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HomeMy WebLinkAboutSP2005-22A9 4. 5. 1.1 7. DEC 15 2005 FAX NUMBER (817)410-.3018 PLANNING CITY OF GRAPEVINE SITE PLAN REVIEW APPLICATION R. 1 �,_ I �,.. 1, 5 ADDRESS, STATE ZIP Q'i 2_7 I PHONE# <313 CITY I N'IZY -STATE m LEGAL DESCRIPTION: LOT BLOCK ADDITION SIZE OF SUBJECT PROPERTY ACRES �O SQUAREFOOTAGE METES & BOUNDS MUST BE DESCRIBED ON 8 1/2" X 11 " SHEET PRESENT ZONING CLASSIFICATION PRESENT USE OF PROPERTY GIVE A GENERAL DESCRIPTION OF THE PROPOSED USE OR USES FOR THE PROPOSER DEVELOPMENT I kh� + C & � "-e o:zcu\forms\app-sp www.ci.qrapevine,tx,us 2 9/98 m RECEIVED DEC 15 2§]) ; ATTACH . FINAL PLAT, OR REPLAT, OF THE,PPR ■ SUBDIVISION BY CITYCOUNCIL SHOWING PRTY BOUNDARY LINES,DIMENSIONS,ROADWAYS, RA AND P < ,. -e. AND AD .. . TO.TRACT .' .,, ONLY). - , • ©�.:- ■�<�e-< ! ! - ■ .- , � � � f .,.�� « .;e :... �-■�*. , © _ � w � e� �. e »� .-� e� ».- •: 10SUBMIT • SITE PLAN SHOWINGALL INFORMATION REQUIRED ;. SECTION.7.E., SITE PLAN REVIEW REQUIREMENTS (SEEATTACHED . , , It PROVIDE ALL !.■.- ■ INFORMATION DEMONSTRATING Ce 7 w. ALL CONDITIONS IMPOSED ON ANY CONDITIONAL .E, SITE PLAN ■ OR SPECIFIC ZONING. EFFECT OF SITE PLAN . , : » , . �� .. , • :.s .,.. e � ■ e » * � , . w � e �. : .,f.:,�.,.e:■:. ■,, . . :� e: ; .■; rsoll ■�.� ©� ° .: - � �;•f..�-■ . 12. SIGNATURE TO AUTHORIZE THE FILING OF A FINAL SITE PLAN, APPLICANT SIGt a2:mi ■ « » - « «•. 9 SPC)S-QQ DEC 15 2005 The State of NZ- -IV-) County of Meor n j A I Apfare me f -as on this day personally appeared known to me or proved to me on the oath of 1-7 or through_ J (C (description of identity card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. Given under my hand and seal of office this day of A, D. ERIC HARMS Notary Public - Arizona Maricopa County My Commission Expires May 22, ��on6 The State of County of Notary Signature Before me on this day personally appeared known to me (or proved to me on the oath of orthrough (description of identity card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and consideration therein expressed. Given under my hand and seal of office this 4 day of , A. D. f �— January 26, 2006 Bill Bauman MetroPCS Texas LLC 8144 Walnut Hill Ln #800 Dallas, TX 75231 Re: Case No. SP05-22A, MetroPCS Dear Mr. Bauman, This letter is to verify that your Site Plan Review application SP05-22A, located at 3517 William D Tate Avenue and platted as Lot 3R, Block 1, Bear Creek Addition was approved January 9, 2006. Please find enclosed an approved site plan set for your records. I have forwarded two approved sets to the Building Inspection Division. No site plan approval shall be valid for a period longer than one (1) year from the date such approval is issued, unless a building permit is issued and construction is actually begun within that period, and is thereafter diligently pursued to completion or an occupancy permit is obtained and a use commenced within that period. Approval of an application does not authorize any work in conflict with any Codes or Ordinances of the City of Grapevine Any changes to a site plan