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HomeMy WebLinkAboutSite Plan (IDL07160F_R03) V1PEOF WOR�T- P �L.f A NEW WIRELESS INSTALL4TION ON \` e// OPEWILL CONSIST OF THE 1 i ' APPROVED TS WITH at&t i at&t �{ OAIE O6/02122 ITS WITH ENCLOSURE CTIFlERS WITH ENCLOSURE 1 FXENU�FI.a�m10 DESTAL 1 �� i 161 INVERNE55 DR WEST ND FLOOR \ ENGLEWOOD, CO 80112 C RAN_I D L07160 F_R03 FA #: 15461607 ©® GENERAL NOTES MICRO SMALL CELL BLACK & VGA 1 CH 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 HUB U S I D #:SUITE 4600 SOUTH SYRACUSE STREET 800 NO COMMERCIAL SIGNAGE IS PROPOSED. SITE PHOTO DENIVER, COLORADO 80237 NODE USID #: 305000 ENGINEERING 1601 TEN MILE RD PROJECT NO: 129454:1068 DRAWN BY AT 201INTERNATIONAL BUILDING CODE (IBC) OR LATEST ADOPTED CODE 2017 NATIONAL ELECTRIC CODE OR TATEST ADOPTED CODE TIA/ETA-222-H CODE OR LATEST EDITION CHECKED BY: BJD IN THE EVENT OF CONFLICT, THE MOST RESTRICTNE CODE SHALL PREVAIL. MERIDIAN, ID 83646 PROJECT INFORMATION LOCATION MAPS DRAWING INDEX SITE ADDRESS: 3250 WEST CHERRY LANE MERIDIAN, ID 83646 VICINITY MAP NO SCALE LOCAL MAP NO SCALE SHEET NO. SHEET TITLE T-1 TITLE SHEET PACE ID: MRUTH044286 -�Payelle • Ba11k5 A OVERALL SITE PLAN FA NUMBER: 15461607 11d U0 � T/ '1 1N GEM —STONE {� A POLE ELEVATIONS AND RISER DETAILS A-3 EQUIPMENT DETAILS HUB USID: NA NODE USIA: 305000 COUNTY: AAA Frwtlantl PI���%'-_ BBRD • - _ •� _ -- _ _ �Gx.., �.. I� " - - -- _ _ yR_ I A-4 EQUIPMENT DETAILS os/oz/zz DRUG. 1.1 A-5 RF SIGNAGE DETAILS DATE DESCRIPTION E-1 ELECTRICAL DETAILS IATTUDE (NeD 83): 43.61942,F •HOr5e6R0e ].t '� Enlnletl ''\, 1U+., G-1 POLE GROUNDING ELEVATION AND DETAILS GN-1 LEGEND AND ABBREVIATIONS 4T 3]' 9.93* N T GN-2 GENERAL NOTES LONGITUDE (HAD 83):-116.433894' 116 26' 2.02" W ]0 ( .-' � �S,), GE-3 GENERAL ELECTRICAL NOTES GROUND ELEVATION: NA ANIENN4 TIP HDGHT: 137'-2" AGL •EagIB ZONING JURISgCTIgJ: MERIDIAN was, - _ 1 .1c 11Oi I $ r ZONING DISTRICT: NA "b'�NIRNien BoiseW ERRY LLN O WGIBIRY LN Q ARM.: S120 —006 OCCUPANCYGROUP, U CONSIRUCBON TYPE I-B gees T ewM FkN r OFALTER EER, TH POWER COMPANY: IDAHO POWER TELEPHONE COMPANY: AT&T N eea N IDL07160F_R03 RF ENGINEER: CEAUDIO POZZI ♦ - L LEASING AGENT: SHAWN TURK 15461607 (720) 834-4361 ZONING AGENT: DREW WAGNER nh Mgfplry <2�° m°[� n`+ �""° '�'� 3250 WEST CHERRY LANE MERIDIAN, ID 83646 pzo> e34-4205 , MICRO SMALL CELL CONSTRUCTION MANAGER: TOM FARLE (720) 834-0038 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED CONTACT