HomeMy WebLinkAboutZ-5574-C Maps T -MOBILE SITE NUMBER: AR01215A @►�
a : UNICA110I�5
Mob 1
T -MOBILE SITE NAME: WEST LITTLE ROCK ��> as
ATC SITE NUMBER: 418812 ..° No. 2921
i e
ATC SITE NAME:
METHODIST CHILDREN'S HOME ®°°°o'�9KANS
°°
12980 FOSTER, SUITE 200, OVERLAND PARK, KS 66213
SITE ADDRESS: 2194 S FILLMORE ST ®B4788004nfl9°�°
LITTLE ROCK AR 72204
NEW EQUIPMENT AND ANTENNAS ON: EXISTING 150' MONOPOLE
SITE INFORMATION °° s pie Searcy_ a' '. I 1( a ISI '"'$`r _ DRAWING INDEX
Da"danella — 19th..S7 _ _ ^. . —I 11 —�
SITE TYPE: MONOPOLE µ°r*slta� A N s
SITE NAME: a s f. NO DESCRIPTION
I� �.
WEST LITTLE ROCK Conway MI ChaTIBs gU2ggY �,�'e � T7 TITLE SHEET
Des Aro !� L� GN1 GENERAL NOTES
SITE NUMBER: AR01215A AR -01215 AR -01215
U N I T E 34•7325°N92•33074p W 34.73253°NYW�
GN2 GENERAL NOTES
SITE ADDRESS: 2194 S FILLMORE ST 3G'iiC1 She
LITTLE ROCK, AR 72204 larril `k.CkSfrrMe ° Rt C1 OVERALL AND ENLARGED SITE PLANS
btSi j,pnp(a 0lV ells
COUNTY: PULASKI COUNTY Rock Clarendon° C2 ANTENNA ORIENTATION, MOUNT AND SCHEDULE
JURISDICTION: CITY OF LITTLE ROCK C3 ANTENNA SCHEDULE
OCCUPANCY TYPE: UNMANNED �Spdn9s n1Qn r °StuHpart Me C4 WAVEGUIDE DETAILS
}i. Rock S1 CONCRETE PAD DETAILS
A.D.A. COMPLIANCE:
FACILITY IS UNMANNED AND NOT FOR � �
HUMAN HABITATION. p it lvern o i iI • J7 E1 UTILITY PLAN AND CONDUIT LAYOUT DIAGRAM
APPLICANT: T—MOBILED I —� E2 ELECTRICAL DETAILS
12980 FOSTER ST Lane Bull 11S � — E3 PPC H—FRAME DETAILS
OVERLAND PARK, KS 66213 I
877-878-7326 A&,xdvIphiaIE �1
E4 ANTENNA ONE—LINE DIAGRAM
SITE COORDINATES (NAD 83): W 25th.St^ G1 COMPOUND GROUNDING PLAN
LATITUDE: N. 34.73253
Rlson
LONGITUDE: W. —92.33874 star City G2 GROUNDING DETAILS
° � I
GROUND ELEVATION: 320' (AMSC) aDumas I i G3 GROUNDING DETAILS
O PROPERTY OWNER: VICINITY MAP N.T.S. LOCATION MAP N.T.S.
" METHODIST CHILDREN'S HOME e '•."R nom-- �— ^�
501-661-0720
TOWER OWNER ci DRIVING DIRECTIONS
:� •��`-on'%NICF Permit.
ATC116 HUNTINGTON AVE 11TH FLOOR DEPART LITTLE ROCK NATIONAL AIRPORT EXIT ROAD NAME CHANGES TO ANNIE M BANKHEAO OR [BANKHEAD OR] 0.3 MI, TAKE RAMP J� %
Z BONSTON, MA. 02116 (RIGHT) ONTO 1-4402.3 MI, 1-30 / DOWNTOWN HOT SPRINGS / TEXARKANA AT EXIT 138A, TAKE RAMP (RIGHT) ONTO 1-30 [US -167]1.3 = _
877-518-6937 Mt, 1--30 E / US -167 N / US -65 N / DOWNTOWN AT EXIT 139 B, TAKE RAMP (RIGHT) ONTO 1-630 5.0 MI, 1-630 AT EXIT 58, TAKE
" SITE NAME: METHODIST CHILDREN'S HOME RAMP (RIGHT) ONTO S UNIVERSITY AVE 0.5 MI, SOUTH UNIVERSITY AVENUE TURN LEFT (EAST) ONTO W 12TH ST 0.2 MI, TURN RIGHT
9 SITE NUMBER: 418812 (SOUTH) ONTO S PIERCE ST 0.5 MI, TURN RIGHT (WEST) ONTO W CHARLES BUSSEY AVE 43 YDS, TURN LEFT (SOUTH) ONTO LOCAL
E ROAD(S) 0.1 MI, ARRIVE AR -01215. �� PLt�i': �O 1 '
MANAGED BY:
EMILY COVER
PHONE: 781-926-4982
A&E DRAWING REVIEW ONE CALL NUMBER: CODE COMPLIANCE
�- DESIGNER:
S BRANCH COMMUNICATIONS, LLC CALL ARKANSAS
N 1516 SOUTH BOSTON AVE. STE 215 TITLE: SIGNATURE: DATE: ONE CALL 811 ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
" TULSA, OK. 74119
CONTACT. JAMES W MCCOY PROPERTY OWNER: 8OO 482-8998 ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
PHONE: (916) 261-1875 _ ( � CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
m T—MOBILE CONSTRUCTION MGR: � CALL 3 WORKING DAYS NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT
ARCHITECT/ENGINEER: ZONING APPROVAL: BEFORE YOU DIG! WORK NOT CONFORMING TO THESE CODES.
SPECIALTY TELECOMMUNICATIONS SERVICES, LLC BUILDING/DWELLING CODE: IBC 2009
PROFESSIONAL ENGINEERS AND CONSULTANTS RF ENGINEER:
0 13431 N. BROADWAY. STE 120 d—
OKLAHOMA CITY, OK. 73114 SITE ACQUISITION: STRUCTURAL CODE: IBC 2009
CONTACT: JOHN COOK STATUS CODE: I PLUMBING CODE: IPC 2009
PHONE: (405) 753-7167 DO NOT SCALE DRAWINGS
1 ACCEPTED—WTTt{ OR NO COMMENTS, CONSTRUCTION MAY PROCEED
TELEPHONE COMPANY: POWER COMPANY: MECHANICAL CODE: IMC 2009
AT&T ENTERGY 2 NOT ACCEPTED—RESOLVE COMMENTS AND RESUBMIT CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
a AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY ELECTRIC CODE: NEC 2011
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS N AND DDOUMAvrHoRrZENT THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
THE CONTRACTOR TO PROCEED HE THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS NFOA 101
ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. FIRE/LIFE SAFELY CODE: IBC 2009, IFC 2009,
OR MODIFICATIONS.
VENDOR:
1. r nMobileu
7668 WARREN PKY, STE 100
FRISCO, TX 75034
SPECIALTY TELECOMMUNICATIONS
SERJICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CRY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA., OKLAHOMA 74119
(918) 949-4551
SITE NAME:
'WEST LITTLE ROCK
3TS NUMBER:
AR01215A
:SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
(PROJECT NUMBER:
AR01215A
ENGINEER:
'off SSn�p _
`i ARKANSAS
rte
c E r
t I-PFj�QF S� PSL S
e EN *I**ER ,1�
No. 16564
R�8,16
PE #16564 MXP 12/31/17
IVO
DATE DESCRIPTION
A 10/24/14[ PRELIM ISSUE
B
3/3/15 PRELIM ISSUE
PRELIM ISSUE
PRELIM ISSUE
PRELIM ISSUE
M41/7
JB
PRELIM ISSUE
0
4 8 15 CONST ISSUE
9/13 15 CONSTISSUE
2
5 18 16 CONST ISSUE
:SHEET TITLE:
TITLE SHEET
SHEET #:
1
PROJECT #:
AR01215A
-
L
13Y:
non
CKD:
JWM
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 MY 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.
a 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/EIA — 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 (AISC)
• 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 WORT{ 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 REQUIRED, 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 FOOT, 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 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.
T } -Mobil
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
Sf.IJ
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMUN/CAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
'WEST LITTLE ROCK
IBTS NUMBER:
AR01215A
:SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
ENGINEER:
9T A� ,, a
ARKANSAS •
r LtcE� SE
] �I�C�>�E�ssf AL
ENGIN ER Ir
No. 16564
h'IW R
PE #16564 EXP 12/31/17
NO
DATE DESCRIPTION
BY
A
10 24 14 PRELIM ISSUE
NDP
B
3,/3/15 PRELIM ISSUE
JWM
C
3/10/15 PRELIM ISSUE
JWM
D
3/17/15 PRELIM ISSUE
JWM
E
3/30 15 PRELIM ISSUE
JWM
F
4 7 15 PRELIM ISSUE
JWM
0
4/8/15 CONST ISSUE
JWM
1
9 13 15 1 CONST ISSUE
JWM
2
5/18/16 CONST ISSUE
JWM
BEET TITLE:
GENERAL NOTES
SHEET
GN1B�nCJWM
PROJECT ►:
AR01215A
2
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.
2. FAA - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 70/7460-IH,BS
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.
3.3
INSTALLATION
A -1q72 4f 14 PRELIM ISSUE
6. UL - UNDERWRITER'S LABORATORIES APPROVED ELECTRICAL PRODUCTS.
A.
CLEAR EXCESS SPOILS, IF ANY, FROM JOB SITE AND DO NOT SPREAD BEYOND THE
C 3/10/15 PRELIM ISSUE
7. IN ALL CASES, PART 77 OR THE FAA RULES AND PARTS 17 AND 22 OF THE
D 3/17/15 PRELIM ISSUE
LIMITS OF THE OWNERS LEASE PROPERTY UNLESS AUTHORIZED BY PROJECT
E 3/30/15 PRELIM ISSUE
FCC RULES ARE APPLICABLE AND IN THE EVENT OF CONFLICT, SUPERSEDE ANY
F 4/7/15 PRELIM ISSUE
MANAGER, IN WRITING.