approved with a conditional use or a special use can only be approved by city council through the public hearing process. If you have any questions relative to your building permit, please contact the Plans Examiner, at (817) 410-3165. If you have any further questions regarding your site plan approval, please feel free to contact me at (817) 410-3155. Sincerely, A`ek- Susan Batte Administrative Secretary m DEVELOPMENT SERVICES DEPARTMENT The City of Grapevine • P O Box 95104 • Grapevine, Texas 76099 • (817) 410-3154 Fax (817) 410-3018 • www.ci.grapevine.tx.us SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY SITE ADDRESS: 3715 WILLIAM D. TATE AVE 2 GRAPEVINE, TEXAS 76051 LATITUDE: 32° 54' 00.4" N LONGITUDE: 97° 05' 51.0." W JURISDICTION: CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS EXISTING USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY INDEX TITLEDRAWING BY: SITEPLAN DFW386-AO3 DETAIL SITE PLAN 0 ELEVATIONL ISSUE© FOR CONSTRUCTION DETAILS MES ELECTRICAL I NO, RISERI DFW386-EO3 GROUNDING DFW386-EO4 SPECIFICATIONS A/E DOCUMENT REVIEW STATUS 1 ACCEPTED - WITH MINOR OR NO COMMENTS, CON STRUCTION MAY PROCEED 2 I NOT ACCEPTED - PLEASE RESOLVE COMMENTS AND RESUBMIT ACCEPTANCE DOES NOT CONSTITUTE APPROVAL OF DESIGN DETAILS, CALCULATIONS, ANALYSIS, TEST METHODS OR MATERIALS DEVELOPED OR SELECTED BY SUBCONTRACTOR AND DIES NOT REL IEVE SUBCONTRACTOR FROM FULL COMPLIANCE WITH CONTRACTUAL OBLIGATION, ENG, CONST. REVIEWED: BY: DATE: NAME (PRINT) SIGNATURE GENERAL CONTRACTOR --- CONFIRM ACCURACY OF THESE REDLINE DRAWINGS NAME (PRINT) SIGNATURE FIELD COORDINATOR - VERIFY INSTALLATION PER REDLINE DRAWINGS NAME (PRINT) SIGNATURE ENGINEERING --- ACCEPT THESE REDLINE DRAWINGS J:R I'mmumewo om 5728 LBJ Freeway, Suite 460 Dallas, TX 75240 Office: 972.885.8292 Fax: 972.385.3451 JRH PROJ.#05-1526 DATE DATE TOWER OWNER: SPECTRASITE SITE NAME: HWY 121 / 360 SITE NUMBER: TX -0413 LOCATION: GRAPEVINE, TEXAS HEIGHT OF TOWER: 100'-0" METROPCS DATE: LANDLORD: DATE: I IPI'�"1!➢ (` 1 �,�.R 8111131' r nl t ulpol', ; 1�ll111,r DFWao;`,"`!1"86 Ili III;I 111, �'I�I�'� (1� ( pn I!N`�9111�1'llll '''�;a IIIc+`;T;I�!G[?II�M1OIijI�''SIB ��t�.�l�:tPI41� IU;I,!�it `(11t; iii lid `� I HWY , HWY IllpCN, 121 ,;,II t(�tl ;ryul�:.I���I'Vi ll91� � li DIRECTIONS: FROM DALLAS TAKE 1-30 WEST TO HWY 360. TAKE HWY 360 NORTH TO WESTPORT PKWY, TAKE WESTPORT PKWY WEST TO HWY 121 SERVICE RD. TAKE HWY 121 SERVICE RD SOUTH TO HALL JOHNSON RD. MAKE ,THE; U-TRUN AND TAKE HWY 121 SERVICE RD NORTH 0.4 MI TO SITE LOCATION ON EAST (RIGHT) SIDE OF ROAD, HWY 121 /, HWY 360 SITE NO. DFW386 3715 WILLIAM D. TATE AVE GRAPEVINE, TEXAS 76051 k9 _:4 111�_Fm I i SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE SITE LOCATION, INCLUDING BUILDING CODES, ELECTRICAL CODES AND LIGHTNING PROTECTION CODES. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE CONSTRUCTION, SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEP_ CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTY -ASSOCIATION (TIA) 222—F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTE"-iA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILD`. �3 GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICAL... AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 3860 RECOMMENDED PRACTICE FOR POWERING AND GROUNDING 'OF ELECTRONIC EQUIPMENT IEEE C62.41, RECOMENDEE, PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATLEGORY "C3" AND "HIGH SYSTEM EXPOSURE") TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS TELCORDIA GR -1503, COAXIAL CABLE CONNECTIONS ANSI T1,31 1, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN, WHERE THEE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 08/'19/05 SITE PLAN CITY OF GRAPEVINE APPROVED S14T APPROVAL DOES NO'r AUT�i-0- ANY WORI< IN CONFLic"r Wg_ili ANY CODES OR OR 111a'41 s ACES, DEPARTNIE PERW APPROVAL DAi` F. u TITLE SHEET PES 1 5 2@0 SITE NO. DRAWING NUM M"N WOZ V' -REV' DFW386 DFW386---A01 I 0 I i I I 0 08/19/05 ISSUE© FOR CONSTRUCTION IJHR MES JWR NO, DATE REVISIONS BYEEED SCALE AS SHOWN DESIGNED BY; MES DRAWN BY: JHR 08/'19/05 SITE PLAN CITY OF GRAPEVINE APPROVED S14T APPROVAL DOES NO'r AUT�i-0- ANY WORI< IN CONFLic"r Wg_ili ANY CODES OR OR 111a'41 s ACES, DEPARTNIE PERW APPROVAL DAi` F. u TITLE SHEET PES 1 5 2@0 SITE NO. DRAWING NUM M"N WOZ V' -REV' DFW386 DFW386---A01 I 0 RECEIVED Ennr; LOCATE ALL UNDERGROUND UTILITIES IN CONSTRUCTION AREA BEFORE STARTING CONSTRUCTION. RAN EXISTING EQUIPMENT PROPOSED EQUIPMENT t F FUTURE EQUIPMENT EXIST. CABLE TRAY NEW CABLE TRAY CONDUCTORS AND RACEWAY TO BE FURNISHED & INSTALLED BY SUBCONTRACTOR 5728 LBJ Freeway, Suite 460 Dallas, TX 75240. Office: 972.385,8292 Fax: 972.385,3451 JRH PROD, #05-1526 NEW STEEL STEPS W/ PIPE HANDRAILS. PROVIDE 7" TALL (MAX.) RISERS & 1 1 " WIDE (MIN.) TREADS PER CODE, VERIFY NUMBER REQ'D FOR OVERALL PLATFORM HEIGHT EXISTING CHAIN LINK FENCE LEXISTING CONC PAVING 7 EXISTING CHAIN LINK GATE PROVIDE NEW METROPCS APPROVED LOCK ON EXIST. GATE REPLACE EXISTING GRAVEL AS NECESSARY WHERE DISTURBED DURING CONSTRUCTION (TYP) EXISTiI--iG CONC PAVI "G 7 4 LEXISTING CRUSHED STONE FAVI N G 7 ®X... eX _ X_. ®� X_ X_ X� _ - X.._�X ___m_ X �. X X X �.__ X X �w - ® ® --- ®m � - X— X –"--.• 'A_----.– X •^-- X — X- X- X—-- X------ X- X— X — 1 1 x x 1 1 x X1 LI) jl x EXISTING x 1� CRUSHED STONE �1 X PAVING x II 1 ox EXISTING X I CRUSHED STONE 7 / ;7/ 1 X PAVING 1 1 x A. x 1X EX STING N � SHELTER X 1 x x ox x 1 x X r---------------------- I � o � I X X X --- X — X --- X --- X_ SITE NO. DFW386 3715 WILLIAM D. TATE AVE GRAPEVINE, TEXAS 76051 0 m ,r_ X X _ - % -- - X _ X - _ X L X -__ X - EQ. EQ,-/ 10' 0„ 5'-0„ LEASE AREA m X i X __�.__. X _ X_ X _ X— X ._— X— X __ X �1-10� SITE PLAN EXISTING CABLE BRIDGE PROVIDE DRIP LOOP AT BOTH ENDS OF NEW COAX CABLE (TYP.) REF, 2/AO5 EXIST. 