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SCOPE OF WORK AT&T WIRELESS PROPOSES A NEW WIRELESS INSTALLATION ON AN EXISTING UTILITY POLE. THE SCOPE WILL CONSIST OF THE FOLLOWING: • INSTALL (1) NEW STEEL LIGHT POLE • INSTALL (1) NEW LED UGHT FIXTURE • INSTALL (1) CANISTER ANTENNA • INSTALL (1) ANTENNA MOUNT • INSTALL (3) RADIO UNITS WITH ENCLOSURE • INSTALL (1) METER SOCKET • INSTALL (1) LOAD CENTER GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE: NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. ENGINEERING 2012 INTERNATIONAL BUILDING CODE (IBC) OR ADOPTED CODE 2014 NATIONAL ELECTRIC CODE OR ADOPTED CODE TIA/EIA-222-G CODE OR ADOPTED CODE IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL PROJECT INFORMATION SITE ADDRESS: 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 SITE CONTACT: - FA NUMBER 14257298 HUB USID: •• NODE USID: -- COUNTY: LATITUDE (NAD 83): PILASM 34' 44' 10.4370' N LONGITUDE (NAD 83): -97 17' 50.2394• W GROUND ELEVATIOKL- 373.8152' AMSL ANTENNA TIP HEIGHT: 31'-0' AGL ZONING JURISDICITON: ZONING DISTRICT: - A.P.N.: 34L1880001500 000UPANCY GROUP: •- CONSTRUCTION TYPE: - POWER COMPANY: - TELEPHONE COMPANY: AT&T RF ENGINEER: DANIEL ALLBRITTON DA27740ATT.COM LEASING AGENT: KRISTEN SCHLAUD (630) 590-0578 ZONING AGENT: KRISTEN SCHLAUD (630) 590-0578 CONSTRUCTION MANAGER: MATTHEW LUNEY (913) 458-9606 CONTACT INFORMATION ENGINEER: BLACK & VEATCH CORPORATION 6800 W 115TH ST.. SUITE 2292 OVERLAND PARK, KS 66211 CONTACT: MATT DEAN (913) 458-4531 at&t CRAN ROAR DTLRS 008D FA#: 14257298 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 LOCATION MAPS VICINITY MAP NO SCALE LOCAL MAP NO SCALE I f � • � •• •t�M1l S Blf1 St ' S � � r — :1A�-'i'9 h-�.7`}-� r-•�.i ! �Y m :- Ave U PjXk -12 Of w a I5 L: I A R A N S A S . St I,yd,;..., cl - l.Y �- Ll P U L A. 7 :'l - T7ih Si --� —• . j serf -� - �I j- I A' s D SpriiigsJ ps. e4 d1lm pwk pa,F -- -i13.,. Q y J- ,wlignS ` L -� Dtitih���SQ Dtiry 3 B0' I 6 r 1FY I Y• I l i - DRIVING DIRECTIONS DIRECTIONS FROM AT&T OFFICE: GO STRAIGHT ON KIRK ROAD, TURN LEFT ONTO CHENAL PKY, CONTINUE ONTO FINANCIAL CENTRE PKWY, TAKE RAMP ON LEFT ONTO 1-630 E, TAKE EXIT 3A FOR WOODROW ST. RIGHT ONTO S WOODROW ST. LEFT ONTO W 12TH ST, RIGHT ONTO S PARK Sr. ARRIVE AT SITE ON THE LEFT. DRAWING INDEX SHEET NO. SHEET TITLE T-1 TITLE SHEET A-1 OVERALL SITE PLAN A-2 POLE ELEVATIONS AND RISER DETAILS A-3 FOUNDATION DESIGN A-4 EQUIPMENT DETAILS A-5 ELECTRICAL AND GROUNDING DETAILS E-1 (ELECTRICAL DETAILS C-1 iPOLE GROUNDING ELEVATION AND DETAILS GN-1 LEGEND AND ABBREVIATIONS GN-2 GENERAL NOTES GN-3 GENERAL ELECTRICAL NOTES GN-4 GENERAL WELDING NOTES FOR REFERENCE TR-1 TITLE REPORT - EASEMENT EXCERPT APPFt0VED A —NMI aSTP1ATIVELY ay.PI_nn;;n" fir.. D,e1��',�T; Merit staff �z :�i.��t i• rG:-t't3i�1+J+�'C�iliO?rriL� i1iL ��:vT'�Efiiilt. Al `r 4, a - .s. S1 `••----'�•^^ .i�: i-i. �.!.dki 1•�t•t,�- r �r..ad V'=D v L 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED SUBCONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME � ARKANSAS UNDERGROUND SERVICE ALERT � i' ONE CALL or 1-800�82-04 2- 8998 18 HOURS BEFORE YOU DIG Know •11Gt'9 beRS41 before you '---'_ at&t 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 a. BLACK&VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 PROJECT NO: 129087.1004 DRAWN BY: CDS CHECKED BY: GAC IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNOER THE DIRECTION OF A LICENSED PROFT DNAL ENGINEER, TO ALTER THIS DOGUMENT. DTLRS-008D 14257298 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 AT&T SMALL CELL SHEET TITLE TITLE SHEET SHEET NUMBER T-1 ��. 1 � -� l 1. � -I � W t _ - -.,.� y�`•:, I l' `� �' IT --•- L 4Ro k- ! m 17" — --- I-st— ar 1 •x —, tb �y� h . .. . . . 341-1880001200 •r i cc o N a vs 64 SITE PLAN MAP 15' ACCESS AND UTILITY EASEMENT TO ROW WITH NORTH LINE 7' FROM NORTH EDGE OF PARKING LOT EXISTING CURB (TYP) EXISTING SIDEWALK (TYP) I In Y Q O_ V) i NO SCALE 1 SITE PHOTO 2 . . . . . . . . . . . . . '• j _ _- -_ - --_- --- ..... .. ..... . ............................... ........... 4 .4 -:5'x5' LEASE AREA .:.:.. _. _.:.. �.:.. .. .. ......... _..•. •.' 1 !{• •.1 '•CENTERED ON •• ', .'i•_-.-_-_-••_•i.- •'•'•'•'•'•_•' ••.'.'-. _ _ _ _ NEW LIGHT POLE ••• •CONTRACTOR TO •REMOVE AND REPLACE _•••_•_• • SITE LOCATION ••_ " EXISTING RETAINING WALL WITH NEW KEYSTONE - -' • - . - 'SYSTEM OR OWNER APPROVED EQUIVALENT, DTLRS_008 - _ :• •.'_- -•-. 'DESIGN BY CONTRACTOR MAX HEIGHT=36• •.PROPOSED FIBER - - _Y - .HANDHOLE ;. - - . 