0 4 8 15 CONST ISSUE
OTHER STANDARDS OD SPECIFICATIONS.
B.
THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND TO LEASE
2 5 1$ 16 CONST ISSUE
JWM
:SHEET TITLE:
GENERAL NOTES
LINE.
PROJECT
AR01215A
8. 1990 LIFE SAFETY CODE NFPA - 101
3.4
FIELD QUALITY CONTROL
3.3
INSTALLATION
A.
COMPACTION SHALL BE 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM
A.
THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO
D-1557 FOR SITE WORK AND 95% UNDER PLATFORM AREA. SETTLEMENT WILL BE
FOUNDATION CONSTRUCTION.
EXCAVATED AND REFILLED AT CONTRACTOR'S EXPENSE.
B.
AVOID CREATING DEPRESSIONS WHERE WATER MAY POND.
C.
THE CONTRACT INCLUDES ALL NECESSARY GRADING, BANKING, DITCHING AND
3.5
QUALITY ASSURANCE
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
A.
ALL STEEL MATERIALS UTILIZED IN CONJUNCTION WITH THIS SPECIFICATION WILL BE
IN SCOPE UNLESS OTHERWISE NOTED.
GALVANIZED OR STAINLESS STEEL. WEIGHT OF ZINC COATING ON THE FABRIC SHALL
D.
WHEN APPROVING A EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO
NOT BE LESS THAN 12 OUNCES PER SQUARE FOOT OF MATERIAL COVERED. POSTS
REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL
SHALL BE HOT -DIPPED IN GRADE E ZINC, 1.8 OUNCES PER SQUARE FOOT.
E.
OR STONE.
PLACE FILL OR STONE IN 6 INCH MAXIMUM LIFTS AND COMPACT BEFORE PLACING
NEXT LIFT.
3.6
APPLICABLE STANDARDS
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
A.
ASTM -A120 SPECIFICATION FOR PIPE, STEEL BLACK AND HOT -DIPPED ZINC COATED
G.
INDICATED.
RIP RAP SHALL APPLIED THE SIDES SLOPES OF ALL FENCED SITE AREAS,
(GALVANIZED) WELDED AND SEAMLESS FOR ORDINARY USES.
T
PARKING ARES AND TO ALL OTHER SLOPES GREATER THAN 2
N
B.
ASTM -123 ZINC (HOT -DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS.
H.
RIP RAP SHALL BE APPLIED TO THE SIDES OF SIDES OF DITCHES05 DRAINAGE
C.
ASTM -A153 STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND
SWALES AS INDICATED ON PLANS.
STEEL HARDWARE.
I.
RIP RAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS.
D.
ASTM -A392 SPECIFICATION FOR ZINK-COATED STEEL CHAIN LINK FENCE FABRIC.
J.
SEED, FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED
E.
ASTM -A491 SPECIFICATION FOR ALUMINUM -COATED CHAIN LINK FENCE FABRIC.
AREAS AND DITCHES, DRAINAGE. SWALES, NOT OTHERWISE RIP -RAPPED.
F.
ASTM -A525 STANDARD SPECIFICATION FOR STEEL SHEET ZINC COATED (GALVANIZED)
K.
UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES OR CULVERTS BE PLACED SO
BY THE HOT -DIPPED PROCESS.
THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT
G.
ASTMOA570 SPECIFICATION FOR HOT -ROLLED CARBON STEEL SHEET AND STRIP
TO SITE. IF OWNER DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ADVISE
STRUCTURAL QUALITY.
THE OWNER IMMEDIATELY, IN WRITING.
H.
ASTM -A585 SPECIFICATION FOR ALUMINUM COATED STEEL BARBED WIRE.
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
EXCAVATE POST HOLES WITH MECHANICAL AUGER EQUIPMENT. EXCAVATE POST HOLES
WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE.
PER
CONSTRUCTION DOCUMENTS. CONFIRM PROPER DEPTH AND DIAMETER OF POST
M.
SEED AND FERTILIZER SHALL BE APPLIED TO SURFACE CONDITIONS WHICH WILL
HOLE
EXCAVATIONS.
ENCOURAGE ROOTING. RAKE AREAS TO BE SEEDED TO EVEN THE SURFACE AND
LOOSEN THE SOIL.
SPECIAL
CONSTRUCTION TOWER & ANTENNA
"
SPRODUCERO DIRECTIONS IN TWICE THE QUANTITY RECOMMENDED BY THE
SEED
INSTALLATION
0.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROWTH OF SEEDED AND
F
LANDSCAPED AREAS BY WATERING UP TO THE POINT OF RELEASE FROM THE
CONTRACT. CONTINUE TO REWORK BARE AREAS UNTIL COMPLETE COVERAGE IS
1.1
WORK INCLUDED
OBTAINED.
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- 223700TBD 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.
f 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. EIA - ELECTRONIC INDUSTRIES ASSOCIATION TIA-EIA-222-G. STRUCTURAL
STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES.
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.
• Mobil
7668 WARREN PKY, STE 100
FRISCO, TX 75034
WCED BY:
a
SPEC6ALTY TELECOMMUNICATIONS
SERJICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CRY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMU/V/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
'WEST LITTLE ROCK
13TS NUMBER:
AR01215A
SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
ENGINEER:/// �'+•``
+1 ARKANSAS -i
//tICLE S�� y .
' 1� UESWONAL
ENGINEER �%,
�!
No. 16564
NNA, ;�';" �I
• V �r6���wPE #16564P 12/31/17
IVO DATE DESCRIPTION
BY
A -1q72 4f 14 PRELIM ISSUE
NDP
B 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
JWM
D 3/17/15 PRELIM ISSUE
JWM
E 3/30/15 PRELIM ISSUE
JWM
F 4/7/15 PRELIM ISSUE
JWM
0 4 8 15 CONST ISSUE
JWM
1 9/13 15 CONST ISSUE
JWM
2 5 1$ 16 CONST ISSUE
JWM
:SHEET TITLE:
GENERAL NOTES
SHEET #:
GN2
PROJECT
AR01215A
2
Bon
C�WM
11'-0"
�x x
J
CCD
PROPOSED
METER
x
0
I
o
I
a x
0
5--0-
37'-0"
12'-0" 4'-0" 6'-0"
PROPOSED 10'-0"
T -MOBILE ICE BRIDGE,
RE: SHEET C3
PROPOSED T -MOBILE
10'-O"x12'-0" CONCRETE o
EQUIPMENT PAD AND
int
LEASE AREA, RE: 2/C1
/ PROPOSED
T -MOBILE
SSC CABINET
o `I
PROPOSED 6'-0"
T -MOBILE ICE BRIDGE,
RE: SHEET C3*EXISTING
EXISTING
VERIZON
CONCRETE PAD
0CE
150'
MONOPOLE
9'-0"
EXISTING H -FRAME
X x x x x 1
6'-0" 9'-0" _ 3'-0'
OVERALL SITE PLAN
SCALE
n 5 .0' 20'
EXISTING
GENERATOR
4'-0"
BY
}
iv
I
B 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
0
I
_
O -1 SSC
o
�
N
x
N
/ �
_
v
1 9/l3 15 1 CONST ISSUE
+ +
x
JWM
0
~
EXISTING 12'-0"
I
CK05
JWM
WOOD GATE
0
I
to
N
00
M
DISCONNECT
0
EXISTING 8'-0"
I
0
''1
WOOD FENCE
I
T -MOBILE PPC
N
x
CABINET, RE: E3
CCD
PROPOSED
METER
x
0
I
o
I
a x
0
5--0-
37'-0"
12'-0" 4'-0" 6'-0"
PROPOSED 10'-0"
T -MOBILE ICE BRIDGE,
RE: SHEET C3
PROPOSED T -MOBILE
10'-O"x12'-0" CONCRETE o
EQUIPMENT PAD AND
int
LEASE AREA, RE: 2/C1
/ PROPOSED
T -MOBILE
SSC CABINET
o `I
PROPOSED 6'-0"
T -MOBILE ICE BRIDGE,
RE: SHEET C3*EXISTING
EXISTING
VERIZON
CONCRETE PAD
0CE
150'
MONOPOLE
9'-0"
EXISTING H -FRAME
X x x x x 1
6'-0" 9'-0" _ 3'-0'
OVERALL SITE PLAN
SCALE
n 5 .0' 20'
EXISTING
GENERATOR
4'-0"
12'-0" (LEASE AREA)
_0- 8'-7 1/2" 2'-3 3/8"
IL
BY
PROPOSED GPS
ANTENNA, RE: 4/C3/ PROPOSED
T -MOBILE
iv
I
B 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
0
I
_
O -1 SSC
N
E 3/30/15 1 PRELIM ISSUE
N
x
CABINET
JWM
_
v
1 9/l3 15 1 CONST ISSUE
+ +
x
JWM
0
SHEET #:
C 1AR01215A
o
I
CK05
JWM
I
PROPOSED �+ ++ •�
to
N
DISCONNECT
0
I
0
''1
0
I
T -MOBILE PPC
N
x
12'-0" (LEASE AREA)
_0- 8'-7 1/2" 2'-3 3/8"
IL
10'-0" 4'-0"
PROPOSED T -MOBILE
10'-0"x12'-0" CONCRETE
EQUIPMENT PAD AND LEASE AREA
TRUE NORTH TRUE NORTH
(O MAG E) ENLARGED SITE PLAN (°MAG2E,
SCALE:
0' 1' 5' 10' 15'
T • . Mobile -
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CRY, OK 73114
(405) 753-7167
PRODUCED BY:
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
'WEST LITTLE ROCK
13TS NUMBER:
AR01215A
:SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
KATE OZ'
f 4
ENGINEER 'r►
v No. 16564 AL +�
=ny �
N R �. G8�16
PE #16564 I�%P 12/31/17
tq0 DATE DESCRIPTION
BY
PROPOSED GPS
ANTENNA, RE: 4/C3/ PROPOSED
T -MOBILE
iv
I
B 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
JWM
_
O -1 SSC
N
E 3/30/15 1 PRELIM ISSUE
JWM
F 4 7115PRELIM
CABINET
JWM
_
JWM
1 9/l3 15 1 CONST ISSUE
+ +
2 5/18/16 CONST ISSUE
JWM
SHEET TITLE:
OVERALL AND ENLARGED
SITE PLANS
SHEET #:
C 1AR01215A
Pf2QJECT #:
w
CK05
JWM
PROPOSED �+ ++ •�
N
DISCONNECT
PROPOSED �•"
0
T -MOBILE PPC
CABINET, RE: E3
s �
+
r
PROPOSED ", • . .
