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Home My WebLink AboutSP2016-04.CITY OF GRAPEVINE nkEvjfSITE PLAN APPLICATION PART 1. APPLICANT INFORMATION Name of applicant: agent/company/contact Lindsey Souza agent / AT&T / DX6008 Street address of applicant / agent: 2300 Springmere Drive City/ State /Zip Code of applicant/ agent: Arlington, TX 76012 Telephone number of applicant/ agent: Fax number of applicant / agent: 817-792-3344 Email address of applicant/agent Mobile phone number of applicant/agent 817-917-7893 Applicant's interest in subject property: Revisions to antennas at existing cell site PART 2. PROPERTY INFORMATION Street address of subject property William D Tate Ave. Legal description of subject property (metes & bounds must be described on 8 x 11 " sheet) dd1' � { 101 Size of subject property � Acres quare footage Present zoning classification: Give a gZneraf description of the proposed use or uses for the proposed development: Antenna change-outs and upgrades at existing site PART 3. PROPERTY OWNER INFORMATION Name of current property owner: American Tower L (e' a Street address of property owner. City/ State / Zip Code of property owner:: 6�i C3� S C) Telephone number of property owner: Fax number of property owner: LICSODP ❑ Attach a final plat, or replat, of the approved subdivision by city council showing property boundary lines, dimensions, easements, roadways, rail lines, and public rights-of way crossing and adjacent to the tract ( 1 blueline copy) ❑ Submit a site plan showing all information required by Section 47. E., Site Plan review requirements (see attached requirements). ❑ All site plans must conform to the approved concept plan. Any changes to a site plan, approved with a conditional use or a special use, can on1 be moroved bE citE council throw h the 2ublic heari2g erocess. SPI c0—U� PART 4. SIGNATURE TO AUTHORIZE FILING OF A FINAL SITE PLAN Lindsev Souza Print Applicant's Name: The State Of Texas County of Tarrant l Before Me �,N ,, f 11(`{_ M !� F_ U"-)fi on this day personally appeared k,, � A (notary) (applicant) known to me (or proved to me on the oath of 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. (Seal) Given under my hand and seal of office this day of r- A. D.2-11 r o```Rv`P`"�•, WILLIAM R. SAUMAN Notary Public, State of Texas ` Comm. Expires 07-2Q-2019 Notary In And For State Of Texas +�irnne+ Notary iD 128188999 Print Property Owner's Name: AMERICANIOWEA SIGNATURE BELOW arga,ret Robins X Property Owner's Signature The State OVIV(A %C1. C County Of BeforeMe on this day personally appearedr H J ' (notary) (property owner) known to me (or proved to me on the oath of 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. (Seal) Given under my hand and seal of office this 1 47 day ofti' ��1 �` ANGELICA R. LEMOS-BARTHELEM`r Notary PubliC COMMONWEALTH OF MASSACHUSETTS s ' My Commission Expires NT