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HomeMy WebLinkAboutZ-6848-E MapH xxxst`tk551pi5���hir OF,51, .... _ r� a° 4e 'r,` ' v SLATE OF C AN1CA'>,L5A5 r 1r1. i'[iB 5L'i1461'LYG, LLC. 4ryrl, �_YA5-�1'1l~ rrholinnniss's.+} NOTES: 1. Boundary lines are shown per Geographical Inrormation System data. Further boundary fies would be necessary to determine the exact locations of property lines. 2. Water and waste water locations are shown per data provided from Pulaski Area Geographic Information System rPAGIS) Underground utility marking pnor to excavation will be necessary to determine exact loration of existing utilities I I I I I I I I �I I �I I f I I I Existing Bulkfi g I I _ IV 4 �I f I I I I I I I I 1 I � I I I Evils,$ 8uilving F:I:elr,7 &dKFW G I I I I I I Concrete Sidewalk Canuete Parking Area 0. Concrete Walk Exut(ng Bolding 615 Parcel Um fI = fence Line as noted p = Slumr Oraln Mart = Sanhary Sewer Manhole • • - - ❑75 Parrel tine Under(iroun f Water Une = Underground Sanitary Sewer w = Power Pok -w-w- - = Overhead Utility = Water Valve i = Water Meter -d = Fire Hydrant J- = Gory Anchor Q - Sign O = Tree o = Bollard Pok = GasValve I = Gas Meter O = Underground Utility Vault 0 = Fiber Optic Lke Marker Y = Underground Cable Marker r( . Traffic Signal Pole e = Water Manhole Lid (D= Telephone Pedestal X = Light Pok 0 10 20 30 PROJECT: AT&T SMALL CELLS OVERALL SITE PLAN TWIN CREEKS SURVEYING, L. L.C. DRAWN BY:A, COOKE P.O. Box 456 Vilonia, AR 71173 APPROVEDBv! ACAOKE Phone. 501.425.3808 DATE: 8/04/18 rwsn[rvcl ss,rrntna 91lnliJ [:]m SHEET NO. I 1 OF 2 L 1.11nn,rr SS f 44-LKAN LLC'; n i v;`zz 4y w Yy1��Lg rr�rr'nlrmptnte} �'��` NOTES: 1- Boundary ptw ipe +hewn per GCpgrahh Rol Ia[OrmatuXl Syaoro dtta. Further boundaryM4 Would be a[fSilaly to da[e+mhte+he eras [ 1pcatidns of prppnrly Inlet I. wakr Mdwaete water kcaUtni Nt Wawn W data IYQ4&d Irotn Pulaski Area Geographic Information 5ystem(PAG15) Underground utility marking pnor toercavation will be necessary to determine exact location of existing uldilies. Fence Line as noted 0 Storm oral" Manhole 6 = Sanitary Server Manhole --- = GIs Parcel Lim Underground Water llne = Underground Sanitary Sewer e power Pole overhead Utility = Water Valve I = Water Meter 7 = Fire Hydrant J. = Guy Anchor Q = Sig. = Tree o = Dollard Pole = Gas Valve I = Gas Meter LD = Underground Utility Vault m = Fiber Optic Une Marker Underground Cable Marker Tf. = Traffic Signal Pole ® = Water Manhole Lid m = Telephone Pedestai X =Light Pole 0 10 20 30 7 ti` �' '���.;R'..'-.:.`� -�� � ,�+ rT; r. -��i'- � '. •�. •. . i �_ r It , 1� - . -t r I_ _. - ..Yip , +•ylLw'� �- i t' • r �•. � � i I r„r ~y :wr .�. 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THE SCOPE WILL CONSIST OF THE FOLLOWING: • INSTALL (1) PROPOSED 30' UTILITY POLE (BY OTHERS) • INSTALL (1) CANISTER ANTENNA • INSTALL (1) ANTENNA MOUNT INSTALL (3) RADIO UNITS WITH ENCLOSURE INSTALL (1) METER SOCKET INSTALL (1) LOAD CENTER GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION, A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. ENGINEERING 2012 INTERNATIONAL BUILDING CODE (IBC) OR ADOPTED CODE 2014 NATIONAL ELECTRIC CODE OR ADOPTED CODE TIA/EIA-222-G CODE OR ADOPTED CODE IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL. PROJECT INFORMATION SITE ADDRESS: 1511 PICKERING DRIVE 7-1 LITTLE ROCK, AR 72211 SITE CONTACT: NA FA NUMBER: 14814013 NODE USID: 196074 COUNTY: PULASKI LATFRUDE (NAD 83): 34-767733' LONGITUDE (NAD B3): -92.407456' GROUND ELEVATION: 472' AMSL ANTENNA TIP HEIGHT: t26'-0" AGL ZONING JURISDICTION: NA ZONING DISTRICT: P A.P•N,: 431_1280002601 OCCUPANCY GROUP: U CONSTRUCTION TYPE: I -B POWER COMPANY: -= TELEPHONE COMPANY: AT&T RF ENGINEER: DANIEL ALLBRITTON DA2774®A7T.COM LEASING AGENT: LAURA MOONSHOWER (630) 590-0562 ZONING AGENT: SANDRA MOORE 9R1.. (630) 590-0570 CONSTRUCTION MANAGER: MATTHEW LUNEY v (913) 458-9606 CONTACT INFORMATION ENGINEER: BLACK & VEATCH CORPORATION 6800 W 115TH ST., SUITE 2292 OVERLAND PARK, KS 66211 CONTACT: MATT DEAN (913) 458-4531 CRAN ROAR RCH 068 7 FA #: 14814013 NODE USID #: 196074 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 DRIVING DIRECTIONS DIRECTIONS FROM AT&T OFFICE: HEAD NORTH ON TECHNOLOGY DR TOWARD ARKANSAS SYSTEMS DR, TURN RIGHT ONTO KIRK RD, TURN LEFT ONTO CHENAL PKY, TURN LEFT ONTO W MARKHAM ST, TURN LEFT ONTO BOWMAN RD, KEEP LEFT ONTO MARA LYNN RD, GO STRAIGHT ONTO ACCESS ROAD, GO STRAIGHT ONTO NAPA VALLEY DR, TURN RIGHT ONTO PLEASANT TREE DR, TURN LEFT ONTO PICKERING DR, SITE WILL BE ON THE RIGHT. �Y,.• r` `r DRAWING INDEX LOCATION MAPS 7-1 TITLE SHEET A-1 OVERALL SITE PLAN A-2 VICINITY MAP A-3 NO SCALE A-4 ELECTRICAL AND GROUNDING DETAILS LOCAL MAP NO SCALE p BrgelDill ELECTRICAL DETAILS a POLE GROUNDING ELEVATION AND DETAILS SHAWBRIDGE U1 +4kp2 LEGEND AND ABBREVIATIONS GN -2 GENERAL NOTES ■■ we P C� l� 4IR ir�Y� y � DRi NGO LN _ _ _ _ •. rr Roland- • - - - t L -ti 9•F L COCONO VALLEY OR r tll Al WWy+rr ya pyx, .q G�*?o rte,. RE IDS O� Club z sptrwqod 9R1.. v - )I LtWRaG1� I OgEIegLLL�I Stitt g g � 1_z ,� ' ^� . *Sweet Horne f=�h abefvale a o r..y Via"" . G � . • `*Alexander .' �A,, w` s NN Bryant �Wnghtsvlll ; F 111 Tann • Bauxite' LVI-KJdson Hensley y e - 8270' A90°B .. _ . \¢ _ - 8270°r 90°� n z T RP.Tiit P. �� cnialvooD OR IRO' �e- DRIVING DIRECTIONS DIRECTIONS FROM AT&T OFFICE: HEAD NORTH ON TECHNOLOGY DR TOWARD ARKANSAS SYSTEMS DR, TURN RIGHT ONTO KIRK RD, TURN LEFT ONTO CHENAL PKY, TURN LEFT ONTO W MARKHAM ST, TURN LEFT ONTO BOWMAN RD, KEEP LEFT ONTO MARA LYNN RD, GO STRAIGHT ONTO ACCESS ROAD, GO STRAIGHT ONTO NAPA VALLEY DR, TURN RIGHT ONTO PLEASANT TREE DR, TURN LEFT ONTO PICKERING DR, SITE WILL BE ON THE RIGHT. �Y,.