H -FRAME ATTACHED
TO CONCRETE PAD, f •�++,"
RE: 3/S1 }+
10'-0" 4'-0"
PROPOSED T -MOBILE
10'-0"x12'-0" CONCRETE
EQUIPMENT PAD AND LEASE AREA
TRUE NORTH TRUE NORTH
(O MAG E) ENLARGED SITE PLAN (°MAG2E,
SCALE:
0' 1' 5' 10' 15'
T • . Mobile -
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CRY, OK 73114
(405) 753-7167
PRODUCED BY:
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
'WEST LITTLE ROCK
13TS NUMBER:
AR01215A
:SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
KATE OZ'
f 4
ENGINEER 'r►
v No. 16564 AL +�
=ny �
N R �. G8�16
PE #16564 I�%P 12/31/17
tq0 DATE DESCRIPTION
BY
A 10/24/14 PRELIM ISSUE
NDP
B 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
JWM
D j 3/17/15 PRELIM ISSUE
JWM
E 3/30/15 1 PRELIM ISSUE
JWM
F 4 7115PRELIM
ISSUE
JWM
0 4/8/15 CONST ISSUE
JWM
1 9/l3 15 1 CONST ISSUE
JWM
2 5/18/16 CONST ISSUE
JWM
SHEET TITLE:
OVERALL AND ENLARGED
SITE PLANS
SHEET #:
C 1AR01215A
Pf2QJECT #:
HY:
non
CK05
JWM
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)
tLtV. = IMJ
EXISTING ANTENNAS
T—MOBILE ANTENNAS
Ems'
PROPOSED T—MOBILE
ANTENNAS
EXISTING 150'
MONOPOLE
2/C2
PROPOSED:
(3) NEIN ANTENNAS
(1) NEW RAYCAP
(3) NEW FRIJ'S
(1) NEW PLATFORM MOUNT
(1) NEW HYBRID CABLE
3/C2
1. .
PROPOSED TOWER ELEVATION
I SCALE: N.T.S.
T—MOBILE ANTENN"�
TYPICAL OF (3)
PROPOSED VALM01
PRO PART #SNPB-
ANTENNA MOUNT
PROPOSED RRU'S
CABLE NOTE:
1. COAX CABLE ATTACHMENTS
SHOULD FOLLOW MANUFACTURER
SPECIFICATIONS FOR ATTACHMENT
AND HANGING SPECS.
2. ROUTE COAX UP TOWER PER
STRUCTURAL ANALYSIS.
PROPOSED COAX:
(1) HYBRID COAX
CABLE
EXISTING MONOPOLE J
3 TRANSMISSION LINE DIAGRAM
SCALE: N.T.S.
1 ALPHA
AZIMUTH 0
A-1
LTE 700/UMTS
PCS/LTE AWS
B-1
700/UMTS
/LTE AWS
ZETA
LTH 120'
TRUE NORTH
r7 ANTENNA AZIMUTH PLAN (0.MAG
SCALE: N.T.S.
1/2" COAX JUMPE
FROM TMA TO ANT
JUMPER SUPPORT
STAND—OFF WITH
CUSHION HANGERS
OR STEEL BRACKE
WITH SNAP—IN
HANGER
PROPOSED
T—MOBILE
ANTENNA
2 3/8"
O.D. PIPE
COAX CABLE
11 L5+ #6 AWG GREEN
I INSULATED GROUND
CABLE FROM RRU
TO GROUND BAR
A ANTENNA MOUNT DETAIL
'T SCALE: N.T.S.
• ,Mobll
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
5
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
ED BY:
BR NCH
COi "UN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
:SITE NAME:
'WEST LITTLE ROCK
13TS NUMBER:
A R01215A
:SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
ySATE OF
F____Z�
ENGINEER
+� O No. 16564
��►711 R
PE #1656_41650_'l 2/31/17
INO DATE DESCRIPTION
BY
A 10/24/141 PRELIM ISSUE
NDP
B 3/3/15 PRELIM ISSUE
JWM
C 3/10./15 PRELIM ISSUE
JIWM
❑ 3j17/15 1 PRELIM ISSUE
JWM
E V30/15 1 PRELIM ISSUE
JWM
F 4/7/15 PRELIM ISSUE
JWM
0 4/8 15 CONST ISSUE
JWM
1 2Z13/15 CONST ISSUE
JWM
2 5418,/116 CONST ISSUE
JWM
13HEET TITLE:
ANTENNA ORIENTATION,
MOUNT AND SCHEDULE
SHEET:
C ^
LJ
PROJECT #:
AR0
/1
L
BY:
non
JCKD:
KD:
JWM
WAVEGUIDE BRIDGE ISOMETRIC
SCALE: N.T.S.
(1) GPS ANTENNA
(PROVIDED BY OWf
GPS MOUNTING PIF
NnTr,q.
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
f7 WAVEGUIDE BRIDGE SECTION
L SCALE: N.T.S.
' ALT FABRICATION
DATE DESCRIPTION
GUIDE BRIDGE KIT
A 10 24/14 PRELIM ISSUE
PPROVED EQUAL
LEGEND
3/3/15 PRELIM
AR01215A_X_X_X_X_X
JWM
C
3/10/15 PRELIM ISSUE
JWM
D
3/17J 15 PRELIM ISSUE
LD
E
3/30/15 PRELIM ISSUE
JWM
F
4Z7/15 PRELIM ISSUE
JWM
- LTE 700
4 8/15 CONST ISSUE
JiWM
1
.9/13/15 CONST ISSUE
JWM
2
B - LTE PCS
JWM
!SHEET TITLE:
WAVEGUIDE DETAILS
SHEET 07
C32
PROJECT #:
AR01215A
:
2
BY:
non
L - LTE AWS
P - UMTS PCS
U - UMTS AWS
=ZE SUPPORT KIT
G - GSM PCS
COAX CABLES. ATTACH
ACTUATOR NUMBER
STAINLESS STEEL
-IN HANGERS
ANTENNA NUMBER
SECTOR LETTER
CANDIDATE LETTER
SITE NUMBER
ao
_Nqq gam_
dd
N N
AED GRADE
as
�1
PSI
RETE PIER
RET ACTUATOR
NAMING CONVENTION
%J SCALE: N.T.S.
VENDOR:
I • •Mobile
7666 WARREN PKY, STE 100
FRISCO. TX 75034
PRODUCED BY:
5�5
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SURE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
UCED BY:
BR NCH
COMMUN/CAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(91B) 949-4551
:SITE NAME:
'WEST LITTLE ROCK
(BTS NUMBER:
AR01215A
,SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
(PROJECT NUMBER:
AR01215A
SZ ATB OF
i►,
ENGINEER !►
L O No. 16564
hN R . �' ��16
PE #16564 P 12/31/17
NO
DATE DESCRIPTION
BY
A 10 24/14 PRELIM ISSUE
NDP
$
3/3/15 PRELIM
ISSUE
JWM
C
3/10/15 PRELIM ISSUE
JWM
D
3/17J 15 PRELIM ISSUE
JWM
E
3/30/15 PRELIM ISSUE
JWM
F
4Z7/15 PRELIM ISSUE
JWM
0
4 8/15 CONST ISSUE
JiWM
1
.9/13/15 CONST ISSUE
JWM
2
15/18/16 1 CONST ISSUE
JWM
!SHEET TITLE:
WAVEGUIDE DETAILS
SHEET 07
C32
PROJECT #:
AR01215A
:
2
BY:
non
CKO:
JWM
ANTENNA NOTES
i. 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 LINE) = 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.
8. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF
AMALGAMATING TAPE.
9. ANTENNA CONTRACTOR SHALL PERFORM A "TAPE DROP"
MEASUREMENT TO CONFIRM/VALIDATE ANTENNA CENTER
LINE (ACL) HEIGHT. CONTRACTOR SHALL SUBMIT A
COMPLETED HEIGHT VERIFICATION FORM TO THE
CONSTRUCTION MANAGER.
10. ALL FIBER RUNS TO BE CONTAINED IN ONE COMMSCOPE
HYBRID DC -FIBER CABLES (MODEL #ASU9325TYP01)
FROM LOWER COVP TO UPPER COVP. HYBRID CABLES
SHALL BE COLOR CODED PER T -MOBILE REQUIREMENTS.
ANTENNA SCHEDULE
SCALE: N.T.S.
