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Item 9C - PlansLOCATION MAP DATE ® — E911 ADDRESS: Lewisville AT&T PM 32.925592° P 5°e I Elizabethtown JURISDICTION: Flower Mound Fs�, — 1 Trophy Club E'0'es m C�e1 oRoanoke 1 1.1k, ANSCO CM Ooppell O O • /SI TE© o Keller (Y Grapevine © O DEW ..... International Colleyville ® Airport Watauga O ®North Bedford � Euless =lady Hill.Richland Hills C' ® 0 Hurst O Richland Hills Irving Haltom City wth m m Inas.0 o�v m Grand Prairie Arlington VICINITY MAP W Continental Blvd E C ' E Continental Blvd The Clanton Law Firm Q 0 D Aspire Lending o` e mQ Paragon Plastic Ur Surgery B Medspa C7�✓SI TE m U 3 h D m V US Medical Z; Verdad Real Estate v z SCOPE OF WORK ATTACH AND INSTALL SMALL CELL ANTENNA AND EQUIPMENT TO PROPOSED NEW AT&T BLACK METAL CONEALMENT POLE ON PUBLIC RIGHT—OF—WAY. DEPARTMENT NAME/SIGNATURE DATE STRUCTURE OWNER E911 ADDRESS: SOUTHLAKE, TX 76092 AT&T PM 32.925592° LONGITUDE: AT&T EE JURISDICTION: CITY OF SOUTHLAKE AT&T RF CS STRUCTURE OWNER: ANSCO PM ANSCO CM POLYGON NAME: SOULK STRUCTURE NUMBER: 019 FA LOCATION CODE: 14808310 3012AODFDP PACE ID: MRNTX035090 PREPARED FOR: t&t PROJECT MANAGER: NSCO & SSOCIATES 5250 TRIANGLE PKWY NW SUITE 175 NORCROSS, GA 30092 PROJECT INFORMATION PENDING FINAL 1219 S WHITE CHAPEL BLVD E911 ADDRESS: SOUTHLAKE, TX 76092 LATITUDE: 32.925592° LONGITUDE: -97.156339' JURISDICTION: CITY OF SOUTHLAKE ZONING: CS STRUCTURE OWNER: NCW — NEW APPLICANT: NEW CINGULAR WIRELESS PCS, LLC (DBA AT&T MOBILITY) 1801 VALLEY VIEW LANE FARMERS BRANCH, TX PROJECT MANAGER: ANSCO & ASSOCIATES, LLC 5250 TRIANGLE PKWY NW SUITE 175 NORCROSS, GA 30092 ENGINEER: ANSCO & ASSOCIATES, LLC 5250 TRIANGLE PKWY NW SUITE 175 NORCROSS, GA 30092 RAJ BHATT P.E. 404-508-5700 DRAWING INDEX T-1 TITLE SHEET & PROJECT INFORMATION C-1 OVERALL SITE PLAN C-2 DETAILED SITE PLAN C-3 AERIAL MAP C-4 UTILITY PROFILE C-5 POLE ELEVATIONS & DETAILS C-6 STRUCTURAL DETAILS C-7 PHOTO SIMULATION #1 C-8 PHOTO SIMULATION #2 C-9 GROUNDING DETAILS C-10 SIGNAGE DETAILS C-11 TYPICAL PLUMBING DIAGRAM C-12 EQUIPMENT SPECIFICATIONS C-13 EQUIPMENT SPECIFICATIONS C-14 EQUIPMENT SPECIFICATIONS C-15 EQUIPMENT SPECIFICATIONS C-16 EQUIPMENT SPECIFICATIONS C-17 GENERAL CONSTRUCTION NOTES C-18 TRAFFIC CONTROL DIAGRAM CALL BEFORE YOU DIG TEXAS ONE -CALL 811 hftp://www.txonecall.com/ PREPARED FOR Sq�mmol at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: —97,156339' DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME TITLE SHEET & PROJECT INFORMATION SHEET NUMBER T-1 ANSCO REGISTRATION # 21064 NO KNOWN NETWORK SUPPORT NODES WITHIN 300—FT OF PROPOSED NODE LOCATION N W CONTINENTAL BLVD _-----_ E CONTINENTAL BLVD — — — — — — — — — — — — — — — — --e-------R/M•---------� `\ RSM I 1202 1204 1101 1200 1 % % 120,- \ v / 300 -FT BUFFER SETBAK ,/ / Q i � 1203 11 I 1103 /` co / O PROPOSED NCW-NEW BLACK AL CONCEALMENT POLE / WITH NEW CRAN EQUIPMENT. 100 AMP 120 POWER SERVICE i �\ 100 �\ I 1211 1 BRADDOCK CT \\ / I OVERALL SITE PLAN SCALE: 1" = 100' ANSCO REGISTRATION # 21064 PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: —97.156339' DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME OVERALL SITE PLAN SHEET NUMBER C -i (1103 CONCORD AVE) GRASS 100 RADDOCK CT) EXISTING HOUSE I / / / i / / / / / � I I / FA DETAILED SITE PLAN SCALE: 1 = 30 \ GRASS X. SI GN \ \ :W -NEW f POLE IAN 'OWER S) (1211 S WHITE CHAPEL EXISTING BUILDING 1 UTILITY LEGEND: W WATERLINE G GAS LINE P BURIED POWER TC BURIED TRAFFIC CA TV BURIED CATV T BURIED TELCO/FI BER SS SANI TARY SEWER LIE: SITE PLAN DEVELOPED FROM AERIAL PHOTO. CONTRACTOR TO VERIFY FIELD CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION. ROW INFORMATION SHOWN 1S BASED ON JURISDICTION'S GIS DATA/ EXISTING PLATS. CONTRACTOR MUST RESTORE ALL DISTURBED SURFACES AFFECTED BY CONSTRUCTION TO PRE CONSTRUCTION CONDITIONS. - CONSTRACTOR WILL CALL 811 FOR UNDERGROUND LOCATES PRIOR TO EXCAVATION. ANSCO REGISTRATION # 21064 PREPARED FOR -*qm�wvo' at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339- DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME DETAILED SITE PLAN [I"IETNU"BEI c -z zi AERIAL MAP NOT TO SCALE PRE ABED FOR at&t PREPARED BY fXSSOCIATES SCO & N POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339' DATE I REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME AERIAL MAP SHEET NUMBER C-3 ANSCO REGISTRATION # 21064 626 625 624 623 622 621 626 625 624 623 622 621 IV T PROPOSED UTILITY POLE WITH NCW CRAN EQUIPMENT (NOT TO SCALE) PROPOSED FIBER SERVICE PROPOSED UTILITY POLE WITH NCW CRAN EQUIPMENT (NOT TO SCALE) PROPOSED POWER SERVICE 