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Item 9F - PlansSCOPE OF WORK IN5TALL NEW NGW METAL GONGEALMENT POLE. IN5TALL NIGH GRAN EQUIPMENT ON UTILITY POLE. DEPARTMENT NAME / 516NATURE DATE 5TRUGTURE OWNER LATITUDE: 32.945331 ° r �I 1■1� ATBT EE I OT AT$T RF NGW - NEW APPLICANT: AN5W PM I: r' (DBA ATBT MOBILITY) ANSCO GM 1801 VALLEY VIEW LANE FARMERS BRANCH, TX PROJECT MANAGER: AN5GO 8 ASSOCIATES, LLG rim�W MJ EN61NEER: PMdA Il����tra■ a■ al -1b'ii R05WELL, 5A 30076 PATRICK W MARSHALL, P.E. 3 678-280-2325 fjMl■R 4a+! � � rrir,;raa f UPDATED ADDRESS �yr�plSC II/6/I6 ,, IT��A �!►� �g� l ISSUED FOR CON5TRUGTION NO. DATE REVISIONS °PF SCOPE OF WORK IN5TALL NEW NGW METAL GONGEALMENT POLE. IN5TALL NIGH GRAN EQUIPMENT ON UTILITY POLE. DEPARTMENT NAME / 516NATURE DATE 5TRUGTURE OWNER LATITUDE: 32.945331 ° ATET PM -97.126942° JURI5DIGTION: ATBT EE ZONING: OT AT$T RF NGW - NEW APPLICANT: AN5W PM (DBA ATBT MOBILITY) ANSCO GM 1801 VALLEY VIEW LANE POLYGON ME CRAN RNTX SOULK STRUCTURE NUMBER: 3 CANDIDATE ID: DXL07068 R03 FA LOCATION CODE: 14311494 PACE ID: MRNTX035136 PREPARED FOR: I. PROJECT MANAGER: ANSCO & ASSOCIATES, LLC. SPECIALIZED TELECOMMUNICATIONS SERVICES PREPARED BY: D 0 0 1000 HOLCOMB WOODS PKWY SUITE 210 ROSWELL, GA 30076 678-280-2325 PROJECT INFORMATION ADDRE55: 1603 E SH 114 5OUTHLAKE ,TX 76092 LATITUDE: 32.945331 ° LON61TUDE: -97.126942° JURI5DIGTION: CITY OF 5OUTHLAKE ZONING: OT 5TRUGTURE OWNER: NGW - NEW APPLICANT: NEW GIN6ULAR WIRELE55 PGS, LLC (DBA ATBT MOBILITY) 1801 VALLEY VIEW LANE FARMERS BRANCH, TX PROJECT MANAGER: AN5GO 8 ASSOCIATES, LLG 5250 TRIANGLE PKWY NW NORCROSS, 6A 30092 EN61NEER: PMdA 1000 HOLCOMB WOODS PKWY STE. 210 R05WELL, 5A 30076 PATRICK W MARSHALL, P.E. 3 678-280-2325 DRAWING INDEX T -I TITLE SHEET 4 PROJECT INFORMATION G-1 OVERALL 51TE PLAN G-2 DETAILED 51TE PLAN G-3 UTILITY PROFILE G-4 POLE ELEVATIONS 8 DETAILS G-5 5TRUGTURAL DETAILS G-6 PHOTO 51MULATION #1 G-7 PHOTO 51MULATION #2 G-8 PHOTO 51MULATION #3 G-9 PHOTO 51MULATION #4 G-10 GROUNDING DETAILS G-11 GON5TRUGTION DETAILS G-12 EQUIPMENT 5PEGIFIGATION5 G-13 EQUIPMENT 5PEGIFIGATION5 G-14 EQUIPMENT 5PEGIFIGATION5 G-15 TYPICAL PLUMBING DIAGRAM G -I6 GENERAL CONSTRUCTION NOTES CALL BEFORE YOU DIG TEXAS ONE -CALL 811 http://www.txonecall.com/ LV�/ r...:..................... ........... sem; CO FIRM REGISTRATION #: 13897 PREPARED FOR at&t PREPARED BY pl�m P. MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK [STRUCTURE NUMBER STRUCTURE OWNER NGW - NEW STRUCTURE AIIII­SS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.645331 CNG: -q-1.126642° ­IJESIGN REVISIONS PREPARED APPROVED BY. F. MAR5HALL DESIGNED BY. R. GALLA6HAN DRAWN BY: R. GALLA6HAN PROJECT u: AGNTI15-141 SHEET NAME TITLE SHEET d PROJECT INFORMATION r SHEET NUMBER T-1 3 121/18 UPDATED ADDRESS 2 II/I6/I5 UPDATED ADDRESS I II/6/I6 REVISED PER CLIENT REVIEW O 5/I6/I5 ISSUED FOR CON5TRUGTION NO. DATE REVISIONS PREPARED APPROVED BY. F. MAR5HALL DESIGNED BY. R. GALLA6HAN DRAWN BY: R. GALLA6HAN PROJECT u: AGNTI15-141 SHEET NAME TITLE SHEET d PROJECT INFORMATION r SHEET NUMBER T-1 PREPARED FOR NO KNOWN NETWORK SUPPORT NODES WITHIN 300-FT OF PROPOSED NODE LOCATION 40000 at&t PREPARED BY MARSHALL 71 �7St & ASSOCIATES [POLYGON NAME GR,4N_iZNTX_SOULIG STRUCTURE NUMBER 300-FT BUFFER 5E AGK 3 STRUCTURE OWNER NON - NEW i PARKING LOT F1/Sall"// \ • � � �%NG �`—STRUCTURE ADoaEss \ . STq �`1 1603 E S 114 STRUCTURE COORDINATES \ / / LAT: 32.845331° LONG —q-1.126842° PROPOSED UTILITY \ \ I DESIGN REVISIONS POLE PqITH NIGH GRAN EQUIPMENT EXISTING BUILDING i PARKIN6, i LOT /� AP / 5 12/12/15 UPDADDRE% N 2 11/16/15 UPDATED ADDRESS I 11/6/15 REVISED PER CLIENT REVIEW O 5/16/15 155L$W POR OVERALL SITE PLAN Pm I I CONSTRUCTION SCALE: 1" = 100' W &A E OF TF �,1 No. DATE REVI.—B / P,. •'••• 11 PREPARED BY / / r •.. +� APPROVED BY: P. MARSHALL I� DESIGNED BY: R. GALLACHAN DRAWN By R CALLAGHAN r. ........... ................ . P ICK MARS L PROJECT n ACNTIS-141 . .. ......• ♦�.......�. �••�� 86 ; SHEET NAME li OVERALL SITE PLAN EN G; CONAL E� SHEET NUMBER FIRM REGISTRATION #: 136gl I G-I SLTS GRAND AVENUE II LP 1430 DIVISION ST 41042506 EX. TREE (TYP) FAN,,lll 4P h/ / PROP05W 100'+/- POWER ROUTE (BY OTHERS) PROP05ED 160'+/- FIBER ROUTE (B( OTHER5) PROP05ED UTILITY POLE WITH NGW GRAN EQUIPMENT DETAILED SITE PLAN SCALE: I" = 50' sqr QST A -1N w C�& ll�, \ w N /F SLTS LAND LP 1601 E STATE HWY 114 7736916 NOTE: • 51TE PLAN DEVELOPED FROM AERIAL PHOTO. CONTRACTOR TO VERIFY FIELD CONDITION5 d DIMENSIONS PRIOR TO GON5TRUGTION. • ROW INFORMATION SHOWN 15 BA5ED ON JURISDICTION'S 615 DATA. • CONTRACTOR MU5T RE5TORE ALL 015TURBED 5URFAGE5 AFFECTED BY GON5TRUGTION TO PRE -CONSTRUCTION CONDITIONS. • CONTRACTOR WILL GALL 811 FOR UNDERGROUND LOGATE5 PRIOR TO EXCAVATION UTILITY LE6END: — w—w —w — —p —p —p — —T —T —T WATERLINE 6A5 LINE BURIED POWER BURIED TRAFFIC GA BURIED GAT BURIED TELECOM / FIBER 5ANITARY SEWER LINE PREPARED FOR � %at&t —p/ PREPARED BY 1pl�m P. MARSHALL & ASSOCIATES [IOLIGOI NAME CRAN_RNTX_50ULK r S'igUCTURE NUMBER STRUCTURE OWNER NGW - NEW STRUCTURE ADDRESS 1603 E 5H 114 STRUCTURE COORDINATES LAT: 32.cI45331' LONG: —q-1.126842' DESIGN REVISIONS — 5 12/12/18 UPDATED ADDRESS 2 IIA6115 UPDATED ADDRESS I II/6/18 REVISED PER CLIENT REVIEW O 5/16/15ISSUED FOR CONSTRUCTION OF TC 1X\1,1 NO DATE REVISIONS �.�E P,. •'•• •.' �p 11 PREPARED BY 1 !.: ••�,1.+�RoveD Br. P. MARSHALL 7f 7C �I DESIGNED BY. R GALLACHAN o0p:. ........... ................: .. DRAWN BY: R GALLA6HAN 0P RICK MAR LL , PROJEC­ ACNTI6-141 �• •':•......�V..... •.