ANTENNA KEY
STATUS
ANTENNA NUMBER
COLOR CODE
(SEE NOTE 3)
AZIMUTH
(DEG)
ANTENNA
CENTERLINE
ANTENNA
VENDER
PROPOSED
ANTENNA MODEL #
ELECTRICAL
DOWNTILT
MECHANICAL
DOWNTILT
BEAM
WIDTH
COAXIAL FEEDER
HYBRID CABLE FEEDER
TYPE
SIZE
LENGTH
QUANTITY
COLOR
CODE
PROPOSED
A-1
LTE 700/LTE
AWS/UMTS PCS
RED 4/YB
0'
129'
NOKIA
FASB RAS
TBD
O'
65'
BETA
NOKIA
(1) HYBRID
CABLE
GRAY 1
LTE AWS
RED 3/YB
RED 2/YB
GAMMA
NOKIA
RED 1/YB
RED 4/RW
129
UMTS PCS
RED 3/RW
RED 2/RW
COVP
RNSNDC-7771-PF-4B
RED 1/RW
RED 2/RB
PROPOSED
SECTOR
LTE 700
RED 1/RB
PROPOSED
B-1
LTE 700/LTE
AWS/UMTS PCS
YELLOW 4/YB
120'
129'
NOKIA
FASB RAS
TBD
0'
657
SHARED WITH
ALPHA SECTOR
GRAY 1
LTE AWS
YELLOW 3/YB
YELLOW 2/YB
YELLOW 1/YB
YELLOW 4/RW
--
170'
UMTS PCS
YELLOW 3/RW
YELLOW 2/RW
YELLOW 1/RW
YELLOW 2/RB
-.--
�-
LTE 700
YELLOW 1/RB
PROPOSED
C-1
LTE 700/LTE
AWS/UMTS PCS
BLUE 4/YB
240'
129'
NOKIA
FASB RAS
TBD
0'
65'
SHARED WITH
ALPHA SECTOR
GRAY 1
LTE AWS
UMTS PCS
BLUE 3/YB
BLUE 2/YB
BLUE 1/YB
BLUE 4/RW
--
BLUE 3/RW
BLUE 2/RW
BLUE 1/RW
BLUE 2/RB
--
--
LTE 700
BLUE 1/RB
COLOR CODING PROVIDED BY T -MOBILE
.,Mobile -
7668 WARREN PKY, STE 100
FRISCO, TX 75034
DUCED BY:
5t5
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMUN/CAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA. OKLAHOMA 74119
(916) 949-4551
'SITE NAME:
'WEST LITTLE ROCK
BTS NUMBER:
AR01215A
,SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
(PROJECT NUMBER:
AR01215A
5l ATE dF
�A
ENGINEER 1
www �1
1. vQ No. 16564at
PE #16564'raw
11P 12/31/17
NO
DATE DESCRIPTION
BY
RRU & COVP KEY
10/24 14 PRELIM ISSUE
NDP
B
A/3/15 PRELIM ISSUE
VENDOR
EQUIPMENT
MODEL NO.
EQUIP ENT
OTY.
STATUS
SECTOR
E
3/30/15 PRELIM ISSUE
JWM
ION
4/7/15 PRELIM ISSUE
JWM
ALPHA
NOKIA
RRU
FRIJ
129'
(1)
PROPOSED
BETA
NOKIA
RRU
FRU
129'
(1)
PROPOSED
GAMMA
NOKIA
RRU
FRIJ
129
(1)
PROPOSED
MULTI
RAYCAP
COVP
RNSNDC-7771-PF-4B
129'
(1)
PROPOSED
SECTOR
.,Mobile -
7668 WARREN PKY, STE 100
FRISCO, TX 75034
DUCED BY:
5t5
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMUN/CAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA. OKLAHOMA 74119
(916) 949-4551
'SITE NAME:
'WEST LITTLE ROCK
BTS NUMBER:
AR01215A
,SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
(PROJECT NUMBER:
AR01215A
5l ATE dF
�A
ENGINEER 1
www �1
1. vQ No. 16564at
PE #16564'raw
11P 12/31/17
NO
DATE DESCRIPTION
BY
A
10/24 14 PRELIM ISSUE
NDP
B
A/3/15 PRELIM ISSUE
JWM
C
3/10/15 PRELIM ISSUE
JWM
D
3 17 15 PRELIM ISSUE
JWM
E
3/30/15 PRELIM ISSUE
JWM
F
4/7/15 PRELIM ISSUE
JWM
0
4/8/15 CONST ISSUE
JWM
1
9/13Z15 CONST ISSUE
JWM
2
5/18/16 CONST ISSUE
JWM
'SHEET TITLE:
ANTENNA SCHEDULE
SHEET:
C
PROJECT d:
ARO 121
^
L
IBny:
on
CKD
JWM
NOTES:
1. SLAB TO BE LEVEL t1/4".
2. SLAB FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF.
3. SLAB FOUNDATION DESIGNED ASSUMING MAXIMUM SOIL PLASTICITY INDEX OF 27 PER NCBC.
4. CONCRETE STRENGTH FOR FOUNDATION DESIGN SHALL BE A MINIMUM OF 3000 PSI AT 28 DAYS.
5. FOOTINGS TO EXTEND BELOW UNDISTURBED SOIL PER SITE SPECIFIC DESIGN.
6. REFER TO THE GENERAL NOTES FOR ADDITIONAL NOTES. N 1'
12'-0"
TYPICAL EQUIPMENT FOUNDATION PLAN
—
0 0
3/4" CHAMFER,
TYP. AT ALL EDGES #4 AT 12" O.C.
EACH WAY
FINISHED GRADE
(CRUSHED STONE) 6 MIL POLYETHYLENE
VAPOR BARRIER
co
.p
4" SUB—BASE \�
r) CONCRETE PAD DETAIL
L SCALE:
0. 6" 1' 4'
2/51
3 1/2" SCH. 40 PIPE
3 WAVEGUIDE BRIDGE POST DETAIL
SCALE:
G' 6" 1' S 5'
• -Mobiles
7666 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
SPECIALTY TELECOMMUNICATIONS
SERVICES, U.C.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SURE 120
OKLAHOMA CRY, OK 73114
(405) 753-7167
BY:
BR NCN
CCMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 948-4551
SITE NAME:
'WEST LITTLE ROCK
13TS NUMBER:
AR01215A
SITE ADDRESS:
2194 S FILLMORE ST
ILITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
WIWIA-
Sgp,iE OR
T�
ENGINEER ,�►
1k�kt
,� No. 16564 � f
/r
_o
N R C 896
PE #16564 M 12/31/17
NO
DATE DESCRIPTION
BY
f u l l
I
NDP
I I
� �
A
I
#4 AT 12" O.C., EACH WAY
2/S1
3/10/15 PRELIM ISSUE
tI I�
D
6" CONCRETE SLAB
JWM
ON GRADE, RE: 2/S1 _ _
,_TT I
PRELIM ISSUE
JWM
F 14
JI
I
12'-0"
TYPICAL EQUIPMENT FOUNDATION PLAN
—
0 0
3/4" CHAMFER,
TYP. AT ALL EDGES #4 AT 12" O.C.
EACH WAY
FINISHED GRADE
(CRUSHED STONE) 6 MIL POLYETHYLENE
VAPOR BARRIER
co
.p
4" SUB—BASE \�
r) CONCRETE PAD DETAIL
L SCALE:
0. 6" 1' 4'
2/51
3 1/2" SCH. 40 PIPE
3 WAVEGUIDE BRIDGE POST DETAIL
SCALE:
G' 6" 1' S 5'
• -Mobiles
7666 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
SPECIALTY TELECOMMUNICATIONS
SERVICES, U.C.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SURE 120
OKLAHOMA CRY, OK 73114
(405) 753-7167
BY:
BR NCN
CCMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 948-4551
SITE NAME:
'WEST LITTLE ROCK
13TS NUMBER:
AR01215A
SITE ADDRESS:
2194 S FILLMORE ST
ILITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
WIWIA-
Sgp,iE OR
T�
ENGINEER ,�►
1k�kt
,� No. 16564 � f
/r
_o
N R C 896
PE #16564 M 12/31/17
NO
DATE DESCRIPTION
BY
A 10/24/14 PRELIM ISSUE
NDP
B
3/3/15 PREUM ISSUE
JWM
C
3/10/15 PRELIM ISSUE
JWM
D
3/17/15 PRELIM ISSUE
JWM
E 13/30/15
PRELIM ISSUE
JWM
F 14
7/15 PRELIM ISSUE
JWM
0
4/8/15 CONST ISSUE
JWM
1
9 13 15 CONST ISSUE
JWM
2
5 18 16 CONST ISSUE
JWM
SHEET TITLE:
CONCRETE PAD
DETAILS
SHEET:
S 1AR0ICKO:
PROJECT
^
L
B
nonY:
CKOJWM
I
EXISTING 8'-0"
WOOD FENCE — -�
I �r
PROPOSED 2" PVC CONDUIT -
FOR FIBER/TELCO FROM !'
SOURCE TO T -MOBILE UTILITY
RACK. VERIFY CONDUIT SIZE
WITH TELCO COMPANY. }
PROPOSED RAINTIGHT EMT
POWER/TELCO CONDUITS
ANCHORED TO SIDE OF
CONCRETE PAD
kI
EXISTING 12'-0"
WOOD GATEI
UNDERGROUND RIGID CONDUIT
REQUIRED SPANNING GATE
OPENING, TYP.
i
PROPOSED UTILITY CONDUITS PROPOSED
MUST BE A MIN. OF 18" (TYP.) �. METER
FROM FENCE LINE, RE: 2/E2
FOR TRENCHING DETAIL L
PROPOSED (1) 2" PVC
CONDUIT FOR POWER FROM
POWER SOURCE TO T -MOBILE
0
A17
N
sam
EXISTING ICE
BRIDGE
EXISTING 150'
MONOPOLE
PROPOSED T -MOBILE
10'-0"x12'-0" CONCRETE
EQUIPMENT PAD AND
LEASE AREA, RE: 2/El
PROPOSED T -MOBILE
ICE BRIDGE
PROPOSED T -MOBILE
SSC CABINET
PROPOSED T -MOBILE
UTILITY RACK FOR
EQUIPMENT, RE: 1/G3
EXISTING H -FRAME
EXISTING
VERIZON
dCRETE PAD
EXISTING
GENERATOR
POWER METER ON UTILITY
RACK (IN COMMON TRENCH x -- — -
WITH TELCO). VERIFY CONDOR
SIZE WITH POWER COMPANY.
x x x x
4 UTILITY ROUTING PLAN
x x
J
PROPOSED 2" RAINTIGHT
BY
CONDUIT WITH PULL STRING
NDP
FROM PPC CABINET TO SSC
CABINET, RE: 4/E2
C 3/10/15 PRELIM ISSUE
JWM
D 3j1 7 15 PRELIM ISSUE
JWM
E 3J30,/115 PRELIM
1
ISSUE
JWM
F 4/7/15 PRELIM ISSUE
JWM
�, �i
_
I � �
', •
a•
I
,
JWM
••y
I /
PROPOSED T -MOBILE
y * t
L
PPC CABINET, RE: E3
13Y:
non
o
PROPOSED
SSC CABINET
•y .s r, +
PROPOSED RAINTIGHT
" •', i
EMT POWER/TELCO
•i . •r s`
CONDUITS ANCHORED TO
,' +
SIDE OF CONCRETE PAD
�'Y
Y
.x+
e7 ENLARGED UTILITY ROUTING PLAN
SCALE: N.T.S.
