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Item 9B - PlansLOCATION MAP rp Ir— T Jim 1 n SI TE = 9 VICINITY MAP S m a of a U S TE SCOPE OF WORK ATTACH AND INSTALL SMALL CELL ANTENNA AND CRAN EQUIPMENT TO PROPOSED AT&T — NCW 50'-2 WOOD POLE ON PUBLIC RIGHT—OF—WAY. DEPARTMENT NAME/SIGNATURE DATE STRUCTURE OWNER AT&T PM AT&T EE AT&T RF ANSCO PM ANSCO CM POLYGON NAME: SOULK STRUCTURE NUMBER: 020 FA LOCATION CODE: 14808311 3012AODFDQ PACE ID: MRNTX035099 PREPARED FOR: 64� t&t PROJECT MANAGER: i\mSSOCIATES SCO 5250 TRIANGLE PKWY NW SUITE 175 NORCROSS, GA 30092 PROJECT INFORMATION E911 ADDRESS 580 S WHITE CHAPEL BLVD PENDING: SOUTHLAKE, TX 76092 LATITUDE: 32.934610' LONGITUDE: -97.155059° JURISDICTION: CITY OF SOUTHLAKE ZONING: AG STRUCTURE OWNER: ATT — NCW 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: ENGINEERING ASSOCIATES, LLC 1220 OLD ALPHARETTA RD, SUITE 380 ALPHARETTA, GA 30005 678-455-7266 WILLIAM MICHAEL MARTIN, PE MMARTIN@ENGINEERINGASSOCIATES.COM 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 PHOTO SIMULATION #1 C-7 PHOTO SIMULATION #2 C-8 CONSTRUCTION DETAILS & SIGNAGE C-9 EQUIPMENT SPECIFICATIONS C-10 EQUIPMENT SPECIFICATIONS C-11 EQUIPMENT SPECIFICATIONS C-12 EQUIPMENT SPECIFICATIONS C-13 EQUIPMENT SPECIFICATIONS C-14 TYPICAL PLUMBING DIAGRAM C-15 GENERAL CONSTRUCTION NOTES C-16 TRAFFIC CONTROL PLAN CALL BEFORE YOU DIG TEXAS ONE -CALL 811 http://www.txonecall.com/ (ISSUED FOR PERMIT ONLY) EA REGISTRATION # F-12683 PREPARED FOR at&t PREPARED BY �j Engineering 7T Associates, LLC POLYGON NAME SOULK rSTRUCTURE N UMBER 020� STRUCTUREOWNER ATT — NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610* LONG:—97,155059` NO. DATE REVISIONS PREPARED BY APPROVED BY: ENGINEERING ASSOCIATES DESIGNED BY: ADNAN TRBONJA PROJECT u: 91000017266 SHEET NAME TITLE SHEET & PROJECT INFORMATION SHEET NUMBER T-1 PREPARED FOR / / I 580 S WHITE 1 CHAPEL BLVD FEEDSTORE BBO & MORE 530 S WHITE CHAPEL BLVD / TE CHAPELWHIBLVD Aso /� L- \ I/� Iv' 3 ' � I AT&T TO PLACE NEW 50'-2 WOOD POLE WITH SMALL CELL ANTENNA �j AND CRAN EQUIPMENT SERVICE. 20 POWER I 611 S WHITE / CHAPEL BLVD / I I / I / I � 300-FT — — — — BUFFER I I OVERALL SITE PLAN NOT TO SCALE NO KNOWN NETWORK SUPPORT NODES WITHIN 300-FT OF PROPOSED NODE LOCATION LI NE T EA REGISTRATION N F-12683 at &t PREPARED BY Engineering Associates, LLC POLYGON NAME SOULK rSTRUCTURE NUMBER 020 STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610' LONG:-97.155059' PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRBONJA PROJECT u: 91000017266 SHEETNAME OVERALL SITE PLAN SHEET NUMBER c-1 FEEDSTORE BBO & MORE c^ 530 S WHITE CHAPEL BLVD i^ ( 1 EXIS. 1 D/W / 1 � 1 / °? 1 ° I1 II �I o 0 I -► 00 I I W= I 2� I U O 0 P OF 0 0 w w EXIS. D'H H o[EXIS. FENCE O�EXIS.PED II 35' BOC J� HP 0 I I I C I> I I n I I I I �I ETAILED SITE PLAN NOT TO SCALE WORK ZONE EXIS. /POWER POLE �Q lF EXIS. FENCE 0 GRA 555 S WHITE CHAPEL BLVD �., AT&T TO PLACE NEW 50' - 2 WOOD POLE WITH SMALL CELL ANTENNA AND CRAN EQUIPMENT 100' AMP/120 POWER SERVICE. GRASS 611 S WHITE CHAPEL BLVD UTILITY LEGEND: WATERLINE W G GAS LINE BURIED POWER BP BURIED POWER P STORM COL. SYSTEM S BURIED TELCO/FIBER T STREET LIGHT POWER SL PREPARED FOR at&t PREPARED BY N (& Engineering 7T Associates, LLC POLYGON NAME SOULK rSTRUCTURE NUMB ER 020 STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.9 34610' LONG-97.155059' EA REGISTRATION # F-12683 PREPARED BY APPROVEDBY. ENGINEERING ASSOCIATES DESIGNED BY: ADNAN TRBONJA PROJECT#: 91000017266 SHEET NAME DETAILED SITE PLAN SHEET NUMBER C-2 PREPARED FOR AERIAL MAP NOT TO SCALE 1, EA REGISTRATION N F-12683 at&t PREPARED BY Engineering Associates, LLC POLYGON NAME SOULK rSTRUCTURE NUMBER 020� STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.942797' LONG:-97.155059' DATE REVISIONS PREPARED BY APPROVED BY: ENGINEERING ASSOCIATES DESIGNED BY: ADNAN TRBONJA PROJECT #: 91000017266 SHEET NAME AERIAL MAP SHEET NUMBER C-3 UTILITY PROFILE NOT TO SCALE NOTE: ALL DEPTHS AND ELEVATIONS ARE TO BE VERIFIED IN FIELD BY CONTRACTOR. /I /L 637 moll 631 629 PREPARED FOR at&t r PREPARED BY Engineering Associates, LLC POLYGON NAME SOULK rSTRUCTURE NUMBER 020 STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610* LONG:-97.155059' DESIGN REVISIONS NO. DATE REVISIONS PREPARED BY APPROVED BY ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRBONJA PROJECT #-. 