWINGS <br />3.500 PSI AT 211 DAYS <br />RE: DRAWINGS <br />3/+" IlCAAD AND E.J. IMTERW- AT EACH <br />PAlJING JOINT HiD 25' MAX. <br />UGHT BRODt.! <br />SPRAYED NEWIIW4E <br /> <br />I <br />I <br />I <br />I <br />@I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I~ <br />~ <br />I <br />I <br />I <br />I <br /> <br />(j) <br /> <br /> <br />. ~ <br />~ <br /> <br />PARKING DATA <br /> <br />~ <br />~ <br />w ~ <br />~ ~ <br /> <br />PARKI~ AY.A.IlAIl..E: 622 SPACES <br />/IDA PAAKING; 12 SPACES <br /> <br />TOTAl PARKING AYAllASlE: &J4 SPACES <br /> <br />BUILDING DATA <br /> <br />LO <br />I <br />aJ <br />C!) <br />Z <br />O~ <br />.....Jii: <br />_Uo <br />:::J~ <br />aJ~ C!)lr <br />02 ~2 <br />w~ ~3 <br />cn~ 0 <br />o 0= <br />a. U <br />o ~ <br />c::: 0 <br />a. D.. <br /> <br />TRUE <br />N <br />$ <br /> <br />915,085 SF <br />427,500 SF <br />46.7170 <br /> <br />I- <br />Z <br />UJ <br />::E <br />D.. <br />o <br />.....I <br />~~ <br />Cw <br /> <br />SITE,lREk (21.00 IC) <br />BUllr.NG AREA: <br />B1..OG SITE <XM:RME: <br /> <br />SITE PLAN 01 02 AREA SUMMARY <br /> <br />DRIVFWAYS (ARFA INCLUOFO IN 6' TRUCK PAVING) <br />1l-ICKNESS 7- PER CITY OF HOUSTON STANDARD Off...... <br />COMPRESSlYE STRENGTH 3.500 PSI AT 28 (}\'/'S <br />REINFOID/'o.G PER CITY OF HOUSTON STANDARD DElAl <br />JOINTJJiG PER CITY OF HOUSTON STANDJlRD OHAl <br />FINISH BElT OR t.IEDIUW BROOM FINISH <br />CURING SPRAYED WEWatANE <br /> <br />WALKS (6,420 SJ.) <br />THICKNESS <br />OOMPRESSM STRENGTH <br />REINFORClMJ <br />JOI_ <br />FINISH <br />Cl-"ING <br /> <br />. INCHES <br />J.OOO PSl AT 28 I)!l.YS <br />(FlAT SHEETS) 6 xJrtR 'f618ET~ <br />t.fIIIUM BROOW <br />SPRAYED MEWIlIWi: <br /> <br />Q)--- 6' CONCRETE TRUCK PA~NG <br />CD---- 4' CONCRETE AUTO PAVING <br />Q)-- 4' CONCRETE WAll< <br />CD-- 6' CONCRETE CURB <br />CD-- lNlDSCAPE AREA <br />CD-- SCREENING WAlL (HARDSCAPE) <br /> <br />"=60'-0" <br /> <br />ARCH <br /> <br />05 KEYED NOTES <br /> <br />SP-1 <br />