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Home My WebLink About02-00500118- 00073457innovAwive ancini=-a=v;nc Damcin/ ~~Hou~°lon Te aSuite 7 42326 Td : (113) 782-6201 Fax : (713) 782-6806 REV /DATE I DESCRIPTION 127 TOP OF TOPER 118'( OF NEW ANTENNAS ARRAY FOR ONAULAR WPFIESS PROPOSED ANTENNA ANDY ANTENNA MOOEI- 7144.24.3150 4 AN700MS PER SECTOR (110TAL-12) AZIMUTHS 0'. 120; 240' RF TEAM LEADER REAL ESTATE DEPARTMENT ALL ANTENNA ELEVATIONS NOTED ARE ABOVE GROUND LEVEL (A.G.L.). CONTRACTOR TO VERIFY ANTENNA INFORMATION WITH CINGULAR WIRELESS ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. NEW 120' A.G.L. MONOPOLE TOWER F ENSTNO NEW POWER POLE METAL BUILDING METER k DISCONNECT F EMSBNC TREE NEW GENERATOR ON NEW LPG TAW ON C . B' CONCRETE PAD J < x B' CONCRETE PAD ELEVATION (SOUTHEAST OF SITE LOOKING NORTHWEST) NOT TO SCALE ELEVATION (SOUTHWEST OF SITE LOOKING NORTHEAST) NOT TO SCALE PROJECT MANAGER CONSTRUCTION DEPARTMENT TOWER CONSULTANT w W J WN w 753: c)) 1§11 c Fra U x OF iE~ . :JSE.....,, JO,~AI S WBgp 4 THE SELL APPEARING ON THIS DOCUMENT WAS AUTHOD® BY JOSEPH S. ABBOD. PE 69884 OL PRINTED DATE 12/17/01 DRAWN BY: Y.N. CA. FENCE CHECKED BY : J.S.A. SITE ELEVATIONS CELLSITE # 517 SOUTHLAND ADDRESS: 112-114 HOLLEMAN DR. W COLLEGE STATION, T% 77840 C.3 CINGULAR WIRELESS in iva-Livi-= i=-ncinai=-:qinc Di=-Sicn 2929 BriarporN, Suite / 329 P-01-16) Texas 77 2 782-6201 Fax : (713) 782-6806 REV NAE I DESCRIPTION 12W MP OF TOYER d__ - - - - . " 12W WP OF TOYER Of ANTENNAS ARMY CINGLILAR WIRELESS ALL ANTENNA ELEVATIONS NOTED TNT t OF NEW ANTENNAS ARMY ARE ABOVE GROUND LEVEL (A.G.L.). FOR CINGULAR MRBLSS iED ANTENNA AMY CONTRACTOR TO VERIFY ANTENNA INFORMATION RF TEAM LEADER SECTOR (TOTAL-12) WITH CINGULAR WIRELESS ENGINEERING DEPARTMENT PROPOSED W TENNA ARRAY PRIOR TO CONSTRUCTION. ANTENNA MODE]: 7144.24..50 REAL ESTATE DEPARTMENT 4 ANTENNAS PER SECTOR (TOTAL-12) AZMTHS: O, 12(; 240* PROJECT MANAGER CONSTRUCTION DEPARTMENT TOWER CONSULTANT U) W J ~ W kip NEW 12(r A.G.L MONOPOLE TOYER NEW. 120• A.G.L. MONOPOLE TOYER lox NEW CL FENCE NEW GENERATOR ON 4' x IV CONCRETE PAD ELEVATION (NORTHWEST OF SITE LOOKING SOUTHEAST) NOT TO SCALE NEW CINNAAAR WIRELESS EQUIPMENT SHELTER NEW POWER POLE METER & DISCONNECT NEW LPG TANK ON 4' x t CONOETE PAD ELEVATION (NORTHEAST OF SITE LOOKING SOUTHWEST) NOT TO SCALE ENSTINO TREES oFTr~ rye;...... JD3F11 s AeaOUD 8989;4 ~F,4MEO: IE ELL APPFAAIC ON S DOONENi FMS WMOIY3D BY JOSBAI'N S ABBdD, PE 69894 ON PRINTED DATE 12/17/01 DRAWN BY. V.M. CHECKED BY : J.SA. SITE ELEVATIONS CELLSITE # 517 SOUTHLAND ADDRESS: 112114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 CA CINGULAR WIRELESS DOSING METAL 1 JP 0 Q{' 0 P5 G LOT 19 SR4 Station 3 O ~ N 4159'7T C-176.21' J pll 00 LOT 18 ~ J W 3 LINE TABLE AWE ILRING 00 9 I 66"40 30 E 056 L3 I 37-59-Oa- E K { 4 5538- W W .87 L6 N 4B`00 19 W 2542 7 N I' 91 0. 4 0343 W 9.67 r w 47-5538- 1 68 80 Sr59 741 0.{ 1 s 4 { r oe 4:u L1s N 3r59 op w 25.66 CURVE TABLE CURVE I RADIUS LENGTH CHORD BEARING S: DISTANCE cl 1500 719 S 4 C5 _wm 00 9r W43'39- 19 751 { 9'34 11 - . 1 C6 09'1301 98{.93 15x.47 N 47*1954 E-156.30 a w~a Sedw C-4B HOLLEMAN DRIVE(60' R.O.W.) A CT 24-01 N gSp'u1• E t , ase CK sa LOT 17 to' PUBLIC UODT' EASEMENT 40. NN, PC 61 `6, CMF IN Fna YRflC / O u u n- N 41'W41* 30' WIDE DRAW EASEMENT LOT 1R VOLUMEDJLB.QIWO. 76 OCS/OCC REALTY PARTNERSHIP LOT OE-R (IR) VOLUME 15M PACE IS qn DRB.C. F GCE 4 P~ p•~L~1 ' Q~aPG N 3rS{'30• 10.00' I TRACT 3 DR- Er'a6Fa . J0\.- UTILITY LEASE EASEMENT 179 2 Ir ~4 1,902 SQ. FT. 0.0437 A f. ) J AAdwr Paw Paw r Pa S4A out Fn4 Sx UL IM Orwt-d Ewetrk 4 Sq, MOfE$ m 1. 5/6* IRON RODS MIN CMS SET AT ALL IRACT COMERS (I RN011OI 5) UNLESS NOTED OINERVISE. 2 ALL SEAMNCS SHOWN HEREON ARE BASED ON ILE AMENDING PLAT OF REGENCY SWAM A$ REfFAEII®• P'O1R5 'A' AND V 910'M1 ICON 141E ROTATED IO AMT WARM OF S 37544S' E PONIS •B' Me 'r WERE NESO TO DEIDNA E THE SGUT EAST LINE OF SAID AIDMIC MT OF REGENCY SQUARE. POINT 'A' WAS HELD FOR PO9IION E 769 PROPERTY IS IDL9'r. AREAS OMM04M TD BE O TWE 11E 500-VEM ITDODPIAM AS DDREARD OR TIE FEDERAL GAANICY MANAGOADIT AGENCY ROOD 119R MCE RATE MAP NO 4601=44C DATED AAY 2 199L =All p1S WERE OBTAIED ql 1N5 PROPERTY, a ARE NOT RITERENCED TO RE ROOD PENT MEYATIOES % NEMW ME ASSUMED. 4. ABSTRACT BEOMATDN FOR TIE SUOACT PROPERTY SOW NDEOI D SASED ON NSTRACTOR'S mIRICAIE NO 44-MD. PREPARED BY O LTARK 61C 691m ON S®TD911 2S. 2001. SURVEYOR 00 NOT MYAROE "LO PROPELIIY RILE INFORMATION. &A&S, R0 SURVEY MT M R[EDOIUD TO A NEVES AND IOUNIX OESD7►1ON PMPAND BY COSS, FE DLEY At AS60DAIM TIC SAID) 0CIOM 3, WM AND REVISED JANUAM 7. 20M AND AI NE 1, 2002 AND JULY 30. 2007. N er59'22• TY~ 2E UTILITY Ff 264 VOL 1o 074 P& PG 26 Y.RB.G ~ DaI,eIM Panel) 41.10' N 4"3W Er R R~ 5 1J71'76''W784.0Y EUICE WILLIAMS 0.06 ACRES VOLUME 277. PACE 700 DA.B C. ~j ~I JI I Barbed We P IV -9 4p LJ ki I I : ~ biY < n I l I ~c I I b ` I Set x a • P ~ ~ w . , • A -woo oo R=55.00' J. L•86.39' CH-S 06'59'46• W 6• alaE O 77.78' r a( a" I 20' UTILITY EASEMENT - 264 VOL Io7E 7 _ & C. - . Yx 5 5/a• u 3/E LIE 5/C 1A 8 Stv 1A 9 10 m REWSM SNRIARY 7. m Oman.TRM:TS 4& I-st«y ~RENSED SAY SR 2002 TISED TRACT S REVISED JUNE 7, 2062 ADDED NEW SEBWASM MT. Malin Bultg S1 a v I I , I N 66'40'30• 106.74' F 2lY 10 5 02 /Vy,1 VOL IMAflMEASEM 2x4 C -L I P~Q~ G. \~G pr G rc7 p", LOT 2R TN GCS/CCC REALTY PARTNERSHIP N -A' OA / / EASEMENT 1 O • T VOL. ,070. PO 254 YA.9.C 8 1 4 S EASEMENT 13C C .66 SQ. FT. (0.3137 C na. 5/d IA 10, PUBLIC UrIKITY VOL YenheN'AL 6". 4D, III MGPD.C I g 2 as 5/v 1A d I d ~ k I I S 3 nd 5N LA 20,07Y OF Sra 3aa"atrgr $ 4 r c e s/E LA LOT TIMD-R (7R) ; D.RA VOLUME 1556, PAGE la DADC SEE INSET •A= (SHEET 2 OF 2) N 51'55 H s u 0'S38'" E of / E PK N Nw S 5r u• w~ s "am VICINITY MAP N.T.S. r' L GPSP~~QG. J~ Xcingular wireless BEET I OF T 'POIF(T A LOCATIVE AND PARTIAL TOPOGRAPHIC SURVEY FOR CNGULAR WIRELESS CELL SITE NO. 517-SOUTHIAND, A 18.681 SO. FT. TRACT (TRACTS 1 THRU 5) N THE CRAWFORI BURNETT SURVEY, A-7 N BBAZOS COUNTY, TEXAS )wHEA GCS/CCC REALTY PARTNERSHIP OCATNM 112-114 HOLLEMAN DRIVE IRAwN BY UATE so/3/nON SHEET S OF 2 REVILED CAT N31fia1lD RY S(AtE I•-4E FRNO. III RD L1tltDlY 3 VI FROIEcT NO. OT-BS-MS'OI C ~nn~ova~~v ~n~~-n~~~~n~ ~~~~~n Ashford Crossing II 1880 S. Dairy Ashford, Suite # 425 Houston, Texas 77077 Tel ; (832) 327-0701 Fax : (832) 327-0706 REV /DATE DESCRIPTION 1 Q 1Q 10/22/02 CHANGED TOWER HEIGHT FR0~1 118' TO 100'. - - - 100' TOP OF TOWER - - - 11 - - 100' TOP OF TOWER Q2 7/09/02 REVISED LANDSCAPING LAYOUT. - - CL OF NEW ANTENNA ARRAY _ _ CL OF NEW ANTENNA ARRAY FOR CINGULAR WIRELESS Fi - ~ FOR CINGULAR WIRELESS Q RF TEAM LEADER PROPOSED ANTENNA ARRAY PR ANTENNA MODEL: 7144.24.33.50 AN PROPOSED ANTENNA ARRAY 4 ANTENNAS PER SECTOR TOTAL-12 ANTENNA MODEL: 7144.24.33.50 REAL ESTATE DEPARTMENT ~ 4 AZIMUTHS: 0, 120', 240' AZ 4 ANTENNAS PER SECTOR (TOTAL-12) AZIMUTHS: 0', 120', 240' PROJECT MANAGER CONSTRUCTION DEPARTMENT ALL ANjENNA ELE1iA IONS N TOWER CONSULTANT ~ OTED ARE ABOVE GROUND LEVEL . AGL rrnn rrvJ CONTRACTOR TO VERIFY ANTENNA INFORMATION VJ WITH CINGULAR WIRELESS ENGINEERING DEPARTMENT W J PRIOR TO CONSTRUCTION. W ~g . NEW 100' A.G.L. P TOWER ~ NEW 100 A.G.L. MONO OLE MONOPOLE TOWE EW 100' A.G.L. ONOPOLE TOWER 4P~~ OF.T~'t EXISTING ~ JOSEPH S. ABBOUD ~ 1 METAL BUILDING NEW POWER POLE ~1 ~ ~ 69894 iii METER do DISCONNECT f ~~'nF ~~CENSEO.•~~~i NEW CINGULAR WIRELESS ~~i S~ONAL E:~' 2 NEW POWER EQUIPMENT SHELTER POLE W/ Q METER J< DISC. ~ ~ S NEW CINGULAR WIRELESS NEW EQUIPMENT SHELTER LIVE OAK o TREE LIVEEOAK LIVEEOAK THE SEAL APPEARING ON THIS DOCUMENT TREE WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E. ~ ~ ` a EXISTING ~ a TREE , 69894 ON_ is ~-s ~f NEW C.L. FENCE TREES qyQ, ~ ~ ~ ' O Y 9 C p,~J7 _O 0 j04J ~ PRINTED DATE: 12/17/01 EXISTING r DRAWN BY: V.M. TREE ■ n J t 31 #~f;11'.~ ~I NEW SHRUBS t NEW GENERATOR ON NEW LPG TANK ON 4' x 8' CONCRETE PAD 4 x 8 CONCRETE PAD J 1 LLL Y/\ 1 1 V 1 L- L. V I 1 I I V 1\ 112-114 HOLLEMAN DR. W ~I,S~ILUi. En ~ COLLEGE STATION, TX 77840 (SOUTHEAST OF SITE LOOKING NORTHWEST) (SOUTHWEST OF SITE LOOKING NORTHEAST) OtV~LOPFSTSRilICt~ , NOT TO SCALE NOT TO SCALE C03 i CINGULAR WIRELESS Hearne Cameron i~ Huntsvil C v„ Rockdale 0 ryan ° ollege Station ° aylor o aldwell ~nnova«vC SITE ~nG~n~~~~nG • LOCATION o ibis a'cSiG11 ° avasota Elgin 2929 Briarpark, Suite ~ 329 0 onroe Houston, Texas 77042 Tel (713) 782-6201 Fax : (713) 782-6806 Giddings °Brenham 6 ~ REV /DATE DESCRIPT'ON Bastro The Woodlands ° p Tombalb Spring 1Q 7/09/02 CHANGED TOWER HEIGHT FROM 120' TO 118'. Hempstea ° rairie View 0 59 Q Smlthvllle Bellville Loo La Grange ° a Q 290 °Sealy KatyO HOU RF TEAM LEADER NOT TO SCALE Columbus Bellaire 0 WIRELESS °Schulienburg 6~ REAL ESTATE DEPARTMENT AREA MAP PROJECT MANAGER ~~S CONSTRUCTION DEPARTMENT SITE NAME TOWER CONSULTANT 0~ n eis~ty 9 U o~ n . SOUTH LAN D ~°~\e~o 1 NEW EQUIPMENT SHELTER & NEW ANTENNA ARRAY ON A NEW 118' A.G.L MONOPOLE TOWER O - - - . SITE NUMBER r-~ ~~~LSITE No. 517 ~ 1 - j=- _ _ ~ L ~ _ SITE NAME ~ ENGINEERS . THE FOLLOWING PARTIES HEREBY S 0 U T H L A N D APPROVE AND ACCEPT THESE t DOCUMENTS AND AUTHORIZE THE SITE NUMBER CONTRACTOR TO PROCEED WITH CELLSITE No. 517 ~ ~ i.- ~C THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SITE ADDRESS t SUBJECT TO REVIEW BY THE LOCAL Ts BUILDING DEPARTMENT AND MAY 112-114 HOLLEMAN DR. W ~I1I~IOVd~.~VC IMPOSE CHANGES OR MODIFICATIONS. COLLEGE STATION, TX 77840 t ~ ~n~:n~~~:n~ i 1t . a7C~iG~1 SITE COORDINATES 1 2929 Briarpork, s~~te ~p szs LATITUDE 35° 35' 44.8" N e°°$~~~;a>e~az-'s'zo2 LONGITUDE : 96° 19' 53.1" W l_ Fax (713) 782-6806 LANDLORD ANTENNA AZIMUTHS c- , s~~~~; ~oRS : SECTOR "A" = 0° TN .;DATE SECTOR "B" = 120° TN SECTOR "C" = 240° TN -SINGULAR WIRELESS APPLICANT Cohb, Fendley & Associates, Inc. CINGULARWIRELESS Professional Engineers ONE WEST LOOP SOUTH SUITE 300 Registered Professional Lond Surveyors nn-rF . ~1 5300 Hollister, Suite 400 Houston, Texas noao 111L)UJ I VIV, 11l / NZ/ V 1-800-245-4545 112-114 HOLLENAN Da.W (773)462-3242 OFFICE No. (713) 850-9933 COLLEGE STATION, TX 77a CALL 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST. r,o-ONSULTANT TEAM APPROVALS PROJECT SUMMARY OR T "a, POWER ENGINEERING SERVICES - INDEPENDENT LOCATOR (210) 590-493-6 1 PROJECT # 01-0 I o0z ` 0!:2' • • Ur' I T ~ ~ • ■ 1. Site Preparation shall consist of stripping any existing gross, tree roots, debris, C LATITUDE : 35' 35' 44.8" N and organic top soil. The exposed subcrade shall be proof-rolled to detect local weak areas which should be excavated, processed, and recompacted in loose , N R 19' 5 .1" W lifts of a roximatel ei ht-inch hi kn~ NOT LO G UDE • 96' 3 t c ~ss. In E pp y g the floor slab area, subgrade lolls and any structural fill shall be compacted to a minimum of 95% of the _ THIS PLAN IS SHOWN TO CLARIFY TH maximum standard density (ASTM D ~8 78) at a moisture content within 2% ~LARIFY THE RELATIONSHIP OF PROPOSED ~ of optimum, Tree stumps, if present, shall be removed below the floor slab area CINGULAR WIRELESS WORK TO OVERp TO OVERALL SITE ONLY. ~nn~VdLIVC • and the excavation backfill. ~nGin~~~inG " " N I IN 2. This property is zone X ,areas deterr~ined to be outside the 500 year I IN CLAIMS NO RESPONSIBILITY ~~~iGn flood lain as delineated on the Fedem: Emer enc Mana ement A enc FOR THE LEGAL DESCRIPTIONS SHOW P 9 Y 9 9 Y ONS SHOWN. REFER TO SURVEY SHEET 2929 Briarpark, suite 329 SECTOR A = 0 TN Flood Insurance Rate Map No. 4804tC0144C dated July 2, 1992. a~ e Ti nni - , , _ _ FOR COMPLETE SITE INFORMATION. Elevations were obtain on this property, but are not referenced to the flood plain datum. Elevations shown hereon are assumed. SECTOR "B" = 120' TN 3. Location of Utilities is based upon best available information, and prior to construction the contractor shall veri;`y the actual locations in the field. The " " _ NING ZO SECTOR C - 240' TN least of which shall be by telephoning the Underground Utilities Coordinating Committee 48 hours prior to excavation on site 1-800-245-4545. R-1 1~ i f _ DRIVE(60' R.O.W.) HOLLEMAN - ~ 3 N 41'59'41` E ~ • • • • ~ Cut Fnd. 5 8 I.R, 1L.~ c a ~ » 7 4' 187.12' L7 182.22 ~ N 41'59'33` E 1 8.2 199.24 4~ 50'x100' DRAINAGE C5J x' GLt EASEMENT o ~3 O Set `x' Cu , VOL. 1078, PG. 284 M.R.B.C. ~ ~ P1 T T M J m 1 l Q~ AS MENT ~ ~ G 13 663 S . FT. 0.3137 o ( c Q Q . -l G ~ nd. 5/8' LR. G ^ ~j 10' P I UBL C UiILiTY EASEMENT-~ VOL. 4649, PG. 81 Stm Manhde `n • M.R.B.C. Z G ~ ~ \ LOT 18 T 17 LO ~ g ~O ~ ~ . ~ J { N 66' ' WJ m m 4030 2 10' UTILITY EASEMENT 108.74 J VOL. 1078, PG. 2B4 ~ J G M.R.B.C. _ Z NIN W Fnd. 5/8' I.R. l~ 3 I'. C-1 25' ACCESS EASEMENT ITY ~ COLCEg 2 VOL. 1078, PG. 284 WAfERLINE EAS SFgp~ a _ M.R.B.C. VOLUME 1730 EM-Ni , t~ ~ ' PAGE 334 k _ _ ` D.R.B.C, k S ~ i F Z 20' UTl ITY A MENT O VOL. 1078EPGE 284 1 ~ nd. 5/I 10' PUBLIC UTILITY EASEM!NT M.R.B.C. v LJl VOL. 4649 PG. 81 PJ M.R.B.C. r8' Chain Llnk Fence \//1 G • ,qly. / J Q WipE COCCEG N 41'59'41' E»210,89' I G VOCUMEEC1RICq SrAn01Y r ~ ~ , t~/ ' 1I3 C Eq g n ~ R P SEM p _ i \ V ~C 0•R.B. AGE' 3? ENr m '4 IQ ~ C. 8 p 3 I"~ ~ ~ W Fi D~ ~ _40.00'_-~ ~ G y' 30' WIDE DRAINAGE ^n / " ~ ~ ` I LOT 19 \v nd.5/8 .R. EASEMENT ~ ~ ~ LOT 2R O '4 VOLUME 1819, PAGE 36 O m ~ I ~ LOT 1 R D.R.B.C. ~ N ~ M N - N t`n tl ZONING ,-Bier P 5 Y W., GCS/ccc REALTY PARTNERSHI Meial Building ~ ~ LOT TWO-R (2R) d - ~ VOLUME 1558, PAGE 15 C~ 2 o w D.R.B.C. m Fnd. 5/8' I.R. r ~ f40 ~ Z W M ~ GDS/CCC REALTY PARTNERSFNP ZONING ~ W~ ~ a ~ LOT ONE-R (1R) w wa ' V'OwME 1556, PAGE 18 ~ e y 8 w D.R.B.C. ~ C-1j J W„01jc? n 6 q~ 0 p~^~ 07 ' ' U Q O W G ~ l~ Z~ 2 op ~ Fnd 5/8' I.R. - ~i D . ~ d ~ ' ~ ~ a ~ ~ s ~m ~Ae~hd ; k ~r~~, t Q> ~ h ,k P o ~ PJ ~ ~ s 4 G N Q 51.5 " m 7 i Q N T 4, 9 46 E G 3 5 30 N 5 , 4 i0.00' roo' . ~ set PK N OJ 38 E op 1 \ G ~ 54.05 do of Curb Set PK Nail G Fnd 5/8' I.R. Q 6 . ~ z` ~ s Ali D~ ~ 5 - (j TRACT 3 roo 38` s _ n / ~ ~ 149 W set N 51'59'4 t" ' `C/ .92 ap 6 UTILITY LEASE EASEMENT 142.3 ' W 90'00'00' 3 ~ I 1 ~ O 1 F - ,902 SQ. T. (0.0437 A Tor R=55.o0 $ J k c N DRIVEWAY PLAN L 88.39 m 8 CHa$ 06'59'46" W 20' UTILITY EASEMENT-~ VOL. 1078, PG. 284 ' See Detail n the Sheet 6" oak n.7a M.R.B.C. 1~ N 82'59'22 of T~ ~ ~ Fnd. 5/8' I.R. `9etentlon Pon 41.10 + 6 Oak 8" Odc ~ ! ~ 0 - - l-= RF01 FCTOTR IIFPARTIAGAIT Head Wdl I I TRACT 1 ~ ~ Bank 20' UTILITY EASEMENT I i VOL. 1078, PG. 284 ~ 9 _ T- TRACT 1 M.R.B.C. o N 46'05'22' WJ ~ N 48'05'22' I Fnd. 5/6' I.R. (C 36.54 I +a.~' CEL SITE LEAS EASEMEN x- - x S . FT. 0.0574 AC. , 332.24 nd 5 8 I,R. S 43'54'38' W»784.03' ~ 10 EuI6cE w1wAMs 5.06 ACRES VOLl1ME T77, PAGE 300 O.R.B.C. x Boned Wiro Fence SEE ENLARGEMENT IN SHEET C.2 ZONIN G R-1 Distance from Tower to Centerline - of Holleman Street = 456 Feet Distance from Tower to Southeast Property Line =120 Feet N 112.114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 OVERALL SITE PLAN DRIVEWAY CROSS-SECTION , fit, SCALE: _ ,ao'-a' NOT To scaLE Z z aZ col I ' j(p CINGULAR WIRELESS 5~' .v C 1. 11'-6" x 16'-0" PREFAB EQUIPMENT SHELTER. 2. SITE PREPARATION: SEE GENERAL NOTE ~1 ON SHEET C.1. 3. NEW TOWER: 120' A.G.L. MONOPOLE TOWER. i ~nnova~~v~ 4. CHAIN LINK FENCE: 6' + 1' 9 GAUGE GALVANIZED CHAIN LINK FENCE ~ SECTOR " A " ~n~;n~~~~n~ ( ) WITH 2: LINE POST (2 3/8" O.D.), 2 1/2" CORNER POST (2 7/8" O.D.), RX1 TX1 TX2 RX2 4" GATE POST 4 1 2" 3 4 ~ ( / O.D.), 1 1/4 TOP RAIL AND WITH A ~7 GALV. y Q ~~~~~n WIRE AT THE BOTTOM. INCLUDE A 16' GATE OF SIMILAR CONSTRUCTION WITH / H.D. HINGES ANO LATCH ASSEMBLY (FULCRUM X2434 OR EQUAL). 2929 Briarpark, Suite # 329 ALL TUBING SHALL BE SCHEDULE 40 PIPE. SEE SHEET D.1 FOR DETAILS. 2 ~ ~f TOWER Houston, Texas 77042 ~ Tel : (713) 782-6201 T 0 P Fax : (713) 782-6806 5. POWER POLE WITH METER & DISCONNECT: EQUIP FOR 200 AMP., 120 240 VAC, SINGLE PHASE SERVICE. EXISTING `~n~ R ~ REV /DATE DESCRIPTION ASPHALT Q 6. A C CONDENSER DRYWELL: SEE SHEET 8 4 / D.1 FOR DETAILS. ~ ~ry ~~o~. TOWER TE n h~ Q (6' x 6' EASEMENT, ~ 7. UNDERGROUND COAX CABLE RUN. SEE DETAIL ON SHEET D.1. 6' HIGH CHAIN N ~ w/ u K ~~ti Q " FENCE ~ 4' WIDE GATE) 8. 1/4 COPPER GROUND BAR FOR COAXIAL CABLES (2 REQUIRED). 9. SITE SURFACING: STRIP & CLEAR SITE TO SPECS, GRADE, COMPACT, SAW CUT AC 1~MOVE CURB THEN COVER WITH "AMCO CEF 2000" WOVEN GEOTEXTILE FABRIC TO FlT NEW DRIVEWAY OR EQUIVALENT, AND FILL WITH 6" COMPACTED CRUSHED CONCRETE (MATCH EXIST. ELEVA110N) BASE MATERIAL. RF TEAM LEADER LO 10. DRIVEWAY 16' WIDE : " H ~ . . ( ) 2 MAC OVER 6 COMPACTED CRUSHED CONCRETE , OVER GEOTEXTILE FABRIC. SEE DETAIL ON SHEET C.1. 7 10 ° 3' TYf O.C, CIH REAL ESTATE DEPARTMENT CIH TYP. .'.ti . MIN. 3 E MIN. 3~ APART LO 11. REINFORCED CONCRETE L.P.G. TANK PAD: SEE DETAIL ON H ~ . S EET D.1. PROJECT MANAGER I 12. 500 GALLON P 0 S L.. GAS TANK WITH 400 GALLONS L.P.G. 'C~ .;x;.., a,,:: , OF EXIST. ~J 't I ~`10 C~~E~ ~R9 ANTENNA ORIENTATION ~N6.: ..o,. , SWALE ~0 Spq~.,;..,:::.:, 13. STANDBY GENERATOR L.P.G. FUELED 50 KW. 200 AMP. IN P~' , 0 , a CONSTRUCTION DEPARTMENT 4' ALL-WEATHER ENCLOSURE. - - . 0 D D ~ ~ , . O . ° 14. R EINFORCED CONCRETE GENERATOR PAD. SEE DETAIL ON SHEET D.1. ~ _ , ti - _ , - " -~w~w-`-w ~-d~ s 15. NEW 2 8 0 P.V.C. CROSS DRAIN: 18 L.F. - - - , i _ _ ~ _8. .K 15 ~ ~ ~ * ~ 99.00 . . ~ ~ OF EXIST. ~ ~ ~ ~ SWAU: OF EXIST. - SWAU: 5 SCHEDULE OF PROPOSED TREES AN ~ ~ D SHRUBS 2 ~ . 4 N ACCORDMICE WITH (xTl' OF HOUSTON ORDINANCE Na 9'F SECTION 4'I• II~TAII AID MNNTAINt W 6 ~ ~ u 0 MARK QUAN. TYPE SIZE PgNT COUNT a NAME 11 12 CIH 20 SHRUB 5 GAL. 200 COPPER INDIAN HAWTH RN 1 0 E o " ~ LO 2 TREE 2-1 /2 CAL. 300 LIVE OAK ~ ~ ~~WS~ TOTA PINT • ~ ~ L 0 S. 500 ~ o `°a~~~ ^ S~ ~ W 98.75 8 ~~gW~ N 2~ I o "W ~ 2 9 N a . _S 11 CONSTRUC110N NOTES r I 316.00 PROPOSED ELEVATIONS i 6 { s~ DRAINAGE FLOW 13 14 r r - - ~ i 4f 98.50 10' 11'-6" !p_2. J r,~. N I _ - , = - - _ r.. - , SOUTH PROPERTY UNE ADDRESS: 112-114 HOLLEMAN DR. W COLLEGE STATION, TX 11840 DETAILED SITE PLAN C02 TAPE COLOR CODE cINGULAR WIRELESS C ■ C . ~ 1 2"0 RIGID 8. P.V.C. JUNCTION BOX: 2 REQUIRED. 1. TELEPHONE SERVICE CONDUIT: 1 EACH, 2 / GROUNDING KIT WEATHERPROOFING P.V.C. CONDUIT, SCH. 40, BURIED 12" BELOW GRADE. R N 3 9. E4UIPMENT SHELTER AND COAXIAL CABLE GROUND. G OU D ROOF " WIRE IN 1 1/2" P.V.C. CONDUIT, SCH. 40, BURIED 30" BELOW 6 2. ELECTRIC SERVICE CONDUIT: 1 EACH, 2 ~ RIGID P.V.C. 6 GRADE. . ' • CONDUIT, SCH. 40, BURIED 24 BELOW GRADE. RF CABLE GROUNDING KIT ~nnOVaL,~yC (ONLY ONE SHOWN FOR CLARITY) CnGInCC~In~7 4 ~ 10. GROUNDING AS PER LOCAL UTILITY COMPANY. ' 3. BUILDING/TOWER GROUND RING: #2 B.T.C. WIRE BURIED " T058"~x8'LG. 30 BELOW GRADE CADWELDED / 11. POWER POLE GROUND: GROUND TO BULDING OWER GROUND RING CABLE #2 AWG TIINN DLDS L71C~IGI7 TRAY SOLID COPPER WIRE ' COPPER PLATED GROUND RODS SPACED 12 (MIN.), 17 ' WITH ~2 SOUD B.T.C. WIRE CADWELDED TO 5/8"~ x 8' LG. COPPER SILICONE SEAL AT ENTRY POINT 2929 Briarpark, Suite ~ 329 MAX. ON CENTERS. IU)ING TOWER GROUND RING. • ( ) PLATED GROUND RODS OF THE BU / Hou§ton, Texas 77 42 IPJSULATOR ~2 GROUNDING LEAD .Tel.: (713) 782-6201 9 Fax : (713) 782-6806 ' 4. TOWER GROUND: MECHANICALLY GROUND TOWER USING _ _ " 12. GAS LINE TO GENERATOR: 1 1 /4"~ COPPER TUBING IN 2" 0 2 B.T.C. WIRE TO A 5/8 ~ x 8 LG. COPPER PLATED " # SCH. 40 PIPE, TESTED IN PLACE. BURY GAS LINE 18 BELOW ANTIOXIDANT PASTE r ` REV /DATE DESCRIPTION • ; ~ • 6 GROUND RODS OF THE BUILDING/TOWER GROUND RING. FINISHED GRADE. 6 ~ 7 5. rENCE GROUND: GROUND TO BUILDING/TOWER GROUND RING 13. LPG TANK GROUND: MECHANICALLY GROUND LPG TANK WITH #2 AT TWO PLACES WITH #2 SOLID B.T.C. WIRE ATTACHED WITH TIN PLATED COPPER GROUND WIRE. CADWELD GROUND WIRE TO . STAINLESS STEEL /NUTS, BOLTS & WASHERS Q e " , ~JOUBLE HOLE LUGS AND CADWELDED TO 5/8 0 x 8 LG. BUILDING OWER GROUND RING. MOUNTING BRACKET Q COPPER PLATED GROUND RODS. 14. STANDBY GENERATOR GROUND: USE #2 B.T.C. WIRE CADWELDED TO ' EXOTHERMIC WELD 6. FENCE CORNER GROUND: AT EACH CORNER USE #2 B.T.C. " A 5/8 ~ x 8 LG. COPPER PLATED GROUND ROD OF THE DRERNAL (MOUND BAR DETAII ~ WIRE ATTACHED WITH DOUBLE HOLE LUGS AND CADWELDED IN . " BUILDING/TOWER GROUND R G FLOOR TO 5/8 0 x 8 LG. COPPER PLATED GROUND ROD. ~-1" ELEC PVC CONDUIT A POST GROUND: AT EACH POST USE 2 SOLID B.T.C. 7. GTE ~ ~ (,C1LIPPED TO SHELTER SIDES, MIN • WIRE ATTACHED WITH DOUBLE HOLE LUGS AND CADWELDED ~-EXOTHERMIC WELD TO GROUND RF TEAM LEADER TO 5 8" ~ X 8' LG. COPPER PLATED GROUND ROD. / RING PROVIDE A FLAT BRAIDED COPPER GROUND STRAP BETWEEN REAL ESTATE DEPARTMENT POST AND GATE. PROJECT MANAGER CONSTRUCTION DEPARTMENT BULK HEAD GROUNDING NOT TO SCALE TOWER CONSULTANT VJ 6 SCREW PLUG 7 \ ~ ( 6 If F W - 6 x, 24 ; LONG ~ F PVC~SLk~VE 10 LPG s • • ...r ~ N ~ / ~ ' , ~ , . 6 i ~ t ~ , } ~ ~ i . • • a ' • Ha ~ fix? ~s ~ ~ f< 1 TJ C l7 m • COPPER (TINNED) WIRE ~ ' ~ ' " " 3 \ • i 12 ~ . EXOTHERMIC WELD WIRE TO GROUND ROD ' 5/8" x 8' COPPER ' VI a CLAD GROUND ROD UE/UT ~ ' ' • 9 . ~ ~i . ' 1 y ~:I: a • ~:I. • I:I; 5 i • • 1~ N 1 { I'I, ' 11 6 X16 ` ' I , I• y ' CINGULAR WIRELESS a ' EQUIPMENT SHELTER i I ~ I, ~ . ~~I' ' ,g 8 I:I: I:I~ P.V.C. UNCTION BOX NOT TO SCALE OFT ~ . I;I: v, Q ' , l7 P~ .....~_11 I ; i. • . I ; 1 ' I~~. 13 i ~ • JOSEPH S. ABBOUD i Lu......uuu.u..• ~ :a • ~ I:I: ~~I+~~;. X698940.., g ' I;I' As ~ S.i yT, `S ~ENSE ~~r . r..