91000017266 SHEET NAME UTILITY PROFILE SHEET NUMBER C-4 EA REGISTRATION # F-12683 NOTE: CONTRACTOR TO COORDINATE POWER & FIBER SERVICE REOUIREMENTS WITH UTILITY COMPANIES. SERVICE DROPS MAY DIFFER FROM THOSE SHOWN ON THIS DRAWING. m v w J O o- 0 z a z z Z z a 0 LLI Ln 0 n- o or 0_ LL 0 D_ 0 I— 2-0' DEPTH • PROPOSED PWR TPLX FEED SHALL BE DELIVERED AERIAL TO THE POLE • PROPOSED NEW AT&T 24 FIBER TO BE DELIVERED BURIED TO THE POLE TOP OF POLE PROPOSED BOTTOM BOLT OF RADIO/ANTENNA BRACKET @ 39'-3" PROPOSED POWER TPLX ® 29'-0" PROPOSED TOP OF NEW NCW W/H @ 28'-0" z POLE ELEVATION (FRONT mI NOT TO SCALE 6" ADAPTER BETWEEN ANTENNA AND BRACKET PROPOSED ATT — NCW 50'-2 WOODEN UTILITY POLE AT&T CUSTODIAN SIGN AT&T INFORMATION SIGN AT&T CAUTION SIGN (SEE DETAILS, SHEET C-8) PROPOSED AC DISCONNECT RSCAC-1333—PS-240—A @ 6'-0" PROPOSED EATON 150A #UTRS502BCH METER SOCKET INSTALL NEW GROUND ROD 12' FROM POLE NOTE: RADIO FREDUENCY WARNING SIGNS SHALL BE PROVIDED AS PER APPLICABLE STANDARDS. THE RADIO FREDUENCY WARNING SIGNS SHALL INCLUDE INFORMATION REGARDING THE EMERGENCY SHUT OFF LOCATIONS. TOP OF POLE PROPOSED NCW GAMMA NU DOYZ9X36OF14 TOP @ 43'-0" PROPOSED BOTTOM OF SIDEMOUNT 38'-9" PROPOSED POWER TPLX Q 29'-0" PROPOSED ATT — NCW 50'-2 WOODEN UTILITY POLE PROPOSED AC DISCONNECT RSCAC-1333—PS-240—A @ 6'-0" PROPOSED EATON 150A #UTRS502BCH METER SOCKET POLE ELEVATION (LEFT) NOT TO SCALE PROPOSED NCW GAMMA NU DOYZ9X36OF14 1 iv RADIO POLE N 7' RADIO I�'I 2 2'-0' O RADIO o 4478 B5 (TYP.-D 4415 B25 (TYP.-D KEY NOTES 10 ERICSSON 4478 B5 (TYP. — 1) (13.4"W x 16.5"H x 7.7"D / 59.9 LBS) Q2 ERICSSON 4415 B25 (TYP. — 1) (13.4"W x 16.5"H x 5.9"D / 46 LBS) O3 COMMSCOPE SSC760242657NS MICRO POLE SIDE MOUNT RADIO CONCEALEMENT (12"W x 55" H x 24"D/ 283.46 LBS) ® PROPOSED GAMMA NU DCYZ9X360F14 (24.0"H X 14.4"D / 31.3 LBS) OVERALL DIMENSIONS: 51"H X 24"W OVERALL WEIGHT: 420.66 LBS CRAN CONFIGURATION (WITH ANTENNA, RADIOS AND DISCONNECT) NOT TO SCALE KEY NOTES: O 1/2" SCH. 80 PVC CONDUIT FOR GROUND WIRE PROTECTION. O 1/2" UV RESISTANT SCH. 80 PVC CONDUIT FOR AC POWER SERVICE TO METER. O 1/2" UV RESISTANT SCH. 80 PVC CONDUIT FOR POWER SERVICE TO CRAN EQUIPMENT. ® 1/2" UV RESISITANT SCH 80 PVC CONDUIT FOR FIBER SERVICE TO EQUIPMENT PREPARED FOR at&t PREPARED BY Engineering Associates, LLC r POLYGON NAME SOULK STRUCTURE NUMBER — 020 STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610* LONG:-97.155059' ------------------ DATE REVISIONS PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRSONJA PROJECT #: 91000017266 SHEET NAME POLE ELEVATIONS & DETAILS SHEET NUMBER c—s EA REGISTRATION # F-12683 �m Eff, I qv; �r ��►1al�ai�>tw MOr •:�' ¢'• �%'k�: All. .t. ; ,.it.1.1k7,nr..w-iki.wLY•S PHOTO SIMULATION FRONT 4WENEMP00- jr, a " '. -. eG.i:�6i:. R� _ .. ■�:-;r.:i-i�1Ri`• :r,^Y - _ �., is �^�-S.'.''� •ar.�• �'�w.`'?�e :NI PREPARED BY APPROVED BY: ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRBONJA PROJECT x: 9100001 7266 SHEET NAME PHOTO SIMULATION #1 SHEET NUMBER C-6 EA REGISTRATION # F-12683 PREPARED FOR j atm PREPARED BY Engineering Associates, LLC POLYGON NAME SOULK rSTRUCTURE NUMBER 020 STRUCTURE OWNER ATT — NCW STRUCTUREADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610• LONG:—97.155059' NO. I DATE I REVISIONS PROPOSED PHOTO SIMULATION #2 LEFT a t & t PREPARED BY Engineering Associates, LLC r POLYGON NAME SOULK STRUCTURE NUMBER - 020 STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOLITHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610' LONG:-97.155059----------------- - NO. I