• r` `r 1111x17" PLOT WILL BEHALF SCALE UNLESS OTHERWISE NOTED SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME � ARKANSAS DRAWING INDEX SHEET NO. SHEET TITLE 7-1 TITLE SHEET A-1 OVERALL SITE PLAN A-2 POLE ELEVATIONS AND RISER DETAILS A-3 EQUIPMENT DETAILS A-4 ELECTRICAL AND GROUNDING DETAILS E-1 ELECTRICAL DETAILS E-2 ELECTRICAL DETAILS G-1 POLE GROUNDING ELEVATION AND DETAILS GN -1 LEGEND AND ABBREVIATIONS GN -2 GENERAL NOTES GN -3 GENERAL ELECTRICAL NOTES ti 5 1111x17" PLOT WILL BEHALF SCALE UNLESS OTHERWISE NOTED SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME � ARKANSAS UNDERGROUND SERVICE ALERT Q 5 ` ONE CALL] or 1-8000-4.4 822-- 8998 48 HOURS BEFORE YOU DIG Know what's below. p— muss — xoUo rs) Call before you dig. at&t AT&T MOBILITY 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 0 BLACK & VEATCH 7760 FRANCE AVENUE SOUTH SUITE 120D BLOOMINGTON, MN 55435 PROJECT NO: 129087:1062 DRAWN BY: SNU CHECKED BY: AM 1 07/11/19 ISSUED FOR CONSTUCTION 0 02/19/19 ISSUED FOR CONSIUCTION REV DATE DESCRIPTION f/'SSATEoF — r ARKANSA5 % 18090 , y E� i 10/14 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT, RCH_068_1 14814013 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 PICO SMALL CELL SHEET TITLE TITLE SHEET SHEET NUMBER Tml ` rJ�� i �! PLERSi4nF,_��lLE]:BR•i �C�`T;!-� � . sEiLa s'�' ZGruSLrr 1 i' " f fr THIS DRAWING IS J , NOTA SITE SURVEY f x 9p +I .+�� X ' 1 THE PURPOSE OF THIS DRAWING IS �1N I + TO SHOW HOW THE DEVELOPED SITE RELATES TO THE PARENT PARCEL AND Z ADJACENT PROPERTIES. R.O.W. --^ A MEASUREMENTS ARE APPROXIMATIONS. } 4 N .GOVE OTii 'kj tn. { I h�z = -v_._, s EXISTING FENCE r A.P.N. A.P.N. A.P.N. COBBLE MILL 431-1280200100 143E-1280200101 431-1280200200 _ \/ W x� ,.fesS C IC{N�ER Oit Y f �/ I SITE PLAN MAP NO SCALE f 1 % o + I! at&t AT&T MOBILITY 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 0. BLACK & VEATCH 7760 FRANCE AVENUE SOUTH SUITE 120D BLOOMINGTON, MN 55435 r PROJECT NO: 129087:1062 A.P.N. A.P.N. 1511 PICKERING DR 1 a / DRAWN BY: SNU 431-1280002500 43L1280002600 A.P.N., f 431-1280002601 � I � � r CHECKED BY: AM 1 I Na NEAREST EXISTING 1 STRUCTURE Q EXISTING GRASSY Q J AREA (TYP) �. I1 `/ 4 EXISTING PROPERTY Q LANE (TYP) W Nzi —a + o PROPOSED R HAND HOLE A -a PROPOSED UNDERGROUND CONDUIT FROM PROPOSED HAND HOLE TO PROPOSED POLE - Q I a _ A -2Q `o IN W 4/ a SITE LOCATION �� w �' 4 l% RCH_068_1 w„A allo -aHO M _ dH0 EXISTING P IOLE EXISTING OVERHEAD CHANDRIDGE PARK y POWER (TYP) _ CENTERLINE OF I ROAD (TYP) i n v� - — PICKERING DR EXISTING RIGHT-OF-WAY - (TYP) 1 07/11/19 ISSUED FOR CONSTUCTION C 02/19/19 ISSUED FOR CONSTUCTION REV DATE DESCRIPTION g'CATEOF illllj A RKY AS { ��Q 0.18090 `'S P r��1�%/%%��'# 10/14/2019 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EXISITNG SIDEWALK (TYP) _ r EXISTING SEWER RICH _068_1 LINE (TYP) 14814013 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 N - - - `I �li - �� ,1, LINEr(TVPjATER PICO SMALL CELL 0' d EXISTING EXISTING \L/ CURB (TYP) BUILDING (TYP) r SHEET TITLE A.P.N. A.P.N. ®JJs ay0 431-1 280000800 �, / 431-1290001300 I OVERALL SITE PLAN ' � � ■ <270° 90°B 0ryryy /ism W W W W �r0 SHEET NUMBER OVERALL SITE PLAN Q 8' 4' 0 8 is” A NO POLE CURRENTLY EXISTS AT THE PROPOSED SITE NOT USED NOTES 1. ALL PROPOSED EQUIPMENT TO BE PAINTED TO MATCH POLE. 2. PROPOSED POLE SHALL BE FIELD -CUT TO THE INDICATED AGL HEIGHT, AND CUT END SHALL BE PRESERVATIVE -TREATED. (1) PROPOSED CANISTER ANTENNA ON PROPOSED ANTENNA MOUNT T 1 A-3 A-3 PROPOSrn (3) PROPOSED RADIOS (2) PROPOSED DIPLEXERS AND (1) PROPOSED AC LOAD CENTER- 15'-5- ENTER ' AGL TOP OF PROPOSED ANT NNA F MQP ANTENNA TT V E PROPOSED ANTENNA 2 AOL 7OLDLTflLPgff& RADIO 11 ENCLOSURE PROPOSED CONDUIT RISER FOR COAX 1 " ABOTTOM OF PROPOSED RADIO AL ENCLOSURE PROPOSED 30' UTILITY POLE PROPOSED FIBER CONDUIT RISER PROPOSED CANISTER ANTENNA 0 C�kj0pR1DGE PARK pR ANTENNA SPACE PLAN VIEW PROPOSED EQUIPN�"' PROPOI PI( NO SCALE 1 1 3 PROPOSED METER SOCKET I A-4 PROPOSED AC POWER RADIO SPACE PLAN VIEW CONDUIT RISER '.-o. F PR M ExiSTING G1tADE CHANDRIDGE DRIVE PROPOSED 1-1/2" CONDUIT FOR FIBER WITH 90' SWEEPS PROPOSED 2" CONDUIT TO UTILITY P.O.C. PROPOSED FIBER 0 HAND HOLE A-4 III- -III 12" 6" 0 1' 2' 3' 4' 5' NO SCALE A PR POSED EAST ELEVATION PROPOSED PICKERING DR B I E UIPM£NT PLAN VIEW PROPOSED METER SOCKET PROPOSED FIBER sllq at &t AT&T MOBILITY 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 0, BLACK & VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 PROJECT NO: 129087:1062 DRAWN BY: SNU CHECKED BY: AM 1 07/11/19 1 ISSUED FOR CONSTUCTION 0 02/19/19 ISSUED FOR CONSTUCTION REV DATE DESCRIPTION yjAJE° 0:0 ARKANSAS 18090 10/14/2019 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. AND COAX CON.— N PROPOSED AC POWER CONDUIT RCH_068_1 pR 69 �� PRK P1511 D212E NO SCALE 2 PICKERING DR B I E UIPM£NT PLAN VIEW PROPOSED METER SOCKET PROPOSED FIBER sllq at &t AT&T MOBILITY 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 0, BLACK & VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 PROJECT NO: 129087:1062 DRAWN BY: SNU CHECKED BY: AM 1 07/11/19 1 ISSUED FOR CONSTUCTION 0 02/19/19 ISSUED FOR CONSTUCTION REV DATE DESCRIPTION yjAJE° 0:0 ARKANSAS 18090 10/14/2019 R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. AND COAX CON.— PROPOSED AC POWER CONDUIT RCH_068_1 pR 14814013 PRK P1511 D212E CHA�pR14G£ LITTLE ROCK, AIR 1 PICO SMALL CELL SHEET TITLE POLE ELEVATIONS AND RISER DETAILS py A ^o SHEET NUMBER s" A-2 NO SCALE 3 GALTRONICS G02410-06621 CANISTER ANTENNA1� 0.0"m CONCEALFAB 007951 CONCEALFAB 008530 DIMENSIONS HxWxL: 19.875"x12.76"x12.76" (454x324x324 mm)ADAPTER FOR ANTENNA DIMENSIONS HxW: 11.46"x7.00"0 (2912176 mm) DIAMETER: 10,0" (254mm) WEIGHT: 23 lbs (10.3 kg) HEIGHT: 24.9" (634mm WEIGHT (NO ANTENNA): 7.8 lbs (3.5 kg) ATTACH ADAPTER PLATE TO ��� 0. DETAIL IS FOR GRAPHIC REPRESENTATION, CONTRACTOR MUST SLEEVE AFTER ATTACHING VOLUME: 1.13ft' 1276" REFERENCE MANUFACTURERS DRAWINGS PRIOR TO CONSTRUCTION. ANTENNA ADAPTER JJ TOTAL WEIGHT (WITHOUT CLAMP): 16.3 lbs (7.4 kg) CONNECTOR INTERFACE: 4.3-10 DIN FEMALE - RF CONNECTOR LOCATION: BOTTOMUSE HARDWARE TO ATTACH t��j AT&T MOBILITY N ANTENNA ADAPTER TO 1001 