-~ GAS ~ GAS GAS GAS ~ GAS ~ 5 GEN 14 S i PATCH TO MATCH EXISTING GROUND TL# SEAL APPEARING ON THIS DOCUMENT ~ GA AS GAS GAS G 1~_G" WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E. MINIMUM TRENCH 69894 ON-.Q2~--_.._ EXISTING GRADE s i\% I ~ I-I ~ I-I ~ I-I ~ 1-1 I I Cq,~pACT FlLL (907f7 PRINTED DATE: 12/17/('' ~\\~i\ I1=1I1=1 I 1=1 I 1=1 WARNING TAPE DRAWN BY: V.M. III=1 11=1 I I-1 I= o ~'-D" BELOW GRADE iii I I=1 I I=1 i l ~`%i\! a \~j~- UNEXCAVATED CHECKED BY : J.S.A. \ ~ . , ~ • ~ , BACK FlLL W/ SOIL 6 ~ FROM TRENCH UTILITIES PLAN ' . • • ~2 AWG BARE SOLID COPPER (TINNED) ~ ` t ~ WIRE GROUNDING RING EXOTHERMIC LS~TE ~q y \ \ WELD GROUNDING WIRE 0 GROUND RODS \\%\\j\\j\\j\\\ \\j\\j\\\%\~j~~\ ~iviiviiviiv r ~i !r,v!~ 501~~~~~ \~~A/~A VA ~ 5/8 x 8 COPPER N i CLAD GROUND R00 A~~E$$ ; 419.11d Flnf I Fru14N FlR W r" COLLEGE STATION, TX 77840 I ~ U~ UTILITIES SITE PLAN a° Eml SCALE: 1' - 5'-0' ROUND RING TRENCH NOT TO SCALE CINGULAR Wlri~tw r G ■ C 1. TELEPHONE SERVICE CONDUIT: 1 EACH, 2 1/2"0 RIGID 8. P.V.C. JUNCTION BOX: 2 REQUIRED. GROUNDING KIT WEATHERPROOFING 3 P.V.C. CONDUIT, SCH. 40, BURIED 12" BELOW GRADE. 9. EQUIPMENT SHELTER AND COAXIAL CABLE GROUND: GROUND ROOF 6 " WIRE IN 1 1/2" P.V.C. CONDUIT, SCH. 40, BURIED 30" BELOW g , , , , , , , . 2. ELECTRIC SERVICE CONDUIT: 1 EACH, 2 ~ RIGID P.V.C. RF CABLE GROUNDING KIT ~nnova~~v~ N IT SCH. 40 BURIED 24" BELOW GRADE. GRADE. CO DU , 4 (ONLY ONE SHOWN FOR CLARITY) cnG~_ncc~~nG 10. GROUNDING AS PER LOCAL UTILITY COMPANY. • 3. BUILDING/TOWER GROUND RING: #2 B.T.C. WIRE BURIED : 30" BELOW GRADE CADWELDED TO 5/8" 0 x 8' LG. R POLE GROUND: GROUND TO BULDING TOWER GROUND RING CABLE #20AWG 11NN DLDS ~C,IGn 11. POWE / COPPER PLATED GROUND RODS SPACED 12 (MIN.), 17 WITH 2 SOLID B.T.C. WIRE CADWELDED TO 5 8"0 x S' LG. COPPER TRAY SOLID COPPER WIRE 2929 Briarpark, Suite ~ 329 # / • MAX. ON CENTERS. SILICONE SEAL AT ENTRY POINT Houston, Texas 77 42 • ( ~ PLATED GROUND RODS OF THE BUILDING/TOWER GROUND RING. 9 • INSULATOR ~2 GROUNDING LEAD Tel : (713) 782-6201 Fax : (713) 782-6806 • 4. TOWER GROUND: MECHANICALLY GROUND TOWER USING „ 12. GAS LINE TO GENERATOR: 1 1/4"0 COPPER TUBING IN 2" 0 #2 B.T.C. WIRE TO A 5/8 0 x 8 LG. COPPER PLATED A BURY GAS LINE 18" BELOW SCH. 40 PIPE, TESTED IN PL CE. ANTIOXIDANT PASTE r ` REV /DATE DESCRIPTION ~ • • 6 GROUND RODS OF THE BUILDING/TOWER GROUND RING. 6 ~ FINISHED GRADE. 1 ~ ~ 5. FENCE GROUND: GROUND TO BUILDING/TOWER GROUND RING 13. LPG TANK GROUND: MECHANICALLY GROUND LPG TANK WITH #2 STAINLESS STEEL g AT TWO PLACES WITH #2 SOLID B.T.C. WIRE ATTACHED WITH TIN PLATED COPPER GROUND IMRE. CADWELD GROUND WIRE TO DOUBLE HOLE LUGS AND CADWELDED TO 5/8" ~ x 8' LG. BUILDING OWER GROUND RING. /NUTS, BOLTS & WASHERS 0 COPPER PLATED GROUND RODS. MOUNTING BRACKET Q 14. STANDBY GENERATOR GROUND: USE #2 B.T.C. WIRE CADWELDED TO EXOTHERMIC WELD Q 6. FENCE CORNER GROUND: AT EACH CORNER USE #2 B.T.C. A 5 8" ~ x 8' LG. COPPER PLATED GROUND ROD OF THE / WIRE ATTACHED WITH DOUBLE HOLE LUGS AND CADWELDED R ND RING. „ BUILDING/TOWER G OU EXTERNAL GROUND BAR DETAIL FLOOR TO 5/8 ~ x 8 LG. COPPER PLATED GROUND ROD. 1" ELEC PVC CONDUIT (CLIPPED TO SHELTER SIDES, MIN 7. GATE POST GROUND: AT EACH POST USE ~2 SOLID B.T.C. WIRE ATTACHED WITH DOUBLE HOLE LUGS AND CADWELDED ,,ll RF TEAM LEADER E~(OTHERMIC WELD TO GROUND TO 5/8" 0 x 8' LG. COPPER PLATED GROUND ROD. RING PROVIDE A FLAT BRAIDED COPPER GROUND STRAP BETWEEN REAL ESTATE DEPARTMENT POST AND GATE. PROJECT MANAGER CONSTRUCTION DEPARTMENT BULK HEAD GROUNDING NOT TO SCALE TOWER CONSULTANT rr^^ ♦V / VJ W ~ 6 SCREW PLUG ~ 7 / ~ W ~ ~ ~ \/\\j\\/\\j \\/\i%\\/\\/ ~ o 6 Z ~ PVC SLEEVE ~ ~ 10 w N ~ x < a iw , F ~~r ~ 1 1 . ~ " ~ , A ~,r°~ ras , .r,,,,_ 1 Y i. , , . . • N ~2 AWG BARE SOLID • • • • , a C e ~ COPPER (TINNED) WIRE ~ - ~ 3 ~ --Q 1 2 ~ ~ ; EXOTHERMIC WELD WIRE TO GROUND ROD 5/8' x 8' COPPER . . . y CLAD GROUND ROD . a UE/UT • g ~ • 1: I. 1 :I: C~---~--y • I.I. ; • 5 ; „ I:I. , 11-6 X16 , ' CINGULAR WIRELESS I ; I: ; Vl ' EQUIPMENT SHELTER ~~I; ~ • ' I:I; ' 8 : 9 I:I' . ; I~ P.V.C. UNCTION BOX NOT TO SCALE pF t 1 v, I~I. a -PEE.... F~~~ , ~ I:I• I~~• i • I:I; ,J ,JOSEPH S: ABBOUD I:. 13 ~f~° ~ 69894 : 4~i~~ ~J : I ~ I ~ li GAS ~ ~ Si +~~~FS~!~eNS~o .•~~M. • i GA - ~ GAS _ p$ ~.G , GAS S~~ GA .•O. s~ 6 5 GEN 14 i GAS PATCH TO MATCH EXISTING GROUND THE SEAT, APPEARING ON THIS DOCUMENT GAS ~~_g• WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E. - AS GAS GAS - G MINIMUM TRENCH 69894 ON ~T e2 EXISTING GRADE j~~//~~ I ~ 1-1 11=1 ~ 1=1 ~ I i I I I I ~ -COMPACT FlLL (907 PRINTED DATE: 12/17/01 I I-III-11 III ~ WARNING TAPE III-III-III=1 I I- 0 1'-0" BELOW GRADE DRAWN BY: V.M. I I-1 I I-1 I I N \ ~ UNEXCAVATED CHECKED BY J.S.A. • ' ~ ~ ' BACK FILL W/ SOIL 6 \\/\~FROMTRENCH UTILITIES PLAN / ~ ~ ~ ~ . ~ / ~ ~2 AWG BARE SOLID COPPER (TINNED) / / ~ ~ ' ~ / ~ WIRE GROUNDING RING EXOTHERMIC « ~ ~ . • ~ ~ ~ • WELD GROUNDING WIRE 0 GROUND RODS CELLSITE # 517 v v ~ ~ ~ ~/v/~~~//~~' \\//i\//i//i//i i//i/!%~'/~ SOUTHLAND ~ 5/8" x 8' COPPER N i. CLAD GROUND ROD ADDRESS ; uni i cue►i no uu I IL I IIf f7VLLLIfU114 vi n COLLEGE STATION, TX 77840 UTILITIES SITE PLAN Eml SCALE: 1 5'-0" i GROUND RING TRENCH NOT TO SCALE ICINGULAR WIRELESS ~n►+Y e ' M Hearne ' Y ~j Cameron I ' ■ a C Huntsvil Rockdale 0 r allege Station 2 ~nne~~r~«v o Caldwell aylor o Cn~7~nCC~~n~.7 SITE LOCATION WII I IS ~ ~ ~ n 0 OVOSOta • 2929 Briorpark, Suite # 329 Elgin Conroe Houston, Texas 77u42 o Tel : (713) 782-6201 Fax : (713) 782-6806 REV /DATE DESCRIPTION Giddings oBrenham 6 The Woodlands oBastrop Tomball, Spring 1Q 7/09/02 CHANGED TOWER HEIGHT FROtiI 120' TO 116'. HQrr~astP n n ~L # r 1t~ ~ rs_ ~ ~ - ~ i t r 1~ Y~ 11 a. 1 IREL~SS W t ~ ► s ~1 1 r... _ S1TF NAME l~ r SOUTH LAN D NEW EQUIPMENT SHELTER & NEW ANTENNA ARRAY ON A NEW 118' A.G.L MONOPOLE TOWER D SITE NUMBER .r - SITE No. 517 C u - - - ~ li L.~. - . ~ ~ ii.... - - - _ r~~ SITE NAME ~1 ~ -G{t T ~r ENGINEERS : THE FOL~.OWING PARTIES HEREBY S 0 U T H L A N D APPROVE"-AND ACCEPT THESE ~E ~ r ~1 'D'D"CUI~FU'f'S x+;~ I~;UTH~7R"f'LE THE SITE NUMBER CONTRACTOR TO PROCEED WITH CELLSITE No. 517 'C THE CONSTRUCTION DESCRIBED t HEREIN. ALL DOCUMENTS ARE SITE ADDRESS SUBJEC~ TO REVIEW BY THE LOCAL BUILDIN~ DEPARTMENT AND MAY 112-114 HOLLEMAN DR. W - ~I~II~IOVi~L~VC IMPOSE ~HANGES OR MODIFICATIONS. COLLEGE STATION, TX 72840 en~:n~~~:n~ ~ SITE COORDINATES . i ~e~:Gn 2sz9 s~o~a~k, s~~te 329 LATITUDE 35° 35' 44.8" N Houston, texas 77oas LONGITUDE : 96° 19' 53.1" W Tel (713) 782-6201 Fax (713) 782-6806 LANDLORD ANTENNA AZIMUTHS: ■ suRVeroRS : SECTOR "A" = 0° TN i ~ArE SECTOR "B;" = 120° TN SECTOR = 240° TN ii i - i APPLICANT : ~ t r~. L, ~ CINGUCAR WIRELESS CII~GULARWIf~ELESS Cobb, Fendle & Associates, Inc. Y j ~ - - - ~ Professional Engineers ONE WEST LO(tiP SOUTH, SUITE 300 . ~ - L_.,. ti Registered Professional Land Surveyors DATE HOUSTON, TX 7027 ~ - ~znn u.dre~., c~~tf. dnn Houston. Texas 77040 _ u C (713)462-3242 OFFIGE NO. ((13) 6OU-11IRM I I CALL 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST. I I OR Tol POWER ENGINEERING SERVICES -INDEPENDENT LOCATOR CONSULTANT TEAM s APPROVALS PROJECT SUMMARY (210) JECT # 01-020-0048 590-4936 6 g -vt 3 • t~2. Q o~~ ~A 15~'~je~glty 9~6 J An a~ Ot . P o'` r~0~`ec~ ®J 215 n 400 3~~ S(te A"s Scale: 1"=40' ~ y ~ pkW . $outhWeSt College Station °°h % F.M. 2818 ~ LLEMAN HO LEMAN DRIVE (so' R,o.w.) 3 ca • N 41'59'33" E~t76.24' C6 199.24' k ; C5J Q Q e O ~1 • ~ i L e 1 e p q~ q e IL®U U~ ^ ~q L®~ U( O .I 10' UTILITY EASEMENT J VOL. 1078, PG. 284 M,R.B.C, L ro ~ 25' ACCESS EASEMENT ~ 3 VOI. 1078, PG. 284 M,R.B.C. r 0 .1 O ~t~ _ f UNE TaBIE NCE z 20' i LINE FARING DISTa • ,13 ~ L1 S 48 00 19 E 22 L2 $ 66'40 30 E 1 10.56 10' PUBLIC UTILITY EASEMENT L3 S 3159 08 E 29.44 voL. asa9, PG. s1 s' Chain Link Fence L4 S 4755 38 W 20.05 M.R.B.C. L5 N 37 59 08 w 30,87 N 48'00 19 W 25.42 N 41.59'41" E~215s9' L6 •'4. L7 N 41'59 41 E 20.00 ~a ' , LS S 42'03 43 W 69.67 L9 N 37'59 08 W 40.00 ' 4_0.00' ' f'• i. 1 N 4155 38 E 68.80 L 0 30' WIDE DRAINAGE--^ L11 S 37 59 08 E 32,86 L®~ EASEMENT .Y L12 $ 39'27 44 E 120.41 VOLUME 1819, PAGE 3fi ~ 7' 'rt # • 35.24 I~®T ~ D.R.B.C. ~ L13 S 82 59 22 E • 14.14 L14 S 37 59 08 E x N 37'59'08" W 25,86' ° nN L15 ~ 1 i ' Q' ~ 1-Story W~' GC! ` ' ` ~o` a, Metol Building ~ I 3 'oo V TABLE ' a CURE a HORD BEARING do DISTANCE CURVE Q RADIUS LENGTH C , r , . + n + O ~ (~0 W^~ 1 i i n t , ~ , n + tl~ h ~`_~~~-z54 , n ~4 ~ GCS CCC REALTY PARTNERSHIP Q , 46 ~4 0 / _ p 0 0 4 9 N 06.59 3 LOT ONE R (tR) G4 00'4 '39 .12.51 N 42 21 31 E~12.51 ~ VOLUME 1556, PAGE 18 • N 813 04 W~38.12 a D.R.B.C. C5 99.2109 43,35 ~ • 158,47 N 4T 19 54 E~ 158.30 m C6 09 13 07 984.93 w ° ro , 2 0° i t -'~L• : ' F v Aspho t~ ~0 a U i D° C U ~ 0 V n n . SEE INSET A N 5~ ~ e T20F2 ~ ti (SHEE ) N 37 54 30 W ~ , N S2.0p, ~ Set PK No,f 0 3 10.00 a 8 E ~ G ~o ~ ` 154,0 ~ Back of Curb Set PK Narl Q ~ , a 5 ~ G1 ~ a a ~ o° ~S 52p r n • TRACT 3 ,~0 ry® 38 W~' ~ set K N . t l~ ~ Cif • , 1a 14.92' ~ ~i UTILITY LEASE EASEMENT ~ ~ ~ ~ ~ 1~ U M To ® ~ a• P of ® 1902 SQ. FT. 10.0437 AC,~ F~ ` ti eo~,k r . r ~ a Ea h , WJ L4 A Leh N 82 59 22 20' UTILTY EASEMENT 41.10' ~ °j ti L14 ~ VOL. 1078, PG. 284 \ ~ ~~a P~0 9^ ~ ~ ~etention Pon a o, M.R.B.C. P,O 0~ ~i ~ ~~T_. TRA T ^ ~ 9~~ ~~ti ~ ,r,y,~y/a~ °'0 ~p L8 L y 9 a I P.0 O a Heod Wail ti °j ~6/ i i BRA LEGEND a ~ ~ 6 h a o I[ e P Anchor N 4'05'22" W~ i N 46'05'22" W 6 ~ 40.79' i I a ♦ Power Pole Fnd. 5/8" I.R. (l; 38.54' ~ _ ~ " ~ $ ,e 4 Pipe Stub Out \ x x x x _ N OH Overhead Electric S a3'54'38 w~784,03' c 4 Sign f rtrt g ' ~y ° x EUNICE WILLIAMS ~ 5.06 ACRES NOTE : A VOLUME 277, P GE 300 i n TAT ALL TRACT CORNERS 1 THROUGH 5) UNLESS NOTED D.R,B.C. IN MY F ti ~ 1. 5/ IRON RODS MY11H CAPS SE ( FACTS I OTHE WISE. Barbed Wire Fence LOCATI-V LOCATIVE 5UKVtT GUNUUU1tU UNULIS ml zVrcrcvwiv.. v. OWNER SEPTEM i ® 2. A BEARINGS SHOWN HEREON ARE BASED ON THE AMENDING PLAT OF REGENCY SQUARE AS SEPTEMBER 18, 2001 AND THAT THIS SURVEY SUBSTANTIALLY COMPLIES WITH THE CURRENT TEXAS GCS/CCC REALTY PARTNERSHIP REFERENCED. POINTS "A" AND "B" SHOWN HEREON WERE ROTATED TO A PLAT BEARING OF S SUBSTA SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND 37'5 48» E. POINTS »B» AND "C" WERE HELD TO DETERMINE THE SOUTHEAST LINE OF SAID x SOCIETI - a SPECIFICATIONS FOR A CATEGORY 3, CONDITION II SURVEY. LOCATION AME G PLAT OF REGENCY SQUARE. POINT "A WAS HELD FOR POSITION. SPECIFiI g 112-114 HOLLEMAN DRIVE ES. 3. ^ IS PROPERTY IS ZONE »X», AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN 2001 WITNESS MY HAND AND SEAL THIS 3RD DA OCTO F 2001 AT HOUSTON, AS D LINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP WiTN WITN A NO. 4041CO144C DA 7D JULY 2, 1992. ELEVATIONS WERE OBTAINED ON THIS PROPERTY, BUT ARE C, 4P;~GisrRF~9 Cobb, Fendley & Associates, Inc. 'P os t NOT iCTE'RENCED TO THE FLOOD PLAIN DATUM. ELEVATIONS SHOWN HEREON ARE ASSUMED. 4 A.,,.,~RA , INFJRatADGN FOR THE SUBJECT PROPERTY SHOWN HEREON IS BASED ON v . . 7 STEVEN LEE WRIGHT Professional Engineers a ABS+ ,-.:I'OR'F- CERTIFICATE. NO. 44-970. PREPARED BY L. FORD CLARK, INC. ISSUED ON STEVEN STEVEN LEE WRIGHT ; Registered Professional Land Surveyors REGISTERED PROFESSIONAL LANG SURVEYOR p46 4823 r- Q, 5300 Hollister, Suite 400 (713)462-3242 Houston, Texas r SEP`MPFr k!,. 2001. tURVEYOR DID NOT RE,SE`ARCH SUBJECT PROPERTY TITLE INFORMATION. STEVE E "r 0 N0, • • . • • ~y DRAWN BY DATE 10/3/2001 SHEET 1 OF 2 REVI' 5 c wi TO A MATES AND BOUNDS DESCRIPTION PREPARED BY IS REFE R SURD ® REVISED JULY 30, 2002: REVISED TRACT 5. CAT r 9t A~;SOC'ATES, t,qC;. DATED OCTOBER 3, 2001, AND REVISED JANUARY 7 2001 ® REVISED JUNE 7, 2002: ADDED NEW SUBDIVISION PLAT, SCALE 1"=40 F.B. NO. 1391 DESIGNED BY ?01111 AID JULY ~D. 2002. t REVISED: JANUARY 7, 2002: ADDED TRACTS 4 do 5. RC CHK'D BY SLW PROJECT NO. 01-02-163-01 F. `3 HOLLEMAN D RIVE .N DRIVE f Qb~ R.o.w.) S 41'59 4 S 41'59 41 W~349.34 REF. PT,-TRACTS 1 THROUGH 5 NORTH CORNER OF LOT 2R w . a~ LOT ft a " LOT 2R TRACT 4 N 52 05'17" E P TOWER ACJ 4 0,75' SITE TRACT 4 3 . " 6 SQ. FT. N 40 57 41 W ~ 1 ti 6,00 S 40'57'41" E S 49'02'19" W~6.~J' ~ 6.00' LIB ~J j' P 8 -TRA T ~ 9~ L C 5 N 49 02 19 t 4 10.09' ~ 10'24'20" Bock of R=35.00' Cur L=6.36' CH=S 32'46'58" E a 6.35' ~ TRACT 3 a 3 x "a w 0 ~ i a ~ 0' h ~ - - - ~ ~ o TRACT 2 TRACT i ,~w ~ ~ 6 2 CEII SIZE IEASE EASEMENT ~ 9 1 DESCRIPTION OF A 1RACT OF LANG CONTAINING ~9 2,500 SQUARE FEET (0.0574 ACRES) SITUATED IN 1HE CRAWFORO BURNETT SURVEY, A-7, BRAZOS COUNTY, N~~.. ~ TEXAS Being a tract of land containing 2,500 s uare feet 0.0 " W ~ h q ( X74 acres) situated t e Crawford Burnett Survey, A-7 in Brazos County, T§1<os, and bein out r of Lot 2R, Amending Plot of Regency Square, o subdivisi®h recorded i n Volume 4649, Page 81 of the Map Records of Brazos C ~N Whty, Texas, as ~ conve d unto GCS CCC Realt Patnersh b deed recce ~ ~ Pa a 15 f Y ~ y red k~ Volume 1556, ~ g o the Deed Records of Brazos County, Tcxos, S@id 2,500-square TRA n ~ . foot tract being more particularly described by metes and bounds os follow • CT 2 TRACT ~ s, ACCESS LEASE EASEMENT UNDERG UND LEASE EASEN~NT y COMMENCING FOR REFERENCE of a found 5/8-inch iron ►bd located in the L ~ w 1 1 aoutheost right-of-way line of Holleman Drive 60 feet wl 58~ SQ. ~T• AC. ( de fa the nor h P comer of said Lot 2R and the west c n ) t DESCRI TION OF A TRACT OF LAND CONTAINING a er of lot 1, PecgR Tree Estates 13,663 SQUARE FEET 0.3137 ACRES SITUA °j Subdivision, Phase I as recorded ih Volume 351, Poge 839 of the M ( ) TEO IN THE of Brazos County, Texas; op Records CRAWFORD BURNETT SURVEY, A-7, BRAZOS COUNTY, 0 e TExns ~ TRACT a THENCE South 37' 54' 48" East with the northeast Ilne 9f sold Lot 2R and Bein r the southwest line of said Pecan Tree Estates Subdivision, b distance of 9 a t act of land containing 13,663 square feet (0.3137 acres) situated ~ in the Crawford Burnett Survey, A-7 in Brazos County, Texas, and being out 549.09 feet to a found 5/8-inch iron rod for the east corner of said Lot 2R, of Lot 2R Amendin PI f the south corner of Lot 9 of said Pecan Tree Estates Subdivision the wes Vol m 4~ 9 at o Regency Square, a subdivision recorded in caner of Lot 10 of sold Pecan Tree Estates Subdivisbn ah t u e 649, Page 81 of the Mop Records of Brazos County, Texas, os d the north corner conveyed unto GCS/CCC Realty Partnership by deed recorded in Volume 1559, + " of a 5.06-acre tract as conveyed unto Eunice W~liams by deed recorded in Pa a 15 of the S 52 00 52 W Volume 277, Poge 300 of the .Deed Records of Bratos CoUnl Texas' g Deed Records of Brazos County, Texas, Soid 13,663-square , ~ ~ - Y. foot tract Deing more particularly descrlbed by metes and bounds os follows; 9.57 THENCE South 43' S4' 38" West with the southeast line of sot d Lot 2R and COMMENCING FOR REFERENCE at o Iound 5/8-inch iron rod located in the OUTHWEST N 37'59'08" W the northwest Ilne of said 5.06-acre tract, o distance of X62.60 feet to a 16.25 point; southeast right-ol-way line of Holleman Drive (60 feet wide) for the north ~ RN R corner of said Lot 2R and the west corner of Lot 1, Pecan Tree Estates OF TRACT 1 Subdivision, Phase I os recorded in Volume 351, Poge 839 of the Mop Records ; a THENCE North 46' OS' 22" West, o distance of 40.79 feel to a 5/8-inch of Brazos Count T x " " y, a as, INSET iron rod with cop set for the cost caner of sold tract herein described and the POINT OF BEGINNING; THENCE S h 4 ' SCALE:? "=10' out 1 59 41" West with the southeast right-of-way line of sold Holleman Drive and the northwest line of said Lot 2R, a distance of 162.22 THENCE South 42' 03' 43" West, o distance of 69.67 feet to 0 5/8-inch feet to a set X-cut in concrete f r Iron rod with Cap set for the south corner of sold tract herein described; descrlbed tract and h o the north comer of said tract herein t e POINT OF BEGINNING; TRACT 3 UTILITY LEASE EASEMENT THENCE North 37' S9' 08" West, o distance of 40.00 feet to a 5/8-inch THENCE South 48' 00' 19" iron rod with cop set for corner of 0 1,902-squae foot treat Tr Eost, o distance of 22,13 feet to o set X-cut in south corner f ( act 3), the concrete for corner of said tract herein descrlbed; 0 0 13, 663-square loot tract (Tract 2) as described by metes DESCRIPTION OF A TRACT OF LAND CONTAINING and bounds description prepared by Cobb, Fendley do Associates, Inc. dated THENCE South 66' 40' 30" East, a distance of 110.56 f 1,902 SQUARE FEET (0.0437 ACRES SITUATED IN TH eet to a set X-cut In } E October 3, 2001, Revised June 7, 2002, and for the west corner of sold tract concrete for corner of said tract herein described• CRAWFORD BURNETT SURVEY, A-7, BRAZOS COUNTY herein described; TEXAS ' " THENCE South 38' 00' 14" East, a distance of 269,83 feet to - THENCE North 47' S5 38 East, a distance of 68.80 feet to 0 5/6-mch in concrete for corner of said tract herein de ri a set X cut Being o tract of land containin 1 902 s uor f Iron rod with cop set for the north caner of said tract herein described; curve to the ri ht• sc bed and the beginning of o the r wf r r 6 q e eet (0.0437 acres) situated in g C a o d Bu nett Survey, A 7 in Brazos County, Texas, and being out of Lot iR and Lot 2R, Amending Peat of Regency Square, a subdivision recorded ?HENCE South 37' S9' D8" Eost, a distance of 32.8 f 6 eet to the POINT OF THENCE in a southwesterly directi~ with said curve to the right whose in Volume 4649, Page 81 of the Mop Records of Brazos County, Texas, as BEGINNING and contalning 2,500 square feet (0.0574 acres) of loud, more or radius is 55.00 feet and whose central on le is 90' 00' DO" chord be r conveyed unto GCS/CCC Realty Partnership b deeds recade in V less. South 9 ( o s Poe 18 and V I m Y d olume 1556, 06' S9 46 West, o distance of 77,78 feet) for curve length of 86.39 9 ou a 1556, Poge 16 of the Deed Records of Brazos County, Feet to o set X-cut in concrete for caner of said tract herein described and Texas. Said 1,902-square foot tract being more particularly described by the point of tangency, metes and bounds os follows: THENCE South 51' S9' 46" West, a distance of 142.33 feet to o set PK nail COMMENCING FOR REFERENCE of a found 5/8-Inch iron rod located in the for corner of said tract herein described and the beginning of o curve to the southeast nght-of-way line of Holleman Drive (60 feet wide) fa the north - - j left; caner of sod Lot 2R and the west comer of lot t, Pecan Tree Estates _ Subdivision, Phase I as recorded In Volume 351, Poge 839 of the Mop Records THENCE in o southwesterly direction with said curve to the left whose of Brazos County, Texas; radius is 15,D0 feet and whose central angle is 89' S8' S4" (chord bears - - r. South O7' 00' 19" West, a distance of 21,21) for a curve length of 23.56 feet THENCE South 37' S4' 48" Eost with the northeast line of said Lot 2R and to a set PK nail for corner of said tract herein described and the point of the southwest line of said Pecan Tree Estates Subdivision, a distance of of 9+~1• - tangency, 549.09 feet to a found 5/B-inch iron rod for the cost corner of sold Lot 2R, the south corner of Lot 9 of sold Pecan Tree Estates Subdivision, the west THENCE South 37' S9' 08" East, a distance of 29.44 feet to o set 5/8-Inch corner oI lot 10 of sold Pecan Tree Estates Subdivision and the north comer I iron rod with cop located in the northwest line of o 2,500-square foot tract of o 5.06-acre tract os conveyed unto Eunice Williams by deed recorded in i . (Trott 1) described by metes and bounds description prepared by Cobb, Volume 217, Poge 300 of the Deed Records of Brazos County, Texas; Fendley do Associates, Inc. doted October 3, 2001, and Revised June 7, 2002, " for corner of sold tract herein described THENCE South 43' S4 38 West with the southeast line of said Lot 2R and the northwest line of said 5.06-acre tract, a distance of 332.24 feet to a THENCE South 4T 55' 38" West with the northwest line of said point; 2,500-square foot tract, a distance of 20,05 feet to o set 5 6-inch it n with cop for the west corner of s i / o rod THENCE North 46' 05' 22" Wes„ a distance f a d 2,500-square foot tract, o corner of a o 36.54 feet to o point for the t 1,902-square foot tract (Tract 3) described by metes and bounds description south corner of o 2,500-square foot tract (Tract 1) described by metes and prepared by Cobb, Fendley do Assoaates, Inc. doted October 3, 2001, and bound description prepared by Cc•bb, Fendley & Associates, Inc, dated October Revised June 7, 2002, fa the south corner of said tract herein described; 3, 2001, Revised June 7, 2002; THENCE North 37' S9' OB" West, a distance of 30.87 feet to o set 5 8-inch THENCE North 37' 59' 08" West with the southwest line of said iron rod with ca for corner of sold tra ~ 2,500-square foot tract o distant P ct herein described and the beginning a of 25.86 feet to a 5/8-inch iron rod of a curve to the right; with cap set for the east corner of said tract herein described and the POINT OF BEGINNING; THENCE in a northeasterly direction with said curve to the right whose radius , s V is 35.00 feet and whose central angle is 89' S8' 54" (chord bears North 07' THENCE North 82 59' 22" West, o distance of 41,10 feet to a set 5/8-inch 00' 19" East, o distance of 49.49 feet) fa o curve length of 54,97 feet too iron rod with cop for corner of said tract herein described; set PK nail for corner of said tract herein described and point of tangency, THENCE South 52' 00' 38" West, o distance of 149.92 feet to o set THENCE North 51' S9' 46" East, o distance of 142.33 feel to o set X-cut in 5/8-inch iron rod with cop for the south corner of said tract herein concrete for corner of sold tract herein described and the beginning of a described; curve to the left; _ THENCE North 37' 54' 30" West, o distance of 10,00 feet to a set 5 8-in h iron rod with ca for the west corn r / c THENCE in a northeasterly direction with said curve to the left whose radius P e of said tract herein described; is 35.00 feet and whose central angle is 90' 00' 00" (chord bears North 06' . 