INFORMATION DRIVING DIRECTIONS 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 SHEET TITLE TITLE SHEET ENGINEER. BLACK & VEATCH CORPORATION 4600 S SO 802E ST., SUITE 300 DENVER, CO 8023] DIRECTIONS FROM AT&T OFFICE: FROM INVERNE55 DR WEST. HEAD GO STRAIGHT ON INVERNE55 OR W. TURN LEFT ONTO E DRY CREEK RD. KEEP RIGHT ONTO N RAMP. GO STRAIGHT ONTO N CO/WV STATE SERVICE ALERT DIGLINE.. UND BR; ROUND SHEET NUMBER RDER, KEEP RIGHT ONTO I-80 W RAMP, TAKE EXIT AT BE, GO STRAIGHT ONTO 1-80 WY UT STATE BORDER, KEEP RIGHT ONTO 1-84 W RAMP TAKE EXIT AT 168. GO STRAIGHT , CONTACT. PATAMA- VIBYA SHANKAR (702) 894-4558 ONTO 1-15 N RAMP, GO STRAIGHT ONTO 1-84 W RAMP, GO STRAIGHT ONTO 1-84 W UT/ID STATE BORDER, KEEP RIGHT ONTO S MERIDIAN RD RAMP, TAKE EXIT AT 44, KEEP LEFT ON S MERIDIAN RD RAMP, GO STRAIGHT ON S MERIDIAN RD RAMP, GO STRAIGHT ONTO E MERIDIAN RD, KEEP LEFT ONTO SR 55 HWY, GO STRAIGHT ONTO E 1ST ST, TURN LEFT OM E FAIRVIEW AVE. GO STRAIGHT ONTO W CHERRY UN. SITE WILL BE ON THE RIGHT. — Tl 1-800-332-1585 Cd�p1L � D(�- a KOURS BEFORE YOu 010 s bel0lw- KeCallbeforeyoutlig- T 1 (emu.DLS.S ..RE.Yx.1w11) < w sTBv wl - CVERQo m ° THIS DRAWING IS —' — — — — NOT A SITE SURVEY APPROVED z `I O SHOW PHOW HETDEVELOPED DRAWINGIS A /y��1T ■ ��. O6/O2122 .a� yP� y IT I A \ InL�- RELATES TO THE PARENT PARCEL AND ADJACENT PROPERTIES. R.O.W. MEASUREMENTS ARE APPROXIMATIONS. ' A�ry V� � f HIENUMBER:azoasul- A. .._...._.._ P •• - -- ° 161 INVERNESS DR WEST W CHERRY LN X o w CHERRY N W 2ND FLOOR ENGLEWOOD, CO 80112 , m 0. -<21 wD. BLACK & VEATCH SITE PLAN MAP No SCALE 1 SITE PHOTO 2 w J Z a 4600 SOUTH SYRACUSE STREET SUITE 800 DENIVER, COLORADO 80237 PROJECT N0: 129454:1068 325O W I WI F Z ° CHECKED BY: &ID EXISTING GRASSY n AREA P ) CHERRY LN A.P.N.EXI -. ° d 51203449006 TREEI"(TYR) EXISTING MANHOLE j 4 EXISTING EQUIPMENT EXISTING SIGN BOARDN SIGN BOARD/�, W .r W W W W W W W W W EXISTING W LE (nP) EXISTING EX STING UTILITY POLE W W W W W W W W W / PROPOSED METER PEDESTAL A-4 E-1 d PROPOSED UG CONDUIT 05/02/x2 — - .y� iW - - - o� FROM PROPOSED POLE TO PROPOSED METER EXISTING SIDEWALK RAMP ° - d EXISTING ° SIGN POST n A _ A-2 W - q�, n ® _d. 4--. EXISTING SIGNAL POST EXISTING TRAFFIC SIGNAL POLE TO REMAIN d EXISTING DIRT AREA e a0 dn° SITE LOCATION IDL07160F_R03 \�P EXISTING DRIVEWAY EXISTING SIDEWALK (nP) 43.619424' - 116.433894* EXISTING RIGHT-OF-WAY LINE PROPOSED UG CONDUIT Q� EXISTING CURB (nP) EXISTING GUTTER (TYR) FROM PROPOSED HAND HOLE TO