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Site Plan (IDL07161F_R01) V1
PE OF WOR Qm P r OWING: A" E WILL CONSIST CONSISTWIRBIES OF INSTALLATION FOLLOWING i ' APPROVED raouer"A ITS WITH ENCLOSURE �1 / �� w^ 1T■ R N `M� 06/02122 S CTIDERS WITH ENCLOSURE t at IKE NUABFA:^-�a+m DESTAL 1 �� 161 INVERNE55 DR WEST \ ND FLOOR ENGLEWOOD, CO 80112 CRAN_IDLO7161 F_R01 FA #: 15461608 ! ©m GENERAL NOTES MICRO SMALL CELL BLACK & VEATCH 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 H U B U S I D #:SUITE 4600 SOUTH SYRACUSE STREET 800 SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. SITE PHOTO DENIVER, COLORADO 80237 NODE USID #: 304999 ENGINEERING 3251 NORTH EAGLE ROAD PROJECT N0: 129454:1069 DRAWN BY AT 2018 INTERNATIONAL BUILDING CODE (IBC) OR LATEST ADOPTED CODE 2027 NATIONAL ELECTRIC CODE OR LATEST ADOPTED CODE TIA/ETA-222-H CODE OR LATEST EDITION IN THE EVENT OF CONFLICT, THE MOST RESTRICTNE CODE SHALL PREVAIL. MERIDIAN, ID 83646 CHECKED BY: eJD PROJECT INFORMATION LOCATION MAPS DRAWING INDEX SITE ADDRESS : NORTH EAGLE ROAD MERIDIAN, MERIDIAN, ID 83646 VICINITY MAP NO SCALE LOCAL MAP NO SCALE SHEET NO. SHEET TITLE T-1 TITLE SHEET POLE ID: NA _ ENnneIt A OVERALL SITE PLAN A POLE ELEVATIONS AND RISER DETAILS PACE ID: MRUTH044272 FA NUMBER: 15461608 E] A EQUIPMENT DETAILS A-4 EQUIPMENT DETAILS Os/04/2z ISSUED 1.1 HUB USIO: NA A-5 RE SIGNAGE DETAILS k— I WE DESCRIPTION NODE USID: 304999 COUNTY: ADA E-1 ELECTRICAL DETAILS G-1 POLE GROUNDING ELEVATION AND DETAILS GN-1 LEGEND AND ABBREVIATIONS LATITUDE (NW 83): 43 yy GN-2 GENERAL NOTES GN-3 GENERAL ELECTRICAL NOTES 2. 4T 3' 38' 8' 2.3]' N - M,dcI.l0n r l (� LONGITUDE (HAD 83): 116 2 ' 11-8 1._ _ Tom` GROUND ELPWUlON: NA ZO I G�JUMBEIMON: MERIDIAN M-1011 Boise E 119TiCK RD Aflfk7� rn7 ZONING DISTRICT: NA A.P.N.: RHM3TJ0090 55 Ise AY min9K' wen F OCCt1PANLY CROUP. U CONSTRUCTION TYPE I-B / 1 POWER COMPANY: IDAHO POWER TELEPHONE COMPANY: AT&T v KU v OF ENGINEER, To ALTER THIS 00�Nk UMENT RF ENGINEER: CLAUDIO POZZI IDLO7161 F_R01 1 6D$ LEASING AGENT: SHAWN TURK (720) 834-A361 Brs 0 pm°B ��s 0 p°e`B yy NORTTHH EAGLE ROAD ZONING AGENT: DREW WAGNER �zi6° �zTre MERIDIAN, ID H3646 (720) 834-4205 0 s� M61aB 0� `B MICRO SMALL CELL 11"x17' PLOT WILL BEHALF SCALE UNLESS OTHERWISE NOTED CONSTRUCTION MANAGER: TOM FARLEv (720) 834-0038 SUBCONTRACTOR SHALL ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON SHEET TITLE CONTACT INFORMATION DRIVING DIRECTIONS THE JOB SITE &SHALL IMMEDIATELY Y NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET ENGINEER. BLACK & VEATCH CORPORATION 4600 C, CO 80237 DENY 6 SYRACUSE BT., SUITE 300 DIRECTIONS FROM AT&T OFFICE: FROM INVERNE55 DR WEST. HEAD GO STRAIGHT ON -25 N RAMP. KEEP LEFT ON -25 N RAMP. GO STRAIGHT ON -25 N RAMP. GO STRAIGHT ONTO -25 N CO/WY STATE BORDER. SERVICE ALERT DIG_ LINE.. UNDERGROUND KEEP RIGHT ONTO 1-80 W RAMP, TAKE EXIT AT 88. GO STRAIGHT ONTO I-80 w WY/UT STATE BORDER, KEEP RIGHT ONTO -84 W RAMP, TAKE EXIT AT 168, Go STRAIGHT ONTO 1-16 811 or CONTACT. PALAMA- VIDYA SHANKPR (702) 894-4558 N RAMP, GO STRAIGHT ONTO -64 W RAMP, GO STRAIGHT ONTO -84 W UTSTATE BORDER, KEEP RIGHT ONTO SR 55 RAMP 46, TURN RIGHT ONTO SR 55, SITE WILL BE ON THE LEA' /%— 1.808-342-1585 %Jim FDI S Ol DID C K" E:jNUMBER lv0 Call berorelY Wtli9. �J APPROVED w u w THIS DRAWING IS NOT A SITE SURVEY HE PURPOSE OF THIS DE DRAWING IS TO SHOW HOW THE DEVELOPED SITE =— 1 � \��1 O6/02122 A _ w d' e w w w w EXISTING SIGN RELATES TO THE PARENT PARCEL AN O ADJACENT PROPERTIES. R.O.W. MEASUREMENTS ARE APPROXIMATIONS.w A f Rtf NUMBfB:^-zoazmoe • • X • • a w PROPOSED METER PEDESTAL 161 INVERNESS DR WEST FLOOR Eunc%w d° 3-O., f W2NDOO ENGLEWOOD, CO 80112 N zazk - w - EXISTING GUTTER (ttP) _ EXISTING - w w l w w EXISTING SIDEWALK (TYP) d w (•, y CURB (TYP) EXISTING - w EXISTING GRASSY -<z VV O FENCE EXISTING WALL _ w w a d ° Iw AREA (ttP) I BLACK 8f VEATCH SITE PLAN MAP No SCALE a 1 SITE PHOTO 2 w wr w d w i y w r. w PROPOSED US CONDUIT FROM PRo PROPOSED 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 w w w w w w �E%ISTING 3263 N EAGLE RD / n ° EXIST SIGNAL POLE PROJECT No: 129a54:1069 DRAWN BY: AT PARKING LOT (TYP)--'I A.P.N. w w w R1343770090 w w w w y � d ^ - _ d - r EXISTING SIDEWALK RAMP (TVA) CHECKED BY: eJ0 EXISTING SIGN - BOARD SIG EXISTING w w 4 w a d RIGHT-OF-WAY LINE w w w w w w w w W w w w EXISTING w w w w w TREEV (TYP) w w w w w w w w w w r w w w w w w v w w w w I r a y w w w w w w w w w w w w w w w w y w w w w d d w w w w w w w w w dw w w d wd a w w w n d w r a w w w ♦ w l a < �' d os/oa/zz ESUID FOR ad a w w w w w w w w r a w w w w w w w w w w w w w w w w w w w w w w w EXISTING w w w w w w w w HANDHOLE (TVA)' w w w w w w w w J w w w w w W w w w w w w w w w w w w w w w W w %%� w A_2 w w w w w y w w y w w w w w w w w w y w w w w w w w w w w w w w w w y w w w w w w EXISTING Y" w w w w w w w w w MANHOLEy w w w w w w w w w w w w w w w w w w w w w w w w w w d PROPOSED HANDHOLE A-3 PROPOSED DIG CONDUIT FROM PROPOSED HAND HOLE TO PROPOSED POLE UU Z \ \� Q SITE LOCATION IDLO7161F_RO1 IT S A VOI.AT ON OF