59' 46" East, o distance of 49.50 feet) for o curve length of 54.98 feet to a THENCE North 52' 00' 38" Eost, a distance of 154.05 feet to o set X-cut in Y set X-cut in concrete (or corner of said tract herein described and point of concrete fa caner of sold tract herein described; ~ ~ f~l tangency, THENCE South 82' S9' 22" Eoat, o distance of 35.24 feet to 0 5 8-inch i iron rod with co set for th w / ?HENCE North 38' 00' 14" West, a distance of 264.72 feet to a set X-cut P e est corner of a 2,500-square foot tract Ls in concrete for corner of said tract herein described; (Tract 1), the south corner of o 13, 663-square foot tract Tract 2 os - wu%j vy mesas ona oounas aescnption prepared by Cobb, Fendley & THENCE North 66' 40' 30" West, a distance of 108,74 feet to o set X-cut Associates, Inc. dated October 3, 2001, Revised June 7, 2002- and for the ~ do I in concrete for corner of said tract herein described; west corner of said tract herein described; THENCE North 48' 00' 19" West, a distance of 25.42 Feet to o set X-cut in THENCE South 37' 59' 08" East with the southwest line of said 2,500- OF concrete located In the southeast right-of-woy line of said Holleman Drive a nd cosquare foot tract, a distance of 14.14 feet to the POINT BEGINNING f and the northwest line of said Lot 2R, for corner of said tract herein and containing 1,902 square feet (0.0437 acres) of land, more or r less, described; ~ _ THENCE North 41' 59' 41" East with the southeast right-of-way line of said Holleman Drive and the northwest line of said Lot 2R, a distance of 10.00 . feet to the POINT OF BEGINNING and containing 13,663 square feet (0.3137 acres) of land, more or less. ~5 } • ■ 1, Site Preparation shall consist of stripping any existing grass, tree roots, debris, C LATITUDE : 35' 35' 44.8" N and organic top soil. The exposed subgrade shall be proof-rolled to detect local weak areas which should be excavated, processed, and recom acted in loose • " P LONGITUDE : 96 19 53.1 W lifts of approximately eight-inch thickness. In the floor slab area, subgrade soils - an any structural fill shall be compacted to a minimum of 95% of the maximum standard densit ASTM D-698-78 at a moisture conten wi ~ THIS PLAN IS SHOWN TO CLARIFY Y ~ ) t thin 2~ of optimum. Tree stumps, if present, shall be removed below the floor slab area CINGULAR WIRELESS WORK TO 0 VE ~K TO IOVERALLRSIT TIONSHIP OF PROPOSED InnOVa~~ • and the excavation backfill. E ONLY. ~ ~ zQ~,~,~,~, CLAIMS NO RESPONSIBILITY ~n~~n~~~~n~ 2. This property is zone "X", areas determined to be outside the 500 year floodplain as delineated on the Federal Emergency Management Agenc FOR THE LEGAL DESCRIPTIONS SH( SECTOR "A" = 0' TN Y Flood Insurance Rate Map No. 48041C0144C dated July 2, 1992. J~~~s S~N~~~ To sl IR~Y s~c~ ~ ~~~Gn FOR COMPLETE SITE INFORMATION. Elevations were obtain on this property, but are not referenced to the t. ' - - - =ice I flood plain datum. Elevations shoW;r hereon are assumed. SECTOR "B" = 120' TN Y 3. Location of Utilities is based upon best available information, and prior to i construction the contractor shall verify the actual locations in the field. The SECTOR "C" = 240' TN least of which shall be b tele honin the Under round Utilities Coordinatin Y P 9 9 g Committee 48 hours rior to excavation on site 1-800-245-4545. ZONIN P G R-1 H LLEMAN DRIVE(so' R.o.w.) 0 ~ ®R PT.-Tf _ 3 Set X'1 ~ ~ ~t Cut Fnd. S I.R. ~ L7 182.22 ~ N 41'5933' E~178.24 199.24' I 187.12' 1 / / / I I ( / / ~ -50'x100' DRAINAGE I ~ I~x' ~ / / EASEMENT I O I I I 25' B.L. QJ 25' B.L. - -~---------------t-----------------------~~ - ~ ~----~.-1071~~G-~M.R.B.C.1 - I 1 / / r ~ 1 I i I 1 / / I• ~ I I I ~Ci I / 1 / / Q ~ ~ ` I I / / I p P p r I / 1 ~ 1 I I I / I r nd. 5/e" LR. J , Q, I i I / / 10' PU~BIIC UTILITY EASEMENT Z ~ G r I i I / ~ Stm./Manhole OL 4649, PG. 81 I P , I / / / M.R.B.C. ~ -1 G' LOT 17 I I J I, o G I I r- Z I g (b ~ ~ ~ ~ I I I . _ 6540 30 W I 2 6 . J ~ ~ ~ , 10' UTILITY EASEMENT I ~ ~ - 108.74 G I VOL. 1078, PG. 284 I L I " ~ ~ I~ ,t.`~ r r i J ~ - m ~j I M.R.B.C. I C. I,, V • ~ I ' . ~ nd. 5/8' LR. ~ ONIN I G _ 25 ACCESS EASEMENT I WA ~ CaLEGF. ST ~ ~ LOT 18 ~ I VOL. 1078, PG. 284 I YQI.U~NE EASEM gnoN dI ~ ~ „ _ Ir m I%-1 • I M.R.B.C. ME 1730, pq ENT ~ 1 rh I D.R.B. ~ 334 .kl 1 I I c. Ile I I $ I I Ir o° 3 I ~ ~ I~ - - =~h: - I I I I 20' UTILITY EASEMENT ~ I r I VOL. 1078 PG. 284 Q 1 ~ I ~'~'i Lr~ ` I ~ nd S I.R. 10' PUBLIC U1ILITY EASEMENT I I M.R.6.C. ~ 1 ~ ~ VOL 4849, PG. 8i ~ r I I P'J ~ I, M.R,B,C. 8' Chain Link Fence ~ ~ I . r I I 4 G' I- ,Gn I P I ~D I ~ Q I txDE COLE N 41"59 41' EM215.89' I G I ~aUM ~EC~RI~ E SrA11 I I ~ ~ G' F1j3 ALE avr ~ 9 I. I ~ G I D•R0, PAGF~MEAaf n a I I D~ I •B•C. 328 4 n 3 I ~O I .I I A~ ~ I 40.00 I ~ G I 30 WIDE DRAINAGE ~ • I a" I r LOT 19 ~ Fi r nd. 5 LR. EASEMENT I ~ O I ao I r P►~' L T VOLUME 1819, PAGE 36 I Q O 2R O pj ' LOT 1 R D.R.B.C. ~ ~ I ~ r0 I I I ~ M N - ~ _ I I I, I N I I Ir r ' I I "N I: I I 5 ~T I I 1-Story t~ GCS/CCC REALTY PARTNERSHIP I: I I• ZONll\G I~' Metal Buildin W~a r~ a° 9 ~ ~ LOT TwO-R (2R) I : I Irg r I~ ~ VOLUME 1558, PACE 15 $ . ' , I ~ D.R.B.C. I: I I t nd 5/8' I.R. C-2 I ~ W ~ ~ I' I Z I. c 1 " I ~ ~ ~ M I,,~ I yE~ _ _ ~~f A ZONING I ' ► ~ =W GCS CCC REALTY PAR1tERSHIP ~ m r / _ I I : `^~a I ~ 4~ LOT d~E R (1R) J ' I w wa . ' VOLUME 1SS8, PAGE 10 Ir I I : I c~< ,u Iry -2 D.R.e.C. Y I • I i ~ I . ~ wM ai I I ~ I) ~y r m ~ I ~~na: 1 R~ I ~ I C I U~ O I o l d ~ I I I ` I - , r nd. 5/e" I.R. _ ~ ~Ci $ I o % « «I Z~ I~ r 1 T~ I o ~Aphd ' _ - , P' ~ _ • k I• I I P I. h _ J ~ Q I N~-__ I 8~ ~ 1 I 51'59'4 ' 1 - ~ 7 G N 3T54 30 YS✓ 6 E r I 9 I N 52' ~ I ~ G per ,0.00 0038 ea ~ PK Nap J - / Ir Q ~ I 154 E adc of Curb - i r ~ ~ .OS PK - / I NoM nd. b/e' I.R. r D~ ~ I 2 / I I ~i G I ~ " ~ cl` • I s 52.00. " / I r • ~Ci I 3 ~ . V I 149. Q W - Set N S 5159'46' / I r r P Q I 92 iiT oA W r ii J I ~ 142.33' ~=90'0000 I I I / °p' cr 9an r _ , / R=55.00' I NEW DRNEWAY PLAN ~ k _ / ~=es.39' I m I - _ I " I,m 8 r 20 UTIUTY EASEMENT~.I I _'~2 r CH=$ 08'59 46 W r. r VOL. 1078, PG. 284 I „ I.~Q Detali m tha Sheet • t:::•::;•:::;;:;•:~~ oak n.7s ~JI _ M.R.B.C. I I N 82'59'22 '!wi~;`;'~!,:~:;:;;::::::: ~ of ~ I ~ nd. 5/e' I.R. ' + 8" Oak I, I I ~ 41.10 •:t:;::~:;' I L~LS rr I l :z r I Detentbn Pond ~ O8. ~ O Ir I ~ :r:•::::::::::: O~ I 1 I I ...I..::::::.~ 20 UTILITY EASEMENT I 20' B.L. I Head y~ I I oP ~ Bank VOL. 1078, PG. 284 r ~ t _ I M.R.B.C. Ir I ~d 9 I -f- 20' B.L. FnQ S/8' LR. ~ I N 48T75'22" WJ j N 48'OS'2Y W - - - - - - - - - - - - - - - - 39.54' ~ 40.79' I I , i, 332.24' nd 5 IR S 4334'38' W»784,03' I i ~ 10 EUlNCE MAWAMS 5.08 ACRES i v~ 277, PAGE 3oD SEE ENLARGEMENT IN SHEET C.2 D.R.B.C. Barbed Wlro Fenee ZONING R-1 Distance from Tower to Centerline of Holleman Street = 456 Feet Distance from Tower to Southeast Property Line =118 Feet N ~ w• k--~ - 112.114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 ~ OVERALL SITE PLAN DRIVEWAY CROSS-SECTION SCALE: 1 50"-0* NOT TO SCALE CINGULAR WIRELESS f x':' .yr~: k ' ■ 1. 11'-6" x 16'- " PR 0 EFAB EQUIPMENT SHELTER. C 2. SITE•PREPARATK>N: SEE GENERAL NOTE i~ ON SHEET C.1. 1 3. NEW TOWER: 118' A.G.L. MONOPOLE TOWER. ~nnova~w~ 4 4. CHAIN LINK FENCE WITH SOLID SCREENING WOOD FENCE: 6' + 1' 9 GAUGE ( ) RX1 ~TZ1~ TA%2 RX2 'e11Gin~c~i~1G GALVANIZED CHA~I LINK FENCE WITH 2" LINE POST (2 3/8" O.D.), 2 1/2" CORNER POST (2 7/8" O.D.), 4" GATE POST (4 1/2" O.D.), 1 1 4" TOP RAIL / AND WITH A GALV. WIRE AT THE BOTTOM. INCLUDE A 16' GATE OF a~~~~n SIMILAR CONSTRUC110N WITH H. 2929 Briarpark, Suite ~ 329 D. HINGES AND LATCH ASSEMBLY (FULCRUM X2434 OR EQUAL). ALL TUBING SHALL BE S(~IEDULE 40 PIPE. SEE SHEET ~ Houston, Texas 77 42 f? TOWER ~ Tel : (713) 782-6201 D.1 FOR DETAN,S• T 0 P Fax : (713) 782-6806 5. POWER POLE YMTH METER & DISCONNECT: EQUIP FOR 200 AMP., 120/240 VAC, SINGLE PHASE SERVICE. , ~ ~ ~ REV /DATE DESgiIPT10N ~ ~ ~,~o~ Q ~/os/o2 aw~cm TOWER HEIGNT FROM ~~o' To »a 6. A f C` CONDENSER DRYWELL: SEE SHEET D.1 F - - - " OR DETAILS. ~ 7 .:UNDERGROUND COAX CABLE RUN. SEE DETAIL ON SHEET D.1. ~ Q ~/os/o2 w~oar DRIVEWAr FROG ~s' m ~f ADD IRRIIRRIGALAN ~API~~YOUT AND 8. 1 4" / COPijEER GROUND BAR FOR COAXIAL CABLES 2 REQUIRED . CHANGE CHAIN UNK FENCE TO SOLID ( ) , 4 7/0!i/Ol SCREEMNG WOOD FENCE. c 9. SI TOWER SITE ~ ~ TE SURFAC1NGc STRIP & CLEAR SITE TO SPECS, GRADE, COMPACT, ~ ~ o• i THEN C, ` (6 x 6 EASEMENT, Fq OVER ~ "AMCO CEF 2000" WOVEN GEOTEXTILE FABRIC 3 1 ~ q OR " W/ 6 HK~I CHAIN UNK 4 ~ EQUIVAi,~NT~ AND FILL WITH 6 COMPACTED CRUSHED CONCRETE ~ F BASS MATERIA4 FENCE 8C 4 WIDE GATE ~y ~'s ) ~ RF TEAM LEADER ~ '1 2 / 2 10. DRI 1 IfEWAY (2p' : 2 HMAC OVER 6 COMPACTED CRUSHED CONCRETE EXISTING OVER-t~OTEXI~E FABRIC, SEE DETAIL ON SHEET C.1. 8 ASPHALT EXISTING - ASPHALT REAL ESTATE DEPARTMENT i • ~ - 11. RE1NF'OR I ' C~;CAiplETE L.P.G. TANK PAD: SEE DETAIL ON SHEET D.1. ~ . 1 PROJECT MANAGER 12., :500.. ~ ONS A BACK OF CURB . GALI. l.P, G S TANK WITH 400 GALLONS L.P.G. I , I 13. STANDBY GENERATOR .P SAW CUT & R M ANTENNA ORIENTATION CONSTRUCTION DEPARTMENT (L .G. FUELED), 50 KW., 200 AMP., IN I E OVE CURB ALL-WEATHER ENCLOSURE. TO FIT NEW DRIVEWAY 1 2 I (MATCH EXIST. ELEVATION) 14. REINFORCED CONCRETE GENERATOR PAD: SEE DETAIL ON SHEET D.1. TOWER CONSULTANT 1 r I 7 ~ ~ 15. NEW 2 8 0 P.V.C. CROSS DRAIN. 22 L.F. , 110x I 20 C ~l 1 I PARKIN ~ ~CRE~ G CURB J~ 1 I SPACE ~ 10 rr^^ gW , ~o 1 1 I X15• ~ r`' 20' ''v! vJ , / _ ' I I ~ W I r__=- J 99.00 OF ~ 8 W ~ EXIST ' ~ ~ • SWALE ~ - S I~ ~ - ____1--- - 1 - 99.00 a AND - SHR ` ♦ R v - ~1- - ~ RX+ TXt TX2 RX2 ~ ~ , 1 5 3 Obi 1 .l ~ LO yt--~, , NQ 91• SECTION' 41• ~ Lo 56y INSTALL AND MAnVTAIi~ s w • 4 , ~ TYPE J , ~x, , , . . ; , ~ ~ _ I'.' . ~ f,j r W • O n 5 200 C W 1~ ~ OP A. ~o I~ ~~~o HAWTHORNE Q W • o o ~ " 1 ~~~$w LO 2 ~ ~ = o o Exist P TREE 2-1/2 .CAL. 300 LIVE OAK oo x ~ o ~ ~ , a • TOTAL POINTS: 500 W . , , 8 ~ ~ ~ W 98.75 a W 2 a a~ ~ 9 W Exis' . 6" 0~ 13 14 6 11 CONSTRUCTION NOTES 98.50 99.00 PROPOSED ELEUATIONS r DRAINAG 0 E FLOW 98.50 ,1~~ 0 3 0 3 o u CIH TYP, 10' 0 MIN. 4 APART IRRI tt'_ " LO GATION SYSTEM NOTES: 3 6 r I. TO INSURE PROPER GROWTH OF NEW LANDSCAPIN 41'_ " G, THE CONTRACTOR 2 SHALL INSTALL AN IRRIGATION SYSTEM COMPLETE WI H , T CONTROLLER/ 68 , " TIMER. THE SYSTEM SHALL MEET AND EXCEED THE 8 CITY OF COLLEGE STATION'S REQUIREMENT FOR LANDSCAPE IRRIGATION SYSTEM AND SHALL BE APPROVED AND PERMITTED PRIOR TO THE CER F TI KATE OF COMPLETION BY THE CITY OF COLLEGE STATION. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK F LOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACKFLOW D - - - - - - - - - - - - - _ _ _ SOUTH PROPERTY LIN EVICES MUST BE INSTALLED AND TESTED UPON - - - - - - - - - _ _ _ _ _ E INSTALLATION AS PER CITY ORDINANCE 2394. - - - - - - - - - - - - - - - - - - - - _ R-1 DISTRI T C , ADDRESS: 112.114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 DETAILED SITE PLAN N SCALE: 1" = 10'-0* C02 i TAPE COLOR CODE cINGULAR WIRELESS!, ■ 1. 11'-6" x 16'-0" PREFAB EQUIPMENT SHELTER. II C 2. SITE ~ PREPARATION: SEE GENERAL NOTE ~i ON SHEET C.1. 1 3. NEW TOWER: 118' A.G. . L MONOPOLE TOWER. 4 4. CHAIN LINK FENCE WITH 50LID SCREENING WOOD FENCE: 6' + 1' 9 GAUG " ( E) GALVANIZED CHAIN LINK FENCE WITH 2 LINE POST (2 3/8" O.D. 2 1 2" SECTOR " A ° ~nnOVdLiVC " " / CORNER POST (2 7/8 O.D.), 4 GATE POST (4 1/2 O.D. , 1 1 4" TOP R / AIL RXt Tx1 nc2 RX2 c~1Gi11'ec~i~1G AND WITH A ~7 GALV. WIRE AT THE BOTTOM. INCLUDE A 16' GATE OF ~c~iG11 SIMILAR CONSTRUCTION WITH H.D. HINGES AND LATCH ASSEMBLY FULCRUM ( 2929 Briarpark, Suite ~ 329 #2434 OR EQUAL). ALL TUBING SHALL BE SCHEDULE 40 PIPE, SEE SHEET D.1 FOR DETAILS. ~f TOWER Houston, Texas 77 42 ~ Tel : (713) 782-6201 5. POWER POLE 1MTH METER do DISCONNECT: EQUIP FOR 200 AMP. T 0 P Fax ; (713) 782-6806 120/240 VAC, SINGLE PHASE SERVICE. ~ REV /DATE DESCRIPTION 6. A/C CONDENSER DRYWELL: SEE SHEET D.1 FOR DETAILS. - - - - i " ~ ~ry ~ ~ CHANGED TOWER FIGHT FROM 120' T0118. 7. UNDERGROUND COAX CARL R E UN. SEE DETAIL ON SHEET D.1. / ~2 7/09/02 WgEN DRIVEIMAY FROM 16' TO 20'. 8. 1/4" COPPER GROUND BAR FOR. COAXIAL CABLES 2 REQUIRED ( j. ~f ©~1 ~I02 ADDED 6 BUYOUT AND 4 7/09/02 CHANGE CRAM IJNK FENCE TO SOUO SCREENMG WOOD FEIN. 9. SITE SURFACING: STRIP TOWER SITE ~ ~ do CLEAR SITE TO SPECS, GRADE, COMPACT, ~ o• THEN COVER WITH "AM (6' x 6' EASEMENT, ~ F9 CO CEF 2000 WOVEN GEOTEXIILE FABI~~C 3 9~ OR E UIVA W 6 HIGH CHAIN LINK 1 4 ~ ~ Q LENT, AND FILL WITH 6 COMPACTED CRUSHED / ~ C~~RETE ~ F ~'U, BASE MATERIAL. FENCE & 4 WIDE GATE) 2~, 2 RF TEAM LEADER 2 10. DRIVEWAY (20' WIDE): 2" HMAC OVER 6" COMPACTED CRUSHEp ' EXISIINI CONCRETE OVER GEOTEXTILE FABRIC. SEE DETAIL ON SHEET C.1. g ~ ASPHAL' EXISTING ASPHALT REAL ESTATE DEPARTMENT - , 11. REINFORCED CONCRETE L.P.G. TANK PAD: SEE DETAIL ON SHEE I ' fi D.1. ~ ~ I 12. 500 GALLONS L.P. GAS TANK WITH 40 BACK OF CURB ~ 0 GALLONS L.P.G. 1 13. STANDBY GENERATOR (L.P.G. FUELED), 50 KW., 200 AMP., IN I SAW CUT & REMOVE CURB ALL-WEATHER ENCLOSURE. I TO FIT NEW DRIVEWAY (MATCH EXIST. ELEVATION) r I 14. REINFORCED CONCRETE GENERATOR PAD: SEE DETAIL ON SHEEfi p,1, _ _ 4, 'I i i r _ I I ~ 15. NEW 2 - 8"0 P.V.C. CROSS DRAIN: 22 L.F. ~ I Ito' I ~ x ~0 ` I I PAR 1 CONCRE KING TE CUR ~ SP I 10 9 . ~ I I ACS ~E , ~ WP o ~ I I I S~ • S 1 5 ~ EX~ , ~ ~,P 20 I O 4~ 1 ~ 35 ~ " 8 I r - I 99.00 _ i - ~ 8 ,l ~ ~ EXISt - ' _ • SWALE ~ - 5 / - I I - ~1 -'--1--_ 99.00 SCHEDULE OF PR I - - OPOSEDTREES AND SH R UBS 1 ~ 5 3 H ACCORDANCE WIiH CRY OF HOUSTON ORDINANCE I LO NQ 91•'(134, SECTION 4~56y INSTALL AND MNNTA~ 4 I,~ s MARK UAN. TYP ~ Q E SIZE POINT COUNT NAME J v, W 11 1Y o 1 ~ I t ~ CIH 20 SHRUB 5 GAL. 200 COPPER INDIAN ~ ~ vim, n ~ ~.o 0 HAWTHORNE W o ~ J LO 2 TREE 2-1 2 A g x o O C L. 300 LIVE ~ ~ / OAK ~ I~ u ~ ic~~ ~ h IJ ~ Q W TOTAL POINTS: 500 ~ 8 ^ ~ ~ W 98.15 ~~a ~ ~ 2$ 2 9 UW ~ r~ Y r, 6 13 14 11 CONSTRUCTION NO TES 98.50 99.00 PROPOSED ELEVAl10NS o DRAINAGE FLOW 98.50 0 3 0 3 a a CIH TYP. tO~ p I~IN. 4 APART 11'_ " LO 6 IRRIGATION SYSTEM NOTES: 3 I. TO INSURE PROPER GROWTH OF NEW LANDSCAPING, THE CONTRACTOR 4~~'2" SHALL INSTALL AN IRRIGATION SYSTEM COMPLE ~ " TE WITH CONTROLLER/ 68 -8 ` TIMER. THE SYSTEM SHALL MEET AND EXCEED THE CITY OF COLLEGE t • STATION'S REQUIREMENT FOR LANDSCAPE IRRIGATION SYSTEM AND SHALL BE APPROVED AND PERMITTED PRIOR TO THE CERTIFICATE OF COMPLETION BY H T E CITY OF COLLEGE STATION. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. _ - - SOUTH PROPERTY LINE 3. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON - - - - - - - - - - - - - - - - - - - _ - _ _ - _ _ _ _ _ _ _ INSTALLATION AS PER CITY ORDINANCE 2394. - - - - - - - - - - - - R-1 DISTRI CT a - i ADDRESS; 112-114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 DETAILED SITE PLAN { SCALE: 1o Ji f ■ C ~nnova~~v~ ~n~~n~~~~n~ ~~s~~n 2929 Briarpark, Suite ~ 329 Houston, Texas 77 42 Tei : (713) 782-6201 Fax : (713) 782-6806 REV /DATE DESCRIP110N 1 Q 1D 7/09/02 CHANGED TOWER HEIGHT FROM 12d T0118'. - - - 118' TOP OF TOWER _ _ _ - - - ~ 118' TOP OF TOWER ©7/09/02 RENSED LANDSCAPING LAYOUT. - - CL OF NEW ANTENNA ARRAY _ _ _ FOR gNGULAR WIRELESS - - - C~~ NEW ANTENNA ARRAY FOR CINGULAR WIRELESS PROPOSED ANTENNA ARRAY ANTENNA MODEL: 7144.24.33.50 RF TEAM LEADER 4 ANTENNAS PER SECTOR (TOTAL-12) PROPOSED ANTENNA ARRAY AZIMUTHS: 0', 120', 240' ANTENNA MODEL: 7144.24.33.50 REAL ESTATE DEPARTMENT 4 ANTENNAS PER SECTOR (TOTAL-12) AZIMUTHS: 0', 120', 240' PROJECT MANAGER CONSTRUCTION DEPARTMENT TOWER CONSULTANT ALL AN ENNA IONS N E EL AT 0 D T EV T ARE ABOVE EVEL A.G.L. . GROUND L 'V^^J v! CONTRACTOR TO VERIFY ANTENNA INFORMATION WITH CINGULAR WIRELESS ENGINEERING DEPARTMENT W PRIOR TO CONSTRUCTION. J W ~~~I NEW 118' A.G.L _ NEW 118' A.G.L. MONOPOLE TOWER ~ NEW 118' MONOPOL MONOPOLE TOWER D .~~~~~~1 %~E ~F,j~;tt ~*~~(P.~• I+ ~ ~SEPH S. ABBOUD EXISTING METAL BUILDING ~1 69894 : ~i~ NEW POWER POLE !1~'~F ~~~ENSEO.•~~~i METER dt DISCONNECT NEW CINGULAR WIRELESS ttSS~Q . 2 EQUIPMENT SHELTER th~~~~ NEW POWER POLE W/ Q ~ METER & DISC. ~ ~,,,g NEW gNGULAR WIRELESS NEW EQUIPMENT SHELTER LIVE OAK LIVEEOAK NEW THE SEAL APPEARING ON THIS DOCUMENT o TREE TREE LIVE OAK WAS AUTHORI BY JOSEPH S. ABBOUD, P.E. o TREE ~ 69894 ON ._,c... e t ~ ~ ~ ` a EXISTING w ' NEW C.L. FENCE e 0 ~ TREES a ~ I~ e 0 0 p o PRINTED DATE: 12/17/01 E S G DRAWN 8Y: V.M. XI TIN ~ TREE n a~ hr NEW GENERATOR ON NEW LPG TANK ON NEW SHRUBS lwrtr.M r+fY Yu~ ++t{- 4' x 8' CONCRETE PAD 4' x 8' CONCRETE PAD CLCV/'11RAN tLt VA I IU N 112.114 HOLLEMAN DR. W (SOUTHEAST OF SITE LOOKING NORTHWEST) NOT TO SCALE (SOUTHWEST OF SITE LOOKING NORTHEAST) COLLEGESTATION,TX 71840 NOT TO SCALE C03 i f CINGULAR WIRELESS L -W-12M ■ rii ~nnova~~r ~n~~n~~~~n~ ~~~~~n 2929 Briarpark, Suite ~ 329 Houston, Texos 77 42 Tel : (713) 782-6201 Fox : (713) 782-6806 REV /BATE DESCRIPTION 1 IQ 7/09/02 CHANGED TowER HEIGNT FROM i2o' TO ~I8'. 118' TOP OF TOWER - - - 118' TOP OF TOWER - - - Q2 7/09/02 REVISED LANDSCAPING LAYOUT. ALL ANTENNA ELEVATIONS NOTED OF NEW ANTENNA ARRAY - - CL OF NEW ANTENNA ARRAY - - FOR CINGULAR WIRELESS Q FOR CINGULAR WIRELESS ARE ABOVE GROUND LEVEL A.G.L. . CONTRACTOR TO VERIFY ANTENNA INFORMATION PROPOSED ANTENNA ARRAY ~ RF TEAM LEADER ANTENNA MODEL: 7144.24.33.50 WITH CINGULAR WIRELESS ENGINEERING DEPARTMENT :NT PROPOSED ANTENNA ARRAY 4 ANTENNAS PER SECTOR (TOTAL-12) AZIMUTHS: o• 120. 240• PRIOR TO CONSTRUCTION. ANTENNA MODEL: 7144.24.33.50 REAL ESTATE DEPARTMENT 4 ANTENNAS PER SECTOR (TOTAL-12) AZIMUTHS: 0', 120', 240' PROJECT MANAGER CONSTRUCTION DEPARTMENT TOWER CONSULTANT ,V! VJ W J W OC ArA V NEW 118' A.G.L. ~ MONOPOLE TOWER ~ NEW 118' A.G.L. MONOPOLE TOWER EXISTING METAL BUILDING . g~P~E ~F•TFk~111 '.*1 EXISTING ~ TREES I JOSEPH S AB80UD / .......................I • . ~~i ~1~~•. 69894 • ~ ~ NEW CINGULAR WIREL ;INGU~AR WIRELESS ~~'~r~!~ENSE~•~i EQUIPMENT SHELTER NEW CINGULAR WIRELESS N a--~. ~ - EQUIPMENT SHELTER ~ x NEW POWER NEW NEW POLE W/ LIVE OAK 2 LIVE OAK METER & DISC. EXISTING r o TREE a TREE TREE ~ ~ ~ A ° NEW C.L. FENCE _ _ a 0 Q ~ 0 I ® ~ t 2 0 NEW C.l. FENCE _ : LPG 1 I ~ M ~ NEW LPG TANK ON NEW SHRUBS 4' x 'CONCRETE PAD NEW GENERATOR ON , a 4 x 8 CONCRETE PAD 1 r 1 1"\ / l T I r1 \ 1 tLtVA I IVN t Lt V A I KAN 112-114 HOLLEMAN DR. W (NORTHWEST OF SITE LOOKING SOUTHEAST) (NORTH NORTHEAST OF SITE LOOKING SOUTHWEST) COLLEGE STATION, TX 77840 NOT TO SCALE NOT TO SCALE C 4 CINGULAR WIRELESS 11'-6" ■ C 1' 9'-6" 1' TOP OF FOUNDATION SLAB 2 FEET ABOVE EXIST. PVM'T. ELEV. = 100.75 #3 ®12" O.C., E.W. 3 STRANDS 12.5 GA, GALV. BARBED WIRE ;nnova~ A 3 ®12" O.C. E.W. 1-1/4" DIA. TOP RAIL, SCH. 4o GALV. STL. cnGillec~illG ~ ------1 I, I NOTE Anchor Bolts size, location and ze, location and spacing shall be 3" TYp, STEEL HAT I I ~ I I ~ 1 r determined in the field by the .he field by the controctor. CHANNEL CONT. 2929 Briarpark, Suite ~ 329 i #3 CONT. ; I 4-~5 W/#3 STPS. i I.°I 4-#5 W/~3 STPS. ( 2'z4" TREATED SOUTHERN Houston, Texas 77 42 HARD I N I I ~'IS" O.C. (TYP.) N I' I ®18" O.C. (TYP.) I TROWEL 1 1 I. - - - N YELLOW PINE ALTERNATNE) Tel : (713) 782-6201 00 I FINISH I ~ T ~ Fax : (713) 782-6806 ATTACH PICKETS W GALV. _ X10 X 2" DECK SCREWS REV /DATE DESCRIPTION I I 1 z 12" 12 0 B - I I ~ ~ ~ ~ ~ ~ CHANGE CHAIN LINK FENCE TO SOLID ---J io i i i i 2-1 2" DUl CORNER POST 18It9/~ SCRE~IING WOOD FENCE. i~ - - - - - - ~ - -1- - ~ #~NOTE: (S H. 40, 2-7/8" O.D., GALV. STL.) Q ---1 » ~ » ~ PROVIDE GATE 2" DIA. INTERMEEDDIATE POST WITH SIMILAR SCH. 40, 2-3 8" O.D.,GALV. STL) Q I E I N A E NB i DETNL + HO HINGES DIA " i I A N Pl SCALE . i/2 - 1 0 SCALE . 1/2 - 1 0 i HARD PLAN (scH. 40, 4-1/2 o.D. cA;v. sTL.) Q TROWEL I 1 " ma Remf, w/ ~4 bars ® 5 bars ®15" max. space e.w., e.f. I FlNISH I °0 i I A I I 0 0 1-114' OIA. MIDDLE RAIL n CHAMFER ALL EXPOSED EDGES ~:GC I 1"z4"z8' REDWOOD PICKETS- (SCH. 40, 1-5/8" O.D. GALV. STI.) RF TEAM LEADER i I .1 11 f iiJ ■ - 71l ~ !y~ 4~ ~-=~".ice: L______ FlNISHED GRADE FINISH FLOOR OF --~---i---'--- I I PREFAB SHELTER IBRUSH ELEV. = 101.08 ra' I FINISHI ~ CIEAN BANK SAND i #3 C~ 12 O.C., E.W. ~ 1 2 slo a / / / / ' " W.W.F. t/2 slope ,r 2' - _ d " _ _ _ • . I I = E EV L r f, I I ~ " I~ 4 #5 W/#3 STPS. I 4 #5 W/#3 STPS. 11~ i N I I° " I I " I,_ ~ N ®18 o.c. (TYP.) ~1a o.c. (TYP.) ~ ' ~ ' I I ,.CLEAN :.I `BANK ~pHp.. I io z - ~ ~ 5 4 26 'i 12" 12" 12" rr ~ 11'-6" REINF R ED I i E I N IN S SE SCALE : i /4" = 1'-0" SCALE : 1 /2" = 1'-0" SCALE : t /2" R 1'-0' i ~ F._ i SCALE : AS SHOWN FINISHED GRADE ° ° z ~ . ° . CEMENT N STABILIZED ° SAND ' 0 0 C)` . 12 - 4"~ SCH. 40 P.V.C. PIPE ° ~ W 2" MIN. SPACING HORIZONTAL / . ~ & VERTICAL " 6" COMPACTED CABLE 30 SAND BED LADDER `0 ~ ~ SPECIFIED PAVING - E N SEE SHEET A.1 I ( ) N.T.S. i 1=III=III=III-III coMPACTED Flu- ` III-III-III- - + ~r.... . ~ -1 I I-1 I - =1 COAX CABLES c ~ - - - - SELF SUPPORT I I I-I I I=111=11I- TOWER iv ? I=1 I I=1 I I=1 I(=1 I I UNDERGROUND COAXIAL ~ - - - - UTILITY LINE r III-1 I I=1 I I=1 I I CABLES i-1 I I=1 I I=1 I I _ - - UNDERGROUND A V UTILITY/TELCO LINE GL. \ METAL H000 ~ 'O ~ GRAVEL FILL --1 1 z L ■ ~ \ UNDERGROUND - \ UTILITY TELCO LINE / a a d GQ \ - a a a a A 1 a n c d \ C d d C ~ d Q° Q ti Q G ° a IN LE i ° i ° ° illl11 ~ ..Illill • z z PAY Ir1~ ~ a 111 ~i E ° ~ d ~ a I MNT N CE E N.T.S. - - ~ - STABILIZED - - - ~ - SAND , \ \ --.