DATE REVISIONS PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRBONJA PROJECT #: 9100001 7266 SHEET NAME PHOTO SIMULATION #2 SHEET NUMBER C-7 EA REGISTRATION # F-12683 N A CAu'naM A AT&T operates anlpnrM on this $}frA W.. BEYOND THIS POINT rpdq Imquanq (rf) tial0a may exceed I" fcc f c=palional limits. CD FOLLOW SAFETY GUI DE L IN ES FOR WORKING IN AN RF ENVIRONMENT. GO(xacl AT&T at SOIY83t]-ZFy22 ant) t011Ow Ito Inalructlena prior fo wnrking within TWO (2) feet of AT&Ts antennae. THIS IS ATAT - f- 611 CAUTION SIGN NOT TO SCALE AT&T Mnhi ity opera les telemin in kin irati BITS antennas at or near the top of this structure. Obey guidance contained in additional signage near antennas. Contact AT&T Mobility a1 BOO-638-2822 for further information regarding Mobility's antennas. This is AT&T Mobility site 04000 aut 4" INFORMATION SIGN NOT TO SCALE Ln N The custodian of this station license is AT&T Mobility fccmw@att.com 1-811TT55-699-7078 " �A 101 CUSTODIAN SIGN NOT TO SCALE NOTE: REFER TO RF CERTIFICATION LETTER FOR MORE INFO RF energy emitted by thIts ardenna may elrcccdthe FCC's sure 11r[fiWbr the general population. Stay at least feet away from the antenna. Call AT&T at 800-638.2822. option 9 thcn 3, for help if you need aCcem within feet. srvs.rwae wow 6.5" RF SIGN NOT TO SCALE BARE *6 SOLID GROUND WIRE APPROVED 8' GROUND ROD >,,—CONNECTOR CONNECTION TO GROUND ROD GRADE TO TOP OF — — — — — — — — ROD a GROUND LEVEL (TYP.) 12' MINIMUM COVER OVER ANY HORIZONTAL SECTION OF GROUND WIRE 8' MIN. U NOTES: 24' 36' 1. LOOP °6 AWG BARE COPPER GROUND WIRE THRU THE 5. FIRST GROUND ROD TO BE PLACED AT THE BASE OF CLAMPS AT EACH GROUND ROD - DO NOT CUT WIRE. THE POLE. THE SECOND GROUND WIRE WILL BE PLACED 8' FROM THE FIRST GROUND ROD. 2. ROUTE WIRE FROM CLOSEST ROD UP THE POLE TO SERVICE DISCONNECT MEANS. 3. USE BRASS CLAMP ONLY TO BOND WIRE TO RODS. 4. DO NOT ALLOW BARE WIRE TO CONTACT METAL REFLECTIVE STRIPS ON POLES. REMOVE AND REPLACE STRIPS OVER THE MOLDING OR CUT AND REATTACH STRIPS TO THE SIDES OF THE MOLDING. 7. THE TOP OF EACH GROUND ROD IS TO BE PLACED AT GROUND LEVEL AT THE GROUND ROD LOCATION. 10. USE 5/8'DIAMETER COPPER CLAD STEEL GROUND ROD 96' LONG. GROUND BED DETAILS NOT TO SCALE PREPARED FOR a t & t PREPARED BY Engineering Associates, LLC r POLYGON NAME SOUL K STRUCTURE NUMBER — 020 STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610" LONG-97.155059- DATE REVISIONS PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNED By. ADNAN TRBONJA PROJECT #: 9100001 7266 SHEET NAME CONSTRUCTION DETAILS & SIGNAGE SHEET NUMBER D-8 PREPARED FOR gamma.nu DOYZ9X36OF14 Features & Applications Small Cell Pseudo Omni Canister Rxed Antenna 4-part x 698.894MH2, 4-port x 1695-2400MH2, 4-part x 3550.4000MH2, 2-part x 5150.5925MH2 HPBW :360' Gam : 3.7 d9i. 8.2 d9i, 6.6 d91. 5.4 d9i •This antenna Is UNII-1 COmphance i� 1W irpu' .:::. • Guidance for compliance of U-NU devices under Part 15. Subpart E of the FCC rules. " irdimmation - R1 R2 FrequencV Ftan p (MHz 1 699 8% 906404 Gain (dik) 1 U. i.a Narl><anial Pac[elrni Atimiath Beam width i') 3160 Gmin OMNI Deviation (d6) 5 Vwdcal Pattern Elevation Beam width f`1 L. , a 64.7 Firs? Upper Side Labe Supprnsion (dgl 10 In•Band Class Polar Port IsoLat-an Inter -Sand Pon Isolal.on VSwR Paiaruation '20 �2s 1.5 1 t4S' impedance 101 SID Max. EHectrre Power per NO IwattSI 1m ii.:;, 2020 The parametrrs Rased an the NGMN P•gasta drfindlDn and reca-Mendation Copyright lc) 2019GAMMA NU, 1WL AN fights reserved. Reunion 2 1 Cludlne gamma nu t r ID, o � D LO o b O 0 0 4 365 i14.47 j Bottom Connector Type & Quantity - 14 x 4.3-10 Female COrmector POSltIOn Bottom Antenna Oimi nsron Ill: H) Iinch I mmj 014.4x24 / 0 365, x 610 Weight Iwithout Mounting Kit) jib /kg) 313 i 14.2 Wind Lead 1@100 mphl jN) .116 MaxWin d speed (Survival wind Speed jrnph) 1S0 Radome jColor i FRP IGreyl The pafameten Based an the NGMIN P-Bas1a definition and