SSC
Conduit Layout
New NODE B RRLFs
Can't Go On The Tower _
Teiw Corxi'u�s —
DC Pawef C-0ndull
AC Pouter Condlnl
PPC
suppon cab
PROPOSED T -MOBILE
UTILITY RACK FOR -
EQUIPMENT, RE: 1/G3
PROPOSED
H -FRAME, RE: 1/G3
i • -Mobiles
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
� 5�5
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SURE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
F.
BR HCH
COMMU/V/CAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(91B) 949-4551
SITE NAME:
(WEST LITTLE ROCK
13TS NUMBER:
A R01215A
:SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
13ROJECT NUMBER:
A R01215A
S�ATF aR
�2.
�■ ENGINEER
PC No. 16564
� Existing �O.7 �+
!.w# NODE B !yN R. ��g/116
PE #16564 XP 12/31/17
0 TYPICAL SSC CONDUIT LAYOUT
%J SCALE: N.T.S.
JOI DATE DESCRIPTION
BY
A)10/24J14 PRELIM ISSUE
NDP
B J 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
JWM
D 3j1 7 15 PRELIM ISSUE
JWM
E 3J30,/115 PRELIM
1
ISSUE
JWM
F 4/7/15 PRELIM ISSUE
JWM
0 4/8/15 CONST )SSUE
JWM
1 19/13/15 CONST ISSUE
JWM
215/18/16 CONST ISSUE
JWM
!SHEET TITLE:
UTILITY PLAN & CONDUIT
LAYOUT DIAGRAM
SHEET #:
E 1
PROJECT #:
AR01215A
L
13Y:
non
CKD:
JWM
(3) #3/0, (1) #6G, 2" CONDUIT
#2 INSULATED COPPER
GROUND WIRE
250A GENERATOR RECEPTACLE
(FURNISHED WITH PPC)
.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
0 CONDUIT DETAIL
v SCALE: N.T.S.
FROM POWER SOURCE
(120/24OV, 10, 3W).
(3) #3/0 2" CONDUIT OR
PER LATEST NEC CODE
200A METER TO BE FURNISHED
BY UTILITY COMPANY AND
INSTALLED BY CONTRACTOR
FUSIBLE SAFETY SWITCH 2O0A, 2P,
' S/N
�I
— J (3) #3/0, (1) #6G, 2" CONDUIT
200A PPC, TO BE FURNISHED BY
T–MORALE AND INSTALLED BY
CONTRACTOR
NOTES:
1. ALL ELECTRICAL WORK SHALL CONFORM
TO REQUIREMENTS OF THE NATIONAL
ELECTRICAL CODE AS A MINIMUM
STANDARD.
2. ALL ABOVE GROUND CONDUIT SHALL BE
RIGID GALVANIZED STEEL (RGS) UNLESS
OTHERWISE INDICTED.
t 3. ALL UNDERGROUND CONDUIT SHALL BE
SCH. 40 PVC UNLESS OTHERWISE
I INDICATED OR AS REQUIRED BE LOCAL
— — I UTILITY COMPANY, ALL UNDERGROUND
J ELBOWS SHALL BE SWEEPING BENDS.
*DETAIL PROVIDED BY OWNER*
LIQUID TIGHT FLEXIBLE
CONDUIT (IF REQUIRED)
CONDUIT BODY
R=24" MIN.
2--0-
TRENCH
FINISHED GRADE
UNDISTURBED SOIL
-z I COMPACTED BACKFILL PER
z I — •'• I EARTHWORK SPECIFICATIONS
{ Xk 4' I UTILITY WARNING TAPE,
12" MIN. DEPTH
I Iq
�i I — I Mil
2" PVC ELECTRICAL CONDUIT.
T. I !� J COORDINATE SIZE AND
2" PVC TELCO CONDUIT. INSTALLATION WITH POWER
COMPANY
COORDINATE INSTALLATION V–O"
WITH TELEPHONE COMPANY MIN. OR
AS REQUIRED
BY POWER
COMPANY
r7 TRENCH DETAIL
G SCALE: N.T.S.
PROPOSED 2" RAINTIGHT
EMT ANCHORED TO SIDE
OF CONCRETE PAD WITH
A DOUBLE PIPE CLAMP
ABOVE GRADE.
A CONDUIT ATTACHMENT DETAIL
`t SCALE: N.T.S.
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
5�S �
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BR NCH
COMMUNICAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA. OKLAHOMA 74119
(918) 949-4551
517E NAME -
'WEST LITTLE ROCK
BTS NUMBER:
A R01215A
3ITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
5.1ATE OF
r----4
ENGINEER
V No. 16564 0
_ s
PE #16564 IrXP 12/31/17
IVO
DATE DESCRIPTION
BY
7-107-24–/14 PRELIM ISSUE
NDP
B
3 3 15 PRELIM ISSUE
JWM
C
3/10/1 PRELIM ISSUE
JWM
D
3/1Z/15 PRELIM ISSUE
JWM
E
3/30 15 PRELIM ISSUE
JWM
F
4/7 15 PRELIM ISSUE
JWM
01
4/8/15 CONST ISSUE
JWM
19/13/15
CONST ISSUE
JWM
2
S 18 16 CONST ISSUE
JWM
SHEET TITLE:
ELECTRICAL DETAILS
SHEET #:
E 2
PROJECT #:
�': clsD:
non JWM
-
2
3" GALVANIZED RIGID PIPE
2" RIGID POWER CONDUIT/PVC —
BELOW GRADE TO POWER SOURCE
1" RIGID CONDUIT ABOVE -
GRADE/PVC BELOW GRADE
FOR (2) #2 THHN GRD
LEADS
1-5/8" GALVANIZED
UNI -STRUT
2" RIGID CONDUIT/PVC -
BELOW GRADE TO POWER
SOURCE
6'-0" I
PLAN VIEW
6'-0"
I 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
PROPOSED DISCONNECT, FIELD
VERIFY ACTUAL LOCATION
PROPOSED GPS ANTENNA,
FIELD VERIFY ACTUAL LOCATION
NEW T -MOBILE LED FLOOD LIGHT
WITH MANUAL TIMER SWITCH
INSTALLED 8'-0" ABOVE PAD
PROPOSED ICE BRIDGE
1" RIGID CONDUIT ABOVE GRADE/PVC
BELOW GRADE FOR (2) #2 THHN
GRD LEADS
1
f T -MOBILE SUPPLIED RECEPTACLE
J 2" RAINTIGHT EMT POWER/TELCO
' CONDUIT ANCHORED TO SIDE OF
CONCRETE PAD TO SSC CABINET
PROPOSED GPS ANTENNA,
FIELD VERIFY ACTUAL LOCATION
WAVEGUIDE COVER
1-5/8" GALVANIZED
UNI -STRUT
NEW T -MOBILE LED FLOOD
LIGHT W/ MANUAL TIMER SWITCH PROPOSED DISCONNECT,
INSTALLED 8'-0" ABOVE PAD FIELD VERIFY ACTUAL
LOCATION
PPC CABINET
(2) 2" RIGID CONDUIT ABOVE -
GRADE/PVC BELOW GRADE FOR
PPC TO TELCO/POWER DEMARC
2" RIGID CONDUIT ABOVE CONCRETE PAD
GRADE/PVC BELOW GRADE FOR
PPC TO TELCO/POWER DEMARC
.o • :e T.3'rs:-.>~��T„r.xas.:�,;;, - - :�o:... FINISH
x=11 I-11 i ;1!
2" RAINTIGHT EMT TELCO/POWER T I
FRONT VIEW CONDUIT ANCHORED TO SIDE OF SIDE VIEW
�j PPC H -FRAME DETAILS CONCRETE PAD TO SSC CABINET
I SCALE: N.T.S.
• Mobile•
7666 WARREN PKY, STE 100
FRISCO, TX 75034
UCED BY:
5�S
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMUNICATIONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
WEST LITTLE R�CiC
BTS NUMBER:
AR01215A
!SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
(PROJECT NUMBER:
AR01215A
Fir',( s AT
;a
+�1 ARKANSAS
IF F AL
No. 16564
L 1
16
PE #16564X ifXP 12 12/31/17
NO DATE DESCRIPTION
BY
770/774—L14 PRELIM ISSUE
NDP
B 3 15 PRELIM ISSUE
3
JWM
C 3/10/15 PRELIM ISSUE
JWM
D 3117 15 PRELIM
ISSUE
JWM
E 3/30/15 PRELIM
ISSUE
JWM
RIGID LB CONDUIT BODY
2" RIGID CONDUIT/PVC
BELOW GRADE TO POWER
SOURCE o
JWM
El
JWM
1 9/13/15 1 CONSTISSUE
JWM
2 s 18 16 CONST ISSUE
JWM
0
I
N
SHEET r:
E3
PROJECT-
AR01215A
2
BY: CKD:
non JWM
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
PROPOSED DISCONNECT, FIELD
VERIFY ACTUAL LOCATION
PROPOSED GPS ANTENNA,
FIELD VERIFY ACTUAL LOCATION
NEW T -MOBILE LED FLOOD LIGHT
WITH MANUAL TIMER SWITCH
INSTALLED 8'-0" ABOVE PAD
PROPOSED ICE BRIDGE
1" RIGID CONDUIT ABOVE GRADE/PVC
BELOW GRADE FOR (2) #2 THHN
GRD LEADS
1
f T -MOBILE SUPPLIED RECEPTACLE
J 2" RAINTIGHT EMT POWER/TELCO
' CONDUIT ANCHORED TO SIDE OF
CONCRETE PAD TO SSC CABINET
PROPOSED GPS ANTENNA,
FIELD VERIFY ACTUAL LOCATION
WAVEGUIDE COVER
1-5/8" GALVANIZED
UNI -STRUT
NEW T -MOBILE LED FLOOD
LIGHT W/ MANUAL TIMER SWITCH PROPOSED DISCONNECT,
INSTALLED 8'-0" ABOVE PAD FIELD VERIFY ACTUAL
LOCATION
PPC CABINET
(2) 2" RIGID CONDUIT ABOVE -
GRADE/PVC BELOW GRADE FOR
PPC TO TELCO/POWER DEMARC
2" RIGID CONDUIT ABOVE CONCRETE PAD
GRADE/PVC BELOW GRADE FOR
PPC TO TELCO/POWER DEMARC
.o • :e T.3'rs:-.>~��T„r.xas.:�,;;, - - :�o:... FINISH
x=11 I-11 i ;1!