233' +/- POWER SERVICE ROUTE (BY 0 42" 218' +/- FIBER SERVICE ROUTE 42" UTILITY PROFILE NOT TO SCALE A FIBER_C NDUIT NOTE: ALL DEPTHS AND ELEVATIONS ARE TO BE VERIFIED IN FIELD BY CONTRACTOR. EXISTING ELECTRICAL TRANSFORMER 626 625 624 623 622 621 EXISTING AT&T H.H. 626 625 624 623 622 621 ANSCO REGISTRATION # 21064 PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE AD DRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339- DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME UTILITY PROFILE [I"IETIU"BEI C-4 POLE AND EQUIPMENT SHALL BE BLACK IN COLOR TOP OF ANTENNA PROPOSED CANISTER C) TYPE ANTENNA M TOP OF POLE 1'-9" ro M OPTIONAL ACORN LIGHT MOUNTED AT 24'-0" PROPOSED SIDE MOUNTED RADIO ENCLOSURE W/ RADIOS & PSU'S OPTIONAL ACORN LI( MOUNTED AT 24'-0" oALL ELECTRIC AND FIBER WIRES WILL RUN INSIDE THE CENTER OF THE PROPOSED N METAL POLE AND WILL NOT BE VISIBLE FROM THE OUTSIDE w I 0 w a � - O - U w PROPOSED NEW NCW 0 o BLACK METAL o a CONCEALMENT POLE a: 0 N a a o AT&T CUSTODIAN SIGN AT&T INFORMATION SIGN 0 o AT&T CAUTION SIGN m (SEE DETAILS, SHEET C-10) POLE ELEVATION (FRONT) NOT TO SCALE RADIO FREQUENCY WARNING SIGNS SHALL BE PROVIDED AS PER APPLICABLE STANDARDS, THE RADIO FREQUENCY WARNING SIGNS SHALL INCLUDE INFORMATION REGARDING THE EMERGENCY SHUT OFF LOCATIONS. TOP OF ANTENNA PROPOSED CANISTER TYPE ANTENNA V-9" TOP OF POLE �0191��, TOP VIEW PROPOSED NEW NCW BLACK METAL CONCEALMENT POLE PROPOSED AC KEY NOTES DISCONNECT 0 ERICCSON 4478 (TYP. - 1) (13.4"W x 16.5"H x 7.7"D / 59.9 LBS) PROJECT#: Q ERICCSON 4415 (TYP. - 1) (16.5"W x 13.4"H x 5.9"D / 46 LBS) PROPOSED SIDE MOUNTED SHOWN IN THE DETAILS IS ACCEPTABLE PER STRUCTURAL CALCULATIONS FOR NEW RADIO ENCLOSURE W/ ERRICSON PSU AC 02 (TYP.-1) 12.99"W X 2.68"H X 7.0"D / 11.64 LBS RADIOS & PSU'S ® ERRICSON PSU AC 08 (TYP.-1) 12.99"W X 2.68"H X 7V'D / 11.64 LBS [I"IETIU"BEI O COMMSCOPE SSC-760237600ElX METROCELL, CONCEALMENT ENCLOSURE, MICRO (22"W X 44"H X 40"D / 11OLBS) OVERALL DIMENSIONS: 21"W X 44"H X 21"D OVERALL WEIGHT: 239.18 LBS CRAN ENCLOSURE CONFIGURATION NOT TO SCALE PROPOSED NEW NCW BLACK METAL CONCEALMENT POLE PROPOSED AC ANSCO & ASSOCIATES DISCONNECT NOTE: PROJECT#: PROPOSED 27' COMMSCOPE METAL POLE (SSC-760238433Kx30) WITH EQUIPMENT _PROPOSED AC METER SHOWN IN THE DETAILS IS ACCEPTABLE PER STRUCTURAL CALCULATIONS FOR NEW SHEETNAME UP TO 36' CONCEALMENT POLE DESIGN FOR METROCELL (SSC-7602409792xx36), VARIOUS SITES THROUGHOUT THE STATE OF TEXAS. POLE ELEVATION (LEFT SIDE) NOT TO SCALE GROUND NOTES: - POWER AND FIBER TRANSPORT DELIVERY CABLES WILL BE BURIED TO THE POLE AND ROUTED INTERNALLY WITHIN THE POLE. - CONTRACTOR WILL COORDINATE POWER AND FIBER SERVICE REQUIREMENTS AND INSTALLATIONS WITH UTILITY COMPANIES. - ALL CABLING/JUMPERS/COAX BETWEEN RADIOS, EQUIPMENT AND ANTENNA WILL BE ROUTED INTERNALLY WITHIN THE POLE. - CONCTRACTOR WILL INSTALL #6 GROUND WIRE AND GROUND ROD FOR POWER COMPANY. PREPARED FOR at&t PREPARED BY 0 \.SSOCIATES SCO & p0 POLYGON NAME I SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339' ANSCO REGISTRATION # 21064 DATE j REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME POLE ELEVATIONS & DETAILS [I"IETIU"BEI C-5 /4 T ES O 3' O.C. 'OP. THFN O 18' O.C. f' (8) /4 VERT CALS EQUALLY SPACED SECTION A 26'•x8' -t" RENFORCED CONCRETE PER (4) tk'4Hx30' (MN) THREADED ROD W/ CkVANZEO M. NUTS k 3'0 0 (MN) WASHERS (24' UN EMBED) 0 0 i1G"x1'-3'x1'-3" BASE PLATE PLAN PACK VOO TIGHT BETWEEN BOTTOM OF BASE PATE AND HSSB.6254.1875 TOP OF CCNCRETE PER W/ 1X7"xt'-3'x1'-3' HIGH STRFNG"H NON -SI -RINK BASE PLATE GROUT (28 DAY 8.000 PSI) �.— to I 16"0 BOl T }}-- CIRCLE o n _F�i �•3- _ (4) IN4'0 HOLES - �p - II A f �- -1—�I4- 77 PLAN Oprow LrUTY i► Z CONDUIT RUN A HSS8.6250.1875 *- v (BY OTHERS) II v �_ j BASE PLATE x- \ -4-i1 /4 TES O 3O.C. X TOP. THEN O 18' O.C. Bii'f \\� (WELD WOLF) 26'0 (8) /4 VERTICALS ELEVATION ELEVATION SECIICN B LIGH POLE PIER FOUNDATION DETAIL SCALE , 1 2' ­-0- SCALE: 3/8"w STEEL ----- -- - - - - - - - - - - - - - ------------ 1. ALL STEEL S14ALL BE GALVANIZED PER ASTM A123 k CONFORM '0 THE FOLLOWING MNIUUM SPECS_: PLATE ASTM A36. THREAOED ROD ASTM F1554 CR.36 2. ALL BOTS SHALL BE CALVAN'IEO PER ASTM A153 AND CONFORM TO ASTM A325 U.N.O. ALL BOLTED CONNECTIONS SHALL BE EQUIPPED w1TH AN APPROVED NUT -LOCKING OEYCE. 3. ALL WELDING WORK SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE. ALL WELDING SHALL BE PERFORMED BY CERTIF1ED WELDERS ONLY. WELDING ELECTRODES SK%LL 8E E7OXX. 4. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL, CONFORM 1.0 AISC SPECS AND CODES. LATEST EDITION. 