r mummendat i0m Jury. 2020 Copyright Icl2019 GAMMA PfU, INC. AN rights rrwe d. Aevnion 2 3 ANTENNA SPECIFICATIONS 40000 -*"a �ww 0' a t & t Engineering Associates, LLC POLYGON NAME SOULK IIIIr STRUCTURE NUMBER I 02 STRUCTURE OWNER ATT — NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610' LONG:—97.155059------------------ - PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNED BY: ADNAN TRBONJA PROJECT #: 91000017266 SHEET NAME EOUIPMENT SPECIFICATIONS [SHEET NUMBER C-9 PREPARED FOR RRUIS 4478 B5 135 - TX = 869 - 894 MHz - RX = 824 - 849 MHz CPRI 2 ports x 2.5I4.919.8I10.1 Gbps. Install 1 SFP and connect 1 fiber pair to the RRUS 4478 during initial install. Only use Ericsson supplied and approved SFPs RDH10265/25 > 2 external alarm inputs > Max wind load @ 50misec = 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 - 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 Ibs (27.2 kg) RRUS 4415 B25 - TX = 1930 - 1995 MHz - RX = 1850 - 1915 MHz Pons x Z. l installups. I TIs a I 12 S F Ps and can nect er pair to me 4415 during initia. Only use Ericsson supplied and approved SFPs RDH1D265126 Eueepdufn: $FP7 RDH 1075531a CPRI 1Akm to 1Bkm E_Pon: SFP7 tpairy. RDH 102 70fl end RDH 102 7Df2 for CPRI 119Rm 2 exteme[ alarm inputs Max wind lead @ 50misec = 260N Breaker size = 25A, DC Power Consumption = 670 W (for dimen sioning) 200mm horizontal separation required for side by side mounting 200mm separation required from antenna backplane to radio a 400mm vertical outdoorlindoor separation required between 2 radios a 500mm vertical separation below antenna Min, Max DC cable size from squid to radio = 10,8 AWG - Adapter is required for 2-wira connection - Shielded DC cable is required Ground cable size = 2AWG Dimensions (incl- handles, feet and sunshield, wlo fan unit) - Heighh16.5" (420 mm) - Width 13.4" (342 mm) - Depth: 5-9" (149 mm) Weight, excl- mounting hardware = 46 Ibs (21 kg) RRUS 32 n—h— for Tud Vend,. r, I Commeo-ia. n c-f d-- I R- A 12019-01-21 1 Pnge 2 RRUS 4478 B5 CnNNECT10N 1NTERF- CES CPRI, RETJAI$G purl; and ALD port Caps have lanyards attached to the rad in. DC and RF pork he'+e pfatacti� caps to 159 remorad when 0C, Rr connected to radio - 0 RBS 4478 MOUNTING OPTIONS 9-5 mot RRUS 4415 B 2 5 CAN N EuT10N mot INTERFAuES n. A B C p c we Aax t Q oerrd - —.- s 4 x srpu,r w nw.�s E J F lJ G d.lunp �.�.. — '•.a:,. —mar — ` r3' dos CPRI, RETIAISG port, and ALO 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 Dat-hoer hr Turf Vendr. rs I Commercial n cnnflde M I Rer A 2015-01 21 1 page 3 RADIO SPECIFICATIONS -*"a �ww 0' a t & t PREPARED By Engineering Associates, LLC r POLYGON NAME SOULK STRUCTURE NUMBER — 020 STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610' LONG:-97.155059- PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRBONJA PROJECT #: 91000017266 SHEET NAME EQUIPMENT SPECIFICATIONS SHEET NUMBER C-10 IF ,,To N Powering Business Worldwide Eaton meter socket UPC: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 e 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 Supporting documents: • Dimensional Drawing - SKT 150A 1 P HO • Eatons Volume 1-Residential and Light Commercial • Single Meter Sockets • Metering Equipment - Utilities Servicing Texas Certifications: • UL Listed Product compliance: No Data pe.eaton.com a 2 1 MDJNTING EMBOSS W/5/16 DIA NO (6)PLACF-5 l I 14-2 CU7AL�~~ GROUND CONNECTOR �0 #8-250MCM CU7AL� ///// 3 LINE, LARD & NEUTRAL C��� r NOTES- 1) RNISH: GRAY 2) CABINET: 16GA CALV. STEEL 3) 150AMP CONTINUOUS, 4 3/ e 60D VAC, 1 PHASE .3-WIRE a) EATON LABEL ATTACHED TO THE ENO OF THE CARTON U 5) PALLETIZE 84 UNITS PER PALLET. _ PALLET do CARTONS ARE NOT TO EXCEED 42• HIGH. r = 1111`1111�� 6) TEMPORARY CARDBOARD METER \� OPENING COVER PROVIDED. 