-J. rt - " - TS..L~-- ~ i.f.' ?i,1r;ti''^. ~ J.T..5: ";Y: :Y?"'~~'a,~•~:":.'.4R~JJS"4 ayPr.''C'i zJ L \v:: SCH. 40 P.V.C. PIPE 112-114 HOLLEh1AN DR. W 90'BEND COLLEGE STATION, TX 77840 6" COMPACTED SCH. 40 A SAND BED P.V.C. D.1 UNDERCROUND UTILITIES CITIES DETAIL NOT To SICALE A/C CONDENSER DRYWELL NOT TO SCALE CINGULAR WIRELESS UNDERGROUND NOT TO SCALE 1. TELEPHONE SERVICE CONDUIT: 1 EACH, 2 1/2"m RIGID 8. P.V.C. JUNCTION BOX: 2 REQUIRED. 3 P.V.C. CONDUIT, SCH. 40, BURIED 12" BELOW GRADE. 9. EQUIPMENT SHELTER AND COAXIAL CABLE GROUND: GROUND GROUNDING KID WEATHERPROOFING . 8 " WIRE IN 1 1 2" P.V.C. CONDUIT SCH. 40 BURIED 30" BELOW 6 2. ELECTRIC SERVICE CONDUIT: 1 EACH 2 0 RIGID P.V.C. / ROOF CONDUIT, SCH. 40, BURIED 24" BELOW GRADE. GRADE. ~RF CABLE GROUNDING KIT ~nnova~ 4 (ONLY ONE SHOWN FOR CLARITY) enGin~e~inG 10. GROUNDING AS PER LOCAL UTILITY COMPANY. ' 3. BUILDING TOWER GROUND RING: 2 B.T.C. WIRE RI • / ~ BU ED EXOTHERMIC WELDS 30" BELOW GRADE CADWELDED TO 5/8" ~ x 8~ LG. CABLE #2 AWG TINNED L7C~1C7I7 • 11. POWER POLE GROUND: GROUND TO BULDING/TOWER GROUND RING • • • • : COPPER PLATED GROUND RODS SPACED 12'(MIN.), 17' TRAY SOLID COPPER WIRE WITH ~2 SOLID B.T.C. WIRE CADWELDED TO 5/8 0 x 8 LG. COPPER . (MAX.) ON CENTERS. SILICONE SEAL AT ENTRY POINT 2929 Briarpark, Suite ~ 329 9 PLATED GROUND RODS OF THE BUILJING/TOWER GROUND RING. INSULATOR ~2 Houst(n, Texas 77 42 4. TOWER GROUND: MECHANICALLY GROUND TOWER USING " T " ~ 12. GAS UNE TO GENERATOR: 1 1/4 ~ tiOPPER TUBING IN 2 0 GROUNDING LEAD Tel : 713 782-6201 % Fax : (713) 782-6806 , #2 B..C. WIRE TO A 5/8 ~ x 8 LG. COPPER PLATED „ / ~ ANTIOXIDANT PASTE ~ • • 6 GROUND RODS OF THE BUILDING TOWER GROUND RING. SCH. 40 PIPE, TESTED IN PLACE. BURY GAS LINE 18 BELOW ~ / 6 ~ ~ 7 FINISHED GRADE. REV /DATE DESCRIPTION 5. FENCE GROUND: GROUND TO BUILDING/TOWER GROUND RING 1 8 3. LPG TANK GROUND: MECHANICALLY ;ROUND LPG TANK WITH ~2 AT TWO PLACES WITH #2 SOLID B.T.C. WIRE ATTACHED WITH T1N PLATED COPPER GROUND WIRE. CADWELD GROUND WIRE TO . STAINLESS STEEL DOUBLE HOLE LUGS AND CADWELDED TO 5/8" 0 x 8' LG. BUILDING/TOWER GROUND RING. COPPER PLATED GROUND RODS. JMOUNTI~NGOBRACKEWASHERS Q 14. STANDBY GENERATOR GROUND: USE ~2 B.T.C. WIRE CADWELDED TO 6. FENCE CORNER GROUND: AT EACH CORNER USE #2 B.T.C. ' EXOTHERMIC WELD Q WIRE ATTACHED WITH H A 5/8 0 x 8 LG. COPPER PLATED GROUND ROD OF THE DOUBLE OLE LUGS AND CADWELDED TO 5 8" ~ x 8' LG. COPPER PLATED GRO N R BUILDING/TOWER GROUND RING. / U D OD. FLOOR gtOUND BAR DETAIL 1" ELEC PVC CONDUIT 7. GATE POST GROUND: AT EACH POST USE #2 SOLID B.T.C. WIRE ATTACHED WITH DOUBLE HOLE LUGS ANO CAOWELDED (CLIPPED TO SHELTER SIDES, MIN TO 5/8" d x 8' LG. COPPER PLATED GROUND ROD. ~OTHERMIC WELD TO GROUND RF TEAM LEADER PROVIDE A FLAT BRAIDED COPPER GROUND STRAP BETWEEN RING POST AND GATE. REAL ESTATE DEPARTMENT PROJECT MANAGER CONSTRUCTION DEPARTMENT BULK HEAD GROUNDING NOT TO SCALE TOWER CONSULTANT 'v/ VJ W ~ 6 7 SCREW PLUG W /i~/i~/i~/i /\//i\//i~/i~~ a 6 11 __1----- \r\~//~\// ~ 6" x 24" LONG a 10 PVC SLEEVE ~ ~ ~ I ' ~ LPG N i 1 O ur-•-ur ur ur ur ur ~ ~ • I _ ~ w ~ ~ ' ~2 AWG BARE SOLID V r--~ • 2 ~ • . . i . . 5 ' EXOTHERMIC WELD WIRE COPPER (TINNED) WIRE . - TO GROUND ROD • • , • ' . 5/B" x 8' COPPER • . . • , . CLAD GROUND ROD ~~r~ • • . • • .,1 • • • ~ • ' . I,I • . I,I 1 . I;I • • • 5 I~I ~ 11'-6" x 16' I ; I ' • CINGULAR WIRELESS 9 • I • EQUIPMENT SHELTER ,I . I ~ • I . ' : I ' • I:I .9 g I;I ~ • P.V.C. JUNCTION BOX NOT TO SCALE I:I ~ ~ r,`~ O F r~~~""1 I:I , + I~I ' • . I~I 13 i JOSEPH S. ABBOIID ~ I 9 I:I I~I ~If~. 69894 : Wig . • i~ . ~ . - - . • • c~ ~/CE~EO.'~~v~/ ~ aa~ ~i ~ i • i~ • • as i 5 14 GEN \O t ~ ~~c►s PATCH TO MATCH EXISTING GROUND THE SEAL APPEARING ON THIS DOCUMENT cis cis -c►a t'-8' WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E. MINIMUM ~EI'ICH 694 ON S3 - tom.. e"L EXISTING GRADE ~ ~ ~ ~ ~ ~ ~ PRINTED DATE: 12/17/01 r'~f~-- COMPACT FlLL (907L) I I-III-III-III-III \ WARNING TAPE III-III-III=I I - O i'-0" BELOW GRADE DRAWN BY: V.M. I I-1 I I-1 I I N ~ ; . • • ' UNEXCAVATED CHECKET) BY : J.S.A. 6 i\/%\ ~ ' ~ ' ~ BAac FILL w saL . FROM TRENCI/i UTILITIESPIAN / / ~ • ~ • • / / ~2 AWG BARE SOLID COPPER (TINNED) ~ ' : , : ' . ; : ~ • , WIRE GROUNDING RING EXOTHERMIC i\ \ • . ~ • WELD GROUNDING WIRE 0 GROUND RODS CELLSITE # 517 ~i\/i\/i\/i\ / /i !i~!r.~ SOUTHLAND N \i~\/~\//~\ ~ / ~ 5/S' x 8 COPPER CLAD GROUND ROD ADDRESS: 112.114 HOLLEMAN DR. W 411 COLLEGE STATION, TX 77840 UTILITIES SITE PLAN Emi ELF: 1 - _ 5•-p GROUND RING TRENCH NOT TO SCALE CINGULAR WIRELESS LOADS: ~ „ C GENERAL LIGHTING: 1 „ 1 " 12 X 16 X 3VA X 1259 - 720.0 VA " „ OUTSIDE LIGHTING: M " 1A X 120V X 1259 = - 150.0 VA ~nn~VdLIVC FROM ELECTRIC SERVICE GENERAL-PURPOSE RECEPTACLE: enGine~~inG s x 180 vA = 1,080.0 vA ~c~iGn R 23'-3/4" AIR CONDITIONING: 2929 Briarpark, Suite # 329 ° 1 1~ 1~ 1 1 1 1~ 1 1 1 2 2 1 1~ 1 1 1 UNIT #1 (FLA) Houston, Texas 77042 0 0 Tel : (713) 782-6201 COMP. t 8.9 -FANS (4.1) Fax : (713) 782-6806 R ° a r N~ t ~ t o ~ ~ ~ FIELD WIRING 20C UNIT #2 (FLA) REV /DATE DESCRIPTION 0 1 /4 HOLE 200 AMP 0 0 0 0 0 0 0 ~ o o M ~ FUSEi46LE o (TYP.) x GROUNDING ELECTRODE FUSEABLE DISCONNECT COMP. 18.9 -FANS (4.1) ~ N S n 7 rr+~ m~ ~~m cr ~ ~ o o ° INSTALLED IN ACCORDANCE 200,0( ~ WITH ARTICLE 250-H-- „ . -1 - ...,1. acv = 1 --2 CONI ° 1/4" HOLE 3 3 o TYP. " A.C. ~ ( ) 5/6 MOUNTING o o HOB (np) FAIL 225 , ^ ° To Integrated AUTO TR oa o TO ISOLATED Ground Plane SWIT , o GROUND PLANE (Return Bus, Cabinets, o` o (SWITCH EQUIPMENT building steel) 2 CONI FRAME) To MGB 3 3 i o or ~ Single Point „ ground rod 5/8 MOUNTING HOLE TYP. A ~0 1" CON x NICO 200 Af~ i ,I A.C. PANELBO W/ 200 AM ~ 10,000 R r 1 C Y N.T.S. N.T.S. Y. 1 .e _ J_ f POINT OF 5ERVICE DELIVERY NOTE: ALL UTILITIES TO BI CUSTOMER TO SET METER NO CLOSER THAN TO SHELTER UNDEF 1 15' NOp ANY FARTHER THAN 50' FROM PROPOSED UTILITY POLE. POINT OF ATTACHMENT TO 8E 18' MINIMUM TO POWER SERVICE ~ ABOVE FINISHED GRADE. PROPOSED SERVICE DROP NOT . ~ CONDUIT (HEAVYWALL) WITH WEATHERHEAD TO PA9~ OVER VEHICLE-ACCESSABLE AREA. 1 SECURED TO POLE IMTH THREE -24", TWO 200 AMP MAIN BREAKER SWITCH (BY BLDG MFG.) HOLE STRAPS. VERIFY WITH LOCAL UTILTY LOCATED ON EXTERIOR CO. S REQUIREMENT ~Y _ 1 3-X3/0,2" DIA CONDUIT (HEAVYWALL) 1~ SERVICE GROUND • SUPPLY AND INSTALL BY i. CONTRACTOR t 1 1 - 2" CONDUIT 200 AMP DISCONNECT BREAKER NEW UTILITY POLE 3 - 3/0 THHN SWITCH I J R Llff_ I Q ELECTRIC SERVICE METER CABINET 200 AMP 120/240V 1 PHASE 3 WIRE " TELCO DEMARK SUPPLY BY LOCAL UTILITY CO. AND 1 - 2 CONDUIT ELECTRIC SERVICE GROUND " 3 - 3/0 THHN CONDUCTOR IN 3/4 DIA. PVC INSTALLED BY CONTRACTOR 1 - ~4 THHN SUPPLY AND INSTALL. BY CONTRACTOR -u~m~-~/t1 i~ EXISTING GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 INSTALL GROUND ROD PER USE SCHEDULE 40 PVC, MIN. 40" BELOW GRADE -SUPPLIED AND INSTALLED BY CONTRACTOR LOCAL UTILITY CO. REQUIREMENTS USE SCHED. 80 UNDER ROAD BED OR ANY TRAFFIC AREAS. 1 - 4" CONDUIT 3 - 500 MCM 1 - ~3 THHN ELECTRICAL NOTES: 1 t. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. • ` t+ i I 2. DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. 1-ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, STATE BUILDI~ DEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. CODES AND THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L. LISTEI 2-REFER TO SITE LAYOUT PLAN FOR THE EXACT LOCATION 3. DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS AND DESIGN. OF H-FRAME. REFER TO SPECTRASITE STANDARD CD, AUGUST 2000, FOR THE H-FRAME COMPLETE DESIGN AND SECTION CVII-3 (AC POWER AND TELCO), PARAGRAPH 3.2. 4. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. J 3-PROVIDE 1/2" CONDUIT STUBBED AND CAPPED FROM H-FRAME TO LEFT GATE u HAVING JURISDICTION (AHJ) AND OTHER TRADES TO DETERMINE "FROST" LINE, AND 5. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION (51Ut%t3tU ANU LWt-tU FUK F'UbbRiLt 1-UIUKt KtTF'AU LUGA11UN). ~crFg, TYPE(S) OF RACEWAYS REQUIRED FOR INSTALLATION. 112.114 HOLLEMAN DR. W PURPOSES. 4-CONTRACTOR TO COORDINATE WrrH LOCAL UTILITY COMPANY FOR METER. 5-CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET. 6. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTS). t ! ELECT-K",4C SERVICE DIAGRAM j'q Hearne Cameron Huntsvil C Rockdale ~ ryan ollege Station ~To,,IOr o aldwell ~nnova~~v~ ~ SITE ~n~~n~~~~n~ LOCATION o IIIIS ~~S;Gn • ~ _ o avasoto 2929 Briarpark, Suite # 329 Elgin Houston, Texas 77042 , o onroe Tel : (713) 782-6201 Fax : (713) 782-6806 REV /DATE DESCRIPTION Giddings Brenham 6 o The Woodlands oBastrop p Tombalb Spring Q7/09/02 CHANGED TOWER HEIGHT FROM 120' TO t18'. Hem stea o rairie View ~ 59 Smithville Q oBellville Loo 8 Q La Grange 290 HOU oSealy Katyo 10 RF TEAM LEADER NOT TO SCALE Columbus Bellaire °Schulienburg ~ 61 REAL ESTATE DEPARTMENT WIRELESS AREA MAP PROJECT MANAGER BRAZOS ~OUN'TY CONSTRUCTION DEPARTMENT TOWER CONSULTANT t SITE NAME ~`~e~s1~y O 9~0• ~ Ot d~ ~v/'~ ~o~~e~ v~ SOUTH LAN D W _ J , sITE 2~ 54 ~ W NEW EQUIPMENT SHELTER & NE~IV ANTENNA ARRAY ON A NEW 118' A.G.L MONOPOLE TOWER O _ LOCATION o`1emor ~ ~ nM SITE NUMBER N N ^ 0f ~ O OM I Pkw • SouthWe~~` t I ~n~z CELLSITE No. 517 College 3 to O T Station z Ov o = F.M. 2818 NOT TO SCALE VICINITY MAP • BRAZOS COUNTY SITE NAME SHEET INDEX • i c~'~P~~ ~ F•TekgS 1~ i* • * ~f ENGINEERS : THE FOLLOWING PARTIES HEREBY g p~ T H L A N D APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE SITE NUMBER JOSEPH S. ABBOUD ~ T1 TITLE SHEET CONTRACTOR TO PROCEED WITH CELLSITE No. 517 ~1~~' 69894 .'4~~~ ■C i HE CONSTRUCTION DESCRIBED C.O SURVEY (2•TOTAL BY OTHERS) ~ceNSE°•'~,`~,.' HEREIN. ALL DOCUMENTS ARE SITE ADDRESS '1hS SUBJECT TO REVIEW BY THE LOCAL C.1 OVERALL SITE PLAN BUILDING DEPARTMENT AND MAY 112-114 HOLLEMAN DR. W C.2 DETAILED SITE PLAN ~ S ~ ~nnova~v~ ii~1POSE CHANGES OR MODIFICATIONS. COLLEGE STATION, TX 77H4O C.3 SITE ELEVATIONS THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY SEPH S. ABBOUD, P.E. ~n~:n~~3:n~ SITE COORDINATES a~~SiG~1 LATITUDE 35° 35' 44.8" N C.4 SITE ELE`UATIONS 69894 ON _ a_ o zsze Briarpcrk, s~~ce ~Y s2s LONGITUDE : 96° 19' 53.1" W Houston, Texas 77 42 D.1 SITE DETAILS PRINTED DATE: 12~,7~D, Tel (713) 782-6201 Fax (773) 782-6806 E.1 UTILITIES PLAN & DETAILS DRAWN BY: V.M. LANDLORD ANTENNA AZIMUTHS E.2 ELECTRICAL DETAILS CHECKED BY : J.S.A. SECTOR "A" = 0° TN SURVEYORS : SECTOR "B" = 120° TN TITLE SHEET DATE SECTOR "C" = 240° TN TEXAS ONE CALL SYSTEM CELLSITE # 51l APPLICANT CINGULAR WIRELESS CINGULAR WIRELESS CALL BEFORE YOU D G SOUTHLAND Cobb, Fendley & Associates, Inc. nn~G ~n~~cr i nnp Gni irH suiTF 30~ UNDERGROUND UTILITES ADDRESS; Professional Engineers ' V 112-114 HOLLEMAN DR.W 1-800-245-4545 COLLEGE STATION, TX 77840 Registered Professional Land Surveyors DATE TX 77027 5300 Hollister, Suite 400 Houston, Texas 77040 713 850-9933 OFFICE No. (713)462-3242 '~~ZT I CALL 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST. I OR Tol CONSULTANT TEAM APPROVALS PROJECT SUMMARY POWER ENGINEERING SERVICES - INDEPENDENT LOCATOR FRCOJECT # 01-020-008 I (210) 590-4936 ~b i B ~~"Jets1ty 9~a m o~ Qt . o~ ~°~\e~ 2154 0~ N°11e~`0n 40 30 20 10 0 40 Site s Scale: 1 "=40' m west Pkw South College Station o~ o° ,~h~ . ~°io" ~~~,5° ~`<<° ~~~;i'~ F.M. 2818 HOLLEMAN LLEMAN DIVE (so' R.o.w.) o VICINITY MAP 3 C4 o' N 41'59'41" E ~o~J~ P.O.B.-TRACT 2`~`--- ~ REF, PT.-TRACTS 1 THROUGH 5 N,T,S. 548.58' Set "X" Cut Set "X" Cut Fnd. 5/8" I,R. A N 41'59'33" E~176.24' C6 199.24' 167.12' L7,~ 162.22' J ~ ~ C5 ~ 50'x100' DRAINAGE Set "K" Cut EASEMENT Set "X"GCut ~ • v VOL. 1078, PG. 284 M.R.B.C. ~ r, TRACT 2 ~ Q e G,5°~~~ 1~( ~ CCESS EASEMENT 0~ ~ 13,663mSQ. FT. (0.3137 AC. e ~q o a~ ~ ~ g`' '~,,RC Fnd. 5/8" LR, 2 0 10' PUBLIC UTILITY EASEMENT e q~ q Stm Monhale VOL. 4649, PG, 81 p 'c ~®u u~ 5~ ~q O ~Y ~®u ~0 ,h M. R. B. C. o o J 10' UTILITY EASEMENT N 66'40'30" W-~ ~ ~ ~ J VOL, 1078, PG. 284 108.74' ~ W M .R.B.C. N ~:~~%%~7T~,._ ~ o Fnd. 5/8" LR. +D 2 25' ACCESS EASEMENT ~ 3 VOL. 1078, PG. 284 M, R, B. C. 0 LINE TABLE ~ ;n LINE BEARING DISTANCE ~ L1 S 48'00 19 E 22,13 ~ 2 20' I L2 S 66'40 30 E 110.56 vo r L3 S 37'59 08 E 29.44 10' PUBLIC UTILITY EASEMENT L4 S 47'55 3$ W 20,05 VOL• 4649, PG. 81 • k Fence M.R•B,C. 6' Chain Lm L5 N 37 59 08 W 30.87 ~ = ~ T L6 N 48'00 19 W 25.42 L7 N 41'59 41 E 20.00 N 41'59'41" E~215.s9' L8 S 42'03 43 W 69.67 ,'t- - L9 N 3159 08 W 40,00 L10 N 41'55 38 E 68.80 ~ 40.00' • - , , , L11 S 3159 08 E 32.86 L12 $ 38'27 44 E 120.41 30' WIDE DRAINAGE- EASEMENT L13 S 82 59 22 E 35,24 VOLUME 1819, PAGE 3p L14 S 37'59 08 E 14.14 ~ D.R.B.C. L15 N 31'59'08" W 25.86' _ O N nN 1; h gl ~f~ ~ 1-Story w~ GCS o Metol Building t~ CURVE TABLE ~ ~o > ~w CURVE ~ RADIUS LENGTH CHORD BEARING & DISTANCE , ~ , ti ' o 89 58 54 1 .0 23 56 7 00 19 W 1. 1 0 89'58'54" 5 00' 54,97' N 07' 0'19" X49 49' ~ a C3 90'00'00" 35.00' 54,98' N 06'59'46" 49.50' GCS/CCC REALTY PARTNERSHIP Q C4 00'43 39 4. 12.51 N 42'21 31 EN12.51 ~ 3 LOT ONE-R (1R) p, C5 99'21 09 43.35 N 8735 04 W~38.12 ~ VOLUME 1556, PAGE 18 C6 09' 13 07 984.93' 158.47 N 47' 19 54 E~ 158.30 D. R.B.C. ~ ~ n •'I 1 c c ~ 2 o m 0 0 ® ~ a a, ° ~ !As halt ~ ob ~ P i p~. ~ ~ o ,o~ . p j U U e ' ~ SEE INSET "A" ~ N S1 ~ ti (SHEET 2 OF 2) ~ N 31 54 30 W ~ 1q N , • q e 10.00 oc 5z QO 3 Set PK Noil C~ ~ a ~ 8 E ~ Gti 0 . ~ 154,0 + Bock of Curb Set PK 5 Noa e ~°c ~ a Air,. 1 o °j . ~ G o ,~0 ~ ~ 5 S~ 0 s C~' TRACT 3 0 38 W~, y' Set ' -f h 14.9 K Nail UTILITY LEASE EASEMENT i ~ 2 ~ ~ ~ ® ~ r M ~ 1902 SQ. FT. 0.0437 AC. To z ~ ~ ~ a ~ a ~ P of ~ 1 ~ ~ ~ Ba`~k J L4 ~ N 82 59 22 w ~ Q0_ 20' UTILITY EASEMENT 41,10' n ti VOL. 1078, PG. 284 L14 L1 a M.R.B. C. ~etention Pon ~ ` a~b °j1 6 1 TRA T ~ ~ ~ ti I v, h ~ °~°j o /A L8 a~ a U LEGEND T ~ ~ a ~ P.O. Heod Wol~ ~,6' ; ' TRAC Anchor a o- ~ ~ y ; b pP' N q ~ a ~L G °i Power Pole N a6'0 ' " W~ ~ N 46'05'22" W Fnd. 5/8" I.R. (C 5 22 ~ ~ ~ 40.79' i N ra 4" Pipe Stub Out 38.54' , Ci~ 2 N OH Overhead Electric x------. x---- x--~- ' ~ ~ x !H 0 4 Sign S 43'54'38" W~784.03' g b m 0 u .t N 9 NOTES: EUNICE 1MLLIAMS X 5.06 ACRES Tr VOLUME 277, PAGE 300 1~ 1. 5/8"IRON RODS WITH CAPS SET AT ALL TRACT CORNERS (1 THROUGH 5) UNLESS NOTED a OTHERWISE• D.R.B.C. IN MY PRC i - ~ FACTS FOl i ® 2. ALL BEARINGS SHOWN HEREON ARE BASED ON THE AMENDING PLAT OF REGENCY SQUARE AS Barbed Wire Fence LOCATIVE ~ REFERENCED. POINTS "A" AND "R" SHDWN HFRff1N WFRF Rf1TATFf1 m API A7 AFARIN(: f1F C SEPTEMBEF o SUBSTANTI 3754'48" E. POINTS "B" AND "C" WERE HELD TO DETERMINE THE-SOUTHEAST LINE OF SAID V vrr v~ SUBSTANTIALLY COMPLIES WITH THE CURRENT TEXAS x AMENDING PLAT OF REGENCY SQUARE. POINT "A" WAS HELD FOR POSITION. SOCIETY 0' SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND GCS/CCC REALTY PARTNERSHIP SPECIFICAI 3. THIS PROPERTY IS ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN SPECIFICATIONS FOR A CATEGORY 3, CONDITION II SURVEY. LOCATION ° AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP WITNESS M NO. 48041CO144C DATED JULY 2, 1992. ELEVATIONS WERE OBTAINED ON THIS PROPERTY, BUT ARE 2001 AT H r WITNESS MY HAND AND SEAL THIS 3RD DAY OF 112-114 HOLLEMAN DRIVE 2001 AT HOUS TEXAS. OF ° NOT REFERENCED TO THE FLOOD PLAIN DATUM. ELEVATIONS SHOWN HEREON ARE ASSUMED. M to 0 4. ABSTRACT INFORMATION FOR THE SUBJECT PROPERTY SHOWN HEREON IS BASED ON Cobb, Fendley & Associates, Inc. ABSTRACTOR'S CERTIFICATE NO. 44-970. PREPARED BY L. FORD CLARK, INC. ISSUED ON 0 04 SEPTEMBER 25, 2001. SURVEYOR DID NOT RESEARCH SUBJECT PROPERTY TITLE INFORMATION. STEVEN LE I. REGISTEREI STEVEN LEE WRIGHT STEVEN LEE_ WRIGHT Professional Engineers REGISTERED PROFESSIONAL aD SURVE .R `I.i ~ ' Registered Professional, Land Surveyors v ®®A5. THIS SURVEY PLAT IS REFERENCED TO A METES AND BOUNDS DESCRIPTION PREPARED BY 6 COBB, FENDLEY do ASSOCIATES, INC. DATED OCTOBER 3, 2001, AND REVISED JANUARY 7, 2001 `~`~C)'- 2 V~ -qQ 5300 Hollister, Suite 400 (713)462-3242 Houston, Texas 77040 AND JUNE 7, 2002 AND JULY 30, 2002. SS% RU~y ® REVISED JULY 30, 2002: REVISED TRACT 5. DRAWN BY DATE 10/3/2001 SHEET 1 OF 2 REVISED ~pSU 0 ® REVISED JUNE 7, 2002: ADDED NEW SUBDIVISION PLAT. DESIGNED BY SCALE 1"=40' F.B. NO. 1391 U 0 REVISED: JANUARY 7, 2002: ADDED TRACTS 4 & 5. RC CHK'D BY SLW PROJECT NO. 01-02-163-01 3 VE DRI AN EM LL HO ~ DRIVE (goy R.o.w.1 S 41'59'41 s 4r5s'at w~3 9.34 REF. PT.-TRACTS 1 THROUGH 5 NORTH CORNER OF LOT 2R Fnd. 5/8" I.R. (A) w ~ r. LOT 1~ ~ ~ LOT 2R ~a m 1~ TRACT 4 ICT 4 area ~~re i e ~ ee e e ~e~~IT . N 52'05'12" E P O.B TOWER SITE 0.75' TRACT 4 36 SQ. FT. ,41„ W a 1 N 40 57 6.00' ~ S 40'57'41 " E 6.00' LIN S 49'02' 19" W~6.~0' A 1 ~ L1 P.0 B.-TRACT N 49°02'19" E 1 10.09' p=10'24'20" R=35.00' -~,g~ Back of Cur L=6.36' CH=S 32'46'58" E ~ ~ 6.35' ~~3 ~ TRACT 3 r.: to ~ r, a~ a i M o TRACT 2 1111~i f F"S 11Cr a M ~ ~ z TRACT 1 ~ ~ r b- CEII SITE LEASE EASEMENT / - ~6~ DESCRIPTION OF A TRACT OF LAND CONTAINING 2,500 SQUARE FEET (0.0574 ACRES) SITUATED IN THE CRAWFORD BURNETT SURVEY, A-7, BRAZOS COUNTY, W TEXAS a 500 s uare feet 0.0574 acres situated o' Being a tract of land containing 2, q ( ) N ~ in the Crawford Burnett Survey, A-7 in Brazos County, Texas, and being out rn~ of Lot 2R, Amending Plot of Regency Square, a subdivision recorded in ~ a I me 4649 Poe 81 of the Map Records of Brazos County, Texas, as Vo u 9 rr) conveyed unto GCS/CCC Realty Partnership by deed recorded in Volume 1556, 8 p TRACT Page 15 of the Deed Records of Brazos County, Texas, Soid 2,500-square TRACT 2 A EII~NT ~ i II ws. ACCESS LEASE EASEMENT Q OUND LEASE E S f tract bein more articularly described by metes and bounds as o o UNDER oat 9 P ~ 3 AC. FT. (0.013 ) 580 SQ° COMMENCING FOR REFERENCE at a found 5/8-inch iron rod located in the m n Drive 60 feet wide for the north DESCRIPTION OF A TRACT OF LAND CONTAINING q southeast ri ht-of-way line of Halle o ( ) ITUATED IN THE o a 1 nAC 9 13,663 SQUARE FEET (0.3137 ACRES) S t corner of said Lot 2R and the west corner of Lot 1, Pecan Tree Estates Y A-7 BRAZOS COUNTY, ~ ivision Phase I os recorded in Volume 351, Page 639 of the Map Records CRAWFORD BURNETT SURVE , , Subd TEXAS of Brazos County, Texas; n Being a tract of land containing 13,663 square feet (0.3137 acres) situated THENCE South 37' 54 48" East with the northeast line of said Lot 2R a d ' i i i nce of in the Crawford Burnett Survey, A-7 ~n Brazos County, Texas, and being out the southwest line of said Pecan Tree Estates Subdrvs on, a d sto 1 n r of said Lot 2R, of Lot 2R, Amending Plot of Regency Square, a subdivision recorded in 549,09 feet to a found 5/8-inch iron rod for the east core Volume 4649, Page 81 of the Map Records of Brazos County, Texas, as the south corner of Lot 9 of said Pecan Tree Estates Subdivision, the west nve ed unfo GCS CCC Reolt Partnership by deed recorded in Volume 1556, $ 52'00'52" W 10 of said Pecan Tree Estates Subdivision and the north corner C0 y l y id 13 663-s uare ' corner of Lot Pa a 15 of the Deed Records of Brazos County, Texas. So q 9,57 of a 5.06-acre tract os conveyed unto Eunice Williams by deed recorded in 9 tract bein more articular) described by metes and bounds os follows: Volume 277, Pa a 300 of the Deed Records of Brazos County, Texas; foot g P Y N 37'59'08" W g SOUTHWEST 16.25' ' st line of said Lot 2R and COMMENCING FOR REFERENCE of o found 5/8-inch iron rod located in the RNER THENCE South 43' S4 38 West with the southea OF TRACT 1 - r tract a distance of 262.60 feet to a southeast right-of-way line of Holleman Drive (60 feet wide) for the north the northwest line of said 5.06 ace ~ corner of said Lot 2R and the west corner of Lot 1, Pecan Tree Estates ~ point; Ph s I as recorded in Volume 351, Page 839 of the Map Records ~ INS~ET.