PROPOSED POLE PROPOSED HANDHOLE 6 (BY FIBER PROVIDER) p_3 IS PERSDN. UNLESS THEY — — UNDER T RE TO -EG THIS DOW— IDL07160F_R03 ExIsrlNc CENTERLINE OF ROAD (TYP) 1 5461 607 3250 WEST CHERRY LANE N _ _ W CHERRY LN MERIDIAN, ID 83646 — — — — — — — MICRO SMALL CELL SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 6 D 6 OVERALL SITE PLAN D•6 1 8"=1 71, A EEN CREATED BASED ON THE ASSUMPTION THAT THE IT 1 TC OT THE PROPOSED ACITYOC DETERMINED LOADING. APPROVED OF 06A)2122 XECT _. •.vna: a n�, 1 IRAFHL �MEHA AHMITINOr-----= �u n xlSr N., cRAx (—I El EXISTING ZEST ELEVATION, EXISTING POLE SIGNAL EXIS ING CUTB 1 W CHERRY LN ±37 -2 ALI TOP OF PROPOSED lil ANTENNA (1) PROPOSED CANISTER _ 6 -zAC ' ANTENNA ON PROPOSED TEN NA ANTENNA MOUNT t35'-2" AGL BOTTOM OF PROPOSED e4 & 5 NTEN NA A-6 A-, I c'-I06 PGOLCOP OF Lc Aav AI A„FMEXI 'TRAmC GAM.. � ARM SING =— NOiE: 1. PROPOSED EQUIPMENT TO BE PAINTED TO MATCH EXISTING POLE. 5 ANAL AHM I A A4IM EVI PROPOSED EMERGENCY PLAQUE (ON BACK SIDE OF POLE) B PROPOSED FIBER HANDHOLE A_3 ISEE A-1 FOR HANDHOLE NSTALL LOCATION) PROPOSED 2" CONDUIT FOR POWER PROPOSED 2" CONDUIT TO FIBER P.O.CEXISTING CRADF I=F{-F 1 -I 1 1 1 �_ PROPOSED WEST ELEVATION PROPOSED AT&T RE SIGNAGE 15'-0"e MIN. BELOW ANTENNA MOUNT q-D telcmENTGSLUI M ED SEE A -I FOR ACTUAL DISTANCE OF POLE FROM CURB AXISTING U RR W CHERRY LN PROPOSED EQUIPMENT SHROUD BLADED TO POLE CONTAINING. (1) PROPOSED DUAL -BAND RADIO UNITS (1) PROPOSED TRI-BAND RADIO UNITS (2) AC/DC RECTIFIERS (1) PROPOSED LOAD CENTER 0 (1) PROPOSED CANISTER CC NTENNA ON PROPOSED ANTENNA MOUNT 0EXIS_ Ef 1.1 Z N HISIT ARM AqGCM EXISTING cueB G. R�� BB W CHERRY LN ANTENNA SPACE PLAN VIEW No SCALE 1 NOT USED I NO SCALE 1 2 1 NOT USED at&t 161 INVERNESS DR WEST 2ND FLOOR ENGL'WOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH SHEACUSE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO. 129454.IS- DRAWN ByAT CHECKED BY_ BID 01/02/22 �P Q TO PETER HNIS DOW.El IDLO71 6OF_R03 15461607 3250 WEST CHERRY LANE MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE POLE ELEVATIONS SHEET NUMBER A-2 s4 3ltmm) 4.6"b \\70mm) APPROVED rOUNT)�25 11.3 kg) DALEO6/02/22-10 FEMALE 440 AMOUNTING -' BOLT O.D. .