TECHNOLOGY DRIVE RF CONNECTOR QUANTITY: 10 ADAPTER PLATE LITTLE ROCK, AR 72223 I 6.20" m UNIVERSAL 3x0.B1 CLEARANCE ^� CANTENNA - FOR 03/4" LAG/TIE SLEEVE BOLT (NOT SUPPLIED) m � vt FASTENERS USED 0 Lel N m FOR LEVELING ni O ® a 3x0.39"x1.25" O OO' O OO' O 6 SLOT FOR 1" WIDE =m 2" NOM PIPE STUB O BAND STRAPS m _ O O 1"-14 BOLT (NOT SUPPLIED)91 (BY OTHERS) FRONT VIEW ARRANGEMENT FITS POLES ARRANGEMENT FITS POLES BLACK & VEATCH ® LARGER POLE 5-1/4"0 TO 7-1 4" 0 77=1 /4"0 TO 14/8"0S 7760 FRANCE AVENUE SOUTH • DETAIL IS FOR GRAPHIC REPRESENTATION, CONTRACTOR MUST FRONT VIEW SECTION A MOUNT ASSEMBLY SUITE 1200 REFERENCE MANUFACTURERS DRAWINGS PRIOR TO CONSTRUCTION. BLOOMINGTON, MN 55435 ANTENNA SPECIFICATIONS NO SCALE 1 WIDE DIAMETER POLE TOP MOUNT NO SCALE 2 ANTENNA SLEEVE MOU T NO SCALE 3 PROJECT NO: 129087:1062 CHARLES SHRD60-051 x57 ERIC550N RR1J_�j2205 RADIA 11 4.13" DIMENSIONS, WxDxH: 13.5'04.3N46.1 -DRAWN BY: SNU LENGTH: 7.6" (200mm) 7.8" CHECKED BY: AM WEIGHT: 60 lbs [MAX LOAD 135 lbs] i 1� 1 WIDTH: 7.8" (200mm) INTERNAL VOLUME: 5.15 ft' �- _ � ` f DEPTH: 3.93" (100mm) ERICSSON RRUS MOUNTING: (3) 1/2" BOLTS, (6) STRAPS 2203/2205 (TYP) (1) 7" OFFSET KIT P/N: 97 -002309G -A TOTAL WEIGHT: 2203: 9.92 lbs (4.5 kg) (1) POLE FLUSH MOUNT KIT, MATCH CLR j 2205: 11.02 lbs (5 kg) P/N: 97-SHRD60051x-A 1 POSSIBLE EQUIPMENT: (4) 2203/2205 RADIO, AC TO DC PWR, DIPLEXERS/COMBINERS/SPLITTERS, - FIBER TERMINATION/SLACK STORAGE - 3.93" { PWR TERMINATION/DISCONNECT - I I �I��ARKANSAS PLAN VIEW FRONT VIEW SIDE VIEW RGI ERED EQUIPMENT ENCLOSURE S. NO SCALE 4 RADIO SPECIFICATIONS NO SCALE 5 ERICSSON SUP 6503 DUAL RADIO MOUNT DETAIL NO SCALE 6 SIONAL PACTECHSOI_ PTS90123 COMMSCOPE B 1923T-4310 E 1 F13P06 DIMENSIONS, HxWxD (VOLUME): 16.15"x6.68"x6.265" (0.39ft') DIMENSIONS, WXD%H: 4.6"x1.8"x8.3" (116x46x212mm) r Y 1~v CONNECTORS: MODULES: (4) 4.3-10 DIN FEMALE •♦f,�•�, OPERATING VOLTAGE: 120 VAC 6.265" ANT: (2) 4.3-10 DIN FEMALE 1p/14/ZG19 MAIN BREAKER: 60 amps WEIGHT: 4.9 lbs (2.2 kg) O R IS A VIOLATION OF LAW FOR ANY PERSON. NUMBER OF BREAKERS (MAX): (5) UL -469 BREAKERS; ONlOF THLY ARE ACTIHC UNDER YEN NEER. MRECTMN 0-25 amp; DUAL SPD OF A LICENSED10&X PROFESSK]NNAL fHC.H1EfR. TO ALTER TNF+ DOCUMENT. POWER INPUT WIRE SIZE: #14-#4 awg CU -AI a 'n POWER OUTPUT WIRE SIZE: #14-#4 awg CU -AI RCH-068-1 0•7" 6.4 14814013 NEUTRAL & GROUND CONTACTS: #14-#4 AWG CU -AI a of I 0.7" T _ 151 1 PICKERING DRIVE TOTAL WEIGHT: 13 lbs M LITTLE ROCK, AR 72211 PICO SMALL CELL nt N WWI SHEET TITLE M EQUIPMENT DETAILS ry W06 -68r" EXTERNAL SHEEP NUMBER GROUND POINT A-3 NOT USED NO SCALE 7 LOAD CENTER DETAIL NO SCALE 8 COMBINER SPECIFICATIONS NO SCALE 9 SHRD60-°51x6 ERICSSON MODELS MODEL COLOR � � I a �I �_ - - t o�/tt/t9 ISSUED FOR CONSNLTION 0 02/19/19 ISSUED FOR CONSNCTION REV DATE DESCRIPTION D6GN1 GRAY F6GN1 BLACK ATIONAL G6GN1 PARK BROWN �I��ARKANSAS PLAN VIEW FRONT VIEW SIDE VIEW RGI ERED EQUIPMENT ENCLOSURE S. NO SCALE 4 RADIO SPECIFICATIONS NO SCALE 5 ERICSSON SUP 6503 DUAL RADIO MOUNT DETAIL NO SCALE 6 SIONAL PACTECHSOI_ PTS90123 COMMSCOPE B 1923T-4310 E 1 F13P06 DIMENSIONS, HxWxD (VOLUME): 16.15"x6.68"x6.265" (0.39ft') DIMENSIONS, WXD%H: 4.6"x1.8"x8.3" (116x46x212mm) r Y 1~v CONNECTORS: MODULES: (4) 4.3-10 DIN FEMALE •♦f,�•�, OPERATING VOLTAGE: 120 VAC 6.265" ANT: (2) 4.3-10 DIN FEMALE 1p/14/ZG19 MAIN BREAKER: 60 amps WEIGHT: 4.9 lbs (2.2 kg) O R IS A VIOLATION OF LAW FOR ANY PERSON. NUMBER OF BREAKERS (MAX): (5) UL -469 BREAKERS; ONlOF THLY ARE ACTIHC UNDER YEN NEER. MRECTMN 0-25 amp; DUAL SPD OF A LICENSED10&X PROFESSK]NNAL fHC.H1EfR. TO ALTER TNF+ DOCUMENT. POWER INPUT WIRE SIZE: #14-#4 awg CU -AI a 'n POWER OUTPUT WIRE SIZE: #14-#4 awg CU -AI RCH-068-1 0•7" 6.4 14814013 NEUTRAL & GROUND CONTACTS: #14-#4 AWG CU -AI a of I 0.7" T _ 151 1 PICKERING DRIVE TOTAL WEIGHT: 13 lbs M LITTLE ROCK, AR 72211 PICO SMALL CELL nt N WWI SHEET TITLE M EQUIPMENT DETAILS ry W06 -68r" EXTERNAL SHEEP NUMBER GROUND POINT A-3 NOT USED NO SCALE 7 LOAD CENTER DETAIL NO SCALE 8 COMBINER SPECIFICATIONS NO SCALE 9 MILBANK RINGLESS METER SOCKET U1773—XL—TG—KK (OR UTILITY APPROVED ALTERNATE) . U/L MNTG. EMBOSS FCA243624T-00006 FIBERGLA5VPCX POLYMER CONCRETE ASSEMBLY NOTICE ���1 RFene amatedbythis device may exceed theFCC's eneral C�.I Sdaataway0un from the deVlDe. Sp DIMENSIONS (LxWxH)36"x24"x24" : DIMENSIONS (HxWxD): 14.56"x11.00"x4.125" (TYP OF 7) STANDARD: UL LISTED VOLTAGE RATING: 600V o 0 AMPERAGE RATING: 200A WEIGHT: 14 lbs INTERIOR DIMENSIONS (LXWXH): 33"X21 "X21 • DROP-IUS APPROVED DROP-IN NAMEPLATE • SHIPPED ASSEMBLED Ra SKID RESISTANT COVER S 5 5 8• • STAINLESS STEEL BOLTS CAST-IN FLOATING NUT BOX INTEGRAL DRAIN HOLES CaU8public ez63&2822 for a� Cal7ti0a63&-2B22fOF11ef J needaCL�55W7U11Difoat at&t Y _ _ AT&T MOBILITY RF NOTICE DECAL A CAUTION AT&T operates antennas at this structure. AT&T operates antennas at this structure. PHASE: 1 PHASE o n a FREQUENCY RATING: 60 HERTZ ENCLOSURE: TYPE 3R, G90 - GALVANIZED STEEL WITH o o t POWDER COAT FINISH �u� 11.00" 4.125" 3.625" 3.625" m 3/4, 1, 1-1/4, n 1-1/2, 2, 2-1/2 a METER DETAIL SHOWN AS EXAMPLE. CONC. K.O. CONTRACTOR IS TO ENSURE METER BASE (TYP OF 6) MEETS LOCAL UTILITY REQUIREMENTS. 