~A" Subdivision, o e " f 4 .79 feet to a 5 8-inch of Brazos County, Texas; SCALE:1"=1 1HENCE Nortf~ 46' 05' 22 West, o distance o 0 / iron rod with cop set for the east corner of said tract herein described and N South 41' 59' 41" West with the southeast right-of-way line of said the POINT OF BEGINNING; THE CE Holleman Drive and the northwest line of said Lot 2R, o distance of 162.22 E_ ' nce of 69.67 feet to a 5 8-inch feet to a set X-cut in concrete for the north corner of said tract herein TRACT 3 THENCE South 42' 03 43" West, a dista / d cribed tract and the POINT OF BEGINNING, UTILITY LEASE EASEMENT kon rod with cap set for the south corner of said tract herein described; es ' fe t to 0 5 8-inch THENCE South 48' 00' 19" East, o distance of 22.13 feet io a set X-cut in THENCE North 37' 59 08 West, a distance of 40.00 e / ncrete for corner of sold tract herein described; DESCRIPTION OF A TRACT OF LAND CONTAINING iron rod with cap set for corner of a 1,902-square foot tract (Trott 3), the co 1,902 SQUARE FEET (0.0437 ACRES) SITUATED IN THE south corner of o 13, 663-square foot tract (Trott 2) as described by metes THENCE South 66' 40' 30" East, o distance of 110,56 feet to o set X-cut in CRAWFORD BURNETT SURVEY, A-7, BRAZOS COUNTY, and bounds description prepared by Cobb, Fendiey & Associates, Inc. dated concrete for corner of sold tract herein described; TEXAS October 3, 2001, Revised June 7, 2002, and for the west corner of said tract Being a tract of land containing 1,902 square feet (0.0437 acres situated in herein described; THENCE South 38' 00' 14" Eost, a distance of 269.83 feet to o set X-cut " in concrete for corner of Soid tract herein described and the beginning of o the Crawford Burnett Survey, A-7 in Brazos County, Texas, and being out of 9 Lot 1R and Lot 2R, Amending Plat of Regency Square, a subdivision recorded THENCE North 41' 55' 38 Eost, a distance of 68.80 feet to 0 5/8-inch curve to the ri ht; Iron rod with cap set for the north corner of sold tract herein described; in Volume 4649, Page 81 of the Map Records of Brazos County, Texas, as " THENCE in o southwesterly direction with said curve to the right whose conveyed unto GCS/CCC Realty Partnership by deeds recorded in Volume 1556, THENCE South 31' S9 08 East, o distance of 32,86 feet to the POINT OF radius is 55.00 feet and whose central angle is 90' 00 00 (chord bears Page 18 and Volume 1556, Poge 18 of the Deed Records of Brazos County, BEGINNING and containing 2,500 square feet (0.0574 acres) of land, more or South 06' S9' 46" West, a distance of 77.78 feet) for curve length of 86.39 Texas. Said 1,902-square foot tract being more particularly described by less. feet to o set X-cut in concrete for corner of said tract herein described and metes and bounds as follows: the point of tangency, COMMENCING FOR REFERENCE at a found 5/8-inch iron rod located in the THENCE South 51' S9' 46" West, o distance of 142,33 feet to a set PK nail southeast right-of-way line of Holleman Drive (60 feel wide) for the north for corner of said tract herein described and the beginning of a curve to the corner of Soid Lot 2R and the west corner of Lot 1, Pecan Tree Estates left; Subdivision, Phase I os recorded in Volume 351, Page 839 of the Map Records of Brazos County, Texas; THENCE in a southwesterly direction with said curve io the left whose radius is 15,00 feet and whose central angle is 89' S8' 54" (chord bears THENCE South 31' 54' 48" Eost with the northeast line of said Lot 2R and South 07' 00' 19" West, a distance of 21.21) for o curve length of 23.56 feet the southwest line of said Pecan Tree Estates Subdivision, o distance of ~1~. to a set PK nail for corner of said tract herein described and the point of 549.09 feet to o found 5/B-inch iron rod for the east corner of said Lot 2R, tangency, the south corner of Lot 9 of said Pecan Tree Estates Subdivision, the west corner of Lot 10 of sold Pecan Tree Estates Subdivision and the north comer THENCE South 37' S9' 08" East, a distance of 29.44 feet to a set 5/8-inch of a 5.06-acre tract as conveyed unto Eunice Williams by deed recorded in iron rod with cop located in the northwest line of o 2,500-square foot tract Volume 277, Poge 300 of the Deed Records of Brazos County, Texas; ` (Tract 1) described by metes and bounds description prepared by Cobb, Fendiey & Associates, Inc. doted October 3, 2001, and Revised June 7, 2002, THENCE South 43' S4' 38" West with the southeast line of said Lot 2R and for corner of Soid tract herein described the northwest line of said 5.06-acre tract, o distance of 332.24 feet to a point; ~ _ _ ~ I r__ .tn~..i._ - THENCE South 47' 55' 38" West with the northwest line of sold . ~ a uxu=~.•... -r 2 500-s uare foot tract, a distance of 20.05 feet to o set 5/8-inch iron rod THENCE North 46 05' 22" West, a distance of 38,54 feet to o point for the q with cop for the west corner of said 2,500-square foot tract, a corner of a south corner of a 2,500-square foot tract (Tract 1) described by metes and ! 1,902-s uare foot tract (Tract 3) described by metes and bounds description bound description prepared by Cobb, Fendiey & Associates, Inc, doted October q prepared by Cobb, Fendiey & Associates, Inc, dated October 3, 2001, and 3, 2001, Revised June 7, 2002; Revised June 7, 2002, for the south corner of said tract herein described; THENCE North 37' 59' OS" West with the southwest line of said THENCE North 37' 59' 08" West, o distance of 30.87 feet to a set 5/8-inch 2,500-square foot tract, a distance of 25.86 feet to 0 5/8-inch iron rod iron rod with cap for corner of said tract herein described and the beginning with cap set for the east corner of said tract herein described and the POINT of a curve to the right; OF BEGINNING; ■ THENCE in a northeasterly direction with said curve to the right whose radius THENCE North 82' 59' 22" West, a distance of 41,10 feet to a set 5/8-inch 1~ is 35.00 feet and whose central angle is 89' S8' 54" (chord bears North 07' iron rod with cap for corner of said tract herein described; 00' 19" East, o distance of 49.49 feet) for o curve length of 54.97 feet to a set PK nail for corner of said tract herein described and point of tangency, THENCE South 52' 00' 38" West, o distance of 149,92 feet to o set 5/8-inch iron rod with cap for the south corner of said tract herein THENCE North 51' S9' 46" Eost, a distance of 142.33 feel to a set X-cut in described; concrete for corner of said tract herein described and the beginning of a curve to the left; THENCE North 37' 54' 30" West, a distance of 10,00 feet to a set 5/8-inch ' iron rod with cap for the west corner of sold tract herein described; THENCE in o northeasterly direction with said curve to the left whose radius is 35.00 feet and whose central angle is 90' 00' 00" (chord bears North 06' THENCE North 52' 00' 38" Eost, a distance of 154.05 feet to o set X-cut in 59' 46" East, o distance of 49.50 feet) for o curve length of 54.98 feet too concrete for corner of said tract herein described; set X-cut in concrete for corner of said tract herein described and point of ~ tangency, THENCE South 82' S9' 22" Eost, o distance of 35.24 feet to 0 5/8-inch iron rod with cop set for the west corner of a 2,500-square foot tract THENCE North 38' 00' 14" West, a distance of 264.72 feet to a set X-cut (Tract 1), the south corner of a 13, 663-square foot tract (Tract 2) as in concrete for corner of Soid tract herein described; described by metes and bounds description prepared by Cobb, Fendiey & e~~„~~~to~ i~~ rintad nctober 3. 2001. Revised June 7, 2002, and for the THENCE North 66' 40' 30" West, a distance of 108.74 feet to a set X-cut west Vcorner of said tract herein described; in concrete for corner of said tract herein described; LOCATION ' THENCE South 37' 59' 08" East with the southwest line of said iOF BEGINNING 112-114 HOLLEMAN DRIVE THENCE North 48' 00' 19" West, a distance of 25.42 feet to a set X-cut in 2,500-square foot tract, a distance of 14.14 feet to the POINT OF BEGINNING concrete located in the southeast right-of-way line of said Holleman Drive and containing 1,902 square feet (0.0437 acres) of land, more or less. or less. and the northwest line of said Lot 2R, for corner of said tract herein described; Cobb, Fendley & Associates, Inc. THENCE North 41' 59' 41" East with the southeast right-of-way line of said Professional Engineers Holleman Drive and the northwest line of said Lot 2R, a distance of 20.00 feet to the POINT OF BEGINNING and containing 13,663 square feet (0.3137 Registered Professional Land Surveyors 5300 Hollister, Suite 400 (713)462-3242 Houston, Texas 77040 acres) of land, more or less. REVISED JULY 30, 2002 REVISED TRACT 5. DRAWN BY DATE 10/3/2001 SHEET 2 OF 2 REVISED ® CAT ® REVISED JUNE 7, 2002: ADDED NEW SUBDIVISION PLAT, SCALE 1"=40' F,B. NO, 1391 DESIGNED BY REVISED: JANUARY 7, 2002: ADDED TRACTS 4 & 5. RC CHK'D BY SLW PROJECT NO. 01-02-163-01 • • • • " 1, Site Pre oration shall consist of stri in an existin rass tree roots debri C LATITUDE : 35' 35 44.8 N n PP 9 Y 9 9 s, a d org 15ic t soil. The ex osed sub rode shall be roof-rolled to detect local w k r ~ P g P ea a e&s which should be excavated, processed, and recompacted in loose LONGITUDE : 96' 19' 53.1" w lifts of 4 roximatel ei ht-inch thickness, In the floor slab areo sub rode soils ' f~P Y 9 ~ 9 and any §tructural fill shall be compacted to a minimum of 95~ of the THIS PLAN IS SHOWN TO CLARIFY maximurfl standard density (ASTM D-698-78) at a moisture content within 2~ )CLARIFY THE RELATIONSHIP OF PROPOSED innOVa~ of optlmym. Tree stum s if resent shall be removed below the floor slab area CINGULAR WIRELESS WORK TO OVE P• P ~K TO OVERALL SITE ONLY. 'enGin'c'e~inG ' and the excavation backfill. I 2. This property is zone "X", areas determined to be outside the 500 year CLAIMS NO RESPONSIBILITY a~SiGn fl d I i FOR THE LEGAL DESCRIPTIONS SHC 0o pan as delineated on the Federal Emergency Management Agency JIONS SHOWN, REFER TO SURVEY SHEET 2929 Briarpark, suite ~ 32s SECTOR "A" = 0' TN Flood Insurance Rate Ma No. 48041C0144C dated Jul 2, 1992. P Y FOR COMPLETE SITE INFORMATION. ORMATION. Houston, Texas 77 42 Elevations were obtain on this property, but are not referenced to the Tel : (713) 782-6201 flood plgih datum. Elevations shown hereon are assumed. Fax : (713) 782-6806 SECTOR "B" = 120' TN 3. Location bf Utilities is based u on best available information and rior to P ~ P REV /DATE DESCRIPTION construction the contractor shall verify the actual locations in the field. The SECTOR "C" = 240' TN least of which shall be by telephoning the Under round Utilities Coordinotin 9 9 ZONIN Committee 48 hours prior to excavation on site 1-800-245-4545, 1D 7/09/02 ADDED ~11LDING SETBAq( LINES. 7/09/02 W~lI DRIVEWAY FROM 16' TO 2d. R-1 VE so' R.o.w.) AN DRI HOLLEM ®R F PT.-TI ®R ~ F PT.-T t THROUGH 5 RF TEAM LEADER F~a i.~. 3 set set X Cut Fnd. I.R. C ~ 182.22 ~ 1 E~176.24' 187.12' L7 / / / I ~ N 4 'S9 33' 199.24 I 1 / / _ , i REAL ESTATE DEPARTMENT - I I I ~ / 50x100' DRAINAGE I - _ C5~ I 25 B.L. r - / _ _ _ EASEMENT _ _ _ - i 0 I I 1076-~G. 284 M.R.B.C. ------I - r~•- -T-- -7voL. I Q) 25' B.L. - 1 - -I - t-' I 1 / / r n - / II I I I 1 / O I / 1 / / I ~Ci I I I Q ~ ' I I I / 1/ / O O , I I / I. nd. 5/8' LR. P1 I ^J / / 10' PUBLIC UTILITY EASEMENT~.I I I I / Stm~Menhde VOL. 4649, PG. 81 I G r I I I / M.R.B.C. Z r I I L-- J I, , Q I 8 ~Y G ' LOT 17 ~ - 1 ► o ~ G + I I N 6540'30" WJ I ro 2 MM \ ~ ~ I I - _ _ 108.74 - W r I~ 10' UTILITY EASEMENT L _ ~ ` Ir , ~Ci ~ I I _ m .,I G I VOL. 1078, PG. 284 _ ~ _ _ ~ Ir ~1 G_ M.R B.C. i - _ _ _ I a nd. 5/6' LR. W v\/' ~ I I ~ 3 ~ ~ IrY - _ _ I ONING I I - J i 25~ ACCESS EASEMENT W LEGS ~ _ r I VOL. 1078, PG. 284 -_'I ATERLINE EAS STgpON dl - _ _ _ _ I~ LOT 18 ~ ~ M.R.B.C. FLUME 173 EMENr • a 1 _I m C-I . I I 0, PgGE 334 ,kl _ r h I I D.R.B.G. ~k I I$ I ~ I~ I I 0 I• I I Z 20' UTILITY EASEMENT 2`~/ r I I VOL. 1078 PG. 284 ~ 1 ~ I I ~ ~ nd. 5/8' I.R. ' I I M.R.~.c. ~ ~ _ 10' PUBLIC UTILIIY EASEMENT \ P r , I VOL. 4649 PG. PJ ~ ~ I, ~1 s' cnain Lrnk Fence I I V G ' I I crrr ~ ~ , I M.R.B.C, Q v I 20' ~ ~ I I G> Q I '~De E caLeG f` ~I~ e_~ ~ _n ' - }r I I (j I . va~MFEC~ICAL srgnoN . 8 N 41'59 41 215.89' ~ + G ~ I , X30, P EASE I I ~ ~ ~ O qG MfNr~ o \ G QC I .R.B,C• E 328 m 4 ~ ~ t,~~+ - I I ~ I d I Q ~ $ WI r `r I `~Ci Ar ~ I I r ■ i 30' MADE DRAINAGE ~ ~'j , nd. 5/8' I.R. T 19 I v I~ I LO 2 ~ EASEMENT ~ C _ LOT 2R O o p, r VOLUME 1819 PAGE 36 I f O I~ to I r I J M~ mN LOT 1 R D.R.B.C. r I / I , I' I e, I I' ~ ht N~ I ~ I nN I. I I~ ~ 5 T~ wa ' I 1-Stor GCS CCC AEALTY PARTNERSHIP I • I 1,8 I I~+ Metol Buildin Wn / LOT TWO-R 2R I ' II°i ZONIN a 9 . I I; ~ e VOLUME 1556, PAGE 15 I . I D.R.B.C. I m Fnd. 5/8 I,R. - I e ~ I I ' C2 I ~ I ~ I • o n I'tR M~. 1 ° k ye I ~ I QiW I'" r' I c NING ~ w I Z ~ I ~ GCS/CCC REALTY PARTNERSHIP I la I: I ~'wa I ro LOT ONE-R (1R) --I I : ~a liH 8 w Ir C-2 I wo,ai s . VOLUME 1556, PACE 18 I r Y I• I~ I ~wn~ Ir ~ D.R,B.C, `o . I , o ~ ~o I I 01 ~ I 42W R7 1 / c I `o I(' . - _ _ I ' I o a j I~ Fnd. S/8' LR. C I % : « I ~ moo Ir ~ - ~ r ~ p I « ~ ~ d I 1 ~ 1~ ~ ' ~ $ I ~ o of - ' k I ~ I I - J I c - _ « «I I ~4 G~ a ~ , 8 Q I I:.S' Q N515' ~ _ I ~ 7 r G 1 I 946 E~ ~ ~ I ~ T ~ 1 , N 3154 30 V~ ~ ~ ~ ~ 14 I I G N 52, " ~ set P 3 ~ J / ' 9 10,00 I 00 I K Noll _ _ f1_ ! . I 154,0 ' odc of Curb ~ Set PK N _ nd. S/8' I.R. r Q ~ 5 ~ oh ~O / I i ~ r ~ ~Ci ~ ~ I 2 set `x" I a / I F. G s ~ I 52•p0 " S / ~ r I _ ~(j 38 W 5159 I set t~ P ~ ~ I I 149.92' ~ No4 14 46 W 90'00'00" Q 2.33 ~ ~ I ' J I I Tw* or r-_ / R=55.00 1 8 _ I I N DRIVEWAY PLAN ~ ~ ~ ~ ~°_^k - - / ~=es.39' , J n 8 I I = f I I ' ~ ~ ' - ~ CH=S 0559'48" W ~ m r 20' UTILITY EASEMENT-'"I ~ ~::ei iY:.:ir:ir:ii:i:ri:?r:: e" Odr 77.78' I n VOL, 1078, PG. 284 See Detdll m this Sheet I M.R.B.C. I ' ~ of nd. 5/8 I.R. I N 8759 22 " I 41.10 I ° 8 oak Ir I ~ ~6" ook ~ I. i I I Detention Pond 4" ~ I r I I 20' UTILITY EASEMENT I I I I aP of Bonk VOL. 1078, PG. 284 , 8 20' B.L. I Head Wdl M.R.B.C. I, m 9 _ -1E _ -I 20'B.L I I N 48'05'22' Wl N 48'05'22' W - - - ~ - - - - - - Fnd. 5/8' I.R. I 38.54' 40.79' I I ' 2.60' nd.5 I.R. S 43'54'38' W~784.03' 33224 10 '•r EumcE wlwAMs ao6 AcREs vauME 277, PAGE 300 SEE ENLARGEMENT IN SHEET C,2 O.R.B.C. Barbed Wiro Fence ZONING ~ 1 ~ _ - - R-1 1 ~ ~ { ~ Distance from Tower to Centerline of Holleman Street = 456 Feet Distance from Tower to Southeast i~ ' Property Line =118 Feet r_-- ~ l ' N 112.114 HOLLEMAN DR. W COLLEGE STATION, TX 77540 OVERALL SITE PLAN DRIVEWAY CROSS-SECTION SCALE: I 5V-0" NOT TO SCALE CINGULAR WIRELEo LOADS: C " 1 1 " GENERAL LIGHTING: " „ ' 12 X 16 X 3VA X 125 - 720.0 VA OUTSIDE LIGHTING: _ " „ to X 120V X 125 - 150.0 VA ;nnova~~v~ = FROM ELECTRIC _i SERVICE _ u. ~ 45 (TYP.) " " " " " " 1" " " " " " " " " = 0 1 1 1 1 1 1 1~ 1 1 1 2" 2" 1 1 1 1 1 1, ~ 0 0 = o a = o ° " ~ _ FIELD WIRING ~ 1/4 HOLE ro = o (TYP.) 0 0 0 0 0 0 ~ o o = M FU o o GROUNDING ELECTRODE ~ ~ INSTALLED IN ACCORDANCE WITH ARTICLE 250-H = o Q1 ~ ~ 1 4' HOLE s` / = o 0 0 " A.C. 5/8 MOUNTING HOLE (TYP.) FAIL = o~ o To Inte rated a o g ~ ~ T4 ISOLATED Ground Plane I o~ o ° GROUND PLANE (Return Bus, Cabinets, ~ ~ (SWITCH EQUIPMENT building steel) = FRAME) To MGB r~° ° r° or Single Point = 5 8" MOUNTING ground rod / = HOLE TYP. _ u~oo I o F W/ ~ 1 N.T.S. N.T.S. i-r_ it t~ P NT OI OF SERVICE DELIVERY NOTE. ALL UTILITIE' ~s CUSTOMER TO SET METER NO CLOSER THAN TO SHELTER 15' NOR ANY FARTHER THAN 50' FROM PROPOSED UTILITY POLE. POINT OF ATTACHMENT 1'0 BE 18' MINIMUM TO POWER SERVICE ABOVE FlNISHED GRADE. PROPOSED SERVICE DROP NOT CONDUIT (HEAVYWALL) WITH WEATHERHEAD TO PASS OVER VEHICLE-ACCESSABLE AREA. SECURED TO POLE WITH THREE -24", TWO 200 AMP MAIN BREAKER :r_ HOLE STRAPS. VERIFY WITH LOCAL UTILTY SWITCH (BY BLDG MFG.) CO.'S REQUIREMENT LOCATED ON EXTERIOR 3-~J3/0,2" DIA CONDUIT (HEAVYWALL) SERVICE GROUND SUPPLY AND INSTALL BY i ~ CONTRACTOR I ~ 1 - 2" CONDUIT NEW UTILITY POLE 3 - 3 0 THHN 200 AMP DISCONNECT BREAKER / SWITCH 1 Q ELECTRIC SERVICE METER CABINET } 200 AMP 120/240V 1 PHASE 3 WIRE " .J ~ TELCO DEMARK ELECTRIC SERVICE R N SUPPLY BY LOCAL UTILITY CO. AND 1 - 2 CONDUIT G OU D -I CONDUCTOR IN 3 4" DIA. PVC INSTALLED BY CONTRACTOR 3 - 3/0 THHN / 1-, ~J~LVf Aoiplm INV~T,fNLIL ~i''Y i• :~4 THHN CONTRACTOR - ( EXISTING GRADE -A t~tii~ ~.~i n'r~ tee= t*~ - IJ_ INSTALL GROUND ROD PER USE SCHEDULE 40 PVC, MIN. 40" BELOW GRADE -SUPPLIED AND INSTALLED BY CONTRA( 4 LOCAL UTILITY CO. REQUIREMENTS •r , . ~ USE SCHED. 80 UNDER ROAD BED OR ANY TRAFFIC AREAS. 1 - 4" CONDUIT 3 - 500 MCM 1 - ~3 THHN ELECTRICAL NOTES: 1 i I. DEVELOPS I~f5TALLS CONDUIT PER CITY SPECS AND DESIGN. 2. DEV'tL01''ER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. 1-ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, STAT nEVELOPER INSTALLS FIRST 10'. CITY INSTALLS REMAINDER. CODES AND THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U 2-REFER TO SITE LAYOUT PLAN FOR THE EXACT LOCATION 3. DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS AND DESIGN. OF H-FRAME. REFER TO SPECTRASITE STANDARD CD, Aucusr 2000, Fa H-FRAME COMPLETE DESIGN AND SECTION CVII-3 (AC POWER AND TELI PARAGRAPH 3.2. 4. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 3-PROVIDE 1/2" CONDUIT STUBBED AND CAPPED FROM H-FRAME TO LE 5. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION (STUBBED AND CAPPED FOR POSSIBLE FUTURE KEYPAD LOCATION). iV~Y ~ r PURPOSES. 4-CONTRACTOR TO R INAT C00 D E WITH LOCAL UTILITY COMPANY FOR METE ~ 5-CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET. 6. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE 10-ALL COMPONENTS TO BE AS SPECIFIED OR EQUIVALENT AS APPROVED BY SCICM. COLLEGE STATION, TX 77840 AS N TALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTS). 11-ALL BREAKERS SUPPLIED BY CARRIERS. E02 A ELECTRIC SERVICE DIACRtu . v . I CINGULAR WIRELESS F.ty C 1. 11'-6" x 16'-0" PREFAB EQUIPMENT SHELTER. 2. SITE PREPARATION: SEE GENERAL NOTE ~1 ON SHEET C.1, i11~VdL 1 3. NEW TOWER: 118' A.G.L. MONOPOLE TOWER. SECTOR " A " e11Gi1'1ie~~i~1G RX1 TX1 TX2 RX2 L7C~IGn 4. CHAIN LINK FENCE: 6' + 1' (9 GAUGE) GALVANIZED CHAIN LINK FENCE WITH 2: LINE POST (2 3/8" O.D.), 2 1/2" CORNER POST (2 7/8" O.D.), 2929 Briarpark, Suite ~ 329 4" GATE POST (4 1/2" O.D.), t 1/4" TOP RAIL AND WITH A #7 GALV. Houston, Texas 77 42 WIRE AT THE BOTTOM. INCLUDE A 16' GATE OF SIMILAR CONSTRUCTION ~f? TOWER Tel : (713) 782-6201 WITH H.D. HINGES AND LATCH ASSEMBLY (FULCRUM X2434 OR EQUAL). T 0 P Fax : (713) 782-6806 ALL TUBING SHALL BE SCHEDULE 40 PIPE. SEE SHEET D,1 FOR DETAILS, ~a ~ ~ REV /DATE DESCRIPTION n~ 5. POWER POLE WITH METER & DISCONNECT: EQUIP FOR 200 AMP., ~ ~ry ~p~' 1D7/O9/02 CHANGED TOWER HEIGHT FROM 120' T0118. 120/240 VAC, SINGLE PHASE SERVICE. ~ V ~i~ Q2 7/09/02 WI~FI DRIVEWAY FROM 16' TO 20'. 6. A/C CONDENSER DRYWELL: SEE SHEET D.1 FOR DETAILS. }ti REVISED LANDSCAPING LAYOUT AND ~f ~ ©~/~/02 ADDED IRRIGATION NOTES. 7. UNDERGROUND COAX CABLE RUN. SEE DETAIL ON SHEET D.1. ' 8. 1/4" COPPER GROUND BAR FOR COAXIAL CABLES (2 REQUIRED). ' TOWER SITE RFA ING: STRIP & CLEAR SITE TO SPECS GRADE, COMPACT, ~ ~ F9 9. SITE SU C ~ (6 x 6 EASEMENT, , 9~ THEN COVER WITH "AMCO CEF 2000" WOVEN GEOTEXTILE FABRIC ~ 3 1 4 ~ F~ W 6 HIGH CHAIN LINK ~F` RF TEAM LEADER " / F~ OR EQUIVALENT, AND FlLL WITH 6 COMPACTED CRUSHED CONCRETE FENCE & 4' WIDE GATE BASE MATERIAL. 2 , E) EXISTING REAL ESTATE DEPARTMENT ASPHALT 10. DRIVEWAY 20' WIDE : 2" HMAC OVER 6" COMPACTED CRUSHED CONCRETE A`• 2 ( ) / R 1EXTILE FABRIC. SEE DETAIL ON SHEET C.1. 8 OVE GEO PROJECT MANAGER I~ 11. REINFORCED CONCRETE L.P.G. TANK PAD: SEE DETAIL ON SHEET D.1. I BACK OF CURB I ~ 12. 500 GALLONS L.P. GAS TANK WITH 400 GALLONS L.P.G. ANTENNA ORIENTATION CONSTRUCTION DEPARTMENT SAW CUT ~ REMOVE CURB AMP. I TO FIT NEW DRIVEWAY 13. STANDBY GENERATOR (L.P.G. FUELED), 50 KW., 200 ~ IN TOWER CONSULTANT ALL-WEATHER ENCLOSURE. I 2 MATCH EXIST. ELEVATION ( ) I _ 14. REINFORCED CONCRETE GENERATOR PAD: SEE DETAIL ON SHEET D.1. I r ^ I 7 I - " ~ 0' I 15. NEW 2 8 ~ P.V.C. CROSS DRAIN: 22 L.F. I ~ x 20' C I ONCRETF I ~ BARKING CURB 5P I 1 ~ I ~ ACE 0 ~v! J~ ~ E ~ I v! sW , 10 I , FtiX - W ~ I ~ - J ~ = 35_8" i ~ - W i r~ i ~ 15 8 , ~ I 99.00 ~ ~ ~ EXIST. ~ ~ . 5 SWALE - ~ ~ ~ ~ I 99.00 - - ~ - RXt l~j 1X2 RX2 LE Of PROPOSED TREES AND 3 SCHEDU SHRUBS 1 1 1 1 5 I L ~ T SEC OR C IN ACCOItDMICE WTiii CTiY OF HOUSTON ORDINAN(',E 4 • ~ • • I N0.91 SECTION 4156, TNSTNI MID MNNTAI~t 6 I ~W~W~ ~ 1 0 AN. TYPE SIZE POINT COUNT NAME I ~ 1t 12 MARK QU W e ~ ~ r ~ _ ~t `,a.~ °i - 1 rr ~ W ~ ~ o }rA. _ _ CIH 20 SHRUB 5 GAL. 200 COPPER INDIAN ~ I ~ 1=' • o c a HAWTHORNE o I~ ~-~=•-o p i<~ ~ „ ~ xg~ n t LO 2 TREE 2-1 2 CAL. 300 LIVE OAK ~ Icy Q ~ rr / ~ \ ~o a a I~ ,r aWw~ 98.75 l 8 ^-~~4r~ TOTAL POINTS: 500 ~ a W z 2 9 r.- L~ ~ V~ r:~ Y - 6 ~ 13 14 - ~ ~ ~ ~ 11 CONSTRUCTION NOTES 98.50 ~ ~ } - 99.00 PROPOSED ELEVATIONS 0 DRAINA(~ ROW 98.50 0 3 ~ CIH TYP. r 3 ~ ~ MIN. 4' APART 1p~ ~ LO O" IRRIGATION SYSTEM NOTES: 3 47',2" 7 I. TO INSURE PROPER GROWTH OF NEW LANDSCAPING, THE CONTRACTOR 68'-8• SHALL INSTALL AN IRRIGATION SYSTEM COMPLETE WITH CONTROLLER/ IMER. THE SYSTEM SHALL MEET AND EXCEED THE CITY OF COLLEGE T STATION REQUIREMENT FOR LANDSCAPE IRRIGATION SYSTEMS. 'S 7 1 - j 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE ~ i AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON ~ INSTALLATION AS PER CITY ORDINANCE 2394. _ _ - _ _ _ _ _ _ _ - _ _ SOUTH PROPERTY LINE 1, ~i~tr4 ~ R-1 DISTRICT ADDRESS, 112-114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 N DETAILED SITE PLAN SCALE: 1" = 10'-0" i u L r " -t a ■ t - - - 118' TOP OF TOWER _ _ - - ~ OF NEW ANTENNA ARRAY _ _ _ r■ FOR CINGULAR WIRELESS PROPOSED ANTENNA ARRAY ANTENNA MODEL: 7144.24.33.50 4 ANTENNAS PER SECTOR (TOTAL-12) AZIMUTHS: 0', 120', 240' ALL ANTENNA ELEVATIONS NOTED ARE ABOVE GROUND LEV EL A G L. . CONTRACTOR TO VERIFY ANTENNA INFORMATION WITH CINGULAR WIRELESS ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. i ~ NEW 118' A.G.L. ~ N W 11 ' MONOPOLE TOWER E 8 MONOPOL Y I EXISTING METAL BUILDING NEW POWER POLE METER do DISCONNECT 2 r NEW CINGULAR WIRELESS NEW EQUIPMENT SHELTER LIVE OAK i o TREE ~ ~ ~ NEW C.L FENCE ~ ° ~4 e j~ EXISTING ~ TREE ---~wf _ ~r t~ v~ - ~ NEW GENERATOR ON NEW LPG TANK ON NEW SHRUBS 4' x 8' CONCRETE PAD 4' x 8' CONCRETE PAD i S (SOUTHEAST OF SITE LOOKING NORTHWEST) (SOUTHWEST OF SITE LOOKING NORTHEAST) GOLLEGESTATION, IA 116440 I NOT TO SCALE NOT TO SCALE C03 1 CINGULAR WIRELESS C InnOV1~LIVC ~n~~n~~~~n~ ~~~~~n 2929 Briarpark, Suite # 329 Houston, Texas 77042 Tel : (713) 782-6201 Fax : (713) 782-6806 REV /DATE DESCRIPTION Q 1Q 7/09/02 CHANGED TOWER HEIGHT FR01~ 120' TO 118'. 1 118' TOP OF TOWER - - - 118' TOP OF TOWER - - - Q2 7/09/02 REVISED LANDSCAPING UYOUT. NS NOTED EVATIO AN ENNA EL ALL T OF NEW ANTENNA ARRAY - - OF NEW ANTENNA ARRAY - - FOR CINGULAR WIRELESS ~ 0 LA.G.L. . LEVE ROUND WIRELESS ABOVE G FOR CINGULAR ARE i III N RACTOR TO VERIFY ANTENNA INFORMATION CO T PROPOSED ANTENNA ARRAY r~ - ~ ~ c~ 7144.24.33.50 H INGULAR WIRELESS ENGINEERING DEPARTMENT ANTENNA MODEL. wIT c ~ , 4 ANTENNAS PER SECTOR (TOTAL-12) I R TO CONSTRUCTION. PR 0 AZIMUTHS: 0, 120, 240 ~ i' ■ i ti j .w= Y ~ ~C.