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HomeMy WebLinkAbout00073026 copyright © 2002 RELEASE OF THIS APPLICATION DCES NOT CONSTTFUTE A VERIFICATION OF ALL DATA, INFORNATION, AND CALCULATIONS SUPPUED BY THE APPLICANT, THE n Y,, ~;d, ENGINEER OF RECORD IS SOLELEY RESPONSIBLE FOR THE COI,PLETENESS, b:' ~t t ysr ~ ti ~ ; a r ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE . :v + ~nni inmmi in en~rwrn me nnnr nnuei uunr ov nnv runweroc +~e 7 ' A , r F! ~ ~h w ~ it } ~T i ~.,"'t i4 ,'S ~ - ~.c +t, ~v. ~ :a b~r~ ~ Ir ' k e~h -t•'_ r f'xfi ~.:i^V x ~ , i:r:t A A r r 'ar'e ra_:' 4 -0.. t .~~1 .,.Ili., t.. _ ~~I i ~:i _ r. r~ ~h. ~r i . , :.7.' Lv..: w r`e.,{~.y tI ~~f I 4' t~-~ t . w,~y ; ~P. r rk ' ` . j -c:~,z,.. w r:. , ~ ~ ; i :*c s 'f ~'r,.: re 'a'~ sv ~ ` A cA Y ~ g «1x , ~n Je. a`j ~s;:~;1 x:'. =;%I 4 >r wn '6 a' i=:'.;" o~ v N W ~N N E ago M~ I i~ N/ 8` 6 O% ~ O O~ LL7/ F~ u ~i d~ oa° t U d H N (~pNp NC Oy NL U ~7TC1TT T r „d . _.,_..rr~ . ,r,r..~r rrrriT~r T n/~TTT1~Tr'1 cnrTmTT V I~~11 QI 11MP  IIIVI JI IIV~VViv L Vi c.. o VISUAL IM'ACl~1MULAf1U1V VlEw LVVn1vu Ovu in 'Oki / copyright © 2002 ~ ~ jk y i•` / ~4 / RADOME AND ANTENNAS / o A ~ - ' BY OTHER CARRIER t~, r ~ / ^'l . ~ ~ / RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION, AND CALCULATIONS SUPPLIED BY THE APPLICANT, THE ~ ~ ti • ENGINEER OF RECORD IS SOLELEY RESPONSIBLE FOR THE COMPLETENESS, / ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE $ 3,. / APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS, r r a Far . ~ ~ ! / I ~ ~ r } j / . / I r ~ _ / 1 iK f / h , . ~ ~d} 1 i.OT 11, BLOCK 16 `i COLLEGE HILLS ESTATES ~ . , ~ , ~ , ~ VOL 97, PG. 496 ~i ~ ~ ~ ~ LOT ' ~ :k 3r L.J. STARR AND 0' 1F-4 r. ~ ~ - i.}~ ~ LUCILLE R. STARR ~P 0 ~p' _ ' , . " 'IOL 293, PG. 737 k K do B PARTNERSHIP . p~~.~,"~ , , ~ i ;,r . B.C,D,R. J~O~O VOL1951, PG.342 ~ ~ a ~ I; h . ~ ' ~ EXISTING P J~ Q B.C.D.R. j4< / SITE c i , RESIDENnAL NEW RISER POLE BY OTHERS ry~ I 5 N. , ; ; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ STRUCTURE REF. CONDUIT NOTE THIS PAGE, 0• UNDERGROUND TELCO SERVICE (Ve7iIZON), ~ ~ ~ INSTALL CONDUIT PER CITY SPFAIFlCAl10NS r._.r 7. ! ~ 1e 71' 4f^• 11 B• ~ ~ ~ ~ ~ ~ ~ FUFURE UG IIDUTY LOCAnON ~l : j FOR ADJACENT LANDOWNER r ~r' UNDERGROUND ELECTRIC SERVCE, INSTALL ~ 1"H8 W Nl CONOUR PER CITY SPECIFlCAnONS EXISTING OH UnLDY_ Oa ~j ~ ' ~ W1RE TO RENAIN 12'HB ~ '~d f,,w r' ti h ~ r ~ ~n •t•''" S , ~.1~ h - 4 1 . r e_' ~ % EDGSn aH un 1nRE To•He i ~ ~ ~ ~ Q!