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Item 9B - PlansLOCATION MAP NAME/SIGNATURE DATE uuyu U O -:•-. Rhome ® C-1 Lewisville AT&T EE Flower Mound Bnar Roanoke ignes Spnnglown "� C ANSCO CM Keller F E Azle S I TE la' C Zet Saginaw 0 North Euless Richland Hills Irving Lake Worth® Hahom City m Bedard Willow Park SelWhite tlemem FOR WORK 0 � Arlington Grand Prairie Q � Annetta IV zer Alecto Annetta South Benbrook ® v Forest Hill Dun. 12 c Crowley Cedar Hill Winscoll Mansfield Burleson Cresson CV�"r ter Bnaroaks ao ar In Midlothian Joshua V Cndlev VICINITY MAP The Cookie f 19 OF L—re or Lorraine Ct rrol/Ave - S Carroll Ave i ©Old Union Elementary School SI TE d 0 o QSDuthlake Equity Group D Pfy m 0 E Continental Blvd E Continental Blvd a' Southlake Classic Pet Retreat Monigomcry Ln m V G o£ y P PI wahhem Ln Structures & Interiors 0 SI SCOPE OF WORK INSTALL NEW NCW BLACK METAL CONCEALMENT POLE, INSTALL NCW CRAN EQUIPMENT ON UTILITY POLE. DEPARTMENT NAME/SIGNATURE DATE STRUCTURE OWNER AT&T PM AT&T EE AT&T RF ANSCO PM ANSCO CM POLYGON NAME: SOULK STRUCTURE NUMBER: 017 FA LOCATION CODE: 14808143 3O12AODFXA PACE ID: MRNTX035078 PREPARED FOR: 40000 :%qm�mwol at &t PROJECT MANAGER: 4 i\mSSOCIATES SCO Sc 5250 TRIANGLE PKWY NW SUITE 175 NORCROSS, GA 30092 PROJECT INFORMATION PENDING FINAL 1094 S CARROLL AVE E911 ADDRESS: SOUTHLAKE, TX 76092 LATITUDE: 32.927314' LONGITUDE: —97,128757' JURISDICTION: CITY OF SOUTHLAKE ZONING: N/A PROPERTY OWNER: CITY OF SOUTHLAKE RIGHT OF WAY STRUCTURE OWNER: AT&T MOBILITY APPLICANT: NEW CINGULAR WIRELESS PCS, LLC (DBA AT&T 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 UTILITY PROFILE C-4 POLE ELEVATION C-5 PHOTO SIMULATION #1 C-6 PHOTO SIMULATION #2 C-7 POLE SPECIFICATIONS C-8 EQUIPMENT SPECIFICATIONS C-9 RF SCHEMATIC & RRU SPECS C-10 EQUIPMENT SPECIFICATIONS C-11 EQUIPMENT SPECIFICATIONS C-12 SIGNAGE DETAILS C-13 FOUNDATION SPECS C-14 GROUNDING DETAILS C-15 GENERAL CONSTRUCTION NOTES C-16 TRAFFIC CONTROL PLAN C-17 AERIAL MAP CAHTIO FOREIGN UTILITY LOCATIONS ARE APPROXIMATE. CONTACT THE LOCAL ONE CALL AGENCY 48 HOURS PRIOR TO CONSTRUCTION FOR EXACT UTILITY LOCATION AT: M CALL BEFORE YOU DIG TEXAS ONE -CALL B11 http://www.txonecall.com/ CONSTRUCTION SHALL NOTIFY THE JURISDICTION'S DEPARTMENT OF PUBLIC WORKS AND ENGINEERING, OFFICE OF THE CITY ENGINEER, 48 HOURS BEFORE STARTING WORK IN THIS PROJECT, PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 01 7� S I RUC i URE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LATS 32,927314° LONG: —97.128757' DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT #: 91000019901 SHEET NAME TITLE SHEET & PROJECT INFORMATION SHEET NUMBER T-1 BLDG 1205 GRASS & TREES EXIST. BLDG 1215 CHARDONNAY CT GRASS & TREES EXIST. f D/W BLDG, 1216 GRASS & \ TREES GRASS & TREES I I � I PROPOSED NEw J BLmx META. 1 amALMENT 1 POLE SITH CRAM 1 EOJPKNT, 100° AMp/120 POOR al \ SERVa. I ' EXIST, BLDG. EBLLDG L1214 1401 I I I I I 0/W GRASS & TREES % � I \ EbST, BLDG EXIST. /' I -,,1400 BLDG. \ 1402 I `\ CHAROONNAY CT \\ / \\ sji, \` GRASS & 11 TREES 1 II N f II I ---------_-----_ -�—I E CONTINENTAL BLVD ®� / 7 OVERALL SITE PLAN SCALE: 1"-100' j I I 1 / / PARKING LOT D/W EXIST, BLDG. 1403 GRASS & TREES 1 / / EXIST, BLDG J I 1121 I I GRASS & TREES \ D/W --- 5-�--- ,�, I )=o E CONTINENTAL BLVD 300' BUFFER LINE NO KNOWN NETWORK SUPPORT NODES WITHIN 300 -FT OF PROPOSED NODE LOCATION N ANSCO REGISTRATION # 21064 PREPARED FOR 1t&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMB ER 01 7 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32,927314° LONG: -97.128757` DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT #: 91000015501 SHEET NAME OVERALL SITE PLAN SHEET NUMBER C-1 E TAS \ / INN�NNCCT� /\ O SERVIjj CENPOME �eoc FOR ADDITIONAL INFORMATION REFER VA / TO ENLARGED PLAN VIEW ON THIS SHEET PROPOSED BURIED \ FIBER HH PLACED BY AT&T WIRELINE �I TO 1 I � BOC I \ PROPOSED 10' +/- FIBER ROUTE TO 10 "' PROP. HH BY AT&T WIRELINE I I PROPOSED 375' +/- I PROPOSED ROUTE TO I .D ' EXIG FIBERURIEOHH I POWERIPOLE I 0 I PLAC AT&TED BY I V WIRELINE INSET NOT TO SCALE O X , EXISTING POWER POLE 100' R/W (APPROX.) —_—_—_ - - OHP n E CONTINENTAL BLVD ONE-WAY TRAFFIC FLOW _c:1 DETAILED SITE PLAN SCALE: 1"-50' (I STING Np POWERIPOLE )WER POLE D/W 80' R/W (APPROX.) ------ - ------ S/W TWO-WAY TRAFFIC FLOW E CONTINENTAL BLVD (20 MPH) I mnTF - SITE PLAN DEVELOPED FROM AERIAL