In 7F§01�r 3 srao- m PLATTING VERIFICATION This verification statement must be signed prior To the submittal of this application It has been determined that the property described below does require platting or replatting and the applicant has been instructed on this procedure, , I — ----- It has been determined that the property described below is currently platted or does not require platting or replatting at this time. to -T Address of subject propertyD Ta,�, Av¢ . . ........... Legal description of subject property C'f�70t""I i Pu is Works Department Date This form must be signed by the public works department and submitted along with a completed application to the planning and zoning department J�M um H T M i\i'A R 3 �,", 01 IM :ya '0 Q Is p :P fj mQ NOW Mx y H �i� A 1 QtMn- M — R@ --a , j Qwg-v q "ad p Q spy q 12: 57 IV 41. M U! t a Y u6 E Yd EeQUM R sy, Q 31, �ni. -2 15 S so 0; ng 11C cam; us jj"QK1UhE A #p_ 1. U, !MAI no 1 Ap" h- "m MOHAN gv.0 in " " EN Hopi SO= !so."f U!, Imb BE A&M. AU MAO UE m ASA, "j-GP%Q1 pa lip is w N, 7t 1g; 18 ST ,4 14" Is jv QN, V full 2-W , Rlr�� P1 ) , Hilt we pit's "AT sit! ikso } -o ' tW r WNYaP 100,99.69S �T - 1A, 77� 1? �T' Wish I jQ 9 X's mg ig 1 to gm \ Two-- w, we T -M x v HSU '1'p1-8'0 '9 'Od '9L Tb ON I ZSNA 9 0- 0i E �jOF QN, V full 2-W , Rlr�� P1 ) , Hilt we pit's "AT sit! ikso } -o ' tW r WNYaP 100,99.69S �T - 1A, 77� 1? �T' Wish I jQ 9 X's mg ig 1 to gm \ Two-- w, we T -M x v HSU '1'p1-8'0 '9 'Od '9L 00 ON I �jOF T�2 18 1 G J man J QN, V full 2-W , Rlr�� P1 ) , Hilt we pit's "AT sit! ikso } -o ' tW r WNYaP 100,99.69S �T - 1A, 77� 1? �T' Wish I jQ 9 X's mg ig 1 to gm \ Two-- w, we T -M x v HSU '1'p1-8'0 '9 'Od '9L SP16-04 MARCH 11, 2016 AT&T 3517 WILLIAM D. TATE AVENUE LOT 3R, BLOCK 1, BEAR CREEK ADDITION AT&T DX6008 — 3517 WILLIAM D. TATE AVENUE 9 �. es All sheets • Please change the address from 3715 to 3517 William D. Tate Avenue. • Please add Case Number SP16-04 to all sheets. Overall site plan • Please provide an overall site plan which depicts the location of William D. Tate Avenue and the access to the subject site. on please email a PDF The above comments must be reflected in the revised submittal, which upon review, can be administratively approved. Please submit the revised documents to the Department of Development Services at 200 South Main Street. The revised submittal shall include: Two (2) unfolded and unbound blackline copies of each sheet, (minimum size 22" x 34") If you have any questions please contact Albert L. Triplett, Jr. at (817) 410-3155. April 18, 2016 Lindsey Souza AT&T 2300 Springmere Dr Arlington, TX 76012 Re: Case No. SP16-04 This letter is to verify that your Site Plan Review application SP16-04 for property located at 3517 William D Tate Avenue and platted as Bear Creek, Block 1, Lot 3R was approved per the enclosed site plan on April 14, 2016. Please find enclosed an approved site plan set for your records. 