� - � � L " I�� NOKIA AIRSCALE DUAL B25/66 320W AHFIB DIMENSIONS, WO COVER HXW%D: (22.04%12.13"X5.87") 560x308X149mm WITH COVER: (2B.]0"x15.40"x9.50") 729x391 x241mm WEIGHT, WO COVER &MOUNT: (66.13 Ibs) <30 kg WITH COVER: (90.3] Ibs) <41 kg VOLUME WO MOUNTING: (90.3 fl') <26 LRERS 12.13"(OWITH COVER: (2.51 fl') <71 LBERS �{ CONNECTION: (4) 4.3-10+ DIN FEMALE ANTENNA CPRI 9.8 Gbps OPTICAL POWER CONSUMPTION: 1,20OW Prt PET opn O GM ll � U 1 0 '. � n m N um, ANrz ,NT, NR4 CHARLES SH60-482420 DIMENSIONS, H%WKD (VOLUME): 48.14"x24%20.63" (13.79 ft') WEIGHT: 143 Ib [ 1-.1 MOUNTING: (3) 1/2 (1) J C 09x-A W/FLUSH KIT (1) PO E F LVT tT CH CLR P/ A 20.63"(2) POSSIBLE EQUIPMENT: 1: (2) N LE R JOS, (2) DE 'Nn (1) ` .r.H'r ": ONNECT; 7_ > - (1) �TE RADIO, DI (1) /D , r k; i .':ONNECT SH 60 4824 20 NOKIA RADIO M ODELS R OO m NA ._ GNNB pgRK "H - --_ PLAN VIEW FRONT VIEW SIDE VIEW 1 ���� 161 INVERNESS DR WEST 2FLOOR ENGLEYVOOOOD, CO 80112 BLACK & VEATCH 1600 SOUTH 6E SUITE n DENIVER, COLOPA :O a ..,. ANTENNA SPECIFICATIONS NO SCALE 1 RADIO SPECIFICATIONS NO SCALE 2 EQUIPMENT CONCEALMENT SHROUD SPECIFICATIONS NO SCALE 3 LIIaECT wo. IF—J. JY: CONCEALFAB 900109 DIMENSIONS 11- 638%7.00"0 (162.05.178—) WEIGHT: 4.66 Ibs (2.11 k9) DETPIL IS FOR GRAPHIC REPRESENTATION, CONTRACTOR MUST REFERENCE MANUFACTURERS DRAWINGS PRIOR TO CONSTRUCTION. j47 �® eI- � ® _ m USE ANTISEIZE. AS REQUIRED TOP of Posr 2" NOMINAL (2.375" O.D.) FASTENERS USED MOUMIIN POST FOR LEVELINGLTI�] (NOT SUPPLIED) FRONT VIEW SECTION A MOUNT ASSEMBLY CONCEALFAB 007948 TOP ALLANTP1ME5s DIMENSIONS HXW%L: 12,7 65 11.25' (324.169.285.75 mm) STEEL HARDWARE WEIGHT: 22 J4 10.31 ca 9A-1— DAL IS FOR GRAPHIC REPRESE TATION, GOTv-RACTOR MUST REFERENCE MANUFACTURERS DRAWINGS PROR TO CONSTRUCTION. - l® itrI ALTEFN E .EN iI 2X BOLT -I-R y, 1p� WIT ' 2 -II BOLT T.,Jf FLIEC'. b 0.50" � TOP VIEW 11.25" mo om S' f 3x 1' BAND 5.2e CI1;MP= (NOT y 15 SI;PPL'EJ) 3.06 ® x 'i _MBLv FITS 1.90 0.84 �t:•C�� 1r arTETERS 0 2X 0.88 =_=-5" TO o 3/e" FRONT VIEW `SIDE VIEW ASSEMBLY VIEW NEW BASIS FCA243624T 00006 (OR APPROVED EQUAL) FIBER 13F: ONCILT E , DIMEL X 6 24"X24" 3/8" HEX BOLT (TYP) Ibs U prL 24 F -FIDE=a I'S AlF V-rIN `UT BOX `0 • ) S LOAD N- IN TRAFFIC O N:;CE FL TRAFFIC -PARKING LOT, SIDEWALK 3 6 } 85J 4 TE 77 N=/SC-'T15/20K" z 7/e s 1/4, INSIDE DIMENSIONS " LENGTH WIDTH DEPTH 33 1/e" 21 1/2" 21" 43 ]/8" 32 3/8" DRAWINGS ARE FOR GRAPHIC REPRESENTATION OF THE FINAL ASSEMBLY. CONTRACTOR MUST RE EIRECONSTRUMCAN ACTURERS DRAWINGS PRIOR as/oz/zz INTE SCRIPneN 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, HI15.5"x11.3"x3.7" (394x287A94 mm) WEIGHT: 21 OIL. (9.5 kg) CONNECTORS: (1) AC IN, (3) DC OUT, (1) ALARM, (1) BATT INPUT VOLTAGE: 90-275VM SINGLE PHASE 3-WIRE OUTPUT VOLTAGE : az-seux