7) EATON LOGO STAMPED IN THE �. LOWER LEFT-HAND CORNER OF FRONT 2-1/2, 2, 1-1/2 KID (4) PLA 1/2 K 5/16 DIA. K A SKT 150A 1P HID RUNM 2013/1 226 ' THE N'C—" IN THR IR1*1 b ,a au�wlRa rtvaw ur l�laAWY r8 �'°' URT—RS502B—CH 003 WILMM. EJIVT FIN THE KWW xN/Aus 1 41¢T *KH riNSHm ®aol Gas c,.rl h+- �I ryn 1 I°'°' N � tll 4 3 2 1 aUw�atvnc POWER METER SPECIFICATIONS 40000 I -*"a �ww 0' EF� a t & t PREPARED BY �j Engineering 7T Associates, LLC r POLYGON NAME SOULK STRUCTURE NUMBER — 020 STRUCTURE OWNER ATT - NCW STRUCTURE AD DRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610- LONG:-97.155059------------------ - DATE REVISIONS PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRBONJA PROJECT #: 91000017266 SHEET NAME EQUIPMENT SPECIFICATIONS SHEET NUMBER C-11 DATA SHEET AC Disconnect with Integrated Surge Protection for Small Cell Radio Heads RSCAC-1333-P-240-A • RSCAC-1333-PS-240-A • RSCAC-1333-PH-240-A The RSCAC-i333-P-240 is a Strikesorb' Suitable for Use as Service Equipment (SUSE) without condition AC Disconnect with integrated surge protection. It is designed to provide robust overvoltage surge protection for the AC power circuits for today's small cell radio systems. It employs y patented Stir' kesorb930-A•2CHV modules capable of withstanding direct surge currents up to 5k 105 µs and Induced surge currents up to 60 kA (8/20ps). The RSCAC-1333 series provides dual (Line 1 to Neutral) (Line 2 to Neutral) protection for ten AC circuits. UL 67 1" tom.., r.. are a.0 r.p w... IService W*N-B raLnp: Soubb fvr uw b seroceaAwwwl RSCAC-1333• P•240-A 8rdd[e1 tlfCiV�BA '& . 4 RSCAC-T333-P-ZO-A RSCAC-1333-PS-240-A RSCAC-1333• PI4,240•A Feature: ■ 6G1Aman bne&Mr Suitable for Use as Service Equipment (SUSE) with out condition per UL and NEC • Four duplex branch breakers (2)15A, (2) 20A are included • 1201240VAC split phase configuration • Employs the Strikesorb 30-A-2CHV Surge Protective Device (SPD) • The Strikesorb 30-A-2CHV is a Class I SPD, certified by VDE per the IEC 61643.11 standard as suitable for installation in areas where induced lightning exposure is expected • Strikesorb 30-A-2CHV is able to withstand direct surge currents up to SkA (101350Ns) and induced surge currents of up to 6OkA (SRO) • Provides low let through 1 clamping voltage - as it does not employ spark gaps or other switching elements • Strikesorb offers unique protection levels for wireless and small cell applications • Comes with two compression fittngs that can be replaced with 1.5' NPT conduit fittings • Provides (Line 110 [Neutral. Line 2 to Neutral) protection for 120/240VAC split phase systems • Compatible with double pole breakers • Paten) pending design e mount loracketau litates mou n1i ng up i ameter pole using exls ng c mps- Can also be banded to any diameter pole. Center mount holes (5f8') for center pole mourl Benefits • Offers unique maintenance free protection • IP68! NEMA 6&6P rated enclosure. allowing for installation in harsh environments • Lightweight design allows easy installation • Up to ten circuits for individual power control and over current protection of up to ten small cell radio heads Raycap www.raycap.com $lr"sorb IS a r@gISIOFUd rrpd0m8rk or AfLyCap C 2010 Reycap A ngtits resgrvea. G02-01.488 181031 SPECIFIcATmms AC Disconnect with Integrated Surge Protection P--d br for Small Cell Radio Heads Strikesorb' RSCAC•1333•P•240-A • RSCAC -1333-PS-240-A • RSCAC-1333•Ph-240-A Electrical Model Number RSCAC-1333-P-240-A RSCAC-1333-PS-240-A RSCAC-1333-PW240-A CEQ. Number CEQ.20914 CEC. 20915 CEQ. 20916 Marl Disconnect 6QA man breaker BOA shunt trip man breaker BOA man breaker Number at Circuits Available up to 10 Avalable up to 10 Available up to 10 Breakers (2)15A duplex & (2)20A duplex (2)15A duplex & R)20A duplex (2)15A duplex & (2)20A duplex 8raaker Interrupt Ratng (KAIC) 10kA 10kA 10kA Surge Pro loci inn Device (SPD) Type Io UL Strikesarb 30-A-2CHV Strikesorb 30-A-2CHV Strikesorb 30-A-2CHV Surge Praloci we Device (SPD) Ty pa per UL 1449 4th Ed. Recognized UL SPD Recognized UL SPD Recognized UL SPD Surga Prolection Davice(SPD) Class to IEC 61643.11 Class I