'N ZEXISTING PARKING AREA (TYP)� � 1• .......... }. ., . A.P.N. 34L1880001500 ,. - OVERALL SITE PLAN 1 1 EXISTING GRASSY AREA (TYP) EXISTING FENCE (TYP) TEMPORARY EASEMENT 0 PERMANENT EASEMENT Tft-1 I� — PERMANENT EASEMEN — TEMPORARY EASEMEN A.P.N. 34L-185-00 A.P.N. 34L-185-00 THIS DRAWING IS NOT A SITE SURVEY THE PURPOSE OF THIS DRAWING IS TO SHOW HOW THE DEVELOPED SITE RELATES TO THE PARENT PARCEL AND ADJACENT PROPERTIES. R.O.W. MEASUREMENTS ARE APPROXIMATIONS. IT t 2' l' 4' 0 16• 32' I 1i16�=r-0" A a t M 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 Q BLACK3VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON. MN 55435 PROJECT NO: 129087.1004 DRAWN BY: COS CHECKED BY: GAC TT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCE14SED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DTLRS_008D 14257298 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 AT&T SMALL CELL SHEET TITLE OVERALL SITE PLAN SHEET NUMBER Awl NOT USED NO SCALE I A NOTES I. ALL PROPOSED EQUIPMENT TO BE PAINTED TO MATCH POLE. 2. ANTENNA SKIRT NOT ENTIRELY SHOWN FOR CLARITY. �(1) PROPOSED CANISTER ANTENNA ON A-3 PROPOSED ANTENNA MOUNT TOP OF POLE TO BE SEALED AGAINST WATER/INSECT INTRUSION PROPOSED LED LUMINAIRE (3) PROPOSED RADIO UNITS, AND (1) AC DISTRIBUTION/CUTOFF BOX MOUNTED TO PROPOSED POLE 7 4 8 A-3 A»3 A-4 2'X5' REINFORCED CABLE ACCESS PORT (BY POLE MANUFACTURER) PROPOSED A/C POWER CONDUIT RISER BANDED TO POLE• 2" REINFORCED CABLE ACCESS PORT (BY POLE MANUFACTURER) OL_xisnu, r,PA - PARKING LOT PROPOSED CANISTER 1 1 ANTENNA 31'-O - AGLTOP OF PROPOSED ANTENNA -\ AGL RAD_CL OF PROPOSED ANTENNA 29'-0- AGLBOTTOM OF PROPOSED ANTENNA I l y PROPOSED 26'-0" AGL TOP OF PROPOSED POLE 1 \_ LED LUMINAIRES II���lll�lllllll PROPOSE© EAST EAST ELEVATION PROPOSED COAXIAL CABLES ROUTED INSIDE POLE PARKING LOT w JANTENNA SPACE PLAN VIEW1 NO SCALE 1 1 1 I PROPOSED MACRO PARKING LOT 20 '- " AQL MP OF PROPOSED SHROUE MACRO SHROUD 15'-7" ACL BOTTOM OF PROPOSED MACRO SHROUD -- PROPOSED CONDUIT RISER FOR FIBER AND COAX ROUTED INSIDE POLE — 28' METAL UGHT POLE 6'-D" A PROPOSED METER SOCKET A-4 0 PROPOSED 1-1/2" CONDUIT FOR FIBER WITH 90' SWEEPS PROPOSED 2" CONDUIT TO UTILITY P.O.C. PROPOSED FIBER( HAND HOLE A-4 I 1r D• D r r s� a' s� B NO EX RISERS PROPO: AND Cl RADIO SPACE PLAN VIEW PARKING LOT PROPOSED METER SOCKET UGHT POLE D W � NO EXI RISERS EQUIPMENT PLAN VIEW UGHT POLE NO SCALE 1 2 at&t 1001 TECHNOLOGY DRIVE LFME ROCK, AR 72223 ©• BLACK &VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 PROJECT NO: 129087.1004 DRAWN BY: CDS CHECKED BY: GAG A 07/18/18 ISSUED FOR RENEW REV DATE DESCRIPTION R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DTLRS_008D 14257298 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 AT&T SMALL CELL SHEET TITLE POLE ELEVATIONS AND RISER DETAILS SHEET NUMBER 9' 4 A-2 No SCALE 3 GALTRONiCS EXTENT P6480i CANISTER ANTENNA 1� 0.0 0 ADAPTER MOUNTING KIT WASHER SIDE MEETING ANTENNA SUPPORT BRACKET 62-20-09 ANTENNA BOTTOM PLATE DIAMETER: 10.0' (254mm) _� A S ABLY iY5'rRi C1'ID45� 1" PLAIN WASHER (1) LEFT BRACKET HEIGHT: 24.7" (628mm) 1. ASSEMBLE 1' WASHER (P/N 17-205-03). 1' PLAIN WASHER 1" r " WASHER (P/N 13-106-03) AND I- SPRING LOCK 1" SPRING I 5/16- CUP HEAD 5/16" NYLON FLANGE (1) RIGHT BRACKET � � TOTAL WEIGHT (WITHOUT CLAMP): 19 Ibs (9 kg) WASHER (P/N 13-107-03) TO ANTENNA 1- CENTER LOCK WASHER SET SCREW (x2) LOCK NUT (x2) BOLT. CONNECTOR INTERFACE: 4.3-10 DIN FEMALE 2. ANTENNA MOUNTING SPACER (P/N 27-8O4-03) TO MEETS MOUNTING SPACER I 1' ANTENNA MOUNT a ` ANTENNA 1' BOLT UNTIL THAT 4mm HOLE MEETS THE RF CONNECTOR LOCATION: BOTTOM r. INSERTION HOLE OF M4 SCREW IN THE MOUNTING ADAPTER ROD C RF CONNECTOR QUANTITY: 10 `4 3. INSERT M4 L=28mm SCREW (P/N 12-77-28) INTO HEX HEAD SCREW I V • 4mm HOLE IN THE ANTENNA ONE CENTER BOLT 3/8'z2.75' (x2) 1001 TECHNOLOGY DRIVE 3/e" LITRE ROCK, AR 72223 THROUGH INSERTION HOLE. 3/8" PLAIN WASHER 1 SPRING • 4. TIGHTEN THE MOUNTING SPACER. TIGHTENING TORQUE: LOCK 16Nm (140 Lbf in). WASHER u 5. ASSEMBLE 2' ALUMINUM MOUNTING ADAPTER (P/N (x2) 27-212-03) TO MOUNTING SPACER AND TIGHTEN BY MOUNTING ADAPTER SCREW 3/8" (P/N 12-73-275) (x2) AND RELEVANT • WASHERS AND NUT (SEE DRAWING). DIAMETER: 3.35" (B5.Omm) STOPPER PLATE (x2) HEIGHT: 13.1' (333mm) 0. ° PLAN VIEW (1) SUPPORT BRACKET BLACK &VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 ANTENNA SPECIFICATIONS NO SCALE 1 ANTENNA MOUNT DETAIL NO SCALE 2 ANTENNA BRACKET MOUNT DETAI NO SCALE 3 ERICSSON RRUS-2203 RADIO COMMSCOPE CBC1923T-4310 E11 F13P06 ANTENNA AND MOUNT ( AS ASSEMBLED PROJECT NO: 129087.1004 k DIMENSIONS. WxDxH: 4.6'xl.8"x8.3' (116x46x212mm) DRAWN BY: CDS LENGTH: 7.8" (200MM) 7.8" CONNECTORS: MODULES: (4) 4.3-10 DIN FEMALE CHECKED BY: GAC WIDTH: 7.8" (200MM) ANT: (2) 4.3-10 DIN FEMALE DEPTH: 3.93" (100MM) WEIGHT: 4.9 Ibs (2.2 kg) TOTAL WEIGHT (WITHOUT