MOUNTING KIT: WALL (3]99920fi00-S), POLE (3J99920800-5) WALL MOUNT POLE MOUNT BOTTOM VIEW NOKIA AIRSCALE TRI B12/14/29 370W AHLBBA ,IEr .,., ER. FxeVxD: (2401"x1409 83") 610x358x199mm ;CVLR (2850"X1484 x8.x746") ]24X37JX215mm I,.I < (94.80 Ibs) 43 kg „T1 CC—, (101.41 Ibs) 46 kg UME: (1.J] ft') 50 Liters -:'NNECTION: (4) 4.3-10 DIN FEMALE ANTENNA (2) CPRI 9.8 Gpps OPTICAL POWER CONSUMPTION: 1,100W, (1,546W 10M LOAD) o t IE NOTICE NOTICE RE energy emttedbythis device may exceed the FCC's general public oVosamlI Stay at least l foot away hom the deuce. Cell B0463&2B22for help dyoa need seeress within l/ost FCC RF SIGNAGE F R IDLO7160F_RO3 15461607 3250 WEST CHERRY LANE MERIDIAN, ID 83646 MICRO SMALL CELL AT&T operates antennas at this structure. Above this point you are entedng an area where radio frequency (RF) fields may rzed the FCC General Population Exposure limits. Follow safetyguidelines for working in an RF envimnmenc deep 3❑n. away tram me rronts of tennafi. Contact AT&T at 800-638-2822, opt. 9, 3 and follow their in, Don, prior to pbovethis point.maintenance or repairs This is AT&T Site USID 305000 In case of emergency, or prior to performing maintenance on this site, call 800-638-2822 and reference USID number F SHEET TITLE EQUIPMENT DETAILS EMERGENCY PLAQUE SHEET NUMBER �-� AT&T RF SIGNAGE AC/DC RECTIFIER SPECIFICATIONS No SCALE 7 POLE SIGNAGE NO SCALE 8 RADIO SPECIFICATIONS I_ --�-= 9 �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. 129454.1068 DRAWN BY: CHECKED BY BJD �P Q IDL07160F_R03 15461607 3250 WEST CHERRY LANE MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-4 (�j�E1Z,IDIAN�- APPROVED BAR O6/02122 Ru NMNER:^-sa - TYPE ANTENNA MODEL BAND/INPUTPOWER STICKER STONE HOUSE PART NUMBER LOCATION PLACEMENT DISTANCE TEXT KALE - MHZ(ED W) 21. MHZ(ED W) T" XT" NOTICE SIGNS T HE— THE —M OF THE RADOW PICO ACOM-2F10D-lOP-R2 1900 MHZ (20 WE 21M MW(20 W), 5 GHZ El W) TWO T°X Y NOTICE SIGNS R800RPE 2' BELOW THE BOTTOM TIP OF THE ANTENNA PICO �EACERG NBE �0303T313VF%65F-O6 — MHZ(20 W) 21M MW(20 WL 5 GHZ IT W) TWO I" X Y CAUTION SIGNS RBOSRPE 3' BELOW THE BOTTOIFM F OIWEANTNNA SO' MICRO ACOM142F15D-1' 200 MHZ(160 WL 1900 MHZ(160 WL 2100 MHZ(IGO W) TWO2'%YCAUFONSIGNS RBOIPPE 8' BELOW THE BOTTOM TIP OF THE ANTENNA 16- INCHMxZ120W)21MMW(z0W),5GHZ11W)1. ROSK GER T CAOI50 PICO L-0M2-112 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 900AWZ(20 W) 21M A&Z(20 WL 5 GH211 W) TWO Y X Y NOTICE SIGHS MIOtO GALTRONICS