Class I Class I Nomnal Operaing'vollaae [U I 120V 1240V sate phase 120 V 1240V soW phase 120V I240V stilt phase Nam nal Discharge Curren) [I) per UL 144949I Ed. 20kA "0Js 20kA "0is 20kA 8120 is Max+mum Discharge Current [I„-] per IEC 6 1643- 11 60kA 8r20 us 60kA W20is 60kA 8120 us Impulse Discharge current (I"F) per IEC61643.11 5kA 1W350is 5kA 101350ps 5kA 1W350is Maximum CcrdInuous Operating Voltage IUD) (MCOV) 150V per line 150V per Iins 150V per Itne Voltage Proleclron Level [Un) per IEC 61643.11 70DV 700V 700V Suppression Technology MDV MQV MOv Prolechon Modes Mechanical Connection Terminal (Power) Li to Neutral. L2 to Neutral L1 10 Neulral, L2 to Neutral Compressrpn Lug #6 - #14 AWG (13 -2mm) Terminal Mock 410426 L1 to Neutral. L2 to Neutral AWG (6 - 0.14mmz) EnvrCnmenlaI Ingress Prolecicn (IP) Rating IP68 & NEMA 616P (When lid NEMA 4X screws are installed: NEMA4X) IP68 & NEMA616P (When rid screws are nstaled: NEMA 4X) 0peralion TemperatuEe ('C) -40'C to*80' C Storage Temperature (•C) -7wC to+80 C Enclosure Type (Outdoor) Palycai ioTale UL 94V-0 Rated Enclosure Dome nsion (L x W x H) 10.43' x 9.all " x 5-06" 10-43" x 9.36" x 6-68" 10-43' x 8.59" x 5-06" Enclosure Hinged with Clasp Hinged with Clasp Hingeless withthumb screw Weight albs [3.62kg] Strikesorb modules tre compliant lD l?v tolbwnQ Surge Prvlerclive Device (SPO) standards' UL 1449 4th Ed4ron: 2011. IEC 61643-11:2011. EN 61643-11+,2012. IEEE 062 117 2005. IEEE C62-41:2002. IEEE C62.45: 2002, NEMA-LS-1 Certilication IJL. VDE, CE Panel Board Carlrficalydn UL 67 (suitable for use as service equipment) ;mml nchas Type tncin ve Pie criral Wt.q: 240V sig k Pryase Service entrance rating: Suitable for use as service eauioment !40 RSCAC•1333•PS•240 RSCAC-1333-PH-240 I KLYA & C E Raycap AWGAmeiican Wwa Gauge OM-01.40 181031 RAYCAP AC DISCONNECT SPECIFICATIONS 40000 I -*"a �ww 0' EF� a t & t PREPARED BY Engineering Associates, LLC POLYGON NAME SOULK STRUCTURE NUMB ER 02 STRUCTURE OWNER ATT — NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610' LONG:—97.155059------------------ - DATE REVISIONS PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRBONJA PROJECT M 91000017266 SHEET NAME EQUIPMENT SPECIFICATIONS SHEET NUMBER C-12 1 DI G 26 [657� - 14 [356] 0[0.01 AI ■ 1w 24.0 [610.3] 0 2] 0] 17 [438] GALVANIZED FRAME 30 [761 ] MAX OVERALL HEIGHT f?F 0 C e CENS" cn3 WA SS 203µ' VOLULE 94!629 SUFFACEAREA 1 10-17 LENG7r1 © 2015 CommScope Inc. Canfidellhal LYEpTH Iawa' Ina ue No COMMSCOPE, INC. OF NORTH CAROLINA A TOLERANCES OPLAsrE x2 .25 2PLACE )(A. .06 TPLACE x, .12 ANGLES t2° SAP MATERIAL MASTER FINISH STD GALVANIZED MATERIAL A36, AL 5052 ry 5 $ 3=$ ilk 9 NAME DATE TITLE METROCELL, POLE BRACKET KIT,4X 2203-NO SHROUD CEmp 12/0411 A, AD RE SCALE IDIDICLIKENTN7 1:16 SSC760242657NS MICRO ECN 1 3Q WCF%AREA MODEL I DRAWING SHEET n V tSPSION STATUS REVISION VERSION STATUS REVISION 1 OF 1 A — COMBO BRACKET SPECIFICATIONS 1 40000 -*"a �ww 0' a t & t PREPARED BY (& Engineering Associates, LLC POLYGON NAME SOULK IIIIr STRUCTURE NUMBER I 02 STRUCTURE OWNER ATT — NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610' LONG:—97.155059------------------ - DATE REVISIONS PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNEDBY: ADNAN TRSONJA PROJECT #: 91000017266 SHEET NAME EOUIPMENT SPECIFICATIONS SHEET NUMBER C-13 NOT TO SCALE PREPARED FOR Fiber Demarcation Box 1 Splicer Dark Fibers to/fray„ W,,h 70CL650 A'A _, P!