BRACKETS): <4.5 Kg (RF TO SPECIFY DIPLEXERS IF NEEDED N� 3.93' 6.7" 4.8' 0.7' � t A 07/18/18 ISSUED FOR REVIEW c+ REV DATE DESCRIPTION m n W m m ri N N RADIO SPECIFICATIONS NO SCALE 4 DIPLEXER SPECIFICATIONS NO SCALE 5 ANTENNA MOUNT ASSEMBLY DETAIL NO SCALE 6�� ERICSSON NPN-901-08 MACRO SHROUD Q� DIMENSIONS, WxDxH: 23.0"x16.0'x53.0" NOTICE `�► RF Energy eirlltted by this device may G[iaTed the FCC's geneEal WEIGHT: w 135 Ibs ppuublic exposure WIN- Slay at IoW 1 foot away from the dL rk,e- 23" C 0 8U4638.2822 for" d you reed access I97An f fool INTERNAL VOLUME: 10.8 cu. ft R IS A VIOLATION OF LAW FOR ANY PERSON, CTION MOUNTING: WOOD OR STEEL POLE RF NOTICE DECAL UNLESS LICENSED EY ARE UNDER (6" OFFSET AVAILABLE) TO ALTER THIS DOCUMETlr. FINISH SPECIFICATIONS: VARIABLE COLORS/FINISHM •. O ■ CAUTIONAVAILABLE BY REQUEST AT&T operates antennas at this structure. AT&T Opera les antennas at this structure. i.?_: f DTLRS_008D TT. Above this point you are entering an area Above this point ou are enlerin an area THREE—POINT LOCK ' Y gg 14257298 where where radio frequency (RF) fields where where radio frequency [RF) fields --- -; may exceed the FCC General Population may exceed the FCC General Occupational 1509 SOUTH PARK STREET 23' 1 i j: Exposure limits. Exposure limits. LITTLE ROCK, AR 72202 Z 1': Follow safety guidelines for working in an Fallow safety guidelines for working in an 0 RFenvlronment. RFenvironment. AT&T SMALL CELL Keep ] ft. away from the fronts of Keep 1❑ ft. away from the fronts of „ antennas. antennas. SHEET TITLE _ Contact AT&T at 800$38-2822, opt. 9, 3 Contact AT&T at 800-63&-2822, opt. 9, 3 and follow their instructions prior to and follow their instructions prior to 0 0 performing and maintenance or repairs performing and maintenance or repairs EQUIPMENT DETAILS above this point. above this point. This is AT&T Site USID Cell Site USID MOUNTING EM��DECAL SHEET NUMBER PLAN VIEW HARDWARE Note sPEaF1c EKE PLACARD x1LL ff PLACED AFTER BE REPORT A RADIQENCLOSURE SPECIFICATIONS SPECIFICATIONS NO SCALE 7 NOT USED No SCALE 8 RF SIGNAGE I L NO SCALE 9 EXTERNAL CLOSED BARREL, FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO TOOTHED EXTERIOR TWO —HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL, REQUIRED FOR SHRINK BUTT UP AGAINST W CONNECTORS RATED CONNECTOR BARREL CALL ONN�IO TWO —HOLE CONNECTOR BARREL 3/8"0x1 1/2' 3/8'Ox1 1/2' "S CLEAR HEAT CLEAR HEAT }1� ��� S/S NUT SHRINK y� S/S NUT SHRINK 1t� S/S LOCK S/S LOCK "- WASHER WASHER ASDRIVE SHLR r LAB0. SS WASHER T LABEL 1 ILI001 TTLE ROCK, LARY722 3 TINNED COPPER TINNED COPPER S/$ FIAT F GROUNDING BAR S/S FLAT GROUNDING BAR WASHER LABEL WASHER LAB0. S/S BOLT S/S BOLT (1 OF 2) tt OF 2) DO NOT DO HOT 1/16" MINIMUM SPACING NiCF 1/16' MINIMUM SPACING BLACK &VEATCH "DO NOT DISCONNECT" TAG "DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR ON ALL GROUNDING BAR INTERCONNECTS AND INTERCONNECTS AND 7760 FR4NCE AVENUE SOUTH EQUALIZERS EQUALIZERS SUITE 1200 BLOOMINGTON, MN 55435 EXTERIOR TWO HOLE LUG DETAIL NO SCALE 1 INTERIOR TWO HOLE LUG DETAI No SCALE 2 NOT USED NO SCALE 3 LEGEND BU55MANN H PROJECT NO: 129087.1004 — EB—AW--A—A AWG GREEN INSULATED 1, COPPER TINNED GROUND BAR HOLE CENTERS TO MATCH NEMA DOUBLE LUG DIMENSIONS, LENGTH: 4.4" DRAWN BY: CDS �2 12 ANDEp COPPER WIRE coNFIcuRAnoN WIRE RANGE: #8-16; (2) #12-16 CHECKED BY: GAC (EXISTING SHELTER GROUNDING HALO) 2. INSULATORS T&S CO. "C—TAP', CAT. 3. 5/8' LOCKWASHERS #54730. CRIMP TYPE 4. WALL MOUNTING BRACKETS PARALLELED TAP OR EQUIVALENT 5. 5/8"-11 X 1' H.H.C.S. BOLTS 4 5 2 1 Q 2" A 07/15/16 5511m FOR REVIEW ° p 0 00 O p a 0 0 DIRECTION OF BOND TO u a ° REV DATE DEscRlPnon TURN TO SHORTEST 3 a DISTANCE TO MGB #2 AWG TELCOFLEX 07/16' (TYR GREEN INSULATED STRANDED COPPER WIRE (UNIT BOND) GROUNDING WIRE CONNECTION NO SCALE 4 GROUND BAR DETAIL NO SCALE 5 BREAKAWAY FUSE DETAIL NO SCALE 6\ C MILBANK RINGLESS METER SOCKET U1773—XL—TG—KK PACTECHSOL PTS90122-3—AA777—PN— FCA243624T-00006 FIBERGLASS PCX POLYMER CONCRETE ASSEMBLY (OR UTILITY APPROVED ALTERNATES U/L MNTG. EMBOSS DIMENSIONS, WxDxH: 6.15'x6.00"x15.14" DIMENSIONS (LxWxH): 36'x24x24' DIMENSIONS (HxWxD): 14.56"x11.00"x4.125" (TYP OF 7) OPERATING VOLTAGE: 120 VAC INTERIOR DIMENSIONS (LXWXH): 33 X21"X21' 6.160" STANDARD: UL LISTED MAIN BREAKER: 20-40 amps USDA/RUS APPROVED IT IS A 'VIOLATION OF LAW FOR ANY PERSON, VOLTAGE RATING: 600V ° IDROP—IN NAMEPLATE OF A LICENSED PR9FESSM"k ENGINEER. UNLESS THEY ARE ACRNO UNDER THE DIREC00N C NUMBER OF BREAKERS: MAX OF (5) BREAKERS; SHPPED ASSEMBLED xi TO ALTER THIS DOCUMEM. AMPERAGE RATING: 200A 0-20 amp SKD RESISTANT COVER S a• • STAINLESS STEEL BOLTS WEIGHT: 14 Ibs POWER INPUT WIRE SIZE: #14—#2 awg o 0 CAST —IN FLOATING NUT BOX • OAD RATINGS: INTEGRAL DRAIN HOLES PHASE: 1 PHASE '❑ i7 o POWER OUTPUT WIRE SIZE: #20—#2 awg DTLRS-008D L � FREQUENCY RATING: 50 HERTZ TOTAL WEIGHT: 12 Ibs ❑ o 14257298 INCIDENTAL TRAFFIC — PARKING LOT, SIDEWALK 1 509 SOUTH PARK STREET _ w ENCLOSURE: TYPE 3R, G90 GALVANIZED srTfL WITH CONFORMS TO: LITTLE ROCK, AR 72202 POWDER COAT FINISH ts° ASTCA7 c3.6as7 AT&T SMALL CELL • 7 ANSI/SCTE 77 4.125" • . 