G0241-613 1900MHZr-02JURMHZ(80W) TWO Y X i NOTICE SIGNS R801RPE S'BELOWTHE BOTTOMEPOFTHEANWNNA 30' MxZ(20W)2100MHZ(20WL5GHZ11W) TWO Y X T NOTICE SIGNS R LO ANTENNA PICO GAMMANU OYZ9%180VW 1900 MHZ(20 W) 21M MHZIII WL 5 GHZ (1 W) TW02.5" X 6S' NOTICE DECALS RD899E ON THE ANTENNA CANISTER 3' NU MHZ IF. W)— MHZ IF. W), 5.HZ IT W) Two Y X Y CAUTION SIGNS.1 THE ANTENNA IT. PICO CO SCA360FUHI2A I— M.(20 W) 21. MICE I. WL 5GEZ(1 W) TW02'% Y CAUTION SIGNS R801RPE 3'BE— THE BOTTOM TIP OF THE ANTENNA 4' MICRO ACE ACOM-2F350.18P 1900MHZ(160W)2—MH2(I—) TWO Y X Y CAUTION SIGNS BO1RP RRD899E LO WTHEBOTIOMTIP OFTHEA 11 PICO ACE ACE)ME-5D-1RP 1900 MHZ ROW) 2100 MHZ(20W), SGHZ(1W) TW02.5" X 6S NOTICE DECALS ON THE ANEWNNACANISTERN� 3- Mxz(20W)2100MHZI20WLSEEG 11w) TWO Y X i NOTICE SIGNS PROD SG 1— MH2 (20 W) 21. MHZ (20 W), 5 GHZ(1 W) TWO3.5 X6.5 NOTIU DECALS RDB99 ON THE 4G ANTENNA CANISTER 3 NOKIA EWD/AEWE 39GHZ(126W) MICRO SG ACE ACOM-2F15D-18P 1900 MHZ I160V/) 2= MHZ(160WE SGHZ(IVA TWOYx ACA)TIONSIGNS RBOIRPE 5'BE—THE BOTTOM W—NESGANTNNA IT NOKIA AEWD/AEWE 39GHZ(126W) GH2(126W) PICD SG ACE AGE-1-18F 1— M. ROM 2—MHZ 120W L 5GW (1W ) TWO Y x Y NOTICE SIGNS RBOORPE 4 BELOW THE BOTTOM TIP OF THE SG ANTENNA 4 NOKM EWD/AEWE 39GHZ(1MW) PICO SG GALTRONICS GQ41-11 1900 MHZ(20 W) 21M MHZ RO WL S GHZ(1 W) TWO i x 2' NOTICE SIGNS R800RPE 4' BELOW THE BOTTOM TIP OF W— 1. NOKIAI— AEWD/AEWE GHZ (126 WI PIED SG MHZ (20 W) 21. MHZ (20 WL 5 GHZ IS W) TWO Yx2"NOTICE SIGNS RBOORPE 3 BELOW THE BOTTOM TIP OF WE SG ANTENNA 4 NOKIA MD/AEWE 39GHZ(126W) PICO SG GALTRONICS GC241OO6M5 1900 MHZ(20 W) 21M MHZ(20 WL 5 GHZ (1 W) TWO Y x 2' NOTICE SIGNS RBOORPE 4' BELOW THE BOTTOM TIP OF THE SG ANTENNA 4' AEWD/AEWE 39 GH2 (126 W) ICO SG GALTRONICS P64801 1900 MHZ(20 W) 21M MW(20 WL 5 GHZ IS W) TWOYx2'CAUTIONSIGNS RBOINPE 4 BELOW THE BOTTOM TIP OF THE% ANTENNA 4 NOKIA AEWD/AEWE 39GHZ(126W) PICO SG GAMMANU OY29%180V10 MHZ (20 W) 21M MHZ RID W), 5 GHZ IT W) TWO i x T NOTICE SIGNS RBOORPE 5'BELOW THE BOTTOM TIP OF THE SGAMENNA 6' NOXIA AEWD/AEWE 39 GH2 (126 W) ICO SG GAMMA NU OYZ9%360FSOT10 I— MHZ 120 W12100 MHZ (20 WI.SGHZ (1 WI TWO Yx2"NOTICE SIGNS RBOORPE 3 BELOW THE BOTTOM TIP OF THE 5G ANTENNA 4 NOKIA EWD/AEWE 39GHZ(126W) PICO% KMW F—R21.10112 MHZ(20W)21WMHZ120WL5GHZ(1W) TWO i x 2' NOTICE SIGNS R800RPE 4' BELOW THE BOTFOM TIP OF THE SG ANTENNA 4 NOKIA AEWD/AEWE GHZ(126W) ICO SG ROSENBERGER BA-0303T3T3VF%65F06 I— MHZ(20 W) 21. MICE I. WL 5GEZ(1 W) TWO Yx2"NOTICE SIGNS RBDORPE 