~.. ~i i uy~ 1-7 ~ - ii _ ~ i i NEW 118' A.G.L. ~ MONOPOLE TOWER s.._ ~i NEW CINGULAR WIRE EQUIPMENT SHELTER 1. NEW CINGULAR WIRELESS EQUIPMENT SHELTER r i _l NEW POWER NEW POLE W/ NEW i EXISTING LIVE OAK METER & DISC. LIVE OAK 2 TREE o TREE o TREE ~p e ~ w ~ v F~- i ° NEW C.L. FENCE ° 11, 0 0 o ~ o 4~ 2 - - LPG NEW C.L. FENCE a ~ ' ~ ~ ~ ■ . ~ _ . ~ NEW LPG TANK ON NEW GENERATOR ON NEW SHRUBS 4' x 8' CONCRETE PAD 4' x 8' CONCRETE PAD C L L V t% I I V I V VIZ-1-114 MVLLtmAN UM. vv ELEVATION COLLEGE STATION, TX 77840 (NORTHEAST OF SITE LOOKING SOUTHWEST) (NORTHWEST OF SITE LOOKING SOUTHEAST) (NORTI NOT TO SCALE C14 NOT TO SCALE CiNGULAR WIRELESS 1. TELEPHONE SERVICE CONDUIT: 1 EACH, 2 1/2"0 RIGID 8. P.V.C. JUNCTION BOX: 2 R C EQUIRED. 3 P.V.C. CONDUIT, SCH. 40, BURIED 12" BELOW GRADE. 6 9. EQUIPMENT SHELTER AND COAXIAL CABLE GROUND: GROUND GROUNDING KIT WEATHERPROOFING 6 • • 2. ELECTRIC SERVICE CONDUIT: 1 EACH, 2"0 RIGID P.V.C. - WIRE IN 1 1 " • /2 P.V.C. CONDUIT, SCH. 40, BURIED 30 BELOW ROOF CONDUIT, SCH. 40, BURIED 24" BELOW GRADE. GRADE. 4 • • RF CABLE GROUNDING KIT ~nnova~~v~ ' 3. BUILDING/TOWER GROUND RING: #2 B.T.C. WIRE BURIED 10. GROUNDING AS PER LOCAL UTILITY COMPANY. (ONLY ONE SHOWN FOR CLARITY) ' 30" BELOW GRADE CADWELD T " ' ED 0 5/8 ~ x 8 LG. pp • ~ 11. POWER POLE GROUND: GROUND T CABLE EXOTHERMIC WELDS CIIGIIICC~IIIC' CO ER PLATED GROUND RODS SPACED 12 (MIN.), 17 0 BULDING/TOWER GROUND RING ` #2 AWG 11NNED L7C~1~7n ' TRAY SOLID COPPER WIRE (MAX.) ON CENTERS. WITH #2 SOLID B.T.C. WIRE CADWELDED TO 5/8"~ x 8' LG. COPPER 9 ~ PLATED GROUND RODS OF THE BUILDING TOWER GROUND RING. AAAA A L___ ~ 11 r / _ _ _ _ _ 4. TOWER GROUND: MECHANICA Y LL GROUND TOWER USING W 2 B.T.C. WIRE TO A 5 8"~ x 12. GAS LINE TO GENERATOR: 1 1 4"~ PP " ' . # / 8 LG. COPPER PLATED / CO ER TUBING IN 2 4 ~ 6 GROUND RODS OF THE BUILDING OWER GR SCH. 40 PIPE, TESTED IN PLACE. BURY GAS UNE 1 " g ~ /T OUND RING. 8 BELOW 7 ~ ~ FINISHED GRADE. N 5. FENCE GROUND: GROUND TO BUILDING/TOWER GROUND RING 8 AT TWO PLACES WITH 2 SOLID B.T.C. WIRE ATTACHED WITH 13. LPG TANK GROUND: MECHANICALLY GROUND LPG TANK WITH 2 # # DOUBLE HOLE LUGS AND CADWELDED TO 5 8" ~ x 8' LG. TIN PLATED COPPER GROUND WIRE. CADWELD GROUND WIRE TO / COPPER PLATED GROUND RODS. BUILDING/TOWER GROUND RING. 6. FENCE CORNER GROUND: AT EACH CORNER USE 2 B.T.C. 14. STANDBY GENERATOR GROUND: USE #2 B.T.C. WIRE CADWELDED TO # " , WIRE ATTACHED WITH DOUBLE HOLE LUGS AND CADWELDED A 5/8 0 x 8 LG. COPPER PLATED GROUND ROD OF THE 1 TO 5/8" ~ x 8' LG. COPPER PLATED GROUND ROD. BUILDING/TOWER GROUND RING. ~3 7. GATE POST GROUND: AT EACH POST USE #2 SOLID B.T.C. WIRE ATTACHED WITH DOUBLE HOLE LUGS AND CADWELDED TO 5 8" 0 x 8' LG. COPPER PLATED GROUN / D ROD. PROVIDE A FLAT BRAIDED COPPER GROUND STRAP BETWEEN _ _ POST AND GATE. I ~ r., .1~ 1 ;1 r: i ~a~~ ~ / 6 6 II __L----- 10 ~ LPG 1 1 t ur ur ur ur ur -ur '1 . 5 ' , ~_=-r.. 1•d+~~ T 3 2 . • 5' ~ ~ ~-:u~ , n ' • I:I : ~ I:I . ; i . 1 I, l { 5 I:I • . 11'-6" x 16' ~ I•I • CINGULAR WIRELESS 9 . I EQUIPMENT SHELTER , I~I • I:I . ~ J • I:I . • i 9 I:I ' 8 ' i • I;I • ' . ~ • l: i ~ ~ 1~I . I:I : 13 ~I~ I~I • • ~9 , I /615 . • ' ' • CAS . _iCAS 1 ~ • ~~6A5 J ' CAS B 5 GEN 4 ~w 1 Cis~i cAS w I ! f 1 SR''.Y~ 0 I ~ t . i u f~ V rJ l 6 ti- k~~ N L 'i~ U COLLEGE STATION, TX 77840 UTILITIES SITE PLAN SCALE: 1 a 59-Ow Eml GROUND RING TRENCH NOT TO SCALE CINGULAR WIRELESS 1 LOADS: C „ 1 „ 1 " GENERAL LIGHTING: „ ,1 12 X 16 X 3VA X 125 _ 720.0 VA N „ OUTSIDE LIGHTING: 1A X 120V X 125 - 150.0 VA ;nnova~~ FROM ELECTRIC SERVICE GENERAL-PURPOSE RECEPTACLE: CnG~ncc~~nG s x 18o vA = 1,o8a.o vA a~~iGn h ~ 23'-3/4" 0 1 1~ 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 AIR CONDITIONING: 2929 Briarpark, Suite ~ 329 o 0 UNIT #1 (FLA) Tel ust(713)e782?620? COMP. 18.9 -FANS (4.1) Fax : (713) 782-6806 o „ ~ ~ FIELD WIRING ; 200 AMP UNIT #2 (FI.A) REV /DATE DESCRIPTION ~ 0 1 /4 HOLE ao ~ ~ FUSEAB o (TYP.) 0 0 0 0 0 0 ~ o o x GROUNDING ELECTRODE ~ FUSEABLE RISCONNECT COMP. 18.9 -FANS (4.1) o o INSTALLED IN ACCORDANCE 20( 200,000 R.M.S. 1Q 7/09/02 ADDED ELECTRICAL NOTES ~ ~ WITH ARTICLE 250-H--- „ ~ ~r ° Q " 3 ----2" COND IT UNIT #1 - 23.0 X 240 = 5,520.0 VA Q 3 #3 0 ~ UNIT #2 - 23.0 X 240 = 5,520.0 VA Q 1/4 HOLE o +L • 1 ~4 x (nP~) 5/8 MOUNTING aC• o o HOLE 11'P. FAIL LARGEST MOTOR: (220-14) Q ( ) 0 2~ R o a o To Integrated AUTO 225 AMp 1.20 X 240 X .25 = ------------=s------ 720.0 VA TO ISOLATED Ground Plan@ g AUTO TRANSFER SWITCb RECTIFIER LOAD: o GROUND PLANE (Return Bus, Cab( ets, o= o ~ (SWITCH EQUIPMENT building steel 2" C t~° 2° COND~IT 9 X 2400 X 125 - 27,000.0 VA FRAME) To MGB 3 o or 3 #3/0 g RF TEAM LEADER Single Paint 1 #4 TOTAL 40,710.0 VA „ ground rod 5/8 MOUNTING SURGE REAL ESTATE DEPARTMENT ARRESTOR AMPERES: (PRIMARY) HOLE TYP. 1-0 1„ c 1 ° CONDUIT 40,710.0 / 240V = 169.63 AMPS. PROJECT MANAGER x ~ u'~00 200 200 AMP SERVICE FEEDER CONDUCTORS: # 3/0 THHN CONSTRUCTION DEPARTMENT ,I A PANEL °I PANELBOARp w/ 2ao W/ 200 AMP MAIN SERVICE FEEDER AMPACITY: 200 AMPS 1 o,aoc 10,000 R.M,S. TOWER CONSULTANT SPARE AMPACITY: 30.27 AMPS. rr^^ rVJ V! W N.T.S. N.T.S. C DIAGRAM N.T.S. ELECTRIC POWER 10A~ ANALYSIS J w POINT OF SERVICE DELIVERY NOTE: ALL UTILITIES TC CUSTOMER TO SET METER NO CLOSER THAN TO SHELTER UNI 15 NOR ANY FARTHER THAN 50 FROM PROPOSED UT161T1' POLE. POINT OF ATTACHMENT TO BE 18~ MINIMUM TO POWER SERVICE ABdVE FINISHED GRADE. PROPOSED SERVICE DROP NOT CONDUIT (HEAVYWALL) WITH WEATHERHEAD TO PASS OVER VEHICLE-ACCESSABLE AREA. SECURED TO POLE VNTH THREE -24", TWO 200 AMP MAIN BREAKER HOLE STRAPS. VERIFY WITH LOCAL UTILTY ~ SWITCH (BY BLDG MFG.) LOCATED ON EXTERIOR CO. S REQUIREMENT 3- 3 0,2" DIA CONDUIT HEAVYWALL ( ) ~~L SERVICE GROUND SUPPLY AND INSTALL BY CONTRACTOR 1 - 2" CONDUIT AMP I NN T REAKER { NEW UTILITY POLE 3 - 3 0 THHN 200 D SCO EC 8 / SWITCH A ~i 0 ELECTRIC SERVICE METER CABINET 200 AMP 120/240V 1 PHASE 3 WIRE " TELCO DEMARK SUPPLY BY LOCAL UTILITY CO. AND 1 - 2 CONDUIT ELECTRIC SERVICE GROUND INSTALLED BY CONTRACTOR 3 - 3/0 THHN CONDUCTOR IN 3/4" DIA. PVC 1 ti 1 - ~4 THHN SUPPLY AND INSTALL BY CONTRACTOR i EXISTING GRADE - - - - _ - - - - - - - - - . - - - - - - - r INSTALL GROUND ROD PER USE SCHEDULE 40 PVC, MIN. 40" BELOW GRADE -SUPPLIED AND INSTALLED BY CONTRACTOR LOCAL UTILITY CO. REQUIREMENTS USE SCHED. 80 UNDER ROAD BED OR ANY TRAFFlC AREAS. i 1 - 4" CONDUIT I 3 - 500 MCM =r- i~ yil 1 - #3 THHN _ ~ ~ . ELECTRICAL NOTES: 1 { I. DEVELOPER INSTALLS CONDUIT PER CITY SPECS AND DESIGN. R VIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. _ 2. DEVELOPER P 0 1 ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, STATE BUI i'~ V LOPER INS ALLS FIRST 10'. CITY INSTALLS REMAINDER. CODES AND THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L. LI! DE E T A. 1 2-REFER TO SITE LAYOUT PLAN FOR THE EXACT LOCATION 1, 3. DEVELOPER POURS TRANSFORMER PAD PER CITY SPECS AND DESIGN. OF H-FRAME. REFER TO SPECTRASITE STANDARD CD, AUGUST 2000, FOR THI H-FRAME COMPLETE DESIGN AND SECTION CVII-3 (AC POWER AND lELCO), f PARAGRAPH 3.2. 4. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 3-PROVIDE 1/2" CONDUIT STUBBED AND CAPPED FROM H-FRAME TO LEFT GI f V 5. DEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION kJIUVOLU MU GArrtU YVK rUJJIC7Lt YVIUMt mtlrAU LVGAIIVN). i -TSB \ gum , !iu - marls . 1 I ,A I f W-A PURPOSES. 4-CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY FOR METER. 5-CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET. 6. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES (INCLUDING STREET LIGHTS). 1 ELECTRIC SERVICE DIAGRAM I~ it r~•r~a uua u~araun~~ ~~uu~~yiy I a -j i w ££6~ 05~ (£lL} ~ rn LlOLL StlX31 'NOlSf10H a N Z~ ~ ~ 00£ 311f1S ~ o ~ o o Z Hlf lOS d001 1S3M 3N0 > m ' It 1■ SON a0 U ~ * : ~l UQ o 'r-' ' CIN1 ~r a ~ Z i .o. 1 vi ~ Q F- U-) O V ~ N oD ao N w ~ / ~ : : Q : ~ ~ ~ 1/ ~ a 1 ~ > ~ LlJ Q O W J sz I~ ~ 0 ~ Q ~O: ~ w:2~ 11' o0 r w - (n vor... w o U ~ IBS' :o:.'~~:~ ao ~ 'c N ~ Q Z a ~1 'pF. ww H ~ J = " F- m~.... 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O~'8, PG. 284 i,; ~ i M:R.B.C. ` < ~•~~.~.j y "4 ry 25 AfCE$S A r r val. r9, il. ,B: ~J f~ . > ~ y."' ~ ~ i 5v,•~e i,; ~ "fz ~ , ~ v ,'~=r - 5 ~ i " 1 ~ 40 } 1 VC i 10' PUBLIC UTILITY EA M NT 5 .44 SEE ~ , ":w VOL, 4649, PG. 81 ti~<-~~, , 4 ~ 3 W ° ~ 6 Choin Link Fence ~ + R M.R.B.C. r. ~ 1 W 42 x ; t;, ~ i + '41 ~ .00 < N 41'59'41 E~215.69' ~ ~ + , ~ e . W 9. -"fir-"` ~ . r - ;t ` ~~s, r ` y ~ ~ i -1 ~t ~ + , ~'t ~ a I t ~ t ~ws, 4t?t~ 1 • ..f t 30' WIDE DRAINAGE ~.OT ~ EaSEMENT VOLUME 1819 PAGE 30 r;',~: LOT ~ D.R.B.C. « r~ , ' .r ri - 2:. ~ a~ y Q ~ ~ `~.L P , . ~r M r &,.c~. ~ .,Q j ~ ii ~ ~ W ~ rye..; i o M1 h ^e i } ~ R ^ ~ ~ ~ _ A ~ ~ / ' i_ ~ r y GCS/CCC REALTY PARTNERSHIP ~ 4 1 51 N ~ r ~ 3 LOT ONE-R iR , ` ~ ) ~o ~ ' . ; ' ~ ~ " +r' ~ . VOLUME 1556, PAGE 18 a ~ D.R.B.C, s • 4 ~i' a ' ~ ~d x . j I o m 1 ~ o ~ _ Y " ~ ' c x o ~A 'F, 1 0 ~ - - I11~ SET A >~.r . ~ SEE 1N N g1 , ~ ~ ti ;.i N 37 54 30 W (SHEET 2 OF 2~ ~ ; ~T r ~ 10.00 0°~ 1'00 3 * ' ~ . 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LOCATIVE r~ f~~IS~~A" ANa "B" ~f 'lOrl' t F~TAtEO Td R Pllkt ~ARtNG OF S ~e r' P M SE TE BEI aF`_ ptewts# RiR' ran "c" tletd~>:uh e~ rn nr4re~e u,r ~v~,ur.ct ► _ ~Q IAT 111CY SQUAW. PONT "A* WItS' FOLD FOR PQSIflON, bUtSWANIIALLT GOMF'Lltb W11H THE CURRENT TEXAS I " SOCIETY 0 ~.e . SPECIFICAI SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND GCS/CCC REALTY PARTNERSHIP SPECIFICATIONS FOR A CATEGORY 3, CONDITION II SURVEY. W4aPElY 1S SAS #:1ERMINEp TO 8K 9UTME THE '.3W-AR . , . ~ Fl00DPUIN LOCATION r n 1!AAi, Y MANA1 AGENCY fLDOD ' + lRANCE RATE MAP t 2, , ON INS 1" AIMS IMIRTAWD -PR ERTY BUT ARE ; a YYITNESS M WITNESS MY HAND AND SEAL THIS 3RD DAY OF 112-114 HOLLEMAN DRIVE r 4-- 2001 Al N + V Tw' Kow KA1Mf ft". EIEVAItl * SHOW MEI; ARE ASSUMED. 2001 AT HOUSTON, S. .1%E TF PRO . THE T P'ERTY-SFi4Y1N HEREON 1S: 8ASE0 ON .~Gj STEgFO9J~ w . , 114. ,44-$1OWP-ARE0 BY , .L.. r1+JW.%ARKr WC,-ISSUED ON Cobb, Fendley & Associates, Inc. DID)W RMARC" 1~"OUTY Tint IWORMdATION. STEVEN LE LEE STEVEN LEE WRIGHT STEVEN.... WRIGHT Professional Engineers REGISTEREI IS IIE E D 78'A METES AN $00" DESC(opyMOKPARED BY REGISTERED PROFESSIONAL LAND SURVE $'%3 4823 qv Q Registered Professional Land Surveyors _ W y A&*AW7E% W- ~ 1T.17~, py yv{,~ d, '200[1. AND 1fISM d JANUARY y, 2001 0,ESS~o`~~0 5300 Hollister, Suite 400 (713)462-3242 Houston, Texas 77040, _ A ' ~ SLIO DRAWN BY DATE 1013/2001 SHEET 1 OF 2 REVISED CAT REVISED JUNE 7, 2002: ;ADDED EW SUBDIVISION PLAT. DESIGNED BY SCALE 1-=40' F.B. NO. 1391 REVISED, JANUARY 7, 2ADDED TRACTS 4 do 5. 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W d N 0 09 I~ l A 0 3 eBZ 9d eco~ •1on CM I 1N3W3Sr3 I 30rNMa0 ,OOIx,OS I"~-1N3M13Stl3 SS30'Jr ,tz I I ~ r N 'STN I W I I I • ddl~ JIlINI~IA _ _ _ _ _ Z I ~ ~ m 7 a~+ N ~ I ~ .a.e.a.~ I Q rsz '9d 'scot 'ion J~ ~ ~ ~ r t4 / ,Sll I # ~ iN3Y13Sr3 unun ,Ol ~ ~ BIBZ 'Yt'd ~ g ICI s~ ~ ~ ►1 C ~ e ~ tU ~ 1 ~ 1 d 51 a6allo0 ~ o m d~ ~ c, ~ ~ N ,t•£ B p, Oi ..~i c . w • M>fd .Y L Q 2 ~ ~ ~ ~ ~4 S' h1 ' Q CU CLI ~a vo,ye1 ~ ¢ w ~ o Cm 4 t9 d~ ti~ vouf° y C 1. TELEPHONE SERVICE CONDUIT: 1 EACH, 2 1/2"0 RIGID 8. P.V.C. JUNCTION BOX: 2 REQUIRED. ` 3 P.V.C. CONDUIT, SCH. 40, BURIED 12" BELOW GRADE. GROUNDING KIT WEATHERPROOFING 9. EQUIPMENT SHELTER AND COAXIAL CABLE GROUND: GROUND 6 " WIRE IN 1 1 2" P.V.C. CONDUIT, SCH. 40, BURIED 30" BELOW ROOF 6 2. ELECTRIC SERVICE CONDUIT: 1 EACH, 2 ~ RIGID P.V.C. / ' GRADE. CONDUIT, SCH. 40, BURIED 24" BELOW GRADE. 4 RF CABLE GROUNDING KIT ~nnova~~ ' 10. GROUNDING AS PER LOCAL UTILITY COMPANY. (ONLY ONE SHOWN FOR CLARITY) ~nGin~e~in ' 3. BUILDING TOWER GROUND RING: 2 B.T.C. WIRE BURIED . / # . EXOTHERMIC WELDS G 30" BELOW GRADE CADWELDED TO 5/8" 0 x 8' LG. • 11. POWER POLE GROUND: GROUND TO BUI.D~NG/TOWER GROUND RING • • COPPER PLATED GROUND RODS SPACED 12 (MIN.), 11 " CABLE ~2 AWG TINNED 17C~IGn TRAY SOLID COPPER WIRE WITH ~2 SOLID B.T.C. WIRE CADWELD_D TO 5/8 0 x 8 LG. COPPER ' (MAX.) ON CENTERS. ' PLATED GROUND RODS OF THE BUILDING/TOWER GROUND RING. 9 ~ ' SILICONE SEAL AT ENTRY POINT 2929 Briarpark, Suite ~ 329 ' 4. TOWER GROUND: MECHANICALLY GROUND TOWER USING INSULATOR 2 Houston, Texas 77 42 • GROUNDING LEAD Tel : (713) 782-6201 " / 12. GAS LINE TO GENERATOR: 1 1 4"~ COPPER TUBING IN 2" d #2 B.T.C. WIRE TO A 5/8 ~ x 8 LG. COPPER PLATED Fax : (713) 782-6806 • ~ • SCH. 40 PIPE, TESTED IN PLACE. BURY GAS LINE 18" BELOW ~ 6 GROUND RODS OF THE BUILDING/TOWER GROUND RING. ANTIOXIDANT PASTE 6 7 7 FlNISHED GRADE. r , REV /DATE DESCRIPTION 5. FENCE GROUND: GROUND TO BUILDING/TOWER GROUND RING 13. LPG TANK GROUND: MECHANICALLY GROUND LPG TANK WITH 2 8 AT TWO PLACES WITH #2 SOLID B.T.C. WIRE ATTACHED WITH 11N PLA PP R N WIR " TED CO E GROU D E. CADWELD GROUND WIRE TO . STAINLESS STEEL 0 DOUBLE HOLE LUGS AND CADWELDED TO 5/8 ~ x 8 LG. BUILDING TOWER GROUND RING. / /NUTS, BOLTS do WASHERS 0 COPPER PLATED GROUND RODS. • MOUNTING BRACKET Q 14. STANDBY GENERATOR GROUND: USE ~2 B.T.C. WIRE CADWELDED TO 6. FENCE CORNER GROUND: AT EACH CORNER USE ~2 B.T.C. A " EXOTHERMIC WELD 5/8 0 x 8 LG. COPPER PLATED GROUND ROD OF THE WIRE ATTACHED WITH DOUBLE HOLE LUGS AND CADWELDED " ~ BUILDING/TOWER GROUND RING. TO 5/8 0 x 8 LG. COPPER PLATED GROUND ROD. EXI~RNAI GROUND BAR DETAIL 1" ELEC PVC CONDUIT 7. GATE POST GROUND: AT EACH POST USE ~2 SOLID B.T.C. (22CUPPED TO SHELTER SIDES, MIN WIRE ATTACHED WITH DOUBLE HOLE LUGS AND CADWELDED TO 5/8" 0 x 8' LG. COPPER PLATED GROUND ROD. ~E~OTHERMIC WELD TO GROUND RF TEAM LEADER RING PROVIDE A FLAT BRAIDED COPPER GROUND STRAP BETWEEN POST AND GATE. REAL ESTATE DEPARTMENT PROJECT MANAGER CONSTRUCT10N DEPARTMENT BULK HEAD GROUNDING NOT TO SCALE TOWER CONSULTANT rr^^ rVJ VJ W ~ 6 7 ~ SCREW PLUG J W 6 /i~/i~/i~/i /~/i~/i~/i\~ \~r%r%/%ri r\\~/%/i\\~r%~ ~ 1_---- 6" x 24" LONG a 10 . . LPG ~ PVC SLEEVE ~ ~ ~ ~ I , t i i ~ ~ IR IR IR -Uf ~ ao ~ - ~ ~ • . a , ~j y, ~ • ~ ' • • a D • • • , ~2 AWG BARE SOlld 2 3 • ~ COPPER (TINNED) WIRE ■ _ EXOTHERMIC WELD WIRE s' • ~ TO GROUND ROD 5/8" x 8' COPPER • ; CLAD GROUND ROD . ' • ~-*u~ • , . • ~ ' ~ ' I:I ' I . . • I:I 1 . I:I . • ' ~ 5 I;I • • I~I ; CINGULAR WIRELESS I; 9 EQUIPMENT SHELTER I~I . . I:I • I:I 8 • 9 I:I • . P.V.C. J U N CTI 0 N BOX NOT TO SCALE y~~~~~~~`~ / *~~~.~E oF,r~~*~ I:I ; ~ .i j I:I : ~~r . I;I . ~ JOSEPH S. ABBWJD I ~:I . I ~I~ • ,11~. 69894 :~~i/ ~',~F IOEI,~EO. - ~ Cora _ i~6 ~ ~1~ S~ONAI i~ ,t' as vs~ s ~i 5 GEN 14 • • • ~ ~,c~a PATCH TO MATCH EXISTING GROUND ~ APPEARING ON THIS DOCUMENT ces c~ _o►s ~'-g" WAS AUTHORIZED 8Y JOSEPH S. ABBOUD, P.E. MINIMUM TRENCH 69894 ON $~~-eti. EXISTING GRADE III=1 11=1 11=1 11=1 I I \y PRINTED DATE: 12/17/01 / / COMPACT FlLL (90~ I I-I ~ I-I ~ I-I ~ I-III WARNING TAPE III-III-III=1 I - 01'-0• BELOW GRADE DRAWN BY: V.M. N ~ ~ UNEXCAVATED CHECKED BY : J.S.A. 6 BACK FILL W/ SOIL i\//i\ ~ ~ ~ . , , i//~\~ FROM 1RENCH UTILITIES PLAN • ~ • • ~2 AWG BARE SOLID COPPER (11NNED) ~ i/\\//\\ ' • I • • ` WELD GROUNDINGRWIRE 0 GROUND RODS CELLSITE # 517 /\i\i\i\ r rr.\r SOUTHLAND / ~ 5/B x 8 COPPER N CLAD GROUND ROD _ AWI(C%')%) 112-114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 UTILITIES SITE PLAN Eml SCALE: 1 5'-0" GROUND RING TRENCH NOT TO SCALE ICINGULAR WIRELESS I_ _ ~ ~ 1. Site Preparation shall consist of stripping any existing grass, tree roots, debris, C LATITUDE : 35' 35` 44.8" N and organic top soil. The exposed subgrade shall be proof-rolled to detect local weak areas which should be excavated, processed, and recompacted in loose , LONGITUDE : 96' 19' 53.1" w lifts of approximately eight-inch thickness. in the floor slab area, subgrade soils • and any structural fill shall be compacted to a minimum of 95~ of the THIS PLAN IS SHOWN TO CLARIFY TF ;LARIFY THE RELATIONSHIP OF PROPOSED II~nOVdLIVC maximum standard density (ASTM D-698-78) at a moisture content within 2~ of o timum. Tree stum s, if resent, shall be removed below the floor slab area CINGULAR WIRELESS WORK TO OVER P P P ' and the excavation backfill. TO OVERALL SITE ONLY. ~nGin~~~inG ' I RIN ESI IN( ESI IN CLAIMS NO RESPONSIBILITY a~SiGn 2. This property is zone "X", areos determined to be outside the 500 year FOR THE LEGAL DESCRIPTIONS SHOW floodplain as delineated on the Federal Emergency Management Agency ONS In HOWN. REFER TO SURVEY SHEET 2s2H 4BriarpoTk~ Suite ~ 32s SECTOR "A" = 0' TN Flood Insurance Rate Map No. 48O41CO144C doted Jul 2, 1992. y FOR COMPLETE SITE INFORMATION. Elevotions were obtain on this property, but are not referenced to the flood plain datum. Elevations shown hereon are assumed. a SECTOR "B" = 120' TN r 1 ~ 3. Location of Utilities is based upon best avoiloble information, and prior to r construction the contractor shall verify the actual locations in the field. The ING i " " ZON SECTOR C = 240 TN least of which shall be by telephoning the Underground Utilities Coordinating Committee 48 hours prior to excavation on site 1-800-245-4545. R-1 - - - .j ~ i EMAN DRIVE(6o' R.o.w.) HOLL )t ®REF. PT.-TRAC N 41'59'41' E Set x,r ~ • • • • • • Set Cut Fnd, 5 8 LR. C L7 182.22 199.24' 187.12 ~ ~ N 41'59'33• E~176.24' • 50'x100' DRAINAGE 2`(/ J t x' Cut EASEMENT m O C_ - 47 P' ~ sat TRA T va. ,D7s, PG. 284 M.R.B.C. 1 J ~ m CCESS ASEM N ~ Gj G 13,663 SQ. FT. (0.3137 C in+. . Q Q r G ' N Fnd. 5/8' I.R. O + G 1 A 10' PUBLIC UTILITY EASEMENT VOL. 4649, PG. 81 Y/ ~ ~ ~ Mmrhds ~T„ ~ 2 G ~ . ~ ~ LOT 18 LOT 17 ~ S ~ ~ ~ " J o ~ ~ ~ N 6540 30 W ro J 2 m 10' UTILITY EASEMENT 108.74 ~1 VOL. 1078, PG. 284 ING M.rib.~. ZON Fnd. 5 8' I.R. W ~ / ITY OF ~ - 25' ACCESS EASEMENT COLLEG C1 W E VOL. 1078, PG. 264 VOCUMRLINE EASEMEN ON ~ • M.R.B.C. E 1730 pAGE T ~ ~ D.R.B.C. 334 ~k ~ $ t~ m 3 F/ ~ = 20' UTILITY EASEMENT O C/ VOL. 1078 PG. 284 2 `~_Q~ nd.5/I 1 P I TY A M NT M.R.B.C. v ZI 0 UBL C UTILI E SE E P VOL. 4649, PG. 81 PJ M.R.B.C. 8' Chein Link Fens ~/a G CITY P/ 20 OF C . Vii.., / J C ODE OCCEGf , r G VaU~E iC~1CAL SrgnON N 41'59'41• E~215.89' ~ ~ + G ' 23p EAg , PqG EMEN e _ _--ta I ~ G OC D R.@ C E 32g T m 4 Id Q ~ 3 ' i ~ ~ ~ W ~M ~ ~ V _ao.oo ~i G 30' N10E DRAINAG _ n / \ " ~ M Fnd. 5/8• I.R. E r . LOT 19 EASEMENT ~ ~ ~ ~ O LOT 2R o oo, LOT 1 R VOLUME 1819, PAGE 36 J • N D..B.C, ~ ~ N n g qty b 5 ZONING 1-Story t,~ GCS/ccc REALTY PARTNERSHIP o e Metal Building Wy LOT TWO-R (2R) S ~ ~ VOLUME 1558, PAGE 15 a C-~ - D.R.B.C. w nd, 5/8• I.R, ~ ~ , z ~ O M~ O M ye Q 2 v ~ I h W ~ R IP ZONING GCS/CCC EAL1Y PARTNERSH LOT ONE-R (1R) ~ y a~ rn g ~ VOLUME 1558, PAGE 18 Y ~ J W M m m 0 6 r D.R.B.C. 5 . own ~ .r p1 Ua"O W S ~ o c j Fnd. 5/8' LR. s g ~ 00 `C o 1 _ t ~ , r, u' 1 $ ~na ' ~ k Q> ~ ~ ~ . P L ~ Fnd, 5 8 I,R. PJ ~ y 8 G ~ N 51' " ~0 7 P , " 59 46 P N 3T54 30 , 1 E , G 10.00' N 5rpp~ ~ set PK p 4 . 154. ~ ock of Curb Set ~ G pc 05 Px Nan Fnd. 5/B' I.R. • Q ~ Set e ro a de+ ~ . S5 ~ ~ o D~ ~ r . ~ (j TRACT 3 00 3a s 51• " `C/ 149.92' W ~ Nap 59 46 yy UTILITY LEASE EASEMENT 142.33' ~=so'oo 00 ■ ~ O 1 902 S FT. 0.0437 A T ;Q Q. ( oP of ~ R 55.00' ~ N DRNEWAY PLAN ~ k _ ~ m L-86.39 8 20' UTILITY EASEMENT~~ CH=S 0559 46 W VOL. 1078, PG. 284 See Detail m this Sheet B" Dak 77.78' I ~ ~ r M.R.B.C. 1 N 82'59 22 ~P of ~ Fnd. 5/8• I.R. `Detention Pon 41.10 s 8" Oak _ 8" Oak " Oak ~ op of Bonk 20' UTILITY EASEMENT Head Wall i j TRACT 1 VOL. 1078, PG. 284 g 1 ~ M.R.B. C. m 9 N 48'05'22• wJ-~- N 48'05'22• w I TRACT 1 Fnd. 5/8 I.R, ft; ; 40,79' CEL SITE LEASE EASEMENT ' S S . FT. 0.0574 AC. x x 332.24 ~ ~ .80' Fnd 5 8' I.R. S 43'54'38" w~784.D3' I 10 EUNICE 1MWAMS 5.08 ACRES 'I VOLUME 277, PAGE 300 D.R.B.C. x Sorbed Wke Fanee ~ + - SEE ENLARGEMENT IN SHEET C.2 d ZONIN G Al u R-1 Distance from Tower to Centerline - - of Holleman Street = 456 Feet Distance from Tower to Southeast Pro a Line =120 Feet - P rtY r N ~ i ADDRESS: 112-114 HOLLEMAN DR. W OVERALL SITE PLAN DRIVEWAY CROSS-SECTION COLLEGE STATION, TX 17840 SCALE: 1 _ 1 ar-m NOT TO SCALE col CINGULAR WIRELESS • C • 1. 11'-6" x 16'-0" PREFAB EQUIPMENT SHELTER. 2. SITE PREPARATION: SEE GENERAL NOTE ~1 ON SHEET C.1. InnOVdLIVC SECTOR"A" ~n~~n~~~~n~ ' 3. NEW TOWER: 120' A.G.L. MONOPOLE TOWER. RX1 TXt TX2 RX2 ~C,1~7n F N : 6' + 1' 9 GAUGE GALVANIZED CHAIN LINK FENCE 4. CHAIN LINK E CE ( ) 2929 Briarpark, Suite ~ 329 WITH 2: LINE POST (2 3/8" O.D.), 2 1/2" CORNER POST (2 7/8" O.D.), " 1 1 4" TOP RAIL AND WITH A GALV. Houston, Texas 77 42 4 GATE POST (4 1 /2 O.p.), / WIRE AT THE BOTTOM. INCLUDE A 16' GATE OF SIMILAR CONSTRUCTION ~'f~ TOWER Tel : (713) 782-6201 WITH H.D. HINGES AND LATCH ASSEMBLY (FULCRUM X2434 OR EQUAL). T 0 P Fax : (713) 782-6806 ALL TUBING SHALL BE SCHEDULE 40 PIPE. SEE SHEET D.1 FOR DETAILS. J'~ ~i~ ~ ~ REV /DATE DESCRIPTION WITH METER do DISCONNECT: EQUIP FOR 200 AMP., ~ 5. POWER POLE 120/240 VAC, SINGLE PHASE SERVICE. ~ , ry Q ~f 6. A/C CONDENSER DRYWELL: SEE SHEET D.1 FOR DETAILS. - - T I ON SHEET D.1. ~ 7. UNDERGROUND COAX CABLE RUN. SEE DE A L EXISTING ~ 8. 1 4" COPPER GROUND BAR FOR COAXIAL CABLES (2 REQUIRED). ASPHALT / " " 9. SITE SURFACING: STRIP & CLEAR SITE TO SPECS, GRADE, COMPACT, ' RF TEAM LEADER TH AMCO CEF 2000 WOVEN GEOTEXTILE FABRIC ~o• THEN COVER WI „ F OR EQUIVALENT, AND FILL WITH 6 COMPACTED CRUSHED CONCRETE ~ 9f 9~ 3 4 F REAL ESTATE DEPARTMENT BASE MATERIAL. ~iF F ti ~s , " 2 ~ 10. DRIVEWAY (16 WIDE): 2 HMAC OVER 6 COMPACTED CRUSHED CONCRETE ~ OVER GEOTEXTILE FABRIC. SEE DETAIL ON SHEET C.1. ' EXISTING ASPHALT PROJECT MANAGER 11. REINFORCED CONCRETE L.P.G. TANK PAD: SEE DETAIL ON SHEET D.1. BACK OF CURB - TOWER SITE ' 8 ~ 6' z 6' EASEMENT, ANTENNA ORIENTATION CONSTRUCTION DEPARTMENT ( 12. 