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THE ENGINEER OF RECORD IS SOLELEY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION 15 REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS, REVISION /CORRECTION TABLE N0. DESCRIPTION DATE APPROVED 1 ISSUED FOR PRELIMINARY REVIEW 2/11/02 PCB 2 ISSUED FOR SITE PLAN PROPOSAL 2/19/02 PCB 3 SITE PLAN PROPOSAL -REVISED 3/6/02 PCB 4 SITE PLAN PROPOSAL -REVISED 3/18/02 PCB HASK NS ` H 057XC851 B U SUA~ MPACT SITE PLAN PROPOSAL r CITY OF COLLEGE STATION, TEXAS F` ' x r ~ jf ~ tk i ~ ~ 3.4 i , SITE NAME; HASKINS SPRINT SITE NUMBER: H057XC8516 SITE ADDRESS: 207 pOMINIK DRIVE COLLEGE STATION, TEXAS 77840 LEGAL DESCRIPTION: 1200 SQUARE FEET OF LAND SITUATED IN THE RICHARD CARTER HEADWRIGHT LEAGUE, BRAZOS COUNTY, TEXAS, BEING A PORTION OF LOT 1 F-3, RESUBDIVISION OF LOT 1 F, BLOCK A, CULPEPPER PLAZA ADDITION, A SUBDIVISION RECORDED IN VOLUME 363, PAGE 647, OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS, SAME BEING A PORTION OF THAT CERTAIN TRACT OF LAND DESCRIBED IN DEED TO LAWRENCE J. HASKINS, TRUSTEE AND RECORDED IN VOLUME 1136, PAGE 390, OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. TOTAL SITE AREA = 1200 SQUARE FEET PROPERTY OWNER ADDRESS: UAL IMPACT SIMULATION -VIEW LOOKING WEST 1700EGEORGE BUSH DRTRE,SSUITE 240 COLLEGE STATION, TEXAS 77840 PROPERTY OWNER TELEPHONE NUMBER: 979-255-3035 ; APPLICANT: 1341 W, MOCKINGBIRD LANE SUITE # 1200-E DALLAS, TEXAS 75247 CONTACT; BILL McCAIN PHONE: 214 525 4049 PREPARED BY. 5608 Parkcrest Dr., Suite 300 Austin, Texas 78731 Tel; 512-451-1188 CUN~IINGHAM-A~~EN, NC. a 3103 BEE CAVE READ, SUITE 202 w AUSTIN, TEXAS 78746 , N N PHONE C51Z) 327-2946 FAX (512) 387-8973 E aj ~ ~ ~ 0 Mj I~ ptEOF T~.~s ~t . Ow O c N'C . ~ ~ a aN a~ c 0 PETER C, BERVEILER N p C~ 0 ~j 9Q~ , ~ °1 E F~ j~N L Ea0 i-E' z° ~r 00 ~ ~ p'1i oa PROJECT MANAGER; CHECKED BY; Flub I PCB F VISUAL IMPACT SIMULATION - VIEW LOOKING SOUTH VISUAL IMI a.. I mE ci U3 ~ copyright © 2002 ~ ~ / PROPOSED SPRINT ANTENNAE ~ , ~t ~ / / / rw' AGL ENS NODEL ~ FV55-17O2DP RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL PANEL ANTENNA NOUNIING HEIGHT pATA, INFORMATION, AND CALCULATIONS SUPPLIED BY THE APPLICANT, THE //JJ ~•L r ! (I) A2INUTH a r.N. o eo' RAD cENrER ENGINEER OF RECORD IS SOLELEY RESPONSIBLE FOR THE COMPLETENESS, (I) uiNUTH 12a T.N. o eo' RAO CENTER ACCURACY AND ADEQUACY OF HIS HER SUBMITTAL, WHETHER OR NOT THE fi ~ ~ ' ~ perk ~ ~ (q aiNUrH 24a T,N, 0 eo' RAD cENrER APPLICATION IS REVIEWED FOR CODE COMPLIANCE 8Y CITY ENGINEERS. r ~ Par ~ ~ ~ ti. / 74.5' AGL (I) A2INUTH a r,N, 0 74,5' RAO