� ••�`•�� V /YS 111�`1� [S"FETNA"E FROP05ED 51TE PLAN CONAL ��G\� � rSHEET NUMBER FIRM REG15TRATION #: 1389-7 0-2 100 qq q8 ql qb C15 q4 q3 PROP05ED UTILITY POLE WITH NGW GRAN EQUIPMENT (NOT TO 5GALE) 23'-6' 25'-10" 12'- 85'-l' al I 1 PROPOSED POWER SERVICE T —T —T —T —T —T T T —T —T —T —T —T —T —T —T PROP05ED q00 BEND 160'+/- FIBER ROUTE (BY OTHERS) EXISTING WATER SERVICE (ACTUAL DEPTH TO BE VERIFIED IN FIELD) EXISTING 5EWER 5ERVIGE (AGTUAL DEPTH TO BE VERIFIED IN FIELD) EXI5TIN6 STORM WATER PIPE (ACTUAL DEPTH TO BE VERIFIED IN FIELD) EXI5TIN6 PROP05ED UTILITY POLE POWER POLE WITH NGW GRAN EQUIPMENT (NOT TO SGALE) 3 21'-2" 2l'-5" 12'-2" '- q'-l' l'-5' 100 100 qq PROPOSED qq FIBER SERVIGE q8 1 q8 ql P —P P —P —P —P 100' +/- POWERJ P — � J ql ROUTE (BY OTHERS) ` ROPNo q6 � qb i q5 q4 q3 EXISTING STORM WATER PIPE (ACTUAL DEPTH TO BE VERIFIED IN FIELD) EXISTING SEWER SERVICE (ACTUAL DEPTH TO BE VERIFIED IN FIELD) UTILITY FROFILE HORIZONTAL 5GALE: I" = 30' VERTIGAL 5GALE: P = 3' q5 q4 q3 EXISTING WATER SERVICE (AGTUAL DEPTH TO BE VERIFIED IN FIELD) EXISTING HANDHOLE 100 qq q8 Tl q6 95 14 q3 NOTE: ELEVATION INFORMATION 15 UNAVAILABLE. ALL DEPTHS AND ELEVATIONS ARE TO BE VERIFIED IN FIELD BY CONTRACTOR. PREPARED FOR � %at&t PREPARED BY 1pl�m P. MARSHALL & ASSOCIATES [1011GOI NAME CRAN_RNTX_50ULK r S'TgUCTURE NUMBER STRUCTURE OWNER NGW - NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.145331' LONG: —q-1.126842' DESIGN REVISIONS — 5 12/12/18 UPDATED ADDRESS 2 11/16/18 UPDATED ADDRESS I 1116/16 REVISED PER CLIENT REVIEW O 5/16/15 155UED POR GONSTRUGTION NO DATE �.�E OF TC 1X\1,1 REVISIONS P,. •'••••• •.' �p 11 PREPARED BY i 1 !.: ••�,1.+� PRoveD BY P. MARSHALL DESIGNED BY. R GALLACHAN oo o'01 ....... ......... .. DRAWN BY: R CALLA +4AN rPA ICK MAR pLL PROJEC­ ACNTI6-141 II 8V •IIS SHEET NAME UTILITY PROFILE FIRM RE615TION #: 1389_[SIEETNIMBEN C, NOTE: CONTRACTOR TO COORDINATE POWER B FIBER SERVICE REQUIREMENTS WITH UTILITY COMPANIES. SERVICE DROPS MAY DIFFER FROM TH05E SHOWN ON THI5 DRAWIN6. NOTE: RADIO FREQUENCY WARNIN6 516N5 SHALL BE PROVIDE AS PER APPLICABLE STANDARDS. THE RADIO FREQUENCY WARNING 516N5 SHALL INCLUDE INFORMATION RE6ARDIN6 THE EMERGENCY SHUT OFF LOCATIONS. NOTE: CONTRACTOR SHALL REFER TO THE LATEST POLE AND FOUNDATION DE516N DRAWINGS BY OTHERS. J R it O PROPOSED NEW GIN6ULAR WIRELESS ANTENNA PROPOSED LAA RAD105 (ERICSSON 2205) MOUNTED IN CONGEALMENT AREA TOP OF POLE PROPOSED GOM56OPE 55G-1b023994bXY35DP METAL CONGEALMENT POLE (DE516NED BY OTHERS) O POLE ELEVATION (FRONT) NOT TO SCALE KEY NOTES OI DISCONNECT WITH OVERCURRENT PROTECTION O2 1-1/2" UV RESISTANT 5CH. 80 PVG CONDUIT FOR AG POWER SERVICE TO POWER METER. PROPOSED NEW PWR TPLX TO BE DELIVERED BURIED TO THE POLE PROPOSED NEW ATBT FIBER TO BE DELIVERED BURIED TO THE POLE FIRM RE615TRATION #: 1389-7 PREPARED FOR at&t PREPARED BY pl O P. MARSHALL & ASSOCIATES [POLYGON NAME GRAN_RNTX_50ULK [STRUCTURE NUMBtR STRUCTURE OWNER NIGH - NEW S'iRUCTURE ADDRrsS 1605 E SH 114 STRUCTURE COORDINATES LAT, 32.945331 LONG: -9-1.126942° r I )PSIGN REVISIONS ATBT CUSTODIAN SIGN ATBT INFORMATION SIGN ATBT CAUTION SIDE (SEE DETAILS, SHEET G -II) PROPOSED (2) ERIG55ON 2203 RADIOS MOUNTED IN CONGEALMENT AREA w PROPOSED METER I Q : V O Q� 3 12/12/18 UPDATED ADDRESS 2 GROUND O POLE ELEVATION (FRONT) NOT TO SCALE KEY NOTES OI DISCONNECT WITH OVERCURRENT PROTECTION O2 1-1/2" UV RESISTANT 5CH. 80 PVG CONDUIT FOR AG POWER SERVICE TO POWER METER. PROPOSED NEW PWR TPLX TO BE DELIVERED BURIED TO THE POLE PROPOSED NEW ATBT FIBER TO BE DELIVERED BURIED TO THE POLE FIRM RE615TRATION #: 1389-7 PREPARED FOR at&t PREPARED BY pl O P. MARSHALL & ASSOCIATES [POLYGON NAME GRAN_RNTX_50ULK [STRUCTURE NUMBtR STRUCTURE OWNER NIGH - NEW S'iRUCTURE ADDRrsS 1605 E SH 114 STRUCTURE COORDINATES LAT, 32.945331 LONG: -9-1.126942° r I )PSIGN REVISIONS PREPARED APPROVED BY P. MARSHALL DESIGNED BY. R. CALLA&HAN DRAWN BY: R. CALLA6HAN PROJECT u: AGNTI15-141 SHEET NAME POLE ELEVATIONS B DETAILS [STIETNI-11- G-4 3 12/12/18 UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I II/6/16 REVISED PER CLIENT REVIEW O 5/16/I5 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED APPROVED BY P. MARSHALL DESIGNED BY. R. CALLA&HAN DRAWN BY: R. CALLA6HAN PROJECT u: AGNTI15-141 SHEET NAME POLE ELEVATIONS B DETAILS [STIETNI-11- G-4 PREPARED FOR i a t & t PREPARED BY 7)Vm R MARSHALL & ASSOCIATES r POLYGON NAME GRAN_RNTX_SOULiG [STRUCTURE NUMBER STRUCTURE OWNER NGW -NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.C145331' LONG: -G -1.126G42' DESIGN REVISIONS - 5 12/12/18 UPDATED ADDRESS 2 11/16/15 UPDATED ADDRE55 I 11/6/18 REVI5ED PER GLIENT REVIEW O 5/16/18 ISSUED FOR GON5TRUGTION NO. DATE REVISIONS PREPARED BY �' •••• / APPROVED BY. P. MAR5HALL 1 DESIGNED BY: R. GALLAGHAN :.. ......... ... DRAWN BY: R. CALLAGHAN iPA ICK MAR LL , PROJECT #: ACNT15-141 �......................... ... [SHEET NAME EN 5TRUf 7URAL DETAIL5 SHEET NUMBER FIRM REGI5TRATION #: 138'17 1 G -g EXISTING PHOTO SIMULATION #1 (FROM NEST) i r. PROPOSED OF LWAW MIA m1ol-m ~CEM FIRM RE615TRATION #: 1389-7 PREPARED FOR at&t PREPARED BY pl O P. MARSHALL & ASSOCIATES [POLYGON NAME GRAN_RNTX_50ULK [STRUCTURE NUMBtR STRUCTURE OWNER NIGH - NEW STRUCTURE Alli JRFSS 1605 E SH 114 STRUCTURE COORDINATES LAT, 32.945331 LONG: -9-1.126942° I )PSIGN REVISIONS PREPARED �,PPROVED BY. F. MAR5HALL DESIGNED BY. R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT u: ACNTI15-141 SHEET NAME PHOTO 51M LATION #1 [STIETN­Bll G-6 3 12/12/18 UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I 11/6/16 REVI5ED FER CLIENT REVIEW O 5/16/I5 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED �,PPROVED BY. F. MAR5HALL DESIGNED