500 GALLONS L.P. GAS TANK WITH 400 GALLONS L.P.G. W/ 6' HIGH CHAIN LINK , FENCE & 4' WIDE GATE)' N RATOR L.P.G. FUELED 50 KW., 200 AMP., IN / 13. STANDBY GEE ( TOWER CONSULTANT -WEATHER ENCLOSURE. SAW CUT & REMOVE CURB ALL TO FIT NEW DRIVEWAY 14. REINFORCED CONCRETE GENERATOR PAD: SEE DETAIL ON SHEET D.1. ' (MATCH EXIST. ELEVATION) _ I LO CIH TYf CIH TYP. - 6"~ P.V.C. CROSS DRAIN: 18 L.F. r 3~ 0. MIN. 3' ~ 15. NEW 2 ~ ~ ~ C. ~ 10 I MIN. 3' APART LO 1, I I 0 x 20' CONCRE CONCRE v! PARKI I ° ~ ~ NG o TE CURB W ' I SPACE I J ~ . o WP~-E - 0 4 I I o 0 - SS. S - PS _ 16' OF ~ ~ - _ _ ci - +I ~ ~ , 15 8 ~ / 99.00 _ i ~ OF EXIST. SW ~ _ P SED TREES AID SHRUBS ALE SCHEDULE OF PRO 0 w^ ~ I~ IN ACCORDMICE WITH CITY Of HOUSTON ORDINANCE ? - - ~ _ 1 _ _ _ J r N0.91~'p34, SECTION 41~56y INSTAII AND MNHTAII~ Pv ~ - ~ _ m ~ 5 MARK QUAN. TYPE SIZE POINT COUNT NAME W ~ o 4 PPER INDIAN m ~v}' CIH 20 SHRUB 5 GAL. 200 CO a ~ 6 ,i r. R HAWTHORNE 0~ ~ ~ 11 12 -[li' - LIVE OAK ~ LO 2 TREE 2 1 /2 CAL. 300 0 1 m ~ w~'~~ 0 ~ t^oW Jg~ TOTAL POINTS: 500 ~ ~ m = o ~ x~y II ,i ~ II ~ t ~ I QWW> 98.75 ~ 8 ~~~w~ ~a W z~m 2 9 _ .d ~ r O U O Q li a N i t . - 11 CONSTRUCTION NOTES I o ; A ~ ~ LL1r g 316.00 PROPOSED ELEVATIONS I 13 14 a~ i DRAINAGE FLOW 3 i~ 98.50 1D 1 11_6" s ; 47'-2" ~1 - - _ - i - . _ ; { I r ~~W 'i I t~ 1 SOUTH PROPERTY LINE - ~ I r f t~ 7 ti 'U l 112-114 HOLLEMAN DR. W SCALE: 1" = 10'-0" COLLEGE STATION, TX 77840 CE2 V TAPE COLOR CODE CINGULAR WIRELESS ■ C i ~nnova~w~ ~n~~n~~~~n~ ~~s~~n 2929 Briarpork, Suite ~ 329 Houston, Texas 77 42 Tel : (713) 782-6201 Fax : (713) 782-6806 REV /DATE DESCRIPTION D _ - 120' TOP OF TOWER Q _ - 120 TOP OF TOWER _ - 118' ~ OF NEW ANTENNAS ARRAY 0 FOR GNGULAR WIRELESS - - 118' OF NEW ANTENNAS ARRAY FOR CINGULAR WIRELESS RF TEAM LEADER PROPOSED ANTENNA ARRAY PROPOSED ANTENNA ARRAY REAL ESTATE DEPARTMENT ANTENNA MODEL• 7144.24.33.50 ANTENNA MODEL: 7144.24.33.50 4 ANTENNAS PER SECTOR (TOTAL-12) 4 ANTENNAS PER SECTOR (TOTAL-12) AZIMUTHS: 0', 120', 240' AZIMUTHS: 0', 120', 240' PROJECT MANAGER CONSTRUCTION DEPARTMENT TOWER CONSULTANT NO ED T NS VA 10 LE T NA E N EN LAT AL rr^^ A.6.~L. LEVEL OUND VE GR ABO ARE ♦VJ VJ W IFY ANTENNA INFORMATION CONTRACTOR TO VER J ENGINEERING DEPARTMENT WI H CINGULAR WIRELESS T W PRIOR TO CONSTRUCTION. i NEW 120 NEW 120' A.G.L. j NEW 120' A.G.L. MONOPOI MONOPOLE TOWER MONOPOLE TOWER r ~P~~ 0F'T~S11 . *tr~ i ~ ~ JO~PH S: A880UD I..... ~ ~ ~ r~l 0,~ , ls~ 8N EO ~~~i EXISTING NEW CINGULAR WIRELESS EXISTING ~ F METAL BUILDING EXISTING EQUIPMENT SHELTER TREES ~t~ ~~0`~~ ~:~r NEW POWER POLE 1REE METER & DISCONNECT S S„~--~ NEW POWER POLE THE SEAL APPEARING ON THIS DOCUMENT METER & DISCONNECT WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E. 69894 ON - 82 NEW CINGULAR WIRELESS EQUIPMENT SHELTER NEW C.L. FENCE PRINTED DATE: 12/17/01 DRAWN BY: ~•M• NEW C.L. FENCE CHECKED BY : J.S.A. LPG SITE ELEVATIONS NEW GENERATOR ON CELLSITE # 51l NEW LPG TANK ON 4' x 8' CONCRETE PAD 4' x 8' CONCRETE PAD SOUTHLAND NEW LPG TANK ON NEW GENERATOR ON 4' x 8' CONCRETE PAD 4' x 8' CONCRETE PAD ADDRESS: ELEVATION 112-114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 (SOUTHWEST OF SITE LOOKING NORTHEAST) ..r r.iTr ~ nnl/IAI/~ All1DTLJ1AlCCT~ NOT TO SCALE / ~ • SOU I HLA~3I Ur JI I L LUUr\1IVV INUF\ I I I YY L..7 I NOT TO SCALE ~.V CINGULAR WIRELESS 1 ~ u i__-ii t I Y_ 1 i r ~ i s L 120' TOP OF TOWER - - - - ED 0 SN IN EVAT A EL ENN L ANT AL 118' OF NEW ANTENNAS ARRAY - - A.G.L. ~ EVEL ND L ROU VE G ABO ARE FOR gNGULAR WIRELESS VERIFY ANTENNA INFORMATION CONTRACTOR TO PROPOSED ANTENNA ARRAY ENGINEERING DEPARTMENT WITH CINGULAR WIRELESS ANTENNA MODEL: 7144.24.33.50 4 ANTENNAS PER SECTOR TOTAL-12) PRIOR TO CONSTRUCTION. AZIMUTHS: 0', 120', 240' °1 w~ r~ ~ ' ~ A ~ ~ ~ r~ ~ ~ . F ~ r ~ - ~ _ - i ~ - r~ ~ = ■ ~~~r 4 4 NEW 120' A.G.L. MONOPOLE TOWER i _ J r iR ~ EXISTING i TREES t I NEW POWER POLE NEW CINGULAR W METER & DISCONNECT EQUIPMENT SHEL' r J ij I NEW CINGULAR WIRELESS EQUIPMENT SHELTER NEW LPG TANK ON ~ Y 3 ' PAD NEW C.L. FENCE 4 x 8 CONCRETE { ® ® _ .L. FENCE = ~ • NEW C o . s_ , . NEW GENERATOR ON REV /DATE DESCRIPTION 4' x 8' CONCRETE PAD - - ~ - _ - ~ NOf NORTHWEST OF SIIL LUUKII'4U JUUIrltfl31) NOT TO SCALE NOT TO SCALE 7 !1 i SS CINGULAR WIRELE l C 111-6" t' 9'-6" 1' TOP OF FOUNDATION SLAB 2 FEET ABOVE EXIST. PVM'T. InnOV/~LIVC ELEV. = 1QQ7~ #3 ®12" 0. C., E.W. #3 ®12" O.C., E.W. ~n~~n~~~~n~ A 8 8'-O" 3 STRANDS 12.5 GA. GALV. BARBED WIRE ~C,~Gn t° i e V NOTE: Anchor Bolts s z , I. . for Bolts size, location and spacing shall be 3" TYP 2929 Briarpark, Suite # 329 I.: . a " determined in the f r L•I. ~ far. rmined in the field by the contractor. N Houston, Texas 77042 ('1 5%8DI O DT ~ RAIL, SCH. 40 GALV. STL. Tel (713) 782-6201 I I cO ~ 4- 5 W 3 STPS. i I G 4-#5 W/#3 STPS. i 3 CONT. I. # " Fax : (713) 782-6806 I # " N I I. O.C. TYP. (~18 O.C. ( ) I HARD I ~ : I: ~ ~ ~ REV /DATE DESCRIPTION 1 TROWEL ( ~ L 0o I FINISH ~ ~ I - - I - ° ~:NOTE: D I I 12 I i 12 PROVIDE GATE 2-1 2" DIA. CORNER POST I g I I WITH SIMILAR DETAIL + HO HINGES H. 40, 2-7/8" O.D., GALV. STL.) D - I - _ _ _ ~ 2" DIA. INTERMEDIATE POST - - - - ((SCH. 40, 2-3/8" O.O.,GALV. STL.) D 4" DIA GATE POST" ~ ~ ~ ` ~ ~ ~ ~ B N E A P EI .ice ~ t~'I fir. I I - I I SCALE : 1/Y = t'-D" SCALE : 1/2 = 1-0 Reinf, w/ ~4 bars HARD I Y I TROWEL I FINISH I I I A i I CHAMFER ALL EXPOSED EDGES 'i n I FlNISHED GRADE. 1 -------J -----r---.-- FINISH FLOOR OF I PREFAB SHELTER CLEAN IBRUSH ELEV. = 101.88 ~ , i,. FINISH ; , i I 3®12"O.C., E.W. 1 2" sloe " WWF• 1 /2 slope El ~Y ••r . ~ .I I . .i 'l . ~ ~ 4- 5 W 3 STPS. .I: a~, 4-~5 W/#3 STPS. f i •,~.t - - . ~ N ®18 O.C. TYP. A18 O.C. ( ) . • ~ ) :CLEAN ,I • •I I;; z .BANK SAND: ~ so ~ f.. ~ , ~ " d 5 4 2 -6 " " N 12 12 12 111-6" R~ NF REI IN E rf EI 'y. 9 • ~ SCALE : 1 2' = 1 SCALE : 1 /2" = 1'-0" SCALE : 1 /4 = 1-0 / }1 1 1. r ~ r iJ SCALE : AS SHOWN i FINISHED GRADE ; ~ . • 'l d CEMENT ; ~ . N STABILIZED ~ ~ ' • SAND a . ~ ' (12) - 4"~ SCH. 40 P.V.C. PIPE Q • ~ - W/ 2" MIN. SPACING HORIZONTAL & VERTICAL " 6" COMPACTED . ` • LE ~ 30 SAND BED CAB ° . ~ LADDER SPECIFIED I 1 L~ ~ i ~ ~ -i . s ~ (SEE SIiEE . N.T.S. ~ ' = I I=III=III=III COMPACTE I I _ _ . III=1 i 1=III-_- • ~ - =11 =III -III I~' • COAX CABLES SELF SUPPORT ~ ° ~ ~i I I=III=III= III z = - _ = UNDERGR( TOWER N_ _ 1 I-III-I I I_I I I . I i COAXIAL ~ _ _ - - UTILITY LII _III-III-III III • CABLES = 1=III=11 . I_I I , ' - - UNDERGR j ~ {u ° ' UTILITY/TELCO GALV. i a • HOOD ~ ~ \ METAL ~ GRAVEL . ~Z • ~ • ~ \ UNDERGR e ~r \ UTILITY TELCC \ / ~a-- _ 4 Q G \ _ d a co ~i a a - A \ e ~ a a a a. a a . a t d e . LE IN a s. 1 I... , . ~ • . I ~ 1 I ~ I z Z ~ 1I!1I~ -f~ .~ti . 1. d, ..'•q:. m • ems... ° ' I I • I I p a a e'. . ~ . 7i d• i N ; l • . CEMENT . . a ~ N.T.s. ~ ~ : STABILIZED - _ _ AND lr~ r _ (12) 4-0 112-114 HOLLEMAN DR. W SCH.40 COLLEGE STATION, TX 77840 P.V.C. PIPE 90'BEND col t° 6" COMPACTED SCH. 40 SAND BED P.V.C. A D.1 U)TILITIES DETAIL NOT TO SCALE JA/C CONDENSER DRYWELL NOT TO SCALE CINGULAR WIRELESS NDE C ENCH NOT TO SCALE UNDERGROUND UTILI I IT,, U RGROtJND COAX ABLE TR C 2 1 2"~ RIGID 8. P.V.C. JUNCTION BOX: 2 REQUIRED. PHONE SERVICE CONDUIT: 1EACH, / 1. TELE " GROUNDING KIT WEATHERPROOFING . CONDUIT SCH. 40, BURIED 12 BELOW GRADE. N COAXIAL CABLE GROUND: GROUND P.V.C ~ 9. EQUIPMENT SHELTER A D OUND ROOF 3 WIRE IN 1 1/2" P.V.C. CONDUIT, SCH. 40, BURIED 30" BELOW BELOW ■ ~ ~ I SERVICE CONDUIT: 1 EACH, 2"s~ RIGID P.V.C. g 2. ELECTR C " GRADE. RF CABLE GROUNDING KIT ~ C 6 CONDUIT, SCH. 40, BURIED 24 BELOW GRADE. . TI ITY COMPANY, (ONLY ON F SHOWN FOR CLARITY) ■ I~CC~~I1G Icn~~ 10. GROUNDING AS PER LOCAL U L 4 ING TOWER GROUND RING: #2 B.T.C. WIRE BURIED EX ~ C WELDS ~ ■ acS~C~1 3. BUILD / , CABLE #2 AWG T~ NNED OUND RING TRAY SOLID C0~■"' PER WIRE 0" BELOW GRADE CADWELDED TO 5/8 ~ x 8 LG. ~ 11. POWER POLE GROUND: GROUND TO BULI)ING/TOWER GROUND RING 3 17 ' ATED GROUND RODS SPACED 12 (MIN.), WITH 2 SOLID B.T.C. WIRE CADWELDED TO 5/8 0 x 8 LG. COPPER 2929 Briarpark, Suite # 329 LG. COPPER SILICONE ~ SEAL AT ENTRY POINT Houston, Texos 77042 • COPPER PL # GROUND RODS OF THE BUILDING TOWER GROUND RING. MAX. ON CENTERS. PLATED / ND RING. inici a eTnR Tal (71 ~1 7A~_R~f11 ( ) SING " " WER GROUND: MECHANICALLY GROUND TOWER U 12. GAS LINE TO GENERATOR: 1 1 4 ~ COPPER TUBING IN 2 ~ g 4. TO / _ _ _ WIRE TO A 5 8"~ x 8 LG. COPPER PLATED PIPE TESTED IN PLACE. BURY GAS UNE 18" BELOW _ _ #2 B.T.C. / SCH. 40 , RODS OF THE BUILDING/TOWER GROUND RING. FINISHED GRADE. GROUND ~ 6 6 ~ ND: GROUND TO BUILDING/TOWER GROUND Rt!'~G 13. LPG TANK GROUND: MECHANICALLY GROUND LPG TANK WITH #2 7 5. FENCE GROU _ ~r.. ACES WITH 2 SOLID B.T.C. WIRE ATTACHED W'~ ~H TIN PLATED COPPER GROUND WIRE. CADWELD GROUND WIRE TO AT TWO PL # „ 8 LE LUGS AND CADWELDED TO 5/8 ~ x 8 LG _ BUILDING/TOWER GROUND RING. DOUBLE HO i COPPER PLATED GROUND RODS. 14. STANDBY GENERATOR GROUND: USE #2 B.T.C. WIRE CADWELDED TO ER GROUND: AT EACH CORNER USE #2 B.T.C A 5 8" ~ x 8' LG. COPPER PLATED Gf;OUND ROD OF THE 6. FENCE COIN / i HED WITH DOUBLE HOLE LUGS AND CADWELDED T R GROUND RING. WIRE ATTAC BUILDING/ OWE 4 5 8" 0 x 8' LG. COPPER PLATED GROUND ROD. TO / T GROUND: AT EACH POST USE ~2 SOLID B.T.G 7. GATE POS pWELD D TTACHED WITH DOUBLE HOLE LUGS AND CA ~ WIRE A 8" 0 x 8' LG. COPPER PLATED GROUND ROD. 1 TO 5/ FLAT BRAIDED COPPER GROUND STRAP BETV1/~EN PROVIDE A v~ POST AND GATE. r i t i_ r ti. t 1...-. ~ - °'r~r ~ ~ - - Iii i i ~ . ~ 1 •r 1 ~ { 6 7 / ~ I 1 I 6 ■ ~ 1_----- LPG 10 i ~ ' • N • ~ ' Q ,1 • • l7 . C . e ~ 3 \ . I ~.IF'_. 12 ~ ' . . , ~ y • ~ a • ~ . , ■'r.~~~ 4~_ uEiUT 9 ' . I:I: Q I~ .L I.I. 1 5 ~ " I'I` ' 11-6 x 16 I,I; N f to 1 Y CINGULAR WIRELESS ; ; I. a • UIPMENT SHELTER I, EQ ~ I•I~ 9 I:I: 8 I:I. H f : I;I~ F r,~,.- i:l. ; - - I~I; , .J _ . i I.I, 13 ' . . I:. ,I. ~ , I:II GAS 9 ,:I GAs , , A S~ 1 _ ~l / S • EGA ~ GAS S' i GAS ~ g ~ GAS GAS 4 ~ GEN ~ ~'s i 5 GAS GAS GAS - 4' t 6 N I 112-114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 I UTILITIES SITE PLAN Eml . scuc: 1 - r-r GROUND RING TRENCH NOT ALE gNGULAR WIRELESS . . I i LOADS: 1 1 " GENERAL LIGHTING: " " 12 X 16 X 3VA X 125 - 720.0 VA „ " OUTSIDE LIGHTING: 1A X 120V X 125 _ 150.0 VA ;nnova~w~ FROM ELECTRIC SERVICE GENERAL-PURPOSE RECEPTACLE: Cn~71nCC~lnC s x 180 vA = 1,080.0 vA a~S;Gn 23~-3/4" 0 1 1 1 1 1~ 14 1~ 1 1 1 2" 2" 1 1 1 1 1 AIR CONDITIONING: 2929 Briarpark, Suite # 329 0 0 UNIT #1 (FLA) Houston, Texas 77042 Tel : (713) 782-6201 COMP. 18.9 -FANS (4.1) Fax : (713) 782-6806 = o _ " ~ _ acv FIELD WIRING 0 1 /4 HOLE ~ ~ _ (T1'P•) 0 0 0 0 0 0 0 ~ u~i ~ o o = ~ FUSE 200 AMP UNIT #2 (FLA) REV /DATE DESCRIPTION GROUNDING ELECTRODE o o acv ~ ~ INSTALLED IN ACCORDANCE ~ ~ FUSEABLE DISCONNECT COMP. 18.9 -FANS (4.11) 0 200,000 R.M.S. WITH ARTICLE 250-H-- „ acv = 0 1 .__._2 r` ~ Q " ----2" CONDUIT UNIT #1 - 23.0 X 240 5,520.0 VA Q 1 4 HOLE 3 / ° (TYP.) A.C. 3 #3 0's UNIT #2 - 23.0 X 240 - 5,520.0 VA 1 ~4 Q ~ 0 0 5/8 MOUNTING HOLE (TYP.) FAIL LARGEST MOTOR: (220-~4) o~ o o To Inte rated 225 AMP 1.20 X 240 X .25 = 720.0 VA ~ g AUl ~ TO ISOLATED Ground Plane AUTO TRANSFER SWITCH RECTIFIER LOAD: = o= o o GROUND PLANE (Return Bus, Cabinets, r~ (SWITCH EQUIPMENT building steel) „ FRAME) To MGB 2 2" CONDUIT 9 X 2400 X 125 _ 27,000.0 VA 0 3 ~c0 ro or 3 #3/0's RF TEAM LEADER Single Point 1 4 TQTAL 40,710.0 VA = 5/8" MOUNTING ground rod = HOLE TYP. SURGE REAL ESTATE DEPARTMENT ARRESTOR AMPERES: (PRIMARY) 1" CONDUIT 40,710.0 / 240V = 169.63 AMPS. PROJECT MANAGER moo 2( 200 AMP SERVICE FEEDER CONDUCTORS: ~ 3/0 THHN A.C. CONSTRUCTION DEPARTMENT of PAN PANELBOARD . _ W/ 20i W/ 200 AMP MAIN SERVICE FEEDER AMPACITY: 200 ALPS 1 D;D 1D,Dt>"0 T~t.M:S. TOWER CONSULTANT SPARE AMPACITY: 30.27 AMPS. rr^^ ♦♦V, VJ N.T.S. N.T.S. ' w .K DIAGRAM N.T.S. ELECTRIC PO ~ER LOAD ANALYSIS ~ w 7 ~ P INT 0 OF SERVICE DELIVERY NOTE: ALL UTILITIES CUSTOMER TO SET METER NO CLOSER THAN .UTILITIES TO BE BROUGHT TO SHELTER U 15' NOR ANY FARTHER THAN 50' FROM PROPOSED SHELTER UNDERGROUND OUTtINE OF EQUIPMENT BUILDING UTILITY POLE. POINT OF ATTACHMENT TO BE 18' MINIMUM TO POWER SERVICE ABOVE FINISHED GRADE. PROPOSED SERVICE DROP NOT SURGE ARRESTOR 1-PHASE NORTHERN ~ ~ CONDUIT HEAVYWALL WITH WEATHERHEAD t ( ) TO PASS OVER VEHICLE-ACCESSABLE AREA. ~ W TECHNOLOGY LAP-B W/60 AMP FUSIBLE SECURED TO POLE WITH THREE -24`, TWO 200 AMP MAIN BREAKER DISCONNECT SWITCH (BY BLDG. MFR.) . HOLE TRAP SWITCFI BY S S. VERIFY WITH LOCAL UTILTY ( BLDG MFG.) ~ ~ r CO.'S REQUIREMENT LOCATED ON EXTERIOR r' AUTO TRANSFER SWITCH, 225A 1-PHASE, ~ 3- 2" DIA C N IT H ~3/ , 0 DU (EAVYWALL) ~VYWALL) 3 VNRE (BY BLDG MFR) SERVICE GROUND SUPPLY AND INSTALL BY CONTRACTOR _ ELECTRICAL PANEL "LP", TYPE 1 ENCLOSURE 1 - 2" CONDUIT W/200 AMP MAIN BREAKER, 120/240V NEW UTILITY POLE 3 - 3 0 THHN 200 AMP DISCONNECT BREAKER SWITCH :R SINGLE PHASE 3 WIRE (BY BLDG MFR.) • WEATHERPROOF PULL-BOX FOR TELEPHONE FACILITY CONDUITS. Q ELECTRIC SERVICE METER CAEIINET L SUPPLY AND INSTALL CONTRACTOR. 200 AMP 120/240V 1 PHASE 3 WIRE TELCO DEMARK ELECTRIC SERVICE GROUND SUPPLY BY LOCAL UTILITY CO. AND 1 - 2" CONDUIT CONDUCTOR IN 3/4» DIA. PVC 'I~ ®Y01~9r'tR~~#R ~ - 3,~ Tf~FW SUPPLY AND INSTALL BY 1 - ~4 THHN (P~~ ~F.TFyt~l CONTRACTOR i~~JOSEPH~S.~ABBOUD~~i EXISTING GRADE - - 'll~'~.~, X69894 , : - - - - - - - - - - - - - - - - - - - - - ~ ~ '~F . ~CENSEO . I'___ INSTALL GROUND ROD PER » USE SCHEDULE 40 PVC, MIN. 40 BELOW GRADE -SUPPLIED AND INSTALLED BY CONTRACTOR Y CONTRACTOR ~ 2 1/2" DIA. CONDUIT (HEAVYWALL) 90' BEND LOCAL UTILITY CO. REQUIREMENTS USE SCHED. 80 UNDER ROAD BED OR ANY TRAFflC AREAS. SUPPLY AND INSTALL BY CONTRACTOR 1 - 4 CONDUIT - 500 MCM 7 NEW UNDERGROUND TELEPHONE SERVICE THE SEAL APPEARING ON THIS DOCUMENT - #3 THHN 2" DIA. CONDUIT (HEAVYWALL) 90' BEND IN PVC CONDUIT SCHED 40 - 30" MIN. WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E. 3 SUPPLY AND INSTALL BY CONTRACTOR BELOW GRADE. PROVIDE FULL LENGTH 69894 ON ~i~tl..a'L PULL ROPE IN CONDUIT. VERIFY W/ LOCAL TELEPHONE CO. SUPPLY AND INSTALL BY i CONTRACTOR PRINTED DATE: 12/17/01 DRAWN BY: V.M. • CHECKED 8Y : J.S.A. 1-ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, STATE Bl 6-CONTRACTOR TO LOCATE METER RACK TO ENSURE WORKING SPACES REQUIRED BY CODES AND THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L. L iALL~BEAU.L.BLIISTEDG OFEENCLOSURESIAND2TIiE CHAEN ~NKOE~NCEODES ARE MAINTAINED BETWEEN FRONT ELECTRICAL DETAILS 2-REFER TO SITE LAYOUT PLAN FOR THE EXACT LOCATION OF H-FRAME. REFER TO SPE:CTRASITE STANDARD CD, AUGUST 2000, FOR T} 7-SHOW LOCATION (INCLUDING DIMENSIONS) OF ALL CAPPED UNDERGROUND CONDUIT H-FRAME COMPLETE DESIGN AND SECTION CVII-3 (AC POWER AND TELCO), ' 2000, FOR THE ON FlNAL AS-BUILT DRAWINGS SUBMITTED TO SCICM. CELLSITE # 517 Z AND TELCO), PARAGRAPH 3.2. 8-COORDINATE EXACT LOCATION OF UNDERGROUND FEEDERS AND CIRCURRY WITH THE SOUTHLAND 3-PROVIDE 1/2" CONDUIT STUBBED AND CAPPED FROM H-FRAME TO LEFT SCICM. (STIIRRFt1 ONt1 ROPPFII Gf1R D(1cclGl C CI ITI IAC vNDen i nrnTin~i~ 9ME TO LEFT GATE POST 9-CONTRACTOR SHALL COORDINATE EFFORTS WITH fl nr.Ai . Fi FcTRicai 1 ai~runRiTV vil/ HAVING JURISDICTION (AHJ) AND OTHER TRADES TO DETERMINE "FROST" LINE, AND HUUKt~~: 4-CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY FOR METER. FOR METER. TYPE(S) OF RACEWAYS REQUIRED FOR INSTALLATION. 112-114 HOLLEMAN DR. W 5-CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET. 10-ALL COMPONENTS TO BE AS SPECIFIED OR EQUIVALENT AS APPROVED BY SCICM. COLLEGE STATION, TX 71840 s 11-ALL BREAKERS SUPPLIED BY CARRIERS. E02 ELECTRIC SERVICE DIAGRAM CINGULAR WIRELESS 111-6" ■ C 1' 9'-6" i' TOP OF FOUNDATION SLAB 2 FEET ABOVE EXIST. PVM'T. " ELEV. = 1, 0.75 #3 ®12 O.C., E.W. 3 STRANDS 12.5 GA. GALV. BARBED WIRE ;nnova~~v~ A " #3 ®12 O.C., E.W. t-1/4" DIA. TOP RAIL, SCH. 40 GALV. STL. cnGillcc~i~1G ------1 I,. I NOTE: Anchor Bolts size, loci dolts size, location and spacing shall be 3" TYp, STEEL HAT ~ I I ~ l a h determined in the fielc fined in the field by the contractor. CHANNEL CONT. 2929 Briarpark, Suite ~ 329 i ~3 CONT. I 4-#5 W/#3 STPS. i I. I 4-#5 W/#3 STPS. ( 2"z4" TREATED SOUTHERN Houston, Texas 77 42 HARD I N I I ®18" O.C. (TYP.) N I' I ®18" O.C. (TYP.) TROWEL I 1 I. YELLOW PINE ALTERNATNE) Fax : (713) 782-6806 °D I FINISH I ~ ~ ~ ~ ATTACH PICKETS W/ GALV. ' ' ' _ X10 X 2" DECK SCREWS REV /DATE DESCRIPTION z 12" 12" 0 6 - I I ~ - - - - - - - - ~ - - ~ - - ~ ~ 1 B 9 02 CHANGE CHAIN LINK FENCE TO SOLID ~ ~ ~ ~ ~ L_______ _ ___J = ' - - ' ~ ~ ~ 2-t/2" DIA. CORNER POST h ~ SCREENING wOOD FENCE. - r---------- !f ff ~ _ _ - _ _ - _ - - - - _ ~ ':NOTE: (S H. 40, 2-1/8" O.D., GALV. STL) Q PROVIDE GATE 1" DIA. INTERMEDDIATE POST Q WITH SIMILAR 4( SCH. 40, 2-3 8" O.D.,GALV. STL) I I EI EI B I I r R P l DETAIL + HO HINGES 4" DIA ~ • R I SCALE . 1/2 - 1-0 SCALE . 1/2 - 1-d HA D PLAN (SCH. 40, 4-1/2 O.D. GA;V. sTL.) TROWEL I w/ ~4 bars ~ 15" Ihaz. space e.w., e.f. I I Reinf, w/ ~4 bars f1' ~ FINISH A I I 0 1-114" DIA. MIDDLE RAIL n I I CHAMFER ALL EXPOSED EDGES ( SCH. 40, 1-5/8" O.D. GALV. STL.) RF TEAM LEADER ~ccn rnnrc I ~ 1"mod"vA~ DCIIW/N111 DII`IfCTC-; I FlNISHED GRADE FINISH FLOCR OF ---~---i---' ~ I PREFAB SHELTER 1 IBRUSH) ELEV. = 101.08 FINISH) ~ CLEAN BAr I I " /i. #3 ~ 12 O.C., E.W. ~ ' \ l+ 1 2" sloe W'W'F' / P 2' = L.. d <O a ~1~- • . l , I I ~ I EI.E~A t I I ~ _ ,I ~ - I ' i - I ~ t~-{ • a 4 #5 W/~3 STPS. a 4 #5 W/#3 STPS. I i t-,_ I I X18" O.C. TYP. I I X18" O.C. TYP. I rl' ~ N ( ) ( f • I I ::.:.CLEAN ,:.I r r r • n~- ~ ~ .BANK,SAND'• I 5 4 2 -6 ~ 12" 12" 12" 111-6" REINF R EI SE I N E N ~ 1 SCALE : 1 /4" = 1'-0" SCALE : 1 /2" = 1'-D" SCALE : 1 /2" = 1'-0" 1~ I f i SCALE : AS SHOWN r FlNISHED GRADE a a • • i b' . •d CEMENT = ' N STABILIZED d SAND ' O O C1 12 - 4"0 SCH. 40 P.V.C. PIPE ( H _ • W 2" MIN. SPACING HORIZONTAL / ..a,.~. , ~ Sly - . ~ F - ,,^ri ~;,~-k & VERTICAL ' " 6" COMPACTED CABLE = 30 SAND BED ( { LADDER f0 l~e~~ SPECIFIED PA ~ ~ r (SEE SHEET N.T.S. _ 1=III=III=III=III coMPACrED III-III-III= AX ABLES = ~ =III=11 =III CO C o~ it SELF SUPPORT i ~ I11=III=III=III= 11` TOWER iv ? I=1 I I=1 I I=1 I I=1 I I UNDERGROUI COAXIAL ~ - - - - UTILITY LINE . III=III=III=I I I CABLES =1 I I=1 I I=1 I I _ - = UNDERGROU GALV. UTILITY/TELCO LI M TA ~ \ E L HOOD ~ m ~ GRAVEL FIL - z \ \ R \ UNDERG OU \ UTILITY TELCO LI / G d d da \ 1 d d ~ 4 d ~ t0 d a A d a ~ a d C 4 d d I. d Q d d » d Q s - SIN lE r a s v a i ~ i 111111„~..~ Ir1~~l Z Z i ir~r ~ ~ e~ ~ a ~~~i ~ 1 , ~ N , • o N.T.S. ~ ~ CEMENT a' , ~ - - - STABILIZED _ s ~ _ _ ' ~ i . - SAND ' ~ - (12) - 4 ~ '~'.l;•}r.~ ..r~;:_`i:,Ygti'.,;:. u;::+ s; ^2i;:r: :Y ;;er'i aN; r•.'~.~ .;'`~a:i' 4~:;:: SCH. 40 x.::.•: ~yy~t; P. V .C. PIPE 112-114 HOlLEM1W DR. W 901BEND COLLEGE STATION, TX 77840 6" COMPACTED SCH. 40 A SAND BED P.V.C. D.1 ;Ik'•'. r COAX CABLE TRENCH NOT TO SCALE UNDERGROUND UTILITI JTILITIES DETAIL NOT TO SCALE A/C CONDENSER DRYWELL NOT TO SCALE CINGULAR WIRELESS ` F C ~nnova~~ ~n~~n~~~~n~ ~~s~~n 2929 Briarpark, Suite ~ 329 Houston, Texos 77 42 Tel : (713) 782-6201 Fax : (713) 782-6806 REV /DATE DESCRIPTION 1 0 1Q 7/09/02 CHANGED TOWER HEIGHT FROM 120' T0116'. 118' TOP OF TOWER ~ - - - - Q2 7/09/02 REVISED LANDSCAPING LAYOUT. 118' TOP OF TOWER - - - E EVA IONS NOTED N ENNA L T ALL A T CL OF NEW ANTENNA ARRAY - - OF NEW ANTENNA ARRAY - - R IN U AR WIRELESS ND LEVEL A.G.L. . Fo c G L AR ABOVE GROU FOR CINGULAR WIRELESS 0 E CONTRACTOR TO VERIFY ANTENNA INFORMATION RF TEAM LEADER PROPOSED ANTENNA ARRAY ANTENNA MODEL: 7144.24.33.50 WITH CINGULAR WIRELESS ENGINEERING DEPARTMENT r PROPOSED ANTENNA ARRAY 4 ANTENNAS PER SECTOR (TOTAL-12) ( N. PRIOR TO CONSTRUCT 0 AZIMUTHS: 0', 120', 240' ANTENNA MODEL: 7144.24.33.50 REAL ESTATE DEPARTMENT 4 ANTENNAS PER SECTOR (TOTAL-12) AZIMUTHS: 0', 120', 240' PROJECT MANAGER CONSTRUCTION DEPARTMENT TOWER CONSULTANT ♦v~ VJ W J W NEW 118' A.G.L. ~ NEW 118' A.G.L. ~ MONOPOLE TOWER MONOPOLE TOWER EXISIING METAL BUILDING /~*~~P~~ ~F'TF~~*' 1 EXISTING •~*,J TREES ...D..; I ....................:...I f~l~~'• 69894 NEW CINGULAR WIRELES! r VT SHELTER SS f', t`~~ONAL~~'~~ EQUIPMENT SHELTER NEW CINGULAR VMRELESS ~ EQUIPMENT SHELTER S ~ --1 ~ ~ R 4.D~ NEW POWE NEW POWER POLE NEW POLE W/ METER & DISCONNECT THE SEAL APPEARMMjl6 ON THIS DOCUMENT ~ EXISTING UVE OAK METER do DISC. WAS AUTHORIZED BY JOSEPH S. ABBOIID, P.E. UVE OAK 2 TREE o TREE o TREE 69894 ON 'g. • • et A ~ W` • NEW C.L. FENCE PRINTED DATE: 12/17/01 4 ~ a . „ DRAWN BY: V.M. . w NEW C.L. FENCE LPG i _ ~ NEW LPG TANK ON r i NEW SHRUBS ~ ~ NEW GENERATOR ON 4 x 8 CONCRETE PAD 4' x 8' CONCRETE PAD I JY it _ -•rr [L[ V h I I% f IN 112.114 HOLLEMAN DR W _ LLLVA I IVN (NORTHEAST OF SITE LOOKING SOUTHWEST) COLLEGE STATION,TX 77840 (NORTHWEST OF SITE LOOKING SOUTHEAST) (NORTHE NOT TO SCALE NOT TO SCALE CN4 CINGULAR WIRELESS • • ■ 1. Site Preparation shall consist of stri in on existin rass, tree roots, debris, C PP 9 Y 9 9 - LATRUDE : 35' 35' 44.8" N and organic top soil. The exposed subgrade shall be proof-rolled to detect local weak areas which should be excavated, processed, and recompacted in loose . • ' " N LONGRUDE : 96 19 53.1 W Ilfts of approximately eight-Inch thickness. In the floor slab area, subgrade soils and any structural fill shall be compacted to a minimum of 959 of the THIS PLAN IS SHOWN TO CLARIFY Tf CLARIFY THE RELATIONSHIP OF PROPOSED maximum standard density (ASTM D-698-78) at a moisture content within 2% 1(1 ~111CDA1 I CITC (1All V ~nnova~~r of optimum. Tree stumps, if present, shall be removed below the floor slab area CINGULAR WIRELESS WORK TO OVERI and the excavation backfill. f - 2. This property is zone "X", areas determined to be outside the 500 year flood lain as inea ed n h F ral m r FOR THE LEGAL DESCRIPTIONS SHOW p del t o t e ede E e gency Management Agency SECTOR A = 0 TN Flood Insurance Rate Map No. 48041C0144C dated July 2, 1992. FOR COMPLETE SITE INFORMATION, Elevations were obtain on this property, but are not referenced to the flood plain datum. Elevations shown hereon are assumed. SECTOR "B" = 120' TN - 3. Location of Utilities is based upon best available information, and prior to constructign the contractor shall verify the actual locations in the field. The SECTOR "C" = 240' TN least of w~lich shall be b telephonin the Under round Utilities Coordinatin Y 9 9 9 ONI~1 Committed 48 hours prior to excavation on site 1-800-245-4545. R-1 i 60' R.O.W. HOLLEMAN DRIV ~1~~ ~F T ®REF. PT.