FOR ANY PERSON, 43.633992° —116.354681` NLESS ofER EER. IS DOCUMENT, EXISTING TRAFFIC SIGNAL POLE IDLO7161F_RO1 EXISTING 15461608 MEDIAN (TYP) NORTH EAGLE ROAD N MERIDIAN, ID 83646 MICRO SMALL CELL �m•� EXISTING CENTERLINE OFRonO (TYP) _ _ _ E USTICK RD SHEET TITLE OVERALL SITE PLAN 1 SHEET NUMBER A-1 OVERALL SITE PLAN A PROPOSED EQUIPMENT EEN CREATED BASED ON STRUCTURAL CALCULATIONSAGITOP SHPRDPOSEC ToROUD BANDED TO POLE TI-D. (1) PAINING PROPOSED Et R\,- VEATOF coNFIRMwc THAT THE STRUCTURE HAS I �EN�A SUPPORT THE PROPOSED LOADING- (1) PROPOSED CANISTER (1) PROPOSED MICRO ANTENNA ON PROPOSED DUAL -BAND RADIO UNITS ANTENNA MOUNT ANTENNA ACL RAD CL OF PROPOSED (1) AC/DC RECTIFIERS APPROVED 5'-0" AGL BOOM OF PR (1) PROPOSED LOAD CENTER �,. Dr�/ovzz "_- _�� e 4 � 5 ANTENNA 1 _ o F EX STING FLY, MENT Y� a3 -tD' ACL cL o= EX CD ucHr nRv nrncHMEnTIST � a w 333-0" ACL TOP OF PROPOSED h (1) PROPOSED PROPOSED EQUIPMENT V EQUIPMENT SHROUD CANISTER ANTENNA O Z SHROUD BANDED TO POLE ON PROPOSED CoFURIN ING. ANTENNA MOUNT DU ovose0 MICRO N DUAL BAND RADIO UNITS FXSI NO IICHI AKIM (1) AC/DC RECTIFIERS PROPOSED AT&T RF SIGNAGE (1) PROPOSED LOAD CENTER MIN. BELOW ANTENNA MOUNT - 1 A-s EXIT Nc cLRa (TYP)- 0 A-3 A-3 A-3 229 -0" A L BOnO EMIRMENTGSHRODO M OF PROPOSED E USTICK RD BDy�'SB NOTES: �WI 1. PROPOSED EQUIPMENT TO BE ANTENNA SPACE PLAN VIEW No SCALE 1 PAINTED TO MATCH EXISTING POLE. EXISTING TRAFFIC SIGNAL POLE EXISTING TRAFFIC SIGNAL POLE PROPOSED POWER AND PER LINE ROUTED INSIDE THE POLE LoHIF L AL ELRARM A �Al—RI — -� — II HL SI B 'S AA�� I MLNI �— 17 EXISTINGh h TRAFFIC slcnn �P TRAFFIC slcrvn QP _ TRAFFIC SL,RN M OF EXI_ wL J� 1N-GTRAFFGLSIG3 NOT USED No SCALE 2 M OF-xlsuN„ J� S -z G_ Tay of xIs Nc �hI 8'-7 ncL TO of EXISTING �hI ADESTRIAN NRL OF EXISTINGh h v-_DF'sRinnLi slcur�M vEDesTRinnLi scNTnLM O - PROPOSED EMERGENCY PLAQUE (ON BACK SIDE OF POLE) B PROPOSED FIBER HANDHoLE 3 INSTALL A-1 FOR HANDHOLE LOCATION) PROPOSED 2CONDUIT FOR POWER SEE A -I FOR ACTUAL PROPOSED 2' CONDUIT DISTANCE OF POLE FROM CURB i0 FIBER P.O.C. EXI ING EXISTING xIs-r N., cRAx � I cuaB � EXISTING cRAO- � i cuaB --- E USTICK RD - - 1 E USTICK RD III=F{-F - -' 11 44 III III III EXISTING WEST ELEVATION A PROPOSED WEST ELEVATION B NOT USED NO SCALE 3 amt 161 INVERNESS DR WEST 2ND FLOOR ENGLEWOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO. 129454:1069 DRAWN BY: AT CHECKED BY BJD o1/.1/zz �P Q IDL07161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE POLE ELEVATIONS SHEET NUMBER A-2 T360XO6 Fx ' ( 14.6" (3]tmm) \ 24.6" (626mm) 2.38ft' APPROVED MOUM): 9 Ibs (13.2 kg) )aif 06/02/22 (14) 4.3-10 FEMALE '.E NIrABF0.azoazuioe BOTTOM ®® ry " MOUNTING BOLT O.D. 14.6"° DUAL 825/66 320W AHFIB NOKIA , WO COVER DIMENSIONS, WO COVER HxWxD: (22.04'x12.13"x5.87") S60x308x149mm WITH COVER: (28.]0%15.40"x9.50D 729x391x241mm WEIGHT, WO COVER & MOUNT: (66.13 Ibs) <30 kg WITH COVER: (90.3] Ibs) <41 kg VOLUME WO MOUNTING: 2El fl') 126 LRERS 1213 �{ WITH COVER: (2.51 ft') <]t N FEMALE CONNECTION: (4) 4.3-10+ DIN FEMALE ANTENNA I I (2) CPRI 9.8 Gbps OPTICAL ° POWER CONSUMPTION: 1,200W aN EAC _ II I NNOKIA IOU- CHARLES SH60-482420 DIMENSIONS, HxWxD (VOLUME): 48.14%24%20.63" (13.]9 ft') WEIGHT: 143 Ib [ 1-1 MOUNTING: (3) 1/2 (1) G — -A W/FLUSH KIT O (1) POLE F LNT IT, CH CLR P/F POSSIBLE EQUIPMENT: 1: (2) N LE R )OS, (1) DE %+r. �F (1) .1.H INFECT; ] I 2: (1) •,IO j (1) TE N.JIO. (2) D S RA010 MODEoNATBLACK GNN6 NA PARKiiikm+�%JN - --_ PLAN VIEW FRONT VIEW SIDE VIEW 1 ■ ■ ■T` ■T` 161 INVERNESS DR WEST 2N0 FLOOR ENGLEWOOD, CO 80112 & VEATCH caGV SOUIH SUITE a:;n DENIVER, COLOP—) a ..,. ANTENNA SPECIFICATIONS No SCALE 1 RADIO SPECIFICATIONS NO SCALE 2 EQUIPMENT CONCEALMENT SHROUD SPECIFICATIONS No scALE 3 r-RaecT No. 1z9as1.1069 Ef' I. JY_ Al 3Y: 91D CONCEALFAB 900109 P MENSIONS — 638%7.00"m (162.05.178—) wEIGHT: 4.66 lb, (2.11 k9) " DETAL IS FOR GRAPHIC REPRESENTATION, CONTRACTOR MUST REFERENCE MANUFACTURERS DRAWINGS PRIOR TO CONSTRUCTION. j47 �® eI- � USE ANTISEIZE. AS REQUIRED TOP of Posr 2" NOMINAL (2.3]5" OE) FFAST OR LEVELINGSED MOUNTING POST (NOT SUPPLIED) FRONT VIEW SECTION A MOUNT ASSEMBLY CONCEALFAB 007948 TO ALL DIMENSIONS HxWxL: 12.T 65 It.25' (324x169x285.]5 mm) STEEL HARDWARE WEIGHT: 22,74 10.31 ca .C� ' DETAIL IS FOR GRAPHIC REPRESE TATION, C01v'RACTOR MUST REFERENCE MANUFACTURERS DRAWINGS PRIOR TO CONSTRUCTION. ® iI 2% BOLT -H_R y, illyrI WITEFN E .EN 1p� WITH ' 2 -II BOLT —FLIED FLIEC'. _, b 0.50" � TOP VIEW mo om 1 S' _ f 3x 1' BAND 5.ze cLFMP= (NOT 4 15 SI;PPL'EJ) 3.06 ® � 'i _MBLY FITS 0.84 , 1.90 --_ `� t:•L�� 1l ?.'DETERS 0 1 2X m.88 =_=-5" TO o 3/e" k' -_ ., _ J FRONT VIEW `SIDE VIEW ASSEMBLY VIEW NEW BASIS FC -1 —CIT- 00006 (OR APPROVED EQUAL) FIBER PO N 0 RET E DIME L 6 X24"X24" 3/8" HEX BOLT (TYP) ASSCI B v Ibs CY1 F EI. 24 SUIT PI I =R I _s T5 5/a- IN F V-tIN `UT BOX 0 • ) S N:;CE FL TRAFFIC -PARKING LOT, SIDEWALK 3 6 } 85] AN=/SCTE ]]-'115/20K" M ]/e c 1/s INSIDE DIMENSIONS LENGTH WIDTH DEPTH 33 1/e" 21 1/2" 43 ]/8" 32 3/8" 21" f / DRAWINGS ARE FOR GRAPHIC REPRESENTATION OF THE FINAL ASSEMBLY. CONTRACTOR