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 ora 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, Susan Batte Planning Technician DEVELOPMENT SERVICES DEPARTMENT The City of Grapevine - P.O. Box 95104 e Grapevine, Texas 76099 - (817) 410-3154 Fax (817) 410-3018 . www.grapevinetexas.gov MONOPOLE TOWER FROM DALLAS/FORT WORTH INTERNATIONAL AI PORT 3:09408 . . . . . . . . . . . . . . ...... ................. REAL ESTATE AT&T RF ENGINEERING AT&T CONSTRUCTION MANAGER AT&T ............ GOODMAN CONSTRUCTION MANA( THESE DRAWINGS ARE PREPARED BASED ON SCOPiNG NOTES FROM GOODMAN ;; 0 NETWORKS AND RFI S REVISION: 2.2, DATE UPDATED: 07/13/1 Goodma n Networks I GENERAL CON^rRACTOR TO VERIFY AND INCORPORATE mb,ST RECENT VERSIONS iD OF SCOPING NOTES & RFDc3 WITH GC PRIOR TO BID: ING OR CONSTRUCTION. 6400 INTERNATIONAL PARKWAY 'UITE 1000 NDEX PLANO, TX 75093 Tel: (972) 406,9692 � AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 TOWER OWNER AMERICAN TOWER CO - SITE NO.: 309408 116 HUNTINGTON AVE. 11TH FLOOR BOSTON, MA 02116 PHONE. 617375-7500 GOODMAN NETWORKS 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 CONTACT: JOEL HEI RIE PHONE: 214-425-6231 E—MAIL: jhenrieOgoodmannetworks,corr) ARCHITECT/ENG I NEER LEVEL 5 CONSULTING ENGINEERS 19315 FM 2252, SUITE 301 GARDEN RIDGE, TX 78266 CONTACT: TONY HUEBEL PHONE. 210-542-5911 TELEPHONE COMPANY: - AT&T PHONE: 1-866-722-9246 POWER COMPANY' TU ENERGY 1-8100-711-9112 AT&T . . . . . . . . . . . . . . ...... ................. REAL ESTATE AT&T RF ENGINEERING AT&T CONSTRUCTION MANAGER AT&T OPERATIONS GOODMAN CONSTRUCTION MANA( PROPERTY OWNER CONTRACTOR THE ABOVE PARTIES HEREBY AF AND AUTHORIZE CONTRACTOR D DESCRIBED HEREIN. ALL DU UI LOCAL BUILDING DEPARTMENT A MODIFICATIONS. SITE ACCES, NOTE: DRAWING SCALES ARE FOR 22"X34" SHEETS UNLESS OTHERWISE VALS NOTED. DAT E DATE v0L...1 VEL.1511,`11 . ............... DATE DATE wl DATE DATE DATE 'ROVE AND ACCEPT THESE DOCUMENTS PROCEED WITH THE CONSTRUCTION NITS ARE SUBJECT TO REVIEW BY THE MAY IMPOSE CHANGES OR >�PROCEDURES ............ GATE COMBO: 2055 CONSULTNG ENGINEERS, JNC. 19315 FM 2252, T. 301 PH: (210) 542-5911 I !! j f !�l ii @ GARDEN RIDGE, TX 78266 F- 13646 jfjf3', 2101 16 DRAWN BY: WS APPROVED BY: TH SITE PLAN DATE DRAWN, 11 /30/15 REVISION CITY OF GRAPEVINE NO DESCRIPTION BY DATE 0 ISSUED FOR CONSTRUCTIO NIWS 11/30/1,5 APPROVED 1 REVISED PER COMMENTS JS 03/31/16 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. ... ... . . . . . . . . . . ... P A Ft SHEET TITLE. DATE COVER SHEET SHEET; OF DEPARTMENT OF DEVELOPMENT SERVICES SHEET NUMBER: SE NUMBER: SP16-04 T1 00 0_9110 I_ D I I"Al G L MLITY EASEVIENT l T PER 01k'R 1 G HT 0 WA'11111� - - - ----------- ............ CONCRETE CONCRETE z it I ............ L D < > < uu� cl, Z _0 ROBERT l.... TAYLOR, TRUSTEE < PARCELL JD# 71696"A.) < :27 V 0' U M E 7 4 7 1 , P A 6f 6 R B _X L 0 'Ce Cl) L'i < z < < bl"i FOUND CONCRETE FOUND 1/2� IRON IRON ROD ROD E 50AC), S 89.51,3v ------------ . ........ Y. LOT 3-R 0] k. BLOCK I D ...... ...... CONCRETE CONCRETE 150 ............... — — ---- ---- . . . . .............. ..... . . . ....... �, ( 3 PACE� 11 S ACES N 89*51 Zoll 0 07' - - - - - - - - - - - - - - 5' UTILF1 E-ASEMENT . . . . . . . . ...... 29-4, 3, -D FOUN PER PLA. ....... .. ........... N 86'1"0" ... . . . .......... ....... . ........ .......... .......... COMMENCEMENT - - ----- ........ ........... .... . ........... FCS JND 1/2 - IRON POINT OF ROD BEGINNING -V ,DRA.PE INE NURSERY LTDi 52 1 ARCIE'l-L OiF ID # 6'5 2 6 5 11"D 1, THIS PILAN WAS CREATED WITH THE AID OF A COMMERCIAL SURVEYING SPECIALIST INC, DATED 11/03/2014 LAND SURVEY. A OVERALL AREA P -,LAN FULL SIZE PI OT 'SCAL 2 JsL TRUE HAI -F c_`,.IZE P[,.OT SCALE: 1 40' NORTH SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DATE SHEET: DEPARTMENT OF DEVELOPMENT SERVICES 'Al CASE NUMBER: SP16-04 PRE `.Y 1: Vi/ r CONSULTING ENGINEERS, INC, 19315 FM 2252, STE� 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F- 13646 DRAWN BY: ws APPROVED BY: TIS DATE DRAWN: 11/30/15 REVISION NO DESCRIPTION :BYIDATA 0 ISSUED FOR CONSTRUCTION:: WS 11/30/15i 1 REVISED PER COMMENTS :JS 03/31/16 --------------- 1 S tJ RVEY E', G E N D U-� 0 0 z =BENCHMARK =TELE P DNE \/AULT V) U TI L ��.T Y P C) L E _WA VALVE CEO DRANT =FIRR HY[ =LICH'- U^D-, �TY LINE Ou —OVERHEAD 0_9110 I_ D I I"Al G L MLITY EASEVIENT l T PER 01k'R 1 G HT 0 WA'11111� - - - ----------- ............ CONCRETE CONCRETE z it I ............ L D < > < uu� cl, Z _0 ROBERT l.... TAYLOR, TRUSTEE < PARCELL JD# 71696"A.) < :27 V 0' U M E 7 4 7 1 , P A 6f 6 R B _X L 0 'Ce Cl) L'i < z < < bl"i FOUND CONCRETE FOUND 1/2� IRON IRON ROD ROD E 50AC), S 89.51,3v ------------ . ........ Y. LOT 3-R 0] k. BLOCK I D ...... ...... CONCRETE CONCRETE 150 ............... — — ---- ---- . . . . .............. ..... . . . ....... �, ( 3 PACE� 11 S ACES N 89*51 Zoll 0 07' - - - - - - - - - - - - - - 5' UTILF1 E-ASEMENT . . . . . . . . ...... 29-4, 3, -D FOUN PER PLA. ....... .. ........... N 86'1"0" ... . . . .......... ....... . ........ .......... .......... COMMENCEMENT - - ----- ........ ........... .... . ........... FCS JND 1/2 - IRON POINT OF ROD BEGINNING -V ,DRA.PE INE NURSERY LTDi 52 1 ARCIE'l-L OiF ID # 6'5 2 6 5 11"D 1, THIS PILAN WAS CREATED WITH THE AID OF A COMMERCIAL SURVEYING SPECIALIST INC, DATED 11/03/2014 LAND SURVEY. A OVERALL AREA P -,LAN FULL SIZE PI OT 'SCAL 2 JsL TRUE HAI -F c_`,.IZE P[,.OT SCALE: 1 40' NORTH SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT WITH ANY CODES OR ORDINANCES. DATE SHEET: DEPARTMENT OF DEVELOPMENT SERVICES 'Al CASE NUMBER: SP16-04 PRE `.Y 1: Vi/ r CONSULTING ENGINEERS, INC, 19315 FM 2252, STE� 301 PH: (210) 542-5911 GARDEN RIDGE, TX 78266 F- 13646 DRAWN BY: ws APPROVED BY: TIS DATE DRAWN: 11/30/15 REVISION NO DESCRIPTION :BYIDATA 0 ISSUED FOR CONSTRUCTION:: WS 11/30/15i 1 REVISED PER COMMENTS :JS 03/31/16 --------------- I I r -s- 2 EXISTING -.q :.,i COMPOUND '< - ; / .,• t t --„,.,,...:..,... ..::::-::. Y. ......................... .. ...._.:::_.... z-. ........ s. <� .,,.,_. .......................... -...a! ...... ....... .-....... .. ” '.. f.✓ E .} . r ,IN ' ; s x F s ; 5" s 4 - F', s f£ f:. .:.;.: ' .. : .. f 1 ,, ON ELEAIIATE�D P1 E ,, t ... 3..R D C„ , F i z x, <; f M.. / ' f v ?..a} b! r / r /. ..... A f i tt , e xrN .,...,,.-'X"� '^S'S' %` K . " lYr° Y , `:. Fx, •xxb '�<r r� 's 'rr`r . 3<:�,t,� <. _,y v xv x E s I. a f r E F Jq.�g4G "D ....� .! 4E..�.%..�i ..vti� ✓<� .4:N ............... ..a..�. � \� F M ✓k is -----—W----.•----s � � V t ,{4 �, c.'y<yrt �a i 3 p g'• i yc'i /iWER < - r k •„ i ............ ................. , Y tF , � EXI ------------ 'v, . PMENJ E P L„3 T <'y f..) '4 M ,,• (OTHERS) sHx,.i F 2' 9' Y 4' E X! ,. b la JEP E" X 3.YF,: �fr� x,,, ,. r . <.... 1. ,. f,,,. , .': 1: }t'[: r• X. .. ' S 0 Et :.. I r 2 i 6 ��' x� I1i_; f,, i ,r� i�'� , `.s f.:? s i 'OUND PLAN' - I ( FS f ➢� .. TRUE i ✓ s. f E. r, NORTH ,.ice /' 2:,,....«,..,,..� 4 ' 8 . : PREPARED FOR: a. t- &t AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 y � W n- Networks Goodma 6400 INTERNATIONAL PARKWAY SUITE 1000 PLANO, TX 75093 Tel: (9742) 4069692 SITE NAME: HWY 121/360 3ITIm NUMBER: DX6008 SITE ADDRESS: 35517 WILLIAM D, TATS: AVENUE; GRAPEVINE, TX 76051 TARRANT COUNTY �id'R X:IW AA'B.Y,+A SdeA%&9Y�SA 9lY$SR9f'#"RRQ'��: > +s f� l• . ... 7 3 fy ; r/ f si CONSULTING ENGINEERS, INC. 19315 Fhb 2252, STE. 301 PH: $ 1542-5911 GARDEN MIDGE, TX 78266 13646 DRAWN BY. W APPROVED By- I I TIS DATE DRAWN: 11/30/15 SITE PLAN 1:tv.b11Ji I IES RIINTI I _,�. _ BY DA E CITY OF GRAPEVINE ISSUED FORCONSTRUCTION WS 11/30/,15 APPROVED 1 REVISED PER . T- ., 03/31/1.16 : APPROVAL DIES NOT AUTHORIZE Y WORK IN CONFLICT WITH ANY CODES OR ORDINANCES, ANTENNA CABLE NOTES: 1. ALL F'!F-3L--R AND DC CABLES "SHALL BE SECURED USING ROSENBERGER. COORDINATE WITH rl"M FOR APPROVED SNAFP-IN OR CLAMP HANGERS. 2. WHERE APPLICAI-33LE, "VAPOR. WRAP WILL BE USED TO SEAL ALL CONNECTIONS. ALL JUMPERS TO THE ANTENNAS FROM THE RRU WILL BE 1/2" JUMPERS AND SHALL NOT EXCEED 61 -0?1 4. UPON COMPLETION, PROVIDE A HEIGHT VERIFICATION DEPICTING RAID CENTER AND TOP OF ANTENNA. AN EIS N AA(-) Q�INT I Nr 0S. 1, ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE- NOR `H HEADING, 2. CONTRACTOR SHALL VERIFY PROPOSED ANTENNA RAD CENTER AND ORIE!",JTATIONS WITH AT&T PRIOR TO � TER f sl I I . i - - INSTALLATION OF ANTENNAS. PRIOR TO ATITACHING' ANTENNAS AND MOUNTING s() tuimjr"J! , EXISTING I TWER AND TOWER FOUNDATION MUS'll" BE ANA 'L,"T2 E -z" [3' A LICENSED STRUCTURAL - X ENGINEFER TO VERIFY TOWER IS CAPABLE OF SUPPORI-1INC 3 TIME: PROP OSFD HERSLOADS. REFER TO STRUCTURAL, ANA, S6 BY OT. 4. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS I~ OR ADDITIONAL LOADS, NO ERECTION (WHIEC'-'RE APPLICABLE) OR MODIFICATION OF TOWER S L HALL ffl--. MADE WITHOUT APPROVAd OF STRUCTURAL ENGfNEDR. 5DESIGN AND COIC STRIUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA,/E]A-222-G OR APPLICABLE 11.10CAL CODES, 6, ALL STE-EL MATERIALS SHALL BE GALVANIZED AFTER FABR[C,tjjION IN ACCORDANCE WITH ASTM A123, UNLESS NOTED OTHERWISE, 7. ALL BOLTS, AIS CH AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM Al UNLESS NOTED OTHERWISE, q 8 , DAMAGED GALVANIZED SURFACES SHALL BE I REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780, 9, ALL ANTENNA MOUNTS SHALL BE INSTALLED PER MANUFACTURER SPEC IFI CA -1 -ION S. 10, MINIMUM HORtZONTAL SPACING SHALL BE 3'-0" BETWEEN ANTENNAS, COLLOCATION LllQ:lE, STRU CTURAIL". ANAL\('SIS PERFORMED BY OTHERS, HOROUGHLY REVIEW AND ADHERE TO CONTRACTOR SHALT L � THE PASSING STRUICTURAIL ANALYSIS FOR STRUCTURA ORL INFMATION INCLUDING BUT NOT LIMITED TO STRUCTURAL UPGRADES, MO' ' ;INTING TYPES, ANTENNA DETAILS AND HEIGHTS, RRU MOUNTING3, CABLE ROUTING, 'E'TC, ANY DISCREPANC--,(' BETWEENl THE DRAWINGS AND STRUCTURAL ANALYSIS, ANDVOR 'TOWER PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER PRIOR TO BIDDING AND INS-15ALLATION, PA[-) CENTIE-R OF A-[�,--.-T A�NA!3 -- - ----- - -------- -- - - ----- - -- EI-EV, 05 . ....... . . [ST TOP OF EX HNG `iOWER .... ....... --------------- ELL-V. EXISTING AND PROPOSED AT&T ANTENNAS AND EQUIPMENT. SEE DETAIL 3 THIS SHEET— SITE PLAN CITY OF GRAPEVINE APPROVED APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH AN!CODES WOR 0 INANCES. NN 3 1 DOE SHEET; 4 OF 5 DEPARTMENT OF DEVELOPMENT SERVICES EXISIING (4) POWFR If"IBER, TRUNKS AND (1 112) 7/8" COAX CABLES 1 "-1 �.� L" - I 1 H " RA D - ELEV, OF RET--� A TOWER ELEVATION SCALE: N.T.S. E _RNG 00" M 0 N (-)P 0 1- E TOWER X S EXISTIN(3 ATalk'T ANTENNA (4 PER SECTOR, 3 SECTORS, 12 TOTAL) T R S E - I 1 2 R XIS-TINC,3 A'I& S 3 TORS, 6 OT (3 ECTOR, J, SEC , B-1; E R 1[), EXISTING AT&T RRUS-12 W/ A2 MODULE (I PER SECTOR, 3 SECTORS, 3 TOTAL) EXISTI.NG 4,T88k, T T M A (4 PER SECTFZut 3 �T SECTORS, 12 TO A, Qj 12 EXISTING ANTENNA PLAN 4 ............... SCALE: NT.S. TRt)E NOR 'TH E X S, T I N AT,,ly,-. T 18-8F E X I S T N 01,J -E W R - MONOPOI, EXISTING AT&T ANTENNA (4 PER SECTOR, 3 SECTORS, 12 TOTAQ- PROPOSED AT&T D06 -48-60-18-8F EXI P S AT,`kT R R U SECTOR, 3 ECTORS, E TOT EX ISTING AT&T RRUS-12 W/ A2 MODULE PER SECTOR, 3 (i T SECTORS, 3 �.OTAQ EXIS NG TIAT&T TMA '4 PER SECTOR, 3 SECTORS, 12 TOTAL) PROPOSED AT&T RRUS-32 (I PER SECTOR, 3 SECTORS, 3 TOTAL) PREPARED FOR: 1. SINCE THE TOTAL INCREASE IN THE APPLIED GRAVITY/WIND LOADS RESULTING FROM THIS PROJECT IS LESS THAN 10%, A TRT. CUT MOUNT ANALYSIS HAS NOT BEEN PERFORMED AS PER CLIENT INSTRUCTIONS. ADDITIONALLY, IT HAS BEEN ASS: JMET THAT THE EXISITING SECTOR MSHEET TITLE:OUNTS ARE