1 1/4 SOLID K.O. LOAD RATINGS: p 1 � INCIDENTAL TRAFFIC - PARKING LOT, SIDEWALK CONFORMS TO: WUC 3.6 • ASTM C 857 s7 7/d • ANSI/SCTE 77-'T75/20K" 7 1 i- INSIDE DIMENSIONS a4' Length Width Deoth 33 1/8 21 1/2" 21" 43 7/8" 32 3/6" Above INS point you are enteringg an area where radio frequency (RF fields may exceed the FCC General Population Exposure limits. Follow safety guidelines for working in an RF environment. Keep1❑ ft. away from the fronts of antennas. Contact AT&T at 800-838-2822, opt. 9, 3 and follow their Instructions pr[arto erformirl and maintenance or repairs F 9 P above Ibis point. This is AT&T Site USID Above this point you are entering an area where radio� uency (RF fields may exceed the Fi:C: General �=pational Exposure limits. Follow safety guidelines for working in an RF enviFonment. Keep1❑ ft. away from the fronts of antennas. Contact AT&T at 800-638-2822, opt. 9, 3 and follow their instructions prior to erformin and maintenance or repairs P 9 P above Is point. Cell Site USID 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 " BLACK & VEATC H EME PLACARD DECAL 7760 FRANCE AVENUE SOUTH 1/4, 1/2 SOLID K.O. NOTE: SPECIFIC AFrER EMEERORTPLACARD WILL BE SUITE 1200 BLOOMINGTON, MN 55435 METER SOCKET SPECIFICATIONS NO SCALE 1 HAND HOLE SPECIFICATIONS NO SCALE 2 RF SIGNAGE DETAIL NO SCALE 3 PROJECT NO: 129087:1062 DRAWN BY: SNU CHECKED BY: AM 1 D7/11/19 ISSUED FOR CONSTUCTION 0 02/19/19 ISSUED FOR CONSTUCDON REV DATE I DESCRIPTION O,•-�� t�j,9�AlE r ARKANSAS T1r Tk 1k � REGI ERED : SIONAL i 1849Q 1 NOT USED NO SCALE 4 NOT USED NO SCALE 5 NOT USED NO SCALE 6 _tcy 1/►►� r' 10/14/2019 IT IS A 1AGIAMON DF LAWFOR AArt P[RSDR. UNLESS THEY ARE ACTINO UNDER THE DIRECTOR OF A LICENSED PROF[SSIOi1AL ENGINEER, To ALTER THIS DDCUMm1r. RCH_068_1 14814013 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 PICO SMALL CELL SHEET TITLE ELECTRICAL AND GROUNDING DETAILS SHEET NUMBER A-4 NOT USED NO SCALE 7 NOT USED NO SCALE 8 NOT USED NO SCALE 9 1. ALL NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER THWN-2, THW-2, RHW-2. XHHW-2 WIRE UNLESS NOTED OTHERWISE. 2. ALL INSTALLED CONDUCTORS AND SIGNAL CABLES TO BE CLEARLY MARKED "AT&T SMALL CELL" WITH BRASS OR FIBERGLASS TAGS. 3. ALL GROUNDING AND BONDING TO BE PER THE RECOGNIZED EDITION OF THE NATIONAL ELECTRIC CODE (NEC). 4. ONT96MR TO FOLLOW APPLICABLE DIAGR.4U BASED ON -PROVIDED ELECTRICAL SERVIOE_ 5, CONTRACTOR TO ENSURE METER BASE AND DISPONNECTUTILITY REQUIREMENTS, NOTES NO FROM TO CONFIGURATION #12 AWG INCOMING ELECTRICAL PROPOSED METER CONDUCTORS AND CONDUIT 460'-0" SERVICE P.O.C. #8 AWG I PER UTILTY 3% VOLT DROP 0 3.3A AC LOAD CENTER AT&T RADIO #1 (2) #1 CU THHN/THWN-2 ElPROPOSED PROPOSED METER PROPOSED FUSIBLE (1) #1 CU NEUTRAL IN WAIN BREAKER: 30 APPS AC LOAD CENTER SAFETY SWITCH MINIMUM 1-1/2" CONDUIT MOUNT: POLE PROPOSED AT&T SMALL CELL (5) BREAKER LOAD AQA (2) #8 CU THHN/THWN-2 rIE PROPOSED FUSIBLE PROPOSED (1) #10 EGC IN MINIMUM SAFETY SWITCH AC LOAD CENTER 1-11// 4" CONDUIT PANEL STATUS: MBPO150AT&TP+CB PROPOSED (2) #14 CU THWN-2 LI AC LOAD CENTER AT&T RADIO (1) #14 CU EGC 120VAC FEEDER CONDUCTOR MAXIMUM DISTANCE #14 AWG 175'-0" 3% VOLT DROP ® 3.3A #12 AWG 275'-0" 37 VOLT DROP 0 3.3A #10 AWG 460'-0" 3% VOLT DROP 0 3.3A #8 AWG I 700'-0" 3% VOLT DROP 0 3.3A AT&T RADIO #1 AT&T RADIO #2 AT&T RADIO #3 INCOMING POWER 1 SOURCE NO FROM TO CONFIGURATION ETIINCOMING ELECTRICAL AC LOAD CENTER (2) #10 CU THHN/THWN-2 460'-0" SERVICE P.O.C. #8 AWG IN 1-1/4" PVC RISER 3% VOLT DROP ® 3.3A AC LOAD CENTER AT&T RADIO #1 (2) #14 CU THHN/THWN-2 (1) #14 CU GND IN MINIMUM ElPROPOSED EO AMP5 MAIN BREAKER: 401 AMPS 3/4" CONDUIT WAIN BREAKER: 30 APPS AC LOAD CENTER AT&T RADIO #2 (2) #14 CU THHN/THWN-2 (1) #14 CU GND IN MINIMUM MOUNT: POLE PROPOSED AT&T SMALL CELL (5) BREAKER LOAD AQA 3/4" CONDUIT rIE AC LOAD CENTER AT&T RADIO #3 (2) #14 CU THHN/THWN-2 (1) #14 CU GND IN MINIMUM SAFETY SWITCH ENCLOSURETYPE: NI M ]x 1 3/4" CONDUIT 120VAC FEEDER CONDUCTOR MAXIMUM DISTANCE #14 AWG 175'-0" 3.% VOLT DROP 0 3.3A #12 AWG 275'-0" 3% VOLT DROP 0 3.3A #10 AWG 460'-0" 37. VOLT DROP 0 3.3A #8 AWG 700'-0" 3% VOLT DROP ® 3.3A AT&T RADIO #1 AT&T RADIO #2 AT&T RADIO #3 INCOMING POWER SOURCE SYSTEM BONDING JUMPER PER NEC 250.28 1 PROPOSED AT&T SMALL CELL LOAD CENTER WITH DISCONNECT (PTS90123-3-AA777-PN-8) 30A, 120VAC 1 PHASE, 2 WIRE (SEE PANEL SCHEDULE FOR LOADING) El N - - #6 CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66 2 O _ CADWELD 12" 3 rte-` o BELOW GRADE TO 5/8"0 X 10' LONG COPPER -CLAD GROUND ROD 'alfa .AT&T SMALL CELL - PICO IuamQ SYSTEM BONDING JUMPER Mnncl xumBER rACrecxsOLPTSSN1n #12 AWG PROPOSED AT&T PICO SMALL CELL FUSIBLE TE NUMBER: SAFETY SWITCH (GE GED-TG3223R OR APPROVED EQUAL) FHAIE: 100A, 120/240VAC, 1 PHASE, 3 WIRE (N/A IF INTEGRATED INTO METER BASE) t #6 CU EGC PER 'WIRE: •VOLTAGE: 120 'Vd AC SU&SRATWB: 1 SMTIMB: ElPROPOSED EO AMP5 MAIN BREAKER: 401 AMPS 5/6"0 X 10' LONG WAIN BREAKER: 30 APPS - COPPER -CLAD GROUND ROD MOUNT: POLE PROPOSED AT&T SMALL CELL (5) BREAKER LOAD AQA MOUNT: rote MOUNT: POLE OR APPROVED EQUAL) 40A, 120VAC, 1 PHASE, 2 WIRE 0 0 (SEE PANEL SCHEDULE FOR LOADING) SAFETY SWITCH ENCLOSURETYPE: NI M ]x 1-11// 4" CONDUIT PANEL STATUS: MBPO150AT&TP+CB PROPOSED (2) #14 CU THW.-2 PANELSTATUS: PROPOSEOAT&TP+CO BREAKER BREAKER BREAKER SERWCE CKT LOAOOEECRMTION AMPS POLES STATUS LOAD VA D,,.,d F11.1 USAGE PHASEA FACTOR VA USAGE PNASEBVA FACTOR 04A FWM SERVICE BREAKER BREAKER BREAKER LOADVA STATUS POLES AMPS LOAD DESCRIPTION CKT BREAKER BREAKER BREAKER SERVICE CKT 'LOAD DESCRWTION AMPS POLES STATUS LOAD VA b°m°Pd Factor OSAGE FACTOR lRNASEA VA BSA4E PHASE DVA FACTOR D.AMPd F-1. SERVICE BREAKER SIR -BREAKER .040 VA STATUS POLES AMPS LOAD DESCRIPTION CKT 1 AT&T RADIO 01 1. 1 NEW 400 IDO 100 400 1,00 3 AT&T RAOIOM 10 1 NEW 400 5 2 AT&T MDIOI 10 1 NEW 4. 100 1 D ADO 4 too 400 3 AT&TRADIOO] 1D 1 NEW 400 1 D 100 d00 100 100 400 4 4 1, PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST -CONSTRUCTION EQUIPMENT. rxG4 D ® t20 lao •SCHEDULE [TI -PANEL SCHEDULE LOADING AND CIRCUIT NiRANGEMENT5 POST -CONSTRUCTION EDUIPME.T. +zoo 0ECT ® 1� 18.08 i BOEL OF MAlx BaFi1KER 1. PANEL LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST -CONSTRUCTION EQUIPMENT. ID 4 1sG 1D D s 104 OF MAN BREAKER NO SCALE 1 I ELECTRICAL ONE -LINE DIAGRAM - 120V SINGLE PHASE PIC 5118 .AT&T SMALL CELL - PICO Name: SYSTEM BONDING JUMPER MODEL NUMBER PER NEC 250.28 #12 AWG PROPOSED AT&T PICO SMALL CELL FUSIBLE BRE NUMBER SAFETY SWITCH (GE GED-TG3223R OR APPROVED EQUAL) S➢QA 100A, 120/240VAC, 1 PHASE, 3 WIRE (N/A IF INTEGRATED INTO METER BASE) #8 AWG #6 CU EGC PER VOLTAGE: 120 VPI.