5. AT HIS OWN DISCREnON, THE CONTRACTOR MAY SUBMIT DETAILED. ENGINEERED. COORONATED AND CHECKED SHOP DRAWINGS FOR ALL STRUCTURAL STEEL TO THE ENGNEER OF RECORD TO REVEW FOR COMPLWIICE WITH DESIGN INTENT PRIOR TO THE START OF FABRICATION AND/OR ERECTION. TOWERCOM IS ABSOLVED 0: ALL LIABILITY ASSOCIATFO WITH THE Ml SINT ERPRE TAT ON OF THE CONSTRUCTION DOCUMENTS IF CONTRACTOR CHOOSES NOT To SUBMIT SI -OP DRAWINGS. 6. TORCH-CUT:.NG Or ANY KIND SHALL NOT BE PERV,TTEO. 7. ALL BOLTS SHAT. BE TOeTENED TO A '-SNUG-n04r OOWrCIN AS DEIINED N ASC 13N EDTON, PAGE 162-46, SECTION 8.1. THIL SNUG-TWTENED OaNDfT)CN IS DETINED AS rHE TIGHTNESS THAT 6 ATTANED WTH A FEIN MPACrS OF AN IWACT WRENCH OR THE FULL EFFORT OF AN I1ROW014 ER US*4 AN ORDIWRf SPLA WIRD04 TO BRING THE CONNECTED PJES INTO row CONTACT, 9 fx-2500 P9. FY- 60 (KS), SPECIAL 44SPECTION REQUIRED FOR CONCRETE STRENGTH OVER 2500 PS. NOTE; A .. OMENSONS. SECTIONS AYO DECALS OF THE EXIST NC STRVCTVRE ARE INCLUDED FOR NiORMATION PURPOSED ON;Y. THE CONTRACTOR SH4ALL VEFtFY -A-L RELEVANT INFORMATION PR.OR TO CONSTRUCTION OR FABRICATION. FA8RICA7ION ANO/OR FIT—UP ISSUES ARE SOLE,.Y THE RESPONSIBILITY OF THE : ONTRACTOR TO IDENnFY PRIOR TO THE START OF CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCIES. ERRORS. OR OMISSIONS ON THIS SKET04. `OrFY THE ENWNFFR OF RECORD IUMFCrATTiLY FOR RFSO.UTION. ALL NFW WORK SHALL ACCOMMODATE EXISTING CONOTIONS. ` SSC-7602409792XX36 TEXAS OPTION A JGHTPOLE PIER w ANCHOR BOLT DETAIL COMMSCOPE'D %INFRASTRUCTURE S 8/23/2019 STRUCTURAL DETAILS PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE AD DRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339' DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME STRUCTURAL DETAILS [SHEETNUMBER ANSCO REGISTRATION # 21064 C-6 EXISTING FRONT PROPOSED FRONT EXISTING LEFT PHOTO SIMULATION #1 WITHOUT ACORN LIGHT PROPOSED LEFT ANSCO REGISTRATION # 21064 PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339- DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME PHOTO SIMULATION p1 SHEET NUMBER C-7 EXISTING FRONT 1 PROPOSED FRONT EXISTING LEFT PHOTO SIMULATION WITH ACORN LIGHT PROPOSED LEFT ANSCO REGISTRATION # 21064 PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339- DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME PHOTO SIMULATION p2 SHEET NUMBER c -s POLE BARE #6 SOLID GROUND WIRE IF A SINGLE GROUND ROD DOES NOT HAVE A RESISTANCE TO GROUND OF 25 OHMS OR LESS, IT 5/8" x 8' SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUND ROD GROUND ROD. SEPARATION BETWEEN GROUND 24"-36" RODS MUST BE AT A MINIMUM DISTANCE OF 8'. GROUND ROD DETAILS EQUIPMENT BRACKET POLE - CONDUIT FOR EARTH GROUND TO SMALL CELL BRACKET 5/8" x 8' GROUND ROD BARE #6 SOLID GROUND WIRE 5/8" GROUND ROD CLAMP WITH SHEAR HEAD 5/8" x 8' GROUND ROD CONNECTION TO GROUND ROD ANTENNA A NECT CONDUIT FOR EARTH GROUND TO POWER METER GROUNDING SCHEMATIC GROUNDING DETAILS NOT TO SCALE GROUND LUG COMPRESSION LONG BARREL CONNECTOR GROUND BLOCK BARE #6 SOLID GROUND WIRE (TYP. ) .MULTIPLE GROUND CONNECTIONS LUG :SSION LONG :TOR 5 SOLID i WIRE CONNECTION TO EQUIPMENT BRACKET GROUNDED THROUGH AC CABLE DO NOT GROUND LUG ERICSSON AC GROUNDING ANSCO REGISTRATION # 21064 PREPARED FOR at&t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339- DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME GROUNDING DETAILS [I"IETIU"BEI C-9 09 ACAUTIONA AT&T operates antennas on this structure. BEYOND THIS POINT radia frequency (rf) fields may exceed the fcc occupational limits. FOLLOW SAFETY GUIDELINES FOR WORKING IN AN RF ENVIRONMENT. Contact AT&T at 800-638-2822 and follow its instructions prior to working within TWO (2) feet of AT&Ts antennas. THIS IS AT&T Site 21 CAUTION SIGN The custodian of this station license is AT&T Mobility fccmw@att.com 1-855-699-7073 t ol CUSTODIAN SIGN NOT TO SCALE P. SIGNAGE DETAILS NOT TO SCALE AT&T Mobility operates telecommunications antennas at or near the top of this structure. Obey guidance contained in additional signage near antennas. Contact AT&T Mobility at 800-638-2822 for further information regarding AT&T Mobility's antennas. This is AT&T Mobility site ++ aut 4" INFORMATION SIGN NOT TO SCALE PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: —97.156339' DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME SIGNAGE DETAILS SHEET NUMBER C-10 E/// Micro Dark Fibers to/from Hub TYPICAL PLUMBING DIAGRAM PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW - NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: -97.156339- DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME TYPICAL PLUMBING DIAGRAM SHEET NUMBER C-„ gamma nuAntenna for Advanced Mobile Communication gamma nn AWRIMAM 41ir>arsl ............... .... _........ .............. ............... ............... LL 1. Antenna Spec Sheet Canister 1- 241nch Frequency Range 698-894 1695-2400 3550-3700 5150-5925 Gain (dB) 4 8 6.3 5 HPBW (-) 360 360 360 360 Model No. DOYZ9X360F12 Frequency Range (MHz) 698-806 806-894 1695-1850 1850-1910 1910-2180 2300-2360 3550-3700 5150-5925 Gain dBi 4 4.5 7 7.2 8.2 8.3 6.5 5 Horizontal Pattern: Azimuth Beam width 360 360 360 360 360 360 360 360 Gain OMNI Deviation (dB) 2 2 4.5 5 5 6 7 7 Vertical Pattern: Elevation Beam width V) 62 41 21 20 18 17 31 21 First Upper Side Lobe Suppression (dB) 10 10 12 10 10 10 8 8 Fixed Down Tilt (Factory setting) 0 In -Band Cross Polar Ports Isolation (dB) 20 Inter -Band Ports Isolation (dB) 25 < 1.5 : 1(Typ.)1.7 VSWR < 1.5:1 : 1(Max.) Polarization ± 45 Intermodulation IM3 (dBc) -153 - - Impedance (n) 50 Max. Effective Power per Port Watts 100 100 100 Values based on NGMN-P-BASTA requirements Mechanical Specifications Connector Type & Quantity 4.3-10 x 2 4.3-10 x 4 4.3-10 x 4 4.3-10 x 2 Connector Position Bottom Antenna Dimension (H x D) (inch i 24x014.4 / 610 x 0 365 Weight (Clamp incl.) (lb / kg) 29.7 / 13.5 Wind Load (@100 mph) (N) 316 Max. Wind Speed (Survival Wind Speed) (mph) 150 Lightning Protection Direct Ground Radome (Color) Gray Product Environmental compliance ROHS compliant 2. Antenna Pictures F s° s!s 0 s PREPARED FOR %� / at&t Antenna for Advanced Mobile Communication PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE ADDRE SS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: —97.156339 - I I DATE REVISIONS PREPARED BY GCA W-18 REV.1 3 ® COPYRIGHT -GAMMMU. INC. APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME EQUIPMENT SPECIFICATIONS ANTENNA SPECIFICATIONS [I"IETNU"BEI C-12 ERRICSON PSU AC 02 (TYP,-2) 12.99"W X 2.68"H X 7.0"D / 11.64 LBS PSU AC 02 (Optional) The PSU is required for the AC power input option. The PSU converts RRUS input main power 100 - 250 V AC to 48 V DC and is installed on the back of the RRUS. �D B Figure9 PSUAG02 Table 11 PSU AC 02 Connection Interfaces Position Interface A ounding interface B power interface �DCC C ertacefor future use D power interface RRUS 4415 B25 B25 - TX = 1930 - 1995 MHz - RX = 1850 - 1915 MHz > CPRI 2 ports x 2.5/4.9/9.8/10.1 Gbps. Install 2 SFPs and connect 2 fiber pair to the RRUS 4415 during initial install. > Only use Ericsson supplied and approved SFPs RDH10265/25 Exempt— SFP7 RDH 10265/3 far CPRI 1Akm to 10km Exception'. SFP7 (pair): RDH 102 7011 end RDH 102 7012 far CPRI - I— > 2 external alarm inputs > Max wind load @ 50m/sec = 260N > Breaker size = 25A, DC Power Consumption = 670 W (for dimensioning) > 200mm horizontal separation required for side by side mounting > 200mm separation required from antenna backplane to radio > 400mm vertical outdoor/indoor separation required between 2 radios > 500mm vertical separation below antenna > Min, Max DC cable size from squid to radio = 10,8 AWG - Adapter is required for 2 -wire connection - Shielded DC cable is required > Ground cable size = 2AWG > Dimensions (incl. handles, feet and sunshield, w/o fan unit) - Height:16.5' (420 mm) - Width: 13.4" (342 mm) - Depth: 5.9" (149 mm) > Weight, excl. mounting hardware = 46 lbs (21 kg) RRUS 32 Datasheet for Turl Vendors I Commercial In confidence I R , A 1 201601.21 1 Page t RRUS 4415 B25 �0NN��T10N I N T E R F A ES PSU SPECIFICATIONS i CPRI, RET/AISG port, and ALD port caps have lanyards attached to the radio. DC and RF ports have protective caps to be removed when DC, RF connected to radio. RRUS 32 Datasneel for Tud Vendors ICommerclel In confidence I RevA 1 2016-01.21 1 Page 3 ERRICSON PSU AC 08 (TYP.-2) 12.99"W X 2.68"H X 7.0"D / 11.64 LBS rgure o fav AL, Tabfe 4 Connectlon Interfaces for PSU AC 08 Position Interface A Output power interface B Input power interface C Grounding interface RRUS 4478 B5 The PSU AC 08 comeds AC power to —46 V DC power. Figure 4 shows the Mock diagram of Me PSU AC 08. Table 6lists details for the axtemal interfaces of PSU AC 08. Tables PSU AC 081nferfaces �avocl�rswpr Marking Description Location ^. AC in Front Ito -49 y DC Out Front 4) Grounding Interface Right-hand side Txrm,ibra 35 - TX = 869 - 894 MHz - RX=824-849 MHz > CPRI 2 ports x 2.5/4.9/9.8/10.1 Gbps. Install 1 SFP and connect 1 fiber pair to the RRUS 4478 during initial install. > Only use Ericsson supplied and approved SFPs RDH10265125 > 2 external alarm inputs > Max wind load @ 50m/sec = 260N > Breaker size = 25A, DC Power Consumption = 805W (for dimensioning) > 