MUST REFERENCE iMANUFACTURERS DRAWINGS PRIOR °S/«/z2 kREV DATE SCR1P-1 ANTENNA SLEEVE MOUNT NO SCALE 4 STANDARD POLE TOP MOUNT NO SCALE 5 HANDHOLE SPECIFICATIONS — MEDIUM No SCALE 6 DELTA ADVANTAGE 2kW POWER MODULE DIMENSIONS, HxWxD: 15.5"x11.3"x3.7" (394x281x94 mm) WEIGHT: 21 Ibs (9.5 kg) CONNECTORS: (1) AC IN, (3) DC OUT, (1) ALARM, (1) BATT INPUT VOLTAGE: 90-275Vrc SINGLE PHASE 3-WIRE OUTPUT VOLTAGE: 42-5eux MOUNTING KIT: WALL (3796920600-S), POLE (3799920800-S)1I. r 16 24 - - - _. _- _ _ _ _ _ 04 WALL MOUNT POLE MOUNT BOTTOM VIEW NOTICE RE energy emitted by this device may exceed the FCC's general public exposure limits. Stay at least 1 fool away from the device. Ca1160&63&2622forhelpdyouneedeccesvwithhnifM FCC RF SIGNAGE R IDLO7161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL AT&T operates antennas at this structure. Above this point you are entering an area where radio frequency (RF) fields may exceed the FCC General Population Exposure limits. Follow safs guidelines for working in an RF a°wmnmenL a_=n ft. aw_-in the fronts of tennas. Contact AT&T at 800-638-2822, opt. 9, 3 and follow their inavnctiooa prior m performin this Panointmaintenance or repairs This is AT&T Site USID 304999 In case of emergency, or prior to performing maintenance on this site, call 800-638-2822 and reference USID number 304999 FA# 15461608 SHEET TITLE EQUIPMENT DETAILS EMERGENCY PLAQUE SHEET NUMBER IE�-� AT&T RF SIGNAGE AC/DC RECTIFIER SPECIFICATIONS No SCALE 7 POLE SIGNAGE NO SCALE 8 NOT USED 1_ __�_- g �I(E IDK L1\,— APPROVED ,._ 0602/22 Bo'xsBJs"x1,115' VOLTAGES UP TO 24—C, AMPERAGE 60A CONTRACTOR TO ORDER AND wsiaLL PART Ksals PHASE, 3—WIRE'. 60 HERTZ, 5 TERMINAL KINGLESS. EVWITH METER PEDESTAL LER erPnss, COLD sEGUENCE METER LISTED, TYPE 3R, G90 GALVANIZED STEEL WITH 98J5" POWDER COAT HNISH, DIRECT BURY BUSSMANN — HEB SERIES BREAKAWAY MODEL#: HEB—AW—RLC—A (5.8" LONG) NON —BREAKAWAY MODEL#- HEB—AA (4.4" LONG) WIRE RANGE'. $8-16: (2) #12-16 RECOMMENDED FUSES: RAF, TOM, TOO, ELM AND PTA AMPS. UP TO 30A VOLTS: 600V ISU VIEW SIDE VIEW INSIDE BACK FRONT VIEW �Y (WITHOUT DOOR] METER PEDESTAL DETAIL No SCALE 1 NOT USED No scaLE 2 PROPOSED BREAKAWAY AND No scaLE 3 NON —BREAKAWAY IN —LINE FUSE HOLDER RAYCAP RSCAC-1333—P-240—D DIMENSIONS (H—D)1. 43"x9-38"x5.06" WEIGHT WITHOUT MOUNTING KIT(-). 8 IF. (3.63F9) MAIN DISCONNECT (VOLTAGE PROTECT). 60A MAIN BREAKER (JOOV) NUMBER OF CIRCUITSUP TO 12 (ACCOMMODATES 6 TANDEM BREAKERS) NOMINAL OPERATING VOLTAGE (MAX). 12DV/24CV SPLIT PHASE (150V PER LINE) ENCLOSURE TYPE (OUTDOOR). HINGED W/CLASP, POLYCARBONATE UL 94V-0, NEMA 4X COMPATIBLE BREAKERS (SIZES). DUPLEX/DOUBLE POLE (15A/2CA/30A) 9.3A' INCLUDED MOUNTING BRACKET FITS UP TO 4' DIAMETER POLE, CAN ALSO BE BANDED. 8-59 EXTERNAL E77-N�p DlscoNNEGT COVER177 O COMPRESSION FITTINGS. CAN BE REPLACED WITH 1 5' NET CONDUIT FITTINGS BOTTOM VIEW FRONT VIEW AC LOAD CENTER/DISCONNECT DETAIL I No SCALE 14 I NOT USED I No SCALE 15 I NOT USED I NO SCALE 16 1 NOT USED I NO SCALE NOT USED I No SCALE 1 8 1 NOT USED 1 11 SCALE at&t 161 INVERNESS DR WEST 2ND FLOOR FNGL'WOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH SHEACUSE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO. 129454.1069 DRAWN BY: CHECKED BY BJD o5/oa/2] �P Q IDL07161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-4 (�j�E1Z,IDIAN�- APPROVED BAR 06/02122 Ru NMNER:Asass TYPE ANTENNA MODEL BAND/INPUTPOWER STICKER STONE HOUSE PART NUMBER LOCATION PLACEMENT DISTANCE TEXT KALE -TIFH MHZ I. W) 21. MHZ (BD WI 1' XY NOTICE SIGNS T HE— THE —M OF THE RADOW PICO ACOM-2F10D-lOP-R2 1900 MHZ (20 WE 21M MW(20 WE 5 GHZ El WI TWO T' X Y NOTICE SIGNS R800RPE 2' BELOW THE BOTTOM TIP OF THE ANTENNA PKII �EACERG NBE �AGOGHIT3VFX65F-06 1900 MHZ(20 W) 21M MW(20 WL 5 GHZ IT W) TWO I" X Y CAUTION SIGNS RBOSRPE 3' BELOW THE BOTTOM IF 01WEANTNNA IF' MICRO ACOR-15D-14P 200 MHZ(160 WL 1900 MHZ(160 WL 2100 MHZ(IGO W) TWO2'%YCAUTIONSIGNS RBOIRPE 8' BELOW THE BOTTOM TIP OF THE ANTENNA 16' INCH ROSK GER CA OIL-0M2-112 I50 MHZ (20 W) 21M MHZ (20 W), 5 GH211 WI PICO 1900 MHZ(20 W) 21M MWRO WL 5 GHZ(1 W) TW02.5" X 6S NOTICE DECALS RD899 ON THE ANTENNA CANISTER 1' INCH GCO W6A5 900 MHZ (20 W) 21M MW(20 WL 5 GH211 WI TWO Y X Y NOTICE SIGHS MHRE GALTRONICS GO2412-06613 1900MHZrWW)210DMHZ(R0W) TWO Y X Y NOTICE SIGNS R801RPE 5'BELOWTHE BOTTOMEPOFTHEANWNNA 30' MHZ(20W)2100MHZ(20WL5GH211W) TWO Y X Y NOTICE SIGHS R LO ANTENNA PICO GAMMANU OYZ9%180V10 1900 MHZ(20 W) 21M MHZIII WL 5 GHZ(1 W) TW02.5" X 65' NOTICE DECALS RD899E ON THE ANTENNA CANISTER 3' NU MHZSIGNS— IF. IEEO MHZ IF.W), 5.H2(1 WI TWO Y X Y CAUTION .1 THE ANTENNA TT. PICO CO SG360FLHI2A I— M.