7 1 i" 11.G0" 3.625" 3.625' 3/4, 1, 1-1/a, ELECTRICAL SHEET AEAND 1-1/2, 2, 2-1/2 CONC. K.O. GROUNDING DETAILS .y (TYP OF 6) f ' O SHEEP NUMBER .� y.�' 1/4 SOLID K.O. 6.125' 1/4, 1/2 SOLID K.O. �-� METER SOCKET SPECIFICATIONS NO SCALE 7 A/C CUT —OFFLOAD CENTER SPECIFICATIONS NO SCALE 8 HAND HOLE SPECIFICATIONS NO SCALE 9 INSIDE DIMENSIONS LBL� width 33 1 8" 21 1 2' 21" 43 7/8' 32 3/8" NO FROM TO CONFIGURATION a INCOMING ELECTRICAL AC LOAD CENTER (2) #10 CU THHN/-RM-2 SERVICE P.O.C. IN 1-1/4' PVC RISER ❑2 AC LOAD CENTER AT&T RADIO #1 ) (1)J14 CU GND / GND MM N MUM 3/4' CONDUIT AC LOAD CENTER AT&T RADIO #2 (2) #14 CU THHN/THWN-2 (1) /14 CU GND IN MINIMUM 3/4' CONDUIT 7UM414 AC LOAD CENTER AT&T RADIO #3 (1)) #14 CU U GND IINN MINIMUM 3/4' CONDUIT 1-1/4' PVC RISER BY AT&T (WHERE APPLICABLE) INCOMING POWER ~~ �+ SOURCE SYSTEM BONDING JUMPER ,M�i�. A /� PER NEC 250.28 1 1r �-�` � I G Jt Y_ 1�i/V\ PROPOSED AT&T SMALL CELL LOAD CENTER:1 WTTH DISCONNECT (PMOI22-3-AA777-PN-8) 40A, 120VAC 1 PHASE, 2 WIRE (SEE PANEL SCHEDULE FOR LOADING) 1001 TECHNOLOGY DRIVE MA L[TTLE ROCK, AR 72223 I RODE COND 0 OR 66 PER 120VAC FEEDER CONDUCTOR MAXIMUM DISTANCE AT&T RADIO j1 I AT&T RADIO $2 4 AT&T RADIO 3 ].� /1 r� SPARE CADWELD 12' BELOW - TO SPARE 5/8-0 X 1�0'E LONG COPPER -CLAD GROUND ROD TOP OF CANISTER ANTENNA SINS ANTENNA ON POLE TOP MOUNT #14 AWG 175.-0. 3% VOLT DROP 0 3.3A 112 AWG 275'-0' 3X VOLT DROP 0 3.3A #10 AWG 460'-O' 3X VOLT DROP O 3.3A /8 AWG 7GO'-D' 3% VOLT DROP O 3.3A I' ' PAD CENTER OF ANTENNA 'J BLACK &VEATCIRV Situ 21P ; RT3TSIHALLCFIL NWK&NU16ER T!JSSPIR PHASE: 1 WIRE 7 WLTAOE 120 VOR,AC BASS RATING 40 AJPS UAW BREAKER: 30 ALPS 1"41, POLE TLE LOSIJNE TYPE. R OR PANEL STATUS; PRDSO1MOAYATJ OAEA%ER BREAKER BREAKER SERVICE Oemm.0 USAGE PHASES PHASE B USAGE D—nE LERIOEE GRIAKER BREAKE0. BREAKER CKT L-OADDESCRIPTtOR ALPS POLES STATUS ILOADVA FA . FACTOR VA VA JACTOR F.r r LOAD VA STATUS POLES ANPS LOAOEHICRIPTIOB GKT 1 AT&T RADIO 01 10 1 NEW 400 1.00 1.00 40D B 2 AT&T RADIO N2 10 1 UEW I410 too 1.00 400 S AT&T RADIO q 10 1 NEW 400 1.00 1.00 400 1 ....... 4 O 12001 0 120 ID.00 sJ4R 0FUAnsaRl Ka¢ BOTTOM OF CANISTER ANTENNA 7760 FRANCE AVENUE SOUTH Vri SUITE 1200 BLOOMINGTON, MN 55435 TOP OF UTILITY POLE 1 [Ij I� I PROJECT NO: 129087.1004 i{ (N) KICK -OUT FOR FIBER DRAWN BY: COS CHECKED BY: GAC 11 1 (N) POWER IN RISER WITH WEATHERHEAD 1 FROM FIBER DROP IN CONDUIT 1 FROM OVERHEAD LINE NTO RADIOS f I 1. PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST -CONSTRUCTION EQUIPMENT. (N) OR (E) WOOD UTILRY POLE ELECTRICAL ONE -LINE DIAGRAM NO SCALE 1 ! E N) OCAREAND FIBER I I N CONDUIT TS TO ANTENNA I A 07/10/18 ISSUED FOR REVIEW (N) #12 GROUND WIRE IN REV DATE DESCRIPTION CONDUIT TO GROUND ROD (N) EQUIPMENT INSIDE 1 ENCLOSURE 1 I i i 4 (N) METER SOCKET IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE AMC U12DER THE DIRECTION OF A UCENSED PROFESSIOM ENGINEER, TO ALTER THIS DOCUMENT. I DTLRS_008D 14257298 1509 SOUTH PARK STREET _ SIDEWALK ; 1 _ LITTLE ROCK, AR 72202 -� (N) GROUND ROD AT&T SMALL CELL SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER NOT USED NO SCALE 2 TYPICAL UTILITY POLESITE TEMPLATE NO SCALE 3 NOTE MAINTAIN 36" CLEARANCE FROM ANY EXISTING GROUND RODS I _ 11 111 PROPOSED ANTENNA MOUNTED NEW MECHANICAL CRIMPED CONNECTION TYP t&t 111 TO PROPOSED POLE TOP MOUNT PER MANUFACTURER'S RECOMMENDATIONS EI AND UTILIZING PROPER CRIMP DEVICE I I EXISTING POLE III a 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 I I GROUNDING WIRE INSIDE I� 1" CONDUIT ON POLE I it L III I III I II ii I 12' 0. RESTORE SURFACE TO Ali ORIGINAL CONDITION BLACK &VEATCH I I CADWEID I EXISTING GRADE I� 7760 FRANCE AVENUE SOUTH 1200 f // /, BLOOMINGTON MN 55435 UNDISTURBED SOIL PROJECT NO: 129087.1004 r\\� �DRAWN BY: CDs 3'0 CORE DRILL FOR cRauNo Roo CHECKED BY: GAC 5/8- COPPER CLAD f f . >11 %,u//jf� 1 ry' / / /�. STEEL GROUND ROD PROPOSED MACRO .. ® I\���/�\��r`�it� ENCLOSURE WITH EQUIPMENT----,,,---,, . I POLE GROUNDING ROD DETAIL NO SCALE 1 - - - I A 07/19/16 ISSUED FOR RENEW 1cJ � REV DATE DESCRIPTION ° ° ` /cam—SiYN PARALLEL kORIZQh A� BOND JUMPER HORIZONTAL SPLICE I CONDUCTORS FIELD FABRICATED GREEN SPLICE OF PARALLEL THROUGH CONNECTION I STRANDED INSULATED