200mm horizontal separation required for side by side mounting > 200mm separation required from antenna backplane to radio > 400mm vertical outdoor/indoor separation required between 2 radios > 500mm vertical separation below antenna >. Min, Max DC cable size from squid to radio = 10,8 AWG - Adapter is required for 2 -wire connection - Shielded DC cable is required > Ground cable size = 2AWG > Dimensions (incl. handles, feet and sunshield, w/o fan unit) - Height: 16.5" (420 mm) - Width: 13.4" (340 mm) - Depth: 7.7' (196 mm) > Weight, excl. mounting hardware = 59.9 lbs (27.2 kg) RRUS 4478 B5 �01`JI`Jr�T10N INTrERFA�ES i �avocl�rswpr POwax Alt e Bit 6,ean.l as"awe a,n I,aweea4 �,awol Ito J o,eoeml.l o-, &2 i CPRI, RET/AISG port, and ALD port caps have lanyards attached to the radio. DC and RF ports have protective caps to be removed when DC, RF connected to radio. RRUS32Datas6eetfor Tud Vandore I Commemialinconfidence I RevA 12016-01-21 1 Page3 RADIO SPECIFICATIONS PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOU LK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE ADDRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592° LONG: —97,156339' DESIGN REVISIONS GATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME EQUIPMENT SPECIFICATIONS [SHEETNU"BER C-13 �avocl�rswpr POwax awa"dre � 6,ean.l as"awe a,n I,aweea4 �,awol Ito J ZD =—R— ALD Tx—A A% I'll Txrm,ibra B14 CPRI, RET/AISG port, and ALD port caps have lanyards attached to the radio. DC and RF ports have protective caps to be removed when DC, RF connected to radio. RRUS32Datas6eetfor Tud Vandore I Commemialinconfidence I RevA 12016-01-21 1 Page3 RADIO SPECIFICATIONS PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOU LK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE ADDRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592° LONG: —97,156339' DESIGN REVISIONS GATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME EQUIPMENT SPECIFICATIONS [SHEETNU"BER C-13 n C B A 4 1 3 ADDITIONAL HEIGHT THAT 12.0—MIGHT BE REQUIRED FOR FOUNDATION AND/OR BREAK -AWAY OPTION 3010„ GALTRONICS OR AMPHENOL 151N DIA 30'0" ANTENNA IrANTENNA (PROVIDED BY OTHERS) ANTENNA ACCESS PORT HOLE (INTERNAL J -HOOK PRESENT 271011 FOR CABLE SUPPORT OPTIONS) \—OPTIONAL LUMINAIRE ARM 24'0" 0 AND LEDCOBRA HEAD (ATTACHMENT PRESENT BOTH SIDES,COVER PLATES PROVIDED WHEN NOT USED) 21 44 M 15'0" 20 —1-v — 0 8 5/8" (3) 1 1/4" NPT CONDUIT ACCESS PORTS FOR 78 LOAD CENTER/METER/DISCONNECT OPTIONS (ACCESS PORTS 60 ON OPPOSIDE SIDE OF POLE) 42 AA r,_ &-ii s and :F :: al CommS_cFe Fe. cni •r .,• - - sFccili pulmm cul oa m in "6.4, bf lamms-4c r - 1L. PMENSOW ARE k IWKS J.O.S. -01micts u%LM M ROSE sKona A= 1 .12 AN :5 12' All= 1 .06 FRA', -.OILS 11/32 .UX= 1 .031 REMW BUI RS art; B11N ECCFS .005 00 NOT SCALE THIS PRINT 4 INPUT ACCESS PORT (GROUND BAR LOCATED BEHIND PORT) 12- 0— 41JF .I • NTS A 3 2 1 Z MTM100528-xx METROCELL, ANTENNA MOUNT 1 SIN DIA, 1 FT TALL 860641110-x27 METROCELL, MOUNTING POLE BIN DIA, 27FT TALL SSC -760237600 METROCELL, CONCEALMENT ENCLOSURE, MICRO RF CABLE ROUTING PORT HOLE CABLE ENTRY PORT HOLE 4X01.38 ONO 16.0 BICo i U t 11v a 15.0 SQ — --I SECTION A -A SCALE 1 :24 COLOR OPTIONS ("x" IN PART NUMBERI "0"GALV POLE/LIGHT GREY COMPONENTS "I" RAL 7035 LIGHT GREY "2" GREEN (RAL 6005) "3" BLACK "4" BROWN (RAL 8014) SSC-760238433Kx30 METRO CELL, RE SOLN, MICRO COMMSCOPE & 2 POLE SPECIFICATIONS no C 8 A Micro Radio Concealment Enclosure SSC -760237600 Pole -mounted enclosure for radio and equipment concealment and protection Introduction This document describes the CommScope Micro Radio Concealment Enclosure solution. The equipment concealment enclosure is specifically intended to househigh power remote radio heads as a pole attachment. Enables attractive concealment and securing of all site equipment on standard street lighting or pole structures Accepts up to two high-power remote radio heads Application The radio concealment enclosure is intended to be used with 40 -watt remote radio heads on standard street lighting and wood pole structures where low - visual impact is desired. Highly -flexible configuration can house diplexers, AC load center, and/or fiber distribution Mounts to tapered, non tapered, and wood poles with included universal pole mounting kit Convection cooled per GR -487 requirements • Tamper resistant and padlockable System dimensioning and configuration Height / width / depth / volume 44 in. (1117 mm) / 21 in. (533 mm) / 20 in. (508 mm) 10.7 cu ft. System weight 110 lbs. (50 kg) with no radio equipment installed. Approximately 300 lbs (136 kg) fully