°A. NEC 250.66 SU&SRATWB: CADWELD 12" ElPROPOSED BELOW GRADE TO MAIN BREAKER: 401 AMPS 5/6"0 X 10' LONG - COPPER -CLAD GROUND ROD MOUNT: POLE PROPOSED AT&T SMALL CELL (5) BREAKER LOAD AQA CENTER WITH DISCONNECT (PTS90123-4-AA777-PN-B MOUNT: POLE OR APPROVED EQUAL) 40A, 120VAC, 1 PHASE, 2 WIRE 0 0 (SEE PANEL SCHEDULE FOR LOADING) 5118 .AT&T SMALL CELL - PICO Name: FROM MODEL NUMBER PaCTEcxsOl Pissm:3 #12 AWG INCOMING ELECTRICAL BRE NUMBER CONDUCTORS AND CONDUIT tVWE 1 #8 AWG WIRE: ! VOLTAGE: 120 VPI.°A. MVI! T SU&SRATWB: d4 AMPs ElPROPOSED METER MAIN BREAKER: 401 AMPS (1) #3/0 CU NEUTRAL IN MAINBREAKER 46 I AMPS MINIMUM 2" CONDUIT MOUNT: POLE (2) #8 CU THHN/THWN-2 MOUNT: POLE PROPOSED FUSIBLE ENCLOSLI-PE: NEMA 3R (1) 010 EGC IN MINIMUM SAFETY SWITCH AC LOAD CENTER 1-11// 4" CONDUIT PANEL STATUS: MBPO150AT&TP+CB PROPOSED (2) #14 CU THW.-2 AC LOAD CENTER BREAKER BREAKER BREAKER SERWCE CKT LOAOOEECRMTION AMPS POLES STATUS LOAD VA D,,.,d F11.1 USAGE PHASEA FACTOR VA USAGE PNASEBVA FACTOR 04A FWM SERVICE BREAKER BREAKER BREAKER LOADVA STATUS POLES AMPS LOAD DESCRIPTION CKT 1 ATAT FAAlOn to 1 Ni- 400 1.00 ioD 400 SERWCE LOAD VA DHAFP4 FIgW 5 2 AT&TIWBIOAO 1D 1 NEW 400 100 100 400 NEW 400 1,00 3 AT&T RAOIOM 10 1 NEW 400 100 1.00 400 2 AT&TRAOION2 10 1 NEW 400 4 too 400 0 AT&TRADIOW 10 1 NEW 400 100 100 400 4 1, PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST -CONSTRUCTION EQUIPMENT. rxG4 D ® t20 lao i Bs OF M101 BREAKER PICO 100AMP 120-240V ELECTRICAL AC ONE -LINE DIAGRAM NO FROM TO CONFIGURATION #12 AWG INCOMING ELECTRICAL PROPOSED METER CONDUCTORS AND CONDUIT 460'-0" SERVICE P.O.C. #8 AWG PER UTILTY 37 VOLT DROP 0 3.3A MVI! T PROPOSED FUSIBLE (2) 03/0 CU THHN/THWN-2 ElPROPOSED METER SAFETY SWITCH (1) #3/0 CU NEUTRAL IN MAINBREAKER 46 I AMPS MINIMUM 2" CONDUIT (2) #8 CU THHN/THWN-2 MOUNT: POLE PROPOSED FUSIBLE PROPOSED (1) 010 EGC IN MINIMUM SAFETY SWITCH AC LOAD CENTER 1-11// 4" CONDUIT PROPOSED (2) #14 CU THW.-2 AC LOAD CENTER AT&T RADIO (1) #14 CU EGC 120VAC FEEDER CONDUCTOR MAXIMUM DISTANCE #14 AWG 175'-0" 3% VOLT DROP ® 3.3A #12 AWG 275'-0" 3% VOLT DROP ® 3.3A #10 AWG 460'-0" 37 VOLT DROP 0 3.3A #8 AWG 700'-0" 37 VOLT DROP 0 3.3A INCOMING POWER 1 SOURCE 4 AT&T RADIO #1 l ]C-- a 4 AT&T RADIO #2 �A O AT&T RADIO #3 1n NO SCALE 1 2 SYSTEM BONDING JUMPER PER NEC 250.28 PROPOSED AT&T PICO SMALL CELL FUSIBLE SAFETY SWITCH (GE GED-TG4324R OR APPROVED EQUAL) 200A, 120/240VAC, 1 PHASE, 3 WIRE (N/A IF INTEGRATED INTO METER BASE) #6 CU EGC PER NEC 250.66 CADWELD 12" BELOW GRADE TO 5/8"0 X 10' LONG COPPER -CLAD GROUND ROD PROPOSED AT&T SMALL CELL (5) BREAKER LOAD CENTER WITH DISCONNECT (PTS90123-4-AA777-PN-8 OR APPROVED EQUAL) 40A, 120VAC, 1 PHASE, 2 WIRE (SEE PANEL SCHEDULE FOR LOADING) 5;1e ,AT&T SMALL CELL - PICO Name: k00EL NUMBER: rAC+ECx30Lrrnrtll SRENU- IPHASE: 1 MVI! T VOLTAGE 176 'V IS AC BI155 KATWO: so AMPS MAINBREAKER 46 I AMPS MOUNT: POLE ENCLOSURE TYPE: NEMA3R PANE. STATUSPROPOSEDAT&-0 BREAI BREAKER CKT LOAD DESCRIPTION AMPS POLES BREA%ER STATUS SERWCE LOAD VA DHAFP4 FIgW USAGE PHASE FACTOR VA V311GE Damend PHASE 8 V FACTOR IRP P SERMCE BREAKER BREAKER BREAKER LOAD VA STATUS POLES AMPS I LOAD DESCRIPTION LRT 1 AT&TRADIORt 10 1 NEW 400 1,00 1.00 400 5 2 AT&TRAOION2 10 1 NEW 400 100 too 400 0 AT&TRADIOW 10 1 NEW 400 100 100 400 4 [TI -PANEL SCHEDULE LOADING AND CIRCUIT NiRANGEMENT5 POST -CONSTRUCTION EDUIPME.T. +zoo 0ECT ® 1� 18.08 i BOEL OF MAlx BaFi1KER NO SCALE 1 3 1 PICO 200AMP 120-240V ELECTRICAL AC ONE -LINE DIAGRAM NO SCALE 1 4 at&t AT&T MOBILITY 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 a BLACK & VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, AN 55435 PROJECT NO: 129087:1062 DRAWN BY: SNU CHECKED BY: AM 1 07/11/19 ISSUED FOR CONSIUCTION 0 02/19/19 ISSUEDFOR CONMC10N REV I DATE I DESCRIPTION +f 61ATE op W.0 4R/ ARKANSAS r .'A0. 18090 'MEY ESA 10/14/2019 R IS A VIOLATION OF LAW FOR ANY P"SLN. UNLESS THEY ARE ACTTp, UNDFIt THE DIRECTION OF A UCENSED PROFESSIONAL D4WEM TO ALTER THS DDCUMCNT. RCH_068-1 14814013 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 PICO SMALL CELL SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 NOTES: 1. MAINTAIN 36" CLEARANCE FROM ANY EXISTING GROUND RODS. 2. CONTRACTOR TO FEED #2 AWG WIRE THROUGH HAND HOLE FROM GROUNDING ROD MEASURING at &t NO MORE THAN 8" IN LENGTH. TAG PLACED AT END OF WIRE FOR GROUND TESTING. PROPOSED/EXISTING WOOD POSE 3. GROUND ROD TO BE LOCATED WITHIN 36" RANGE FROM POLE ADJACENT TO HAND HOLE. NO FURTHER THAN 4" AWAY FROM HAND HOLE I PROPOSED GROUNDING WIRE AT&T MOBILITY 4. CONTRACTOR TO REPLACE EACH CONCRETEI INSIDE PROPOSED 2" PVC 1001 TECHNOLOGY DRIVE SIDEWALK SECTION WHERE WORK HAS BEEN DONE. CONDUIT ROUTED ON POLE LITTLE ROCK, AR 72223 (SEE NOTE 5) PROPOSED ANTENNA MOUNTED 5. PVC CONDUIT TO RUN 8'-O" IN HEIGHT FROM TO PROPOSED POLE TOP MOUNT GROUND LEVEL. GROUND WIRE TO BE STAPLED TO POLE ABOVE 8'-0" AGL I a 0 c 2 � � vl ry qQ I 3'_0" RESTORE SURFACE TO F I ORIGINAL CONDITION w CADWELD BLACK & VEATCH EXISTING GRADE _ _ ��\�� % %f f%� / }f f/� , • f f tff_ 7760 FRANCE AVENUE SOUTH SUITE 1200 ' NEW MECHANICAL CRIMPED CONNECTION TYP. `\f \f N, W, x A ff\ �� I �; \ t BLOOMINGTON, MN 55435 �f \ \\ \ � �, , \��\ PROPOSED HAND PER AND UTILIZING PROPER RECOMMENDATIONS DEVICE NS f�� Jf�\�}f?