HORIZONTAL CABLES I OF HORIZONTAL CABLES TYPE 2—YA-2 TYPE SS TYPE PT PROPOSED METER SOCKET I � "�a COPPER LUGS HORIZONTAL PARALLEL HORIZONTAL }}_ZQ $IEEL SURFACE CONDUCTORS TWO HOLE — LONG BARREL TO FLAT STEEL SURFACE OR PARALLEL DEAD END TAP OR LENGTH HORIZONTAL PIPE HORIZONTAL THRU CONDUCTOR 1 TYPE YA-2 TYPE HS TYPE PC #2 SOLID GROUND WIRE RUN IN CONDUIT IT IS SS A VIOLATION of LAW FOR ANY . UNLETHEY ARE ACTING UNDER THE DIRECTION I OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. I VERTICAL PIPE HORIZONTAL TEE CABLE DOWN AT 45" TO RANGE TEE OF HORIZONTAL RUN DTLRS_008D PROPOSED HANDHOLE OF VERTICAL PIPES AND TAP CABLES 14257298 TYPE VS TYPE TA 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 EXISTNG GRADE PARKING LOT _ Z.. �/ Ili'T�J AT&T SMALL CELL I I L J E TO SHEET TITLE VERTICAL STEEL SURFACE GROUND E I I i l CABLE oowN AT as TO VERTICAL T}wu5i CABLE TO TAP OF POLE GROUNDING II! I 10• GROUND ROD. 18' MIN. COVER STEEL SURFACE INCLUDING PIPE GROUND ROD ELEVATION AND DETAILS [ l TYPE VS TYPE CT SHEET NUMBER 12" 6" 0 1' 2' T 4' S' G - 1 POLE GROUNDING DIAGRAM A EXOTHERMIC WELD CONNECTIONS NO SCALE 2 1/2"=1'-0" EXOTHERMIC CONNECTION MECHANICAL CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING BAR GROUND ROD TEST GROUND ROD WITH INSPECTION SLEEVE SINGLE POLE SWITCH DUPLEX RECEPTACLE DUPLEX GFCI RECEPTACLE FLUORESCENT LIGHTING FIXTURE (2) TWO LAMPS 48-TB SMOKE DETECTION (DC) EMERGENCY LIGHTING (DC) SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW LED-1-25A400/51K-SR4-120-PE-DDBTXD CHAINLINK FENCE WOOD/WROUGHT IRON FENCE WALL STRUCTURE LEASE AREA PROPERTY LINE (PL) SETBACKS ICE BRIDGE CABLE TRAY WATER LINE UNDERGROUND POWER UNDERGROUND TELCO OVERHEAD POWER OVERHEAD TELCO UNDERGROUND TELCO/POWER ABOVE GROUND POWER ABOVE GROUND TELCO ABOVE GROUND TELCO/POWER WORKPOINT SECTION REFERENCE DETAIL REFERENCE Mm X X X X — W W W W W — UGP UGP UGP UGP UGT UGT UCT UGT— OHP OHP OHP OHP OHf OHT OHT OHT — UGT/P — UGT/P — UGT/P — UGT/P — — AGP — AGP — AGP — AGP — AGP — — ACT — AGT — ACT — A" — ACT — — AGT/P — AGT/P — AGT/P — ACT/P — W.P. xx x-x XX x-x AB ANCHOR BOLT ABV ABOVE AC ALTERNATING CURRENT ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERAGE INTERRUPTION CAPACITY ALUM ALUMINUM ALT ALTERNATE ANT ANTENNA APPROX APPROXIMATE ARCH ARCHITECTURAL ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BATT BATTERY BLDG BUILDING BLK BLOCK BU(G BLOCKING BM BEAM ETC BARE TINNED COPPER CONDUCTOR BOF BOTTOM OF FOOTING CAB CABINET CANT CANTILEVERED CHG CHARGING CLG CEIUNG CUR CLEAR COL COLUMN COMM COMMON CONC CONCRETE CONSTR CONSTRUCTION DBL DOUBLE DC DIRECT CURRENT DEPT DEPARTMENT OF DOUGLAS FIR DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DWG DRAWING DWL DOWEL (E) EXISTING EA EACH EC ELECTRICAL CONDUCTOR EL ELEVATION ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ENG ENGINEER EQ EQUAL EXP EXPANSION ENT EXTERIOR FAB FABRICATION FF FINISH FLOOR FIG FINISH GRADE FIF FACILITY INTERFACE FRAME FIN FINISH(ED) FLR FLOOR FDN FOUNDATION FOC FACE OF CONCRETE FOM FACE OF MASONRY FOS FACE OF STUD FOW FACE OF WALL FS FINISH SURFACE FT FOOT FTG FOOTING CA GAUGE GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER CUB GLUE LAMINATED BEAM GLV GALVANIZED GPS GLOBAL POSITIONING SYSTEM GND GROUND GSM GLOBAL SYSTEM FOR MOBILE HDR HEADER HGR HANGER WAD HEAT/VENTILATION/AIR CONDITIONING HT HEIGHT IGR INTERIOR GROUND RING IN INCH INT INTERIOR LB(S) POUND(S) LF LINEAR FEET LTE LONG TERM EVOLUTION MAS MASONRY MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MFR MANUFACTURER MGB MASTER GROUND BAR MIN MINIMUM MISC MISCELLANEOUS MR METAL MTS MANUAL TRANSFER SWITCH MW MICROWAVE (N) NEW NEC NATIONAL ELECTRIC CODE NO.(#) NUMBER NTS NOT TO SCALE OC ON CENTER OPNG OPENING (P) PROPOSED P/C PRECAST CONCRETE PCs PERSONAL COMMUNICATION SERVICES PCU PRIMARY CONTROL UNIT PRC PRIMARY RADIO CABINET PP POLARIZING PRESERVING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PWR POWER CABINET QTY QUANTITY RAD RADIUS RECT RECTIFIER REF REFERENCE REINF REINFORCEMENT REQ'D REQUIRED RET REMOTE ELECTRIC TILT RMC RIGID METALLIC CONDUIT RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT RWY RACEWAY SCH SCHEDULE SHT SHEET SIAD SMART INTEGRATED DEVICE SIM SIMILAR SPEC SPECIFICATION SO SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STRUCT STRUCTURAL TEMP TEMPORARY THK THICKNESS TMA TOWER MOUNTED AMPLIFIER TN TOE NAIL TOA TOP OF ANTENNA TOC TOP OF CURB TOF TOP OF FOUNDATION TOP TOP OF PLATE (PARAPET) TOS TOP OF STEEL TOW TOP OF WALL TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORY LINO UNLESS NOTED OTHERWISE UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS UPS SYSTEM UNINTERRUPTIBLE