- 3 set st at Fnd.S LR. c ~ 0 187.12' L7 182.22 N 41'5933' EN170.24 199.24' I 1 / / / I / / ~ -50'x100' DRAINAGE I 1 I I I jX at / / EASEMENT - _ _ - " C5~ I 25' B-L- - - - - - - - - -1(f76-f~G. 'F84 M.R.B.C. ~ ~i5' B.L. -~---------------}-------I-- - ~$tT 1 / / Ir c 1 I I - I I 1 / / r I I / 1 / / I O I I ~Ci / l Q ~3 I I I / 1 ' I I / I r nd. 5/8' LR. Q I / 10' PUBLIC UTILITY EASEMENT ' rf Q' nJ I I I / 4849 PG. 61 ~ l.1 I I I / ~ Sbn~Manhde M.R.B.C. I G G ' / / / I, Z P~ I I I g G LOT 17 T _ ~ ~ - - - ~ I , ~ I I I- _ " ~ G + - -1 _ N 6540 30 wJ ► 2 O '1 - I I I I - J~ 1 m ~ ! r 10' UTILITY EASEMENT ~ ~ _ _ 1.74 I ~ ~Ci • ~ I vol. 1o7e, Pc. tea I L I ~ - - _ G ~ J G I M.R.B.C. I _ _ - _ I nd S/8' I.R. r' W V' ~ I I - ^ . I ~ ZONING I I ITY ~ ~ ~ - - _ _ _ _ J r 25' ACCESS EASEMENT WA OLIEGE ;T _ _ li j~ J I VOL. 1076, PG. 284-"I VOLUM~NE EASfr,IEN ~ ~I - ~ LOT 18 n; _ I M.R.B.c. I E 1730, Pqr T 8 kl 1 I C ~ E 334 ~ - rh I I D.R.B.C. .k I I ~ ~ I I . I, S 3 r F ~ I~ I Q I I I 20~ UTILITY EASEMENT 'V r I VOL. 1078, PG. 284 Q~1 ~ I • I ~ nd. 5/8' I.R. r I I M.R.B.C. v 1' 10' PUBLIC UTILITY EASEMENT ~ 1' ~ ` VOL. 4649 PG. 81 I PJ ~ Ir e groin Lkik Fence I (j • I I ,cif. ~ ~ , I M.R.B.C. I I P/ I 20 ~ r J Q I ODE f `~Cf I I (j I. ~cuMe 1i~lcgi SigpON i 8 N 41'59 41 EN215.89' I ~ + G ~ 30 EASe - _ _ I ~ 9 I . Pq Mf d a \ G ~ I D.R.B. C, GE 328Nrf ro 4 o I QC,~O WI ' " I ~ lCi D~ ~ I I ' 40.00'1 I 'U G r' I i . I~ ~ ' " I ;,1 I~ nd. 5/8 I.R. 30' WIDE DRAINAGE LOT 19 s M NT I V ~ I o ro I EA E E pB' ~ LOT 2R $ r VOLUME 1819 PAGE 38 1 O I I - J M~ ~a LOT 1 R D.R.B.C. I ► , • I I ~ I I~ 8 N I I r:N I : I ' I I 8^ I, I 5 ~~T I 1-Story Ww GCS/CCC REALTY PARTNERSIIP I r~ Zj01\11\G Io Metal Building ~ LOT T1M~"'R (2RI I . I Ir I I; ' ~ va.UME 1660. PAGE 15 I . I ~ . I ~ ~ I nd. 5y'e I.R. ~ ~ D.R.&C. I I W C-2 I ~ . I ~ r o I ~ I ' ~ti ~ Irk k y~ I • I ~ 2W I n G W ZO ~ ~ ' GCS/OOC REALTY PAR4ERNIIP IC I: I y W a I ro ' LOT OtE-R (1R) I ,I I : ~c a~ I,~ 8 ME 1 PAGE 18 Ir I W W mai 6 VOLU 550. I . . II ~ O.R.B.C. Y I~ I ~ I ~ r m I• I ~QWO I r ~ •I • I : ~aa I . , I € , r . _ _ ~ I ~ ~ ~ nd. 5/8 I.R. 2 QG~. $ II / w V P p _ / d' V I \ P• $ I o ~Aephal }c I P' ~ tl - _ _ I . I ~ J I I ~ G• ~ ~ ~ 4 ~ I I P I N ~ _ a8 7 ` I • 51'59 46~ E~ r _ ~ I G N 3T54'30" V~ , I N 52• t Px ~ J - / \ G ~ 10.00 00 38 E I ~ NoA I r J I 154 ~ ek of arb ~ Set / Fnd. 5/8' LR. r Q ~ .05 PK Nap ~4 / I 2 Set F. a ~ I ~Ci G I s / I W - set i~ 59 I P `C- I I 149.9?' * Not 14 46 W ~ " r Q 2.33' ~ 90'00 00 I ~ J I I aP o / R=55.00' 8 `J' NEV1l DRIVEVIIAY PLAN _ I - _ _ ~ L 6 3 , " I, of . I I ~ ~ ~~R-r'~-~ CHsS 055946 W Iry ~ 20 UTILITY EASEMENT ~ „ r VOL 1078, PG. 284 ~ Y 77.78 n Detai m t a t I•::•:•~:~:~:~►:::::~~::::::::: a oak 1 M.R.B.C. I N 8759 22 •w!.i!!~!;•'.:::::::•:::::;:•:;•::;•::•::;: ~ °t 0 I nd. 5/8' LR. I ~ • ti!. ~ I I 41.10 8 oak ~ I ~ .rI•i:6:•ibi•:b?~~ 8 Oak I O I~ r I I ~Detentbn Pond :r::::::•::::::::.~:::::.:::::::::::: ~ I.. ' I 4 ~ 20' UTILITY EASEMENT I 1 I 1 of Bank VOL. 1078, PG. 284 I 1.~ _ Y~ I I Hood Wall I I ~ M.R.B.C. I~ 20' e.L. - - - - ~ - L•- ~ I ~ 9 I - - - zo' B.L. I rl }Y Fnd. 5 I.R. I N 48'OS'22' W✓ I N 48'05'22' W /8' ~ ~ 40.79' I I I 332.24 ~ ~ nd. S ' I.R. Li l i S 43'54'38' W 784.03' 10 EUNICE WLLIAMS 5.08 ACRES vaI,ME 277, PAGE 30o SEE ENLARGEMENT IN SHEET C.2 D.R.B.C. Barbed Wiro Fens j ~ ~r ZONING R-1 Distance from Tower to Centerline of Holleman Street = 456 Feet I Distance from Tower to Southeast I Propt~rty Line =118 Feet 1 , ~ I •a N 112.114 HOLLEMAN DR. W COLLEGE STATION, TX 77840 OVERALL SITE PLAN DRIVEWAY CROSS-SECTION NOT TO SCALE I co SCALE: 1 - w.-o• [CINCG-ULAR WIRELESS EI IV DR AN EM LL 0 H DRIVE f60' R,o,w.) S 41'59 41 ' s a~~s a~ w~3a .3a REF. PT.-TRACTS 1 THROUGH 5 NORTH CORNER OF LOT 2R Fnd. 5/8" I.R. (A) w ~ i. LOT ~ ~ ~ LdT 2R i ~ TRACT 4 _ N 52'05'12" E P B R SITE l TOWE 0.75' TRACT 4 36 SQ. FT. 0.+ ~f i 1 Y~t~ ~ ~ ■ N 40'57'41" W ° ~ i r~ - rte. 6,00' S 40'57'41" E 6.00' LINE 1. S 49 02 19 W~6. 0 9~, Li P B -TRA T 5 N 49'02'19" E 10.09' p=10'24'20" R=35.00' BOCk of Cur L=6.36' CH=S 32'46'58" E 6.35' 3 a TRACT 3 . ~ ~ M o TRACT 2 I r i t ~ ~ 6 z 1. TRACT 1 CELL SITE LEASE EASEMENT ~ ~ f1 ~ f11W~{;- , C~~L6Nf~ ~ DESCRIPTION OF A TRACT OF LAND CONTAINING 500 S UARE FEET 0.0574 ACRES SITUATED IN THE 2, Q ( ) CRAWFORD BURNETT SURVEY, A-7, BRA20S COUNTY, 't TEXAS W e Being o tract of land containing 2,500 square feet (0.054 Dares) situated o• in the Crawford Burnett Survey, A-7 in Brazos County, Te~bs, and being out ~ ~ ~ of Lot 2R, Amending Plot of Regency Square, a subdirts~gh recorded in 4 4 Pa a 81 of the Mo Recads of Brazos CouR T x s os ~ ~ Volume 6 9, g P (y, e a, ^u1 t conveyed unto GCS/CCC Reoity Partnership by deed reca~~d ~ Volume 1556, P 15 of the Deed Records of Brazos County, Texas. Sqi 500-s uae TRACT 2 TRACT S age d 2, q v1 ~ toot tract being more particularly described by metes and bounds os follows; ACCESS LEASE EASEMENT UN~ LEASE EASEMENT ERG~R UND T. (0.0133 AC.) O S . I" R F R NCE at o found 5 8-Inch kon r 58 Q COMMENCING FOR E E E / 6d located m the southeast right-of-way line of Holleman Drive (60 feet wi~~) fa the north DESCRIPTION OF A TRACT OF LAND CONTAINING ~ 1 Pea R FEET b.3137 ACRES SITUATED IN THE 9 TRACT comer of said Lot 2R and the west caner of lot c q Tree Estates 13,663 SOUA E ( ) Subdivision, Phase I as recorded In Volume 351, Poge 839 bf the Mop Recads CRAWFORD BURNETT SURVEY, A-1, BRAZOS COUNTY, of Brazos County, Texas; TEXAS h 37' 54' 48" East with the northeast Ilne q{ i 2R and Being o tract of land containing 13,663 square feet (0.3137 acres) situated THENCE Sout sa d lot the southwest line of said Pecan Tree Estates Subdivision, o distance of in the Crawford Burnett Survey, A-7 in Brazos County, Texas, and being Dui 49,D9 feet to a found 5 8-inch iron rod for the cost cgfner of said Lot 2R, of Lot 2R, Amending Plot of Regency Square, a subdivision recorded in 5 / h o th corner of Lot 9 of said Pecan Tree Estates Sutdivision, the west Volume 4649, Page 81 of the Mop Records of Brazos County, Texas, os t e s u S 52'00'52" W f id Pecan Tree Estates Subdivison aRtl the north corner conveyed unto GCS/CCC Realty Partnership by deed recorded in Volume 1558, ~ corner of Lot 10 o so - re tract os conve d unto Eunice Williams by tleed recorded in Page 15 of the Deed Records of Brazos County, Texas. Said 13,663-square g,57 of o 5.06 ac yc 77 Poe 300 of the Deed Records of Brotos Cotfhty, Texas; foot tract being more particularly described by metes and bounds as follows: N 37'59'08" W Volume 2 g SOUTHWEST 16,25' I outh 43' 54' 38" West with the southeast line 9f sold Lot 2R and COMMENCING FOR REFERENCE at a found 5/8-inch iron rod located in the ~ RN R THENCE S tin of said 5,06-acre tract, a distance oI 862.60 feet to a southeast right-of-way line of Holleman Drive (60 feet wide) for the north OF TRACT a, the northwest e Dint; corner of sold Lot 2R and the west corner of Lot 1, Pecan Tree Estates ~ P Ph I as recorded in Volume 351, Pa a 839 of the Map Records i INSET Subdivision, ase 9 ' 2" West o distance of 40.79 lee! to a 5 8-inch of Brazos County, Texas; SCALE:1 "=10' THENCE North 46 OS 2 / iron rod with cop set }or the cost corner of said tract hefein described and PIT F BEGINNING THENCE South 41' 59' 41" West with the southeast right-of-way Ilne of sold the 0 N 0 , Holleman Drive and the northwest Ime of said Lot 2R, o distance of 162.22 THENCE South 42' 03' 43" West, o distance oI 69,61 fe4! to a 5/8-inch feet to a set X-cut in concrete for the north comer of said tract herein TRACT 3 it rod with ca set for the south corner of said tract h4reM described; described tract and the POINT OF BEGINNING, UTILITY LEASE EASEMENT on P ' "West o distance of 40,00 fee4 to a 5 8-inch THENCE South 48' 00' 19" Eost, o distance of 22,13 feet to o set x-cut In THENCE North 31' S9 OS / f r aner of sold tract herein described, DESCRIPTION OF A TRACT OF LAND CONTAINING Mon rod with cop set for comer of a 1,902-square foot tract (Tract 3), the concrete o c 1,902 SQUARE FEET (0.0437 ACRES) SITUATED IN THE south corner of a 13, 663-square foot tract (Tract 2) as described by metes THENCE South 66' 40' 30" East, a distance of 110,56 feet to a set X-cut In CRAWFORD BURNETT SURVEY, A-7, BRAZOS COUNTY, and bounds description prepared by Cobb, Fendley do Associates, Inc. doted concrete for corner of said trod herein described; TEXAS October 3, 2001, Revised June 7, 2002, and for the west corner of sold tract Being a tract of loud containing 1,902 square feet (0.0437 acres situated in herein described; THENCE South 38' 00' 14" East, a distance of 269.83 feet to o set X-cut " in concrete for corner of said tract herein described and the beginning of a the Crawford Burnett Survey, A-7 in Brotos County, Texas, and being out of g Lot 1R and Lot 2R, Amending Ploi of Regency Square, o subdivision recorded THENCE North 47' S5 38 East, a distance of 68.80 feet to 0 5/8-inch curve to the ri ht; Iron rod with cap set for the north comer of sold tract herein described; in Volume 4649, Poge 81 0{ the Map Records of Brazos County, Texas, as " THENCE in o southwesterly direction with sold curve to the right whose conveyed unto GCS/CCC Realty Partnership by deeds receded in Volume 1556, r 's f g ( Poe 18 and Volume 1556, Poe 1B of the Deed Records of Brazos Count THENCE South 37' 59 08 East, o distance of 32.86 feet to the POINT OF radius is 55.00 feet and whose central on lea 90' 00' 00" chord bears 9 g Y• BEGINNING and containing 2,500 square feet (0.0574 acres) of land, more or South 06' S9' 46" West, a distance of 71.18 feet) for curve length of 86.39 Texas. Said 1,902-square foot tract being more particularly described by less. feet to o set X-cut in concrete for corner of said tract herein described and metes and bounds os follows: - ` ~s the point of tangency, ~ . s. COMMENCING FOR REFERENCE at o found 5/8-inch iron rod located in the THENCE South 51' 59' 46" West, o distance ai 142.33 feet to a set PK naN southeast right-of-way line of Holleman Drive (60 feel wide) fa the north for corner of said tract herein described and the beginning of o curve to the caner of sold lot 2R and the west comer of Lot 1, Pecan Tree Estates left; Subdivision, Phase I as recorded In Volume 351, Poge 839 of the Map Records of Brazos County, Texas; ii. T~ - - , _ - 1'~!f fl ?HENCE in o southwesterly direction with sold curve to the left whose . radius is 15.00 feet and whose central angle is 89' 58' S4" (chord bens THENCE South 31' S4' 48" East with the northeast Tine of sold Lot 2R and South 07' 00' 19" West, o distance of 21,21) for a curve length of 23.56 feet the southwest tine of sold Pecan Tree Estates Subdivision, o distance of to o set PK Hall fa corner of sold tract herein described and the point of 549.09 feet to a found 5/8-inch iron rod for the cost corner of said Lot 2R, tangency, the south corner of Lot 9 of sold Pecan Tree Estates Subdivision, the west tr caner of Lot 10 of sold Pecan Tree Estates Subdivision and the north comer THENCE South 37' S9' 08" East, a distance of 29.44 feet to o set 5/8-inch of o 5.06-acre tract os conveyed unto Eunice Wllioms by deed recorded in iron rod with cap located in the northwest line of a 2,500-square foot tract Volume 277, Page 300 of the Deed Records of Brazos County, Texas; (Tract 1) described by metes and bounds description prepared by Cobb, Fendle do Associates, Inc. dated October 3, 2001, and Revised June 7, 2002, THENCE South 43' 54' 38" West with the southeast line of said Lot 2R and Y for corner of said Tract herein described the northwest line of sod 5.06-acre tract, a distance of 332.24 feet to a point; 1 THENCE South 47' 55' 38" West with the northwest line of said 00-s uare foot tract, a distance of 20.05 feet to a set 5/B-inch iron rod THENCE North 46' 05' 22" West, o distance of 38.54 feet to o point fa the 2,5 q r, _ - with ca for the west corner of said 2,500-square foot tract, a corner of a south corner of o 2,500-square Foot tract (Tract i) described by metes and P ' ~~~r_ 1 -s uae foot tract Tract 3 described b metes and bounds description bound description prepared by Cobb, Fendley & Associates, Inc. dated October ,902 q ( ) Y vi June 7 2002; ~ y prepared by Cobb, Fendley do Associates, Inc. dated October 3, 2001, and 3, 2001, Re sed , Revised June 7, 2002, for the south corner of said tract herein described; THENCE North 37' 59' 08" West with the southwest line of said . THENCE North 37' S9' 08" West, o distance ~oi 30.87 feet to a set 5/8-inch 2,500-square foot tract, o distance of 25.86 feet to 0 5/8-inch Mon rod iron rod with ca for corner of said tract herein described and the beginning with cop set for the east caner of said tract herein described and the POINT P of a curve to the right; OF BEGINNING; THENCE in o northeasterly direction with said curve to the right whose radius THENCE North 82' S9' 22" West, a distance of 41.10 feet to o set 5/8-inch is 35.00 feet and whose central angle is 89' S8' 54" (chord bears North 07' iron rod with cop for corner of said tract herein described; _ - . _ 00' 19" East, o distance of 49.49 feet) fa o curve length of 54,97 feet to a E s~ cS i set PK nail for corner of said tract herein described and point of tangency, THENCE South 52' 00' 38" West, o distance of 149.92 feet to o set 5/8-inch iron rod with cap fa the south corner of said tract herein THENCE North 51' S9' 46" East, o distance of 142.33 feel to o set X-cut in described; 1~ concrete for corner of sold tract herein described and the beginning of a curve to the left; THENCE North 37' S4' 30" West, a distance of 10.00 feet to o set 5/8-inch Iron rod with cop for the west corner of sold tract herein described, THENCE in o northeasterly direction with said curve to the left whose radius is 35.00 feet and whose central angle is 90' 00' 00" (chord bears North 06' THENCE North 52' 00' 38" East, o distance of 154.05 feet to a set X-cut In 59' 46" East, a distance of 49.50 feet) for a curve length of 54,98 feet to a concrete for comer of said tract herein described; 1~~ set X-cut in concrete for corner of said tract herein described and point of tangency, THENCE South 82' S9' 22" Eost, o distance of 35.24 feet to a 5/8-inch iren red with caa set for the west corner of a 2,500-square foot tract THENCE North 38' 00' 14" West, a distance of 264,72 feet to a set X-cut (Tract 1), the south corner of a 13, 663-square foot tract (Tract 2) as ln_,s~ ` I t7WNFR II 1 in concrete for corner of said tract herein described; described by metes and bounds description prepared by Cobb, Fendley & ►~U I t i - T~~ ~~r~l~wr.~ inn r i Associates, Inc. dated October 3, 2001, Revised June 7, 2002, and for the THENCE North 66' 40' 30" West, a distance of 108.74 feet to a set X-cut west corner of said tract herein described; in concrete for corner of said tract herein described; THENCE South 37' 59' 08" East with the southwest line of said THENCE North 48' 00' 19" West, a distance of 25.42 feet to a set X-cut In 2,500-square foot tract, o distance of 14.14 feet to the POINT OF BEGINNING concrete located in the southeast right-of-way line of said Holleman Drive and containing 1,902 square feet (0.0437 acres) of land, more or less. 1 and the northwest line of said Lot 2R, for corner of said tract herein described; THENCE North 41' 59* 41" East with the southeast right-of-way line of said Holleman Drive and the northwest line of said Lot 2R, o distance of 20.00 feet to the POINT OF BEGINNING and containing 13,663 square feet (0.3137 acres) of land, more or less. ri S. ► i o<. ~^`~e~s ty 9~0 m,, s o~ at. o o~` ~o0e~` 2154 ® 0~ n Hollemo 40 30 20 10 0 40 * ~ i~ Site N~ Scale: 1 "=40' v ~A c P $outhWest Pkw . College Station o° . y d~ F.M. 2818 ~~U ~ ~ 1VJ LLEM~ HO IOLLEMAN DRIVE (so' R.o.w.) °A~a VICINITY MAP ~ D REF. PT,-TRACTS 1 THROUGH 5 N.T.S, . a~ _P.0.8.-TRACT 2 - N 41'59'41" E Set~X"Cut ~ Set "X" Cut Fnd. 5/8" I,R. A 3 Ga 548,58' 162.22' N 41'59'33" E~176,24' C6 199.24 167.12' ~ L7,, ~ y ~ 50'x100' DRAINAGE C5-~ Set "X" Cut EASEMENT 1G~~ ° VOL. 1078, PG. 284 M.R.B. C. ~ set "x" Cuts, ~ q TRACT 2 ~ ~ ° ° ~ h ~ CCESS EA EMENT 4 13,663~SQ. FT. (0.3137 AC. 5 Q e c! o ' ' ~ ~ ~ Fnd. 5/8" I,R, d ~0 10' PUBLIC UTILITY EASEMENT Stm Monhole VOL 4649, PG. 81 Z e M.R.B,C, ~ ~ ~®T ~ ~ b o m ~ ~ N 66'40'30" WJ ~ J 10' UTILITY EASEMENT 108.74' J VOL, 1078, PG. 284 ' J ~ti W M.R.B,C. ~N ~ ~D / ITY OF CpLLEG t 25' ACCESS EASEMENT 3 VOL. 1078, PG. 284 WATERLIN E STATfON ~ M. R, B. C. . 0 VOLUME 17 EASEMENT ~ U ~ 3e;CpACE 334 X , r7 LINE TABLE LINE BEARING DISTANCE ~ ,yQ o ~ U ~ y J i~ tD L1 S 48'0019 E 22,13 2 20' UTILITY EASEMENT , ° ~ VOL 1078, PG. 284 ~ '~--__OH~` Fnd. 5/8" I,R. L2 $ 6640 30 E 1 10.56 10' PUBLIC U1ILITY EASEMENT L3 S 37 59 08 E 29.44 VOL, 4649, PG. 81 M.R.B.C,~~ ~ ~ \ L4 S 47'55 38 W 20.05 M,R,B.C. 6' Choin Link Fence L5 N 37'59 08 W 30.87 ~~,c~' ~ . ,,,CITY c>c L6 N 48'0019 W 25.42 I. ~ L7 N 41'59 41 E 20.00 N ar59'a1" E~215.s9' ' ~f\_ ~s - LS S 42'03 43 W 69.67 ' L9 N 37'59 08 W 40.00 L10 N 47'55 38 E 68.80 _ao.oo' s.° - L11 S 37'59 08 E 32.86 ~®T ~~1 30' WIDE DRAINAGE t - L12 S 38 21 44 E 120.41 EASEMENT er. L13 S 82'59 22 E 35.24 VOLUME 1819, PAGE 36 ~ D.R.B. C. L14 S 37'59 OS E 14.14 L15 N 37'59'08" W 25.86' x ~ a y, N O nN ~ p 6 ~ ,o` ~ ~ 1-Story t ~ g._ a Metol Building ~W~ CURVE TABLE m ~o > ;~w CURVE ~ RADIUS LENGTH CHORD BEARING & DISTANCE I j ~ „ „ ~ a r\Q C 89 58 4 5 3 6 W 1 1 ~ o 9'58'54" 5 00' 4 9' N' i X49 49' a T~ r i • ' " ' ' ' "49.50' GCS CCC REALTY PARTNERSHIP C3 90 00 00 35.00 54.98 N 06 59 46 E / Q t LOT ONE-R (1R) au C4 00'43 39 4 .12.51 N 42'21 31 E~12.51 ? " ' 4 35 N 8135 04 W~38.12 • voLUME 1556, PAGE 18 C5 99 21 09 3~ ~ D.R.B.C. 1 C6 09'13 07 984.93' 158,47 N 47'19 54 EN158,30 ~ o _e_ ;n m ~ ~ ~ 1• 0 ~ Cl w ~ o r j , F ~ ~Aspholt _F o ° ~ i Y ~ ~ oo~,na c i ~ d e j ~ ,f tf 11 SEE INSET A N • ' " ti SHEET 2 OF 2 N 37 54 30 W q ~ ~ ~ C~ ~ N , o e 10.00 o S2 0 „ Set PI{ ,~finn ~ ~ ,0 0 38 / Gti N. l~1" e a ~ 54, ' E Bock of Curb Set P ~ 05 K N , ,f'~ p \~p / 01 a / AYA;. ~ 1 TRACT 3 a o ~a ~ ~ 38 W ~ ~ s ~ UTILITY LEASE EA EM i ~1a 14.92' et K Noll F~ S ENT ~ 1,902 SQ. FT. X0.0437 AC.~ ~ Top 9 aao~ ~ ti of Bork =~r N 82 59 22 W~ ~ 20 UTILITY EASEMENT 41 10' `'J a r~ VOL. 1D78, PG. 284 L14 ~1 M.R.B. ~ a~ a~' a1 C• ~etention Pan a g a TRA T v1 ~ ~ o ~,a /a L8 ~,a p C [ R U M ~ Q~ ~ Q I r LEGEND ~ Head Wotl as 3 h ~ a h y Anc or , ~ o ~ o { ♦ Power Pole " N Fnd. 5/8 I, R. (C N 46'05'22" W~ i N 46'05'22" W g a 4" Pipe Stub Qut 38 54' ~ 40.79' t N OH Overheod Electric ~"-x----x---_.x~_ ~ ' ~ x o d Sign S 43'54'38" W~784,03' A 0 0 u m a NOTES: EUNICE WILLIAMS x 5.06 ACRES 1 " VOLUME 277, PAGE 300 N ~ 1, 5/8 IRON RODS WITH CAPS SET AT ALL TRACT CORNERS (1 THROUGH 5) UNLESS NOTED D.R,B.C. ~ OTHERWISE, IN M~ ~ FACT: Barbed Wire Fence LOCH i ® 2. ALL BEARINGS SHOWN HEREON ARE BASED ON THE AMENDING PLAT OF REGENCY SQUARE AS 6 accGRCtirGn cnwtc "e" eun "A" cHnwni HEREON WERE ROTATED TO A PLAT BEARING OF S SEPTI 37'5448 E. POINTS "B" AND WERE HELD TO DETERMINE THE SOUTHEAST LINE OF SAID SUBS SUBSTANTIALLY COMPLIES WITH THE CURRENT TEXAS I a AMENDING. PLAT OF REGENCY SQUARE. POINT "A" WAS HELD FOR POSITION. " SOCIE o SPECI SOCIETY OF PROFESSIONAL SURVEYORS STANDARDS AND GCS/CCC REALTY PARTNERSHIP SPECIFICATIONS FOR A CATEGORY 3, CONDITION II SURVEY. a LOCATION 3. THIS PROPERTY IS ZONE "X", AREAS DETERMINED TO BE OUTSIDE THE 500-YEAR FLOODPLAIN AS DELINEATED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP WITNESS MY HAND AND SEAL THIS 3RD DA OCTO 112-114 H 0 LL E M A N DRIVE € NO. 4804.IC0144C DATED JULY 2, 1992. ELEVATIONS WERE OBTAINED ON THIS PROPERTY, BUT ARE WITNE 2001 AT HOUSTON, F NOT R:F`+RENUD TO THE FLOOD PLAIN DATUM. ELEVATIONS SHOWN HEREON ARE ASSUMED. 2001 G, P. ~~STf9- o9kp ABSTRACT INi ;r MAT10N FOR THE SUBJECT PROPERTY SHOWN HEREON IS BASED ON t Cobb, Fendley & Associates, Inc. AFS IRA(`(,, ~ ~ I :'R is 'CATE NO. 44-970, PREPARED BY L. FORD CLARK, INC. ISSUED ON _ FPT~~^t_F 2i,' URVEYOR DID NOT RESEARCH SUBJECT PROPERTY TITLE INFORMATION. STEVEN LEE WRIGHT Professional Engineers STEVE A. STEVEN LEE WRIGHT Registered Professional Land Surveyors REGISTERED PROFESSIONAL LAND SURVEYOR X48 q 4823 ~ TO A METES AND BOUNDS DESCRIPTION PREPARED BY REGIS S ;N'- DATED OCTOBER 3, 2001, AND REVISED JANUARY 7, 2001 xess~D"'y0 "te'Hdfl:ister, Suite 400 (713)462-3242 Houston, Texos T ri J: 2t~02 SUFIV~ ® REVISED JULY 30, 2002: REVISED TRACT 5. DRAWNCAT DATE 10/3/2001 SHEET 1 OF 2 REVISED` o `c ® REVISED JUNE 7, 2002: ADDED NEW SUBDIVISION PLAT, DESIGNED BY SCALE 1"=40' F.B. NO. 1391 ZiS REVISED: JANUARY 7, 2002: ADDED TRACTS 4 & 5. RC CHK'D BY SLW PROJECT NO. 01-02-163-0' A\- M