(20 W) 21. MHZ(20 WL SGHZ(1 W) TW02'% Y CAUTION SIGNS R801RPE 3'BE— THE BOTTOM TIP OF THE ANTENNA 4' MICRO ACE ACOM-2F350.18P 1900MH2(160W)2100MHZ(I—) TWO Y X Y CAUTION SIGNS BO1RP RRD899E LO WTHEBOTIOMTIP OFTHEA 11 PICO ACE ACOW-5DARP 1900 MHZ ROW) 2100 MHZ(20W), SGHZ(1W) TW02.5" X 6S NOTICE DECALS ON THE ANEWNNACANISIERRRE 3- INCH ISCO TWO Y X i NOTICE SIGNS PICO SG 1— MHZ (20 W) 21. MHZ (20 W), 5 GHZ(1 W) TWO2.5 X6.5 NOTICE DECALS HDB99 ON THE 4G ANTENNA CANISTER 3 NOKIA EWD/AEWE 39GHZ(126W) MICRO SG ACE ACOR-2F15DARP 1900 MHZ I160V/) 2100 MHZ(16UWE SGHZ(IVA TWOYx YCAUTIONSIGNS RBOIRPE 5' BELOW THE BOTTOM WP HESGANTNNA IT NOKIA AEWD/AEWE GH2 (126 W) PICO SG ACE AGE-15EEHIP 1— M. ROM 2100 MHZ 120W L 5GW (1W I TWO Y x Y NOTICE SIGNS R800RPE 4 BELOW THE BOTTOM TIP OF THE SG ANTENNA 4 NOKM EWD/AEWE 39GHZ(126W) PICO SG GALTRON GE2410-069T2 1900 MHZ(20 W) 21M MHZ RO WL S GHZ(1 WI TWO Y x 2' NOTICE SIGNS RSOORPE 4' BELOW THE BOTTOM TIP OF W— 5' NOKIAI— AEWD/AEWE GHZ (126 WI PICO SG MHZ (20 W) 21. MHZ (20 WL 5 GHZ IS W) TWO Yx I- NOTICE SIGNS RRODRPE 3 BELOW THE BOTTOM TIP OF WE SG ANTENNA 4 NOKIA MD/AEWE 39GHZ(126W) PICO SG GALTRONICS G—ETERSM5 1900 MHZ(20 W) 21M MHZ(20 WL 5 GHZ(1 WI TWO Y x 2' NOTICE SIGNS RBOORPE 4' BELOW THE BOTTOM TIP OF THE SG ANTENNA 4' AEWD/AEWE 39 GH2 (126 WI ICO SG GALTRONICS P64801 1900 MHZ(20 W) 21M MW(20 WL 5 GHZ IS W) TWOYx2'CAUTIONSIGNS RBOIHPE 4 BELOW THE BOTTOM TIP OF THE% ANTENNA 4 NOKIA AEWD/AEWE 39GHZ(126W) PICO SG GAMMANU 0Y29%180V10 1ROO MHZ (20 W) 21M MHZ RO W), 5 GHZ IT WI TWO Y x Y NOTICE SIGNS RBOORPE 5'BELOW THE BOTTOM TIP OF THE SGAMENNA 6' NOKIA AEWD/AEWE 39GHZ(126WI ICO SG GAMMANU OYZ9%360FSOT10 I— MHZ (20 W)2100 MHZ (20 W),SGHZ (1 W) TWO Yx I- NOTICE SIGNS R80ORPE 3 BELOW THE BOTTOM TIP OF THE 5G ANTENNA 4 NOKIA END/AEWE 39GHZ(126W) PICO SGNERKA KMW F-2L10H2 MHZ (20 W) 2100 MHZ 12D W), 5 GHZ IT WI TWO Y x 2' NOTICE SIGNS R800RPE 4'BELOW THE 6—RITIPOFTHESG ANTENNA 4 AEWD/AEWE GHZ (126 WI ICO SG ROSENBERGER BA-0303T3T3VFX65F-06 I— MHZ(20 W) 21. MHZ(20 WL SGHZ(1 W) TWO Yx I- NOTICE SIGNS R800RPE 3 BELOW THE BOTTOM TIP OF THE 5G ANTENNA 12 NOKIA END/AEWE 39GHZ(2WW) PICO SG OR flOSENBERGER —HOHTETEVEXICAS06 MHZ 121 W) 211 MHZ 11 W1 S 1H211 WI DECALS PO899 ON THE4GAMENNA CANISTER 3- OKIA WO/AEWE GHZ (126 WI NCO SG ROSENBERGER Gl-OIOITITI EX360FI506 1S00 MHZ(20 W) 21M MW(20 WL 5 GHZ WI TWOY%2"NOTICE SIGNS R80ORPE 4 BELOWTHEBOTTOMTIPOFTHESGANTENNA 4 NOKIA END/AEWE 39GHZ(126W) ISITE SIGNAGE I No "1L- I STONE HOUSE PART NO: 180111E STONE HOUSE PART No, 1800R1E STONE HOUSE PART NO: III A CAUTION Radio frequency exposure from antennas on this structure exceed the FCC Occupational limit in this area. Stay at least ® ft. from the antennas. Before working within that range, call 800-638-2822 (opt. 90) to deactivate the antennas. AT&T Site USID 304999 PROPOSED RF SIGNAGE ND SCALE Radio frequency exposure from antennas on this structure exceed the FCC General Population limits in this area. Stay at least ® ft. from the antennas. Before working within that range, call 800-638-2822 (opt. 90) to deactivate the antennas. AT&T Site USID 304999 PROPOSED RF SIGNAGE I NO SCALE NOTICE RF energy emitted by this antenna may exceed the FCC's exposure limits for the general public. Stay at least❑X feet away from the antenna. Call AT&T at 800-638-2822, option 9 then 3, for help if you need access within�X feel. PROPOSED RF SIGNAGE I No _ _ aw 161 INVERNESS DR WEST 2ND FLOOR ENGLEWOOD, CO 80112 a. BLACK & VEATCH 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 IDLO7161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE RF SIGNAGE DETAILS SHEET NUMRER A-5 PROPOSED METER PROPOSED AT&T SMALL CELL METER PEDESTAL oESTAL TroN.A.0 OA TO rooAOIN °"1 wcoMmc POWER MILBANK ND8A8D-0-20a-KK 125A, 120/2wVAC, PROPOSED (1)) k THw 2//TT-D 2 IT �EUURAL o& SOURCE R ENcw R APPRov[o E �D CENTER �1)HNa E�2.1AN MNIM M O APPROVED TH -2 ClDELCO (,) N„ THHN�THWN-2 G� M ADVANTAGE (I) N1z To 2, __ 06/02/22 2KwT PwO MODULE N () Nlz E�UCV [uianL SYSTEM BONDING JUMPER AIRSCALERDUAL RR (1) 2-#8 THHN/THWN/VW-1 PER NEC 250.28 _. •.vna: R n�ro�ALLIS RADIO TYPE TG-ER #6 CU GROUNDING >?�!* ELECTRODE NONDUC OR PER EC 250.66(A) CADWELD 12" BELOW GRADE 10 0 o 5/R80 X 10' LONG COPPER -CLAD GROUND ROD PER NEC 250.52 NDUGTOR o �� (A)(5), 250 53 (A) AND 250.68 MAX MUM DISTANCE • GO ]pA [71AI7A211VAC <645'-O"5% VOLT DROP O 30A #4AWG BARE CU GROUNDING ELECTRODE CONDUCTOR PER N28016-1053' 59 VOLT DROP 0 30A NEC 250.66(B) * AC RUN MAXIMUM LENGTH IS 1053'-0 INCLUDING BURIED DEPTH. ANY 2 CONCRETE ENCASED ELECTRODE AC RUN LENGTHS BEYOND THIS MAXIMUM SHALL BE ADDRESSED WITH THE PER NEC 250 52(A)(3)(1) OR (2) APPROPRIATE ENGINEERING TEAMS AS SOON AS THE SITUATION ARISES. NOTES �� PROPOSED N SMALL CELL (12) BREAKER LOAD CENTER L NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER 60 DISCONNECT (CS 1 PHASE, 3 WI D OR nvPROvfD fOUL) THWM-2, TURN 2, RHW-2, XHHW-2 WIRE UNLESS NOTED OTHERWISE. 