POWER SYSTEM (DC POWER PLANT) VIF VERIFIED IN FIELD W WIDE W/ WITH WD WOOD W.P. WORK POINT WP WEATHERPROOF WT WEIGHT µ� y ��J at&t 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 BLACK&VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 PROJECT NO: 129087.1004 DRAWN BY: CDS CHECKED BY: GAC IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DTLRS_008D 14257298 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 AT&T SMALL CELL SHEET TITLE LEGEND AND ABBREVIATIONS SHEET NUMBER GN-1 LEGEND ABBREVIATIONS GENERAL CON5TRUCTION NOTES GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY. GENERAL CONTRACTOR - OVERLAND CONTRACTING INC. (B&V) CONTRACTOR: (CONSTRUCTION) OWNER - AT&T 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPUSHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED UNES 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 CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 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 SAFELY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD 'TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES' AND 'TECHNICAL SPECIFICATION FOR FACILITY GROUNDING'. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION ANO THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING, IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE', UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50-OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. ONCE TERMINATED, APPLY A SINGLE LAYER OF BUM OR TWO WRAPS OF SELF -FUSING TAPE OVER THE CAP/NUT AND CONNECTOR NECK FOLLOWED BY A MINIMUM OF 2 WRAPS OF QUALITY BLACK VINYL TAPE OVER THE BUTYL OR SELF -FUSING TAPE. DO NOT COVER AND HEAT DISSIPATING SURFACES WITH WEATHERPROOFING. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND-00246. 49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATIONS IN EACH SECTOR 50. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL. POSITION. 52. ANTENNAS SHALL HAVE A 2'-0" MIN. CENTER TO CENTER HORIZONTAL SEPARATION. TORQUE REQUIREMENTS 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 60. 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 9E INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 61. 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. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC-ER CABLES INTO CONDUITS. NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTES 63. 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. 64. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL 65. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO 'ANTENNA SYSTEM LABELING STANDARD" NO-00027 LATEST VERSION. 66. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA LDF AND SHALL NOT EXCEED W-O". 67. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED V-0' OC. 68. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES. CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 69.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 NQTES 70. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA TMAS. DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 71. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 72. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 73. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE REI 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. 74. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A TEMPERATURE SHALL BE ABOVE 50' F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 75. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 76. 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. 77. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 78. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 79. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0' T-BOOM SECTOR ANTENNA MOUNT, IF APPUCABLE, INCLUDING ALL HARDWARE 80.CLOSEOUT DELIVERABLES SHALL INCLUDE PHOTOS OF ALL MOUNTING HARDWARE INSTALED TIGHT AND MARKED. 81. INSTALLATION MANUALS FOR RAYCAP REDUNED TO COMPLY WITH AT&T SPECIFICATIONS CAN BE ACCESSED IN THE BLACK & VEATCH TURF SOW LIBRARY VIA THE FOLLOWING URL• h ttps://blockandvea tch.ahcrepo*,nt.com/te ams/ESS/iatecom/Projects/Puhl;cNetworks/ATT/ATTTu rf/ ATTTurTScopeofWorkdasumente/_layouts/t 5/start.o"x#/ShuradX20Documente/Forma/ALtltomm.cupx at&t 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 a. BLACK&VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON. MN 55435 PROJECT NO: 129087.1004 DRAWN BY: COS CHECKED BY: GAC A 07/18/18 MED FOR REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DTLRS_008D 14257298 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 AT&T SMALL CELL SHEET TITLE GENERAL NOTES SHEET NUMBER GN-2 GENERAL ELECTRICAL