PHOTO. CONTRACTOR TO VERIFY FIELD CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION. - ROW INFORMATION SHOWN IS BASED ON JURISDICTION'S GIS DATA. - CONTRACTOR MUST RESTORE ALL DISTURBED SURFACES AFFECTED BY CONSTRUCTION TO PRE CONSTRUCTION CONDITIONS. - CONTRACTOR WILL CALL 811 FOR UNDERGROUND LOCATES PRIOR TO EXCAVATION. UTI LI TY LEGEND: W WATERLINE G �x P BURIED POWER TC BURIED TRAFFIC CA TV BURIED CATV T BURIED TELCO/FIBER r ,O PROPOSED �0 NEW METALOW POLEEWITHNT II IT EOUPMEN �I TO 1 I � BOC I \ PROPOSED 10' +/- FIBER ROUTE TO 10 "' PROP. HH BY AT&T WIRELINE I I PROPOSED 375' +/- I PROPOSED ROUTE TO I .D ' EXIG FIBERURIEOHH I POWERIPOLE I 0 I PLAC AT&TED BY I V WIRELINE INSET NOT TO SCALE O X , EXISTING POWER POLE 100' R/W (APPROX.) —_—_—_ - - OHP n E CONTINENTAL BLVD ONE-WAY TRAFFIC FLOW _c:1 DETAILED SITE PLAN SCALE: 1"-50' (I STING Np POWERIPOLE )WER POLE D/W 80' R/W (APPROX.) ------ - ------ S/W TWO-WAY TRAFFIC FLOW E CONTINENTAL BLVD (20 MPH) I mnTF - SITE PLAN DEVELOPED FROM AERIAL PHOTO. CONTRACTOR TO VERIFY FIELD CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION. - ROW INFORMATION SHOWN IS BASED ON JURISDICTION'S GIS DATA. - CONTRACTOR MUST RESTORE ALL DISTURBED SURFACES AFFECTED BY CONSTRUCTION TO PRE CONSTRUCTION CONDITIONS. - CONTRACTOR WILL CALL 811 FOR UNDERGROUND LOCATES PRIOR TO EXCAVATION. UTI LI TY LEGEND: W WATERLINE G GAS LINE P BURIED POWER TC BURIED TRAFFIC CA TV BURIED CATV T BURIED TELCO/FIBER ANSCO REGISTRATION # 21064 PREPARED FOR at&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMB ER 01 7 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT. 32.927314° LONG: -97.128757' DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT #: 91000015501 SHEET NAME DETAILED SITE PLAN SHEET NUMBER C-2 619 618 617 616 615 614 613 612 I= 618 617 616 615 614 613 612 NEW STANDALONE 35FT (HEIGHT) METROCELL OWNERSHIP BY AT&T (NOT TO SCALE) 10' +/- FIBER SERVICE ROUTE (BY PROPOSED POWER SERVICE T T T PROPOSED 90' BEND PROPOSED UTILITY POLE WITH NCW CRAN EQUIPMENT (NOT TO SCALE) PROPOSED FIBER SERVICE PROPOSED 90' BEND 36" 375' +/- POWER SERVICE ROUTE (BY OTHERS) 36" UTILITY PROFILE NOT TO SCALE EXISTING HANDHOLE 619 618 617 616 615 614 613 612 EXISTING POWER POLE 621 620 619 618 617 616 615 614 NOTE: ELEVATION INFORMATION IS UNAVAILABLE. ALL DEPTHS AND ELEVATIONS ARE TO BE VERIFIED IN FIELD BY CONTRACTOR. UTI LI TY LEGEND: W- WATERLINE G - GAS LINE P - BURIED POWER TC- BURIED TRAFFIC CA TV- BURIED CATV T - BURIED TELCO/FIBER ANSCO REGISTRATION # 21064 PREPARED FOR 1t&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURENUMBER 017 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT. 32.927314' LONG: -97.128757' DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT #: 91000019901 SHEET NAME UTILITY PROFILE SHEET NUMBER C-3 POLE ELEVATION (FRONT) POLE ELEVATION (LEFT) NOT TO SCALE NOT TO SCALE PREPARED FOR NOTE: RADIO FREQUENCY WARNING SIGNS SHALL BE PROVIDED AF PER APPLICABLE STANDARDS. a `& THE RADIO FREQUENCY WARNING SIGNS SHALL ANNISTER INCLUDE INFORMATION REGARDING THE EMERGENCY NA SHUT OFF LOCATIONS. RRICSON MTED MENT AREA NOTE: PROPOSED 30'-0' COMMSCOPE METAL METRO CELL 12 IN INTEGRATED POLE 35 FT MAX WITH EQUIPMENT SHOWN IN THE DETAILS IS ACCEPTABLE PER " STRUCTURAL FOUNDATION CALCULATIONS FOR NEW 35'-0" 5G LIGHT -POLE WITH 12"OBASE DESIGN FOR METROCELL (SSC -760239237) VARIOUS SITES THROUGHOUT DALLAS MARKET AND THE STATE OF TEXAS. EW NCW BLACK METAL T POLE JUMPERS FROM TENNA, ROUTED �ROUGH POLE )ERRICSON MOUNTED IENT AREA IAN SIGN ATION SIGN V SIGN ,SHEET C-12) • PROPOSED PWR TPLX FEED SHALL BE DELIVERED BURIED TO THE POLE • PROPOSED AT&T FIBER FEED SHALL BE DELIVERED BURIED TO THE POLE KEY NOTES: O DISCONNECT WITH OVERCURRENT PROTECTION O 1-1/2" UV RESISTANT SCH. 80 PVC CONDUIT FOR AC POWER SERVICE TO POWER METER, O 1-1/2" UV RESISTANT SCH, 80 PVC CONDUIT FROM POWER METER EQUIPMENT. ® 3/4" NON-METALLIC FLEX CONDUIT FOR AC SERVICE FROM DISCONNECT TO RRU's (TYP,), ANSCO REGISTRATION # 21064 PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMB ER 01 7 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT. 32.927314° LONG: -97.128757- DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT #: 91000019901 SHEET NAME POLE ELEVATION SHEET NUMBER C -a EXISTING PHOTO SIMULATION LEFT PROPOSED ANSCO REGISTRATION # 21064 PREPARED FOR at&t PREPARED BY AANSCO & SSOCIATES POLYGON