_ HT In In +n 'C] v v � � � � AC SQL1rCe + + ` • RRH-1: 4449 Dual Band B12/65 4T4R Radio (No Shroud ) ' RRH 2: 441-5 B25 or 4426 B66 4T4R Radio ' No LAA Radio T.I ri; Tel T.4 RRHA BUMS - 4449 I PSU I 7m TK3 TX3 TX4 RrI FW OW TUN RR1+2 1325,I44IS tr BB6,d428 I nu I ,VL C :It RI for LTF Lis nsed Rad ias; & Fronthaul preferred for New Deployments IB 4449 Radio must be CPRI-cascaded on Single Band 4415/26 Radio Ini SFPs For inter -Radio CPRI Chain Fronthaul Fbers/CPRIs needed for LTE Licensed Radios with Sidi ' 1 Fronthaul Fiber Pars/CPRIs needed for LTE Licensed Radios with Uni Link 1�1111 RoOn llama fill lllll� Omp RMFAW un 1�1= a11r3 ■ 10 bn W II 10 rr1 Lkl 9 -C1 A hm TYPICAL PLUMBING DIAGRAM AC tut -off switch I AC source el, �_w �0' at&t PREPARED BY �j Engineering 7T Associates, LLC POLYGON NAME SOULK rSTRUCTURE NUMBER 020� STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610' LONG:-97.155059' DATE REVISIONS PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNED BY: ADNAN TRBONJA PROJECT #: 91000017266 SHEET NAME TYPICAL PLUMBING DIAGRAM [SHEETNUMBER C-14 GENERAL CONSTRUCTION 1 FOR THE PURPOSE F CONSTRUCTION RA THE F DEFINITIONS HA APPLY: 0 E U OSE 0 CONS UC ON DRAWINGS, E FOLLOWING DE N ONS SHALL GENERAL CONTRACTOR - CONTRACTOR: (CONSTRUCTION) OWNER - AT&T I 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 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 SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 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 PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. STRUCTURE IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, TECHNICIANS. REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE 33. PERFORMANCE OF WORK. 34. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. & THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 35. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T AT&T GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 37. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 38. ALL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 39. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 59. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 60. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. GENERAL CABLE AND EOUIPMENT NOTES 61. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 62. CONTRACTOR SHALL REFERENCE THE STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBU TION/ROU TING. 63.ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 64. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50 F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT I REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS 65.ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 66. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. ROW STAND ALONE CONSTRUCTION NOTES 67.NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" [.038M]. 68. 90 SHORT SWEEPS UNDER ANTENNA ARM. ALL CABLES MUST ONLY TRANSITION ON THE INSIDE OR BOTTOM OF ARMS (NO CABLE ON TOP OF ARMS). 69. USE 90 CONNECTOR AT CABLE CONNECTION TO ANTENNAS. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING "ZINC 70. PLACE GPS ON ARM WITH SOUTHERN SKY EXPOSURE AT MINIMUM 6' [1.83] FROM TRANSMIT ANTENNA, WHICH IS OCCUPANTS THAT ARE TO BE AFFECTED BY THE THIS CONFIRM TO 40. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 24" [.61M] AWAY FROM CENTER OF POLE. LIKELY WORK UNDER CONTRACT. WORK SHALL (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 71. USE 1/2" [.013M] CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 41. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 72. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO PREVENT WATER INTRUSION. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE 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 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. MANUFACTURER'S RECOMMENDATIONS. 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. 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. TO BEGINNING CONSTRUCTION. 46. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA 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 +/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND-00276. 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 I 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 47. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 48. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL 49 REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 50. 