BY. R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT u: ACNTI15-141 SHEET NAME PHOTO 51M LATION #1 [STIETN­Bll G-6 FXIc:MNF7 PHOTO SIMULATION #2 (FROM SOUTH) PROPnc,FT7 OF FIRM RE615TRATION #: 1386-7 PREPARED FOP at&t PREPARED BY pl�m P. MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK [STRUCTURE NUMBtR STRUCTURE OWNER NOW - NEW STRUCTURE AIJIJR FSS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.645331 ­IOG: -q-1.126642 ° ­IJESIGN REVISIONS PREPARED }7PPROVED BY P. MARSHALL DESIGNED BY. R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT u: ACNTI15-141 SHEET NAME PHOTO 51H)LATION #2 [S"EETNUM8EE G-, 3 12/12/18 UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I 11/6/16 REVISED PER CLIENT REVIEW O 5/16/I5 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED }7PPROVED BY P. MARSHALL DESIGNED BY. R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT u: ACNTI15-141 SHEET NAME PHOTO 51H)LATION #2 [S"EETNUM8EE G-, EXISTING PHOTO SIMULATION #3 (FROM NORTH) PROPOSED P RIC W MA ALL ................ .......... FIRM RE615TRATION #: 1386-7 PREPARED FOR at&t PREPARED EY pl�m P. MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK [STRUCTURE NUMBtR STRUCTURE OWNER NIGH - NEW STRUCTURE AIJIJRFSS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.645331 ­IOG: -q-1.126642 ° r I )PSIGN REVISIONS APPROVED BY F. MARSHALL DESIGNED BY. R. OALLA6HAN DRAWN BY R. CALLA6HAN PROJECT u: ACNTI15-141 SHEET NAME FWTO 51H)LATION x3 [SHI—NUM8ER G-8 3 12/12/Ib UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I 11/6/16 REVISED FER CLIENT REVIEW O 5/16/15 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS APPROVED BY F. MARSHALL DESIGNED BY. R. OALLA6HAN DRAWN BY R. CALLA6HAN PROJECT u: ACNTI15-141 SHEET NAME FWTO 51H)LATION x3 [SHI—NUM8ER G-8 '" 1 EXISTING PHOTO SIMULATION #4 (FROM EAST) PROPOSED /NP� OF LWAM/,�� . ........... .............. 8 01��� il .� C . NAL FIRM RE615TRATION #: 1386-7 PREPARED FOR at&t PREPARED BY pl�m P. MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK [STRUCTURE NUMBtR STRUCTURE OWNER NON - NEW STRUCTURE AIIIJRFSS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.645331 ­IOG: -q-1.126642 ° ­IJESIGN REVISIONS PREPARED BY APPROVED BY. F. MARSHALL DESIGNED BY. R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT u: ACNTI15-141 SHEET NAME PHOTO SIMLATION #4 [SHEETINUMIEPT G -Q 3 12/12/Ib UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I 11/6/16 REVISED FER CLIENT REVIEW O 5/16/15 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED BY APPROVED BY. F. MARSHALL DESIGNED BY. R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT u: ACNTI15-141 SHEET NAME PHOTO SIMLATION #4 [SHEETINUMIEPT G -Q BARE #6 SOLID GROUND WIRE GROUND N IF A SINGLE GROUND ROD DOE5 NOT HAVE A RE515TANGE TO 6ROUND OF 25 OHM5 OR LE55, IT SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUND ROD. 5EPARATION BETWEEN GROUND ROD5 MU5T BE AT A MINIMUM DI5TANGE OF 8'. GROUND ROD DETAILS 5/8" x 8' GROUND ROD EQUIPMENT BRACKET GONDUIT FOR EARTH GROUND TO SMALL GELL BRAGKET OW\p 5/8" x 8' GROUND ROD BARE #6 SOLID 6ROUND WIRE 5/8" &ROUND ROD GLAMP WITH SHEAR HEAD 5/8" x V 6ROUND ROD GONNEGTION TO GROUND ROD CONDUIT FOR EARTH GROUND TO POWER METER GROUND I NO SGHEMATI G GROUND LU6 GOMPRE55ION LONG BARREL GONNEGTOR GROUND BLOGK BARE #6 SOLID GROUND WIRE (TYPJ MULTIPLE GROUND GONNEGTIONS ERIGSSON AG GROUNDING LU6 :55ION ARREL TOR i SOLID WIRE GONNEGTI ON TO EQUIPMENT BRACKET THROU6H :OUND LU6 PREPARED FOR at&t PREPARED BY 7 O P.MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK r STRUCTURE NUMBER---] 3 STRUCTURE OWNER NON - NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 52.145551 LONG: -q-1.126642 ° DESIGN REVISIONS PREPARED BY APPROVED BY. P. MAR94ALL DESIGNED BY: R. CALLA6 #AN DRAWN BY: R. CALLA6HAN PROJECT #: AGNTI15-141 SHEET NAME 6RDWIPIN& DETAIL5 NUMBER [SREET G-10 3 12/12/18 UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I II/6/18 REVISED PER CLIENT REVIEW O 5/16/15 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED BY APPROVED BY. P. MAR94ALL DESIGNED BY: R. CALLA6 #AN DRAWN BY: R. CALLA6HAN PROJECT #: AGNTI15-141 SHEET NAME 6RDWIPIN& DETAIL5 NUMBER [SREET G-10 a Q CAUTw N A AT&T p-1- entwines un this M- 1 -Beyond this polnt mdrafrequancy (RF) fields my esrceed the FCC Oxupasonal HMIh Follow aniety guldohnsa for worlung n an RF en.irarrmeni. Cnnlsrt ATAT at 80SA30.2922 end lodow Its+ slmwtions prix to worNfnR udho TWO (R) fool orAUrs antennas ThisIs AT&T Site C-tw A 91 The custodian of this station license is AT&T Mobility _ fccmwA2tt.com 1-055-699-7073 N 8W 4" ^T$T kq^PNING SIGNS NOT TO SCALE PREPARED FOR at&t PREPARED BY 7 O P.MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK r STRUCTURE NUMBER---] STRUCTURE OWNER NON - NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.645331 LONG: -cl-1.126642 ° r DESIGN REVISIONS INFORMATION AT&T Mobility operates telecommunications antennas at or near the top of this structuire. Obey guidance contained in add'rlional signage near the antennas. t� Contact AT&T Mobility at 800.638-2822 for further Information regarding AT&T Mobility's antennas. This is AT&T Mobitity Site at&t 12/I2/Ib UPDATED ADDRESS ^T$T kq^PNING SIGNS NOT TO SCALE PREPARED FOR at&t PREPARED BY 7 O P.MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK r STRUCTURE NUMBER---] STRUCTURE OWNER NON - NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.645331 LONG: -cl-1.126642 ° r DESIGN REVISIONS PREPARED BY APPROVED BY. P. MAR$FWLL DESIGNED BY: R. CALLA6 #AN DRAWN BY: R. r-ALLA6 iAN PROJECT #: Ar-NTI15-141 SHEET NAME WN5TPXTION DETAIL5 [SHEETNUM8ER G -II 3 