2" RAINTIGHT EMT TELCO/POWER T I
FRONT VIEW CONDUIT ANCHORED TO SIDE OF SIDE VIEW
�j PPC H -FRAME DETAILS CONCRETE PAD TO SSC CABINET
I SCALE: N.T.S.
• Mobile•
7666 WARREN PKY, STE 100
FRISCO, TX 75034
UCED BY:
5�S
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMUNICATIONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
SITE NAME:
WEST LITTLE R�CiC
BTS NUMBER:
AR01215A
!SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
(PROJECT NUMBER:
AR01215A
Fir',( s AT
;a
+�1 ARKANSAS
IF F AL
No. 16564
L 1
16
PE #16564X ifXP 12 12/31/17
NO DATE DESCRIPTION
BY
770/774—L14 PRELIM ISSUE
NDP
B 3 15 PRELIM ISSUE
3
JWM
C 3/10/15 PRELIM ISSUE
JWM
D 3117 15 PRELIM
ISSUE
JWM
E 3/30/15 PRELIM
ISSUE
JWM
F 4/7/15 PRELIM ISSUE
JWM
01 4/8/15 1 CONST ISSUE
JWM
1 9/13/15 1 CONSTISSUE
JWM
2 s 18 16 CONST ISSUE
JWM
:SHEET TITLE:
PPC H -FRAME DETAILS
SHEET r:
E3
PROJECT-
AR01215A
2
BY: CKD:
non JWM
NSD urban RAS configuration 716R (L21 00/1_1 1900119001700)
LTE
AWS+PCS+L700+
RAS/FASB U1900
(Alpha)
FRIJ
AWS
----------------------- G�vvn
--------
6to.r-------hrvni
FSMF
uwrrs Pr...;
ANTENNA ONE -LINE DIAGRAM
SCALE: N.T.S.
-Mobile.
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
8Y:
BR NCH
COMMON/CAT/ONSLLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
'SITE NAME:
'WEST LITTLE ROCK
BTS NUMBER:
AR01215A
,SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
(PROJECT NUMBER:
AR01215A
I��rr stA��F
ARKANSAS
No. 16564 1+
�DyN R �. �'8/16
PE #16564 IR49 32/31/17
VO
DATE DESCRIPTION
BY
A 10/24/141 PRELIM ISSUE
NDP
B
3/3/15 1 PRELIM ISSUE
JWM
C
3,/10/15 PRELIM ISSUE
JWM
D
3J17/15 PRELIM ISSUE
JWM
E
3/3Q/15. PRELIM ISSUE
JWM
F
4/7/15 PRELIM
ISSUE
JWM
0
4/8/15 CONST ISSUE
JWM
1
9/13/15 CONST ISSUE
JWM
2
5/18/15 CONST ISSUE
JWM
:SHEET TITLE:
ANTENNA ONE -LINE
DIAGRAM
SHEET :
E4
PROJECT #=
AR01215A
EV:
^
L
B,.:
non
C+(D:
JWM
5/8" COPPER CLAD GROUND ROD
AT EACH CORNER, RE: 5/G2
PROPOSED CONCRETE PAD GROUND
RING, RE: 3/G2 AND 1/G3
PROPOSED T—MOBILE 10'-0"x12'-0"
CONCRETE EQUIPMENT PAD AND LEASE AREA
— — — — — — — — — --
— — —
II�
I �
I /
O ,
I
a
I
I /
I�
RE: 1/G2 AND 4/G3
FOR ANTENNA
GROUNDING DETAIL
— — — — —
SYMBOL
DESCRIPTION
RE: 4/G2 FOR TYPICAL
EXOTHERMIC WELD (CADWELD)
— — — — —
+ + * +
CADWELD DETAILS
MECHANICAL CONNECTION
+ + + *
#2 STRANDED INSULATED
PROPOSED GROUND BAR
+ + ++ *
®
FOR PROPOSED EQUIPMENT
+
+ + +
CHAIN LINK FENCE
3 30 15 PRELIM ISSUE
+
F
AT 15'-0" MAX. SPACING, PER CM
* + ++ *
r +
(2) #2 SOLID TINNED
#2 AWG BARE SOLID
1
COPPER WIRES FOR
+ + +
2
TINNED COPPER CABLE
+ + *
'SHEET TITLE:
COMPOUND
GROUNDING PLAN
f +
I
TO GROUNDING SYSTEM
PROPOSED T—MOBILE
* +
1 + * +
\t
r {
UTILITY RACK FOR
EQUIPMENT, RE: 1/G3
FOR ICE BRIDGE POSTS
(TYP.), RE: 2/G2
F• �*
PROPOSED T—MOBILE
_
*
SSC CABINET
+ ++ * r+ +
PROPOSED T—MOBILE
+ + * +
ICE BRIDGE
+ ++ + +'
I
(1) #2 SOLID TINNED
+ + + +
+ +
1
COPPER PIGTAIL FOR
PROPOSED CABINET
+ * + +
SYMBOL
DESCRIPTION
■
EXOTHERMIC WELD (CADWELD)
— — — — —
+ + * +
■
MECHANICAL CONNECTION
+ + + *
#2 STRANDED INSULATED
PROPOSED GROUND BAR
+ + ++ *
®
FOR PROPOSED EQUIPMENT
+
+ + +
CHAIN LINK FENCE
3 30 15 PRELIM ISSUE
+
F
AT 15'-0" MAX. SPACING, PER CM
* + ++ *
I
(2) #2 SOLID TINNED
+ 4- *
1
COPPER WIRES FOR
+ + +
2
PROPOSED EQUIPMENT
+ + *
'SHEET TITLE:
COMPOUND
GROUNDING PLAN
GROUND BAR
++++
I
PROPOSED T—MOBILE
* +
1 + * +
I
1
UTILITY RACK FOR
EQUIPMENT, RE: 1/G3
I' x x x x \
x x x x x x
__--------- --- x x x x x x
\ x x x x x x
PROPOSED TOWER x x x x x x PROPOSED GROUND
E GROUND BAR, RE: 3/G3 x x x x x x TEST WELL. RE: 6/G2
\ x x x x x x
\ x x x x x x /
- x x�x x x x
x �\x x
x x x x
❑ ❑ 0
I / ❑
LI
�r ❑ D
3 I
I
0
0
I
s \
G
n �
EXISTING TOWER
GROUND RING
.t T •I• +{ + + + + + +
+ + + + + + + +
GROUNDING LEGEND:
SYMBOL
DESCRIPTION
■
EXOTHERMIC WELD (CADWELD)
— — — — —
#2 AWG BCW
■
MECHANICAL CONNECTION
—"—"
#2 STRANDED INSULATED
JWM
(FROM EQUIPMENT TO MGB)
®
GROUND TEST WELL AT GROUND ROD
— — —
CHAIN LINK FENCE
3 30 15 PRELIM ISSUE
5/8"xB'-0" COPPER CLAD GROUND ROD
F
AT 15'-0" MAX. SPACING, PER CM
EXISTING 150' MONOPOLE
TRUE NORTH
(0.61' E)
COMPOUND GROUNDING PLAN MAG
SCALE:
0' 1' 5' 10'
-Mobile,
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
5 S.
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SURE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BY:
BR INCH
COMMUN/CAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
'SITE NAME:
'WEST LITTLE ROCK
IBTS NUMBER:
AR01215A
'SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
#0,gf - SZ AT E �4p
f ARKANSAS
*E
I ; f
P I F E I �.
GIN R
f N0.16 64
_oyN R . 16
PE
PE #16564 J[P 12/31/17
0
DATE DESCRIPTION
BY
A
10/24/1 PREUM ISSUE
NDP
B
3./3,/15 PRELIM ISSUE
JWM
C
3/10/15 PRELIM ISSUE
JWM
D
3 17 15 PRELIM
ISSUE
JWM
E
3 30 15 PRELIM ISSUE
JWM
F
4 7 15 PRELIM ISSUE
JWM
0
4 8 15 CONST ISSUE
JWM
1
9 13 15 CONST ISSUE
JWM
2
5 18 16 CONST ISSUE
JW
'SHEET TITLE:
COMPOUND
GROUNDING PLAN
SHEET #:
PROJECT #:
:
BY:
non
CKO:L
JWM
!f
11 f�i
S
da' 6"
Ed
SCALE: 1 _ =8O'
�]EiLAa e7- ,�yy¢j
SURVEY BY PS(l125 DATED 2/2/06 FOR VERfZON WIRELESS
OASIS_OF ELEVATIONS
ASSUMED
S 6
8.9 W
6.90'
N 20'692" E
86.47'
528.4'0"
98.89'
29'EO'
2B 24'
1
1
I 0' INGRESS/EGRESS AND UTILITY EASEMENT
S S4 'Or 45' a
r 7l.4E'
_MYU DRIVEWAY
SPNALT DRIVEWAY
r -
S 89'19'24" W
36.09'
-' N sr 11,26' E
31-01'
N 67'67'11" E
SA 76'
' N 90.58'48" W
48.27'
PD11Tr ;.,
291-MINC 20' UTILITY EASEMENT69.01.12" E
� .56'
SITE NAME., LITTLE ROCK AR01215
S.
