Z-5574-B MapT 0 •Mobile•
12980 FOSTER, SUITE 200, OVERLAND PARK, KS 66213
SITE INFORMATION
SITE TYPE: MONOPOLE
SITE NAME: WEST LITTLE ROCK
SITE NUMBER: AR01215A
SITE ADDRESS: 2194 S FILLMORE ST
LITTLE ROCK, AR 72204
COUNTY: PULASKI COUNTY
JURISDICTION: CITY OF LITTLE ROCK
OCCUPANCY TYPE: UNMANNED
A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR
HUMAN HABITATION.
APPLICANT: T—MOBILE
12980 FOSTER ST
OVERLAND PARK, KS 66213
877-878-7326
SITE COORDINATES (NAD 83):
LATITUDE: N. 34.73253
LONGITUDE: W. —92.33874
GROUND ELEVATION: 320' (AMSL)
° PROPERTY OWNER:
METHODIST CHILDREN'S HOME
501-661-0720
TOWER OWNER:
* ATC
116 HUNTINGTON AVE 11TH FLOOR
BONSTON, MA. 02 11 6
877-518-6937
SITE NAME: METHODIST CHILDREN'S HOME
STE NUMBER: 418812
MANAGED BY:
`I EMILY COVER
' PHONE: 781-926-4982
DESIGNER:
BRANCH COMMUNICATIONS, LLC
a 1516 SOUTH BOSTON AVE. STE 215
TULSA, OK. 74119
CONTACT: JAMES W MCCOY
PHONE: (918) 261-1875
5
SPECIALTY TELECOMMUNICATIONS SERVICES, LLC
PROFESSIONAL ENGINEERS AND CONSULTANTS
13431 N. BROADWAY. STE 120
OKLAHOMA CITY, OK. 73114
O K POWER COMPANY:
p 167 ENTERGY
T -MOBILE SITE NUMBER:
T -MOBILE SITE NAME:
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
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DEPART LITTLE ROCK NATddNAL AIRPORT EXIT ROAD NAME CHANGES TO ANNIE M BANKHEAD DR [BANKHEAD DR] 0.3 MI, TAKE RAMP
(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
MI, 1-30 E / US -167 N / US -65 N / DOWNTOWN AT EXIT 1398, TAKE RAMP (RIGHT) ONTO 1-630 5.0 MI, 1-630 AT EXIT 5B, TAKE
RAMP (RIGHT) ONTO S UNIVERSITY AVE 0.5 MI, SOUTH UNIVERSITY AVENUE TURN LEFT (EAST) ONTO W 12TH ST 0.2 MI, TURN RIGHT
(SOUTH) ONTO S PIERCE ST 0.5 MI, TURN RIGHT (WEST) ONTO W CHARLES BUSSEY AVE 43 YDS, TURN LEFT (SOUTH) ONTO LOCAL
ROAD(S) 0.1 MI, ARRIVE AR -01215.
A&E DRAWING REVIEW
TITLE: SIGNATURE: DATE:
PROPERTY OWNER:
T—MOBILE CONSTRUCTION MGR:
ZONING APPROVAL:
RF ENGINEER:
SITE ACQUISITION:
STATUS CODE:
1 ACCEPTED—WITH OR NO COMMENTS, CONSTRUCTION MAY PROCEED
2 NOT ACCEPTED—RESOLVE COMMENTS AND RESUBMIT
THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORRE
THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTS
ARE SUBJECT TO RENEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES
OR MODIFICATIONS.
ONE CALL NUMBER:
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CALL ARKANSAS
ONE CALL 811
(800) 482-8998
CALL 3 WORKING DAYS
BEFORE YOU DIG!
DO NOT SCALE DRAWINGS
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS
AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY
THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
CODE COMPLIANCE
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.
NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT
WORK NOT CONFORMING TO THESE CODES.