NAME SOULK rSTRUCTURENUMBER 017 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT. 32.927314° LONG: -97.128757° DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT u: 91000019901 SHEET NAME PHOTO SIMULATION #1 SHEET NUMBER C-5 f r EXISTING PHOTO SIMULATION #2 PROPOSED FRONT PREPARED FOR ig � at&t PREPARED BY NSCO Sso!ES POLYGON NAME SOULK rSTRUCTURENUMBER 017 STRUCTURE OWN - AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LATS 32.927314° LONG- -97.128757° DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY' WILLIAM LEASURE PROJECT #: 9100001$$01 SHEET NAME PHOTO SIMULATION #2 SHEET NUMBER C-6 ANSCO REGISTRATION # 21064 D C -i� A A 351011 34'0'1 RAD CENTER 90H 2410" 0 8 5/8" REV.DESCRIPTION BY DATE A DRAWING RELEASE MJP 09/18/2018 _CANISTER ANTENNA (101N DIA X 24 IN TALL SHOWN) ANTENNA MOUNT OPTION (INSIDE CONCEALMENT) "X" IN PART NUMBER -LAA/CBRS RADIO CONCEALMENT MODULE ANTENNA ACCESS PORT HOLE (INTERNAL J -HOOK PRESENT FOR CABLE SUPPORT OPTIONS) \OPTIONAL LUMINAIRE ARM (ATTACHMENT PRESENT jj BOTH SIDES, COVER PLATES PROVIDED WHEN NOT USED) 1' ACCESS PORT FOR 5G OR SMART CITIES DEVICES 9 POLE TRANSITION COVER 1016'1 0 12.0 BASE L_ 51011 ( _ 4'0A METER -----0 — —1-- -----� TEme dmNslps and spc&Aam am Its pmpd*ly pmpaM al camsnicapa Mc ald mryry Ea usedasly W M spell pupow asAlgdasdNrllap ay CommTol III All Cl ARE IN t1CIB C).OS. TCLOMI UNl6$ OTMWSE $RECIRM .X =a .12 Al 32' .XX=3 .11d FRACRONS 31132 XXX=3 MI REtlOYE IRRS AND WW FDC>ET A0.5 DO NOT SCALE THS PRINT WIRELESS EQUIPMENT L L POWER METER ACCESS MAIN DISCONNECT L:! 4X �l .38 BOLT ACCESS ON 017.0 BC- L I AC LOAD CENTER ACCESS I 16.0 SQ (p POWER AND WIRELESS EQUIPMENT BASE MODULE _ SECTION A -A INPUT ACCESS PORT (GROUND SCALE 1 :24 BAR LOCATED BEHIND PORT) ANTENNA MOUNT OPTIONS COLOR OPTIONS C"x" IN PART NUMBER) Cy" IN PART NUMBER) "A" BIN DIA (VVSSP, GAMMA NU "I GALV POLE/LIGHT GREY COMPONENTS "B" 121N DIA (NNVVSSP) "1" LIGHT GREY (RAL 7035) "H" 101N DIA (GALT P64801, GQ2140 "7GREEN (RAL 6005) "K" 14-151N DIA (AMP, GALT) "3" BLACK 14-151N DIA (GAMMA NU) "4" BROWN (RAL 8014) "5" BEIGE -GREY (RAL 7006) "9" METALLIC SILVER "W' PURE WHITE "C" FAUX CONCRETE J M"MJP F I o13 _ SSC760239237xy356P METRO CELL, 12 IN INTEGRATED POLE SOLUTION, 35FT MAX COMMSCC9PE' POLE SPECIFICATIONS NOT TO SCALE M i� A D C B A D c III A POWER METER---,,,,, EATON 150A#UTRS502BCHiII 1 REMOVEABLEACCE55 PANEL� ACCESS PANEL I Iq MAIN DISCONNECT rTo) =1 00210OBNRB tr ACCESSDOOR—� ACLOAD CENT SQUARE -D #001416L100PB GROUND BAR t -- 1 POWER SECTION G•MW. eM v oM.b •SSC ssc7W439237x 356P METRO CELL 12 N INTEGRATED POLE SOLUTION, 35FT MAX ml A COMMSCC9PE® .w�se.auomum�sm, OONOISCNEMSAR 9 COM MSCOCBC-19237-4310 I VENTILATION AWS DIPLEXER �'� i PERFORATED AREA ON STRUCTURE \ PERFORATED PERFORATEVENTILATION VENTILATION % AREA ON STRUCTURE AREA ON DOOR MOUNTING BRACKET a ERC RRU 2203/2205/2208t` ACl1 4N E0/1NMENlSECflON ERC RRU 2203/2205/2204 OP 770 «����„°•.a”: •`��°o•a• rua }OIs SSC760239237xy356P rrtxxcmmx METRO CEL. 12 IN INTEGRATED POLE SOLUTION, 35FI MAX n.�mHrawsacwla a®m .. ..... a •saa � - m rocrcw :,rn wo+tues.wosys,Rmaras x. A COMMSCC9PE® W NDt Y.nF IIafYeH D PREPARED FOR at&t PREPARED BY 1 NSCO& Sso!ES POLYGON NAME SOU LK [ITR"IT"RE"I"OER 017 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LATS 32.927314• LONG: -97.128757° DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT#: 91000019501 SHEET NAME POLE SPECIFICATIONS SHEET NUMBER C-7 gamma nu Antenna for Advanced Mobile Communication gamma nu � ........... 1. Antenna Spec Sheet - - ------------------------- - ------------------------ Frequency - - - - Frequency Range Connector Type & Quantity 1695-2400 3550-3700 5150-5925 Gain (dBi) Bottom Antenna Dimension (H x D) 9.0 5.5 5.5 HPBW (°) 12.0 / 5.5 Wind Load (@100 mph) 360 360 360 Model No. 150 ed) OYZ9X36OF10 Lightning Protection Direct Ground Radome (Color) Gray Product Environmental compliance 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 C) 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 C) 20 18 17 16 30 22 First Upper Side Lobe Suppression (dB) 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 < 1.5: 1(Typ.)1.7 VSWR < 1.5: 1(Typ.) : 1(Max.) Polarization +45 +45 +45 +45 +45 +45 Intermodulation IM3 (dBc) -153 - - Impedance (Q) 50 Max. Effective Power per Port alts 100 100 100 Values based on NGMN-P-BASTA requirements Mechanical Specifications