60A, 120/2411HE 1 PHPSE, 3 WIRE (SEE PANEL SCHEDULE FOR LOADING) 2_ ALL NSTALLED CONDUCTORS AND SIGNAL CABLES TO BE CLEARLY MARKED "AT&T SMALL CELL' WITH BRASS OR FIBERGLASS TAGS. DELTA 3 o ADVANTAGE 2KW 3_ ALL GROUNDING AND BONDING TO BE PER THE RECOGNIZED PWR MODULE EDITION OF THE NATIONAL ELECTRIC CODE (NEC). o AIRSCALE DUAL 15A AL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING ITEMS SHOWN ON RRH AHFIB RADIO �\ /� THE ONE -LINE DIAGRAM AND NOTIFY THE ENGINEER OF ANY p p olscREPANCIEs. n n 5- THE DISTANCE FROM THE AC LOAD CENT ER SAFETY SWITCH TO RRHS o 0 IS LESS THAN 30 FEET, VOLTAGE DROP IS NEGLIGIBLE ELECTRICAL ONE —LINE DIAGRAM I NO SCALE 1 1 1 NOT USED I NO SCALE 1 z 1 NOT USED I NG SCALE 1 3 1 NOT USED I NO SCALE 1 4 1 NOT USED I NO SCALE Z_= at&t 161 INVERNESS DR WEST 2ND FLOOR ENGLEWOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH SHEACUSE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO 129454.106' DRAWN BY: AT CHECKED BY BJo o1/.1/22 REV LATE NESVIIITI ON �P Q TO AITER THIS DOCLPEYT IDL07161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 APPROVED OI 02 22 a a a 4 4 Q SITE LOCATIO IDLO7161 F_R TIT I43.633992' a-116.354681 EXIS71NC STEEL .WIGHT POLE I�7 W � TO — EEX INT NG TO,\ IA- 1 TO, a \I'� � Up rXlsl Nc E (Tn) OU OU 00 CID 0/ 0/ I SI NO CUKH J -- EX ST NCGU1T-R / --�'T G SS" AREA 4 4 AS a 4 4 Nc I 1 Q 01 L---,---- 4 Ini a / PROPOSED 22'-8' FIBER 4 �+ NDHOLE 0 4i /\ E USTICK RD POLE GROUNDING DIAGRAM 10'- .'/s COPPER CLAD STEEL GROUND ROD EXISTING SIDEWALK RAMP Q /1 NOT USED o A�Ll�PEI FIELD FABRICATED GREEN HORIZONTAL APIECE PARALLEL HORIZONTAL SPLICE OF CONDUCTORS STRANDED INSULATED TYPE 2-YA-2 COPPER LUGS TWO HOLE - LONG BARREL LENGTH HORIZONTAL TO HORIZONTAL CABLES PARALLEL THROUGH CONNECTION OF HDRIzoNTAL CABLES TYPE SS TYPE PT PARALLEL HORIZONTAL STEEL SURFACE CONDUCTORS FLAT STEEL SURFACE OR PARALLEL LEAD END TAP OR HORIZONTAL PIPE HORIZONTAL THRU CONDUCTOR TYPE YA-2 VERTICAL PIPE CABLE DOWN AT Pl TYPE HE TO RANGE TEE HORIZONTAL TEE TYPE PC RUN OF HORIZONTAL OF VERTICAL PIPES TYPE AS VERTICAL STEEL SURFACE CABLE DOWN AT 45* TO VERTICAL THROUGH INw STEEL SURFACE wcDlNc PIPE TYPE AS AND TAP CABLES TYPE TA THROUGH CABLE TO ROUND Roo CABLE TO TOP OF caouND Roo TYPE AT EXOTHERMIC WELD CONNECTIONS 1® amt 161 INVERNESS DR WEST 2ND FLOOR ENGLEWOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH SHEACUSE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO. 129454.1069 DRAWN BY: AT CHECKED Br_ BJL o5/oa/2] �P Q INLESS THEY ARE ACTING INTER FlITION TO RUDER THIS DOWIAENT IDL07161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE POLE GROUNDING ELEVATION AND DETAILS SHEET NUMBER G-1 so so so so AB ANCHOR BOLT LB(S) POUND(S) ABC ABOVE LF LINEAR FEET LDITIIIIDEC cuRRENT LTE LONG TERM EVOLUTION ADDL ADDITIONAL MAS MASONRY APPROVED I AEF AEG ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ME X MAXIMUM MACHINE BOLT /ELECTRIC 06/02i22 UGP uAP UGP AD AMPERAGE INTERRUPTION CAPACITY MECH MECHANICAL �, __ COMMUNICATIONS UN1 HIT UN1 ALUM ALUMINUM MFR ANIFASTER TUIll ANT ALTERNATE MGB MASTER GROUND BAR GROUND CTRIC — OHa OHP OHa— ANT ANTENNA NIMUM OVERHEAD TELCO/COMMUNICATIONS AFT—HT—oAFT APPROX APPROXIMATE MISC MISCELLANEOUS UNDERGROUND FIBER/POWER UGF/P UGF/P UGF/P ARCH ATE ARCHITECTURAL AUTOMATIC TRANSFER SWITCH MTL MTS METAL MANUAL TRANSFER SWITCH UNDERGROUND FIBER UGF UGF UGF UGF AWG AMERICAN WIRE GAUGE MICROWAVE BAIT BATTERY (N) NEW FIBER LINE F F F F BLDG BUILDING NEC NATIONAL ELECTRIC CODE UNKNOWN UTILITY — UNID UNID UNID UNID— BLK BLDG BLOCK BLOCKING N0.(#) NUMBER CHAIN -LINK FENCE x x x BM BEAM PLO OC NOT TO SCALE ON CENTER WOOD/WROUGHT IRON FENCE ��o 0 0 o BTC BOF BARE TINNED COPPER CONDUCTOR BOTTOM OF FOOTING GREG OPENING UP) PROPOSED WALL STRUCTURE CAB CANT CABINET CANTILEVERS P/C PRECAST CONCRETE PROPERTY LINE (PC) CHI CHARGING PCs PERSONAL COMMUNICATION SERVICES RIGHT-OF-WAY CLG CEILING PCP DEC PRIMARY CONTROL UNIT PRIMARY RAD10 CABINET SETBACKS CLR COL CLEAR COLUMN PIP POLARIZING PRESERVING EXOTHERMIC CONNECTION COMM COMMON PSF PSI POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH MECHANICAL CONNECTION ■ LUNG CONSTR CONCRETE CONSTRUCTION PT PRESSURE TREATED CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e DBL DOUBLE FIR QTY POWER CABINET QUANTITY TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e T DC DEPT DIRECT CURRENT DEPARTMENT RID RADIUS EXOTHERMIC WITH INSPECTION SLEEVE 0 DF DOUGLAS FIR RECT REF RECTIFIER REFERENCE GROUNDING BAR o DIA DIAMETER REINF REINFORCEMENT GROUND ROD II �� IH DWG DIM DWGONAL DIMENSION REQ'D REQUIRED TEST GROUND ROD WITH INSPECTION SLEEVE III ^T �J DWG DWL DRAWING DOWEL NET RMC REMOTE ELECTRIC TILT RIGID METALLIC CONDUIT POLE o (E) EXISTING RRH REMOTE RADIO HEAD EXISTING HAND HOLE O EA EACH NNu REMOTE RA010 UNIT EC ELECTRICAL CONDUCTOR Nwr RACEWAY PROPOSED HAND HOLE O EL ELEVATION SON SCHEDULE MANHOLE MH ELEC ELE CTRICL SHT SHEET TELCO PEDESTAL IT] EMT ENG ELECTRICAL METALLIC TUBING ENGINEER SIAD SIM SMART INTEGRATED DEVICE SIMILAR TRANSFORMER ® EO EQUAL SPEC SPECIFICATION EXI EXPANSION SQ SQUARE SWITCH Exi ExiE RIOR SS STAINLESS STEEL GROUND/NEUTRAL CONNECTIONS © 0" FAB FABRICATION STD STANDARD WATER GATE VALVE FF FG FINISH FLOOR FINISH GRADE STL STRUCT STEEL STRUCTURAL WATER HYDRANT (� FIR FACILITY INTERFACE FRAME TEMP TEMPORARY FIN FINISHED) THE THICKNESS WATER METER O TMA TOWER MOUNTED AMPLIFIER FLR FDN FLOOR FOUNDATION TN TOE NAIL TOA TOP OF ANTENNA ELEVATION REFERENCE FOC FOM FACE OF CONCRETE FACE OF MASONRY T0C TOP of CURB TOF TOP OF FOUNDATION FOS FACE OF STUD TOP TOP OF PLATE (PARAPET) DETAIL REFERENCE e FW Fos