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T -MOBILE SITE NUMBER: AR01217
b I T -MOBILE SITE NAME: WEST LITTLE ROCK
ATC SITE NUMBER: 300301
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12980 FOSTER, SUITE 200, OVERLAND PARK, KS 66213 ATC SITE NAME: WAKEFIELD VILLAGE
SITE ADDRESS: 8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
NEW EQUIPMENT AND ANTENNAS ON: EXISTING 151' MONOPOLE
sfarey. 5tei ger Rd DRAWING INDEX
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SITE TYPE: MONOPOLE C�tw NO DESCRIPTION
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SITE NAME: WEST UTILE ROCK T1 TITLE SHEET
U N I T E AR01217 � — ARD1217
GNI GENERAL NOTES
SITE NUMBER: AR01217 rz� 34.67$42°N92.3205D°W 3467sgm9232O50°W
GN2 GENERAL NOTES
SITE ADDRESS: 8126 SCOTT HAMILTON lowI I
LITTLE ROCK, AR 72209 •4ondw �D.val, S-1 SURVEY
Reek CrarinCo� � [Y
COUNTY: PULASKI COUNTY , C7 OVERALL AND ENLARGED SITE PLANS
a C2 ANTENNA ORIENTATION, MOUNT AND SCHEDULE
JURISDICTION: CRY OF LITTLE ROCKp on I Stuttgart LlPtfo Reek
OCCUPANCY TYPE: UNMANNED (-�O {, - je�- C3 WAVEGUIDE DETAILS
A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR E1 UTILITY PLAN AND CONDUIT LAYOUT DIAGRAM
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APPLICANT: T -MOBILE PhD B At f 1 Y = E3 PPC H -FRAME DETAILS
4533 ENTERPRISE DR. I
OKLAHOMA CITY, OK 73128 AdudflpAia I GI COMPOUND GROUNDING PLAN
CUSTOMER SERVICE • C6m7Cnt3fl ,
877-878-7326 G2 GROUNDING DETAILS
PROPERTY OWNER, Rkon Star CIV f M I I G3 GROUNDING DETAILS
GUY MCKINNEY O�mas
214-674-8881 For a
SITE COORDINATES (NO, 83)m VICINITY MAP N.T.S. LOCATION MAP N.T.S. _
LATITUDE: N. 34.6751
LONGITUDE: W. 14 DRIVING DIRECTIONS
4 GROUND ELEVATION:: 307 307' ' (AMSC)
- TOWER OWNER:
ATC DEPART LITTLE ROCK NATIONAL AIRPORT, AIRPORT EXIT ROAD NAME CHANGES TO ANNIE M BANKHEAD OR [BANKHEAD DR] 0.3 MI, TAKE Plannit'ig Zc CieveloI:ment Staff
116 HUNTINGTON AVE. 11TH FLOOR RAMP (RIGHT) ONTO 1-440 2.3 MI I-30 / DOWNTOWN HOT SPRINGS / TEXARKANA AT EXIT 138A, TURN LEFT ONTO RAMP 0.2 MI, }p T":iitioi)s iu OIT: ,-
BOSTON, MA. 02116 1-30 W / HOT SPRINGS / TEXARKANA TAKE RAMP (RIGHT) ONTO 1-303.6 MI, 1-30 W / TEXARKANA / HOT SPRINGS AT EXIT 134, TAKE
617-375-7500
SITE NAME: WAKEFIELD VILLAGE RAMP (RIGHT) ONTO 1-30 W [INTERSTATE 30] 0.4 MI STANTON RD. / SCOTT HAMILTON DR. TURN LEFT (SOUTH) ONTO SCOTT HAMILTON
SITE NUMBER: 300301 DR 0.3 MT, TURN RIGHT (WEST) ONTO LOCAL ROAD(S) 120 YDS, ARRIVE AR01217 l�.ii �•, �-
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TULSA, CODE COMPLIANCE
OK. 74119
CONTACT: JAMES W MCCOY CALL ARKANSAS
PHONE: (918) 261-1875 TITLE: SIGNATURE: DATE:
ONE CALL 811 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
ARCHITECT/ENGINEER: PROPERTY OWNER: $OO 482.8998 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
r TOWER ENGINEERING SOLUTIONS, LLC r CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
8445 FREEPORT PARKWAY SUITE 375 T -MOBILE CONSTRUCTION MGR: CALL 3 WORKING DAYS NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT
IRVING. TX 75063 ZONING APPROVAL, BEFORE YOU DIGI WORK NOT CONFORMING TO THESE CODES.
CONTACT: JAIME REYES
PHONE: (972) 635-8238 RF ENGINEER: BUILDING/DWELLING CODE: IBC 2009
a SITE ACQUISITION: STRUCTURAL CODE: IBC 2009
TELEPHONE COMPANY:
SOUTHWESTERN BELL STATUS CODE DO NOT SCALE D RAW I N G S PLUMBING CODE: IPC 2009
800-331-0500 1 CEO-WfrH OR NO COMMENTS. CONSTRUCTION MAY PROCEED
MECHANICAL CODE: IMC 2009
POWER COMPANY: 2 NOT ACCEPTED -RESOLVE COMMENTS AND RESUBMIT CONTRACTOR SHALL VERIFY ALL PIANS AND EXISTING DIMENSIONS
ENTERGY AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY ELECTRIC CODE: NEC 2011
800-968-8243 THE FOLLOWING PARTES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORrzE DOCUMENTS THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
TMARE SUBJECT TO CONTRACTOR TO PROCEED
BY THE LDEPARTMENT ANDED MAY IMPOSE CHANGES PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. FIRE/UFE SAFETY CODE: IBC 2009, IFC 2009, NFOA 101
OR MODWATIONS.3
T • •Mobile•
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
$414
IN.
TOWER MNEMNG SOLUTIONS
8445 FREEPORT PARKWAY.
SUITE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA / 2705 DXP. 12/31/2015
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE SIE 215
TULSA, OKLAHOMA 74119
(916) 949-4551
WEST LITTLE ROCK
BTS NUMBER.-
AR01217
UMBER:AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR0121
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PE # 7784 P. 12/31/2014
VO DATE DESCRIPTION
BY
A R/11,/14 PRELIM ISSUE
JPR
B 9 10 14IPRELIM ISSUE
NDP
0 9/11/1 CONST ISSUE
NDP
SHEET TITLE:
TITLE SHEET
SHEET PROJECT
ARO 1217
T PR CJWM
:
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DIVISION 1 -- GENERAL REQUIREMENTS
1.1 INTENT
A THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM
DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR
CONSTRUCTION.
B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY
AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR
SPECIFIED ON AND NOT THE OTHER, IT SHALL BE ACCOMPLISHED AS IF SHOWN,
INDICATED OR SPECIFIED IN BOTH.
C. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS
REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE
WORK STIPULATED IN THE CONTRACT.
D. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE
DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND
QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK.
E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE
CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTER THE CHARACTER
OF THE WORK WILL BE MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A
CHANGE ORDER.
1. 1.2 CONFLICTS
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OFF ALL
MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY
WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO
DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE
CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE
FOUND SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE THE
CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS.
B. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA
COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH
BIDDER MIGHT HAVE BEEN FULLY INFORMED PRIOR TO BIDDING.
C. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR
CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER
CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK
WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART
OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS OF
THE CONTRACT DOCUMENTS GOVERNING THE WORK.
1.3 CONTRACTS AND WARRANTIES
A. EACH CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE BUILDING PERMIT AT THE
LOCAL JURISDICTION AS THE CONTRACTOR -OF -RECORD, AND PROVIDING
JURISDICTION WITH ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT
JURISDICTION. THE CONTRACTOR SHALL BE REIMBURSED ONLY THE AMOUNT OF
ANY FEE PAID AS FOLLOWS:
1. PLAN REVIEW FEE.
2. BUILDING PERMIT FEE.
3. CONNECTIONS AND INSPECTIONS FEE.
B. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR
LICENSES AND BONDS.
1.4 STORAGE
ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A
MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK.
ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED
MANUFACTURER.
1.5 CLEAN UP
A THE CONTRACTORS AT ALL TIME SHALL KEEP THE SITE FREE FROM ACCUMULATION
OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK AND
AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM
AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR TOOLS, SCAFFOLDING AND
SURPLUS MATERIALS AND SHALL LEAVE THEIR WORK CLEAN AND READY FOR USE
B. EXTERIOR: VISUALLY INSPECTED EXTERIOR SURFACES AND REMOVE ALL TRACES OF
SOIL WASTE MATERIALS, SMUDGES AND OTHER REGION MATTER.
1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES.
2. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOES DOWN
THE EXTERIOR OF THE STRUCTURE.