NOTES PART 1 - GENERAL 1.1 GENERAL CONDITIONS A CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE THE 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 THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. AN51/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2, ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICE (INSULATED CABLE ENGINEERS ASSOCIATION) 4, NEMA [NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6, OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES. INC.) 8. AT&T GROUNDING AND BONDING SEANDARO$ TP_76416 1.4 SCOPE OF WORK A WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFTLUNG, AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL A ALL MATERIALS AND EQUIPMENT SHALL BE UL USTED, 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 THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC 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. 2.2 MATERIALS AND EQUIPMENT A CONDUIT 1. RIGID METAL CONDUIT AN(RMC SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS D E ELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. UQUIDTIGHT 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. 110 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND #8 AWG AND LARGER ONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVE) 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, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE-D OR ENGINEERED APPROVED EQUAL D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM 2 AWG CU EXOTHERMALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFlLL MATERIAL. M UFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(-)CS OR K2L-(-)CS (-) 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 CONTROLLING DEVICES SHALL BE PRONGED WITH ENGRAVED LAMIC ID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACKFTLL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE; SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE SUNLIGHT RESISTANT TINNED STRANDED COPPER AND INSULATED WHERE NOTED. 2_ GROUNDING BUSES SHALL BE WE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE 3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY, 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 SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 6 800 -C L W -STRENGTH EL CORE AND 5. GROUND RODS SHALL BE ERICO 15 COPPER LAD STELE WITH HIGH SITE ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"x 10'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES. STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 1. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 2. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3A GENERAL A ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE, 2. PROVIDE RIGID PVC SCHEDULE 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 24" UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 15"IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. 8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHAH BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO ENSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION 208/240/120 VOLT SYSTEMS PHASE A BLACK PHASE B RED PHASE C BLUE NEUTRAL WHITE GROUNDING GREEN 2. SPUCES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDULETS APPROVED FOR THIS PURPOSE 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES &EQUIPMENT TO PERMIT MAKING A HEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOIID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS TP-76416, ND-00135, 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 NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REOUIREO 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 TD THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBUSHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ENSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 8. APPLY CORROSION -RESISTANCE FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN 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 ARE A MINIMUM DISTANCE OF 36' DEPTH OR 6' BELOW FROST UNE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUND BAR AT THE BASE OF THE TOWER, A SECOND GROUND BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE, TO GROUND THE COAX CABLE GROUNDING KITS AND IN-UNE ARRESTORS. 