FACE OF WALL FINISH SURFACE TOS TOP OF STEEL SECTION REFERENCE J �� 1 R FTG GA FOOT FOOTING GAUGE TOW I TYP TOP OF WALL TRANSIENT VOLTAGE SUPPRESSION SYSTEM TYPICAL BREADTHS VA GEN GFCI ALL ATV GAS GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GALVANIZED GLOBAL POSITIONING SYSTEM US UL UNO UMTS UPS UNDERGROUND UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UNINTERRUPTMLE POWER SYSTEM GND GSM DRR FOR HVAC HT OR IN INT GROUND GLOBAL SYSTEM FOR MOBILE HEADER VIF HANGER W HE"CEEENT CATION/AIR CONDITIONING W/ HEIGHT WE INTERIOR GROUND RING W P. INCH WP INTERIOR WT (DC POWER PLANT) VERIFIED IN FIELD IN WITH WOOD WORK POINT WEATHERPROOF WEIGHT LEGEND ABBREVIATIONS amt 1611 INVERNESS DR WEST 2ND FLOOR ENGLEWOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH STEPS, USE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO. 129454.1069 DRAWN eY: AT CHECKED BY VU os/oa/zz �P Q UNLESS THEY ARE ACT NO UNDER THE D NEITII IDL07161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN-1 ON L, E IDI.1\ - osE of CONSTRUCTION oRAwwcs. THE wuowlNc DEFINITIONS SHALL APPLY. 7 RAL coNTRACTOR - OVERLAND CONTRACTING INC- (e&v) APPROVED RSHALL� BE COMPLETED NAS INDICATED ON THE DRAWINGS AND AT&T PROJECT ,__ 06/02/22 RACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS ,iB: �n zezz uio PROPOSED WORK AND SHALL MAKE PROVISIONS, GENERAL CONTRACTOR SHALL BE OR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS FIELD CONDITIONS DI MENSONS, G THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH 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. fi. 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 N0T TO BE SCALED, THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED, SCALES SHOWN ARE APPROXIMATE. 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 INSTALF-ON 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. I1_ 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 W PIJGABLE 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 NOTES. 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 TO BEGINNING CONSTRUCTION. 15_ CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE 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 CONTRACTORS EXPENSE TO THE SATISFACTION OF THE OWNERN 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 CT 2-A10-B:C AND SHALL BE WITHIN 25 FEET 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 SY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. CONTRACTOR TO ENSURE LOCATES ARE COMPLETED PRIOR TO DIGGING IN THE ROW_ IF UTILITIES ARE INDICATED WITHIN 3 FEET OF THE PROPOSED ROUTE. OR IF CROSSING EXISTING UTILITY CONTRACTOR To POTHOLE EXISTING UTILITY TO DETERMINE DEPTH AND EXACT LOCATION PRIOR TO CONSTRUCTION.IF UTILITY IS DAMAGED DURING THE INSTALLATION OF THE NEW CONDUIT, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE UTILITY IMMEDIATELY AND IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO HAVE ANY DAMAGE FIXED AND/OR REPAIRED PRIOR TO CLOSING THE EXCAVATION. 25. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EOUI PMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 26. 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. 27. 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_ 28. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 8D PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLDWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 29. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER 30. 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. 31. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 32. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 33. 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). 34. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 35. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 36. 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_ 37. 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. 38. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS_ 39. 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 - 40. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REOUIREMENTS- 41. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOU Ni NG 42. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES_ 43. 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_ 44 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. 45. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 46 AT F ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURERS RECOMMENDATIONS. 47. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 48. 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/NU T AND CONNECTOR NECK FOLLOWED BY A MIN MUM OF 2 WRAPS OF QUALITY BLACK VINYL TAPE OVER HE BUTYL OR SELF -FUSING TAPE. DO NOT COVER AND HEAT DISSIPATING SURFACES WITH WEATHERPROOFING - 49. 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 +/- 5W AS DEFINED BY THE RFDS_ ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.57. AS DEFINED BY THE RFDS- REFER TO ND-G0246- 50. JUMPERS FROM THE TMAS MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH SECTOR. 51. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 52. TMAS SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 53. ANTENNAS SHALL HAVE A 2'-0' MIN. CENTER TO CENTER HORIZONTAL SEPARATION. TO ROUE REOUIREME NiG 54. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 55. ALL RE 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-GRCURSING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE- GROUND BAR, ANTENNA BRACKET METAL 59. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (244 - 29.8 NM). 6Q- ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN A 7 - 23 NM). 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 6. VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE GABLE 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. 0 WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE 70-ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTES 64. 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. 65. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 66_ CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION_ REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND-OOD27 LATEST VERSION. 67. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2' DIA. LOT AND SHALL NQT EXCEED 6'-0 68- ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0OC 69- CONTRACTOR SHALL FOLLOW ALL MANUFACTURER S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT_ 70. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS GENERAL CABLE AND EQUIPMENT NOTES 71. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION_ 72. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'5 RECOMMENDATIONS. 73. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING 74. ALL OUTDOOR RE CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE SET 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. 75. 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 RECUIRED- D.DO N07 PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 76. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS_ FOLLOW THE MIT FACTURER'5 RECOMMENDATIONS. A GROUNDING AT THE ANTENNA LEVEL B_ GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 20o'-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. F. 77. 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. 78. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 79. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS_ 80. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" T-BOOM SECTOR ANTENNA MOUNT, IF APPLICABLE, INCLUDING ALL HARDWARE. 81. CLOSEOUT DELIVERABLES SHALL INCLUDE PHOTOS OF ALL MOUNTING HARDWARE INSTALLED TIGHT AND MARKED. 82. INSTALLATION MANUALS FOR RAYCAP REDLNED TO COMPLY WITH AT&T SPECIFICATIONS CAN BE ACCESSED IN THE BLACK & VEATCH TURF SOW LIBRARY VIA THE FOLLOWING UNIT HTTPS//BLACKANDVEATCHSHAREPOINT. COM/TEAMS/ESS/TELECOM/PROJECTS/PUBLICNETWORKS/ATT/ATTTURF/ ATTTURFSCOPEOFWORKDOCUBENTS/-LAYOUTS/15/START.ASPX#/SHARED%20DOCUMENTS/FORMS/ALLITEMS.ASPX at&t `f 161 INVERNESS DR WEST 2ND FLOOR ENGLEWOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH SHEACUSE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO. 129454.1069 DRAWN BY: CHECKED BY BJD Yl/.1/22 �P Q� UNLEII THEY ARE AA- TILDE TIE D IDATI01 To ACTER THE B.-ENT IDL07161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE GENERAL NOTES SHEET NUMBER GN-2 / DITIONS R SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS RING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, APPROVEDFR «IIF RELATE T, T PRIIFIT IA°II RF RR ITT IP IHRIN , F RL PER, , C6Lo2/22 _. •.vna: a n 1S 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 RADIUS 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 HE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS- ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCNTION) NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5- N A (NATIONAL FIRE PROTECTION ASSOCIATION) 6 OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES INC.) 8- AT&T GROUNDING AND BONDING STANDARDS TP-76416 14 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 CON7R C70R SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, B CKFILLING, AN D REMOVAL OF EXCESS DIRT_ D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND PPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE CONiR C70R SHALL PREPARE A 0 MPLETE 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 21 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 HAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AS MINIMUM. VERIFY 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 - 22 MATERIALS AND EQUIPMENT A CONDUIT 1_ RIGID METAL CONDUIT (RMC) SHALL BE H07-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 AWA AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #8 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 UP BELL 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, QUICK -BREAK, EXTERNALLY OPERABLE HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, OL LABELED FURNISHED IN NEMA 3R ENCLOSURE. SQUARE-D OR ENGINEERED APPROVED EQUAL D_ CHEMICAL ELECTROLYTIC GROUNDING SYSTEM_ I RFCQUI REM. T REE ELECTRODECONSSTNAROSSM (2 EXIST IT ATERIA M BE LYNQD E XIT GRQUNDING ROD PROTECAS TYPES z-(*)os oR K2L-(w)Qs (�) LENGTH As REQUIRED. 