C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACES AND REMOVE ALL TRACES OF
SOIL WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM
WALLS/FLOOR/CEILING.
1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES.
2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES.
1.6 CHANGE ORDER PROCEDURE
A. THE CONTRACTOR CHANGE ORDERS MAY BE INITIATED BY THE OWNER AND/ OR
THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM
THE OWNER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN
WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND
PRESENT TO THE OWNER WITHIN 72 HOURS FOR APPROVAL SUBMIT REQUESTS
FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURE
REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK
OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT WRITTEN
CHANGE ORDER AS DESCRIBED AND APPROVED BY THE OWNER SHALL PLACE
FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR.
1.7 RELATED DOCUMENTS AND COORDINATION
A. GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE INTERRELATED. IN
PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS.
ALL COORDINATION TO BE RESPONSIBILITY OF THE CONTRACTOR.
1.8 SHOP DRAWINGS
A. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND LISTED IN THESE
SPECIFICATIONS TO THE OWNER FOR APPROVAL.
B. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AND CORRECTED BY
CONTRACTOR PRIOR TO SUBMITTED TO THE OWNER.
1.9 PRODUCTS AND SUBSTITUTIONS
A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST
IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE
REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND
DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH
THE REQUIREMENTS FOR SUBSTITUTIONS.
B. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY
INDICATE AND DESCRIBE THE ITEMS, PRODUCTS AND MATERIALS BEING INSTALLED.
THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE OWNER SUBMIT ACTUAL
SAMPLES TO THE OWNER FOR APPROVAL IN LIEU OF CUT SHEETS.
1.10 QUALITY ASSURANCE
A. ALL SHALL BE IN ACCORDANCE WITH APPLICATION LOCAL, STATE AND FEDERAL
REGULATIONS. THESE SHALL INCLUDE BUT NIT BE LIMITED TO THE LATEST
VERSION OF THE FOLLOWING:
• ANSI TIA/EW - 222 - G
• 2009 INTERNATIONAL BUILDING CODE
• BUILDING OFFICIALS AND CODE ADMINISTRATORS (BOCA) 1990
• NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 2009
• UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS
• AMERICAN INSTITUTE OF STEEL CONSTRUCTION
• SPECIFICATIONS (RISC)
• LIFE SAFETY CODE NFPA - 101-1990
1.11 ADMINISTRATION
A. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A
PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTRACT FOR ALL
PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A
MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE OWNER
PRIOR TO THE COMMENCEMENT OF ANY WORK.
B. SUBMIT A BAR LIKE PROGRESS CHART NOT MORE THAN 3 DAYS AFTER THE DATE
ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE, INDICATING
A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED
AT SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS IN
ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE
WORK.
C. PRIOR TO COMMENCING CONSTRUCTION, THE OWNER SHALL SCHEDULE AN
ON-SITE MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE (THOUGH NOT
LIMITED TO) THE OWNER, PROJECT MANAGER, CONTRACTOR, LAND OWNER
REPRESENTATIVE, LOCAL TELEPHONE COMPANY, TOWER ERECTION FOREMAN (IF
SUBCONTRACTED).
D. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT
COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THIS EQUIPMENT
WILL NOT BE SUPPLIED BY THE OWNER, NOR WILL WIRELESS SERVICE BE
ARRANGED.
E. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND
SUBCONTRACTORS WILL WEAR HARD HATS AT ALL TIMES. CONTRACTOR WILL
COMPLY WITH ALL WPCS SAFETY REQUIREMENTS IN THEIR AGREEMENT.
F. CONTRACTOR MUST PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE
OWNER.
G. A COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS
REQUIRED PRIOR TO START OF CONSTRUCTION,
H. NOTIFY THE OWNER / PROJECT MANAGER IN WRITING NO LESS THAN 48 HOURS
IN ADVANCE OF CONCRETE POURS, TOWER ERECTIONS, AND EQUIPMENT CABINET
PLACEMENTS.
1.12 INSURANCE AND BONDS
A CONTRACTOR AT THEIR OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION
OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTED AND SHALL NOT
COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN ORIGINAL
CERTIFICATE OF INSURANCE STATING ALL COVERAGE TO THE OWNER. REFER TO
THE MASTER AGREEMENT FOR REQUIRED INSURANCE LIMITS.
B. THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON ALL POLICIES.
C. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE.
DIVISION 2 - SITE WORK AND DRAINAGE
1.1 WORK INCLUDED:
REFER TO THE SURVEY AND SITE PLAN FOR WORK INCLUDED.
1.2 RELATED WORK
B. INSTALLATION OF ANTENNA SUPPORT SYSTEM
1.5 SEQUENCING
A. CONFIRM SURVEY STAKES AND SET ELEVATION STAKES PRIOR TO ANY
CONSTRUCTION.
B. IF REOUIREO, GRADE, SEED, FERTILIZED AND MULCH DISTURBED AREAS
IMMEDIATELY AFTER BRINING THE SITE AND ACCESS ROAD TO BASE COURSE
ELEVATION. WATER TO ENSURE GROWTH.
C. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE,
1.7 WARRANTY
A. IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE
CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO
SURROUNDING PROPERTY CAUSED BY CONSTRUCTION.
B. DISTURBED AREAS WILL REFLECT GROWTH ON NEW GRASS COVER PRIOR TO FINAL
INSPECTION,
2,1 MATERIALS
A. SITE MATERIALS: FILL MATERIAL - ACCEPTABLE SELECT FILL SHALL BE IN
ACCORDANCE WITH LOCAL DEPARTMENT OF HIGHWAY AND PUBLIC TRANSPORTATION
STANDARDS SPECIFICATION.
B. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 500X.
C. NON-STRUCTURAL SITE CONCRETE SHALL BE 3000 PSI BREAKING STRENGTH AT
28 DAYS. COMPLY WITH GENERAL PROVISIONS OF DIVISION 3 CONCRETE
SPECIFICATIONS.
2.2 EQUIPMENT
A. COMPACTING SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. LARGER AREA
SHALL BE COMPACTED BY SHEEPS F00T, VIBRATOR OR RUBBER TIRED ROLLERS
WEIGHING AT LEAST FIVE TONS. WATER TREATMENT MAY REQUIRED TO OBTAIN
COMPACTION. SMALLER ARES SHALL BE COMPACTED BY POWER -DRIVE, HAND
HELD TAMPERS,
3.1 INSPECTIONS
LOCAL BUILDING INSPECTION SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN
ADVANCE OF CONCRETE POURS.
3.2 PREPARATION
A. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC
MATERIAL TO A MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL.
B. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH AND
DEBRIS FORM THE PROPERTY TO AN AUTHORIZED LANDFILL.
C. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, REMOVE SOFT SPOTS AND
COMPACT TO 85X STANDARD PROCTOR.
D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED
AREAS WITH STABILIZER MAT PRIOR TO REPLACEMENT OF FILL OR BASE MATERIAL.
T - -Mobile.
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
*1 I�E*S
TOWER ENGwEELRIN�C SSOLLMONS
8445 FREEPORT PARKWAY,
SUITE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA 1 2705 EXP. 12/31/2015
BR NCI
COMMON/GAT/ON3,LLC
BRANCH COMMUNICATIONS
1516 S B06TON AVE STE 215
TULSA, OKLAHOMA 74119
(916) 949-4551
SITE NAME:
WEST LITTLE ROCK
BTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
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PE 1 7784 EXP. 12/31/2014
IVO DATE DESCRIPTION
BY
A 8=11/14 PRELIM ISSUE
PR
B 9/10/14 PRELIM ISSUE
NDP
p 9,111/ 14 +CONST ISSUE
NDP
SHEET TITLE:
GENERAL NOTES
SHEET 1:
IGN 1 1
PROJECT 1:
AR01217
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PR
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3.2 PREPARATION
A. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC
MATERIAL TO A MINIMUM OF SIX INCHES BELOW ORIGINAL GROUND LEVEL.
B. UNLESS OTHERWISE INSTRUCTED BY THE OWNER, REMOVE TREES, BRUSH AND
DEBRIS FORM THE PROPERTY TO AN AUTHORIZED LANDFILL.
C. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, REMOVE SOFT SPOTS AND
COMPACT TO 85% STANDARD PROCTOR.
D. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE THE GRUBBED AREAS
WITH STABILIZER MAT PRIOR TO REPLACEMENT OF FILL OR BASE MATERIAL.
3.3 INSTALLATION
A. CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE
LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT
MANAGER, IN WRITING.
B. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND TO LEASE
LINE.
3.4 FIELD QUALITY CONTROL
A COMPACTION SHALL BE 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM
D-1557 FOR SITE WORK AND 95% UNDER PLATFORM AREA. SETTLEMENT WILL BE
EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE.
3.5 QUALITY ASSURANCE
A. ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATION WILL BE
GALVANIZED OR STAINLESS STEEL. WEIGHT OF ZINC COATING ON THE FABRIC SHALL
NOT BE LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS
SHALL BE HOT -DIPPED IN GRADE E ZINC, 1.8 OUNCES PER SQUARE FOOT.
3.6 APPLICABLE STANDARDS
A. ASTM -A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED
(GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES.
B. ASTM -123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS.
C. ASTM -A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND
STEEL HARDWARE.
D. ASTM -A392 SPECIFICATION FOR ZINK-COATED STEEL CHAIN LINK FENCE FABRIC.
E. ASTM -A491 SPECIFICATION FOR ALUMINUM -COATED CHAIN LINK FENCE FABRIC.
F. ASTM -A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED)
BY THE HOT -DIPPED PROCESS.
G. ASTMOA570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP
STRUCTURAL QUALITY.
H. ASTM -A585 SPECIFICATION FOR ALUMINUM COATED STEEL BARBED WIRE.
EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT. EXCAVATE POST HOLES
PER CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST
HOLE EXCAVATIONS.
SPECIAL CONSTRUCTION TOWER & ANTENNA
INSTALLATION
1.1 WORK INCLUDED
A. IF REQUIRED, ERECT FURNISHED TOWER.
B. GROUND TOWER TEMPORARILY DURING ERECTION. GROUNDING SHOULD INCLUDE
BASE(S) AND ANCHORS
C. IF REQUIRED, INSTALL THREE (3) SIDE ARMS, CONSISTING OF OWNER
REPRESENTATIONS.
D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATION.
E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
F. INSTALL FURNISHED GALVANIZED STEEL WAVE GUIDE LADDER.
G. INSTALL WAVE GUIDE BRIDGE AS INDICATED ON DRAWING.
H. SUPPLY AND INSTALL ONE INSULATED GROUND BAR AT EQUIPMENT CABINET.
I. SUPPLY AND INSTALL GROUNDING KITS WITH LONG BARREL DOUBLE CRIMPED
COMPRESSION LUGS. (SIM. TO ANDREW-22370OTBD OF APPROVED EQUAL) ATOP
TOWER BASE BEFORE ENTERING THE EQUIPMENT. GROUNDING LEADS TO BE
CONNECTED TO INSULATED GROUND BAR.
A. ASSIST OWNER TECHNICIANS IN PERFORMING SWEEP TEST OF INSTALLED COAX.
B. CONCRETE PIERS FOR FOUNDATIONS SHALL BE DRILLED AND POURED ON THE
SAME DAY.
2.2 RELATED WORK
2.3 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 AND GROUNDING SYSTEM IN ACCORDANCE WITH
DRAWINGS AND SPECIFICATION IN EFFECT AT PROJECT LOCATION AND
RECOMMENDATIONS OF STATE AND LOCAL BUILDING CODES, SPECIAL CODES HAVING
JURISDICTION OVER SPECIFIC PORTIONS OF WORK. THIS INCLUDES BUT IS NOT
LIMITED TO THE FOLLOWING:
1. EUA - ELECTRONIC INDUSTRIES ASSOCIATION TLA -EIA -222-G. STRUCTURAL
STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES.
2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460 -IH,
OBSTRUCTION MARKING AND LIGHTING.
3. FCC - FEDERAL COMMUNICATIONS COMMISSION RULES AND REGULATIONS FORM
715, OBSTRUCTION MARKING NAD LIGHTING SPECIFICATIONS FOR ANTENNA
STRUCTURES.
4. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS,
5. NEC - NATIONAL ELECTRICAL CODE - ON TOWER LIGHTING KITS.
6. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS.
7. IN ALL CASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OF THE
FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY
OTHER STANDARDS OD SPECIFICATIONS.
8. 1990 LIFE SAFETY CODE NFPA - 101
3.3 INSTALLATION
A. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO
FOUNDATION CONSTRUCTION.
B. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND.
C. THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND
UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL
ROADS OR ROUTES UTILIZED FOR ACCESS TO THE SITE, COMMENCING AT THE
POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE, ARE INCLUDED
IN SCOPE UNLESS OTHERWISE NOTED.
D. WHEN APPROVING A EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO
REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL
OR STONE.
E. PLACE FILL OR STONE IN 6 INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING
NEXT LIFT.
F. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM
OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS
INDICATED.
G. RIP RAP SHALL BE APPLIED TO THE SIDES SLOPES OF ALL FENCED SITE AREAS,
PARKING ARES AND TO ALL OTHER SLOPES GREATER THAN 2 : 1.
H. RIP RAP SHALL BE APPLIED TO THE SIDES OF SIDES OF DITCHES 05 DRAINAGE
SWALES AS INDICATED ON PLANS.
I. RIP RAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS.
J. SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED
AREAS AND DITCHES, DRAINAGE, SWALES, NOT OTHERWISE RIP -RAPPED.
K. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES OR CULVERTS BE PLACED SO
THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT
TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE
THE OWNER IMMEDIATELY, IN WRITING.
L. IF DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY
HEADWALLS IN THE DITCH AND RIP RAP THE UPSTREAM SIDE OF THE HEADWALL AS
WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE.
M. SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL
ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND
LOOSEN THE SOIL.
N. SOW SEED IN TWO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE
SEED PRODUCER.
0. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND
LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE
CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS
OBTAINED.
3.5 PROTECTION
A. PROTECT SEEDED AREAS FROM EROSION BY SPREADING STRAW TO A UNIFORM
LOOSE DEPTH OF 1-2 INCHES, STAKE AND TIE DOWN AS REQUIRED. USE OF
EROSION CONTROL MESH OR MULCH NET WILL BE AN ACCEPTABLE ALTERNATE.
B. ALL TREES PLACED IN CONJUNCTION WITH A LANDSCAPE CONTRACT WILL BE
WRAPPED, TIED WITH HOSE PROTECTION WIRE AND SECURED TO 2 1 INCH x 2
INCH x 4 FOOT STEEL ANGLE EXTENDING TWO FEET INTO THE GROUND ON FOUR
SIDES OF THE TREE.
C. ALL EXPOSED AREAS SHALL BE PROTECTED AGAINST WASHOUTS AND SOIL EROSION.
T :.Mobile, -
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
V�9
ES
TOWER ENGINEERING SOLUTIONS
8445 FREEPORT PARKWAY,
SUITE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA 1 2705 EXP. 12/31/2015
I PRODUCED BY:
BR NCH
COMMUN/C4 T/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA OKLAHOMA 74119
(910) 949-4551
SITE NAME:
WEST LITTLE ROCK
BTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR01217,,,,�
P
ARK NS
LICENS
PROFESS
'ENGI
k No. 7784
,-I AIE
PE ! 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
BY
A 8 11 14 PRELIM ISSUE
JPR
B 9 10 14 PRELIM ISSUE
NDP
0 9 11 14 CONST ISSUE
NDP
SHEET TITLE:
GENERAL NOTES
SHEET
G N 2
PROJECT :
AR01217
O
BY: CJWM
PROPOSED T -MOBILE --
10'-0" ICE BRIDGE, RE:
SHEET C4
10'-0"
29'-10'
PROPOSED T -MOBILE
SSC CABINET
.Co
EXISTING 6'x15' CONCRETE
EQUIPMENT PAD WITH 8'x10' � EXISTING
o LEASE AREA D PROPOSED T -MOBILE H -FRAME
x 5'-6" ICE BRIDGE, RE:
to SHEET C4
PROPOSED T -MOBILE PPC R•� PROPOSED LOWER
CABINET, RE: E3 COVP BOX
iv o o EXISTING 151'
ATS MONOPOLE
m
I
N
u�
ro
I
RE: 1 /C2
x o �
X I
5'-11"
_ I i
EXISTING ICE
x BRIDGE
� I
EXISTING
11'-5'x20'-0'
EXISTING x SHELTER
WOOD FENCE !
I
1
I! I
4'-5"14
i
t
EXISTING 12'-0"
WOOD GATE
x EXISTING EQUIPMENT
CONCRETE PAD
X x
EXISTING
BOLLARDS
5
.1 OVERALL SITE PLAN 11
1 EXISTING
H -FRAME
O 5'-3" 4'-1"
a
X x
L -
EXISTING
O O A/C
12'-6"
23'-11'
EXISTING
BUILDING
0
0
I
N
n
I
m
2'-2"
a + * + +. + + - + - .
+ ++ + + + + + + f + + + f + + + + + ~ + +
+++ ++ ++%. ++++++++ ++++++++++++ ++ ++ +++i ++ PROPOSED MO + +
f+ + + ++ + + ++ + SSC
+ + + ++ + + ++ + + `+ CABINET +
+ + f h
F+ f
+
PROPOSED H -FRAME, +
RE: E3
PROPOSED T -MOBILE F F +
PPC CABINET, RE: E3 \ i * +I I
i
� F �
F +
0 + f + +
0000 + + +
jN
M
I
N
T • -Mobile-
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
�a a*
TOWER ENGINONS
8445 FREEPORT PARKWAY,
SUITE 375
IRVING, TK 75063
PHONE (972) 635-8238
COA / 2705 EXP. 12/31/2015
C0MMUM/C4770A/S,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74118
(916) 949-4551
SITE NAME:
WEST LITTLE ROCK
HTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR01217
R
ke,v o. 7784
PE / 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
PROPOSED METER
A 8 11 14 PRELIM ISSUE
JPR
PROPOSED DISCONNECT
PROPOSED LOWER
COUP BOX
0 9 11 14 CONST ISSUE
PROPOSED GPS
ANTENNA, RE: 4/C4
TRUE NORTH
(0.59- E)
E)
TRUE NORTH
(°MAGES
SHEET O:
1
C I
ENLARGED SITE PLAN
:
0
T • -Mobile-
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
�a a*
TOWER ENGINONS
8445 FREEPORT PARKWAY,
SUITE 375
IRVING, TK 75063
PHONE (972) 635-8238
COA / 2705 EXP. 12/31/2015
C0MMUM/C4770A/S,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74118
(916) 949-4551
SITE NAME:
WEST LITTLE ROCK
HTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR01217
R
ke,v o. 7784
PE / 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
BY
A 8 11 14 PRELIM ISSUE
JPR
B 9,/10/14 iPRELIM ISSUE
NDP
0 9 11 14 CONST ISSUE
NDP
SHEET TITLE:
OVERALL AND ENLARGED
SITE PLANS
SHEET O:
1
C I
PROJECT 1:
ARO1217
:
0
JPR
CJWM
�t�
3 � ,
no
THESE DRAWINGS ARE NOT INTENDED TO REFLECT THE STRUCTURAL
INTEGRITY OF THE TOWER. THE PROPOSED ANTENNAS AND TRANSMISSION
LINES SHOWN ARE REPRESENTATIVE IN NATURE AND DO NOT REFLECT THE
ACTUAL CONFIGURATIONS REQUIRED. THE CONTRACTOR SHALL REFER TO THE
STRUCTURAL ANALYSIS OF THIS TOWER SITE FOR THE APPROVED LOCATION
AND CONFIGURATION OF ALL ANTENNAS AND TRANSMISSION LINES. ALL
ANTENNAS MUST BE MOUNTED AND THE TRANSMISSION LINES CONFIGURED IN
STRICT ACCORDANCE WITH THE STRUCTURAL ANALYSIS. (TOWER BY OTHERS)
TOP OF TOWER
ELEV. - 151
EXISTING ANTENNAS
_/
T -MOBILE ANTENNAS
ELEV. = A�:NTENW�
EXISTING
EXISTING ANTENNAS
2/C2
PROPOSED T -MOBILE ANTENNAS
PROPOSED:
(9) NEW ANTENNAS
(3) FUTURE ANTENNAS
(1) NEW MW DISH
(5) NEW RRU'S
(3) FUTURE RRU'S
(2) NEW COVP/HYBRID J -BOX
(1) NEW PLATFORM W/HANDRAILS
(2) NEW 1 5/8" HYBRID LINE
(6) NEW 7/8' COAX UNE
(1) NEW 1/2' COAX MW FEEDER
EXISTING 151' MONOPOLE
3/C2
I PROPOSED TOWER ELEVATION
1 SCALE: N.T.S.
ANDREW TMBXX-6517-A2M
ANTENNAS TYPICAL OF (9),
RE: 4/C2
(3) PROPOSED FRIG
C-1
ALPHA
AZIMUTH 0'
M-1
A-3 A-2 FUTURE [A-
(1) PROPOSED LARGE COVP BOX
MOUNTED TO 2 3/8" O.D. MOUNTING
PIPE AND CROSSOVER PLATE
B-3
YrB-2
PROPOSED FXFC RRU MOUNTED ON
RRU MOUNTING PIPE, TYP. OF (2)
FUTURE
GAMM�24]0'
BETA
AZIMUTH C-2 AZIMUTH 120'
FUTURE
COMMSCOPE LNX 6515 DS VTM
ANTENNAS TYPICAL OF (3)
C-3
PROPOSED ALT FABRICATION PLATFORM B-1
WITH HANDRAILS PART ill 2123LD-12HR
1�
ANTENNA AZIMUTH PLAN TRUE NORTH
2
(0.5599' E)
SCALE: N.T.S.
CABLE NOTE:
1. HYBRID CABLE ATTACHMENTS
SHOULD FOLLOW MANUFACTURER
SPECIFICATIONS FOR ATTACHMENT
AND HANGING SPECS.
2. ROUTE COAX UP TOWER PER
STRUCTURAL ANALYSIS.
PROPOSED COAX:
(1) 1/2" MW FEE
EXISTING MONOPOI
OSED COAX:
7/8" COAX CABLE
POSED COAX:
1 5/8" HYBRID LINE
3 TRANSMISSION LINE DIAGRAM
SCALE: N.T.S.
1/2" COAX JUMPEI
FROM RRU TO AM
JUMPER SUPPORT
STAND-OFF WITH
CUSHION HANGERS
OR STEEL BRACKEI
WITH SNAP -IN
HANGER
A ANTENNA MOUNT DETAIL
T SCALE: N.T.S.
PROPOSED
T -MOBILE
ANTENNA
2 3/8'
O,D, PIPE
FIBER JUMPER
TO COVP BOX
#6 AWG GREEN
INSULATED GROUND
CABLE FROM RRU
TO GROUND BAR
T ' 'I11Iobt1�'
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
�*IOES
TOWER ENGINEERING SOLLIIiDNS
8445 FREEPORT PARKWAY,
SUITE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA / 2705 EXP. 12/31/2015
BR NCH
COMMUN/CA770A/S.L.LC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE SIE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
I WEST LITTLE ROCK
M NUMBER:
AR01217
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR0'l2A;&&,.,_
No. 77841 ♦�
PE / 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
BY
7-9771/14 PRFLIM ISSUE
JPR
PRELIM ISSUE
NDP
_L2/_10/14
0 9/11/14 CONST ISSUE
NDP
SHEET TITLE:
TOWER ELEVATIONS
SHEET IF:
C ^1
PROJECT :
AR01
O
V: KD:
KD:
jJPR r JWM
ANTENNA NOTES
1. ANTENNA CONTRACTOR SHALL INSURE THAT ALL ANTENNA
MOUNTING PIPES ARE PLUMB.
2. COAXIAL FEEDER & FIBER LENGTHS INDICATED ARE
APPROXIMATE.
3. ANTENNA COAXIAL FEEDERS & ANTENNA JUMPERS SHALL
BE COLOR CODED PER T—MOBILE REQUIREMENTS. IN
ADDITION TO THE COLOR CODE IN THE ANTENNA KEY
THE FOLLOWING CHECKER STRIPE SHALL BE ADDED TO
EACH ANTENNA COAXIAL FEEDER & ANTENNA JUMPER.
LTE 700 — RED—BLACK CHECKER STRIPE
LTE PCS — RED—GREEN CHECKER STRIPE
LTE AWS — YELLOW—BLACK CHECKER STRIPE
UMTS PCS — RED—WHITE CHECKER STRIPE
UMTS AWS — GREEN—WHITE CHECKER STRIPE
GSM PCS — BLACK—WHITE CHECKER STRIPE
4. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA
PORTS WITH CONNECTOR CAP & WEATHERPROOF
THOROUGHLY. JUMPERS FROM TMA'S MUST TERMINATE TO
OPPOSITE POLARIZATIONS IN EACH SECTOR.
5. CONTRACTOR MUST FOLLOW ALL MANUFACTURERS'
RECOMMENDATIONS REGARDING THE INSTALLATION OF
COAXIAL CABLES, CONNECTORS, AND ANTENNAS.
6. MINIMUM BEND RADIUS:
LDF4-50A (1/2' HARD LINE) = 5"
FSJ4-50B (1/2" SUPER FLEX) - 1 1/4'
AVA5-50A (7/8' HARD UNE) — 10"
AVA7-50A (1 5/8' HARD LINE) = 15"
LDF7-50A (1 5/8" HARD LINE) = 20-
7. CONTRACTOR SHALL RECORD THE SERIAL /, SECTOR,
AND POSITION OF EACH ACTUATOR INSTALLED AT THE
ANTENNAS AND FURNISH THE INFORMATION TO T—MOBILE.
B. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF
AMALGAMATING TAPE.
9. ANTENNA CONTRACTOR SHALL PERFORM A "TAPE DROP"
MEASUREMENT TO CONFIRM/VALIDATE ANTENNA CENTER
UNE (ACL) HEIGHT. CONTRACTOR SHALL SUBMIT A
COMPLETED HEIGHT VERIFICATION FORM TO THE
CONSTRUCTION MANAGER.
10. ALL FIBER RUNS TO BE CONTAINED IN TWO COMMSCOPE
HYBRID DC—FIBER CABLES (MODEL =ASU9325TYP01)
FROM LOWER COUP TO UPPER COVP. HYBRID CABLES
SHALL BE COLOR CODED PER T—MOBILE REQUIREMENTS.
�j ANTENNA SCHEDULE
I SCALE: N.T.S.
ANTENNA SCHEDULE
ANTENNAJUMPER
POSITION
COLOR
CODE
AZIMUTH
(DEG)
CENTER
(FEETSIZE
PROPOSED ANTENNA
MODEL /
ELECTRICAL
DOWNTILT
MECHANICAL
DOWNTILT
COAXAL FEEDER
HYBRID CABLE FEEDER
TECH
EEI.EVATION GUIPMENT
LENGTH
SIZE
LENGTH
A-3
RED 4/YB
0'
140'
ANDREW
TMBXX-8517-A2M
T
0'
--
--
MULTI SECTOR
LE
(SEE NOID TE 10
180'
LTE/AWS
RE) 3/YB
RED 2/YB
RED 1/YB
A-2
RED 2/RB
0
140'
COMMSCOPE
LNX-6515DS-VTM
7
0'
(2) 7/8"
160'
--
--
LTE 7DO
RED 1/RB
M-1
..-
0
140'
ANDREW VHLP8DO-11
T
0'
(1) 1/2"
160'
--
--
MW DISH
FUTURE
MULTI
SECTOR
0'
140'
ANDREW
TMBXX-6517-A2M
r
0'
"'
--
--
--
FUTURE
14W
A-1
RED 4/0W+RW
0
140•
TMBXX-817-A2M
T
IT
--
--
MULTI SECTOR
HYBRID CABLE
(SEE NOTE 10)
160'
GSM/UMTS
RED 3/BW+RW
RED 2/BW+RW
RED 1/0W+RW
9-3
YELLOW 4/YB
120'
140'
7MBXANDREW7-6517
7
IT
--
--
MULTI SECTOR
HYBRID CABLE
(SEE NOTE 10)
160'
LTE/AWS
YELLOW 3/YB
YELLOW 2/Yg
YELLOW 1/Ye
B -z
RED 2/RB
120'
140•
COMMSCOPELNX--G51-VrM
r
o•
(2) 7/6"
160•
--
--
LTE 7D0
RED 1/RIB
FUTURE
127
140,
ANDREW
TMBXX-6517-A2u
7
0
--
--
--
--
FUTURE
--
B-1
YELLOW 4/BW+RW
120'
140'
ANDREWMULTI
TMBXX-6517-A2Y
7
0'
--
--
SECTOR
HYBRID CABLE
(SEE NOTE 10)
160'
GSM/UMTS
YELLOW 3/8W+RW
YELLOW 2/BW+RW
YELLOW I/BW+RW
C-3
BLUE 4/YB
240'
140'
ANDREWMULTI
TMBXX-6317-A2M
7
0'
-`
-•-
SECTOR
HYBRID CABLE
(SEE NOTE 10)
160'
LTE/AWS
BLUE 3/YB
BLUE 2M
BLUE 1/YB
C-2
RE) 2/RB
240'
140'
COMMSCOPE
�-6513DS-
T
0
(2) 7/B'
160'
--
--
LTE 700
RED 1/RB
FUTURE
240
140'
TMBXX DREW 2M
2'
0'
--
--
--
--
FUTURE
C-1
BLUE 4/BW+RW
240
140'
ANDRMULTI
TMBXX-6517-A2M
7
0'
--
--
SECTOR
HYBRID CABLE
(SEE NOTE 10)
180'
GSM/UMTS
BLUE 3/BW+RW
BLUE 2/BW+RW
BLUE 1/BW+RW
COLOR CODING PROVIDE) BY T -MOBILE
1�I1 ( � A. �:..
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
TOWER ENCENEERWG SOLUIiONS
8445 FREEPORT PARKWAY,
SURE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA / 2705 EXP. 12/31/2015
BY:
BR NCH
COMMON/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA. OKLAHOMA 74119
(916) 849-4351
SITE NAME:
WEST LITTLE ROCK
BTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR01217
VO DATE DESCRIPTION
BY
A I 8Z 1 lj 14 PRELIM ISSUE
RRU & COUP KEY
B 9/110iPRELIM ISSUE
NAP
_/14
0 9/11/ 14 CONST ISSUE
ANTENNA
SECTORALPHA
VENDOR
EQUIPMENT
MODEL NO.
EEI.EVATION GUIPMENT
ON.
STATUS
SHEET TITLE:
TOWER ELEVATIONS
NOKIA
RRU
FRIG
140'
(1)
PROPOSED
BETA
NOKIA
RRU
FRIG
140'
(1)
PROPOSED
GAMMA
NOKIA
RRU
FRIG
140'
(1)
PROPOSED
ALPHA
NOKIA
RRU
FRLB
140'
(1)
FUTURE
BETA
NOKIA
RRU
FRLB
140'
(1)
FUTURE
GAMMA
NOKIA
RRU
FRLB
140'
(1)
FUTURE
MULTI
SECTOR
NOKIA
RRU
FXFC
140'
(2)
PROPOSED
MULTI
SEC10R
RAYCAP
COUP
RNSDC-7771-PF-48
14W
(2)
1 PROPOSED
1�I1 ( � A. �:..
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
TOWER ENCENEERWG SOLUIiONS
8445 FREEPORT PARKWAY,
SURE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA / 2705 EXP. 12/31/2015
BY:
BR NCH
COMMON/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA. OKLAHOMA 74119
(916) 849-4351
SITE NAME:
WEST LITTLE ROCK
BTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR01217
VO DATE DESCRIPTION
BY
A I 8Z 1 lj 14 PRELIM ISSUE
JPR
B 9/110iPRELIM ISSUE
NAP
_/14
0 9/11/ 14 CONST ISSUE
NOP
SHEET TITLE:
TOWER ELEVATIONS
SHEET J:
C 3
PROJECT
AR01217
.
O
8Y:
JPR
CKD:
JWM
WAVEGUIDE BRIDGE ISOMETRIC
SCALE: N.T.S.
(1) GPS ANTENNA
(PROVIDED BY Oft
GPS MOUNTING PIF
unTFC.
COORDINATE GPS ANTENNA
LOCATION WITH CONSTRUCTION
MANAGER.
MAINTAIN MINIMUM BEND RADIUS
ON COAX CABLE AT ALL TIMES.
ENSURE LOCATION OF GPS
ANTENNA ALLOWS FOR CLEAR
VIEW OF SOUTHERN HORIZON.
GPS MOUNT TO BE PROVIDED
BY OWNER.
GPS ANTENNA TO BE INSTALLED
BY CONTRACTOR.
GPS ANTENNA DETAIL
"t SCALE: N.T.S.
SEAL VOID BETWEEN
PIPE AND CABLE
3/8"0 COAX CABLE
r) WAVEGUIDE BRIDGE SECTION
It—' SCALE: N.T.S.
AL1 rAtlNII:AIIUN
.GUIDE BRIDGE KR
IPPROVED EQUAL
EZE SUPPORT KIT
COAX CABLES. ATTACH
STAINLESS STEEL
—IN HANGERS
QED GRADE
PSI
RETE PIER
I FGIM
17_X_X-X-C-X
D - LTE 700
B - LTE PCS
L - LTE AWS
P - UMTS PCS
U - UMTS AWS
G - GSM PCS
ACTUATOR NUMBER
ANTENNA NUMBER
SECTOR LETTER
CANDIDATE LETTER
SITE NUMBER
Ln
N N N Lu N N
3 RET ACTUATOR NAMING CONVENTION
SCALE: N.T.S.
T
r -Mobile.
12980 FOSTER. SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
ro+vee ENaIHEERJNG svLunor+s
8445 FREEPORT PARKWAY.
SURE 375
IRVING. TX 75063
PHONE: (972) 635-8238
COA 12705 EXP. 12/31/2015
BR NCH
COMMU/VIC 4 7-l0)V8,LLC
BRANCH COMMUNICATIONS
1515 S BOSTON AVE STE 215
TULSA OKLAHOMA 74119
(918) 949-4551
WEST LITTLE ROCK
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
UTILE ROCK AR 72209
AR012
PE 17784 EXP. 12/31/2014
VO DATE DESCRIPTION
BY
A 8 11 14 PRELIM ISSUE
JPR
B 2Z10/14 PRELJM ISSUE
NDP
0 9 11 14 CONST ISSUE
NDP
SHEET TITLE:
WAVEGUIDE DETAILS
SHEET 0:
PROECT
RC
A1217OCd
:
JPR
JM
Y
PROPOSED T -MOBILE -
10'-0" ICE BRIDGE
PROPOSED T -MOBILE
SSC CABINET
-0-
II
EXISTING 6'x15' CONCRETE I
LEASESTING
AREA PAD WITH B'x1O' 4 H -FRAME
PROPOSED T -MOBILE
i 5'-6" ICE BRIDGE
PROPOSED T -MOBILE PPC II f PROPOSED LOWER
CABINET, RE: E3 I COVP BOX
tl
n EXISTING 151'
II I ATS MONOPOLE
PROPOSED (1) 3" PVC CONDUIT J
FOR POWER FROM POWER POLE
TO T -MOBILE POWER METER ON
UTILITY RACK (IN COMMON x '
TRENCH WITH TELCO). VERIFY
CONDUIT SIZE WITH POWER
COMPANY.
EXISTING ICE
PROPOSED 2" PVC CONDUIT FOR x BRIDGE
FIBER/TELCO FROM SOURCE TO
T -MOBILE UTILITY RACK. VERIFY
.... v
CONDUIT SIZE WITH TELCO COMPANY,
EXISTING x
BY
I
I
WOOD FENCE
B 9 1O 14 PRELIM ISSUE
I
1 r
8. 1
o
T
f
EXISTING 12'-0"
WOOD GATE
PROPOSED RAINTIGHT
EXISTING EQUIPMENT
EMT POWER/TELCO
CONDUITS ANCHORED TO CONCRETE PAD
SIDE OF CONCRETE PAD
I UTILITY ROUTING PLAN
I
EXISTING
11'-5"x20'-0"
SHELTER
f
I
EXISTING
H -FRAME
ao
PROPOSED 2" RAINTIGHT PROPOSED RAINTIGHT
EMT CONDUIT WITH PULL EMT POWER/TELCO
STRING FROM PPC CABINET CONDUITS ANCHORED TO
TO SSC CABINET, RE: 4/E2 SIDE OF CONCRETE PAD
EXISTING I I
BUILDING
fl
fl
I PROPOSED T -MOBILE I
I I PPC CABINET, RE: E3 • ' J
II
II
x I
oom °
II -
----�
rj ENLARGED UTILITY ROUTING PLAN
L SCALE: N.T.S.
SSC
Conduit Layout
New NODE 8 if RI1U'5
Call Go On The Tower
Telco Conduit
DC Power Corduil
AG Power COndtat
syyu,l CW
ej SSC CONDUIT LAYOUT
%J SCALE: N.T.S.
w=_T 17111111111
w
PROPOSED
SSC CABINET
T • •Mobile•
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
4�a o6j)
TOWER ENGINONS
8445 FREEPORr PARKWAY.
SUITE 375
IRVING, Tx 75063
PHONE: (972) 635-8238
GOA / 2705 EXP. 12/31/2015
PRODUCED BY:
COMMUN/CA77ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE SIE 215
VISA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
WEST LITTLE ROCK
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR01217:•�niw-,.,._ 11
t t
LICEN
PROFESS a
ENGI
N o. 7784{{,
R�►► t
PE j 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
BY
A g 11 14 PRELIM ISSUE
JPR
B 9 1O 14 PRELIM ISSUE
NDP
0 9 11 14 CONST ISSUE
NDP
SHEET TITLE:
UTILITY PLAN 8r, CONDUIT
LAYOUT DIAGRAM
SHEET R1
E 1PR
PROJ
ARC 1217
.
O
CJWM
mid
nm
.1 ONE LINE DIAGRAM
I SCALE: N.T.S.
CONCRETE PAD
(SHOWN) OR
PLATFORM
RIGID STEEL
CONDUIT
PVC SCHEDULE 40 SIZE
AS SHOWN ON LAYOUTS
CONDUIT DETAIL
,l *-J SCALE: N.T.S.
LIQUID TIGHT FLEXIBLE
CONDUIT (IF REQUIRED)
CONDUIT BODY
R=24" MIN.
*DETAIL PROVIDED BY OWNER*
2'-0"
TRENCH
FINISHED GRADE
UNDISTURBED SOIL
COMPACTED BACKFILL PER
EARTHWORK SPECIFICATIONS
UTIUTY WARNING TAPE,
12' MIN. DEPTH
1 I• - 1 I_ 3' PVC ELECTRICAL CONDUIT.
COORDINATE SIZE AND
2" PVC TELCO CONDUIT. INSTALLATION WITH POWER
COORDINATE INSTALLATION 1'-0" COMPANY
WITH TELEPHONE COMPANY MIN. OR
AS REQUIRED
BY POWER
COMPANY
2 TRENCH DETAIL
SCALE: N.T.S.
PROPOSED 2' RAINTIGHT
EMT ANCHORED TO SIDE
OF CONCRETE PAD WITH
A DOUBLE PIPE CLAMP n D
ABOVE GRADE .�
MAR -71-m-71 oA
r
•-r i it i e
A CONDUIT ATTACHMENT DETAIL
'r SCALE: N.T.S.
5
T • -Mobile.
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
ES�
TOWER ENGINIONS
8445 FREEPORT PARKWAY,
SUITE 375
IRVINC. TX 75063
PHONE: (972) 635-8238
COA 0 2705 EXP. 12/31/2015
COAT" /N/CAT/ONS,LLC
BRANCH COMMUNICAMONS
1516 S BOSTON AVE STE 215
TULSA, OKIAHOMA 74119
(918) 949-4551
SITE NAME:
WEST LITTLE ROCK
BTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR01 � zaT� aF
R 4 ! -
$Jq No. 7784
}+
PE / 7784 EXP. 12/31/2014
VO DATE DESCRIPTION
BY
FROM POWER SOURCE
(3) #3/0, (1) #6G, 2" CONDUIT
M
NDP
(120/24OV, 10, 3W).
NDP
(3) #3/0 2" CONDUIT
I200A
METER TO BE FURNISHED
SHEET TITLE:
ELECTRICAL
DETAILS
BY UTILITY COMPANY AND
I
PROSECT
AR01217
INSTALLED BY CONTRACTOR
#2 INSULATED COPPER I
cJWM
I �
FUSIBLE SAFETY SWITCH 2O0A, 2P,
GROUND WIRE
S/N TO BE FURNISHED BY
PIONEER CELLULAR AND INSTALLED
BY CONTRACTOR
-
— J
(3) #3/0, (1) #6G, 2" CONDUIT
250A GENERATOR RECEPTACLE
- 200A PPC, TO BE FURNISHED BY
(FURNISHED WITH PPC)
PIONEER CELLULAR AND INSTALLED
BY CONTRACTOR
—
F
NOTES:
I
I
1. ALL ELECTRICAL WORK SHALL CONFORM
TO REQUIREMENTS OF THE NATIONAL
ELECTRICAL CODE AS A MINIMUM
STANDARD.
I
2. ALL ABOVE GROUND CONDUIT SHALL BE
RIGID GALVANIZED STEEL (RGS) UNLESS
I
OTHERWISE INDICTED.
3. ALL UNDERGROUND CONDUIT SHALL BE
1
SCH. 40 PVC UNLESS OTHERWISE
I
INDICATED OR AS REQUIRED BE LOCAL
L—
J
UTILITY COMPANY, ALL UNDERGROUND
_
—
— —
ELBOWS SHALL BE SWEEPING BENDS.
.1 ONE LINE DIAGRAM
I SCALE: N.T.S.
CONCRETE PAD
(SHOWN) OR
PLATFORM
RIGID STEEL
CONDUIT
PVC SCHEDULE 40 SIZE
AS SHOWN ON LAYOUTS
CONDUIT DETAIL
,l *-J SCALE: N.T.S.
LIQUID TIGHT FLEXIBLE
CONDUIT (IF REQUIRED)
CONDUIT BODY
R=24" MIN.
*DETAIL PROVIDED BY OWNER*
2'-0"
TRENCH
FINISHED GRADE
UNDISTURBED SOIL
COMPACTED BACKFILL PER
EARTHWORK SPECIFICATIONS
UTIUTY WARNING TAPE,
12' MIN. DEPTH
1 I• - 1 I_ 3' PVC ELECTRICAL CONDUIT.
COORDINATE SIZE AND
2" PVC TELCO CONDUIT. INSTALLATION WITH POWER
COORDINATE INSTALLATION 1'-0" COMPANY
WITH TELEPHONE COMPANY MIN. OR
AS REQUIRED
BY POWER
COMPANY
2 TRENCH DETAIL
SCALE: N.T.S.
PROPOSED 2' RAINTIGHT
EMT ANCHORED TO SIDE
OF CONCRETE PAD WITH
A DOUBLE PIPE CLAMP n D
ABOVE GRADE .�
MAR -71-m-71 oA
r
•-r i it i e
A CONDUIT ATTACHMENT DETAIL
'r SCALE: N.T.S.
5
T • -Mobile.
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
ES�
TOWER ENGINIONS
8445 FREEPORT PARKWAY,
SUITE 375
IRVINC. TX 75063
PHONE: (972) 635-8238
COA 0 2705 EXP. 12/31/2015
COAT" /N/CAT/ONS,LLC
BRANCH COMMUNICAMONS
1516 S BOSTON AVE STE 215
TULSA, OKIAHOMA 74119
(918) 949-4551
SITE NAME:
WEST LITTLE ROCK
BTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR01 � zaT� aF
R 4 ! -
$Jq No. 7784
}+
PE / 7784 EXP. 12/31/2014
VO DATE DESCRIPTION
BY
A 8 11/14 PRELIM ISSUE
JPR
B 9/10/14 PRELIM ISSUE
NDP
0 9/1 1 14 CONST ISSUE
NDP
SHEET TITLE:
ELECTRICAL
DETAILS
SHEET
E2
PROSECT
AR01217
0
PR
cJWM
0
i
PROPOSED —
SSC CABINET
1 5/8' GALVANIZED UNI—STRUT
3" GALVANIZED PIPE •— ---
FURNISH
FURNISH AND INSTALL #2 —
THHN CU GROUND WIRE
FROM GROUND LOOP TO
TELCO GROUND BAR IN PPC
4 EQUIPMENT GROUNDING RISER DIAGRAM
I SCALE: N.T.S.
TO ANTENNA
CONNECTOR TO
JUMPER OR ANTENNA
O
COAX CABLE
0
GROUNDING CLAMP KR
B 9,/10/14 PRELIM ISSUE
INSTALLATION OF BUTYL do
0 9,/l 1 14 CONST ISSUE
TAPE PER MANUF. SPEC'S
TERMINATION GROUND BAR
FURNISH AND INSTALL #2 THHN CU
#6 AWG GROUNDING CONDUCTOR
TO GROUND BUSS BAR
TO CABINET
SHEET /:
G3
PROJECT
AR01217
=
p
GROUND WIRE WEATHER SEALED IN
CKD:
JWM
RIGID CONDUIT FROM PPC GROUNDING
J
FURNISH AND INSTALL 2/0 INSULATED
ELECTRODE CONDUCTOR TERMINAL TO
I II
GROUND WIRE FROM GROUND LOOP TO
GROUND LOOP A
MASTER GROUND BARS
BOND WAVEGUIDE BRIDGE SUPPORT POSTS TO
CU G OUNSOLID D WIRE NNED �I
I X12 BARE SOLID I
I (
GROUND O
WELD CONNECTION
CUGROUNDWIRE CADLDN�
TINNED CU
GROUND WIRE V
_
BOND TO EXISTING CONDUCTOR WITH b2
BARE SOLD TINNED CU GROUND WIRE
FURNISH AND INSTALL
FURNISH AND INSTALL • —
#2 BARE SOLID TINNED
2/0 INSULATED PIGTAIL
CU GROUND WIRE
(1) PER CABINET
4 EQUIPMENT GROUNDING RISER DIAGRAM
I SCALE: N.T.S.
TO ANTENNA
CONNECTOR TO
JUMPER OR ANTENNA
O
COAX CABLE
0
GROUNDING CLAMP KR
B 9,/10/14 PRELIM ISSUE
INSTALLATION OF BUTYL do
0 9,/l 1 14 CONST ISSUE
TAPE PER MANUF. SPEC'S
PROVIDED IN GROUND KITS
#6 AWG GROUNDING CONDUCTOR
TO GROUND BUSS BAR
TO CABINET
SHEET /:
G3
CONNECTION OF CABLE
GROUND KIT TO ANTENNA CABLE
L SCALE: N.T.S.
J6 AWG FROM ANTENNA
MOUNTS AND EQUIPMENT
GROUNDING (RE: 1/G2
FOR QTY)
.. , . LUG,
I
I TO SPRAY GROUND
BAR WITH COLD GALVANIZE ONCE
ALL CONNECTIONS ARE COMPLETED
0 GROUND BAR DETAIL
"J SCALE: N.T.S.
GROUNDED
m
i
(2) 16 AWG INSULATED
STRANDED COPPER FOR HOME
RUN TO GROUND BUSS BAR 1
C-2
C-3
A ANTENNA GROUNDING PLAN
`T SCALE: N.T.S.
' %-,F B-2
j /6 AWG INSULATED
STRANDED COPPER
0FOR EQUIPMENT
GROUNDING, TYP.
FUTURE
B-1
WN
TRUE NORTH
(0.5W E)
MAG
T • •Mobile•
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
7QWFR ENGINEERING SOLUTIONS
8445 FREEPORT PARKWAY,
SUITE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA % 2705 EXP. 12/31/2015
BR NCH
COMMU/VICA 770AA9 L L C
BRANCH COMMUNICATKINS
1516 S BOSTON AVE SIE 215
TULSk OKLAHOMA 74119
(918) 949-4551
WEST LITTLE ROCK
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
1� No. 7784
nn
PE j 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
BY
A 8 11 14 PREUM ISSUE
JPR
B 9,/10/14 PRELIM ISSUE
NDP
0 9,/l 1 14 CONST ISSUE
NDP
SHEET TIRE:
GROUNDING DETAILS
SHEET /:
G3
PROJECT
AR01217
=
p
BY:
JPR
CKD:
JWM
o■
E➢ ■
RIGID LB
2" RIGID i
BELOW GF
SOURCE
3' GALVANIZED RIGID PIPE
1-5/8' GALVANIZED
UNI -STRUT
PROPOSED METER
2" RIGID POWER CONDUIT/PVC I
BELOW GRADE TO POWER SOURCE
0 0 1" RIGID CONDUIT ABOVE0 0
GRADE/PVC BELOW GRADE FOR
(2) #2 THHN GRD LEADS
2" RIGID CONDUIT/PVC –
BELOW GRADE TO POWER
SOURCE
2- RAINTIGHT EMT POWER/TELCO
CONDUIT ANCHORED TO SIDE OF
CONCRETE PAD TO SSC CABINET I
T \ '
6'-0"
PLAN VIEW
PROPOSED GPS ANTENNA,
FIELD VERIFY ACTUAL LOCATION
WAVEGUIDE COVER
NEW T–MOBILE LED FLOOD LIGHT
W/ MANUAL TIMER SWITCH
INSTALLED 8'-0" ABOVE PAD
T–MOBILE SUPPLIED RECEPTACLE
1" RIGID CONDUIT ABOVE
GRADE/PVC BELOW GRADE
FOR (2) #2 THHN GRD
LEADS
1" RIGID CONDUIT ABOVE GRADE/PVC
BELOW GRADE FOR (2) #2 THHN
GRD LEADS
2" RIGID CONDUIT ABOVE
GRADE/PVC BELOW GRADE FOR
PPC TO TELCO/POWER DEMARC
2- RAINTIGHT EMT TELCO/POWER
CONDUIT ANCHORED TO SIDE OF
CONCRETE PAD TO SSC CABINET
PROPOSED DISCONNECT, FlELD
VERIFY ACTUAL LOCATION
PROPOSED GPS ANTENNA,
FIELD VERIFY ACTUAL LOCATION
PROPOSED ICE BRIDGE
i NEW T–MOBILE LED FLOOD LIGHT
I WITH MANUAL TIMER SWITCH
INSTALLED 8'-0" ABOVE PAD
T–MOBILE SUPPLIED RECEPTACLE
1" RIGID CONDUIT ABOVE GRADE/PVC
I GBELOW RD GRADE FOR (2) #2 THHN
WAVEGUIDE COVER -
NEW T–MOBILE LED FLOOD —
LIGHT W/ MANUAL TIMER SWITCH
INSTALLED 8'-0" ABOVE PAD
PPC CABINET
(2) 2' RIGID CONDUIT ABOVE –
GRADE/PVC BELOW GRADE FOR
PPC TO TELCO/POWER DEMARC
FINISH GRADE
PROPOSED GPS ANTENNA,
FIELD VERIFY ACTUAL LOCATION
f 1-5/8" GALVANIZED
UNI–STRUT
PROPOSED DISCONNECT,
FIELD VERIFY ACTUAL
❑O LOCATION
0
I
PROPOSED METER °e
1'-3'
'}`-- FRONT VIEW SIDE VIEW
PPC H -FRAME DETAILS
SCALE: N.T.S.
VENDOR:
•Mobile -
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
TOWER EN"EERING SOLVnONS
8445 FREEPORT PARKWAY,
SURE 375
IRVING, TX 75063
PHONE: (972) 635-8238
CdA / 2705 EXP. 12/31/2015
BR NCH
COMMUN/CAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA. OKLAHOMA 74119
(918) 949-4551
I WEST LITTLE ROCK
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER: - sr
.4 LICE SE
SE
PRGFESS� ml
ENGI E
No 7784 4 I�
PE / 7784 EXP. 12/31/2014
VO) DATE DESCRIPTION
BY
A 8J 11 14 PRELIM ISSUE
JPR
B 9 1p 14 PRELIM ISSUE
NDP
0 9 11 14 CONST ISSUE
NDP
SHEET TITLE:
PPC H -FRAME DETAILS
SHEET
PROJECT :
ARD1217
OE
JPR JWM
EXISTING CONCRETE PAD GROUND
RING, RE: 1/G3
PROPOSED
TOWER GROUND
BAR, RE: 3/G3
1
t] 4 COMPOUND GROUNDING PLAN
1
#2 AWG BARE SOLID
TINNED COPPER CABLE
TO GROUNDING SYSTEM
FOR ICE BRIDGE POSTS
(TYP.), RE: 2/G2
(1) #2 SOLID TINNED
COPPER PIGTAIL FOR
PROPOSED CABINET
OUND
I -MOBILE
J
EXISTING TOWER
GROUND RING
TRUE NORTH
(0.59' E)
MAG
GROUNDING LEULNU:
SYMBOL
DESCRIPTION
A
EYOTHERMIC WELD (CADWELD)
- - - -
#2 AWG BCW
■
MECHANICAL CONNECTION
-"-"-
/2 STRANDED INSULATED
(FROM EQUIPMENT TO MGB)
®
GROUND TEST WELL AT GROUND ROD
-' -
CHAIN LINK FENCE
:
0
5/8"x8'-0" COPPER CLAD GROUND ROD
cKD:
JWM
AT 15'-0" MAX. SPACING, PER CM
VENDOR:
T • -Mobile.
12980 FOSTER, SUITE 200
OVERLAND PARK, KS 66213
PRODUCED BY:
Au
TOWER ENCINEERMG SOLiIIIDNS
8445 FREEPORT PARKWAY,
SUITE 375
IRVING. TX 75063
PHONE: (972) 835-8238
COA / 2705 EXP. 12/31/2015
PRODUCED BY:
BR NCH
COMML //V /CA 770NS, L L C
BRANCH COMMUNICATKINS
1518 S BOSTON AVE STE 215
M-Sk OKWOM 74119
(918) 949-4551
NO DATE DESCRIPTION
BY
SITE NAME:
WEST LITTLE ROCK
B 9/1 14 PRELIM ISSUE
NDP
❑ 9/11/14 CONST ISSUE
BTS NUMBER:
AR01217
SITE ADDRESS:
8126 SCOTT HAMILTON
I
Lrrn-E ROCK AR 72209
SHEET P:
G 1!JPRI-
PROJECT NUMBER: „�z¢
:
0
BY:
cKD:
JWM
r
t
LIC
i PROPELS
R EN' E
* *
778
N�o.
J
Rc-zv
PE 1 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
BY
A 8Z 11 14 PRELIM ISSUE
JPR
B 9/1 14 PRELIM ISSUE
NDP
❑ 9/11/14 CONST ISSUE
NDP
::r---1
I
IEET&EMPOUND
GROUNDING PLAN
SHEET P:
G 1!JPRI-
IPROJECT j:
AR❑,217
:
0
BY:
cKD:
JWM
ANTENNA 1 ANTENNA 2 ANTENNA 3
ANTENNA MOUNT
(TYP-)ANTENNA (TYP.)
A TOWER GROUNDING RISER DETAIL
I SCALE: N.T.S.
GROUND#2 AWG TSBC li -
TYPE PT TYPE HS TYPE YA-2 TYPE VS
FI -EX •
SLEEVE
FINISHED GRADE
-VPE GT TYPE VS TYPE 2-YA-2
"-�-rr n=n—i ai-lr�lr•�rlr : 1 � � .
-H=Ir-TI=.1 Ill�ll =1f --I
i= Ir=f1= Ii=11=iT
-- TO MAIN GROUND RING
--) STUB UP DETAIL
G SCALE: N.T.S.
1 �Qw 1 } i..
TYPICAL•D
0 SCALE: N.T.S.
T-129. -IVl�bile-
80 FOSTER, SUfiE 200
OVERLAND PARK, KS 66213
TOWER ENCINEENNG SOLUTIONS
6445 FREEPORT PARKWAY.
SUITE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA j 2705 EXP. 12/31/2015
BY:
BR NCH
COMMUN/CA770NS,LLC
BRANCH COMMUNICATIONS
1516 5 BOSTON AVE SIE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
WEST LITTLE ROCK
BTS NUMBER:
AR01217
SrTE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR017
o. 77 4YE
Rrs► l� l
PE 111 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
BY
RRU
RRU _
(
NDP
0 9/11/14 CONST ISSUE
I
TOWER TOP COVP BOX
CABLE GROUNDING
=
rr
1 I I COLLECTOR BUS BAR
(GROUNDED TO TOP
KIT, RE: 2/133 (TYP.)
SHEET �:
G Z
PROJECT
AR01217
:
O
PR
CKD
OF TOWER).
n HYBRID CABLE (TYP.)I
L_L� I
J I COLLECTOR BUS BAR
—
117- — -- _-T
J (GROUNDED TO MID
POINT OF TOWER FOR
f
TOWERS OVER 200').
COVP BOX AT
WAVEGUIDE BRIDGE
METAL CABINETS SUCH
AS POWER, TELCO,
-- — — — —
DISTRIBUTION PANEL,
WAVEGUIDE BRIDGE
BUSS BAR MOUNTED -
WITH INSULATORS AT
SUPPORTS, EQUIPMENT
BASE OF TOWER r
SUPPORT, PLATFORM,
I
ETC.
MODULAR
— INTERNAL EQUIPMENT
r •• '
—
CELL
GROUND BUS BAR
I
CABINET
I
WAVEGUIDE BRIDGE
"-
1
"""
SUPPLEMENTARY
GROUND BUS BAR I
INET FRAM
GROUND WIRE
MOUNTED AT
I
I
WAVEGUIDE BRIDGE I
i
- CADWELD (TYP.)
= MAIN GROUND RING
I
A TOWER GROUNDING RISER DETAIL
I SCALE: N.T.S.
GROUND#2 AWG TSBC li -
TYPE PT TYPE HS TYPE YA-2 TYPE VS
FI -EX •
SLEEVE
FINISHED GRADE
-VPE GT TYPE VS TYPE 2-YA-2
"-�-rr n=n—i ai-lr�lr•�rlr : 1 � � .
-H=Ir-TI=.1 Ill�ll =1f --I
i= Ir=f1= Ii=11=iT
-- TO MAIN GROUND RING
--) STUB UP DETAIL
G SCALE: N.T.S.
1 �Qw 1 } i..
TYPICAL•D
0 SCALE: N.T.S.
T-129. -IVl�bile-
80 FOSTER, SUfiE 200
OVERLAND PARK, KS 66213
TOWER ENCINEENNG SOLUTIONS
6445 FREEPORT PARKWAY.
SUITE 375
IRVING, TX 75063
PHONE: (972) 635-8238
COA j 2705 EXP. 12/31/2015
BY:
BR NCH
COMMUN/CA770NS,LLC
BRANCH COMMUNICATIONS
1516 5 BOSTON AVE SIE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
WEST LITTLE ROCK
BTS NUMBER:
AR01217
SrTE ADDRESS:
8126 SCOTT HAMILTON
LITTLE ROCK AR 72209
PROJECT NUMBER:
AR017
o. 77 4YE
Rrs► l� l
PE 111 7784 EXP. 12/31/2014
NO DATE DESCRIPTION
BY
A 6171 14 PRELIM ISSUE
JPR
B J 9/10/14 PRELIM ISSUE
NDP
0 9/11/14 CONST ISSUE
NDA
SHEET TITLE:
GROUNDING DETAILS
SHEET �:
G Z
PROJECT
AR01217
:
O
PR
CKD