12/I2/Ib UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I 11/6/16 REVISED PER CLIENT REVIEW O 5/16/15 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED BY APPROVED BY. P. MAR$FWLL DESIGNED BY: R. CALLA6 #AN DRAWN BY: R. r-ALLA6 iAN PROJECT #: Ar-NTI15-141 SHEET NAME WN5TPXTION DETAIL5 [SHEETNUM8ER G -II eUlm a ny — Antenna for Advanced Mobile Communication gamma nu 1. Antenna Spec Sheet Frequency Range 20 20 20 20 1695-2400 20 3550-3700 5150-5925 Gain (dBi) 25 25 VSWR 9.0 < 1.5: 1(Typ 5.5 5.5 HPBW (-) (N) 142 Max. Wind Speed (Survival Wind Spe 360 Polarization 360 360 Model No. t 45 Intermodulation IM3 (dBc) Direct Ground OYZ9X360F10 - - Impedance (Q) 50 Max. Effective Power per Port Watts 3 100 100 Frequency Range (MHz) 1695-1850 1850-1910 1910-2180 2300-2360 3550-3700 5150-5925 Gain dBi 8.0 8.5 9.0 8.5 5.5 5.5 Horizontal Pattern: Azimuth Beam width (°) 360 360 360 360 360 360 Gain OMNI Deviation (dB) 3.5 5 5 5 6 7 Cross Polar Discrimination at Boresight (dB) 15 15 15 15 8 6 Vertical Pattern: Elevation Beam width (°) 20 18 17 16 30 22 First Upper Side Lobe Suppression (0) 11 11 11 11 8 9 Fixed Down Tilt (Factory setting) 0, 5 (optional) In -Band Cross Polar Ports Isolation (dB) 20 20 20 20 20 20 Inter -Band Ports Isolation (dB) 25 25 25 25 25 25 VSWR 23.6 x 0 7.9 / 600 X 0 200 < 1.5: 1(Typ (lb / kg) < 1.5 : 1(TYp.).) Wind Load (@100 mph) (N) 142 Max. Wind Speed (Survival Wind Spe 1.7 : 1(Max.) Polarization t 45 ± 45 ± 45 t 45 t 45 t 45 Intermodulation IM3 (dBc) Direct Ground -153 - - Impedance (Q) 50 Max. Effective Power per Port Watts 3 100 100 100 Values based on NGMN-P-BASTA reauirements UPDATED ADDRESS I II/6/16 REVISED PER CLIENT REVIEW Mechanical Specifications Connector Type & Quantity 4.3-10 x 4 1 4.3-10 x 4 4.3-10 x 2 Connector Position Bottom Antenna Dimension (H x D) (inch 1 23.6 x 0 7.9 / 600 X 0 200 Weight (without Mounting Kit) (lb / kg) 12.0 / 5.5 Wind Load (@100 mph) (N) 142 Max. Wind Speed (Survival Wind Spe (mph) 150 ed) Lightning Protection Direct Ground Radome (Color) Gray Product Environmental compliance ROHS compliant 2'. Antenna Pictures O Antenna for Advanced Mobile Communication GCA-02-16REV.1 © COPYRIGHT- GAMWNU. INC. GCA -02-16 REVA ® COPYRIGHT -GAMMANU, INC. ANTENNA SPEGIEICATIONS PREPARED FOR 40000 at&t PREPARED BY 71�m P.MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK r STRUCTURE NUMBER---] 3 STRUCTURE OWNER NON - NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.645331 LONG: -c1-1.126642 ° -DESIGN REVISIONS PREPARED BY APPROVED BY. P. MARSHALL DESIGNED BY: R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT #: AGNTI15-141 [SHEE7NAME EQUIPMENT 5PECIFICATION5 [SHEET NUMBER G-12 3 12/12/18 UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I II/6/16 REVISED PER CLIENT REVIEW O 5/16/15 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED BY APPROVED BY. P. MARSHALL DESIGNED BY: R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT #: AGNTI15-141 [SHEE7NAME EQUIPMENT 5PECIFICATION5 [SHEET NUMBER G-12 .var���Yx��xj The micro Radio 2203 is pan of the Encsson Radio System portfolio. Radio 2203 has best in class design, superior radio performance and power elrciency when it comes to medium range 3GPP radio Products. Radio 2203 has, by use of its small and smart dimensions, support for a wide range of mounting scenarios and has a pioneering flexibility within its product segment. With the Radio 2203. Ericsson evolves the micro radio portfolio to become even more flexible thus making a easier than ever to make small and efficient single an multi -band micro radio matallations. The Radio 2203 support installations with mlegraled or external antenna systems and can by use of the versatile optical CPRI interface be connected to any of the efficienl Encsaon Baseband WCDMA or LTE modules by use of star or cascade configurations supporting multi sector and multi band. Radio 2203 support WCDMA and LTE with two duplex TX/RX branches. The Rada 2203 support up to 4 WCDMA carriers or 40 MHz LTE as well as WCDMA and LTE mixed mode configurations. ERICSSON On the right Side you see a picture of the Radio 2203 ounted on a lamp Pole. The picture beside it shows the FREQUENCY BANDS p back part of the R2clo 2203. the support system in which (W/L), 32/1325 (W/L), 312 (L), B13 (L) and B7 (L) t 1 the wall mount and pole mount are integrated. Up to 4 carriers Cartier capacity LTE: Up to 40 MHz I 'finical Specifications Radio 2203 FREQUENCY BANDS Bands: 3GPP Bands B1 (W/L), B3 (L), B3C (WI B8 (WI B66A (W/L), B5 (W/L), 32/1325 (W/L), 312 (L), B13 (L) and B7 (L) HW CAPACITY Carrier capacity WCDMA: Up to 4 carriers Cartier capacity LTE: Up to 40 MHz IBW: 81, 83 antl B66A 45 MHz. B2/B25 and 8740 MHz. B3C, B8, B5, B12 and B13 Full band MIMO: Yes, 2T/2R Output power: Up to 2 x 5 W INTERFACE SPECIFICATIONS Antenna Ports: 2 x 4.3-10 (1) CPRI: 2 x 2.515110 Gbps (exchangeable SFP modules) Optical indicators 6 External alarms 2 Field ground 1 MECHANICAL SPECIFICATIONS W x H x D: 200 mm x 200 mm x 100 mm, including mounting bracket and esthetic front cover Weigh[: <4.5 kg Volume: 41 Mounting: Wall and pole mount ELECTRICAL SPECIFCATIONS Power Supply: -48 VDC or 100 - 250 VAC ENVIRONMENTAL SPECIFICATIONS Normal operating temp.: -40 -C to+55 °C (cold start at -40'C) Relative Humidity 5-100% Environment: Outdoor class with IP65 RADIO 2203 RADIO SPEGIFIGATIONS RADIO 2205 LAA > Unlicensed band in 5GHz (5150MHz-5875MHz) > 3GPP: B46A/D > IBW: 60MHz > Up to 3 LTE carriers 20MHz > Support 2TX/2RX > Output Power: > 2 x 500mW > Up to +36dBm EIRP with internal antenna > Size: 4L > Weight:4Kg > 2x1 OG CPRI > Power supply: AC or DC ECRAN Project RADIO 2205 RADIO SPEGIEIGATIONS PREPARED FOR at &t PREPARED BY pl�m P. MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK [STRUCTURE NUMBtR STRUCTURE OWNER NGW -NEW STRUCTURF AIIIJRFSS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32,945331 ­NG:-q-7.I26g42° I )FSIGN REVISIONS PREPARED BV APPROVED BY P. MARSHALL DESIGNED BY. R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT a ACNTI15-141 SHEET NAME EQUIPMENT 5PEGIFIGATIONS [STIET NUMBER G-13 3 12/12/Ib UPDATED ADDRESS 2 II/101 UPDATED ADDR-55 I 11/6/16 REVISED PER CLIENT REVIEW O 5/16/I5 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED BV APPROVED BY P. MARSHALL DESIGNED BY. R. CALLA6HAN DRAWN BY: R. CALLA6HAN PROJECT a ACNTI15-141 SHEET NAME EQUIPMENT 5PEGIFIGATIONS [STIET NUMBER G-13 D C B A REV. DESCRIPTION BY DATE A DRAWING UPDATE MJP 09/18/2018 CANISTER ANTENNA 350" AGL (10 IN DIA X24 IN TALL SHOWN) 34'0" iii ANTENNA MOUNT OPTION (INSIDE CONCEALMENT) RAD CENTER "X" IN PART NUMBER 12" OPTIONAL LUMINAIRE ARM (ATTACHMENT PRESENT 30'0" BOTH SIDES, COVER PLATES PROVIDED WHEN NOT USED) 2q'O" `k 1' LAA/CBRS RADIO CONCEALMENT MODULE ANTENNA ACCESS PORT HOLE (INTERNAL J -HOOK PRESENT FOR CABLE SUPPORT OPTIONS) ACCESS PORT FOR 5G OR `•�' SMART CITIES DEVICES A CCESS FOR 085/8"— WIRELESS EQUIPMENT II�ADDITIONAL ll EQUIPMENT AC LOAD CENTS ACCESS CITY ACCESS POWER METER ACCESS FOR ADDITIONAL EQUIPMENT POLE TRANSITION COVER POWERAND WIRELESS EQUIPMENT BASE MODULE 10'0" 4X 0 1''-8 ANCHOR BOLT ON 0 14 B.C. + 018.0INPUT ACCESS PORT Toi, 018.0 D D C B B A A LOW NOISE AC77VE COOLING SYSTEM UP TO 4 ERC 2203/2205/2208 RRU OPTIONAL COMMSCOPE CBC -1923T-4310 DIPLEXER AC LOAD CENTER - SQUARE D #Q0816L 100RB POWER METER EATON UTRS502BCH TRANSPARENT GROUND These drawings and specification are the proprietary property of Commscope Inc. and maybe used only for the specific purpose authorized in wdling by CommScope Inc. ALL DIMENSIONS ARE IN INCHES U.O.S. TOLERANCES UNLESS OTHERWISE SPECIFIED: .X =N .12 ANGLES N2A .XX=N .06 FRACTIONS N1132 .XXX= N .031 REMOVE BURRS AND BREAK EDGES.005 DO NOT SCALE THIS PRINT m MAIN SQUARED # C APPROX. 11" W MJP H. 2 of 2 REVISION: A wr— SSC760239946xy 35 TP METRO CELL, 18IN INTEGRATED POLE SOLUTION 35FT MAX C0MMSrc%PE6 D B PREPARED FOR at&t PREPARED BY pl�m P. MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULIG rSTRUCTURE NUMBER —STRUCTURED NE3 NGW - NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.145331' LONG —q-1.126842° DESIGN REVISIONS — 5 12/12/18 UPDATED ADJ R 2 11/16/18 UPDATED ADDRESS I II/b/16 REVISED PER CLIENT REVIEW O 5/16/IB 155LII FOR GONSTRUGTION NO. DATE REVISIONS PREPARED BY APPROVED BY. P. MARSHALL DESIGNED BY: R CALLACHAN DRAWN BY: M GALLA6HAN PROJECT A: AGNTI6-141 SHEET NAME E:QUIPI SPEGIFIGATION5 [SHEET11MBE1 G-14 (GROUND BAR LOCATED SECTION A -A BEHIND PORT) SCALE 1 :24 ANTENNA MOUNT OPTIONS COLOR OPTIONS ("x" IN PART NUMBER) I IN PART NUMBER) 4 -0" METER "A" BIN DIA (VVSSP, GAMMA NU "0" GALV POLE/LIGHT GREY COMPONENTS CENTERLINE "B" 121N DIA (NNVVSSP) "1" LIGHT GREY (RAL 7035) "H" 1DIN DIA (GALT P64801, GQ2140 "2" GREEN (RAL 6005) "K" 14-151N DIA (AMP, GALT) "3" BLACK A ` A "O" 14-151N DIA (GAMMA NU) "4" BROWN (RAL 8014) "5" BEIGE -GREY (RAL 7006) "9" METALLIC SILVER 00— --- "W" PURE WHITE _— —_---_____ ---_ -------------------------- "C" FAUX CONCRETE These drawingsandspecificationsare0eproprietary properly of CommScope Inc . and may be used only for the sptsork MJP >� 1of2 -wSSC760239946xy 35 TP purpose authorized in writing by Commscope Inc. aw ALL DIMENSIONS ARE IN INCHES U.O.S. METRO CELL, 18 IN INTEGRATED POLE SOLUTION, 35FT MAX TOLERANCES UNLESS OTHERWISE SPECIFIED: .X =N .12 ANGLES N2A .XX=N .06 FRACTIONS N1132 .XXX=N .031 REMOVE BURRS AND BREAK EDGES .005 REVISION: A COMMISCY.04PIE' DO NOT SCALE THIS PRINT D D C B B A A LOW NOISE AC77VE COOLING SYSTEM UP TO 4 ERC 2203/2205/2208 RRU OPTIONAL COMMSCOPE CBC -1923T-4310 DIPLEXER AC LOAD CENTER - SQUARE D #Q0816L 100RB POWER METER EATON UTRS502BCH TRANSPARENT GROUND These drawings and specification are the proprietary property of Commscope Inc. and maybe used only for the specific purpose authorized in wdling by CommScope Inc. ALL DIMENSIONS ARE IN INCHES U.O.S. TOLERANCES UNLESS OTHERWISE SPECIFIED: .X =N .12 ANGLES N2A .XX=N .06 FRACTIONS N1132 .XXX= N .031 REMOVE BURRS AND BREAK EDGES.005 DO NOT SCALE THIS PRINT m MAIN SQUARED # C APPROX. 11" W MJP H. 2 of 2 REVISION: A wr— SSC760239946xy 35 TP METRO CELL, 18IN INTEGRATED POLE SOLUTION 35FT MAX C0MMSrc%PE6 D B PREPARED FOR at&t PREPARED BY pl�m P. MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULIG rSTRUCTURE NUMBER —STRUCTURED NE3 NGW - NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.145331' LONG —q-1.126842° DESIGN REVISIONS — 5 12/12/18 UPDATED ADJ R 2 11/16/18 UPDATED ADDRESS I II/b/16 REVISED PER CLIENT REVIEW O 5/16/IB 155LII FOR GONSTRUGTION NO. DATE REVISIONS PREPARED BY APPROVED BY. P. MARSHALL DESIGNED BY: R CALLACHAN DRAWN BY: M GALLA6HAN PROJECT A: AGNTI6-141 SHEET NAME E:QUIPI SPEGIFIGATION5 [SHEET11MBE1 G-14 E// Pico — urban/suburban 1900 15 SGHz RET Quasi -Omni Antenna ----------------------- ----------------------- -RF connector may be 4.3-10 or 7/16 DIN -GP8 port shall NOT be used TYPIGAL PLUMBING DIAGRAM FREQUENGIE5 FREQUEN6IE5 ARE 2100 MHZ AND 1900 MHZ PREPARED FOR 40000 at&t PREPARED BY 71�m P.MARSHALL & ASSOCIATES [POLYGON NAME 0RAN_RNTX_50ULK rSTRUCTURE NUMBER---] STRUCTURE OWNER NON - NEW STRUCTURE ADDRESS 1603 E SH 114 STRUCTURE COORDINATES LAT: 32.645331 LONG: -q-1.126642 ° r DESIGN REVISIONS PREPARED BY APPROVED BY. P. MAR94ALL DESIGNED BY: R. OALLA 44AN DRAWN BY: R. CALLA6HAN PROJECT #: AGNTI15-141 [SHEETN'ME TMIGAL PLUMBING DIAGRAM [SHEETNUIVEER G -IS 3 12/12/Ib UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRE55 I II/6/16 REVISED PER CLIENT REVIEW O 5/16/15 ISSUED FOR CON5TRUCTION NO. DATE REVISIONS PREPARED BY APPROVED BY. P. MAR94ALL DESIGNED BY: R. OALLA 44AN DRAWN BY: R. CALLA6HAN PROJECT #: AGNTI15-141 [SHEETN'ME TMIGAL PLUMBING DIAGRAM [SHEETNUIVEER G -IS GENERAL CONSTRUCTION I. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - CONTRAGTOR: (CONSTRUCTION) OWNER - AT$T 2. ALL 51TE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWIN65 AND ATItT PROJECT SPECIFICATIONS. 3. 6ENERAL CONTRACTOR SHALL VI51T THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFEGTIN6 THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOGUMENTS, FIELD CONDITIONS, DIMENSIONS, AND GONFIRMIN& THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH GON5TRUCTION. ANY DISCREPANCIES SHALL BE BROU6HT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 21. THE 91.1136RADE SHALL BE BROUGHT TO A SMOOTH UNIFORM 6RADE AND COMPACTED TO q5 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC R16HT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL-MI50I6TION. 28. ALL NECE55APY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 2q. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, GATAL065, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE 6ENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF A5 -BUILT REDLINES TO THE 6ENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A GLEAN CONDITION. 65. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A 0161TAL LEVEL. 66. CONTRACTOR SHALL CONFIRM COAX COLOR GODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELIN6 STANDARD" ND -00021 LATEST VERSION. 61. ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LOF AND SHALL NOT EXCEED 6-0". 68. ALL COAXIAL GABLE SHALL BE 5EGURED TO THE DE516NED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OG. bq. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE IN5TALLATIOI AND GROUNDING OF ALL COAXIAL GABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 10. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ATdT STANDARDS. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE GENERAL GABLE AND EQUIPMENT NOTES CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL I55UE ALL APPROPRIATE NOTICES 32. STRUCTURE 15 LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AND COMPLY WITH ALL LAW5, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC ATST TECHNICIANS. 11. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMA5, DIPLEXER5, AND COAX GONFICURATION, AUTHORITY RE6ARDIN6 THE PERFORMANCE OF WORK. MAKE AND MODELS PRIOR TO INSTALLATION. 18. 6ENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE 51TE AND/OR BUILDIN6. Iq. THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE 51TE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL GONTRAGTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND GHAN6E ORDERS ON THE PREMI5E5 AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LE55 THAN 2-A OT 2-AJO-BC AND SHALL BE WITHIN 25 FEET OF TRAVEL D15TANGE TO ALL PORTIONS OF WHERE THE WORK 15 BEING COMPLETED DURING CONSTRUCTION. 50. ALL RF CONNECTIONS, 6ROUNDIN6 HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE 5TARTIN6 FROM THE THREADS TO THE SOLID 51)RFAGE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 55. ALL 8M ANTENNA HARDWARE SHALL BE T16HTENED TO q LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 51. ALL 51ROUNDIN6 HARDWARE SHALL BE T16HTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE 15 NO LONGER LOOSE. 22. ALL EXISTING ACTIVE SEWER, WATER, SAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL 33. NO OUTDOOR STORAGE OR SOLID WA5TE CONTAINERS ARE PROPOSED. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 34. ALL MATERIAL SHALL BE FURN15HED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST DRILLING PIER5 AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAININ6 FOR THE REV15ION ATdT MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNI5HIN6 MATERIALS, EQUIPMENT, APPURTENANCES, COAXIAL GABLE NOTES 55M/6PR5 WIRELE55 SITES" AND "TECHNICAL SPEGIFIGATION FOR FACILITY 6ROUNDIN6". IN CASE OF A ELECTRICAL SAFETY, AND D) TRENCHING b EXCAVATION. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CONFLICT BETWEEN THE CONSTRUCTION 5PEGIFIGATION AND THE DRAWINGS, THE DRAWIN65 SHALL GOVERN. 1. PLANS ARE NOT TO BE 5GALED. THESE PLANS ARE INTENDED TO BE A DIAC-RAMMATIG OUTLINE ONLY UNLESS 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR ALL EXISTING INACTIVE SEWER, WATER, 6A5, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE OTHERN15E NOTED. DIMENSIONS 5HOWN ARE TO FIN15H 5URFAGE5 UNLE55 OTHERWISE NOTED. 5PAGIN6 CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR EXECUTION OF THE WORK, SHALL BE REMOVED, GAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS BETWEEN EQUIPMENT 15 THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT 15 CRITICAL TO FIELD VERIFY N MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENG& THS. IMMEDIATELY. WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, DIMENSIONS, SHOULD THERE BE ANY QUESTIONS RE6ARDIN6 THE CONTRACT DOCUMENTS, THE CONTRACTOR UPDATED ADDRESS 2 AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE EN61NEER PRIOR TO PRO(EEDIN5 WITH 36. CONTRACTOR SHALL REMOVE ALL TRA514 AND DEBRIS FROM THE SITE ON A DAILY BASIS. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, THE WORK. DETAILS ARE INTENDED TO SHOW DE516N INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONTRACTOR SHALL CONFIRM COAX COLOR GODIN6 PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM ISSUED FOR CONSTRUCTION EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND 31. INFORMATION SHOWN ON THESE DRAWINGS WA5 OBTAINED FROM 51TE VISITS AND/OR DRAWINGS PROVIDED CONTRACTOR SHALL MINIMIZE DISTURBANGE TO THE EXISTING 517E DURING CONSTRUCTION. EROSION CONTROL PREPARED BY THE ENGINEER PRIOR TO PROGEEDIN6 WITH WORK. BY THE 51TE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROGEEDIN6 WITH CONSTRUCTION. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN AGGORDANGE WITH MANUFACTURER'S RECOMMENDATIONS UNLE55 SPECIFICALLY STATED OTHERWISE. 38. ALL GABLE INSTALLATIONS TO FOLLOW MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. q. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWIN65, THE CONTRACTOR ANTENNA MOUNTING OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROGEEDIN6. 41. DE516N AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT AN51/TIA-222 OR APPLICABLE LOCAL CODES. 10. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDIN6 OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THI5 CONTRACT. WORK SHALL 42. ALL STEEL MATERIALS SHALL BE 6ALVANIZED AFTER FABRICATION IN ACCORDANCE WITH A5TM A123 "ZING CONFIRM TO ALL 05HA REQUIREMENTS AND THE LOCAL JURI5DIGTION. (HOT -DIP 6ALVANIZED) GOATIN65 ON IRON AND STEEL PRODUCTS", UNLE55 NOTED OTHERWISE. II. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER 43. ALL 5OLT5, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN AGGORDANGE WITH A5TM DISCIPLINES. A153 "ZING-GOATIN6 (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLE55 NOTED OTHERWISE. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENGED WORKMAN IN 44. DAMAGED 6ALVANIZED SURFACES SHALL BE REPAIRED BY GOLD 6ALVANIZIN6 IN ACCORDANCE WITH A5TM ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID A760, PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 45, ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL MANUFACTURER'S RECOMMENDATIONS. JURISDICTION. CONTRACTOR SHALL KEEP AREA GLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND 14. THE SCOPE OF WORK FOR THI5 PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. GROUNDING. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE PRANIN65 PRIOR TO BEGINNING CONSTRUCTION. 41. NOT USED. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANA6ER 48 HOURS PRIOR TO 48. PRIOR TO 5ETTIN6 ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA COMMENCEMENT OF WORK. MOUNT FOR TIGHTNE55 AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% A5 DEFINED BY THE RFD5. ANTENNA DOWNTILT5 SHALL BE WITHIN +/- 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND 0.5% AS DEFINED BY THE RFD5. REFER TO ND -00246. STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE 5ATI5FAGTION OF THE OWNER. TORQUE REQUIREMENTS Il. THE CONTRACTOR SHALL CONTACT UTILITY LOGATIN6 5ERVIGE5 PRIOR TO THE START OF CONSTRUCTION. 4q. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENGH. 18. 6ENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE 51TE AND/OR BUILDIN6. Iq. THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE 51TE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL GONTRAGTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND GHAN6E ORDERS ON THE PREMI5E5 AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LE55 THAN 2-A OT 2-AJO-BC AND SHALL BE WITHIN 25 FEET OF TRAVEL D15TANGE TO ALL PORTIONS OF WHERE THE WORK 15 BEING COMPLETED DURING CONSTRUCTION. 50. ALL RF CONNECTIONS, 6ROUNDIN6 HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE 5TARTIN6 FROM THE THREADS TO THE SOLID 51)RFAGE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 55. ALL 8M ANTENNA HARDWARE SHALL BE T16HTENED TO q LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 51. ALL 51ROUNDIN6 HARDWARE SHALL BE T16HTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE 15 NO LONGER LOOSE. 22. ALL EXISTING ACTIVE SEWER, WATER, SAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL 58 ALL DIN TYPE CONNECTIONS SHALL BE T16HTENED TO 18-22 LB -FT (24.4 - 2q.8 NM). TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR Sq ALL N TYPE CONNECTIONS SHALL BE T16HTENED TO 15-20 LB -IN (I.1 - 23 NM). DRILLING PIER5 AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAININ6 FOR THE WORKING GREW. THI5 SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, G) COAXIAL GABLE NOTES ELECTRICAL SAFETY, AND D) TRENCHING b EXCAVATION. 60. TYPES AND SIZES OF THE ANTENNA GABLE ARE BASED ON ESTIMATED LEN6TH5. PRIOR TO ORDERING GABLE, 23. ALL EXISTING INACTIVE SEWER, WATER, 6A5, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT EXECUTION OF THE WORK, SHALL BE REMOVED, GAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS N MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENG& THS. WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, 12/12/18 UPDATED ADDRESS 2 AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 62. CONTRA(TOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A 19161TAL LEVEL. 24. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, 63. CONTRACTOR SHALL CONFIRM COAX COLOR GODIN6 PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM ISSUED FOR CONSTRUCTION EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. DATE LABELIN6 STANDARD" NO -00021 LATEST VERSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANGE TO THE EXISTING 517E DURING CONSTRUCTION. EROSION CONTROL COAXIAL GABLE NOTES MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 64. TYPES AND SIZES OF THE ANTENNA GABLE ARE BASED ON ESTIMATED LEN6TH5. PRIOR TO ORDERING GABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON GON5TRUGTION LAYOUT AND NOTIFY THE PROJECT 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 12. ALL CONNECTIONS FOR HAN6ER5, SUPPORTS, BRACIN6, ETC. SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 13. CONTRACTOR SHALL REFERENCE THE STRUCTURAL ANALY515/DE516N ORAWIN65 FOR DIRECTIONS ON GABLE 0I5TRIBUTION/ROUTIN5. 