100'-0" MONOPOLE TOP OF FOUNDATION EL. = 550.0' NEW CABLE BRIDGE (APPROX 30' LONG) REF, 1 /A05 NEW LUCENT BATTERY BACK—UP ON NEW STEEL PLATFORM NEW LUCENT EQUIP. CABINET ON NEW STEEL PLATFORM NEW 8'-0" X 10'--0" STEEL PLATFORM MANUF, BY ASP OR APPROVED EQUAL. PROVIDE LEGS & BRACING AS REQUIRED FOR TOP OF PLATFORM TO BE ELEV. 550.0 TO MATCH MONOPOLE FOUNDATION. PROVIDE CONT. GUARDRAIL AROUND PERIMETER NEW UTILITY RACK REF. 3/A05 Ai C } } 3 `d 'i 14 ry ,., TE: SCALE NOTED APPLIES TO 22"X34" SHEET SIZE. IF PRINT SIZE IS 11 "X17", THEN ACTUAL SCALE IS ONE HALF OF SCALE NOTED. (EXAMPLE: 1/2" = 1'-0" BECOMES 1/4 = 1'--0" ON 1 I" X 17" SHEET SIZE). THIS NOTE APPLIES TO ALL DRAWING SHEETS, Iman DETAIL SITE PLAN SITE NO.DRAWING NUMBER rEV DFW386 DFW366—A03 RECEIVEM 0 08/19/05 ISSUED FOR CONSTRUCTION JHR MES JWR NO, DATE REVISIONS BY CHK APP'D SCALE AS SHOWN DESIGNED BY, MES DRAWN I3Y: JHR Ai C } } 3 `d 'i 14 ry ,., TE: SCALE NOTED APPLIES TO 22"X34" SHEET SIZE. IF PRINT SIZE IS 11 "X17", THEN ACTUAL SCALE IS ONE HALF OF SCALE NOTED. (EXAMPLE: 1/2" = 1'-0" BECOMES 1/4 = 1'--0" ON 1 I" X 17" SHEET SIZE). THIS NOTE APPLIES TO ALL DRAWING SHEETS, Iman DETAIL SITE PLAN SITE NO.DRAWING NUMBER rEV DFW386 DFW366—A03 RECEIVEM UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYPICAL) FOLLOW MANUF. RECOMMENDATIONS FOR BOLT TORQUE HD. GALV, PIPE CAPS"3 1/2 O, D. WAVEGUIDE BRIDGE POST SUPPORT BRACKET 24" GRIP STRUT, MIN. 14 GA. HD,G. EXIST. CABLE PORT SPLICE OVER SUPPORTS NEW COAX 5)-6 2" x 2" x 1/4" WASHER WITH 7/16 HOLE NEW CABLE BRIDGE 1PROVIDE H.D.G. CAPS 3/8" GALVANIZED ALL THREAD 3/8" GALV. U–BOLTS NEW EQUIP, CABINET 2 x 2" PRE DRILLED HD.G. CHANNEL OR PUNCHED HD.G. UNISTRUT (3'-0" O.C, MAX,) METER UNISTRUT P5000 SUPPORT 0 3/8" GALV, NUTS WASHERS MARCONI z 3 POWER F'K < 3" NEW ANTENNA CABLES TO BE TELCO –j r CABINET 2'-0" / Q - m CLAMP MOUNTED TO CHANNEL 0 3„_ DISC Qo E n 0 n CONTRACTOR TO 3 1/2” STD, PIPE GALVANIZED INSTALL NEW COAX 3 1/2" O,D, STL. PIPE GALV. o 6'–C)" MAXIMUM SPACING, I WITH DRIP LOOP. PROVIDE A SUPPORT POST AT RADIUS TO BE EACH SIDE OF CABLE BRIDGE DETERMINED BY COAX < 7, 11Z, /RN/ A//'(' AT END CLOSEST TO TOWER MANUFACTURER SPECS. N m Xjr 11\11 00 0 0 1/2" CROWN TOP EXIST. MONOPOLE�,��r`�r``r d,.i �`i,,`i��rr�ri f�ri� �'�`�` - i I 3000 PSI CONCRETE 0 1M. EXIST. CRUSHED STONE ")0.00 0 �60 0 oo. p , . mw 0 1., �zo 1 0 5 0 , " ' o OR OTHER SURFACE 10" MIN. )//'\Xx� 0 < TY RACK DETAIL 3000 PSI CONCRETE UTLT C3) -N 1>iY 1 FINISHED GRADE, GRAVEL, OR 1'–O" I AC PAVING MATCH SLOPE AND Li THICKNESS OF EXISTING — 24" MAX. )CA15LE BRIDGE DI�TAIL o?DR111P LOOP DETAIL UNDISTURBED SOIL z -- ------------- ------------ - ------------- COMPACTED BACKFILL oh Wit - BACKFILL (SAND OR TELEPHONE CONDUIT NATIVE SOIL) WHERE APPLICABLE. COORDINATE SIZE AND UTILITY WARNING TAPE TYPE WITH LOCAL UTILITY POWER CONDUIT WHERE APPLICABLE. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY 6"MIN (TYP Cif 4" MIN TO SECONDARY ELECTRIC* 12" MIN TO PRIMARY ELECTRIC* SEPARATION DIMENSION TO BE VERIFIED WITH Vk' LOCAL UTILITY COMPANY REQUIREMENTS A–I TRENCHING DETAIL I 'Ro— ffwftp C HWY 1211 HVVY 360 0 0- 0 z DETAILS SITE NO. DFW386 5728 LBJ Freeway, Suite 460 Dallas, TX 75240 0 08/19/05 ISSUED FOR CONSTRUCTION JHR "MES JWR Office: 972.385.8292 Fax: 972.385,3451 3715 WILLIAM D. TATE AVE NO, DATE REVISIONS BY CHK.�PP SITE NO. DRAWING NUMBER REV D JRH PROD. #05-1526 GRAPEVINE, TEXAS 76051 OF 1"�' DFW386 DFW386–A05 0 SCALE AS SHOWN DESIGNED BY: MES �]DRAWN BY. JHR 08/19/05