�fr \� `f%\ ' %•ff\\� HOLE PROPOSED EQUIPMENT MINECONTAINING: ill , % �/ �f�ff\f f /`fJ ff ff•. PROPOSED #2 AWG COPPER (3) PROPOSED RAPID$f\ \\\'\\I I:\f\\f\ f \i\ fti WIRE (SEE NOTE 2) (2) PROPOSED DIPLEXERS AND ,I \�� f•\ff %��Y/// f I I��f/\f f \� PROJECT N0: 129087:1062 (1) PROPOSED AC LOAD CENTER \ \ '� �\ \ %�/f�/�\f\ ff ff\�f Pf f f ff /fi UNDISTURBED SOIL f �(/,\ C\♦/ \J v \ /\ \ DRAWN BY: SNU ff f, ff f ff '! ff•'� 3"0 CORE DRILL CHECKED BY: AM FOR GROUND ROD � } COPPER CLAD STEEL 1 / f / STEEL GROUND ROD f\N. X/IN (SEE NOTE 3) ZVI I E 1 POLE GROUNDING ROD DETAIL NO SCAL— 1 07/11/19 ISSUED FOR CONSTUCTION I 0 02/19/19 ISSUED FOR CONSTUCTION I REV DATE DESCRIPTION c BOND JUMPER c HORIZONTAL SPLICE RA GOND NTRL TE 0�1�- FIELD FABRICATED GREEN SPLICE OF PARALLEL THROUGH CONNECTION y�� 5 ��F STRANDED INSULATED HORIZONTAL CABLES OF HORIZONTAL CABLES ,/ ARKANSAS ` TYPE 2—YA-2 TYPE SS TYPE PT ►� ** PROPOSED METER SOCKET I ; REGISTERED ♦ SIONAL PARALLEL HORIZONTAL COPPER LUGS HORIZONTAL STEEL SURFACE CONDUCTORS 1 18090 5 TWO HOLE —LONG BARREL TO FLAT STEEL SURFACE OR PARALLEL DEAD END TAP OR C� LENGTH HORIZONTAL PIPE HORIZONTAL THRU CONDUCTOR ��� [ Ey E.i P 01 TYPE YA-2 TYPE HS TYPE PC ••`���•'� 10/14/2019 I #2 SOLID GROUND WIRE RUN IN NON—METALLIC CONDUIT R IS A VIOLATON OF LAW FOR Al' PERSON, UNLESS THEY ARE ACDNG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. I VERTICAL PIPE HORIZONTAL TEE CABLE DOWN AT 45' TO RANGE TEE OF HORIZONTAL RUN RCH_068_1 OF VERTICAL PIPES AND TAP CABLES 14814013 TYPE VS TYPE TA 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 FXISTING r-.RAnF ACCESS ROAD _ I =—c _ PICO SMALL CELL fI I t I I THROUGH CABLE T4 SHEET TITLE VERTICAL STEEL SURFACE GROUND ROD POLE GROUNDING CABLE DOWN AT 45' TO VERTICAL GH CABLE TO TOP OF THROU f STEEL SURFACE INCLUDING PIPE GROUND ROD ELEVATION AND DETAILS 1 I ` 10' G;G6ND ROD. 18" MIN. COVER TYPE VS NPE GT ff SHEET NUMBER �I III III I Ill Ili SII- C"1 12" 6" 0 1' 2' 3' 4' 5.1 1 POLE GROUNDING DIAGRAM A EXOTHERMIC WELD CONNECTIONS NO SCALE 2 vz•=r-D" EXOTHERMIC CONNECTION • AB ANCHOR BOLT LB(S) POUND(S) ABV ABOVE LF LINEAR FEET MECHANICAL CONNECTION AC ALTERNATING CURRENT LTE LONG TERM EVOLUTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM B ADDL ADDITIONAL MAS MASONRY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e T AFF ABOVE FINISHED FLOOR MAX MAXIMUM a t &t AFG ABOVE FINISHED GRADE MB MACHINE BOLT EXOTHERMIC WITH INSPECTION SLEEVE AIC AMPERAGE INTERRUPTION CAPACITY MECH MECHANICAL GROUNDING BAR ALUM ALUMINUM MFR MANUFACTURER - I ALT ALTERNATE MGB MASTER GROUND BAR GROUND ROD li� ANT ANTENNA MIN MINIMUM AT&T MOBILITY 1001 TECHNOLOGY DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE IIT APPROX APPROXIMATE MISC MISCELLANEOUS LITTLE ROCK, AR 72223 ARCH ARCHITECTURAL MTL METAL SINGLE POLE SWITCH $ ATS AUTOMATIC TRANSFER SWITCH MTS MANUAL TRANSFER SWITCH ��....LL AWG AMERICAN WIRE GAUGE MW MICROWAVE DUPLEX RECEPTACLE BATT BATTERY (N) NEW BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE /gyp BLK BLOCK NO.(#) NUMBER0, BLKG BLOCKING NTS NOT TO SCALE FLUORESCENT LIGHTING FIXTURE BM BEAM OC ON CENTER LAMPS 48 -TS OPNG OPENING BLACK & VEATCH (2) TWO FF BTC BARE TINNED COPPER CONDUCTOR BOF BOTTOM OF FOOTING (P) PROPOSED CAB CABINET SMOKE DETECTION (DC) SO P/C PRECAST CONCRETE 7760 FRANCE AVENUE SOUTH CANT CANTILEVERED SUITE 1200 CHG CHARGING PCS PERSONAL COMMUNICATION SERVICES BLOOMINGTON MN 55435 EMERGENCY LIGHTING (DC) CLG CEILING PCU PRIMARY CONTROL UNIT PHOTOCELL LITHONIA ALXW CLR CLEAR PRC PRIMARY RADIO CABINET SECURITY LIGHT W / O PP POLARIZING PRESERVING LED- 1 -25A400/51 K-SR4-120-PE-DDBTXD COL COLUMN COMM COMMON PSF POUNDS PER SQUARE FOOT PROJECT N0: 129067:1062 CHAINLINK FENCE X X — X X CONC CONCRETE PSI POUNDS PER SQUARE INCH CONSTR CONSTRUCTION PT PRESSURE TREATED DRAWN BY: SNU WOOD/WROUGHT IRON FENCE 13 0 C] a C] C} DBL DOUBLE PAR POWER CABINET CHECKED BY: AM WALL STRUCTURE DC DIRECT CURRENT QTY QUANTITY DEPT DEPARTMENT RAD RADIUS LEASE AREA DF DOUGLAS FIR RECT RECTIFIER PL DIA DIAMETER REF REFERENCE PROPERTY LINE (PL) DIAG DIAGONAL REINF REINFORCEMENT SETBACKS DIM DIMENSION REO'D REQUIRED ICE BRIDGE DWG DRAWING RET REMOTE ELECTRIC TILT DWL DOWEL RMC RIGID METALLIC CONDUIT CABLE TRAY (E) EXISTING RRH REMOTE RADIO HEAD WATER LINE —• W • W • • • • W — W —• W EA EACH RRU REMOTE RADIO UNIT EC ELECTRICAL CONDUCTOR RWY RACEWAY UNDERGROUND POWER UGP UGP UGP UGP SCH SCHEDULE t o7/11/19 ISSUED FOR CONSTUCTION EL ELEVATION D 02/1e/19 ISSUED FOR CONSNCTION UNDERGROUND TELCO UGT UGT UGi UGT ELEC ELECTRICAL SHT SHEET OVERHEAD POWER OHP OHP OHP OHP EMT ELECTRICAL METALLIC TUBING SIASIMD SMART SIMILAR DEVICE REV DATE DESCRIPTION ENG ENGINEER OVERHEAD TELCO OHT OHT OHT OHT EQ EQUAL SPEC SPECIFICATION Wreo-' UNDERGROUND TELCO POWER — UGT/P — UGT P — UGT/P — UGT/P — EXP EXPANSION 50 SQUARE `'� 5� ATF _ rr / / SS STAINLESS STEEL , �� EXT EXTERIOR STD STANDARD .,1 A R K A N S A S ABOVE GROUND POWER AGP — AGP — AGP — AGP — AGP — FAB FABRICATION FF FINISH FLOOR STL STEEL ABOVE GROUND TELCO AGT —ACT — AGT — AGT — AGT STRUCT STRUCTURAL � REGI EftEO ; FG FINISH GRADE ABOVE GROUND TELCO/POWER — AGT/P — AGT/P — AGT/P — AGT/P — FIF FACILITY INTERFACE FRAME TEMP TEMPORARY ! SIONAL FIN FINISH(ED) THK THICKNESS � WORKPOINT TMA TOWER MOUNTED AMPLIFIER $11. P. FUR FLOOR TN TOE NAILI SECTION REFERENCE xx FDN FOUNDATION TOA TOP OF ANTENNA �� O. 18090 �'7l x -x FOC FACE OF CONCRETE 40 TOC TOP OF CURB FOM FACE OF MASONRY CY� Ii+' DETAIL REFERENCEFOS FACE OF STUD 10/14/2019 TOF TOP OF FOUNDATIONX x�x FOW FACE OF WALL TOP TOP OF PLATE (PARAPET) TOS TOP OF STEEL IT IS A VIOLATON OF LAW FOR ANY PERSON, FS FINISH SURFACE UNLESS THEY ARE ACT4iO UNDER THE DIRECTION FT FOOT TOW TOP OF WALL OF A DTONSED PROFS DQNAL ENGINEER, FTG FOOTING TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM GA GAUGE TYP TYPICAL GEN GENERATOR UG UNDERGROUND RCH_068_1 GFCI GROUND FAULT CIRCUIT INTERRUPTER UL UNDERWRITERS LABORATORY 1 481401 3 CUB GLUE LAMINATED BEAM LINO UNLESS NOTED OTHERWISE 1511 PICKERING DRIVE GLV GALVANIZED UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS GPS GLOBAL POSITIONING SYSTEM SYSTEM LITTLE ROCK, AR 72211 GND GROUND UPS UNINTERRUPTIBLE POWER SYSTEM PICO SMALL CELL GSM GLOBAL SYSTEM FOR MOBILE (DC POWER PLANT) HDR HEADER VIF VERIFIED IN FIELD SHEET TITLE HGR HANGER W WIDE LEGEND AND HVAC HEAT/VENTILATION/AIR CONDITIONING W/ WITH ABBREVIATIONS HT HEIGHT WD WOOD IGR INTERIOR GROUND RING W.P. WORK POINT IN INCH WP WEATHERPROOF SHEET NUMBER INT INTERIOR WT WEIGHT GN -1 LEGEND ABBREVIATIONS GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - OVERLAND CONTRACTING INC. (B&V) CONTRACTOR: (CONSTRUCTION) OWNER - AT&T 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. 