Connector Type & Quantity 4.3-10 x 4 4.3-10 x 4 4.3-10 x 2 Connector Position Bottom Antenna Dimension (H x D) (inch 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 ANTENNA SPECIFICATIONS NOT TO SCALE Antenna for Advanced Mobile Communication 2. Antenna Pictures .. .. _ PREPARED FOR 1t&t PREPARED BY ANSCO & ASSOCIATES POLYGON NAME SOULK rSTRUCTURENUMBER 017 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT. 32.927314° LONG: -97.128757° DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT #: 91000019901 SHEET NAME EOUIPMENT SPECIFICATIONS SHEET NUMBER C-8 E// Pico — urban/suburban RF SCHEMATIC (PICO) NOT TO SCALE RADIO 2205 LAA > Unlicensed band in 5GHz (5150MHz-5875MHz) > 3GPP: B46A/D > I13W: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 > 2x10G CPRI > Power supply: AC or DC RADIO 2203 The micro Rod. =s part of one Ericsson Radio System portfolio. Radio 2203 has best In class design, supero' radio performance and power enciency when Incomes to ha dlum range 3GPP ratllo products. Radio 2203 has, by use of its small and smart dimensions, support fora wide range of mountingscenarios antl hes a pioneering flexibility within Its product segment WIN Ne Radio 2203'E ce— evolves me micro radio nonfalio to became even ore flexible thus making it easier than ever to make small and efficient single an multi -band micro radio Installations. The Radio 2203 support Irani with integrated or external antenna systems antl can by use of the versatile optical CPRI interface be connected to any of the ancient Ericsson Baseband WCOMA or LTE modules by use of ,far or cascade confgumdons supporting multi senor and multi band. Radio 2203 support WCDMA and LTE with two duplex TX/RX branches. The Radia 2203 support up to 4 WCDMA co'la's or 40 MHz LTE as well as WCDMA and LTE mixed mad, configurations. ERICSSON 2205 DETAIL NOT TO SCALE ERICSSON I CRAN Project On the right side you see a picture of the Radio 2203 mounted on a lamp pole. The picture beside it shows the 14 back part of the Radio 2203, the support system in which _ the well mount and pale mount are integrated. A Technical Specifications Radio 2203 FREQUENCY BANDS Bands: 3GPP Bands 31 (W/L), B3 (L), 33C (W/L), B8 (W/L), B66A (W/L), B5 (W/L), B2B25 (W/L), B12 (L), B13 (L) and B7 (L) HW CAPACITY Carrier capacity WCDMA: Up to 4 carders Carrier capacity LTE: Up to 40 MHz IBW: B1, B3 and B66A 45 MHz. B2/B25 and B7 40 MHz. 133C, B8, B5, B12 and 1313 Full band MIMO: Yes, 2T/2R Output power. Up to 2 x 5 W INTERFACE SPECIFICATIONS Antenna Ports: 2 x 4.3-10 (f) CPRI: 2 x 2.5/5/10 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 Weight: <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 ERICSSON 2203 DETAIL NOT TO SCALE PREPARED FOR at&t PREPARED BY SCO POLYGON NAMESOU 1 LK STRUCTURE NUMBER �01 7� STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32,927314° LONG: -97,128757' DATE REVISIONS PREPARED 6Y APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY WILLIAM LEASURE PROJECT#: 91000015501 SHEET NAME RF SCHEMATIC & RRU SPECS SHEET NUMBER C-9 Product datasheet Q0210OBNRB Characteristics - Main NEMA 3R outdoor Product or component type Enclosure Range of product QO Enclosure type Enclosure Line Rated Current 100 A Number of spaces 2 Short-circuit current 22 kA Number of circuits 2 Number of tandem circuit 0 breakers 10R Phase 1 phase Complementary NEMA degree of protection NEMA 3R outdoor Cover type Surface cover a Device composition Grounding bar (ordered separately) s Material Tin plated copper busbar Enclosure material Welded galvannealed steel Surface finish Baked enamel grey Box number 10R : Number of tandem circuit 8 Product certifications UL listed Height 13.19 in (335 mm) E t Width 6.93 In (176 mm) II Environment& css3 Complementary Nt Offer Sustainability AWG 8 ... AWG 1 (aluminium/copper) a NEMA degree of protection NEMA 3R outdoor 8 Not Green Premium product Not Green Premium product R Electrical connection Lugs FssiE Compliant - since 1423 - Schneider Electric declaration Compliant - since 1423 - Schneider Electric declaration of conformity a g of conformity Y c Available Available y b-i�E8 Wiring configuration 3 -wire mF2 Need no specific recycling operations Need no specific recycling operations fi✓3�g WARNING: This product can expose you to chemicals WARNING: This product can expose you to chemicals including: f " ja ` including:'6 Baked