STRUCTURALLY ADEQUATE FOR THE PRESENTLY APPLIED GRA IT, AND 'WIND: LOADS AND HAVE RESEAVE CAPACITY TOWER ELEVATION FOR SUCH LOAD INCREASE AS PER THE GOVERNING CODES AEI DTA NDARDS,. & ANTENNA PLAN 2. BOND RRU, DIPLRS EXE, AND SURGE SUPPRESSORS TO EXISTING TOWER GROUND BAR USING #2. AWG GREEN INSULATED COPPER CONDUCTORS. SHEET NUMBER,, A200 SP16-04 CASE NUMBER, VICINITY MAP, F-- THE PROPOSED SCOPE OF WORK SHALL CONSIST OF: ADDING (4) NEW RECTIFIERS TO THE EXISTING POWER PLANT, (1) NEW RAYCAP DC 12 TO FIF RACK FOR 5C/6C, 2 X 5216/DUS41 SWAP OUT NITS, IDLE CABLE, 2 X XMU03, V2 SHELF, POWER CORD AND 6 SFPS REMOVING EXISTING ANTENNAS ON TOWER AND REPLACING WITH NEW ANTENNAS. INSTALL ADDITIONAL RRU'S ON EXISTING TOWER. ti , I� F k ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES: 2015 INTERNATIONAL BUILDING CGDE W/ LOCAL AMENDMENTS 2015 INTERNATIONAL MECHANICAL CGDE W/ LOCAL AMENDMENTS ® 2015 INTERNATIONAL RESIDENTIAL CGDE W/ LOCAL AMENDMENTS 2015 INTERNATIONAL PLUMBING CODE W/ LOCAL AMENDMENTS 2015 INTERNATIONAL FUEL GAS CGDE W/ LOCAL AMENDMENTS 2015 INTERNATIONAL FIRE CODE W/ LOCAL AMENDMENTS 0 2014 NATIONAL ELECTRICAL CODE ® 2015 INTERNATIONAL ENERGY CONSERVATION CODE W/ LOCAL AMENDMENTS OR ASH RAE 90.1-2007 - EFFECTIVE SEPTEMBER 2, 2011. SITE ADDRESS: 3517 WILLIAM D TATE AVENUE GRAPEVINE, TX 76051 LATITUDE: 32.89986110 LONGITUDE: -97,09741690 TOWER OWNER: AMERICAN TOWER COMPANY 116 HUNTINGTON AVENUE BOSTON, MA 02116 APPLICANT: AT&T MOBILITY 1801 VALLEY VIEW LANE FARMERS BRANCH, TX 75234 PROJECT MANAGER: ANSCO & ASSOCIATES, LLC 14925 STUEBNER AIRLINE RD, STE. 312 HOUSTON, TX 77069 ENGINEER: P. MARSHALL & ASSOCIATES 6301 PORTWEST DR STE 100 HOUSTON, TX 77024 PATRICK W MARSHALL, P.E. 713-677-0964 POWER: ONCOR TELCO: AT&T DRAWING INDEX T-1 TITLE SHEET & PROJECT INFORMATION C-1 OVERALL SITE PLAN C-2 PROPOSED DETAILED SITE PLAN C-3 LTE PLUMBING DIAGRAM C-4 TOWER ELEVATION & ANTENNA ORIENTATION C-5 EQUIPMENT DETAILS THIS SHEET REVISES SP16-04 APPROVED APRIL / L , 2016 DESCRIBED IN THE SCOPE"' O PAGE AND SHOWN r A h , CALL BEFORE YOU DIG TEXAS 811 http://www.toxasB11.org/ 0 0P {' P. MARSHALL & ASSOCIATES cra t�- 7 O u Lu z 7 w ry �E LLO Z �- O ry 0 ui O n L- o u, �E P.-1 P. MARSHALL & ASSOCIATES EXISTING CONCRETE I EXISTING WL I I Crl 1 1 r_ O z Y, 1 EXISTING ASPHALT 1 m Alf 10, WE 1 1 1 I 1 1 1 EXISTING BUILDING 1 z z EXISTING ROW --.� L 00 m v u 1 I Lij uj 710 > 1 EXISTING CONCRETE , , z z x n15UTILITY EASEMENT z n n zO m 1 Q m�- I O O ° I 1 1 O D Iu �Un n U 1 0 1 Cm1 1 Deo ROBERT L. TAYLOR, TRUSTEE U u.� > �' O PARCELL ID# 7169620 cr V)w uuj "–' m VOLUME 7471, PAGE 645 r c� 'o -'rEXISTING 1 0 a _ Z ' 1 CONCRETE 1 1 ! m I 1 1 m I ( EXISTING UTILITY FRAME `/) EXISTING ELEVATED EXISTING ASPHALT 1 1 I I AT&T EQUIPMENT 1 ( LANDING 1 48'--0" SHELTER 4 ACCESS 1 EXISTING AT&T -_...,....., ..._ ....... _ ..._... METER EXISTING CONCRETE 1 3 EXISTING 1 STAIRS ICE BRIDGE - - _ 0 mi _J _ Y c a 49 O `°4 EXISTING f THIS E E�JIES P16�4mi SPACES (11 ) EXISTING s I APPROVED PRIL 14 2016 A z GATE (TYP.) —.