CENTER I) A21NU1H 120' T,N, 0 74,5' RAD CENTER r~ .Qr ' ~I) A2INUTN 24a T,N, p 74.5' RAD CENTER REVISION /CORRECTION TABLE ~ ~ ~ ~ ~ N0. DESCRIPTION DATE APPROVED ~ ~ ~ ~ , 1 ISSUED FOR PRELIMINARY REVIEW 2/11/02 PCB ~ ~ a ~ ~ ~ ~ ~ w ~ 2 ISSUED FOR SITE PIAN PROPOSAL 2/19/02 PCB .PROPOSED 84' sTFxTM rowER 3 SITE PLAN PROPOSAL -REVISED 3/8/02 PCB ~ ,;~,.i _ ~ 4 SITE PLAN PROPOSAL -REVISED 3/18/02 PCB ~ ~ ~ LOT 11, BLOCK 18 ' , COLLEGE HILLS ESTATES VOL. 97, PG. 498 B.C.D•R. LOT L.J. STARR AND 1F-4 LUCILLE R. STARR ~,P^~' VOL. 293, PG. 737 a/ K di 8 PARTNERSHIP B.C•D.R. ~JQG6 VOL1951, PG.342 ~ M1 EXISTING , J,~ B.C•D.R, ~~F.~. ' RESIDENTIAL NEW RISER POLE BY OTHERS, ti J^~ . "try, - STRUCTURE REF. CONDUIT NOTE 1HIS PAGE. UNDERGROUND TELCO SERVK;E (VERI20N), { INSTALL CONDOR PER CRY SPECIFICATKINS J'; ~ ~ 1- ~s, lb• s IQs FUTURE UG UTILITY LOCATION ~ ~ ~ , FOR ADJACENT WIDOW►N:R UNDERGROUND ELECTRIC SERVICE, INSTALL ~ ' . 'k 1` ~ ALL CONDUIT PER CITY SPECIFKd110N5 yr ~ EXISTING OH UTILffY > HB rj 1f WIRE TO REMAIN , / yr%: ~ 12"HB r.. ~ ~ , ~ ` ~ 13'LO a ~ r' ~ , , J A t~.:- ~If~un ~,a ~ . a ~ ~ ~ ~ - ~ ~ o n A " ~ f , _ `e . i ri ~ ~ r~ EX~ G OH U11L WIRE 10•~ ~r . , ~ 3 8E MOVED NEW ~F ~ y >3' OCAnON PER C OF 9 ~ \ coLLEC sT N p / cA \ EASEMENT 6 f PP \ , GRID ~--o ~ f ~ ~ NORTH ~ ~ FUTUR~G ~ 0 u ~F ~ s . / ~ \ CO CABINET, ~ . ~ R FOR RAC DOA ME1 I r ON. • ~s b►~TRUCn 04, , Q 3 1~ ~T 84 S TH TOWER AND ~ r Q rA A~ ANTENNAS, PRINT TO FlELD QA VERIFY NA ORIENTAnON• F ' NTS f ~Iy TRUE /I ~ 02'04 0 ~ o ~ ' r it r~Lr~ @ r cam' 1 MAGNETIC ~ q'' 1 I J 4'37 ,'~y, f LEASE ~ A' ~ STON SITE SURFAgNG Jf ~ INSTALL 5 GALLON f B, TYP• OF 10, SEE ~r / DETNL THIS PAGE. ~ ,';t+, B' HI~GI~SECURf1Y F CE, SOLIB, WOOD SLATTED j ~ ~ SCREEN G TERU+L ~~~I~ iii - 1 '1..,' ; Tr 1 P • /6 ' ~,1,'~ r~ ~ REQUIRED SETBACK UNE FOR NEW ~ CONSTRUCTION, (25' FRONT, 15' . i BACK T-8' SIDES , . -301'-- 30' AccESs EASENENT ~~'J 1Y 1- »A~ ~ i ~ LOT r iF-2 CLARKE do WYNDHAN,INC• ~ s AND FLAGSHIP DEV110PMENT W JOINT VENTURE VOL3022, PG.299~°""'1W crnr ;n,~ . ....'.r. B.C.D•R. a b~ 1 ~ , -300 .r y ~ ~ / r f PIMIf PItlORY WrohER / , / sErauxrJ~ swap PROJECT NOTES: wmwar AFTER BEIDYI E1051Ml0 / ~~ro ~"~dNG r~wRaEEcrc+~alLESSI 1. ACCORDING TO THE ENVIRONMENTAL SITE " . - eAS~. XEEP smi ~ ~ ~REEaFwu~N ASSESSMENT PREPARED BY ARCADIS THERE ARE cXOM~ME~RCIA1 Nro saL Amt ax was ' ~ ~ ° • 3-ri4'w°roAM~S NO CRITICAL ENVIRONMENTAL FEATURES LOCATED euILDINc y ~ abrEllnEFA91tlC EawurswcEn,wouX°rREE- WITHIN 150' OF THE SITE. `0 r/YH so°z °R IEN°RI As REgb m PEeErMh sus~a¢. ' MMA0IED EOUII FA9RIC i Mldl IM01°m SpL / GEOIEXIIE "~"F150p%°R b ~ 2. ACCORDING TO THE SURVEY PREPARED BY AaPAOYED ECUN CUNNINGHAM-ALLEN FEMA PANEL 48041C0144C, ' k ~a~ ~ ,~„L~ 2/9/00), THIS PROPERTY IS NOT LOCATED WITHIN I `R01 Fm `~;1 THE 100 YEAR FLOODPLAIN. PREPA&110N a / / SOL-FN0.Y p1lRVATE SUBSOIL PIENAEp AAG S RIk5 MI°1H OF ROO1Bli1 ~ro+~-o~ ROTES THI IT IS NOT LOCATED WITHIN A WATER °Ernn,• sPRUD 1. FdNlmr DAYS F~oR ro PINIING Au A~ otslqu°EB Foa 3. SSE 4' ~ r1~EN ro ~ ~ ~ ~ QUALITY TRANSITION ZONE OR A CRITICAL WATER , saL As s~EaREB z ~ saL ro eE amw~c cwmD+ 90l TNDI °uLiNAYE ro a n,vm 1qT ro BE srNSEb LWLESS SFm1~• QUALITY ZONE• / D< 1 Y BIDb bI0A0UGHL ` `rf ilr~l' 4. THERE ARE NO EXISTING INHABITABLE STRUCTURES WITHIN 50 fT. OF THIS PROJECT. XI / E SnNG . 3 DRIVEWAY F ~'S ~ _ 5. THE PROPOSED CONSTRUCTION WILL NOT ALTER- ~ > THE DRAINAGE OF THE PROPERTY. : N 6" CURB REQUIRED FOR I ~ PAVED AREAS PER CITY OF 6. FOR RISER POLE, CONTRACTOR TO PROVIDE 30 E~ 5 COLLEGE STAnON ORDINANCE FT. 4 RIGID CONDUIT AND INSTALL THE FIRST 10 ~ # a/ ~ i; ~ ~ ~ ' , ~ .a. , ~ ,a , • ~ .a~ , . , ~ , ~A. ~ ~ , FT. ON POLE. EXlsi~c qn of COLLEGE N/ 'A p 4 / STAnOR FlRE HYDRANT I " ~ ~ a~ ` ~ ~r ~ ; ~ ' ~ ~ ~ 7. CONTRACTOR TO INSTALL PULL BOX PROVIDED ~ N.~+ ~ ~ ~ 'a~ •Y ~i~a'~' 8 ~ ~ , ~ , ; ~ . , ~ ~ ~ 6 (TYP,). ~ a ~ BY CITY OF COLLEGE STATION PER CITY "a ~a.1~ ~,I. ~ ~ ' ' SPECIFICATIONS• c ~ ~ ~ e t~ N°m ~d~ ~ N O i •i • ' ~ I LANDSCAPE POINTS PT, VALUE QTY. TOTAL ~ Gi CONCRETE DRIVEWAY, CO- a _ 1.. , ~ . R INATE INSTALLATION wlrH ~ ~ ~ ~ ~ , a ' ~ ~ ~ a. ~ A'~ ~ ' a ~ CEDAR ELM 150 3 450 / O D CITY OF COLLEGE STAnON ~ ~ ~ ~ ~ ' Ea ~ ~ .a.~. ; 4.~. , ~ SHRUB 5 GAL 10 5 50 't EzPANSION ~ , , ~ ~ ~ ~ . ~ ~ ~ ~ ~ GRAND TOTAL = 500 ~4~ 44 i BEGIN LIMESTONE „ , . • . STREETSCAPE POINTS PT. VALUE QTY. TOTAL ACCESS ROAD. LEAD DESIGN PROF.: CAD-FILE: CEDAR ELM 150 1 150 TOTAL CONNECTED LOAD: 71A, 24OV, 14 JMC 851-Z1 EXPECTED PEAR DEMAND LOAD: 59A. 24OV, 10 NOTE: CONTRACTOR TO OBTAIN THE AVAILABLE SHORT EXPECTED CONTINUOUS LOAD 47A 240V, td CIRCUIT CURRENT RATING FROM THE ELECTRICAL REMOVE ENTIRE CURB NEW DRIVEWAY, REINFORCED CONCRETE SHRUB 5 GAL, 10 5 50 CONNECTED LOAD FROM PANELBOARD SCHEDULE, COMPANY. EQUIPMENT RATING MUST NOT BE LESS DRAWN BY:. DATE: AND GUTTER SECTION GRAND TOTAL = 200 0 6 THK W/ #3 BARS 18 C-C SITE PLAN PEAR DEMAND AND CONTINUOUS LOAD FROM ACTUAL ' THAN THE OBTAINED VALUE. JMC 2/7/02 MEASURED LOADS ON PREVIOUS SITES. v EXISTING PROJECT NUMBER: DRAWING NUMBER: PAVEMENT 0 20' 40' 60' 0° 12E CURB CUT AND DRIVEWAY CONSTRUCTION >Z n V$- 1 = 20 PANELBOARD SCHEDULE HT57SPHO.851 B 1 OF 2 c°~m NTS a~