enamel grey e Lead and lead compounds which is known to the State Lead and lead compounds which is known to the State of California to cause cancer ji of California to cause cancer and birth defects or other and birth defects or other reproductive harm. a reproductive harm. 12.54 in (321 mm) �R For more information go to www.p65warnings.ca.gov For more information go to www.p65warnings.ca.gov g� 194 L UIIII:KIII;ii 11 ;1I f:111R o$� Warranty period 18 months a�5 Offer Sustainabilitya 8 Green Premium product Green Premium product A Compliant - since 1423 - Schneider Electric declaration Compliant - since 1423 - Schneider Electric declaration of conformity5 5of 9 conformity E��og Reference not containing SVHC above the threshold Reference not containing SVHC above the threshold 8 Available Available ry-q Need no specific recycling operations Need no specific recycling operations L WARNING: This product can expose you to chemicals WARNING: This product can expose you to chemicals including: �= 5 afi g including: vy� �� Qw Lead and lead compounds which is known to the Stale Lead and lead compounds which is known to the State of California to cause cancer1: fou, of California to cause cancer and birth defects or other and birth defects or other reproductive harm. reproductive harm. yE For more information go to www.p65warnings.ca.gov For more information go to www.p65warnings.ca.gov —Z 1�=z Schneider ;qEIectrlc MAIN DISCONNECT DETAIL NOT TO SCALE Product datasheet Q0816L100RB Characteristics LOAD Center QO MLO 240V 100A 1 PH 8SP Main AC LOAD CENTER 00816L100RB DETAIL NOT TO SCALE PREPARED FOR 40000 at&t PREPARED By A1\NSCO & ASSOCIATES POLYGON NAME SOU LK rSTRUCTURE NUMBER 077 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.927314' LONG: -97,128757' DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY; WILLIAM LEASURE PROJECT#; 91000015501 SHEET NAME EOUIPMENT SPECIFICATIONS SHEET NUMBER C-10 Product or component type Load Center e Range of product 00 Load center type Main lugs Line Rated Current 100A _ Number of spaces 8 Short-circuit current 10 kA Number of circuits 16 Number of tandem circuit 8 breakers Phase 1 phase System Voltage 1201240 V AC S 6 Complementary & AWG gauge AWG 8 ... AWG 1 (aluminium/copper) a NEMA degree of protection NEMA 3R outdoor a Cover type Surface cover Electrical connection Lugs 2i Device composition Grounding bar (ordered separately) a g v Electrical connection Lugs Wiring configuration 3 -wire mF2 Material Tin plated aluminium busbar § Ot u wa Enclosure material Welded galvannealed steel g 5 Surface finish Baked enamel grey e Box number 2R Rs Product certifications UL listed NY �N`o Height 12.54 in (321 mm) g=09 Width 8.9 in (226 mm) g g 194 Environmentsd 15 `o Offer Sustainabilitya Green Premium product Green Premium product 8Esd7'a nDEfi Gga6 Compliant - since 1423 - Schneider Electric declaration Compliant - since 1423 - Schneider Electric declaration of conformity5 5of 9 conformity g� Reference not containing SVHC above the threshold Reference not containing SVHC above the threshold ion Available Available n s� Need no specific recycling operations Need no specific recycling operations 2� WARNING: This product can expose you to chemicals WARNING: This product can expose you to chemicals including: �= 5 afi g including: Lead and lead compounds which is known to the Stale Lead and lead compounds which is known to the State of California to cause cancer1: fou, of California to cause cancer and birth defects or other and birth defects or other reproductive harm. reproductive harm. n�o5 For more information go to www.p65warnings.ca.gov For more information go to www.p65warnings.ca.gov �€ sF �sSv Contractual warranty Warranty period 18 months 5 9 N D a .r -z Schneider > > Electric AC LOAD CENTER 00816L100RB DETAIL NOT TO SCALE PREPARED FOR 40000 at&t PREPARED By A1\NSCO & ASSOCIATES POLYGON NAME SOU LK rSTRUCTURE NUMBER 077 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.927314' LONG: -97,128757' DATE REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY; WILLIAM LEASURE PROJECT#; 91000015501 SHEET NAME EOUIPMENT SPECIFICATIONS SHEET NUMBER C-10 1FA,nT*N Powering Business Worldwide Eaton meter socket UTRS502BCH U PC:782113684024 Dimensions: • Height: 14 IN • Length: 4.38 IN • Width: 8 IN Weight: 10 LB Warranties: • Eaton Selling Policy 25-000, one (1) year from the date of