— EXISTING DESCRIBED I THE SCOP F WORK MONOPOLE ON PGE T-1 AND SIS W O[N SHEET TOWERmm - EXISTING : 4 c , CARRIER , g j 15UTILITY EASEMENT EXISTING CHAIN EQUIPMENT LINK FENCE PLATFORM I Ap g' 0 �m. .� • `uj ".g GRAPEVINE NURSERY LTD . OVERALL I E PLAN PARCELL ID# 6502652,--, " DESIGNEQ: �,,� .... ...®...®®..............�!..! ®. DRAWN: CV �' ") SCALE: 1�` � ' A. �. " ...... ... . . i ..\.. , ...... CHECKED: FEW �a 1 1" 1 " SCALE: 1" � -40' � •. Jos #:IT 17-042 s 1 O O ` ;diccol m` r r t FIRM REGISTRATION #: 13897 r\Jif"'Ttl. 1I'Z A Tw T 0 w 0 its � �, � E■ / � *. L ,. p- . P. MARSHALL & ASSOCIATES W L o cn DESIGNED: SAA DRAWN: C V CHECKED: P m JOB #: ANT] 7-042 Cm2 d d U C..,r w z Z w w CL n 0 <C <C u (D alH 0'0 V) >- ? J u U 0:� ry p ry w w n CL 0 nd C) w io in (u/ a V) w Lu \ \ •— #— — C'4 �- W L o cn DESIGNED: SAA DRAWN: C V CHECKED: P m JOB #: ANT] 7-042 Cm2 CONTRACTOR TO ENSURE THAT ALL AT&T TOWER MOUNTED EQUIPMENT IS BELOW THE TOWER LIGHTING BEACON & COMPLIANT WITH ALL REGULATORY REQUIREMENTS. CONTRACTOR TO REFER TO THE MOUNT ANALYSIS FOR THIS PROJECT. O <C 0 0 C� u., w z Lu Lij z w z F- Lli C/) O CLO Q. z F— V) x w G & PROPOSED AT&T TOWER TOP :.ENT, SEE PLAN AT RIGHT FOR 1. m II-IN'tilk-D-C 4LE :: 7-111 CABLE FOR LTE 5C/6C IE TOWER PER THE 4, �NALYSIIS �G TOWER (TYP.) EXISTING AT&T ERICSSON RRUS-32 (1 PER SECTOR, TOTAL OF 3) R 1 6-4 6' A r ♦ r e v r u SBNHH-1 D65B ANTENNA (2 PER SECTOR, TOTAL OF 6) EXISTING AT&T ANDREW DBXNH-6565B-R2M ANTENNA (2 PER SECTOR, TOTAL OF 6) TO BE REMOVED EXISTING AT&T ERICSSON KRY 112 75/1 TMA (4 PER SECTOR, TOTAL OF 12) (6) TO BE REMOVED EXISTING AT&T ERICSSON RRUS-11 (3 PER SECTOR, TOTAL OF 9) (6) TO BE REMOVED EXISTING AT&T ERICSSON RRUS-11 (700) (1 PER SECTOR, TOTAL OF 3) PROPOSED RRUS-32 B66 (AWS) (I EACH PER SECTOR, TOTAL OF 3) PROPOSEDANTENNA ORIENTATION .. SBNHH-1 D65B ANTENNA (2 PER SECTOR, TOTAL OF 6) EXISTING AT&T ERICSSON RRUS-32 (WCS) (1 PER SECTOR, TOTAL OF 3) EXISTING AT&T ERICSSON KRY 112 75/1 TMA (4 PER SECTOR, TOTAL OF 12) (6) TO BE REMOVED in to �4 QT i C/? F— z w MOTES. 0 i DO NOT INSTALL RAYCAPS OR RRUS IN A MANNER THAT O INFRINGES UPON THE EXISTING TOWER SAFETY CLIMB. u Lu z i THE CONTRACTOR SHALL OBTAIN THE FINAL RFDS PRIOR TO w z O CONSTRUCTION. CL a CONTRACTOR TO CONFIGURE ALL RAYCAP SQUID ALARMS :DO ACCORDING TO THE NUMBER OF RADIOS INSTALLED, FOLLOW O MFR'S SPECIFICATIONS. z - IST SQUID INSTALLED WILL BE ALARMED TO LOWEST BAND 0 U RRU TO THE ALPHA SECTOR. p rV w - 2nd SQUID INSTALLED WILL BE ALARMED TO LOWEST BAND CL UO a RRU TO THE BETA SECTOR. U In w - 3RD SQUID INSTALLED WILL BE ALARMED TO LOWEST BAND RRU TO THE ALPHA SECTOR. - SQUID ALARMS ARE NOT TO BE DAISY CHAINED. �4 QT i CHECKED: Pwm JOB #: ANTI 7-042 ;;.f CC WAM Lu LIJ CHECKED: Pwm JOB #: ANTI 7-042