14. ALL OUTDOOR RF GONNEGTOR5/GONNEGTION5 SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. NEATHERPROOFIN5 SHALL BE SMOOTH WITHOUT BUGKLIN6. BUTYL BLEEDIN6 15 NOT ALLOWED. 15. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50'F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. G. FOR REGULATED TOWERS, FAA/FGG APPROVED PAINT 15 REQUIRED. D. DO NOT PAINT OVER COLOR GODIN6 OR ON EQUIPMENT MODEL NUMBERS. 16. ALL PROPOSED 6ROUND BAR DOWNLEAD5 ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BA DOWNLEAD5 A MINIMUM DISTANCE OF 4'1 BELOW 6ROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 11. ALL CONNECTIONS FOR HAN6ER5, SUPPORTS, BRAGIN6, ETC. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION d RECOMMENDATIONS. ROW STAND ALONE CONSTRUCTION NOTES 18. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" [.038M]. lq. qO SHORT 5NEEP5 UNDER ANTENNA ARM. ALL GABLES MUST ONLY TRAN51TION ON THE IN51DE OR BOTTOM OF ARMS (NO GABLE ON TOP OF ARMS). 80. USE qO CONNECTOR AT GABLE GONNEGTION TO ANTENNAS. 81. PLACE 61`5 ON ARM WITH SOUTHERN SKY EXPOSURE AT MINIMUM 6' [I.83] FROM TRANSMIT ANTENNA, WHIGH 15 24" [.61M] AWAY FROM CENTER OF POLE. 82. USE 1/2"[.013M] GABLE ON ANTENNAS UNLE55 OTHERWI5E SPECIFIED. 83. FILL VOID AROUND GABLES AT CONDUIT OPENING WITH FOAM SEALANT TO PREVENT WATER INTRUSION. DISCONNECT, METER, AND ANTENNA BOXES MUST BE INSTALLED IN ACCORDANCE WITH CONSTRUCTION STANDARD 103-235, "SUPPLY AND COMMUNICATION EQUIPMENT" SEE ONGOR STANDARD SHEETS 103-106,105-115, AND 103-116 FOR ADDITIONAL REQUIREMENTS. THE DESIGN AND MOUNTING REQUIREMENTS OF ALL ANTENNAS MUST BE APPROVED BY ONGOR ELECTRIC DELIVEN DISTRIBUTION STANDARDS PRIOR TO INSTALLATION. ANTENNAS SHALL BE INSTALLED ON TANGENT POLES ONLY. ANTENNAS SHALL NOT BE INSTALLED ON EQUIPMENT POLES. ALL POLES MUST BE BUCKET TRUCK AGGE551BLE. THE MINIMUM 51ZE OF ALL ANTENNA POLE WILL BE AN51 GLA55 3. Ew"', CE`NW14, FIRM RE615TRATION #: 138G-7 PREPARED FOR at&t PREPARED BY 1pl�m P. MARSHALL & ASSOCIATES r POLYGON NAME IIIL GRAN_RNTX_SOULK [SIRUOTURENU"E3tR 3 -STRUCTURES, HER NIGH - NEW STRUC TURF AIT JI9 FSS III E SH 114 STRUCTURE COORDINATES LAT, 32.g4533I LONG: -g-1.126842° I )PSIGN REVISIONS PREPARED APPROVED BY. P. MARSHALL DESIGNED BY. R. CALLA&HAN DRAWN BY: R. CALLA6HAN PROJECT u: AGNTI15-141 [SHEET NAME GENERAL CONSTRUCTION NOTES [SHIETHI-11 G -I6 3 12/12/18 UPDATED ADDRESS 2 II/16/I5 UPDATED ADDRESS I 11/6/16 REVISED PER CLIENT REVIEW O 5/16/I5 ISSUED FOR CONSTRUCTION NO. DATE REVISIONS PREPARED APPROVED BY. P. MARSHALL DESIGNED BY. R. CALLA&HAN DRAWN BY: R. CALLA6HAN PROJECT u: AGNTI15-141 [SHEET NAME GENERAL CONSTRUCTION NOTES [SHIETHI-11 G -I6 it.., -�- -ok- PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 003 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRESS 1601 EAST STATE HIGHWAY 114 (CENTRAL AVE) STRUCTURE COORDINATES LAT: 32.945331' LONG: -97,126942 DATE REVISIONS PREPARED BY EXISTING PROPOSED APPROVED BY: ANSCO & ASSOCIATES FRONT DESIGNEDBY: RYAN BERGER FRONT PROJECT* 91 00001 551 8 PHOTO SIMULATION #1 SHEETNAME WITHOUT ACORN LIGHT PHOTO SIMULATION p1 [I"IETl""BEI PS - 1 EXISTING LEFT PHOTO SIMULATION WITHOUT ACORN LIGHT PROPOSED LEFT PREPARED FOR at&t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 003 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRESS 1601 EAST STATE HIGHWAY 114 (CENTRAL AVE) STRUCTURE COORDINATES LAT: 32.945331' LONG: -97.126942 DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000015518 SHEET NAME PHOTO SIMULATION p2 [SHEET NUMBER PS - 2 r r w EXISTING FRONT Wft PHOTO SIMULATION #1 SIDE MOUNTED LIGHT PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 003 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRESS 1601 EAST STATE HIGHWAY 114 (CENTRAL AVE) STRUCTURE COORDINATES LAT: 32.945331' LONG: -97,126942 DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000015518 SHEETNAME PHOTO SIMULATION p1 [I"IETl""BEI PS - 1 EXISTING LEFT PHOTO SIMULATION SIDE MOUNTED LIGHT PROPOSED LEFT PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 003 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRESS 1601 EAST STATE HIGHWAY 114 (CENTRAL AVE) STRUCTURE COORDINATES LAT: 32.945331' LONG: -97.126942 DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000015518 SHEETNAME PHOTO SIMULATION p2 [SHEET NUMBER PS - 2 .1w -ft. rw �- PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 003 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRESS 1601 EAST STATE HIGHWAY 114 (CENTRAL AVE) STRUCTURE COORDINATES LAT: 32.945331' LONG: -97.126942 DATE I REVISIONS PREPARED BY EXISTING PROPOSED APPROVED BY: ANSCO & ASSOCIATES FRONT DESIGNEDBY: RYAN BERGER FRONT PROJECT* 91 00001 551 8 PHOTO SIMULATION #1 SHEETNAME TOP MOUNTED ACORN LIGHT PHOTO SIMULATION p1 [I"IETl""BEI PS - 1 EXISTING LEFT PHOTO SIMULATION TOP MOUNTED ACORN LIGHT PROPOSED LEFT PREPARED FOR at&t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 003 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRESS 1601 EAST STATE HIGHWAY 114 (CENTRAL AVE) STRUCTURE COORDINATES LAT: 32.945331' LONG: -97.126942 DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000015518 SHEET NAME PHOTO SIMULATION p2 [SHEET NUMBER PS - 2