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 51. IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS 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) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH 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. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT 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 SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 52. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 53. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). COAXIAL CABLE NOTES 54. 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 IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 55. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL 56. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND-00027 LATEST VERSION. 57. ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 58. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC, S�ftwwwl at&t PREPARED BY Engineering Associates, LLC POLYGON NAME SOULK rSTRUCTURE NUMBER 020� STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610* LONG:-97.155059- DESIGN REVISIONS r7777.ATET REVISIONS PREPARED BY APPROVED BY: ENGINEERING ASSOCIATES DESIGNED BY: ADNAN TRBONJA PROJECT #: 91000017266 SHEET NAME GENERAL CONSTRUCTION NOTES SHEET NUMBER C-15 EA REGISTRATION H F-12683 FLAGGER AH EAD CONES: CONES SHALL BE PREDOMINANTLY ORANGE AND SHALL BE MADE OF MATERIAL THAT CAN BE STRUCK WITHOUT CAUSING DAMAGE TO THE IMPACTING VEHICLE. FOR DAYTIME AND LOW -SPEED ROADWAYS, CONES SHALL BE NOT LESS THAN 18 INCHES IN HEIGHT. WHEN CONES ARE USED ON ROADWAYS OF 45 MPH OR GREATER, OR NIGHT ON ANY ROADWAY, OR WHEN MORE CONSPICUOUS GUIDANCE IS NEEOEO,CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. POSTED SPEED LIMIT: 30 MPH ADVANCED WARNING SIGN SPACING: (A) 120 FT TAPER LENGTH: (L) 180 FT DEVICES FOR TAPER: 13 (MIN.) DEVICE SPACING ON TAPER: 30 FT ON TANGENT: 60 FT • ADJUSTED TO THE SITE SPECIFIC CONSTRAINTS. UTILITY , WORK O AHEAD 35' BOC 0 I 0 / WORK AREA POLE LEOCATI ON FLAGGER AHEAD UTILITY WORK AHEAD TAPER LENGTH CRITERIA Type of Toper Merging Taper Taper Length _�— at least L - Shlfting Taper at least 0.5 L --- Shoulder Taper at bast 0.33 i. One -Lane, TWo-Way Traffic Toper I 50 feet minimum, 100 toot maximum y Downstream Taper 50 feM minimum. 100 feel maximum Table 61-11-3. Suggested Advance Warning Sign Spacing Road Class'rficaiian Posted Speed (MPH) Sign Spacing "X" (Feet) Conventional Highway 25 100 30 120 35 160 40 240 45 320 s0 400 Soo 55, 60, 600 65, 700 70• Soo 75' 900 00' 1000 Expressway ar Freeway All Speeds I See Typical I Applications " Distance between signs should he increased to have 1500 feet advance waming. (See Section BC.04.07) Distance between signs should be increased to have 112 mile or more advance waming (See Section 5C.04.05) Table 6114. Merging Taper Lengths and Spacing of Channelizing Devices *Minimum ❑esiratJle Taper Lengths Suggested maximum Spacing of Channelizing Devices Po ed Formula 10' Offset 11' Offset 12' Offset On a taper On a tangent 30 z L=WS 160' 1 W 100' 37 60' 35 205' 225' 1 245' 35' 70' 40 265' 295' 327 47 80' 45 L-WS 450' 495' 547 45' 90' 50 55 500' 557 600' S7 100' 550' 605' 660' 55' 110 120' 60 Soo, 667 727 67 65 650' 715' 790' 65' 130' 70 700' 777 847 77 140' 75 750' B25' 900' 75 160' 80 800' 8a0' 960' 97 160' Taper lenghts have been rounded off. L - Length at Taper (Feet) W -Width of Offset (Feet) S - Pasted Speed (MPH) PREPARED FOR a t & t PREPARED BY N 1 Engineering Associates, L L C POLYGON NAME SOULK [STRUCTURE NUMBER 020 STRUCTURE OWNER ATT - NCW STRUCTURE ADDRESS 580 S WHITE CHAPEL BLVD SOUTHLAKE, TX 76092 STRUCTURE COORDINATES LAT: 32.934610* LONG-97.155059° NO. DATE REVISIONS PREPARED BY APPROVEDBY: ENGINEERING ASSOCIATES DESIGNED BY: ADNAN TRBONJA PROJECT #: 91000017266 SHEET NAME TRAFFIC CONTROL PLAN SHEET NUMBER C-16 EA REGISTRATION # F-12683