~ ~ BE MOVED NEW ~ 3 , k lr ~ ~ ~CAnON PER C OF a ~ ~ ' ~t ~ ~ COLLEG ST N r p ~ ~ ~ ~ 10' umITY a(J ' ~ / ~ o r ~ EASEMENr A ~ ~ ~ GRID ~-----fly ~ ~ / ou o r ~ij ~ NORTH u-~ o~ i ~ ~ ~ ~ • ~ ~ " ~ zooA NETER a ~ ~ • ~ LIGM (TYP. HOFFMMI BOX ,y~,, 4 ~DF 2) ~ , 30 ; ~ E e ~ P EOUI ENT~~ . NTS 9• : ~ ' TRUE ~ x• ~ 02'04' ~ ~r ' ~ o I / ~ ^7 a A / ; r MA N TI ~ : ~ ~ ' GEC ~ ~ • .-y ' G LEASE LINE 4'37 yF ~ (2) 8' IMDE GA1ES(( ~ soup wooD S • R ~ 8' HIGH, ,'`I; 1 ~ 8' H SECURITY FENCE, ~ 5 / ,,%j., LID HOOD SU71ED ~ / NING MATERIAL 1 NJST 5 GALLON r SHRUB, TYP. 10, SEE / DEiNL PAG . ~ \ A , ~ ~a ' + r ~ J /ra REQUIRED SETBACK uNE FOR NEW ' ~ I I / h CONSTRUCTION, (25' FRONT, 1S' ~ 1' ~ `i{> ~ BACK, T-6" SIDES). ° , ~ / . I . ~ , i ~ r • : , ~r.r~T. J -30 / LOT INSTALL 3` CALIPER CEDAR / ~ 1F-2 ELM DETAILTHIS~PAGE \ ~ CLARKE k WrNDHAM,INC. J, AND FLAGSHIP DEVELOPMENT 30' ACCESS Asa ' ~ JOINT VENTURE EASEMENT • VOL3022, PG.299 / / ~ / S^ 1 / ~h . ~ / , ' -300 ~ s~ / / ' _ S~ i~., / / _ NTS _ _ / _ 1 T. TIgAaMilY WATER ° ~ a,wtlNO Mo PROJECT NOTES: BEIDWE1051NIC NNNOViiELYAFIEk ~ ~ ~ ~ ~ ~ ~ c sal u~ ro ' ' xER TREEIs~ ul oR ~ssl 1. ACCORDING TO THE ENVIRONMENTAL SITE ~ ~ Nom" ~ ASSESSMENT PREPARED BY ARCADIS, THERE ARE ' ; E~m" / ~ R>~R ~~•roo5ssas NO CRITICAL ENVIRONMENTAL FEATURES LOCATED ~ ENRL~+c ti / ~ xo~ sr5m aws ~wl~ titNC- ' IBiMNR8101019OIWE9lBrRVE WITHIN 150' OF THE SITE, wMNO~eaN~ . ' i+rn~~r+ r !a; I ~ wtnl aroiom say ~a:~ ~ , GEOlEN1111E FA9NC 60~` oR b ~ 2. ACCORDING TO THE SURVEY PREPARED BY • ` ' AFPROYED Ecu~L . Ran ~u-eREwt ~ ~ , ~ '~'I'~~~~~''~'~"'III ~•':a.;',.'. CUNNINGHAM-ALLEN (FEMA PANEL # 48041C0144C, BASE a sell 2/9/00), THIS PROPERTY IS NOT LOCATED WITHIN fA01 ~•,~;1 sLeGRASE THE 100 YEAR FLOODPLAIN, FREP,N41110N aF / / SOL~NtLY (AUAMTE PRFPNEC A1L15 IAES MIDTN dF ROO1BIiL ~ 10~ 3. THIS SITE IS NOT LOCATED WITHIN A WATER o;me sFRFAO ranIEEN offs PboR ro aI+wRNC, iu ARF/6 oE51aHTEO rnR / / + ~ ~ ~ ro ~ a~a aF W»>~ E>G a ~R sic. QUALITY TRANSITION ZONE OR A CRITICAL WATER sar As sFECnEO a GYmF519o1 ro eE ORCNIC CIAOEN SDI. rHEN aaTMSE ro a FU1115 Nor is sE srNS:o uNlas saLanm. QUALITY ZONE. ~ ~ ~ ~e' ro THORauaar aoa AR N XI TIN INHA ITA / 4. THERE E O E S G B BLE a ii STRUCTURES WITHIN 50 FT. OF THIS PROJECT, ~ E1asnNc 4 p~ DRN~EWAY N7'S NTS 5. THE PROPOSED CONSTRUCTION WILL NOT ALTER ~ 1 'J~_ / W THE DRAINAGE OF THE PROPERTY. o- / N 6° CURB REQUIRED FOR I ~ PAVED AREAS PER CITY OF 6. FOR RISER POLE, CONTRACTOR TO PROVIDE 30 / 5 COLLEGE STATION ORDINANCE 4 RI I N IT AN IN TA T I T 1 f of FT. ~ G D CO DU D S LL HE FRS 0 , . ~ ~>a~ . ~ ~ A. , ~ . ~ .A " - ~ FT. ON POLE, / EXISnNG GITY of cauEGE N ' ' • ~d ~ ~ .d ' .d a S . d . STA110N FlRE HYDRANT I ~ a N~ ~~~~;d ~ 7. CONTRACTOR TO INSTALL PULL BOX PROVIDED D y , ' ~ ~ ' d , ~ d . 'fl d o ~ ~ d ~ TYP, BY CITY OF COLLEGE STATION PER CITY / ~ ) ' N i • . / ~ ~I ~ ~ ~ ~ ~ ~ ~ SPECIFICATIONS. ~ 10 ~ C~ Q. ~ d d: ~1'' ~ df ~1, d: f'' .I M N 'd' ~d9 ..Q, N C ~ e •i ° ~ a I LANDSCAPE POINTS PT. VALUE QTY, TOTAL Gi CONCRETE DRIVEWAY, CO- ^ ~ OR INATE INSTALLATION WITH ~ ~ ~ ~ ~ ~ ~ A r D CEDAR ELM 150 3 450 / m ~ CITY OF COLLEGE STATION : ° E o d ~ . d e.. ' a SHRUB 5 GAL. 10 5 50 ,K 2 ,'d ~ ,'d ~ .'d ~ ~ ~e, ~'d"' „ d~ ExaaNSloN GRAND TOTAL = 500 o a .Inver l1vP 1 d' '  I 2:4 BEGIN LIMESTONE ^ STREETSCAPE POINTS PT. VALUE QTY. TOTAL ACCESS ROAD. CEDAR ELM 150 1 150 TOTAL CONNECTED LOAD: 71A, 24OV, 10 LEAD DESIGN PROF.: CAD-FILE: EXPECTED PEAL( DEMAND LOAD: 59A, 24OV, 10 NOTE: CONTRACTOR TO OBTAIN THE AVAILABLE SHORT JMC 851-Z1 SHRUB 5 GAL. 10 5 50 EXPECTED CONTINUOUS LOAD: 470. 240V, 10 CIRCUIT CURRENT RATING FROM THE ELECTRICAL REMOVE ENTIRE CURB NEW DRIVEWAY, REINFORCED CONCRETE CONNECTED LOAD FROM PANELBOARD SCHEDULE, COMPANY. EQUIPMENT RATING MUST NOT BE LESS DRAWN BY: DATE: O N AND GUTTER SECTION 6" THK W/3 BARS 18" C-C GRAND TOTAL = 200 SITE PLAN 'i; PEAK DEMAND AND CONTINUOUS LOAD FROM ACTUAL THAN THE OBTAINED VALUE. JMC 2/7/02 MEASURED LOADS ON PREVIOUS SITES. EXISTING 'n E PAVEMENT ~ 0 20' 40' 60' PROJECT NUMBER: DRAWING NUMBER: •y v 0 'DZ CURB CUT AND DRIVEWAY CONSTRUCTION 1" 20' PANELBOARD SCHEDULE HT57SPH0.851C 1 OF 2 V V~1 N TS Q~ v0-