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. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 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 PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. 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. B. 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. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 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 INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND I'l-S. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CJNTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE '_.lA THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO T''_ CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 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. 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. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 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 FELT OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK 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 GROUND. 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. 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. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY 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. 36. 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. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. 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. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 43. 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. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. ONCE TERMINATED, APPLY A SINGLE LAYER OF BUTYL OR TWO WRAPS OF SELF -FUSING TAPE OVER THE CAP/NUT AND CONNECTOR NECK FOLLOWED BY A MINIMUM OF 2 WRAPS CF QUALITY BLACK VINYL TAPE OVER THE BUTYL OR SELF -FUSING TAPE. DO NOT COVER AND HEAT DISSIPATING SURFACES WITH WEATHERPROOFING. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 57 AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND -00246. 49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH SECTOR. 50. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. - 52. ANTENNAS SHALL HAVE A 2'-0" MIN. CENTER TO CENTER HORIZONTAL SEPARATION. 53. THE STRUCTURAL CAPACITY OF THE PROPOSED ANTENNA AND/OR RADIO MOUNTING HARDWARE IS DETERMINED BY THE MANUFACTURER. PLEASE REFER TO MANUFACTURER DOCUMENTATION FOR PROPER INSTALLATION METHODS AND CAPACITY LIMITS. TORQUE REQUIREMENTS 54. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 55. 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 56. ALL BM ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 57. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 58. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 59. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 60. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2,3 NM). FIBER. & POWER CABLE MOUNTING 61. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM, NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 62. THE TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 63. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 30D RULES SHALL APPLY. COAXIAL CABLE NOTES 1. 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. 2. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL 3. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND -00027 LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA LDF AND SHALL NOT EXCEED 6'-0'. 5. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 6. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 7. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE, WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. GENERAL CARLE AND EQUIPMENT NOTES B. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 9. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 10. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 11. ALL OUTDOOR RF CDNNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE. AFTER 1NSTALLAXION AND FINAL CONNECTIONS ARE !RADE. 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 SE SMOOTH WITHOUT BUCKUNG. HLITYL BLEEDING IS NOT ALLOWED. 12, 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 IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 13, ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. C, GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 14. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF V -O' BELOW GROUND BAR_ TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 16. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 17. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-D" T -BOOM SECTOR ANTENNA MOUNT, IF APPLICABLE, INCLUDING ALL HARDWARE. 1B. CLOSEOUT DELIVERABLES SHALL INCLUDE PHOTOS OF ALL MOUNTING HARDWARE INSTALLED TIGHT AND MARKED. 19. INSTALLATION MANUALS FOR RAYCAP REDUNED TO COMPLY WITH AT&T SPECIFICATIONS CAN BE ACCESSED IN THE BLACK & VEATCH TURF SOW LIBRARY VIA THE FOLLOWING URL: https://lilac kandveatch. sh arepaln t.com/teams/ESS/Tei"om/ Projects/P u 61 icNetwork3/ATT/A`TTTurf/ ATTTurfScapeofwerkdocuments/...1 oyouts/15/start.aspxi/Sh ared%20 Documents/Forms/Alll tems.ospx u at&t AT&T MOBILITY 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 ©- BLACK & VEATCH 7760 FRANCE AVENUE SOUTH SUITE 12DO BLOOMINGTON, MN 55435 PROJECT NO: 129087:1062 DRAWN BY: SNU CHECKED BY: AM ARKANSAS -Iii, REGI ERED SIGNAL ■ �Q D. 18090 �'zI 1t - _ p 10/1d/2p 19 F IS A VIOLATION OF LAW FOR AMT' PERSON. ESS ]HEY ARE ACTINO UNDER THE DIRECTION OF A WCEBISED PROFESSIONAL ENGINEER, TO AL]T3t TH16 OOCLYEMT, RCH_068_1 14814013 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 PICO SMALL CELL SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 1 07/11/19 ISSUED FOR CONSTUCTION 0 02/19/19 ISSUED FOR CONSTUCTION REV DATE DESCRIPTION ARKANSAS -Iii, REGI ERED SIGNAL ■ �Q D. 18090 �'zI 1t - _ p 10/1d/2p 19 F IS A VIOLATION OF LAW FOR AMT' PERSON. ESS ]HEY ARE ACTINO UNDER THE DIRECTION OF A WCEBISED PROFESSIONAL ENGINEER, TO AL]T3t TH16 OOCLYEMT, RCH_068_1 14814013 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 PICO SMALL CELL SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 GENERAL ELECTRICAL_ NOTES PART 1 - GENERAL 1.1 GENERAL CONDITIONS A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE 610 PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES, CONDUIT BENDS SHALL BE THE RAMS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE OETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2, ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) S. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6: DSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL [UNDERWRITERS LABORATORIES. INC.] S. AT& GROUNDING AND BONDING STANDARDS TP -76415 1.4 SCOPE OF WORK A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER UM. VERIFY THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC MIN RA AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT A. CONDUIT 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE 1. AC CONDUCTORS SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #B AWG AND LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES, J -BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, QUICK -MAKE, QUIOK-BREAK, EXTERNALLY OPERABLE, HANDLE LDCKASLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, ILL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SOUARE--D OR ENGINEERED APPROVED EQUAL. D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(-)CS OR K2L-(-)CS (-) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASAC BOX FOR NON -TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL�XB-22. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMIC ID NAMEPLATES INOICATINO COUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID, TINNED. COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE SUNLIGHT RESISTANT TINNED STRANDED COPPER AND INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULARCROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH- CONDUCTIVITY, HEM DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUCS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE ERICO #615800, COPPER -CLAD STEEL WITH HIGH-STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 2. PROVIDE RIGID PVC SCHEDULE BD CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCH. 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. B. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION, TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWASBEO CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO ENSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO SE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONWRUC71DN SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES, ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION 208/240/120 VOLT SYSTEAMS. PHASE A BLACK PHASE B RED PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDULETS APPROVED FOR THIS PURPOSE. 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINAL$. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE, SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDINC STANDARDS TP -78416, ND -00135, AND THE NA7ONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 73 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRA,CfOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP. TOWERS, AND WATER TOWERS GROUND RING, TO THE EXISTING IS SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2I4 AWG CAPPER. ROOFTOP GROUND RING SHALL BE BONDEO TO THE EXISTING GROUNDING SYST THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE (FERROUS OR NONFERRDUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2, 5. TIGHTEN GROUNDING AND ODNDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MIANUFACTUREWS PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TLGMENING TORQUE VALUES SPECIFIED IN UL TO ENSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MATTE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 8. APPLY CORROSION -RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYEO. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE. CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 6 AWG GROUNDING CONDUCTOR TO A GROUND BUS.. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE, USING THE GREATER OF THE TWO DISTANCES_ 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE. 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST LINE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUND BAR AT THE BASE OF THE TOWER, A SECOND GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS. 16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE NON --COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE. C. TEST PROCEDURES 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING TOOQV OC, PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3 -POINT "FALL -OF -POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. at&t Y AT&T MOBILITY 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 0, BLACK & VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 PROJECT NO: 129087:1062 DRAWN BY: SNU CHECKED BY: AM S'CATEOF w {1{ ARKANSAS REGI *ERRED i SIONAL ■ Q Q. 18090 10/1 /2019 FIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSR]HAL ENGINEER, TO ALTER THIS DOCUMENT. RCH_068_1 14814013 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 PICO SMALL CELL SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN -3 1 0 02/19/19 rl..E. FOR CONSTUCTION ISSUED FOR CONSTUCTION REV DATE I DESCRIPTION S'CATEOF w {1{ ARKANSAS REGI *ERRED i SIONAL ■ Q Q. 18090 10/1 /2019 FIT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSR]HAL ENGINEER, TO ALTER THIS DOCUMENT. RCH_068_1 14814013 1511 PICKERING DRIVE LITTLE ROCK, AR 72211 PICO SMALL CELL SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN -3