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Home My WebLink AboutZ-4009-C Map- ti >Qr y �� lo• PN*n•Ma•A4 oY ' `��P G p f Il a Z Y a Grp. Hinson Rd P e i o RM �y W MuUun, Ss ( Wcnwmtlp � s i � s VICINITY MAP I"=5000' Know what's below. Call before you dig. CONSULTANT TEAM ARCHITECT AMERICAN TOWER CORPORATION 1898 LELAND DRIVE SUITE A MARIETTA, GA 30067 PHONE: (678) 265-6705 FAX: (678) 265-6781 CONTACT: JAMES JUSTICE A & E MANAGER APPLICANT: CRICKET COMMUNICATIONS, INC. 10801 LAKEVIEW AVENUE, LENEXA, KS 66219 PHONE: (913) 577-8756 CONTACT: LARRY MATTHEWS ZONING & BUILDING PERMIT: BUILDING PERMIT CONTACT/AGENT: JOSH LOCKE PHONE: (678) 564-3426 LANDLORD: AMERICAN TOWER CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 PHONE: (781) 926-4500 FAX: (781) 926-4555 GROUND OWNER: THOMAS AND LUELLA ALLEN 67 VALLEY ESTATE COVE LITTLE ROCK AR 72212 ELECTRIC ENTERGY PHONE: 800-368-3749 TELCO SOUTHWESTERN BELL PHONE: 866-722-3425 THIS FACILITY SHALL MEET OR EXCEED ALL FAA N F T RY R Uf CTic et communications, INC SITE NAME: MARKET PLACE SITE NUMBER: LIT -052-B ATC SITE NUMBER: 98227 4'505- G NEW EQUIPMENT AND NEW ANTENNAS ON AN EXISTING 71' MONOPOLE WITH PROPOSED 14' EXTENSION PROJECT SUMMARY 11 LITTLE ROCK AK 72212-4088 PULASKI COUNTY PARCEL ID: LOT R45B A REPLATTE OF LOT 45 ZONING JURISDICTION: CITY OF LITTLE ROCK LAT. 34° 46'6.62'N LON. 92° 23'52.14'W GROUND ELEVATION: 436' AMSL USE: TELECOMMUNICATION FACILITY BUILDING CODE & STANDARDS: 2008 NATIONAL ELECTRIC CODE 2006 INTERNATIONAL BUILDING CODE EXISTING TOWER WITH NEW ANTENNAS ARE ADEQUATELY DESIGNED TO RESIST WIND LOADS IN ACCORDANCE WITH TI/VEIA-222-G, AS REQUIRED BY OBCC 3108.4 TELECOMMUNICATIONS INDUSTRY ASSOCIATION TIA/EIA-222-G, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. PROJECT NOTES: I. THE FACILITY IS UNMANNED. 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5. HANDICAP ACCESS IS NOT REQUIRED. c Q N Rodney Yosemite Valley Parham s Rd l7 Akade Dr v (j-, Walnut I Walnut Vyi O( .G c � Huron Ln � kb Cobbley- LOCAL MAP I °=1000• ELY - staff CF P APPROVALS CRICKET PROP. (SIGN & PRINTI ARE THE EXCLUSIVE PROPERTY OF AMERICAN EMAIL AND PHONE: DATE CRICKET R.F MGR (SIGN & PRIM) REUSE, REPRODUCTION OR PUBLICATION BY ANY EMAIL AND PHONE: DATE CRICKET NETOP. (SIGN & PRIIYII BY EMAIL AND PHONE: DATE CRICKET CONST (SIGN & PR1N7) EDR EMAIL AND PHONE: DATE INTERCONNECT {SIGN & PMNTj DH EMAIL AND PHONE: DATE CRICKETSTTE DEV. MGR. (SIGN & PRINIj EMAIL AND PHONE: DATE PROPERTY OWNER (SIGN & PRM EMAIL AND PHONE: DATE PLANNING (SIGN & PRINrI EMAIL AND PHONE: DATE THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS. A-4 DRIVING DIRECTIONS FROM 1-430 IN LITTLE ROCK TAKE EXIT B. GO WEST ON HINSON RD. TURN LEFT ON MARKET. SITE WILL BE ON LEFT. c Q N Rodney Yosemite Valley Parham s Rd l7 Akade Dr v (j-, Walnut I Walnut Vyi O( .G c � Huron Ln � kb Cobbley- LOCAL MAP I °=1000• ELY - staff CF P i Cr1C 'fit PROJECT DESCRIPTION THESE DRAWINGS AND/ORTHEACCOMPANYING THE PROPOSED PROJECT INCLUDES: ATTACHED (3) NEW ANTENNAS TO FACE OF TOWER AT 85' INSTALL NEW EQUIPMENT PLATFORM INSTALL POWER AND TELCO UTILITIES. INSTALL NEW GROUNDING SYSTEM. ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE DRAWING INDEX REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED SHEET SHEETTITLE REV DATE BY T -I TITLE SHEET, VICINITY MAP AND GENERAL 0 INFORMATION 02-09-2011 EDR A-1 ENLARGED SITE PLAN 0 0I-27-201 1 DH A-2 TOWER ELEVATIONS AND COAX CONFIGURATION 0 DETAILS 01-27-2011 DH A-3 EQUIPMENT, ICE BRIDGE AND GPS DETAILS 0 01-20-2011 PP A-4 CABINET COAX CONFIGURATION AND ANTENNA 0 MOUNT DETAILS 01-2G-2011 PP A-5 COAX AND ANTENNA DETAILS 0 01-20-2011 PP E-1 POWER AND TELCO DETAILS 0 01-26-2011 DH E-2 PPC CABINET DETAILS 0 01-2G-2011 PP E-3 ELECTRICAL DETAILS 0 01-20-2011 PP G-1 GROUNDING PLAN AND NOTES 0 01-20-2011 PP G-2 GROUNDING DETAILS 0 01-20-2011 PP GN -I GENERAL NOTES 1 0 01-20-2011 PP GN -2 GENERAL NOTES 2 0 01-20-201 1 PP GN -3 GENERAL NOTES 3 0 01-2G-2011 PP Copyright ©2010 American Tower Corporation, All rights reserved. DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FORSAME i Cr1C 'fit communications, INC THESE DRAWINGS AND/ORTHEACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TOTHESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS AMCAli7�YY!■II' b�4�4NJRle�6 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT -052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 AR Ll 4 PPI -0 ENGINEER ei.a. No, 7784,} a1� !z i• v STAMP HERE: �YJ DRAWN BN PP CHECKED BY: SAE DATE DRAWN: 01-20-2011 JOB NO: 453234K4 SHEETTITLE: TITLE SHEET, VICINITY MAP AND GENERAL INFORMATION SHEET NUMBER: REV. # T-1 0 COMPOUND VIEW FINAL POWER AND TELCO ROUTING TO BE DETERMINED IN FIELD AND APPROVED BY ATC SITE SUPERVISOR X x X CIVIL LEGEND: 10PROPOSED CRICKET 10'-0-x 15'-0' LEASE AREA 2OPROPOSED CRICKET 6'-0' x 10'-0" PLATFORM 3@PROPOSED CRICKET BTS CABINETS ® PROPOSED CRICKET PPC/TPC CABINET W/METER & DISCONNECT ON 3'-0' H -FRAME OS PROPOSED CRICKET 1'-0' x 13'-0' ICEBRIDGE LEGEND - X X WOOD FENCE PROPERTY LINE LEASE AREA OHT/OHP OVERHEAD TELEPHONE/ OVERHEAD POWER UNDERGROUND UTILITY LINES UTILITY EASEMENT PROPOSED CRICKET 6'-0' X 10'-0' PLATFORM WITHIN 10'-0' X 15'-0' LEASE AREA 1 x x x r.. _.._.._.._.._.._..—.._.. .._..— — — 6- i I I J X x x x x x x x x x — 39'-7' 40'-0- LEASE AREA SITE PLAN I x x x SCALE: 1' = 5' - 0' (1 1X 17) 1' = 2'- 6'(24Y,36) crit et COIIIIDRWcations, INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE. ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED REUSE, REPRODUCTION OR PUBLICATION BYANY METHOD, IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS l�4�51'�Od 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER., LIT 052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 ,fAf EN-Jis1F,�!_ t * � N0. 7. ; r ,� I STAMP HERE:�6' DRAWN BY: PP CHECKED BY: SAE DATE DRAWN: 01-20-2011 JOB NO: 453234K4 SHEETTnU: ENLARGED SITE PLAN SHEET NUMBER: REV. # A-1 0 NOTE: • IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH AMERICAN TOWER PROJECT MANAGER (LISTED ON THE T-1 PAGE) THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. . ALL COAX, ANTENNAS AND MOUNTS TO BE INSTALLED PER THE LATEST INFORMATION ON FILE WITH THE AMERICAN TOWER ENGINEERING DEPARTMENT. EXISTING WOOD FENCE NOTE: ANTENNA MOUNT: MC -K I OS -6 " EXISTING EQUIPMENT NOT SHOWN FOR CLARITY PROPOSED CRICKET ICE BRIDGE W/ GPS PROPOSED CRICKET EQUIPMENT PROPOSED CRICKET PLATFORM PROPOSED CRICKET H -FRAME UTILITY RACK o TOWER ELEVATION 1 SCALE: NOT TO SCALE EXISTING WOOD FENCE i communications, INC PROPOSED (3) CRICKET ANTENNAS AND SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN (3) FUTURE ANTENNAS TOP OF PROPOSED SELF-SUPPORT ORIGINAL SITE FOR WHICH THEY ARE PREPARED. WITH RAD CENTER @ 85A.G.L TOWER _ _ EXCEPT BY WRITTEN PERMISSION FROM AMERICAN WITH AZIMUTHS 80°, 210° AND 320° 4Q ELEV. 85'-9" A.G.L Il ANTENNA MODEL NOTES: DOWN 1LT DOWNTILT .AZIMUTH TOPJUMPER BTM JUMPER CABLE CABLE dO POS TX/RX ( 972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CENTER w H LENGTH (FT LENGTHIFF) � W LENGTH FT Q 08 O R MID TOP OF EXISTING SELF-SUPPORT t CMA -13/652 Ad-, _" b ELEVE71'-0'AG.L 15/8" ELIEV.1171-0 A.G.LANTENNAS NOTE: • IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH AMERICAN TOWER PROJECT MANAGER (LISTED ON THE T-1 PAGE) THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. . ALL COAX, ANTENNAS AND MOUNTS TO BE INSTALLED PER THE LATEST INFORMATION ON FILE WITH THE AMERICAN TOWER ENGINEERING DEPARTMENT. EXISTING WOOD FENCE NOTE: ANTENNA MOUNT: MC -K I OS -6 " EXISTING EQUIPMENT NOT SHOWN FOR CLARITY PROPOSED CRICKET ICE BRIDGE W/ GPS PROPOSED CRICKET EQUIPMENT PROPOSED CRICKET PLATFORM PROPOSED CRICKET H -FRAME UTILITY RACK o TOWER ELEVATION 1 SCALE: NOT TO SCALE EXISTING WOOD FENCE i ANTENNA ORIENTATION SCALE: NOT TO SCALE EXISTING (12) 1/2" ALLTELL COAX CABLES MAGNETIC DECLINATION PROPOSED (6) 1 5/8 - CRICKET COAX CABLES TO BE INSTALLED AS SHOWN COAX CONFIGURATION 3 SCAL NOTTOSCALE cric et communications, INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN RF CONFIGURATION (VERSION 1 DATED 1/28/08) PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TIRE TO THESE MOUNTRAD COLOR CODE ANTENNA MODEL NOTES: DOWN 1LT DOWNTILT .AZIMUTH TOPJUMPER BTM JUMPER CABLE CABLE 8505 FREEPORT PARKWAY POS TX/RX ( 972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CENTER [MECHJ JELEC DEG LENGTH (FT LENGTHIFF) TYPE LENGTH FT Q A MID RX YELLOWORANGE CMA -13/652 $5' 0 0 80° b 6 15/8" 120'-0' 2 DRAWN BY: PP 1A6P� RX YELLOW WHITE SHEETTRLE: TOWER SECTORI 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO �� DETAILS SEE NOTE 1 REV. # CONSTRUCTION. 0 TXjRX YELLOW ORNG ORNG 4. COLOR BANDING SHALL BE 2' WIDE ON THE MAIN UNE (5 WRAP MIN.). SPACING TO BE 1' BETWEEN COLORS. COLOR Q B MID RX YELLOW HT HT FUTURE { BANDS 2' BEYOND WEATHERPROOFING. START SECTOR COLOR A MIDT)VRX ?� RED ORANGE CMA-B/6521/EG-6 85' 0 0 210° 6 6 1 5/8" 120'-0' RX RED HITE 30P ` da co � ,F SEE NOTE 1 YELLOW ORNG ORNG roRX B MID RX YELLOW WHT HT FUTURE A MID TX/RX GREEN/ORANGE CMA-8/6521/EO-6 85' 0 0 320' 6 6 15/8' 120'-0' RX GREEN/WHITE SEE NOTE 1 Tx/Rx I YELLOW ORNG ORNG � B MID � YELLOW WHT WHT FUTURE - - - - - ANTENNA ORIENTATION SCALE: NOT TO SCALE EXISTING (12) 1/2" ALLTELL COAX CABLES MAGNETIC DECLINATION PROPOSED (6) 1 5/8 - CRICKET COAX CABLES TO BE INSTALLED AS SHOWN COAX CONFIGURATION 3 SCAL NOTTOSCALE cric et communications, INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TIRE TO THESE PLANS AND/OR SPECIFICATIONS 94ALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT 1 NOTES: �y AL AM w 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 ( 972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT x m L APPROXIMATE LENGTH OF (1) COAX RUN = APPROX. LENGTH CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: OF ICEBRIDGE + ANTENNA MOUNTING HEIGHT+ 20' SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 2. CONTRACTOR SHALL VERIFY THE DOWNTILT OF EACH ��\ C PENU ANTENNA WITH A DIGITAL LEVEL 4k� Al STARE DRAWN BY: PP 1A6P� DATE DRAWN: DI -20-2011 JOB NO: 4532340 SHEETTRLE: TOWER SECTORI 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO �� DETAILS SHEET NUMBER: REV. # CONSTRUCTION. 0 4. COLOR BANDING SHALL BE 2' WIDE ON THE MAIN UNE (5 WRAP MIN.). SPACING TO BE 1' BETWEEN COLORS. COLOR BANDON JUMPERS 1'WIDE WITH 1'SPACE.START COLOR { BANDS 2' BEYOND WEATHERPROOFING. START SECTOR COLOR 'C �xr NEXT TO END CONNECTOR ?� m0 4� O¢ NGx�a 30P ` da co � ,F xra rRn rsBA ANTENNA ORIENTATION SCALE: NOT TO SCALE EXISTING (12) 1/2" ALLTELL COAX CABLES MAGNETIC DECLINATION PROPOSED (6) 1 5/8 - CRICKET COAX CABLES TO BE INSTALLED AS SHOWN COAX CONFIGURATION 3 SCAL NOTTOSCALE cric et communications, INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TIRE TO THESE PLANS AND/OR SPECIFICATIONS 94ALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OFACCEPTANCE OF THESE RESTRICTIONS AL AM w 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 ( 972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT 052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 S1pT C PENU �nN •t,,� 78 STARE DRAWN BY: PP CHECKED BY: SAE DATE DRAWN: DI -20-2011 JOB NO: 4532340 SHEETTRLE: TOWER ELEVATION AND COAX CONFIGURATION DETAILS SHEET NUMBER: REV. # A-2 0 k PROPOSED CRICKET 4'H -FRAME TO BE CONSTRUCTED OF 3 Y2' DIA. GALVANIZED POSTS AND 1 %- UNI -STRUT AT A HEIGHT OF 6' ABOVE FINISH GRADE. POSTS ARE TO BE SET IN CONCRETE FOOTING (12' DIA x 3' DEEP). PROPOSED CRICKET METER AND MANUAL TRANSFER SWITCH LOCATION 50OW QUARTZ LIGHT MOUNTED TO BB WITH 1' CONDUIT ANDA DUPLEX GFCI AND A TIMER SWITCH. ORIENT TO SHINE ON EQUIPMENT. PROPOSED (2) RIGID CONDUITS (1) 2- FOR TELCO & (1) 2- FOR POWER FROM TRANSTECTOR TO PLATFORM PROPOSED 12) SEALTIGHT CONDUITS (112' FOR TELCO & (1) 2- FOR POWER FROM EDGE OF PLATFORM TO BTS LUCENT 4.0 COMPACT BTS CABINET PROPOSED 6'X 10' PLATFORM EZBFO BATTERY CABINET NOTES: 1. IF TRANSTECTOR IS WITHIN 2' OF PLATFORM CONDUIT CAN BE ATTACHED TO BOTTOM SIDE OF PLATFORM. IF TYPICAL EQUIPMENT LAYOUT . CONORE TACTORHEN ONDUTTS 2"TOHALL 1 90'EL D. 2. CONTRACTOR TO SUPPLY 2' TO 1' 90' ELBOW TO BTS. I SCALE: NOT TO SCALE CABINET PROPOSED LIGHT PLACEMENT VARIES DEPENDED UPON CABINET MOUNTING AND/OR DOOR SWING. VERIFY PLACEMENT PRIOR TO DEPLOYMENT. 10'-0" �: �Ii � rs✓rr�s^�V�ir�r�^�rrr:i►Vi� 9��mmwMOM== —1 [ t�� [ai wR�.�a� aa� R[w•�!�[ ��wr�r�t lT��!!�w[��r•/i! �: ti�=�[rrr[��=aa•=�=��wr rly TOP VIEW 88 8 Y :E 83 8 i i8 ADJUSTABLE 5:Rn1UT V l:uv NOTES: 1. SEE EQUIPMENT MANUFACTURER DOCUMENTATION FOR ADDITIONAL INFORMATION. 2. PREMANUFACTURED FRAME IS RATED AT 200 PSF AND IS DESIGNED BY OTHERS. PLATFORM DETAIL �—SCALE: NOT TO SCALE irnMFTRIr %nFvv SIDE VIEW MINIMUM OF 75% OR 270' IN ANY DIRECTION ANDREW WB- Y100 1'-0'x 10'-0' SAFETY GRATING ICE BRIDGE DETAIL SCALE: NOT TO SCALE OBSTRUCTIONS MUST GPS MINIMUM SKY VIEW REQUIREMENTS NOTES: I . THE ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD 1-1/4' DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL 4. DO NOT SWEEP TEST GPS ANTENNA VAULT #Z AWG BCW TO GROUND RING 4 GPS DETAIL SCALE: NOT TO SCALE C1'1C et COIDIDIIIIIC8LIOR5, INC CUSTOMER SITE NUMBER: LIT 052-B CUSTOMER SITE NAME: MARKET PLACE THESE DRAWINGSAND/ORTHEACCOMPANYING 1 1/4' PIPE TO 3- SPECIFICATION AS INSTRUMENTS OF SERVICE ANDREW WB-TKI2D TRAPEZE ARE THE EXCLUSIVE PROPERTY OF AMERICAN KIT, BOTTOM RUNG T-0' aUBLI 71OOSHAL BERREESTDwcrEDTOTTHHE MIN. ABOVE GRADE ORIGINAL SITE FOR WHICH THEYARE PREPARED. REUSE REPRODUCTION OR PUBLICATION BYANY C 4 W METHOD, IN WHOLE OR IN PART. 15 PROHIBITED O Z EXCEPT BY WRITTEN PERMISSION FROM AMERICAN ANDREW WB -K110 -B TOWER CORPORATION TITLE TO THESE PIANS AND/OR SPECIFICATIONS SHALL REMAIN WAVEGUIDE BRIDGE KIT WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM W/3 -x13' -0 -POST SHALL CONS TITUTEPRIMA FACIE EVIDENCE STANDARD OFACCEPTANCE OFTHESERESTRICTIONS CUSTOMER SITE NUMBER: LIT 052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 1 1/4' PIPE TO 3- 98227 GRADE A A1-Txyvmw SITE ADDRESS: �o 1515 MARKET ST. C 4 W LITTLE ROCK, AR 72212-4088 O Z 8505 FREEPORT PARKWAY m O SUITE 135 uj IRVING, TX 75063 BENDING RADIUS PER MANUFACTURER'S (972) 9998900 Tel. STANDARD (972) 999-8940 Fax NYSEAMT CUSTOMER SITE NUMBER: LIT 052-B CUSTOMER SITE NAME: MARKET PLACE PIPE CAP 3 1/2' DIA. ICE BRIDGE SUPPORT PIPE ATC SITE NUMBER: 1 1/4' PIPE TO 3- 98227 - GPS ANTENNA SITE ADDRESS: I 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 1-1/4.0 SCH. 40 STAINLESS SHEETTHLE: STEEL OR GALV. PIPE PIPE CAP 3 1/2' DIA. ICE BRIDGE SUPPORT PIPE #6 AWG GROUNDING KIT CABLE (PROVIDED WITH KIT) TNUMBER: REV. N A-3 I 0 STAMP HERE: 1 1/4' PIPE TO 3- DRAWN Br PIPE CLAMP CHE''XED BY: SA I DATE DRAWN: 01-20-2011 JOB NO: 453234K4 SHEETTHLE: — GROUNDING KIT 1/2.0 COAX CABLE 8- MINIMUM EQUIPMENT, ICE BENDING RADIUS PER MANUFACTURER'S BRIDGE AND STANDARD GPS DETAILS #6 AWG GROUNDING KIT CABLE (PROVIDED WITH KIT) TNUMBER: REV. N A-3 I 0 SECTOR C (GAMMA) SECTOR B (BETA) SECTOR A (ALPHA) C GPS X c !r QQ 0 W yl j J J m m Q Q u 0 0 0 Q Q b W ❑ W O W O Q ORANGE WHITEY Q Q Q Q Q Y- YELLOW W R- RED vk G G R R Y Y G- GREEN TO ANTENNA CABINET COAX CONFIGURATION I SCALE: NOT TO SCALE 14 a s 1 6 ' ITEM PART NO. DESCRIPTION OTY. WEIGHT 1 MC -RM 1030-3 010' - 30' RINGMOUNT 1 159.54 LBS 2 MT197H HARDWARE KR (REM 3) 3 3 GB -0524A 518- X 2-112- GALV. BOLT KR A325 12 0.30 LBS 3 4 MT 197.01 SINGLE SUPPORT ARM 3 66.05 LBS 5 MT21 bNSH HARDWARE KR ITEMS 6� 3 b MT216.02 15' CENTER CHANNEL BRACKET 3 20.03 LBS 17 7 GU64355 1/2' X 3-5/8' X 5' GALV U -BOLT KR 12 0.72 LBS 8 GU65458 5/8"X 45/8' X 7-1/2' GALV. lJ BOLT KfT 6 1.56 LBS 7 9 MT -219-H HARDWARE KR ITEMS 10 12 6 10 MT217.01 PIPE MOUNT PLATE 6 7.53 LBS II 10 11 GUB4240 112'X 2-112'X 4' GALV U -BOLT KR 12 0.57 LBS 12 GUB�356 1/2' X 3-5/8' X b' GALV U -BOLT KfT 12 0.83 LBS 13 13 MT216.01 3'h' O.D. X 10' GALV. PIPE 3 79.83 LBS 14 MT -O( XX) 2 -3/8'O -D- PART LIST FOR USE WITH T -FRAME MC -K I OS -6 SERIES ANTENNA MOUNT DETAIL z NOT TO SCALE cric Vet communications, INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL WE FOR WHICH THEY ARE PREPARED REUSE REPRODUCTION OR PUBLICATION BYANY METHOD, IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROV1 AMERICAN TOWER CORPORATION TRLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM L CONSTITUTE PRIMA FADE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS SHALAN ��N Mnr G�I3y1 Y u�ri:.N�Vlf li �L7 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999900 Tel. (972) 999940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT 052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITEADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 g�pTE m p N AALe DRAWN BY: "PIy CHECKED BY: SAE DATE DRAWN: 01-242011 JOB NO: 953234K4 SHEET TITLE: CABINET COAX CONFIGURATION AND ANTENNA MOUNT DETAILS SHEET NUM$ER REV. !r A-4 0 PIPE SEE TABLE) b !r A-4 0 PER SECTOR RXI/TXI RX2 RX1/7X1 BTS CABINET RX2 (D ANTENNA COMPONENTS THESE DRAWINGS AND/OR THE ACCOMPANYING ITEM NO. ITEM DESCRIPTION TOTAL QUANTITY 1 ANTENNA 3 2 TOPJUMPERS 6 2a ATTACHED MALE DIN CONNECTORS 12 3 MAIN COAXIAL CABLE 6 4 UNATTACHED FEMALE DIN CONNECTOR 6 5 BOTTOM JUMPERS 6 5A UNATTACHED MALE DIN CONNECTORS 12 6 COAX GROUND KTT 18 (D communications, INc THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE NOTES: TOWER CORPORATION AND THEIR USEAND A. REFER TO SHEET A-4 FOR ANTENNA MAKE AND MODEL REUSE REPRODUCTION OR PUBUCATION BYANY B. WEATHERPROOF ALL GROUNDING CONNECTIONS AND UND BAR PLANS AND/OR SPECIFICATIONS SHALL REMAIN CONNECTORS, RE. 2/A-5 4NAS) C. CONTRACTOR SHALL NOTE ANTENNA SERIAL NUMBERS /E-4 AMI�CJIl�171OiN1�!' AND ACTUAL COAX LENGTHS ON RED -LINES. SUITE 135 D. FOR COAX RUNS OVER 200' IN LENGTH, PLACE AN (972) 999940 Fax NYSE AM CUSTOMER SITE NUMBER: ADDITIONAL GROUNDING KIT AND GROUND BAR CUSTOMER SITE NAME: MARKET MID WAYS UP THE TOWER. qD BAR /ER JD BAR 21DGE :QUIPMENT ) GREATER )M TOWER ANTENNA SCHEMATIC DIAGRAM SCALE: NOT TO SCALE GROUNDING CLAMP GROUNDING CLAMP L�—t ASSEMBLY FIGURE 1 41491MWA CMA-13/6521/EO-6 2 3/8.0 ANTENNA SUPPORT PIPE PIPE WILL EXTEND A MIN. OF4'ABOVE ANTENNA I) DOWNTILT 'ACKET )PPLIED WITH YTENNA JTENNA (N) 1/2.OJUMPERS TYPICAL ANTENNA DETAIL SCALE: NOT TO SCALE ELECTRICAL TAPE OVER MASTIC TAPE ELECTRICAL TAPE #6 GROUND LEAD SLOT FOR ADJUSTABLE OVER MASTIC TAPE BAND CLAMP 2 BARBELL HYDRAULICALLY CRIMPED CONNECTION 1/4-20 IF REQUIRED BY ANTENNA HARDWARE perry TAPE CONFIGURATION, EXTEND r06 GROUND LEAD LEAD W/#2 CONDUCTOR TO /1 GROUND BAR GROUNDING CLAMP FIGURE 3 FIGURE 4 FIGURE 5 FIGURE 6 ATYPICAL WEATHERPROOFING DETAILS SCALE: NOTTO SCALE cricV et communications, INc THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OFAMERICAN TOWER CORPORATION AND THEIR USEAND PUBLICATION SHALL BE RESTRICTED TOTHE ORIGINAL SITE FOR WHICH THEYARE PREPARED REUSE REPRODUCTION OR PUBUCATION BYANY METHOD. IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICEAND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS AMI�CJIl�171OiN1�!' 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 ( 972) 999-8900 Tel. (972) 999940 Fax NYSE AM CUSTOMER SITE NUMBER: LIT 052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 I�St ' E P �r R E J� 01 77,84 r: STAMP HERE: DRAWN BY: CHECKED BY SAE DATE DRAWN: 01-20-2011 JOB NO: 453234K4 SHEETTTTLE: COAX AND ANTENNA DETAILS SHEET NUMBER: REV. # A-5 0 -X x x =iI— wl I'T 2'0 PROPOSED H -FRAME DETAILS POWER AND TELCO DETAILS SCALE: NOT TO SCALE - - - - - - - - - - - - - - - - - -----^-- - - - - - - �..,..�..-.._..-.._ -r` ..-..�..�. f PROPOSED CRICKET 2' CONDUIT I I I I ROUTING FOR TELCO I I PROPOSED CRICKET 2' CONDUIT I ROUTING FOR POWER I 4.06 EZBFO I BTS CABINET IN f I I E I I I PROPOSED CRICKET I I 6'-0' X 10'-0' PLATFORM WITHIN f 1LOEASE AREA I f I I I PROPOSED CRICKET I METER 6 DISCONNECT x I Ljo —X—X— x x x -X—x— x x x POWER & TELCO ROUTING �SCALE: NOT TO SCALE LOAM AREA FINISH GRADE 611 NOTE- THIS 15 NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA NOR A REPRESENTATION OR WARRANTY OF CLIENTS RIGHT TO UTILIZE A DESIGNATED AREA FOR THE PURPOSE OF INSTALLING UTILITIES, IT IS THE CLIENTS RESPONSIBILITYTO VERIFY THE LOCATION OF ALL UTILITIES 1WHETHER SHOWN OR NOT), CLIENTS RIGHT TO INSTALL UTILITIES IN A GIVEN LOCATION AND PROTECT SAID UTILITIES FROM ANY DAMAGE PAVED AREA \///� Lu %\i O Lu zo z f10 TWO COURSES OF 1-1/2' BITUMINOUS PAVEMENT 6ML YELLOW WARNING TAPE 'HIGH VOLTAGE SAW {UT TO STRAIGHT EVEN EDGE BEFORE PAVING W GRAVELBASE COMPACTED BACKFILL COMPACTED PROCESSED GRAVEL, 6' MIN. ON ALL SIDES SCHEDULE 40 CONDUITS FOR NEW ELECTRICAL AND TELEPHONE SERVICES SEE UTILITY AND SITE PLANS. PROVIDE APPROVED PULL BOXES AS REQUIRED, AND COORDINATE INSTALLATION W/ ALL UTILFTY COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH PULL ROPES 1TYP.1. ATYPICAL UTILITY TRENCH DETAIL SCALE: NOT TO SCALE CTC et COIIIIDLLnICat10RS, INC 200A FUSABLE SPECIFICATION AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND SAFETY SWITCH ORIGINAL SITE FOR WHICH THEYARE PREPARED REUSE. REPRODUCTION OR PUBLICATION BYANY METHOD, IN WHOLE OR IN PART. 15 PROHIBITED PROPOSED TOWER CORPORATION TITLE TOTHESE f 3.0 I METER NOTES: OF ACCEPTANCE OF THESE RESTRICTIONS mwnnn CONTRACTOR TO COORDINATE WITH LOCAL 3' SCH. 40 IRVING, TX 75063 1972) 999-8900 Tel. TELEPHONE AND POWER PROVIDERS FOR GALV. PIPE LIT -052-B CUSTOMER SITE NAME: REQUIREMENTS PRIOR TO INSTALLATION. PLACE ATC SITE NUMBER: 98227 2. EXISTING UNDERGROUND UTILITIES ARE NOT SHOWN. 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 400 CONTRACTOR SHALL HAVE LOCATOR SERVICE LOCATE I p Eli AND MARK UNDERGROUND UTILITIES PRIOR TO GENERATOR % 3 }j- i} I. CONSTRUCTION. RECEPTACLE CHF,CKED BY: SAE DATE DRAWN: 01-20-2011 3. CONTRACTOR RESPONSIBLE FOR UTILfIY RUNS FROM SHEETTITLE: POWER AND TELCO SERVICES TO PPC. CONTRACTOR ALSO RESPONSIBLE FOR SHEET NUMBER: REV. # E-1 RUNS FROM PPC TO JUST BELOW BTS. NORTEL 4 RESPONSIBLE FOR FLEX CONDUIT TO BTS. 2" RGS CONDUIT o o 2' RGS NDUIT FOR TELCO o o 0 0 7 ^ D D a o � Ih #2 BCW CADWELD z RGs CONDUIT TO POST, CONNECT FOR POWER TO GROUND RING 4 ry a :,n,Isa1G iQlaHit I d- . - MING -; T I M =iI— wl I'T 2'0 PROPOSED H -FRAME DETAILS POWER AND TELCO DETAILS SCALE: NOT TO SCALE - - - - - - - - - - - - - - - - - -----^-- - - - - - - �..,..�..-.._..-.._ -r` ..-..�..�. f PROPOSED CRICKET 2' CONDUIT I I I I ROUTING FOR TELCO I I PROPOSED CRICKET 2' CONDUIT I ROUTING FOR POWER I 4.06 EZBFO I BTS CABINET IN f I I E I I I PROPOSED CRICKET I I 6'-0' X 10'-0' PLATFORM WITHIN f 1LOEASE AREA I f I I I PROPOSED CRICKET I METER 6 DISCONNECT x I Ljo —X—X— x x x -X—x— x x x POWER & TELCO ROUTING �SCALE: NOT TO SCALE LOAM AREA FINISH GRADE 611 NOTE- THIS 15 NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA NOR A REPRESENTATION OR WARRANTY OF CLIENTS RIGHT TO UTILIZE A DESIGNATED AREA FOR THE PURPOSE OF INSTALLING UTILITIES, IT IS THE CLIENTS RESPONSIBILITYTO VERIFY THE LOCATION OF ALL UTILITIES 1WHETHER SHOWN OR NOT), CLIENTS RIGHT TO INSTALL UTILITIES IN A GIVEN LOCATION AND PROTECT SAID UTILITIES FROM ANY DAMAGE PAVED AREA \///� Lu %\i O Lu zo z f10 TWO COURSES OF 1-1/2' BITUMINOUS PAVEMENT 6ML YELLOW WARNING TAPE 'HIGH VOLTAGE SAW {UT TO STRAIGHT EVEN EDGE BEFORE PAVING W GRAVELBASE COMPACTED BACKFILL COMPACTED PROCESSED GRAVEL, 6' MIN. ON ALL SIDES SCHEDULE 40 CONDUITS FOR NEW ELECTRICAL AND TELEPHONE SERVICES SEE UTILITY AND SITE PLANS. PROVIDE APPROVED PULL BOXES AS REQUIRED, AND COORDINATE INSTALLATION W/ ALL UTILFTY COMPANIES FOR INTERFACING AT TERMINATION POINTS. PROVIDE FULL LENGTH PULL ROPES 1TYP.1. ATYPICAL UTILITY TRENCH DETAIL SCALE: NOT TO SCALE CTC et COIIIIDLLnICat10RS, INC THESE DRAWINGS AND/OR THEACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATICNJ SHALLBE RESTRICTED TOTHE ORIGINAL SITE FOR WHICH THEYARE PREPARED REUSE. REPRODUCTION OR PUBLICATION BYANY METHOD, IN WHOLE OR IN PART. 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TOTHESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FAOE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS mwnnn 6505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 1972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT -052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 400 I p Eli It 7784, r % 3 }j- i} I. STAMP HERE: DRAWN BY. PP CHF,CKED BY: SAE DATE DRAWN: 01-20-2011 JOB NO: 453234K4 SHEETTITLE: POWER AND TELCO DETAILS SHEET NUMBER: REV. # E-1 0 SPECIFICATIONS PHYSICAL CABINET TYPE: UL TYPE 3R CABINET MATERIAL: 125'5052-H32 ALUMINIUM WIRE CONDUIT KNOCKOUTS SIDES - 3 PER SIDE @ 2-1/2.0 CONDUIT TRADE SIZE (2.97-0 ACTUAL) BOTTOM - 4 @ 2-1/2.0 CONDUIT TRADE SIZE (2.97'0 ACTUAL) OUTER CABINET DIMENSIONS: 64' X 30'X 12' MOUNTING HOLES (BOTTOM): 4 @ 0.44'0 MOUNTING HARDWARE/GASKET INCLUDED WEIGHT. APPROXIMATELY 150 LBS. (68 KG) POWER CENTER: UL' LISTED TO UL 891 SERVICE: 120/24OV, i PHASE, 200 AMP GENERATOR & UTILITY BREAKERS: SQUARE D, Q FRAME, 200 AMP FEATURES: FACE MOUNT MECHANICAL INTERLOCK TRANSFER MECHANISM 2'-3' c � A ry 7 a TELCO COMPARTMENT m C /77 SURGEARRESTOR GENERATOR RECEPTACLE: 200A, 2W/3PAPPLETONADR1023 LOAD CENTER: 200 AMP, 24 POSITION SQUARE D, QO SME BRANCH BREAKERS (1) 20A DUAL POLE (TVSS) INCLUDED (1) 15A SINGLE POLE (GFI RECEPTICAL) INCLUDED (1) 1 OA VENTILATION FAN INCLUDED SUPRESSION: 120/240V TRANSTECTOR MCP120TA-1 OM SUPPRESSION PRIMARY TECHNOLOGY. SILICON AVALANCHE SUPRESSOR DIODES (SASD) SECONDARY TECHNOLOGY. METAL OXIDE VARISTORS (MOV) TELCO CENTER: GROUND 12 POSITION MASTER COPPER GROUND BAR BACKBOARD: NOMINAL 3/4' CDX GRADE PLYWOOD RECEPTACLE: 15A GFI DUPLEX TERMINAL STRIP. 12 POSITION PUNCH DOWN BLOCK: 66 POSITION, CAT 5 SUPPRESSION: (1) TRANSTECTOR SYSTEMS TSJ-48-CLT TECHNOLOGY: SILICON AVALANCHE SUPRESSOR DIODES (SASD) (UL 497A) m MOUNTING HOLES 3/8- BOLTS (4) PLACES 2- CONDUIT (5) CAT -5 PAIR COLOR CODED AS FOLLOWS: (1) YELLOW (2) RED (3) GREEN (4) WHITE (5) BROWN COOLING FAN w/ TWO STANDARD I2x12x1 FILTERS W� APPLETON ADR 1023 200 AMP, 2W/3P GENERATOR INLET cric et communlcdtlons. INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OFAMERICAN TOWER CORPORATION AND THEIR USEAND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEYARE PREPARED REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE ORIN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN AMERICAN MERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FADE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS sTYF2,UEyTUR /�_L 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT -052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 5052-1-132 AL.0.125 THICK POWDER COAT FINISH TYPE 31? ENCLOSURE SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 MCP SERIES SUPPRESSION 200 AMP POSITION I I I I I I I I I E f I I i I I I� I I 4 .I I llll�►71\�I I I I I SQUARE D MAIN BREAKERS v 'll v�l It') III I f �r■ I _ I I GFCI CONVENIENCE OUTLET SPECIFICATIONS PHYSICAL CABINET TYPE: UL TYPE 3R CABINET MATERIAL: 125'5052-H32 ALUMINIUM WIRE CONDUIT KNOCKOUTS SIDES - 3 PER SIDE @ 2-1/2.0 CONDUIT TRADE SIZE (2.97-0 ACTUAL) BOTTOM - 4 @ 2-1/2.0 CONDUIT TRADE SIZE (2.97'0 ACTUAL) OUTER CABINET DIMENSIONS: 64' X 30'X 12' MOUNTING HOLES (BOTTOM): 4 @ 0.44'0 MOUNTING HARDWARE/GASKET INCLUDED WEIGHT. APPROXIMATELY 150 LBS. (68 KG) POWER CENTER: UL' LISTED TO UL 891 SERVICE: 120/24OV, i PHASE, 200 AMP GENERATOR & UTILITY BREAKERS: SQUARE D, Q FRAME, 200 AMP FEATURES: FACE MOUNT MECHANICAL INTERLOCK TRANSFER MECHANISM 2'-3' c � A ry 7 a TELCO COMPARTMENT m C /77 SURGEARRESTOR GENERATOR RECEPTACLE: 200A, 2W/3PAPPLETONADR1023 LOAD CENTER: 200 AMP, 24 POSITION SQUARE D, QO SME BRANCH BREAKERS (1) 20A DUAL POLE (TVSS) INCLUDED (1) 15A SINGLE POLE (GFI RECEPTICAL) INCLUDED (1) 1 OA VENTILATION FAN INCLUDED SUPRESSION: 120/240V TRANSTECTOR MCP120TA-1 OM SUPPRESSION PRIMARY TECHNOLOGY. SILICON AVALANCHE SUPRESSOR DIODES (SASD) SECONDARY TECHNOLOGY. METAL OXIDE VARISTORS (MOV) TELCO CENTER: GROUND 12 POSITION MASTER COPPER GROUND BAR BACKBOARD: NOMINAL 3/4' CDX GRADE PLYWOOD RECEPTACLE: 15A GFI DUPLEX TERMINAL STRIP. 12 POSITION PUNCH DOWN BLOCK: 66 POSITION, CAT 5 SUPPRESSION: (1) TRANSTECTOR SYSTEMS TSJ-48-CLT TECHNOLOGY: SILICON AVALANCHE SUPRESSOR DIODES (SASD) (UL 497A) m MOUNTING HOLES 3/8- BOLTS (4) PLACES 2- CONDUIT (5) CAT -5 PAIR COLOR CODED AS FOLLOWS: (1) YELLOW (2) RED (3) GREEN (4) WHITE (5) BROWN COOLING FAN w/ TWO STANDARD I2x12x1 FILTERS W� APPLETON ADR 1023 200 AMP, 2W/3P GENERATOR INLET cric et communlcdtlons. INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OFAMERICAN TOWER CORPORATION AND THEIR USEAND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEYARE PREPARED REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE ORIN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN AMERICAN MERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FADE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS sTYF2,UEyTUR /�_L 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT -052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 5052-1-132 AL.0.125 THICK POWDER COAT FINISH TYPE 31? ENCLOSURE SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212-4088 MCP SERIES SUPPRESSION 200 AMP POSITION SQUARE D LOAD CENTER 200 AMP INTERLOCKED` 7 7R ", SQUARE D MAIN BREAKERS r') ' GFCI CONVENIENCE OUTLET STAMP HERE: DRAWN BY: PP 12 POSITION TERMINAL BLOCK CHECKED BY: SAE CAT 5 PUNCH DATE DRAWN: 01-20-201 I DOWN BLOCK JOB NO: 453234K4 SURGEARRESTOR I I SHEETTTTLE PPC CABINET r TSJ SERIES DETAILS SUPPRESSION MULTIPOINT SHEET NUMBER: REV. # GROUND BAR E-2 1 0 NEW 200A METER (3) #3/0 W/ (1) #2 GRD 200A FUSABLE DISCONNECT SWITCH 200/2 200A 200A EMERGENCY GENERATOR RECEPTACLE j MTS 200A 24 POSITION LOAD PANEL LP -1' PPC CABINET TRANSTECTOR MODEL- TTOR-200-24 CC -08 LIQ TIGHT 200A 'POWER SOURCE' J VOSCH. 40 PVC CONDUIT (OR AS REQ'D. BY LOCAL ELECT. CODE) GROUND PER #2 CU IN 1/2' SCHED, 80 PVC TO 5/8' X 10' COPPER ROD TO NEC250 24 BE BONDED AS INDICATED ON DRAWING G1 TO EXISTING GROUND RING. INSTALL ADDITIONAL GROUND RODS AND (3) #3/0 W/ (1) #2 GRD I BOND AS INDICATED & REQUIRED PER NEC250-24 T3 7 TO EXISTING UTILITY SOURCE Tl' TELEPHONE SERVICE TELCO j 4'0 SCH. 40 BOX I PVC CONDUIT 12) #6 11) #6 GRD (2) # 12 (II 11112 GRD POWER I MODULAR CABINET CELL (PWRJ CABINET (MCC) #1 J� 1 GROUND PER NEC250-24 2 1/2' PVC (6) CATS CABLES 1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCALAND STATE CODE, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE. POWER SERVICE REQUIREMENT IS COMMERCIAL AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR REQUIREMENTS OF Tl' SERVICE LINE TO TERMINATE AT THE PPC CABINET. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN AND DETAIL DRAWINGS. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED STEEL UNLESS OTHERWISE INDICATED. POWER CONDUIT LINES SHALL BE SIZED AS REQUIRED PER CABLE SIZING AND NEC REQUIREMENTS AS SHOWN IN TABLE BELOW. 7. ALL TELCO CONDUIT LINES SHALL BE 4' SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 8. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6' ABOVE GRADE OR PLATFORM. IF SERVICE LINES CANT BE INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 9. THE PPC CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE COORDINATED BY ELECTRICAL CONTRACTOR AND FIELD CONSTRUCTION MANAGER. 11. #2 WIRE TO BE UTILIZED IN ELECTRIC SERVICE RUNS EXCEEDING 100'. SINGLE LINE DIAGRAM SCALE: NOT TO SCALE TYPE NC TYPE HS TYPE SS TYPE PT TYPE HA q& TYPE GT TYPE GR TYPE VS TYPE XA TYPE GL LUG TYPICAL CADWELD TYPE CONNECTIONS z SCALE: NOT TO SCALE ELECTRICAL NOTES: I. CONTRACTOR SHALL INSPECT THE EXISTING 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. 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12' MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2' OR LARGER. 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER UP TO SIZE # 10 AWG (#8 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98% CONDUCTIVITY, MINIMUM #12. 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J -BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL 9. ALL NEW MATERIAL SHALL HAVE A U.L LABEL 10. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. N POWER CABINET LI L2 CIRCUIT # 1 r w (1) #4 NEUTRAL ¢ Z�l ORIGINAL SITE FOR WHICH THEYARE PREPARED Q NEUTRAL rv�m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cricet communications, INC THESE DRAWINGS AND/OR THEACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TOTHE ORIGINAL SITE FOR WHICH THEYARE PREPARED REUSE, REPRODUCTION OR PUBLICATION BYANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROMAMERICAN TOWER CORPORATION TITLE TOTHESE PLANS AND/OR SPECIFICATIONSSHAU REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AM nw 67MUCQM&d 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT 052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 7221214088 $I �slIVE AR 4. T STAMP HERE:.'"LF DRAWN BY, PP CHECKED BY: SAE DATE DRAWN: 01-20-2011 JOB NO: 453234K4 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: REV. # E-3 0 EXISTING TOWER GROUND RING GROUNDING VAULT / 1 13'x24'x 12' r. PART# MTC97681324 r 1 (2) #2 TINNED SOLID COPPER CAD WELDED #6 GREEN THHN GROUND LEADS FROM COAX GROUND KITS WITH TWO HOLE LONG BARREL COMPRESSION LUG (MTC 976715 - 15' OR N MTC 976720 - 20') 11J GROUNDING PLAN T SCALE: NOT TO SCALE FINISHED GRADE AGGREGATE SURFACE NOTE: \ REVISED STANDARD TO REQUIRE GROUND BAR PLACEMENT TO INCLUDE CAD WELD \ AND OR LUG CONNECTION. FIELD VERIFY. 1 I / I NEW GROUND RING I I BURIED BELOW IIIIII1��f GRADE (SEE DETAIL 1 6 Z FOR MORE If INFORMATION) 1 I ^^ AL f CRICKET PLATFORM #2 AWG SOLID BARE TINNED COPPER EXTERIOR GROUND RING EXOTHERMIC WELD :TO GROUND ROD GROUND ROD (TYPICAL) GROUNDING RING_ DETAIL SCALE: NOT TO SCALE GROUNDING NOTES: 8'x 36# DP. INSPECTION 1. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION � � � � �y L SUITE 135 (NFPA) 780 (LATEST EDITION), AND MANUFACTURER. com vinications, TNc 2. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE CONNECTED TO GROUND A. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A'FALL OF POTENTIAL- TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL (9721999-8940 Fax NYSE AMT ELECTRODE SYSTEM. WHEN THE AC PANEL IN THE POWER CABINET IS CONSIDERED A SUB -PANEL, THE GROUND WIRE SHALL BE INSTALLED IN THE AC POWER FINISHED INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE CONDUIT. THE INSTALLATION SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). (5) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CUSTOMER SITE NUMBER: CONNECTIONS AS REQUIRED TO MEET THE 5 OHMS MAXIMUM. THESE DRAWINGS AND/OR THE ACCOMPANYING 3. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL OTHERWISE, THE CONNECTION SHALL BE MADE USING SPECIFICATION AS INSTRUMENTS OF SERVICE, MARKET COMPRESSION TYPE -2 HOLES. LONG BARREL LUGS OR DOUBLE CRIMP CLAMP 'C' CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND 1' WIDE SLOT FOR GROUND SHIELD) BEFORE MAKING THE CONNECTIONS. THE MANUFACTURER'S TORQUING RECOMMENDATIONS ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS PUBUCATION SHALL BE RESTRICTED TOTHE ORIGINAL SITE FOR WHICH THEYARE PREPARED 98227 7 v ARE TO BE FOLLOWED. REUSE. REPRODUCTION OR PUBLICATION BYAW ROD AT EACH CORNER CHECKED BY: SAE METHOD, IN WHOLE OR IN PART, IS PROHIBITED 4. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE SHIELD EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TREE TO THESE - -EXOTHERMIC WELD (CADWELD) SHALL BE BONDED TO A COPPER GROUND BUSS AT THE LOWER MOST POINT OF A VERTICAL RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT 0 HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORTAS POSSIBLE. ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST PREJUDICE AND VISUAL CONTACT WITH THEM BEFORE ENTERING THE CELL CABINET. ANY ANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT SHALL CONSTITUTE PRIMA FADE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS MID -PAINT S. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS STRAIGHT AS PRACTICAL co WITH MINOR BENDS TO AVOID OBSTRUCTIONS. THE BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8'. PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES OR EQUIPMENT. 6. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND/OR CEILINGS. Amminamiawm■ 7. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND BOND TO THE EQUIPMENT GROUND BUSS IN THE PANEL BOARD. s4UOUJI. 8. GROUND ANTENNA BASES, FRAMES, CABLE RACKS AND OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS AND CONNECTTO INSULATED 8'x 36# DP. INSPECTION SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS FOR GROUNDING. 8505 FREEPORT PARKWAY SUITE 135 9. GROUND COAXIAL SHIELD AT BOTH ENDS USING MANUFACTURER'S GUIDELINES. IRVING, TX 75063 GROUND FIELD TEST PROCEDURE: )972) 999-8900 Tel. A. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A'FALL OF POTENTIAL- TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL (9721999-8940 Fax NYSE AMT CONNECTION OF THE GROUNDING SYSTEM TO EQUIPMENT. THE TEST SHALL BE PERFORMED BY QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE FINISHED INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED FIVE STAMPHER4 (5) OHMS. IF THE GROUND TEST EXCEEDS THE MAXIMUM OF 5 OHMS THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CUSTOMER SITE NUMBER: CONNECTIONS AS REQUIRED TO MEET THE 5 OHMS MAXIMUM. LIT -052-B z GROUNDING NOTE CUSTOMER SITE NAME: SCALE: NOT TO SCALE MARKET PLACE 1' WIDE SLOT FOR GROUND ATC SITE NUMBER: GROUNDING LEGEND: 98227 7 v ®-5/8-x8'-0- COPPERCLAD GROUND -XIT GROUND ROD — — — #2 AWG BCW ROD AT EACH CORNER CHECKED BY: SAE STRANDED INSULATED -GROUND TEST WELL AT ROD ■ -MECHANICAL CONNECTION (FROM EQUIPMENT TO MGB) SITE ADDRESS: 1515 MARKET ST. Q LITTLE ROCK, AR 7� 21214088 - -EXOTHERMIC WELD (CADWELD) Yr 8'x 36# DP. INSPECTION SLEEVE,PVC OR SOIL PIPE WITH CAP OR EQUIVALENT x A CADWELD CONNECTION FINISHED (TYPE -GT) STAMPHER4 GRAPE �• ' '~ D �•� 1' WIDE SLOT FOR GROUND DRAWN BY: PP rw _ WIRE EXTEND 2' ABOVE CHECKED BY: SAE Q GROUND WIRE 0 DATE DRAWN: 0I-20-2011 co � JOB NO: 453234K4 1, SHEETTTTLE: ,r i 3/4' CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2' OF ` TOP OF GROUND LOOP WIRE GROUNDING #2 AWG SOLID TINNED f COPPER WIRE (EXTERIOR 5/8'0x10' LONG COPPER PLAN AND GROUND RING) CLAD GOUND ROD NOTES GROUNDING TEST WELL SHEET NUMBER: REV." T SCALE: NOT TO SCALE G— O GROUND RING #2 AWG BCW CABLETO CABLE CADWELD GROUND #2 AWG #2 AWG BCW VERTICAL POST CONNECTED TO RING VERTICAL POST NOT CONNECTED TO RING NOTE: I. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. 3. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POST THAT IS BONDED TO THE EXTERIOR GROUND RING I GATE GROUNDING DETAIL IF APPLICABLE SCALE: NOT TO SCALE #2 AWG BCW Ll47LC I wLSLt #2 AWG BCW CADWELD (TYP.) I— — — — — — RING GROUND #2 AWG BCW (36' MIN. BELOW GRADE) NOTE: 1. THE #2 AWG, BCW, FROM THE RING GROUND SHALL BE CADWELDED TO THE POST ABOVE GRADE. 2. BOND EACH HORIZONTAL POLE/BRACE TO EACH OTHER AND TO EACH VERTICAL POLE BONDED TO THE EXTERIOR GROUND RING 3 GATE JUMPER SHALL BE #4/0 AWG WELDING CABLE WITH SLEEVES ON EACH END DESIGNED FOR EXOTHERMIC WELDING. 4. GATEJUMPER SHALL BE INSTALLED SO THAT IT WILL NOT BE SUBJECTED TO DAMAGING STRAIN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. FENCE GROUNDING DETAIL IF APPLICABLE) L SCALE: NOT TO SCALE GROUND LEADS #6 AWG FOR COAX GROUNDS DIRECT BOLT MOUNTING BRACKETS (SUPPLIED WITH GROUND BAR) 1/4' THICK x 2'x 10' COPPER GROUND BAR (KOPR-SHIELD COATED). ANDREW PART No. MTC9674TS (OR APPROVED EQUAL) MOUNTED TO TOWER TOP, IN A NON -INSULATED MANNER. CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS #2 TINNED SOLID COPPER GROUND WIRE CONNECTED TO GROUND RING WITH EXOTHERMIC CONNECTION, TYP. CABLE TRAY GROUND JUMPER W/TWO HOLE LUG CONNECTORS AT EACH JOINT. #6 INSULATED GROUND _ LEADS FROM COAX GROUND KITS WITH TWO HOLE LONG BARREL COMPRESSION LUG MTC 976715- 15' MTC 976720 - 20' 3' FLEXIBLE CONDUIT 3' SCHED 40 PVCCONDUIT ATTACHED TO ICEBRIDGE POST WITH PIPE CLAMPS, TYP. GROUNDING VAULT 13'x24' W/LID AND LOCKING BOLTS, TYR MTC 97681324 RE: 2/G-2 ICEBRIDGE ELEVATION 3 SCALE: NOT TO SCALE 13'x24' GROUNDING VAULT WITH LID AND LOCK BOLTS (MTC 97681324) 3'SCHED 40 PVC CONDUIT CABLE TRAY GROUND JUMPER W/TWO HOLE LUG CONNECTOR AT TRAY AND CADWELD CONNECTION AT POST. 2' CONDUrri i FOR TELCO I a-CONvuIT FOR POWERi 00 COAX GROUNDING KITS TYPICAL (6) MTC 976715- 15' MTC 976720 - 20' EQUIPMENT CABINET SPECIFIC TO MARKET #2 TINNED SOLID COPPER STINGERS, QUANTITY DETERMINED BY CABINET CONFIGURATION SPECIFIC TO MARKET 00 3' FLEXIBLE CONDUIT TOP TOWER GROUND BAR DETAIL 4 5CBL , NOT TO SCALE GROUNDING VAULT 5 SCALE: NOT TO SCALE 6 COAX GROUNDING SCALE: NOTTO SCALE criclet communications, me 000 SPECIFICATION AS INSTRUMENTS OF SERVICE, NOTE: REVISED STANDARD TOWER CORPORATION AND THEIR USE AND PUBUCATION SHALL BE RESTRICTED TO THE ------Fj- 0 0 0 0 0 ® 0 ® ® ®® TO REQUIRE GROUND BAR PLACEMENT TO INCLUDE CAD WELD AND OR LUG CTION. FIELD AMERICAN MERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS AL Am mw 0-06056 ®® ®® 8505 FREEPORT PARKWAY SUITE 135 IRVING,TX 75063 VOR TWO HOLE LONG BARREL — COMPRESSION LUGS, TYP. #6 INSULATED GROUND WIRES EXTENDING DOWN FROM COAX 3"SCHED. 40 PVC LIT -052-B CUSTOMER SITE NAME: MARKET PLACE CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS GROUNDING KITS, TYP. (6) MTC 976715 - 15' TWO HOLE LONG BARREL MTC 976720 - 20' COMPRESSION LUGS TOP TOWER GROUND BAR DETAIL 4 5CBL , NOT TO SCALE GROUNDING VAULT 5 SCALE: NOT TO SCALE 6 COAX GROUNDING SCALE: NOTTO SCALE criclet communications, me THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBUCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BYANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRFREN PERMISLON FROM AMERICAN TOWER CORPORATION TIRE TOTHESE PLANS AND/OR SPECIFICATIONSSHALL REMAIN AMERICAN MERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS AL Am mw 8505 FREEPORT PARKWAY SUITE 135 IRVING,TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT -052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72 12-4088 :�gTA �Or L PR_ N EPG M * w k -78 STAMP HERE: DRAWN BY: PPI I CHECKED BY: SAE DATE DRAWN: 0 1-20-20 11 JO8 NO. 453234K4 SHEETTITLE: GROUNDING DETAILS SHEET NUMBER: REV. # G-2 0 IMPORTANT NOTE: THE CONTRACTOR MUST PROVIDE CLOSE-OUT DOCUMENTS AT THE FINAL INSPECTION WALK BEFORE PAYMENTS WILL BE MADE. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORfTY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FORM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) CRICKET'S REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR EMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECTAS DESCRIBED THEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. B. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC DURING CONSTRUCTION. UPON COMPLETION OF WORK THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FORM PLAIN SPOTS, DUST OR SMUDGES OF ANY KIND. 13. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT SECTIONS OF THE APPLICABLE BUILDING CODES AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 14. THE CONTRACTOR SHALL NOTIFY CRICKETS REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY CRICKET'S REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. 16. THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR ANTENNA AZIMUTH VERIFICATION (DURING ANTENNA INSTALLATION) PRIOR TO COORDINATING SITE SWEEPING. 17. THE CONTRACTOR SHALL SUBMIT, AT THE END OF THE PROJECT, A COMPLETE SET OF AS -BUILT DRAWINGS TO CRICKET'S PROJECT MANAGER. SITE WORK AND DRAINAGE EARTHWORK, EXCAVATION, AND GRADING PART I GENERAL 1.01 WORK INCLUDED: REFER TO SURVEY AND SITE PLAN FOR WORK INCLUDED. 1.02 RELATED WORK A. CONSTRUCTION OF EQUIPMENT FOUNDATIONS B. INSTALLATION OF ANTENNA SYSTEM 1.03 DESCRIPTIONS A ACCESS ROAD, TURNAROUND AREAS, AND SIRES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 1.04 QUALITY ASSURANCE A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS NEEDED) B. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS. 1.05 SEQUENCING A CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND CONSTRUCTION STAKING B.. GRUB THE COMPLETE ROAD AND SITE AREA PRIOR TO FOUNDATION CONSTRUCTION OR PLACEMENT OF BACKFILL OR SUB -BASE MATERIAL C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ALONG ACCESS DRIVE D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. E. APPLY SILT STERILIZER PRIOR TO PLACING BASE MATERIALS. F. IF REQUIRED, GRADE, SEED, FERTILIZE AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING THE SITE AND ACCESS ROAD TO BASE ELEVATION. WATER TO ENSURE GROWTH. G. REMOVE EXCESS GRAVEL FROM TEMPORARY CONSTRUCTION ZONE. H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE STONE SURFACES. 1.06 SUBMITTALS A. BEFORE CONSTRUCTION 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, SUBMIT TWO COPIES OF THE LANDSCAPING PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE IS INCLUDED IN THE CONTRACT, PROVIDE AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENT). 2. SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL 3. LANDSCAPING WARRANTY STATEMENT, IF REQUIRED. PART 2 PRODUCTS A. ROAD AND SITE MATERIALS; FILL MATERIAL SHALL BE ACCEPTABLE, SELECT FILL SHALL BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION STANDARD SPECIFICATIONS. B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE -EMERGENCE DESIGN. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI OR EQUAL- 50OXAT ACCESS ROAD AND SOAK AT COMPOUND. D. GRAVEL FILL; WELL GRADED, HARD, DURABLE, NATURAL SAND AND GRAVEL, FREE FROM ICE AND SNOW, ROOTS, SOD RUBBISH, AND OTHER DELETERIOUS OR ORGANIC MATTER. MATERIAL SHALL CONFORM TO THE FOLLOWING GRADATION REQUIREMENTS. N. IF A DITCH UES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH FOR 6'-0' ABOVE THE CULVERT ENTRANCE. O. SEED AND FERTILIZER SHAD- BE APPLIED TO SURFACE CONDITIONS WHICH WILL ENCOURAGE ROOTING. RAKEAREAS TO BE SEEDED TO EVEN THE SURFACE AND TO LOOSEN THE SOIL U. S. SIEVE NO. 95 PASSING BY WEIGHT P. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY 4' 100 RECOMMENDED BY THE SEED PRODUCER. 1/2' 50-85 REUSE, REPRODUCTION OR PUBLICATION BYANY #4 40-75 Q. IT IS THE CONTRACTOR'S RES PO NSIB ILITY TO ENSURE GROWTH #10 30{60 OF SEEDED AND LANDSCAPED AREAS BY WATERING UP TO THE POINT #40 10-30 OF RELEASE FROM THE CONTRACT. CONTINUE TO REWORK BARE #100 5-20 AREAS UNTIL COMPLETE COVERAGE IS OBTAINED. #200 0-8 (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT 052-B 3.04 FIELD QUALITY CONTROL GRAVEL FILL TO BE PLACED IN LIFTS OF 9' MAXIMUM THICKNESS AND COMPACTED TO 95 % DENSITY. 2.02 EQUIPMENT A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT, VIBRATORY OR RUBBER TIED ROLLERS WEIGHING AT LEAST FIVE TONS. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF 6' BELOW ORIGINAL GROUND LEVEL C. UNLESS OTHERWISE INSTRUCTED BY CRICKET COM. REMOVE TREES, BRUSH AND DEBRIS FROM THE PROPERTYTO AN AUTHORIZED DISPOSAL LOCATION. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL 3.03 INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BEAT THE SUB -BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD AS REQUIRED TO PRODUCE EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE SHALL CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FORM FINISHED GRADES OR SLOPES INDICATED. B. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE LIMITS OF CRICKET INC. LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT MANAGER. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION. D. DO NOT CREATE DEPRESSIONS WHERE WATER MAY POND E. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND COMPLETE SURFACE COURSE FOR ACCESS ROAD. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO PUBLIC THOROUGHFARE IS INCLUDED IN SCOPE OF WORK UNLESS OTHERWISE INDICATED. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN 3' MAXIMUM LIFTS AND COMPACT BEFORE PLACING NEXT LIFT. H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF 12' BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED AREAS, PARKING AREAS AND TO ALL OTHER SLOPES GREATER THAN 2:1. J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES AS INDICATED ON PLANS. K. RIPRAP ENTIRE DITCH FOR 6'-0' IN ALL DIRECTIONS AT CULVERT OPENINGS. L SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS AND DITCHES, DRAINAGE, SWALES, NOT OTHERWISE RIP -RAPPED. M. UNDER NO CIRCUMSTANCES SHALL DITCHES, SWALES OR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO SITE. IF OWNER DESIGNS OR IF DESIGN ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE THE OWNER IMMEDIATELY. A. COMPACTION SHALL BE 90 % MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 FOR SITE WORK AND 95 %MAXIMUM DENSITY UNDER SLAB AREAS. AREAS OF SETTLEMENT WILL BE EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE 3.05 PROTECTION A. PROTECT SEEDED AREAS FORM EROSION BY SPREADING STRAW TO A UNIFORM LOOSE DEPTH OF 1'-2'. STAKE AND TIE DOWN AS REQUIRED. USE OF EROSION CONTROL MESH OR MULCH NET SHALL BE AN ACCEPTABLE ALTERNATIVE. B. ALL TIRES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT SHALL BE WRAPPED, TIED WITH HOSE PROTECTED WIRE AND SECURED TO STAKES EXTENDING 2'-0' INTO THE GROUND ON FOUR SIDES OF THE TREE. C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION. STRAW BALES SHALL BE PLACED AT THE INLET APPROACH TO ALL NEW OR EXISTING CULVERTS. CHAIN LINK FENCE PART 1 - GENERAL 4.01 SEQUENCING A IF THE SITE AREA HAS BEEN BROUGHT UP TO SURFACE COURSE ELEVATION PRIOR TO FENCE CONSTRUCTION, FENCE POST EXCAVATION SPOILS MUST BE CONTROLLED TO PRECLUDE CONTAMINATION OF SAID SURFACE COURSE 4.02 APPLICABLE STANDARDS ASTM -A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED (GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES. ASTM -A123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS. ASTM -A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED) BY THE HOT -DIPPED PROCESS. FEDERAL SPECIFICATION RR -F -191 -FENCING, WIRE AND POST METAL (AND GATES, CHAIN LINK FENCE FABRIC AND ACCESSORIES). PART 2 - PRODUCTS 4.03 FENCE MATERIALS A. ALL FABRIC WIRE, RAILS, POLES, HARDWARE AND OTHER STEEL MATERIALS SHALL BE HOT -DIPPED GALVANIZED. B. FABRIC SHALL BE 8'-0' HIGH X 2' CHAIN LINK MESH OF NO. 9 GAUGE (0. 148) WIRE. THE FABRIC SHALL HAVE A TWISTED AND BARBED FINISH FOR THE TOP EDGES AND A KNUCKLED FINISH FOR THE BOTTOM EDGES, FABRIC SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A-392 CLASS 1. C. BARBED WIRE SHALL BE DOUBLE -STRAND, 12 GAUGE TWISTED WIRE, WITH 14 GAUGE 4 POINT ROUND BARBS SPACED AT 5'0.C. D. ALL POSTS SHALL BE SCHEDULE 20 -GALVANIZED STEEL PIPE AND SHALL BE TYPE 1 ASTM A-123 AND OF THE FOLLOWING DIAMETER (OD PER FENCE INDUSTRY STANDARDS). LINE. 23/8' CORNER 3' GATE 3" E'EXTEND GATE AND CORNER POSTS 12', INCLUDING DOME CAP, TO PROVIDE FOR ATTACHMENT OF BARBED WIRE. F. ALL TOP AND BRACED RAIL SHALL BE 1 5/8' DIAMETER SCHEDULE - 20 MECHANICAL - SERVICE PIPE. FRAMES SHALL HAVE WELDED CORNERS. crit et COMMUnk8tiOn5, INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BYANY METHOD, IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TIRE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS A& AM 710MIrt' SMUR&d 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972) 999-8900 Tel. (972) 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT 052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 72212A088 00FSfATE 4 i T'i L { ". A. x x # s r 4 o` F'4 STAMP HERE: DRAWN BY: PP CHECKED BY: SAE DATE DRAWN: 01-20-2011 JOB NO: 4532341<4 SHEETTITLE: GENERAL NOTES 1 SHEET NUMBER: REV. # GN -1 0 G. GATE FRAMES SHALL HAVE A FULL -HEIGHT VERTICAL BRACE AND A FULL -WIDTH HORIZONTAL BRACE, SECURED IN PLACE BY USE OF GATE BRACE CLAMPS. H. GATE HINGES SHALL BE MERCHANTS METAL MODEL 64386 HINGE ADAPTER WITH MODEL 6409, 188 DEGREE ATTACHMENT, OR EQUAL I. THE GUIDE (LATCH ASSEMBLY( SHALL BE TAMPER PROOF. J. LATCHES, STOPS, AND KEEPERS SHALL BE PROVIDED FOR ALL GATES. K. ALL STOPS SHALL HAVE A FULL -HEIGHT PLUNGER BAR WITH DOME CAP. L. DOUBLE GATES SHALL HAVE A FULL -HEIGHT PLUNGER BAR WITH DOME CAP. M. A NO. 7 GAUGE ZINC COATED TENSION WIRE SHALL BE USED AT THE BOTTOM OF THE FABRIC, TERMINATED WITH BAND CUPS AT CORNER AND GATE POSTS. N. A 6" X 1/2" EYE -BOLT TO HOLD TENSION WIRE WILL BE PLACED AT LINE POSTS. O. STRETCHER BARS SHALL BE 3/16- X 3/4" OR HAVE EQUIVALENT CROSS SECTIONAL AREA P. ALL CORNER, GATE AND END PANELS SHALL HAVE A 3/8 - TRUSS ROD WITH TURNBUCKLES AND BE BRACED WITH ONE 1 -5/8 - HORIZONTAL COMPRESSION MEMBER, SECURELY ATTACHED WITH IRON FITTINGS. R. PROVIDE OTHER HARDWARE INCLUDING BUT NOT LIMITED TO TIE CUPS, BAND CLIPS AND TENSION BAND CUPS. S. BARBED WIRE GATE GUARDS SHALL BE FITTED WITH DOME CAPS. T. BARBED WIRE SUPPORT ARMS SHALL BE CAST IRON WITH SET BOLT AND LOCK WIRE IN THE ARM. U. ALL CAPS SHALL BE CAST STEEL V. INSTALL REDWOOD SLATTING IN BETWEEN ALL FABRIC WIRE - FULL HT. PART 3 - EXECUTION 4.04 EQUIPMENT: EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT 4.05 INSPECTION: EXCAVATE POST HOLES PER CONSTRUCTION DOCUMENT CONFIRM PROPER DEPTH AND DIAMETER OF POST HOLE EXCAVATIONS. 