3 BELOW THE BOTTOM TIP OF THE 56 ANTENNA 12 NOKIA EWD/AEWE 39GHZ(200W) PICO SG OR flOSENBERGER —HOHTETEVEX360E-1S06 MHZ 121 W) 211 MHZ 11 WL S GHZ IT W) DECALS PD899 ON THE4GAMENNA CANISTER 3' OKIA WO/AEWE GHZ (126 W) ICO SG ROSENBERGER CAL—ITITIVEX3GOFTS06 1900 MHZ(20 W) 21. M. WL 5GHZ(1 W) TWOYx2"NOTICESIGNS RSDURPE 4 BELOWTHEBOTTOMTIPOFTHESGANTENNA 4 NOKIA EWD/AEWE 39GHZ(126W) SITE SIGNAGE I No scAL- 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 3o5000 PROPOSED RF SIGNAGE ND scAT 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 305000 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 withinNfeel. PROPOSED RF SIGNAGE NO SCALE 1 3 1 PROPOSED RF SIGNAGE aw 161 INVERNESS DR WEST 2ND FLOOR ENGLEWOOD, CO 80112 a. BLACK & VEATCH 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 LE. 'HEY APE AGEND U.GE SED PROFESSIONAL ALTER TH IS DOCUMENT, IDLO716OF_RO3 15461607 3250 WEST CHERRY LANE MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE RF SIGNAGE DETAILS SHEET NUMBER A-5 i 1�APPROVED `y NOTES: ALL NEW CONDUCTOR WIRE TO BE INSTALLED SHALL BE COPPER 7HIN-2. THW-2, RHW-2, XHHW-2 WIRE UNLESS NOTED OTHERWISE. 2- ALL INSTALLED CONDUCTORS AND SIGNAL CABLES TD 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_ CONCRETE ENCASED ELECTRODE PER NEC 250 52(A)(3)(1) OR (2) GO SUPPLEMENTAL ELECTRODE PER NEC 250. 53(A)(2)(3) PROPOSED METER PEDESTAL O 6PILE GA.12 0/AAA-H-s,1 PH NR �PRONEE EN�AL 60A. 12O/240VAC, 1 PHASE, 3 WIRE M SYSTEM BONDING JUMPER BER NEC 250.28 #6 CH GROUNDING ELECTRODE CONDUCTOR PER NEC 250.DI-C o o _ ` C/8012" BELOW GRADETO SOCU X CLAD 10' LONG COPPER -CLAD GROUND ROD PER NEC 250. 52 50 68 — (A)(5). zBA E (A) AND DING HE Awc BARE cu GROUNDING ELECTRODE CONDUCTOR PER NEC 230.66(B) SEE NOTE 4 PROPOSED SMALL CELL (12) BREAKER LOAD CENTER W/DISCONNECT (Rscnc-i 3sa-P-rzao-o oR A11OKIED EouU 60A, 120/2A-, 1 PHASE, 3 WIRE (SEE PANEL SCHEDULE FOR LOADING) ELECTRICAL ONE —LINE DIAGRAM (MICRO) I NO SCALE I 1 1 NOT USED I NO SCALE I 2 1 NOT USED I NO SCALE 1 3 1 NOT USED NO SCALE 1 4 1 NOT USED I NO SCALE : == amt 1611 INVERNESS DR WEST 2ND FLOOR ENOL'WOOD, CO 80112 am BLACK & VEATCH 4600 SOUTH SYRACUSE STREET SUITE 800 DENVER, COLORADO 80237 PROJECT NO. 129454. 