installation of the Product or eighteen (18) months from the date of shipment of the Product, whichever occurs first. Specifications: • Type: Single -position residential service • Amperage Rating: 150A • Feed Type: Overhead • Hub Type: 3-5116 in hub opening • Line: #8-250 kcmil • Number Of Jaws: Four -jaw • Phase: Single-phase • Number Of Sockets: 1 • Number Of Wires: Three -wire • Security: Ringless • Voltage Rating: 600V Supporting documents: • Dimensional Drawing - SKT 150A 1P HO • Eatons Volume 1 -Residential and Light Commercial • Single Meter Sockets • Metering Equipment - Utilities Servicing Texas Certifications: • UL Listed Product compliance: No Data POWER METER UTRS502BCH DETAIL NOT TO SCALE pe.eaton.com PREPARED FOR at&t PREPARED BY AIINSCO & ASSOCIATES POLYGON NAME SOU LK rSTRUCTURE NUMBER 017 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.927314° LONG: -97.128757- DESIGN REVISIONS DATE I REVISIONS PREPARED BY APPROVEDBY: ANSCO & ASSOCIATES DESIGNED BY: WILLIAM LEASURE PROJECT#: 91000019901 SHEET NAME EOUIPMENT SPECIFICATIONS SHEET NUMBER C-11 A CAUTION & AT&T operates antennas cn this structure BEYOND THIS POINT radio frequency trt) fields may exceed the fcc occupational limits FOLLOW SAFETY GUIDELINES FOR WORKING IN AN RF ENVIRONMENT. Contact AT&T at 80U-638-2822 and follow its instructions prior to working within TWO (2) feet of AT&T's antennas, THIS IS AT&T Site aut 4" AT&T Mobility operates telecommunications antennas at or near the top of this structure. Obey guidance contained in additional signage near antennas. CO Contact AT&T Mobility at 800-638-2822 for further information regarding AT&T Mobility's antennas. This is AT&T Mobility site 4 aw 6" The custodian of this station license is AT&T Mobility fccmw@att.com 1-855-699-7073 At AT&T WARNING SIGNS NOT TO SCALE N PREPARED FOR at&t PFit PAHEU BY NSCO 8c SSOCIATES POLYGON NAME SOULK rSTRUCTURE NUMBER 017 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.927314° LONG —97,128757` DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY' WILLIAM LEASURE PROJECT#_ 91000019901 SHEET NAME SIGNAGE DETAILS [SHEET NUMBER C-12 <!-- #4 TIES ® 18" O.C. •�` % '"' (10) #4 VERTICALS EQUALLY SPACED SECTION A 30"0x8'-2" REINFORCED CONCRETE PIER (4) 014*644" THREADED RODS W/ GALVANIZED DBL. NUTS & 3"0 O (MIN) WASHERS (18' MIN EMBED) O o z R tY4"xt'-4"xt'-4" BASE PLATE o PLAN PACK VOID TIGHT BETWEEN 12"0 POLE BASE BOTTOM OF BASE PLATE AND T'L 1Y4"x i' -4"x1'-4" TOP OF CONCRETE PIER W/ = BASE PLATE (BY OTHERS) HIGH STRENGTH NON -SHRINK - GROUT (28 DAY 8,000 PSI) - — - - - -- � N m 17"0 BOLT '� CIRCLE in �11II OZ ® II \nPL,A j\ IR (4) 13f6"0 HOLES1. N�V aSECTION Aw12"0 POLE BASEEP HOLE w OPTIONAL UTILITY (BY OTHERS)°0CONDUIT RUNi(BY OTHERS) c_r_ �;P)R 1Y4"xi'-4"xt'-4" BASE PLATETYP Y4" _ \ 41-11 '1 \\ (j4 TIES ® 18" O.C. \ %\\j/`\j/\\j \ ' 30"o' (10) #4 VERTICALS (WEEP HOLE) ELEVATION ELEVATION LIGHTPOLE PIER FOUNDATION DETAIL SECTION B SCALE: 3/8"=1'-0" SCALE:1 112"=I' -- /2"=I'-C"STEEL STEEL NOTES: 1. ALL STEEL SHALL BE GALVANIZED PER ASTM A123 & CONFORM TO THE FOLLOWING MINIMUM SPECS.: PLATE ASTM A572 GR,50, PIPE ASTM A53 GR.B. THREADED ROD ASTM F1554 GR.55 2. ALL BOLTS SHALL BE GALVANIZED PER ASTM A153 AND CONFORM TO ASTM A325 U.N.O. ALL BOLTED CONNECTIONS SHALL BE EQUIPPED WITH AN APPROVED NUT -LOCKING DEVICE. 3. ALL WELDING WORK SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. WELDING ELECTRODES SHALL BE E70XX. 4. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO AISC SPECS AND CODES, LATEST EDITION. 5. AT HIS OWN DISCRETION, THE CONTRACTOR MAY SUBMIT DETAILED, ENGINEERED, COORDINATED AND CHECKED SHOP DRAWINGS FOR ALL STRUCTURAL STEEL TO THE ENGINEER OF RECORD TO REVIEW FOR COMPLIANCE WITH DESIGN INTENT PRIOR TO THE START OF FABRICATION AND/OR ERECTION. TOWERCOM IS ABSOLVED OF ALL LIABILITY ASSOCIATED WITH THE MISINTERPRETATION OF THE CONSTRUCTION DOCUMENTS IF CONTRACTOR CHOOSES NOT TO SUBMIT SHOP DRAWINGS. 6. TORCH -CUTTING OF ANY KIND SHALL NOT BE PERMITTED. 7 ALL BOLTS SHALL BE TIGHTENED TO A "SNUG -TIGHT" CONDITION AS DEFINED IN AISC 13TH EDITION, PAGE 16.2-46, SECTION 8.1. THE SNUG -TIGHTENED CONDITION IS DEFINED AS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. 