loaded Min./ max. acceptable polediameter 2.5 in. to 8.5 in. diameter by clamping (larger diameter poles by steel banding) (With included mounting kit) Up to 12 in. diameterwood pole with included 5/8 in_ threaded rod forthrough bolting UV -resistant powder coat, standard finish color is RAL 7035 light gray Finish Additional colors available Power/fiber input conduit Back: Two 1 in. trade size knockouts. Bottom: Two 1-1/4 in. trade size knockouts SSC-760237600E1x (2) RRU11/RRU32/2212/4415/4426/4478 & (2) PSU AC 02/08 units SSC-760237600E3x (1) 8843/4449 Dual Band RRU & (2) PSU AC 08 units SSC-76023760ON1x (2) Nokia B66A/625A 4x45W & (2) DC rectifiers Radio compatibility SSC-760237600N3x (2) Nokia Airscale dual band radios (160W or 320W) & DC rectifiers - (2) Delta 1kW, (1) Delta 1.0kW or (2) FPAE) (Note: (2) Airscale micro radios can be mounted in place of (1) dual band RRU) Note: "x" denotes color. "1" for Light Grey, "2" for Green, "3" for Black, "4" for Brown RADIO ENCLOSURE SPECIFICATIONS 20 commscope-corn PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE ADDRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG : —97.156339 - DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEETNAME EQUIPMENT SPECIFICATIONS [I"IETIU"BEI C-14 I 17 2,119 MIL .' 1T', 1 M4 W. -U. U5934-XL-BLG Vibank - U593•1-XL-BLG 4 Terminal Ringless Small Closing Plate 7-8 In Barrel Lock Ground With Bracket Provision SPECIFICATIONS Brand Name Milbank Type Ringless Meter Socket Application Meter Socket Standard UL Listed;Type 3R Voltage Rating 600 Volts Alternating Current Amperage Rating 100 Continuous Ampere Phase 1 Phase Frequency Rating 60 Hertz Size 3.61Lx 8W x11.5H Number of Main 0 Breakers Main Breaker Size No Main Breaker Cable Entry Overhead or Underground Terminal Single Mechanical htlps.! *ww rndbenk~ks.cofrYtlroductVcatalo ((934-XL-BLG T 17.2018 Milbank - US934-XL-BLG Insulation Glass Polyester Mounting Surface Mount Material G90 Galvanized Steel with Powder Coat Finish Number of Jaws 4 Terminal Bypass Provision No Bypass Number of Meter 1 Position Positions Equipment Ground Ground Bar Hub/Closing Plate Small Closing Plate Line Side Wire Range 12 - 1/0 AWG Load Side Wire Range 12 - 1/0 AWG Number of 0 Receptacles Height 11.51N Length 3.61 IN Width 8 I N Please consult serving utility for their requirements prior to ordering or installing, as specifications and approvals vary by utility, and may require local electrical inspector approval. All installations must be installed by a licensed electrician and must comply with all national and local codes, laws and regulations. Milbank reserves the right to make changes in specifications and features shown without notice or obligation, 1,3 httpsNwNw.mdbankworkscorTVproductslcatalog'US934-XL-BLG POWER METER SPECIFICATIONS 2'3 PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE ADDRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: —97.156339 - DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME EQUIPMENT SPECIFICATIONS [SHEETNUMBER C-15 NEXT GENERATION DEPLOYMENTS Small Cell Power Distribution Small Cell networks require flex-ve AC power solutions that are reliable and safe. Transtectors new line of field tested. small cell power distribution cabinets provide full functionality for quick site set up. integrated power feeds, as well as surge protection all within a Compact 8" wide footprint FEATURES • Compact footpnnt for quick Reed installation wr* • UL listed to meet local electrical codes • Integrated power feed and surge protection • NEMA 3R Enclosure • Con6gutrable options • Indoor and outdoor rnstattabonsrapphcations • Flexibility for pale, wall and H•frame mounting SPECIFICATIONS ,amu sG4AM06-5151 M�Y�� re ap"" LartNumDer SC-YMPFS,ABC---------- Breaker Cenfgrrason 60A UaBx W to 5 Breaken loxton W&W (Outdoor Application Stmt C44 DAS Sarvico 01116" 120 Vac Soo Phase Shon Circuit Crrrorrt Ramp t0 km Phase Sn�e Surge Pm%clim Dente iSP01 Transleclor 12R SA 120.50M sage P!1ltetw TeOY :Ogr MOV wit+ SUbrs InOObr, Vqual s 4 Dry CarWs Mafera 16 G" SMd Fnam Po 6v Coir Mout Strdards - orrwi scan (M x W a 0) Poe or wag MWO NEIUI 3R. UL 1449 4111 Edition, UL 61 t2'xtrs4• Itra — — — SMALL CELL POWER DISTRIBUTION 0 Configurable Breakers Q Ground Bar © Neutral Bar Q Modular 12R SA 120-50h1 Surge Protection Q Busbar Cover 0 DIN Rad O Pole or Wall Mount Brackets 0 blain Circuit Breaker Q Padlockable EXAMPLE CONFIGURATION SC•MMOB•5152 SC -6111!08-5 5' 2 1 Branch 8raakorCon,nabons available upw request is l2Vtyf1alfla►9SA 41 (40)1A $1 isab)10A 1 surge Pro e<bon ra':uecv 12R SA 120 -MM ORDERING INFORMATION Custom configurations are available for each of our Small Cell cabinets Contact our silos team with your project rsquirkcr at • 1 208 772 8515 to obtain a quote and competAive lead time TRANSTECTOR DISCONNECT SPECS PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE AD DRESS 1219 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: —97.156339 - DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT#: 91000017263 SHEET NAME EQUIPMENT SPECIFICATIONS [SHEETNUMBER C-16 PREPARED FOR GENERAL CONSTRUCTION 67. ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED C-0". 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE GENERAL CONTRACTOR - SITE AND DISPOSED Of IN A LAWFUL MANNER.68. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT CONTRACTOR: (CONSTRUCTION) DISTANCES NOT TO EXCEED 4'-0" OC. at&t OWNER - AT&T 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS \ / SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO 69. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. PAYMENT. GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON 70. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. PREPARED By FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. GENERAL CABLE AND EQUIPMENT NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. N SCO & AA 32. STRUCTURE IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T 71 CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, TECHNICIANS. AND MODELS PRIOR TO INSTALLATION. REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ASSOCIATES ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED, 72. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S PERFORMANCE OF WORK. RECOMMENDATIONS. 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS "TECHNICAL 73. CONTRACTOR SHALL REFERENCE THE STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE POLYGON NAME r AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. SITES" AND SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE DISTRIBUTION /ROUTING. CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. I SOULK 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR 74. IN ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING STRUCTURE NUMBER CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM r 01 9� 7. PLANS ARE NOT TO SCALED. THESE PLANS ARE INTENDED TO BEA DIAGRAMMATIC OUTLINE ONLY UNLESS IMMEDIATELY. ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. I OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. STRUCTURE OWNER SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE 75. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 37. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE A. TEMPERATURE SHALL BE ABOVE 50°F. NCW - NEW DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PROCEEDING WITH CONSTRUCTION. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED, PRIOR TO PROCEEDING WITH WORK. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 38. ALL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 76. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR STRUCTURE ADDRESS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. ANTENNA MOUNTING DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR, TERMINATIONS MAY BE EXOTHERMIC OR 1219 S WHITE COMPRESSION. CHAPEL BLVD 9, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALLSOUTHLAKE, 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE TX 76092 PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. LOCAL CODES. 77 ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S STRUCTURE COORDINATES SPECIFICATION & RECOMMENDATIONS. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC LAT: 32.925592' OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. ROW STAND ALONE CONSTRUCTION NOTES ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 78. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" [.038M]. LONG: -97.156339' 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 79. 90 SHORT SWEEPS UNDER ANTENNA ARM. ALL CABLES MUST ONLY TRANSITION ON THE INSIDE OR BOTTOM OF DESIGN REVISIONS 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE ARMS (NO CABLE ON TOP OF ARMS). WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS 44 DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. INDICATED ON THE DRAWINGS. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO 80. USE 90 CONNECTOR AT CABLE CONNECTION TO ANTENNAS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. MANUFACTURER'S RECOMMENDATIONS. 