16. CONTRACTOR SHALL REPAR, AND/Oft REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING A CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE NON -COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE. C. TEST PROCEDURES 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 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 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 0. BLACK&VEATCH 7760 PRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 PROJECT NO: 129087.1004 DRAWN BY: CDS CHECKED BY: GAC A 07/15/18 ISSUED FOR REVIEW REV DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DTLRS_008D 14257298 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 AT&T SMALL CELL SHEET TITLE GENERAL ELECTRICAL NOTES SHEET NUMBER G N -3 STRUCTURAL STEEL NOTES 1. DESIGN, FABRICATION, ERECTION, ALTERATION AND MAINTENANCE SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE (UNO). A. TIA-222: STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS B. TIA-1019-A INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS C. AISC: MANUAL OF STEEL CONSTRUCTION 2. ALL STRUCTURAL ELEMENTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNO. A. STRUCTURAL STEEL, ASTM A572 GRADE 65 (FY = 65 KSI). B. ALL BOLTS, ASTM A325 TYPE 1 GALVANIZED HIGH STRENGTH BOLTS. C. ALL NUTS, ASTM A563 CARBON AND ALLOY STEEL NUTS. D. ALL WASHERS, ASTM F435 HARDENED STEEL WASHERS. 3. ALL HOLES SHALL BE CUT WITH A GRINDER OR DRILLED. HOLES SHALL NOT BE FLAME CUT THRU STEEL UNLESS APPROVED BY THE ENGINEER OF RECORD. 4. ALL FASTENERS SHALL NOT BE REUSED. 5. A NUT LOCKING DEVICE SHALL BE INSTALLED ON ALL PROPOSED AND/OR REPLACED ASTM A325 BOLTS. 6. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE BOLT BE AT LEAST FLUSH WITH THE FACE OF THE NUT. IT IS NOT PERMITTED FOR THE BOLT END TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED. 7. HOT -DIP GALVANIZE ALL ITEMS, UNO. GALVANIZE PER ASTM A123. ASTM A153/Al53M OR ASTM A653 G90, AS APPLICABLE. B. AFTER FINAL INSPECTION, ALL EXPOSED STRUCTURAL STEEL AS THE RESULT OF THIS SCOPE OF WORK INCLUDING WELDS, FIELD DRILLED HOLES, AND SHAFT INTERIORS (WHERE ACCESSIBLE), SHALL BE CLEANED AND COLD GALVANIZING APPLIED BY BRUSH. PHOTO DOCUMENTATION IS REQUIRED TO BE SUBMITTED TO THE INSPECTOR. WELDING NOTES 1. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AWS D1.1/D1.1M, "STRUCTURAL WELDING CODE -STEEL'. 2. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS. 3. ALL ARC WELDING ON STRUCTURES SHALL BE DONE IN ACCORDANCE WITH AWS D1.1 (LATEST EDITION). THIS SHALL INCLUDE A CERTIFIED WELDING INSPECTOR (CWI) FOR ACCEPTANCE OR REJECTION OF ALL WELDING OPERATIONS, PRE -DURING -POST, USING THE ACCEPTANCE CRITERIA OF AWS 131.1. THE CWI SHALL WORK WITH THE GC ON THE LEVEL OF INTERACTION NEEDED TO CONDUCT THE WELDING INSPECTION. THE CERTIFIED WELDING INSPECTION IS THE RESPONSIBILITY OF THE GC. 4. FOR ALL WELDING, USE E80XX ELECTRODES FOR SMAW PROCESS AND E8XT-XX ELECTRODES FOR FCAW PROCESS, LINO. 5. SURFACES TO BE WELDED SHALL BE FREE FROM SCALE, SLAG, RUST, MOISTURE, GREASE OR ANY OTHER FOREIGN MATERIAL THAT WOULD PREVENT PROPER WELDING. GRIND THE SURFACE ADJACENT TO THE WELD FOR A DISTANCE OF 2" MINIMUM ALL AROUND. ENSURE BOTH AREAS ARE 100R FREE OF ALL GALVANIZING. 6. REPAIR THE GALVANIZED COATING. ALL AREAS AFFECTED BY THE FIELD DRILLING, FIELD GRINDING AND FIELD WELDING, BOTH INSIDE AND OUTSIDE THE MONOPOLE, SHALL BE REPAIRED_ PRODUCTS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AREAS THAT HAVE BEEN TOUCHED UP SHOULD BE INSPECTED AS PART OF THE ROUTINE MAINTENANCE OF THE STRUCTURE. NO SPRAY PAINT IS ALLOWED. AFTER ZINC -RICH PAINT IS DRY, OVERCOAT WITH OWNER'S PAINT SPECIFICATIONS, APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7. DO NOT WELD IF THE TEMPERATURE OF THE STEEL IN THE VICINITY OF THE WELD AREA IS BELOW 0' F. WHEN THE TEMPERATURE IS BETWEEN 0' F AND 32' F, PREHEAT AND MAINTAIN THE STEEL IN THE VICINITY OF THE WELD AREA AT 70' F DURING THE WELDING PROCESS. B. DO NOT WELD ON WET OR FROST -COVERED SURFACES & PROVIDE ADEQUATE PROTECTION FROM HIGH WINDS. 9. MOVE ALL COAX AND OTHER FLAMMABLE MATERIALS FROM ANY AREA THAT MAY BE HEATED DURING CONSTRUCTION. 10. CONTRACTOR SHALL MAKE PROPER PRECAUTIONS AND PROCEDURES TO PROTECT THE STRUCTURE FROM CATCHING FIRE DURING ALL WELDING OPERATIONS. THE FOLLOWING FIRE SAFETY PREVENTION PROTOCOL IS THE MINIMUM REQUIREMENTS DURING WELDING OPERATIONS. - 500 GALLON WATER TANK WITH PUMP TO BE ON SITE AT ALL TIMES. - 2 FIRE EXTINGUISHERS ON SITE AT ALL TIMES. - 2 MAN FIRE WATCH ON ANY ADJACENT STRUCTURES, FIELDS AND POLE. - INTERMITTENT COOLING OF WELDED SURFACE TO REDUCE HEAT IN STRUCTURE. Ut 1001 TECHNOLOGY DRIVE LITTLE ROCK, AR 72223 0. BLACK &VEATCH 7760 FRANCE AVENUE SOUTH SUITE 1200 BLOOMINGTON, MN 55435 PROJECT NO: 129087.1004 DRAWN BY: CDs CHECKED BY: GAC A 1 07/18/18 1 ISSUED FOR RLNEW REV I DATE I DESCRIPTION IF IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. DTLRS_008D 14257298 1509 SOUTH PARK STREET LITTLE ROCK, AR 72202 AT&T SMALL CELL SHEET TITLE GENERAL WELDING NOTES SHEET NUMBER C N-4