2 GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON -TRAFFIC APPLICATIONS. INCLUDING BOLT DOWN FLUSH COVER WITH BREATHER' HOLES, XIT MODEL #XB-22 ALL DISCONNECT SWITCHES AND R CONTROLLING DEVICES SHALL BE PROVIDE WITH ENGRAVED LAMICOID NAMEPLATE INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACRULL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E SYSTEM GROUNDING 1_ ALL G OUNDING COMPONENTS SHALL BE TINNED AND GROUNDING GO DID SHALL B AWG BARE SOLID O'IFEES 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 RECTANGULAR CROSS SECTION_ STANDARD BUS BARS BOB, 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. HEAVY 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 LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINKI ERRITHEIMI WELDED CONNEITIONS SMALL BE PROVIDED IN IT FIRM AND SELECTED FOR THE 1PEITIC TYPES . SES AND COMENAT INS .1 CONDO CTURS AND OTHER LESS TO BE CONNECTED 5. GROUND ROCS SHALL BE ERIGQ 615800, COPPER -CLAP STEEL W HIGH -STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TOTCORE, 5/A SO -0"_ ALL GROUND INC 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 HE 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 - EX ECUT ON 3.1 GENERAL. A MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B_ EQUIPMENT S TER, AND AGAINST CHEMICA OR MECHANICAL �OFJBY DURING w'FALLING I A X coN'TRUSTON 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 PERFORMANCE C. UPON COMPLETIOTHEN OF WORINTENDEDK, 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 COORDINATIONS. 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. 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 80 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 36" UNDER ROADWAYS PARKING LOTS. STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 24 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 MAINTEENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED LEMELE STEEL CONDUIT AT ALL POINTS OF CONNECTION 70 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 -BEN pS- CONDUIT BEND SHALL BE MADE WITH THE OIL 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. 8_CONTRACTOR S R SPDNSIB E FOR PROTEC LNG ALL CONPUTS DURING CONSTRUCTION STRCC ON TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED Cl CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVER - 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. To INSTALL 2500 LB TEST, NYLON PULL STRINGS WITH FOTTAGE TAPE 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. 1 _ PROVIDE CORE DRILu G AS NECEIS RY R NETRATIo S To ALLOW OR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NCT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL IF THE *ALL IS STRUCTURE FIRE STEP' FLOOR PENETRATIONSL P EPV ENT URPOSESSAGE OF WATER, SMOKE, FIRE, AND FUMES ALL MATERIAL SHALL BE UL APPROVED FOR 14. ALL CONTRACTORS WORKING IN POWER SPACE MUST BE APPROVED BY XCEL ENERGY AND HIGH VOLTAGE CERTIFIED. B- CONDUCTORS AND CABLE 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS- 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 BONDING STANDARDS TP-76416, ND-OG135, AND THE NATIONAL 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 N07 BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE 7RANSENT VOLTAGE RISES. a. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE Two GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUND RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUND RING SHALL BE BONDED 0 THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAT PIPING ONLY). SEE STANDARD 6.3.2.2. 5, TIGHTEN GROUNDING AND BONDING CONNECTOR ,INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTOR AND BOLTS. WHERE MANUFACTURER 'S 70ROUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ENSURE PERMANENT AND EFFECTIVE GRQUNDING_ 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S IESTRUCTIGNS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS- EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. B- APPLY CORROSION -RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED_ 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 AREA MINIMUM DISTANCE OF 36" DEPTH OR 6' BELOW FROST LINE, USING THE GREATER OF THE TWO DISTANCE S- 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. 1A 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 7ES7 REPORTS UPON COMPLETION_ B- WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND N07 TD COMPLY WITH THE SPECIFIED REOUIR EMENTS, 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 1000V DC 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 161 INVERNESS DR WEST 2ND FLOOR ENOL'WOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH SHEACUSE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO. 129454.1069 oRAwN eY: CHECKED BY BJD os/oa/2]VOIll FOR REV SALE MEIVRIOTINK \�P Q 7 TV TO ALTER THIS EOYU.EUHSN IDL07161F_R01 15461608 NORTH EAGLE ROAD MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN-3