4.06 INSTALLATION A. POST FOUNDATIONS SHALL HAVE A MINIMUM 6' CONCRETE COVER UNDER POST. B. ALL FENCE POSTS SHALL BE VERTICALLY PLUMB WITHIN 1/4" IN 8'-0". C. AT CORNER POSTS, GATEPOST AND SIDES OF GATE FRAME, FABRIC SHALL BE ATTACHED WITH STRETCHER AND TENSION BAND -CLIPS AT V-3' INTERVALS. D. AT LINE POSTS, FABRIC SHALL BE ATTACHED WITH BAND -CLIPS AT F-3' INTERVALS. E ATTACH FABRIC TO BRACE RAILS, TENSION WIRE AND TRUSS RODS WITH TIE CLIPS AT 2'-0' INTERVALS. F. A MAXIMUM GAP OF 1' WILL BE PERMITTED BETWEEN THE CHAIN LINK FABRIC AND THE FINAL GRADE. G. GATES SHALL BE INSTALLED SO LOCKS ARE ACCESSIBLE FROM BOTH SIDES. H. GATE HINGE BOLTS SHALL HAVE THEIR THREADS PEENED OR WELDED TO PREVENT UNAUTHORIZED REMOVAL 4.07 PROTECTION: UPON COMPLETION OF ERECTION, INSPECT FENCE MATERIAL AND PAINT FIELD CUTS OR GALVANIZING BREAKS WITH ZINC -BASED PAINT COLOR TO MATCH THE GALVANIZING PROCESS. CONCRETE CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.01 DESCRIPTION WORK INCLUDES CONSTRUCTION OF CAST -IN-PLACE CONCRETE FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING READY -MIX CONCRETE, REINFORCING, FORMWORK AND ACCESSORY MATERIALS AS SHOWN ON THE DRAWINGS. CAST -IN-PLACE CONCRETE INCLUDES ALL SITE CONCRETE, INCLUDING FOUNDATIONS, SLABS ON GRADE, EQUIPMENT PADS, AND GUARDPOST FOUNDATIONS. 1.02 RELATED WORK A. COORDINATE UNDER SLAB CONDUITS. B. COORDINATE WITH GROUNDING. 1.03 APPLICABLE STANDARDS A. ACI -301 -SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS. B. ACI 347 - GUIDE TO FORMWORK FOR CONCRETE. C. ASTM C33 - CONCRETE AGGREGATES. D. ASTM C94 - READY -MIXED CONCRETE. E. ASTM C150 -PORTLAND CEMENT. F. ASTM C260 -AIR -ENTRAINING ADMIXTURES FOR CONCRETE. G. ASTM C309 - LIQUID MEMBRANE FORMING COMPOUNDS FORMING COMPOUNDS FOR CURING CONCRETE. H. ASTM C494 -CHEMICAL ADMIXTURES FOR CONCRETE. I. ASTM A615 -STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. J. ASTM A185 -STEEL WELDED WIRE FABRIC FOR CONCRETE REINFORCEMENT. 1.04 QUALITY ASSURANCE CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER. 1.05 TESTS CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE ENGINEER AS THE WORK PROGRESSES. FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANYWAY PREVENT LATER MATERIAL REJECTION WHEN SUCH DEFECT IS DISCOVERED NOR SHALL IT OBLIGATE THE ENGINEER FOR FINAL ACCEPTANCE. A. FIVE CONCRETE TEST CYLINDERS SHALL BETAKEN OF THE TOWER AND PIER FOUNDATION. TWO SHALL BE TESTED @ THREE DAYS, TWO @ TWENTY-EIGHT DAYS. THE FIFTH CYLINDER SHALL BE KEPT SEPARATELY. IF REQUIRED TO BE USED IN THE FUTURE. B. ONE ADDITIONAL TEST CYLINDER SHALL BETAKEN DURING COLD WEATHER AND CURED ON SITE UNDER SAME CONDITIONS AS CONCRETE IT REPRESENTS. C. ONE SLUMP TEST SHALL BETAKEN FOR EACH SET OF TEST CYLINDERS TAKEN. PART 2 - PRODUCT 2.01 CONCRETE MATERIALS CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT, WATER, FINE AND COARSE AGGREGATES, AND ADMIXTURES AS SPECIFIED BELOW. ALL WELL MIXED AND BROUGHT TO PROPER CONSISTENCY. A. CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR, LOW ALKAU PORTLAND CEMENT CONFORMING TO ASTM C750. B. FINE AND COARSE AGGREGATES: AGGREGATES FOR USE IN CONCRETE SHALL COMPLY WITH ASTM C33. C. WATER: WATER FOR MIXING AND CURING CONCRETE SHALL BE FREE FROM SEWAGE, OIL, ACID, ALKALI, AND SLATS AND SHALL BE FREE FORM OBJECTIONABLE QUANTITIES OF SILT, AND OTHER DELETERIOUS SUBSTANCES. 2.02 ADMIXTURES A. AIR ENTRAINMENT: AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C280. THE ADMIXTURE SHALL BE ADDED AS PART OF THE COMPUTED MIXING WATER REQUIREMENTS. AGENTS PREPARED IN SOLUTION SHALL BE MAINTAINED AT A UNIFORM STRENGTH AND SHALL BE BATCH BY MEANS OF RELIABLE MECHANICAL DISPENSERS. B. CHEMICAL ADMIXTURES: ASTM 494, TYPE A -WATER REDUCING AND RETARDING. 2.03 CURING COMPOUND: ASTM C309, TYPE 1, CLASS B; TRANSLUCENT. 2.04 ACCESSORIES A. NONSHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NONMETALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS; CAPABLE OF DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI IN 28 DAYS. B. JOINT FILLERS BITUMINOUS TYPE, ASTM D1751 OR NON -BITUMINOUS TYPE, ASTM D1752. C. ANCHOR BOLTS: ASTM A307. UNPRIMED. 2.05 CONCRETE MIX A. CONCRETE SHALL BE PROPORTIONED FOR WORKABILITY, MAXIMUM DENSITY, STRENGTH, AND DURABILITY REQUIREMENTS IN ACCORDANCE WITH ACI 301, THE 28 -DAY DESIGN COMPRESSIVE STRENGTH OF CONCRETE SHALL BE AS SPECIFIED ON THE DRAWINGS. CONCRETE FURNISHED MAY BE A COMMERCIAL READY -MIX PROVIDED THAT DELIVERY TO THE PLACING LOCATION IS SATISFACTORILY ESTABLISHED AS OCCURRING NOT LATER THAN 45 MINUTES AFTER ADDITION OF WATER TO THE MIX. SLUMP OF DELIVERED CONCRETE SHALL NOT EXCEED 5'. B. THE FOLLOWING STRENGTHS SHALL BE USED: 1. FENCE POSTS FOUNDATIONS -DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 2,000 PSI. 2. EQUIPMENT FOUNDATIONS -DESIGN COMPRESS NE STRENGTH AT 28 DAYS OF 4,000 PSI. 3. ALL OTHER CONCRETE NOT SPECIFIED -DESIGN COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. 4. CONCRETE SPECIFICATION FOR MONOPOLE OR TOWER FOUNDATION SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS. C. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN APPROVED BY THE ENGINEER. USE OF ADMIXTURES WILL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. D. USE SET -RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN APPROVED BY THE ENGINEER E. ADD AIR ENTRAINING AGENT TO CONCRETE MIX FOR CONCRETE WORK SUBJECT TO OR EXPOSED TO EXTERIOR. PART 3 - EXECUTION 3.01 INSPECTION THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, PENETRATIONS, PLATES, REINFORCEMENT, AND OTHER ITEMS TO BE CAST INTO CONCRETE ARE ACCURATELY PLACED, HELD SECURELY, AND SHALL NOT CAUSE HARDSHIP IN PLACING CONCRETE. 3.02 PREPARATION A. THE CONTRACTOR SHALL PREPARE PREVIOUSLY PLACED CONCRETE BY CLEANING WITH STEEL BRUSH AND APPLYING BONDING AGENT. APPLY BONDING AGENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3.03 PLACING CONCRETE A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT. UNLESS INSPECTION IS WANED IN EACH CASE, PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE ENGINEER. CONCRETE SHALL NOT BE PLACED UNTIL ALL FORMWORK, EMBEDDED PARTS, STEEL REINFORCEMENT, FOUNDATION SURFACES, AND JOINTS INVOLVED IN THE PLACING HAVE BEEN APPROVED, AND UNTIL FACILITIES ACCEPTABLE TO THE CRICKET REPRESENTATIVE HAVE BEEN PROVIDED AND MADE READY FOR ACCOMPLISHMENT OF THE WORK AS SPECIFIED. CONCRETE MAY NOT BE ORDERED FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND CRICKET HAS PERFORMED A FINAL INSPECTION AND GIVEN APPROVAL TO START PLACEMENT TESTING. B. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301. C. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, INSERTS, EMBEDDED PARTS, FORMED JOINTS, AND VAPOR BARRIERS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. 3.04 SURFACE FINISHES A. SURFACES AGAINST WHICH BACKFILL OR CONCRETE SHALL BE PLACED REQUIRE NO TREATMENT EXCEPT REPAIR OF DEFECTIVE AREAS. B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT UNIFORM FINISH PROVIDED BY THE REMOVAL OF FINS AND THE FILLING OF HOLES AND OTHER IRREGULARITIES WITH DRY PACK GROUT, OR BY SACKING WITH UTILITY OR ORDINARY GROUT. C. SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE PERMANENTLY EXPOSE TO THE WEATHER SHALL BE SLOPED FOR DRAINAGE. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A HORIZONTAL SURFACE OF SURFACES, SUCH AS STAIR THREADS, WALLS, CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY 1/4 FT. D. SURFACES THAT WILL BE COVERED BY BACKFILL OR CONCRETE SHALL BE SMOOTH SCREENED. E. EXPOSED SLAB SURFACES SHALL BE CONSOLIDATED, SCREENED, FLOATED, AND STEEL TROWELED. HAND OR POWER -DRIVEN EQUIPMENT MAY BE USED FOR FLOATING SHALL BE STARTED AS SOON AS THE SCREENED SURFACE HAS ATTAINED A STIFFNESS TO PERMIT FINISHING OPERATIONS. FLOATING SHALL BE CONTINUED THE MINIMUM TIME REQUIRED TO PRODUCE A SURFACE UNIFORM IN TEXTURE AND FREE FROM SCREENED MARKS OR OTHER IMPERFECTIONS THE FINAL FINISH SHALL BE PRODUCED BY USE OF STEEL -BLADED FINISHING TROWELS. STEEL TRO WUNG SHALL COMMENCE ONLY AFTER THE SURFACES TO BE FINISHED HAVE BEEN BROUGHT TO CORRECT ELEVATION AND ALL SURFACE IMPERFECTIONS CORRECTED, AND SHALL BE CONTINUED ONLY UNTIL THE SURFACE IS SMOOTH AND UNIFORM IN TEXTURE AND APPEARANCE IF FREE WATER IS BROUGHT TO THE SURFACE DURING THE FINISHING OPERATIONS, IT SHALL BE REMOVED BY SPONGING. FINISHING SHALL BE TIMED AND PERFORMED SO THAT EXTRA WATER NEED NOT BE APPLIED TO THE SURFACE BEING TROWELED. 3.05 PATCHING THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY UPON REMOVAL OF THE FORMS TO OBSERVE CONCRETE SURFACE CONDITIONS IMPERFECTIONS SHALL BE PATCHED ACCORDING TO THE ENGINEER'S DIRECTION 3.06 DEFECTIVE CONCRETE THE CONTRACTOR SHALL NOTIFY OR REPLACE CONCRETE NOT CONFORMING TO REQUIRED LEVELS AND LINES, DETAILS, AND ELEVATIONS AS SPECIFIED IN ACI 301. 3.07 PROTECTION A IMMEDIATELY AFTER PLACEMENT. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM PREMATURE DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY. FINISHED WORK SHALL BE PROTECTED. B. CONCRETE SHALL BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF CONCRETE. C. ALL CONCRETE SHALL BE WATER CURED BY CONTINUOUS (NOT PERIODIC) FINE MIST SPRAYING OR SPRINKLING ALL EXPOSED SURFACES. WATER SHALL BE CLEAN AND FREE FROM ACID, ALKALI, SLATS, OIL, SEDIMENT, OR ORGANIC MATTER. SUCCESSFUL CURING SHALL BE ASSURED BY USE OF AN AMPLE WATER SUPPLY UNDER PRESSURE IN PIPES, WITH ALL NECESSARY APPLIANCES OF HOSE, SPRINKLERS, AND SPRAYING DEVICES. METALS PART 1 -GENERAL 1.01 WORK INCLUDED A. THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL MATERIALS TO BE FURNISHED, AND WITHOUT LIMITING THE GENERALITY THEREOF, INCLUDES ALL EQUIPMENT, LABOR AND SERVICES REQUIRED FOR ALL STRUCTURAL STEEL WORK INCLUDING ALL ITEMS INCIDENTAL THERETO AS SPECIFIED HEREIN AND AS SHOWN ON THE DRAWINGS. INCLUDING: 1. STEEL FRAMING INCLUDING BEAMS, ANGLES, CHANNELS AND PLATES. 2. WELDING AND BOLTING OF ATTACHMENTS 1.02 REFERENCE STANDARDS A. THE WORK SHALL CONFORM TO THE CODES AND STANDARDS OF THE FOLLOWING AGENCIES AS FURTHER SIGHTED HEREIN: 1. ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, 196 RACE STREET, PHILADELPHIA, PA 19103, USA AS PUBLISHED IN 'COMPILATION OF ASTM STANDARDS IN BUILDING CODES'. 2. AWS: AMERICAN WELDING SOCIETY INC., 2501 NW 7TH STREET, MIAMI, FL 33125 USA AS PUBLISHED IN "CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES": 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.' crit et communications, INC THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INS FRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER CORPORATION AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED REUSE REPRODUCTION OR PUBLICATION BYANY METHOD, IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN TOWER CORPORATION TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS A& AI>:AI17L7Yr1■t' e40wzp@TQM&d 8505 FREEPORT PARKWAY SUITE 135 IRVING, TX 75063 (972( 999-8900 Tel. X972( 999-8940 Fax NYSE AMT CUSTOMER SITE NUMBER: LIT -052-B CUSTOMER SITE NAME: MARKET PLACE ATC SITE NUMBER: 98227 SITE ADDRESS: 1515 MARKET ST. LITTLE ROCK, AR 7 f12-4088 'prp� C 00f% SA $R�L+l77��i.