81. PLACE GPS ON ARM WITH SOUTHERN SKY EXPOSURE AT MINIMUM 6' [1.83] FROM TRANSMIT ANTENNA, WHICH IS CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. " 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 24 [ ] AWAY FROM CENTER OF POLE. 61M 14. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR 47. NOT USED. 82. USE 1/2" [.013M] CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED. TO BEGINNING CONSTRUCTION, 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA 83. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO PREVENT WATER INTRUSION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB, ANTENNA AZIMUTHS SHALL BE SET FROM TRUE COMMENCEMENT OF WORK. NORTH AND BE ORIENTED WITHIN +/- 57 AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- DISCONNECT, METER, AND ANTENNA BOXES MUST BE INSTALLED IN ACCORDANCE WITH CONSTRUCTION STANDARD 0.5% AS DEFINED BY THE RFDS. REFER TO ND -00246. 103-235, "SUPPLY AND COMMUNICATION EQUIPMENT" 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. TORQUE REQUIREMENTS SEE ONCOR STANDARD SHEETS 103-106, 103-115, AND 103-116 FOR ADDITIONAL REQUIREMENTS. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 49. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. THE DESIGN AND MOUNTING REQUIREMENTS OF ALL ANTENNAS MUST BE APPROVED BY ONCOR ELECTRIC DELIVERY - DISTRIBUTION STANDARDS PRIOR TO INSTALLATION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE 50. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED SITE AND/OR BUILDING, IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. ANTENNAS SHALL BE INSTALLED ON TANGENT POLES ONLY. ANTENNAS SHALL NOT BE INSTALLED ON EQUIPMENT POLES. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. ALL POLES MUST BE BUCKET TRUCK ACCESSIBLE. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. CONSTRUCTION UNTIL JOB COMPLETION. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. THE MINIMUM SIZE OF ALL ANTENNA POLE WILL BE ANSI CLASS 3. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING IS BEING COMPLETED DURING CONSTRUCTION. HARDWARE IS NO LONGER LOOSE. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 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 DRILLING PIERS 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) COAXIAL CABLE NOTES TRENCHING & EXCAVATION. 60. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND DATE REVISIONS SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 62. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. PREPARED BY 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT 63. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM APPROVED BY: ANSCO & ASSOCIATES OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. LABELING STANDARD" ND -00027 LATEST VERSION. oESIGNEDBYRYAN BERGER : PROJECT #: 91000017263 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL COAXIAL CABLE 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 CABLE ARE BASED ON ESTIMATED LENGTHS, PRIOR TO ORDERING CABLE, SHEET NAME CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. GENERAL CONSTRUCTION NOTES SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT, 65. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD NUMBER PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN 66. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL LABELING STANDARD" ND -00027 LATEST VERSION. ANSCO REGISTRATION # 21064 �BHEET C-77 PRE -APPROVED BY THE LOCAL JURISDICTION. NOTE: NO LANE CLOSURE REQUIRED. WORK DONE IN PUBLIC ROW. Table 611-3. Suggested Advance Warning Sign Spacing Road Class'dication Pasted Speed (MPH) Sign Spacing "X° (Feet) Conven0onal Highway 25 100 30 120 35 160 40 240 45 320 50 400 55• 500 60' 600 700 70' 600 r765 75• 900 1. 1000 E.pre mrySee Frteway NI Speeds Typical Appllu0ans ^ Distance between signs should be increased 1. have 16001eet.duan. warring. (See S.—n 6C.04.07) " Distance between sig sh..Id be increased I. have 12 mile.,—ad......ming IS.. Section 60.04.05) MEN WORKING UTILITY WORK AHEAD NOTE: SIGNS PLACED 120' BEFORE WORK AREA ALONG BOTH DIRECTIONS OF TRAVEL ON S WHITE CHAPEL BLVD 3 C) Zi / / /MO / 44 / Q / 3 / /00 / / / / / / / / / / / / / / TRAFFIC CONTROL DIAGRAM NOT TO SCALE 11203 A 5 WHITE PEL BLVD) EXISTING BUILDING i 1211 5 WHITE HAPEL BLVD) EXISTING BUILDING PREPARED FOR -%qw�mpo' at&t PREPARED BY SCO & N \.SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 019 STRUCTURE OWNER NCW — NEW STRUCTURE AD DRESS 1219 S WHITE CHAPELBLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.925592' LONG: —97.156339- -DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNEDBY: RYAN BERGER PROJECT a: 91000017263 SHEET NAME TRAFFIC CONTROL DIAGRAM SHEET NUMBER ANSCO REGISTRATION # 21064 C-78