-
•(I �SL906" E N 88.07'3 7 ^89
74' 64.48 99.5 '43'31' W
}o
a
/
N 8/'21'28" E
42.89'
INGRE5S/ECRES5 AND UTILITY JV 4=2 Lm maddd)/
N 51'3B'3E" E
79A2• A pare sl 4,} land fy1n,T in .J . at K of tAr S>vLbwsl r of Section 7, -.d -J. 1 Ng'
Rn" 12 Y..; py4ssii CouniY. RrFw.sp brtnp me+• pnrtie�Jorly deacr{6vd at Jelleuvd'
` Cpnmvnnnp e! a f- op.n fop yfyr fauna m Lk. Fut TAg1d-W-Wpy I,- ,t F91m S1m1 91
I'll
6 88'10'49" W Sbuthun.! can..r DJ Let ev, Blnrk S7 eJ CA4ny and C.a AQdtilm W Latta R_k, Arkonwr u
e.rdrd sn Pla Book I, P . 86 " OA ctrt a COrM)ty CW kr tlff/ar of add Coanly; enmev run N
92.7/' at.:pF41^ E �* ¢ d1M¢n[r of 1889 J K fe ¢ !' erGnyrd glpr Jvlvd Gt flu NerlhurH! camrr cf
w tel 10. fhrn[t S S9'4T10' r fe. a dW¢ricr o/ 683. S1f f f to ¢ $/fi tvp.d _bar u!
N 87'04'58" W 9 89.69'49• W (SCOW) end Me Adnf of Eepim.ingP.- S OS IST;Y6" F f 1,1'U170 69.00 JNI t.
7870' N 84.08'17• W 84-86' mopped *alar.11 (5MWr $Arrur $ 67AWSW W f- ¢ disl¢nn E0 !4 ¢ 5/R' -mm.
ES 64' roar al (SMW); Ll-- N DYbtRS W fil a dflfa..Ce .f 60-00 ft.1 fe ¢ 3/F' -pp-4 -b- dr!
(SYWI.• thrnN N 77_Gi3a• F 1x a dug- q 50.00 f f N W Pow N 6.a6wrinr. sold vevw
drsrrU1 paae.l emtntnr 0. pen; mer+ a teas
b7- ddid)
An r¢rrmrnl 1yln� 1n the rest K of rhe Swthmrat % $ Sr.tWT
n 7. .muhtp 9 Nor N, R.-ge
t2 rqt. PM:Wki t�evnty. Arkomsw being mon pmt(eutvHV 67- 0Hb.d vs JbUo s'
Cnlwnrnebaa ve ¢ 1• •9m n rtbf faand en ehr Celt rSpM-Wx., Nn. of Ptr=* S-' e! h,
S .-drdt+n PLIC Bank tjkye 88 in Lhr Clj-d y urn AddlMars i4 awtd G�w1.<1F- [Amer run N
of atdg B fir a dtafmwr v/ 11091-1
!r a !' t*ltape4 pipr et 7-h. NrarArtt+t colas of
nid tot 7-0: fhrnt4 S aD_.A. " W / r . diner.. of 579,55 fltrl eo ¢ d/iS' ee. prd llbo7- +7-r
(srr). mmc. $ 02Sr17•E f ¢ dtrsmre. of 5000 J-9 t. r 5/A- r¢ppvd -6m -9 (SMW):
d-%. S 971NH'JS W f- o dtstofst•r of 50.00 furl to a S//0- -ad eel- -1 (SWIL m.nr• N
02:iif•2s r Jar ¢ dflt of 15.00 f..t 7-o w P.[n[ j BepW.tnp vS an rngnra/rgnn m.d
vnl[y Eearmr4l Ml..q ZO fm to " Uh end 444 fo h I .oeA ddr of OM lWro�tnV d.N.•+lbrd
dr.rtn.: fnenrr 3 A7 A7£7 r J4r . dlalonce y {d 34 Je7-f e. ¢ pe1nL lh,-. N 50 •SS4B' f
fa• a atnanr4 eJ Ifd P! J e! !. a p.av rhrner ?f SJ'WY45' r far v d4 rarer s1 1118.46 flrf to
o p.inC Ih.nrr N PS=$PfT' r for a di -1 x1261"2,4171 t. ¢ W.Int IA.fw Jf u:ans r f
¢ d4fnwr of 37 R7- frrl fv .pylar: fh...ne N ?❑ t. F fe* . dt.tan. . 55.4+ 571 f. f
pNnL lNner N B7^+SS!' W M e d4frn.r of 6T•801tH fo a pain! !Amer N 6T"678 f'R � a
dIH¢A4t of 64.76 feel fe a pain! fMnn M d2_I1 FC i far o O(rfVKH ¢ 37-.0! fief f. ¢ po4.t
lkmee N 9S 89.14• £ f.. n du!¢nrt of S 5 pat r a p.rnl: !Hoer S Ot•6tr E fe'' a
d@reaer 4f 78 7D f 7-1 7-u n ��..Wfy rhfw. S 1j"t f. C for ¢ dL1e w of Ss.64 h.7- le ¢ pa4eA
1hNicW N 89-dS'J 9' E f- dlrfanw .f 04.88 JJ f re a M..nca N 08.1 o4S a JAm a
dfrtawrr of 317-$8 fa4! m ¢ p4tnA- lhtr.ea H d1 9837' t[ f.7- a dfatmr. of 734@ JrH fs o p.4.f.
tAnree N a3f1-x129• E for .• iwora vl 4x8! Nu m n petal.• en.rer x n 4905 £ !- ¢
rA�„�: s 36er5iiar s[fr�r ¢ eue�c. } ai��:ri�..w.E fear i ,� �.64.*l�tnr� f %,
SArerl end D.r Patnf .J rndi»p 8051 4bnv dnsretrd .o+msrwr ermtaiaT 0->u rH+.3 "w7-+ e7- IJa:
SEE DETAIL Zn trrflsr., lrumvne x' fu fgu¢d.d1
An eurWornt lVing in the rrsl AV Dir SoWowtrf N 1 SwmH 7 Tnwnrhq. I Norah Rangy
12 Yeo. PWmki County. Arkansas W r man porKi A rgr dtfrrl6.d as fel/aur!:
TjOy)lq 5/8' REt AR
N Comm iW nl a r vp- top pi- found an the East ri9td-q-,w7- of idu ;W- Stnet a.1 U-
/ N 87'0795" E 50.00'
Soulhw.al earner of Lot 10, Block 37 of Cherry land Com Adavirl 1. Littlr Rock. Arkansoa u
ere "d 44 7-7-07- Er.lh t. Fhg. d3 in IAr Clrcvl! Cmmtyefckw, Dfrws of add c-tv fh.nn 7-.n s
joj�JSJr7 r fw vAdtA and rylrp f0 ofrt 1 aH�wehtsLIt of ow fPtt-4 �dn�ertWd a UinHrt�'rN-• Ihme. N '� 20
e' rOOD FENCE �x� i6�J71 l8' ■ ¢ ¢nrH of 167.77 firr 1. print- 1hmrT .1112 1WtT W . du[onnr of 90. 67 fat
x�x��1e~x to lh. P.Od of Ending Said abw4 dastr{b;d .--t -ti- 0.09 ac7aa, more or less.
CRA VEL X
CTNTHB lit U uACFMrRT •D [ . Al
lyinIn b
�Aatrc Tomhip 7 No1ARmge
yr _ o -,. LVE 12 reePc-k{ Cu[y,Ask- prt.W*tVdm1d
os flows:
2S LO:W 1
CAIN �T . o . l evmaKncnl7 nt n I' �m !ap prpt feund�mmt rMmFid�Cez�atddffta~o.f to Lllfte R.7-; �rRenr�a
a1' SOUTH II sellrh,arrt eerl..r 0J tri IA B 57 1
u' tsar •'4• • Teterdtd in Ptef Ee.k J. Pyr S6 !r !Ae LSrta.iA {'uad)r CirrYr aJ/kr ke .etd warty. throe. ton N
w�Q�9R1AW {AWa�1GEl rlrcb y O1np,-4Y• E fo+• a durlanar v 48.87 J. t.. !' pipr feared n7- eh. 7-r rh..,i eomnr eJ
Let to. 1rirM1tt 5 63 S7'R0' W je n dim- .f 69136 frrf t. a 5f8 vapprd alar att
9aN^arW n a .-•q..'. (SMS'): ehena+ s OZ-WJ'X5" E � e dWJ w of 56.00 fret !. ¢ a/It mppvd rrtpr set Owl.
87'
T3S Y fx a dtsfa x7- .T 50.00 J.er to 5%3' 674 r.t4. fAM1N N
'a• iii D1rr6TP6" W /oT a Ofrf>rArr of 55.00 rr rt fD . paltl! woe. s ✓.TYO' W int+ w
> 29,74 frrl 1. a pmnr: thorn N SO -$1'48 rJ1n• 4 dlat-iv. y i7. is J.al fo PM Ana+! ppJJ
7-a 'r- 9agly. .f an MlDvy iaamuty Mayr x0 l••7- in nfdN w.d lyby f0 /.e! m 7-.M a[d+ of 1We
w X I C�.� Iblt.0 dArtv{lsd e.ntrTlLly: tA.r.xe N 69 orrr i' a dlrlonct p/ 9..7.55 fres le M. Petit of
} a {fldt4p. sa[d abe.. d4at nttd td[rrMdt emwm 00t ern; marc e7- lraa
x
Ffnee Asrormatr.n
!hv pr.p.rty rel xAMtn tAr leo ri95 Ft..d 4d J aY 6, Z 9 7-r eA.r feed )nauwAer Rdr
N F�yE Y.p Canmvut[yl !Mu[ Atinntrr O5flKORS'vC deed .KILT 6, xarS
1 ' UTILITY EASEMENT •B" L
N 30.68'4B" W
67.14'
1 N 87'57'20' a OF BEGINNING VERIZON LEASE PARCEL
{
1 ' 5er azyAr1 ,
! t
�, -E UTIL717 BASEMENT 'A'
POIN7 OF BeCINNING INGRESS/EGRES$ AND VTILITY CASEY£
4y S 62'b9'43" W
94 37•
µT._'. yn#: Vj.f9tti Wfl': .i :'�:? r. ._ :. ..•. - y, i7 . •.
ry
•;i41� fv^�'il', � fillly � i I�i11' ". T.' 3}.1I. 'S'
_ i ., 1'. :.� a �Y t:.• �'f' �
LOCA TION
LEGEND
SET 1/2" REBAR
0
POUND AS NOTED
COMPUTED CORNER -0
LEASE LINE
TIE LINE -
-
CENTERLINE EASEMENT
EDGE OF OF EASEMENT -
-
FENCE LINE-xx-
POWER POLE
0
TELEPHONE PEDESTAL
m
CTW -AROUND
TEXT WELL
a°44'lT4reu� OF AU1
KEEN
JF �SURVEYIN��'
a� LCV
� U
gRKA NS� '
"" r rHrMPEPrPr
J' NW CgpL1pN LO7 rao DL OCC S7
S 89'97'20" W 519.65' / CHERRY AND COY AOOMON TO THE CITY OF LITTLE ROCK
I. ty
V
n R
i pOUNO f' P!P$
i ` r gm CORKOR L07 to BLOCS 37
OF BEGINNING 20' UTILITY EA0EMENT "A•SB7^fiB`OB"W�9B 96 L f CNZMr AND COX AMMY 1b THE CITY OF LITTLE ROCK
^- �-- -f_ � __
1 5/8" GALVANIZED UNI -STRUT
3" GALVANIZED PIPE
FURNISH AND INSTALL #2 -
THHN CU GROUND WIRE
FROM GROUND LOOP TO
TELCO GROUND BAR IN PPC
FURNISH AND INSTALL #2 THHN CU -
GROUND WIRE WEATHER SEALED IN
RIGID CONDUIT FROM PPC GROUNDING
ELECTRODE CONDUCTOR TERMINAL TO
GROUND LOOP
#2 BARE SOLID TINNED
DATE DESCRIPTION
CU GROUND WIRE
A 10/24/141 PRElJM ISSUE
FURNISH AND INSTALL
B
#2 BARE SOLID TINNED
ISSUE
CU GROUND WIRE
C
PROPOSED -
SSC CABINET
I�#2 BARE SOLID
TINNED CU
V GROUND WIRE
FURNISH AND INSTALL -
2/0 INSULATED PIGTAIL
(1) PER CABINET
TYPICAL EQUIPMENT GROUNDING RISER DIAGRAM
SCALE: N.T.S.
TO ANTENNA
CONNECTOR TO JUMPER
OR ANTENNA
1C �
COAX CABLE
O COAX CABLE
'0 GROUNDING CLAMP KIT
INSTALLATION OF BUTYL &
TAPE PER MANUF. SPEC'S
PROVIDED IN GROUND KITS
#6 AWG GROUNDING
CONDUCTOR
TO GROUND BUS BAR
TO CABINET
CONNECTION OF CABLE
GROUND KIT TO ANTENNA CABLE
L SCALE: N.T.S.
PROPOSED UNITSTRUT,
AS REQUIRED FOR
PROPOSED EQUIPMENT
.177
I BOND TO EXISTING CONDUCTOR WITH #2
BARE SOLD TINNED CU GROUND WIRE
-A---- --- -- -1--- -�
BOND WAVEGUIDE BRIDGE SUPPORT POSTS TO
GROUND LOOP WITH #2 BARE SOLID TINNED
CU GROUND WIRE CADWELD CONNECTION
#6 AWG FROM ANTENNA
MOUNTS AND EQUIPMENT
GROUNDING (RE: 1/132
FOR QTY)
,,. "^' � LUG,
CONTRACTOR TO SPRAY GROUND
BAR WITH COLD GALVANIZE ONCE
ALL CONNECTIONS ARE COMPLETED
0 GROUND BAR DETAIL
A-) SCALE: N.T.S.
PROPOSED GROUND
GROUNDED TO TOWE
#6 AWG INSULATED
STRANDED COPPER
FOR EQUIPMENT
GROUNDING, TYP.
TRUE NORTH
(O.6M1AG E)
A ANTENNA GROUNDING PLAN
SCALE: N.T.S.
VENDOR:
T • -Mobile
7668 WARREN PKY, STE 100
FRISCO, TX 75034
UCED BY:
a
SPECIALTY TELECOMMUNICATIONS
SERVICES. LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY. SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMU/V/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
:SITE NAME:
'WEST LITTLE ROCK
IBTS NUMBER:
AR01215A
SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
IVO
DATE DESCRIPTION
BY
A 10/24/141 PRElJM ISSUE
NDP
B
3/3/15 PRELIM
ISSUE
JWM
C
3/10/15 PRELIM ISSUE
JWM
D
3/17,/15 PRELIM ISSUE
JWM
E
3/30/15 PRELIM ISSUE
JWM
F
4/7 15 PRELIM ISSUE
JWM
0 j
4/8/15 CONST ISSUE
JWM
119/13/15
CONST ISSUE
JWM
.215/18416
CONST ISSUE
JWM
!SHEET TITLE:
GROUNDING DETAILS
SHEET #:
G3BY:
PROJECTd
Y: IC
cKDnon
ANTENNA MOUNT ANTENNA 1
(TYP.)
ANTENNA (TYP.)
ANTENNA 2
ANTENNA 3
TMA
CABLE GROUNDING I I I I I COLLECTOR BUS BAR
KIT, RE: 2/G3 (TYP.) I I I I I I (GROUNDED TO TOP
OF TOWER).
HYBRID CABLE (TYP.) — — L_�� — - J J SR
(GROUNDED TO MID #2 AWG TSBC GROUND WIRE
POINT OF TOWER FOR
TOWERS OVER 200').
METAL CABINETS SUCH 3/4" FLEX CONDUIT
AS POWER, TELCO, SLEEVE
— ---- — — -- DISTRIBUTION PANEL,
BUSS BAR MOUNTED r — — — — — — — — — I WAVEGUIDE BRIDGE
WITH INSULATORS AT I r J SUPPORTS, EQUIPMENT FINISHED GRADE
BASE OF TOWER I II i — — — — — "-` '-- — — �CPPORT, PLATFORM,
I I MODULAR z:
CELL INTERNAL EQUIPMENT g L✓' L j
{�I CABINET GROUND BUS BAR
WAVEGUIDE BRIDGE I """ 1 SUPPLEMENTARY
GROUND BUS BAR I I I ,ABINET FRAME I GROUND WIRE
MOUNTED AT I I I I 1
WAVEGUIDE BRIDGE I
I I
I--- �---
MAIN GROUND RING IF r CADWELD (TYP.)
-A --------- 4-L---------
4 TOWER GROUNDING RISER DETAIL
SCALE: N.T.S.
TYPE GT TYPE VS TYPE 2–YA-2
TYPE SS TYPE VBC TYPE YGHC
4 TYPICAL CADWELD DETAILS
SCALE: N.T.S.
TO MAIN GROUND RING
,r7 STUB UP DETAIL
L SCALE: N.T.S.
COPPER GROUND ROD
(5/8'x8'-0" LONG)
5 COPPER -CLAD STEEL GROUNDING ROD
SCALE: N.T.S.
z
0
iv
0
I
N
7 GROUND RING DETAIL
0 SCALE: N.T.S.
x
af' GROUND TEST WELL DETAIL
SCALE: N.T.S.
FINISHED GRADE
AGGREGATE SURFACE
#2 AWG SOLID BARE
TINNED COPPER
EXTERIOR GROUND
RING
EXOTHERMIC WELD
TO GROUND ROD
GROUND ROD
(TYP.), RE: 5/G2
6"x24" DEEP INSPECTION
SLEEVE, PVC OR SOIL PIPE
WITH CAP OR EQUIVALENT.
CADWELD CONNECTION
(TYPE–GT)
1" WIDE SLOT FOR
GROUND WIRE EXTEND
2" ABOVE GROUND WIRE
#2 AWG SOLID TINNED
COPPER WIRE (EXTERIOR
GROUND RING)
3/4" CRUSHED STONE OR
EQUAL FILL TEST WELL TO
WITHIN 2" OF TOP OF
GROUND LOOP WIRE
5/8"0x8' LONG COPPER
CLAD GROUND ROD
•Mebile-
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
a
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
BY:
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA. OKLAHOMA 74119
(918) 949-4551
:SITE NAME:
WEST LITTLE ROCK
I3TS NUMBER:
AR01215A
:SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
ATE OF -
f'4
ARKANSAS
'L_J
WIA
No. 16564
p�N
R. C d�7G
PE #16564 EXP 12/31/17
NO
DATE DESCRIPTION
BY
A 10/24/14[ PRELIM ISSUE
NDP
B
3,/3/15 PRELIM ISSUE
JWM
C
3 10 15 PRELIM ISSUE
JWM
D
3/17/15 PRELIM
ISSUE
JWM
E
3/30/15 PRELIM
ISSUE
JWM
F 1
4 7/15 PRELIM ISSUE
JWM
0
4/8/15 CONST ISSUE
JWM
1
9113 15 CONST ISSUE
JWM
2 15J18/16
CONST ISSUE
JWM
'SHEET TITLE:
GROUNDING DETAILS
SHEET
LJ
PROJECT !j:REV:
BY: CKD:
non JWM
L