�� i�7L''��J}}A1 ENGINEER a ftyy�1 STAMP HERE: DRAWN HY: P CHECKED BN SAE DATE DRAWN: 01-20-201 I JOB NO: 453234K4 SHEETTRLE: GENERAL NOTES 2 SHEET NUMBER: REV. # GN -2 0 PART 2 - PRODUCTS 2.01 MATERIALS A. STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A36 AND A50 FOR STRUCTURAL STEEL 2.02 WELDING A. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. CERTIFICATION DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEER'S AND/OR OWNER'S REVIEW IF REQUESTED. B. WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL CONFORM TO ASTM 1-233, E70 SERIES BARE ELECTRODES AND GRANULAR FLUX USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO AISC SPECIFICATIONS. C. FIELD WELDING SHALL BE DONE AS PER AWSD 1.1 REQUIREMENTS VISUAL INSPECTION IS ACCEPTABLE. D. STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DISCHARGE (CD) WELDING TECHNIQUE USING MIDWEST FASTENERS, INC. CD100 CAPACITOR DISCHARGE STUD WELDER OR EQUAL 2.2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN ON DRAWINGS OR AS RECOMMENDED BY THE MANUFACTURER FOR STRUCTURAL LOADINGS REQUIRED. 2.3 FOLLOW MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS TO PROPERLY SELECT AND INSTALL STUD WELDS. 2.03 BOLTING A. BOLTS SHALL BE 3/4- (MINIMUM) CONFORMING TO ASTM A325, HOT DIP GALVANIZED OR ASTM A 153, NUTS SHALL BE HEAVY HEX TYPE. B. ALL BOLTS SHALL BE INSTALLED IN SLIP CRITICAL CONNECTIONS CONFORMING TO AISC METHOD, CONFORMING TO THE 1/4 TURN METHOD. 2.04 FABRICATION A. FABRICATION OF STEEL SHALL CONFORM TO THE AISC AND AWS STANDARDS AND CODES. 2.05 FINISH A. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A 123. 2.06 PROTECTION A. UPON COMPLETION OF ERECTION INSPECT ALL GALVANIZED STEEL AND PAINT ANY FIELD CUTS, WELDS, OR GALVANIZED BREAKS WITH ZINC BASED PAINT. COLOR TO MATCH THE GALVANIZING PROCESS. 3.01 ERECTION OF STEEL A. PROVIDE ALL ERECTION EQUIPMENT, BRACING, PLANKING, FIELD BOLTS, NUTS, WASHERS, DRIFT PINS, AND SIMILAR MATERIALS WHICH DO NOT FORM A PART OF THE COMPLETED CONSTRUCTION, BUT ARE NECESSARY FOR ITS PROPER ERECTION. B. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC REFERENCE STANDARDS. ALL WORK SHALL BE ACCURATELY SET TO ESTABLISHED ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING. C. TEMPORARY BRACING, GUYING, AND SUPPORT SHALL BE PROVIDED TO KEEP THE STRUCTURE SET AND ALIGNED AT ALL TIMES DURING CONSTRUCTION, AND TO PREVENT DANGER TO PERSONS AND PROPERTY. CHECK ALL TEMPORARY LOADS AND STAY WITHIN SAFE CAPACITY OF ALL BUILDING COMPONENTS. SPECIAL CONSTRUCTION ANTENNA INSTALLATION PART 1 -GENERAL 1.01 WORK INCLUDED E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TEST UNDER ANRIfSU ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER (FDR) TEST RESULTS TO THE PROJECT MANAGER. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F. INSTALL COAXIAL CABLES AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: 1. ALL EXTERIOR #6 GREEN GROUND WIRE DAISY CHAIN CONNECTIONS ARE TO BE WEATHER SEALED WITH ANDREWS CONNECTOR/SPLICE WEATHERPROOFING KIT TYPE 3221213 OR EQUIVALENT. 2. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAXIAL CABLE (NOT WITHIN BENDS). 1.02 RELATED WORK FURNISH THE FOLLOWING WORK AS SPECIFIED UNDER CONSTRUCTION DOCUMENTS, BUT COORDINATE WITH OTHER TRADES PRIOR TO BID: 1. FLASHING OF OPENING INTO OUTSIDE WALLS. 2. SEALING AND CAULKING ALL OPENINGS. 3. PAINTING. 4. CUTTING AND PATCHING. 1.03 REQUIREMENTS OF REGULATOR AGENCIES A. FURNISH U.L LISTED EQUIPMENT WHERE SUCH LABEL IS AVAILABLE. INSTALL IN CONFORMANCE WITH U.L STANDARDS WHERE APPLICABLE. B. INSTALL ANTENNA, ANTENNA CABLES, GROUNDING SYSTEM IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS IN EFFECT AT PROJECT LOCATION AND RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES HAVING JURISDICTION OVER SPECIFIC PORTIONS OF WORK THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. EIA- ELECTRONIC INDUSTRIES ASSOCIATION RS -22. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. 2. FAA -FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7480 -IH, CONSTRUCTION MARKING AND LIGHTING. 3. FCC- FEDERAL COMMUNICATION COMMISSION RULES AND REGULATIONS FORM 715, OBSTRUCTION MARKING AND LIGHTING SPECIFICATION FOR ANTENNA STRUCTURES 4. AISC -AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOR STRUCTURAL JOINTS USING ASTM 1325 OR A490 BOLTS. 5. NEC- NATIONAL ELECTRIC CODE -ON TOWER LIGHTING KITS. 6. UL -UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS. 7. IN ALL CASES, PART 77 OF THE FAA RULES AND PARTS 17 AND 22 OF THE FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY OTHER STANDARDS OR SPECIFICATIONS. 8. LIFE SAFETY CODE NFPA, LATEST EDITION. ELECTRICAL SPECIFICATIONS GENERAL PROPERTIES A. ANTENNAS AND COAXIAL CABLES ARE FURNISHED BY CRICKET A. REQUIREMENTS: FURNISH ALL LABOR, MATERIALS, SERVICE, UNDER SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST EQUIPMENT, AND APPLIANCES REQUIRED TO COMPLETE THE ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM IN ACCORDANCE SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE WITH THE SPECIFICATIONS AND CONTRACT DRAWINGS. FOR THE PROPERTY. B. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND CRICKET COM. SPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDEAS INDICATED ON DRAWINGS. B. REQUIREMENTS OF REGULATORY AGENCIES AND STANDARDS: INSTALLATION, MATERIAL EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE (NEC) -APPLICABLE STATE ELECTRIC CODES, THE NATIONAL ELECTRICAL SAFETY CODES (NESC), AND THE TERMS AND THE CONDITIONS OF THE AUTHORITIES HAVING LAWFUL JURISDICTION PERTAINING TO THE WORK REQUIRED. ALL MODIFICATIONS REQUIRED BY THESE CODES, RULES, REGULATIONS, AND AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGE TO THE UNDERWRITER'S LABORATORIES (UL): ALL MATERIALS, APPLIANCES, OR DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS OF UNDERWRITER'S LABORATORIES, INC. THE LABEL OF, OR LISTING BY: U.L IS REQUIRED. C MATERIALS: ALL SIMILAR MATERIALS AND EQUIPMENT SHALL BE THE PRODUCT OF THE SAME MANUFACTURER WHERE NO SPECIFIC MATERIAL APPARATUS OR APPLIANCE IS MENTIONED. MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE OWNER. MATERIAL AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S REGULARLY ENGAGED IN THE PRODUCTIONS OF SUCH MATERIAL AND SHALL BE THE MANUFACTURER'S CURRENT IN STANDARD AND DESIGN. D. EXECUTION: FABRICATION, ERECTION, AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL PROCEED IN AN ORDERLY MANNER SO AS NOT TO HOLD UP PROGRESS OF THE PROJECT. E. PERFORMANCE TESTS: THOROUGHLY TEST FEEDERS, EQUIPMENT AND ALL CIRCUITS FOR PROPER OPERATING CONDITION AND FREEDOM FROM GROUNDS AND SHORT CIRCUITS BEFORE ACCEPTANCE IS REQUESTED. ALL EQUIPMENT, APPLIANCES, AND DEVICES SHALL BE OPERATED UNDER LOAD CONDITIONS. F. AS -BUILT DRAWINGS: DURING PROCESS OF THE WORK MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEM, LOCATING EACH CIRCUIT PRECISELY BY DIMENSION. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLUE LINE PRINTS OF THE ORIGINAL DRAWINGS. RACEWAYS, BOXES, AND FITTINGS A. CONDUITS, ELECTRICAL METALLIC TUBING (MET): MILD STEEL ZINC COATED ON THE OUTSIDE AND EITHER ZINC COATED OR COATED WITH AN APPROVED CORROSION RESISTANT COATING ON THE INSIDE MAXIMUM, SIZE 2 ELECTRICAL TRADE SIZE UNLESS NOTED ON THE DRAWINGS OR SPECIFICALLY APPROVED FOR EQUIPMENT CONNECTIONS. SIZES NOT NOTED ON DRAWINGS SHALL BE AS REQUIRED BY NEC. B. CONDUIT FITTINGS: CONNECTORS AND COUPUNGS: EMT COUPLINGS AND CONNECTORS EITHER STEEL OR MALLEABLE IRON ONLY. CONCRETE TIGHT OR RAIN TIGHT AND EITHER THE GLAND AND RING COMPRESSION TYPE OR THE STAINLESS STEEL MULTIPLE LOCKING TYPE, CONNECTORS TO HAVE INSULATED THROATS, EMT FITTINGS USING SET SCREWS OR INDENTATIONS AS A MEANS OF ATTACHMENT ARE NOT TO BE PERMITTED. BUSHINGS: INSULATED TYPE, DESIGNED TO PREVENT ABRASION OF WIRES WITHOUT IMPAIRING THE CONTINUITY OF THE CONDUIT, IMC AND RIGID ALUMINUM CONDUfF. C. CONDUIT INSTALLATIONS: CONDUITS SYSTEMS, EMT, OR RIGID NONMETALLIC CONDUIT UNLESS NOTED. CONDUIT INSTALLATION: INSTALL CONCEALED CONDUITAND EMT IN AS DIRECT LINES AS POSSIBLE. INSTALL EXPOSED CONDUITS AND EMT PARALLEL TO OR AT RIGHT ANGLES TO THE LINES OF THE BUILDING. RIGHT ANGLE BENDS IN EXPOSED CONDUIT AND EMT RUNS SHALL BE MADE WITH STANDARD ELBOWS, SCREW JOINTED CONDUIT FITTINGS OR CONDUIT BENT TO RADIUS NO LESS THAN THOSE OF STANDARD ELBOWS. D. CONDUIT SUPPORTS: PROVIDE SUPPORTS FOR HORIZONTAL CONDUITS AND EMT NOT MORE THAN 8 FEET APART WITH NOT LESS THAN TWO ELBOW OR BEND INCLUDING RUNS ABOVE SUSPENDED CEILINGS AND WITHIN 3 FEET OF ALLJUNCTION BOXES, SWITCHES, FITTINGS, ETC. INSTALL ONE HOLD PIPE STRAPS ON CONDUITS 1 INCH OR SMALLER INSTALL INDIVIDUAL PIPE HANGERS FOR CONDUITS LARGER THAN 1 INCH. SPRING STEEL FASTENERS WITH HANGER RODS MAY BE USED IN DRY LOCATIONS IN LIEU OF PIPE STRAPS. CONDUCTORS A WIRES AND CABLES (600 VOLTS: CONFORM TO THE APPLICABLE UL AND IPCEA STANDARDS FOR THE USE INTENDED. COPPER CONDUCTORS WITH 600 VOLTS INSULATION UNLESS OTHERWISE SPECIFIED OR NOTED ON THE DRAWINGS. STRANDED CONDUCTORS FOR NO. 8 OR LARGER WHERE ELSEWHERE SPECIFIED OR NOTED ON THE DRAWINGS. USE OF ALUMINUM CONDUCTORS WILL NOT BE PERMITTED. INSULATION SHALL BE TYPE THHN/THWN INSULATION 75"C FOR ALL CONDUCTORS, OTHERWISE SPECIFIED CONDUCTORS COLOR -CODED IN ACCORDANCE WITH NEC. CONNECT ALL CONDUCTORS OF THE SAME PHASE CONDUCTOR, COLOR CODING SHALL BE A -BLACK S -RED, N -WHITE, WITH GREEN FOR ALL GROUND CONDUCTORS B. CONNECTORS AND LUGS: FOR COPPER CONDUCTORS NO. 6 AND ., �, C SMALLER: 3M SCOTCH LOK OR T & B STA-KON COMPRESSION OR L L INDENT TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATING COIDIDuniCetlO.....INC CAPS, FOR COPPER CONDUCTORS LARGER THAN NO. 6 SOLDERLESS, f�L� INDENT HEXSCREW OR BOLT TYPE PRESSURE CONDUCTORS, PROPERLY TAPED OR INSULATED. 8505 FREEPORT PARKWAY C. SPLICES: 480 VOLTS AND UNDER): CONDUCTOR LENGTHS SHALL ( ) CCOMPANYING THESE DRAWINGS AND/OR OF SPECIFICATIONAS INSTRUMENTSD/ORTHOF SERVICE BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT ARE THE EXCLUSIVE PRO PERTYOFAMERICAN SPLICES UNLESS APPROVED BY THE B UILDING INSPECTOR. TOWER SHAH. BE RESTRICTED TOTTHHE SHALL BE INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION ORIGINAL SITE FOR WHICH THEY ARE PREPARED SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). REUSE, REPRODUCTION OR PUBUCATION BYANY CIRCUIT BREAKERS METHOD, IN WHOLE OR IN PART. IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM AMERICAN A. PROVIDE MOLDED CASE, BOLT -ON, THERMAL MAGNETIC TRIP, SINGLE, TOWERCORPORATION TITLE TOTHESE TWO, OR THREE POLE BRANCH CIRCUIT BREAKERS AS SHOWN ON PLANS AND/OR SPECIFICATIONS SHALL REMAIN WITH AMERICAN TOWER CORPORATION WITHOUT DRAWINGS. MULTIPLE POLE BREAKERS SHALL BE SINGLE HANDLE, PREJUDICE AND VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE COMMON TRIP, A/C RATING TO MATCH EXISTINGORAS REQUIRED FOR OF ACCEPTANCE OF THESE RESTRICTIONS AVAILABLE FAULT CURRENTS. A GROUNDING ff A. ALL ELECTRICAL AND GROUNDING AT THE CELL SITE SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780 (LATEST EDITION), AND f�L� MANUFACTURER. B. IF THE AC PANEL IN THE POWER CABINET IS WIRED AS SERVICE 8505 FREEPORT PARKWAY ENTRANCE, THE AC SERVICE GROUND CONDUCTOR SHALL BE SUITE 135 CONNECTED TO GROUND ELECTRODE SYSTEM. WHEN THE AC PANEL IN IRVING, TX 75063 THE POWER CABINET IS CONSIDERED A SUB -PANEL THE GROUND WIRE (972) 999-8900 Tel. (972) 999-3940 Fax SHALL BE INSTALLED IN THE AC POWER CONDUIT. THE INSTALLATION NYSE AMT SHALL BE PER LOCAL AND NATIONAL ELECTRIC CODE (NFPA-70). C. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CUSTOMER SITE NUMBER: CONNECTION WHERE PRACTICAL OTHERWISE, THE CONNECTION SHALL LIT 5 Z B BE MADE USING COMPRESSION TYPE -2 HOLES. LONG BARREL LUGS -0 OR DOUBLE CRIMP CLAMP'C' CLAMP. THE COPPER CABLES SHALL BE COATED WITH ANTIOXIDANT (COPPER SHIELD) BEFORE MAKING THE CRIMP CONNECTIONS. THE MANUFACTURER'S TORQUING CUSTOMER SITE NAME: RECOMMENDATIONS ON THE BOLTASSEM BLY TO SECURE CONNECTIONS ARE TO BE FOLLOWED. MARKET D. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND P L/ \ C E BOTTOM OF THE VERTICAL RUN FOR LIGHTING PROTECTION. THE ANTENNA CABLE SHIELD SHALL BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL RUN JUST BEFORE IT ATC SITE NUMBER: BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE O 7 ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING v L THE CELL CABINET. ANYANTENNA CABLES OVER 200 FEET IN LENGTH SHALL ALSO BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID -POINT. SITE ADDRESS: 6. ALL GROUNDING CONDUCTORS INSIDE THE BUILDING SHALL BE 1515MARKET RUN IN CONDUIT RACEWAY SYSTEM, AND SHALL BE INSTALLED AS LITTLE ROCK, AR 72f2-4088 STRAIGHT AS PRACTICAL WITH MINOR BENDS TO AVOID OBSTRUCTIONS THE MINIMUM BENDING RADIUS OF ANY #2 GROUNDING CONDUCTOR IS 8'. PVC RACEWAY MAY BE FLEXIBLE OR RIGID PER THE FIELD CONDITIONS. GROUNDING CONDUCTORS SHALL NOT MAKE CONTACT WITH ANY METALLIC CONDUITS, SURFACES, OR EQUIPMENT. AR 7. PROVIDE PVC SLEEVES WHERE GROUNDING CONDUCTORS PASS THROUGH THE BUILDING WALLS AND/OR CEILINGS. ED B. INSTALL GROUND BUSHINGS ON ALL METALLIC CONDUITS AND} 0 S 1( Y ` N BOND TO THE EQUIPMENT GROUND BUS IN THE PANELBOARD. ENGINEER 9. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND OTHER t * t METAWC COMPONENTS WffH #2 GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. -4 o. � �� C/}t CONNECTION DETAILS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS}y FOR GROUNDING. $ t„ 10. GROUND COAXIAL SHIELD AT BOTH ENDS USING STAMP HERE: MANUFACTURER'S GUIDELINES. DRAWN 9Y.' PP CHECKED BY: SAE 11. GROUND FIELD TEST PROCEDURE DATE DRAWN: 01-20-2011 THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A'FALL OF JOB NO: 453234K4 POTENTIAL' TEST ON THE NEW SUPPLEMENTAL GROUND FIELD PRIOR TO FINAL CONNECTION OFTHE GROUNDING SYSTEM TO EQUIPMENT. sHEETTrr1 E: THE TESTSHALL BE PERFORMED BY A QUALIFIED AND CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. THE GROUND SYSTEM RESISTANCE TO EARTH GROUND SHALL NOT EXCEED TEN (10) OHMS. IF THE GROUND GENERAL NOTES 3 TEST EXCEEDS THE MAXIMUM OF 10 OHMS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ADDITIONAL GROUND CONNECTIONS AS REQUIRED TO MEET THE 10 OHMS MAXIM UM. SHEET NUMBER: REV. # GN -3 I 0 SITE NOTES CORRESPONDING TO SCHEDULE 8 THERE ARE NO SCHEDULE B' 1 FEW CONTAINED 1117MW THE EQUITY REPORT. FRONDED Sy AMC SETIL&WENT SERVICES 01DFR / 22057J4 W7H AN E FEC77W DATE OF 1%12010.1 UTILITY NOTES The Aboroegra+lnd ut411h1r spawn hors been fooaled Ham Freld survey k,fprmatfooe 0av The su—ptae makes no ouamfee Mai the DINJftas shown Comprise dl such u Alfler in Ma area either h serpkv Or obandaned. ThesLwwfyar Wrther cer6Yes that they ore located as accvrotey or PossRte Som the rrold Anlarmofton cbrakr4d STATEMENT OF ENCROACHMENT ❑A, The Shelter BuAdiieg an the Lease Area projeets a maximum of 4.8 feet into the 2aO foof seibacA per zaikZ ZONING INFORMATION Aeeonfin towwr.RtBero0 org wabalfe for the CRY of Lit Ne Rack AR Zon0y mal on 5/!6/2011, the sub�bc1 property 4 Zen vel 'C` CAMMEllCIAL DISTRICT, and 11 eYb*t fa the fdlow,N9 Zoning requirements:. THE CUIRRE71T USE 15 NOT POUTED UNDER 7IME CIAa'th1T 210MNG SMACK REQUIREMENTS FronV 25 Feef Stmt Side; NONE Side: NONE Rear. 25 Feet Height ResMctlanx 35 Feet PakJng Requ kementw N/A HomdKrgapecC Per ADA Requirements Panthil SpaCax me auneyar drd cot obsMa any naked pdrtklg spaces an the tem" W" of the time of survey. 8ecauee there may be a need fon interprota km of the opplkable coning codex we refer you to (501) J7r-4844 and the gep8e o zoning codes, FLOOD NOTE �.- 8y graphic ptatfing an1y,yfhls property !s In acv 1� of the Rood Insurance Rate Mop No- DSQ1m ow,, which boors m efeccam dote of 10/19/200: and is 1401 In a Specid flood Hazard Area. 8y lerephone. cafi doted 0.5/11/2011 to the Notianoi Road Insuronco program (800-6J8-6620) wo have Isomed this community ODES cvrrcnfly darficfpate M thepr Imm. No Ei jd ew Ya ng was performed to detrrnl o. Iters rano and an elew Hm celiricate may be needed to rarity Nis do lMmrnalion or apWy far a ,eriance Ham the Federel Emergency l 4 GENERAL NOTES LEGAL DESCRIPTIONS AS PROVIDED ALL RHA T PARCEL OF LAND Rf ftil l CMW TY. SrA7E OF ARKAN,SAA AS MORE nUr DESCRIBED IN DEED INST 1 97-069838 AND DEED MIST / 95-41520, ID/ 4JL11200LMOU BEING KNO)W AND OESKINA TEL As PART OF LO sur AND Lor R459, A REPLAT OF Lor �AEAR METES AND 004WDS � PROPERTY ATTFOR FW fEC"kL DESCFVPr. DY WARRANTY DEED FROM THOMAS L. ALLEN AND LUELLA N, ALLEN, HUSBAND AND WEE- DATED 10/15/1997 AND RECORDED 10/2J/1997, INST / 97-0SPM PULASKt COUNTY RECOPDS (LOT R458) AND BY QIRr CLAW DEED fFCMt iNC1wAS L. ALLEX A MAMED PERSON, OA EEO 07/21/1995 AND RECOROED 07/21/199$ INS / 95-41= PULASKI C4XwTY RECORDS (PART OF LOT 45) Parf of Lot 45, Choses YmHey SubdWon. Lftfle Rook Pideaki CCUPIA Arkmrax boing move poeticufaly derc,06d as: Commencing of the Northwest comer of NOW Lot 4S sold point 4haft cn the East fWt-ol--way of Mdrket Stm' then" South 2 degrees 40 mMules 43 seconds Most on xald right -Of --way 194.06 teat to Cho point of begieniegi rhonty Sovfh 89 degrees 24 minufas t7 saronds Eaort, 13Cl70 leer: thence South t degree 09 minulef J6 seconds Eosf, 27.41 feet, !hence Sauth 89 degrees JJ minufes JI seconds Ewl, 16.97 feel; thar+ce South 0 degroes 20 mklufes 40 sffcmds !West 19.74 feet to the Northeast comer of Let R4SR Chador Vdley Subdtrfslm: thence North 88 degrees 08 minutes Sf socond, MWI on the North Lina at eald Iot 8458, MOO feet 10 rho Nwthwest caner of said Lot R458 and the East rfghf-of-way Alit SCALE 1" = 10' of Market Stree; thence an e vrrYa to fhe right, said curvo having a radlus at 2025.79 feet end honing a abed wllh a beoring Pad alstonce o1 North 2 degrees t5 minutes 02 seconds East, 2352 0 5 l0 20 reef; thence canteluk;q on Me East right -or -way the of Merkat y Street North 2 degrees 40 minutes i -i seconds East !4.50 Jeal to +j APN.- J4L1120003700 the point of beginning. OWNER: ?AIT FAMILY LIMITED PARTNERSHIP Sub)ect to exist/ng easements and restrictions of record, If any. LEASE ARE/ (AS FRONDED) 1096 se FT. • E FOUAD C17AWDp pW adM AGRES e' s1I)orADE rrMr sna4_� S 8717, as. E - IikM LnleYE7P POSE W rn 3M 0 'vim or Z 8 l OKWk%E M 3 o e ACCM U010IT (AS PROM M) S to v vzp% r, r TIM"84 3F I 9507 S Fr. �• Theca! N ALTAIACSM LAND TITLE SURVEY x0576 ACRES I Y'4 ' y 2 J MARKET PLACE I'+ PARENT PARCEL y -n" AIALMc , � Lr TI.E ROCK AR ivaND ! APN,- 34C 112-OQ-036-00 � �i .>'#. sG Fr 2 2 � An'ari CsrMkeBoR OWNER.• ALLEN IRAEYOCABLE TRUST DAIrY .n - NHirf-Je' - ti CW-- DEED 97-069838) Fra' ti o � 70: American Tower Company and AMC Settlement Services N ? ~N e7mDe' W P14W - 8 T w r¢9T JT• w O Rhls Is to certify bhot this rate a plot and ohs sully an whkh It j e' smarADc r�7 or - II f � + >� 0 based w made it accordance rlA the 2011 MnNnum Standard I /EASE AREA Dotaa Raquirarlents for AL TA/ACSw Land Title Su >% jainNY AS -PWT PA MIO,!trot" OapaEp ppyy !I peen COROM PPsr m0ahtfrhed and adopted by ALTA and RSA$ and includes /lame A 4, 66(b),7(ak 7(b)(tk Q u(0.), tic r7 and 18 rewa a rhoreaf V As"W r pA MVC S 0' Field work was completed an 5/10/20111. e r�i a s es/Db2' E S Date of Plat or Mop: 5/19/2011 3 111.8/' � Jamas M. Powers i8�'� pA&VM ' PLS, RPLA CFedS n 0. i No. i Aer. Z. In th In the Storee of Arlronsos rJf+ al APN 34L 1120003500 r Z OWNER: MARKET STREET PR-ZR77ES LLC. li sW covet. NW . gIb 1E/4 + l Prepe(ad For American Tower Corporation 1. The bearing of N 87 I'D8'ME (PER LECAL fiESP4+PDGW) os shown w the Saafh line of the lease Parcel was a.== bdlts of bearings for the purpose of this survey. 2. The sub)4cf properly has Andkoct Aomss/eress to UW*et Street which is a pobed public rood or higbway k0. on existtng easement. 3'. The &owyor did not obsess a physical address posted an site of the sub)ecf property. 4, Aa Herd meesuremeets matched record dimensions within the p mtsiw r&wirrMentS of ALTA/ACSM aped AWOMSI 0*&s atherWlse shoe". 5. THERE IS NO Observable Evidence of Site Use as a Solid Waste Dump, Sump Or Sanitary LmdMI or Cemetery. TOWER LOCATION INFORMATION 76' t 1' MONOPOLE TOWER ON A .5' TALL CONCRETE CAISSON NAD 83 LATITUDE = 34'46'05.68' N f LONGITUDE - 9223'52.75' W t GROUND ELEVATION AT BASE OF TOWER = 4"' t (NAVD 88) TOWER HEIGHT ABOVE GROUND = 76' TOP OF TOWER ELEVATION ABOVE GROUND = 522' t TOP OF HIGHEST ANTENNA ELEVATION ABOVE GROUND = 520' f TOP OF HIGHEST APPURTENANCE ABOVE GROUND = 527' f i WDk. t SURVEYING CG1*f"ANY SYMBOL LEGEND ALLBeEwA7Krs wa,r -0.r ®-me an. B{ Nv vcoara.n _ rwwr `Prwe.r,s, m-.oc.,•ar �,-utinrar -•••Ter O+ rr. w.r v. rwAxr ®-r0. _ e"`ccw uerr it "re"i• 0'Ku: rawer F �nwem Twat W -r" •. .. �.e.e r. un ¢vaso.! pw _ Awad -err 1 nsa obre. rNre e - rrxa ¢� - rfrs s+ra n-orwwr t1j•rrrr.vr r+'e .ml � tea' rwvon $. n..e oar Yi- teem. Auro-w,..pa { � � - ceen�avrccr noV�rw ur W. �, waeK•.a r..r �•osz �c ...0.r samrar �Tfl a -ape suw y-sArrx: Anwar ®-r°Rru U-snamrtex -AwXAa rrrm r-1 _ mar! +"rr -Imre PtBpeTd Rid Plains Surgeyinq Company 6744 Melrose Ln, OWafro111s Qty, OIOA 73127 Phare: 405-603-7842 / Fax: 405.603-7852 Email: CBmnwb@rPgAveV".mm Site No.: 98227 Site Name: Market Place Site Address: 1515 Market Street Little Rock Pulaski County, AR REDUNm BY. LK.G /ATC 3 a 11 Rr: AYP 7W BV. FA 1N.: KP3IP 1E11) BY: P.H. jSHEET 1 PF 1 MONUMENT LEGEND (p)- 112' eiON PIN SET •- IRON PIN FOUND Q- P -x NM SET O - P -x NAL FOUND ("0,17W NAIL) (YAGrEPC NAIL) x- CUT Y SET X- CUT -'- FOUNO