8. f'�=4000 PSI NOTE: ALL DIMENSIONS, SECTIONS AND DETAILS OF THE EXISTING STRUCTURE ARE INCLUDED FOR INFORMATION PURPOSED ONLY. THE CONTRACTOR SHALL VERIFY ALL RELEVANT INFORMATION PRIOR TO CONSTRUCTION OR FABRICATION. FABRICATION AND/OR FIT -UP ISSUES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY PRIOR TO THE START OF CONSTRUCTION. SHCULD THERE BE ANY DISCREPANCIES, ERRORS, OR OMISSIONS ON THIS SKETCH, NCTIFY THE ENGINEER OF RECORC IMMEDIATELY FOR RESOLUTION. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. CESIC`:EJ FOR "JESIC NED 8" PROJECT NAME: Z SSC -760239237 PROJECT .ADDRESS: OPTION A COMMSCOPE® Ara 15INFRASTRUCTURE P A A T N E R S SHEET TITLE LIGHTPOLE PIER W/ ANCHOR BOLT DETAIL 11"' RWg :%A11= 11/15/2017 SiiFET N..NRER: Si AZ - CA - CO - ID - NM -NV - TX - UT FOUNDATION SPECS NOT TO SCALE PREPARED FOR at&t PREPARED BY NSCO8c Sso!ES POLYGON NAME SOULK rSTRUCTURE_ NUMBER 017 STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT 32.927314° LONG: -97,128757. DESIGN REVISIONS DATE REVISIONS PREPARED BY APPROVED BY: ANSCO & ASSOCIATES DESIGNEDBY: WILLIAM LEASURE PROJECT*: 91000015501 Sl IEET NAME FOUNDATION SPECS SHEET NUMBER C-13 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 GROUND 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 CONDUIT FOR EARTH GROUND TO POWER METER GROUNDING SCHEMATIC GROUNDING DETAILS NOT TO SCALE GROUND LUG COMPRESSION LONG BARREL CONNECTOR BLOCK BARE #6 SOLID GROUND WIRE (TYP, ) MULTIPLE GROUND CONNECTIONS ERICSSON AC GROUNDING LUG :SSION LONG :TOR 6 SOLID 1 WIRE CONNECTION TO EQUIPMENT BRACKET THROUGH AC ROUND LUG ANSCO REGISTRATION # 21064 PREPARED FOR 40000 -*qm�wo' at&t PREPARED BY NSCO & SSOCIATES POLYGON NAME SOULK [STRUCTURE NUMBER 01 7� STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.927314° LONG: -97.128757` DESIGN REVISIONS DATE RCVISIONS PREPARED BY APPROVEDBY. ANSCO & ASSOCIATES DESIGNEDBY: WILLIAM LEASURE RROJEC- 91000015501 SHEET NAME GROUNDING DETAILS SHEET NUMBER 0-14 PREPARED FOR GENERAL CONSTRUCTION 61. 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, 62. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT C CONTRACTOR: (CONSTRUCTION) DISTANCES NOT TO EXCEED 4'-0" OC, OWNER AT&T 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS at&t SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO 63. 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 64, 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, FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT PRBPARED BY 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. Q 32, STRUCTURE IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T 65. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE N SCO 19 a 4, ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, TECHNICIANS. AND MODELS PRIOR TO INSTALLATION, AND DINANCES. GENERAL CONTRACTOR SHALL RIATE NOTICES DLTHE�TH EOFLANY ALL LAWS,ORDINANCCESNS, RU ES, REGULATIONS, AND LAWFUL ORDERS L PUBLIC AUTHORITY REGARDING 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 66. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S SSOCIATES 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 AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS "TECHNICAL 67, CONTRACTOR SHALL REFERENCE THE STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. SITES" AND SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE DISTRIBUTION/ROUTING rPOLvcoN NAME CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 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 RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR 68, ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING T 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 OF STRUCTURE NUMBER STRUCTURE 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. IM 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. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE 69, IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: sraucruRE OWNER 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, 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. AT&T MOBILITY 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 70, ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE, ANTENNA MOUNTING DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR STRUCTURE ADDRESS COMPRESSION. 1094 S CARROLL AVE 9, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL 39. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE SOUTHLAKE, TX 76092 PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING, LOCAL CODES, 71. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. STRUCTURE COORDINATES 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING 40. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC 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 OTHERW SE, ROW STAND ALONE CONSTRUCTION NOTES LAT; 32,927314° ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 41, ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 72. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" [.038M]. -97.128757' 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, LONG: 73, 90 SHORT SWEEPS UNDER ANTENNA ARM. ALL CABLES MUST ONLY TRANSITION ON THE INSIDE OR BOTTOM OF 12, ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE ARMS (NO CABLE ON TOP OF ARMS). DESIGN REVISIONS WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE, ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS 42• DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. INDICATED ON THE DRAWINGS. 43. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO 74, 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. 75. 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. 44, CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 24" [,61M] AWAY FROM CENTER OF POLE. 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 45. NOT USED, 76, USE 1/2" [013M] CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED. TO BEGINNING CONSTRUCTION, 46, PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA 77, 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 +/- 5% 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. 47, 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 48. 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 49 ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 50. 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 -8:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK 51. 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, 52, 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 53, 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. 54, 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 SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 55. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL, DATE REVISIONS PREPARED By 24, THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT 56. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION, REFER TO "ANTENNA SYSTEM OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. LABELING STANDARD" ND -00027 LATEST VERSION, APPROVED BY ANSCO & ASSOCIATES DESIGNED BY WILLIAM LEASURE 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL 57. ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". PROJECT#91000015501 MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL, 58. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER SHEFTNAME 26, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING, FROZEN MATERIALS, SNOW OR ICE IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT, GENERAL CONSTRUCTION NOTES 59. 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 PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN 60, 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, PRE -APPROVED BY THE LOCAL JURISDICTION. ANSCO REGISTRATION # 21064 [SHEETNUMBER c-15 cr 0 X 2 LJ N I m - 1201 LORRAINE CT 1203 LORRAINE CT I I ' L -- - - - - - - - - - - -- 1205 LORRAINE CT C— a ` \ \ -` 1215 LORRAINE CT <m- a CARROLL AVE ^�^ IT ( 20 MPH) \ I �. 1216 LORRAINE CT SIDEWALK CLOSURE TRAFFIC CONTROL PLAN zO' " FROM BOC 9,�u1s Ate° i J 1 1 I I I I 1401 CHARDONNAY CT 1121 S CARROLL AVE E CONTINENTAL BLVD ( 20 MPH) T PREPARED FOR kz� at&t PREPARED BY -XSSOCIATES SCO & POLYGON NAME SOULK rSTRUCTURE NUMBER 01 7� STRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32,927314° LONG: -97,128757' DATE REVISIONS PREPARED BY APPROVED BY ANSCO & ASSOCIATES DESIGNED BY WILLIAM LEASURE PROJECT#' 91000015501 SHEET NAME TRAFFIC CONTROL PLAN [SHEET NUMBER ANSCO REGISTRATION # 21064 C-16 IS' II , IL/ ' two L • o ILM • ' � `tom. ' � � 4ML AL i NOT TO SCALE PREPARED FOR at&t PREPARED BY NSCO Sso!ES [POLYGON NAME SOULK rSTRUCTURE NUMBER 017 S IRUCTURE OWNER AT&T MOBILITY STRUCTURE ADDRESS 1094 S CARROLL AVE SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.927314' LONG: -97,128757' DATE REVISIONS PREPARED BY APPROVEDBY- ANSCO & ASSOCIATES DESIGNEDBY: WILLIAM LEASURE PROJECT# 91000019901 SHEET NAME AERIAL MAP SHEET NUMBER ANSCO REGISTRATION # 21064 C-17