1068 DRAWN BY. CHECKED BY BJD osToznz �P Q IDL07160F_R03 15461607 3250 WEST CHERRY LANE MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 APPROVED O 0222 �R �" � JTLTY oLE PROPOSED \H METER PEDESTAL � "PIIS I ING R GH—OF—wAY y� U/ -KISTIAI S CANAL SITE LOCATION i `�' H/ IDLO71 60F_RO3 ' O H' H' `/ `43.619424' G' vU HH'' —116.433894* UP / EXIST I NO TRAFFIC 4 \OSIGNAL POLE TO REMAIN D/ � 10'-C/ 5/8' COPPER \ � C ADHBTE EL GROUND ROD 4 OPOSED F BfR \V J H NDHOLE� �1-RAMT`IUTYPPID SIDEWALK / Q ppp �s a � 4 1HIS IING a 4 GRASSY AREA � 4 HH a 4 a 4 HH Q4Q // POLE GROUNDING DIAGRAM W CHERRY LN Q NOT USED I NO SCALE a BOND JUMPER oN FIELD FABRICATED GREEN HORIZONTAL SPLICE PARALLEL HORIZONTAL CONDUCTORS SPLICE OF STRANDED INSULATED TYPE 2—YA-2 COPPER LUGS Two HOLE — LONG BARREL LENGTH HORIZONTAL CPARALLEL ROUGH CONNECTION ABLES OF HORIZONTAL CABLES TYPE IS TYPE PT PARALLEL HORIZONTAL HORIZONTAL STEEL SURFACE CONDUCTORS TO FLAT STEEL SURFACE OR PARALLEL DEAD END TAP OR HORIZONTAL PIPE HORIZONTAL THOU CONDUCTOR TYPE YA-2 TYPE US VERTICAL PIPE CABLE DOWN AT 45TO RANGE TEE HORIZONTAL TEE OF HORIZONTAL IRE PC RUN OF VERTICAL PIPES TYPE AS AND TAP CABLES TYPE TA VERTICAL STEEL SURFACE CABLE DOWN AT 45' TO VERTICAL THROUGH STEEL SURFACE INCLUDING PIPE TYPE AS 6 THROUGH CABLE TO GROUND ROD CABLE TO TOP OF GROUND ROD TYPE GT EXOTHERMIC WELD CONNECTIONS I NO SCALE 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. 1068 DRAWN BY: CHECKED BY BJo osTST22 �P Q TO AITER THIS DOW—T IDL07160F_R03 15461607 3250 WEST CHERRY LANE 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 UGr HIT UGr 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 ■ CONC 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 TQP TQP 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. 129454.1065 DRAWN eY: AT CHECKED BY BJD os/oz/zz �P Q UNLESS THEY ARE ACT NO UNDER THE D NEITII IDLO71 6OF_R03 15461607 3250 WEST CHERRY LANE 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 ui 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. 1068 DRAWN BY: CHECKED BY BJD 05/02/22 �P Q� UNLEII THEY ARE AA- TILDE TIE D IDATI01 To ACTER THE B.-ENT IDL07160F_R03 15461607 3250 WEST CHERRY LANE 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 ASSOCIATION) 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 SY 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 ALLOWFIR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE SUITO NO DO NOT 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. 129454.1065 oRAwN eY: CHECKED BY BJD os/0]/2] \�P Q 7 TV TO ALTER THIS EOYU.EUHSN IDL07160F_R03 15461607 3250 WEST CHERRY LANE MERIDIAN, ID 83646 MICRO SMALL CELL SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER GN-3