BUILDING/DWELLING CODE: IBC 2009
STRUCTURAL CODE:
IBC 2009
PLUMBING CODE:
IPC 2009
MECHANICAL CODE:
IMC 2009
ELECTRIC CODE:
NEC 2011
FIRE/LIFE SAFETY CODE: IBC 2009, IFC 2009, NFOA 101
i • -Mobile,
7668 WARREN PKY, STE IOD
FRISCO, TX 75034
PRODUCED BY:
5f
SPECIALTY TELECOMMUNICATIONS
SERVICES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
CED BY:
BR NCH
COMMUNICATIONS, 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
12ROJECT NUMBER:
AR01215A
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No. 16564 xL_ {
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PE #164` P -P 12/31/15
NO
DATE DESCRIPTION
BY
A
10,/24J141 PRELIM ISSUE
NDP
B
5 PRELIM ISSUE
JWM
C
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3/12Z15 PRELIM ISSUE
JWM
D
3/17/15 PRELIM ISSUE
IJWM
E
3/30/15 PRELIM ISSUE
IJWM
F
4/7/15 PRELIM ISSUE
JWM
0
4 B 15 CONST ISSUE
JWM
1
9 13 15 CONST ISSUE
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'SHEET TITLE:
TITLE SHEET
SHEET #:
T 1IJPR
PROJECT #:
AR01215A
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1
BY:
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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.
melffelmlentlig
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/EIA - 222 - G
t 2009 INTERNATIONAL BUILDING CODE
i BUILDING OFFICIALS AND CODE ADMINISTRATORS (BOCA) 1990
4 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS 2009
• UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS
* AMERICAN INSTITUTE OF STEEL CONSTRUCTION
4 SPECIFICATIONS (AISC)
i 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 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 MATER
VENDOR.
' w Mobs 1
7668 WARREN PM STE 100
PRISCO, TX 75034
PRODUCED BY: -
S�5
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
13TS NUMBER:
AR01215A
:SITE ADDRESS:
2194 S FILLMORE ST
LITTLE ROCK AR 72204
PROJECT NUMBER:
AR01215A
ARKANSAS
7
No. 16564 .� f
!~ N i' Im-
PE #16564 EXP 12/31/15
IVO DATE DESCRIPTION
BY
A 1Q/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 3130J1 5 PRELIM ISSUE
JWM
F 4/7/151 PRELIM ISSUE
JWM
0 4/8/1 5CONST ISSUE
JWM
1 9 13 15 CONST ISSUE
JWM
'SHEET TITLE:
GENERAL NOTES
SHEET
GN1
OJECT y:
[AR01215A
R
C191
JWM
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 1.1 WORK INCLUDED
A. IF REQUIRED, ERECT FURNISHED TOWER.
B. GROUND TOWER TEMPORARILY DURING ERECTION. GROUNDING SHOULD INCLUDE
BASE(S) AND ANCHORS
r C. IF REQUIRED, INSTALL THREE (3) SIDE ARMS, CONSISTING OF OWNER
h REPRESENTATIONS.
D. INSTALL ANTENNAS AS INDICATED ON DRAWINGS AND OWNER SPECIFICATION.
' E. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS.
g F. INSTALL FURNISHED GALVANIZED STEEL WAVE GUIDE LADDER.
E 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. EIA — ELECTRONIC INDUSTRIES ASSOCIATION TIA—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.
VENDOR:
j.
7668 WARREN PKY, STE 100
FRISCO. TX 75034
PRODUCED BY, f-
�
SPECIALTY TELECOMMUNICATIONS
SERVICES. LLC.
PROFEMDNAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SUITE 120
DKLAHOMA CITY, OK 73114
(405) 753-7167
D BY:
BR NCH
COMML/N/CA770NS,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
Il ARKANSAS
LL__j
K0 SI
E GN
v
o.165 f
p16
PE #1 P 12/31/15
190 DATE DESCRIPTION
BY
A 10 24 14 PRELIM ISSUE
NDP
B 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
JWM
0 3/17/15 PRELIM ISSUE
JWM
E 13/30/15 PRELIM ISSUE
JWM
F 1 4/7/15 1 PRELIM ISSUE
JWM
01 4/8/15 1 CONST ISSUE
JWM
1 19/13/15 1 CONST ISSUE
JWM
:SHEET TITLE:
GENERAL NOTES
SHEET #:
G N 2
PROJECT #:
AR01215A
w
II
BY:
JPR
CKD:
JWM
11'-0"
O
I
m
e
o � _
N /
t ~ EXISTING 12'-0"
0 , WOOD GATE
I
M
EXISTING 8'-0"
WOOD FENCE
� x
in
00
Y I
PROPOSED
METER
x
5'-0"
37'-0"
12'-0"
PROPOSED 10'-D"
T -MOBILE ICE BRIDGE,
RE: SHEET C3
x x x
PROPOSED T -MOBILE
10'-0"x12'-0" CONCRETE
EQUIPMENT PAD AND
LEASE AREA, RE: 2/C1
x
1 x
/ PROPOSED ill
I T -MOBILE
g SSC CABINET °'
4'-0"
�
0
r ,
0
I
o
12'-0" (LEASE AREA)
-
PROPOSED T- MOBILE
PROPOSED 6'-0"
JWM
UTILITY RACK FOR
T -MOBILE ICE BRIDGE,
-0"
EQUIPMENT, RE: 1/G3
RE: SHEET C3
JWM
F 4/7/15 PRELIM ISSUE
JWM
0
1
JWM
1 9413/15 CONST ISSUE
- •
EXISTING
SHEET:
C 1
PROJECT:
AR01215A
VERIZON
°L.
C%D:
JWM
CONCRETE PAD
Q
o
a
0
EXISTING ICE —
BRIDGE
EXISTING 150'
MONOPOLE
10
PROPOSED GPS
EXISTING H -FRAME
EXISTING
GENERATOR
Y, x k x x [ x
V-0" 9'-0" 3'-0" 10'-0"
I OVERALL SITE PLAN
IC- SCALE: P
r
'T. • `Mobile'
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
6y--
BR
Y:
BR ✓ CH
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
RIOJECT NUMBER:
AR01215A
1
siATE o,, -
ARKANSAS
= v NO. IbOb4
r
c
?XP 12/31/15
PE #16;6_4
INO DATE DESCRIPTION
BY
12'-0" (LEASE AREA)
NDP
B 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
JWM
-0"
8'-7 1/2"
2'-3 3/8-
JWM
F 4/7/15 PRELIM ISSUE
JWM
0 4 8 15 CONST ISSUE
JWM
1 9413/15 CONST ISSUE
JW
SHEET TITLE:
OVERALL AND ENLARGED
SITE PLANS
SHEET:
C 1
PROJECT:
AR01215A
1
BY:
JPR
C%D:
JWM
0
PROPOSED GPS
N
ANTENNA, RE: 4/C3/
PROPOSED
x
_
T -MOBILE
Q
$$Q
N
CABINET
¢_
+
0
PROPOSED
01
1
l0
DISCONNECT
PROPOSED
+, •': `
0
T -MOBILE PPC
CABINET, RE: E3
x
PROPOSED
0
H -FRAME ATTACHED
ITO
CONCRETE PAD,
"1
1
RE: 3/S1
x
..
PROPOSED T -MOBILE
10'-0"x12'-0" CONCRETE
EQUIPMENT PAD AND LEASE AREA
TRUE NORTH
(0.61 -MAG E)
TRUE NORTH
-MAG
�] ENLARGED SITE PLAN
(0.61 E)
IC- SCALE: P
r
'T. • `Mobile'
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
6y--
BR
Y:
BR ✓ CH
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
RIOJECT NUMBER:
AR01215A
1
siATE o,, -
ARKANSAS
= v NO. IbOb4
r
c
?XP 12/31/15
PE #16;6_4
INO DATE DESCRIPTION
BY
A 10/24/14 PRELIM ISSUE
NDP
B 3/3/15 PRELIM ISSUE
JWM
C 3/10/15 PRELIM ISSUE
JWM
0 3 17 15 PRELIM ISSUE
JWM
E 3/3Q/1 5 PRELIM ISSUE
JWM
F 4/7/15 PRELIM ISSUE
JWM
0 4 8 15 CONST ISSUE
JWM
1 9413/15 CONST ISSUE
JW
SHEET TITLE:
OVERALL AND ENLARGED
SITE PLANS
SHEET:
C 1
PROJECT:
AR01215A
1
BY:
JPR
C%D:
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)
TOP OF TOWER
ELEV. = 150'
EXISTING
,t T -MOBILE ANTENNAS
ELEV. 129'
PROPOSED T -MOBILE
ANTENNAS
EXISTING 150'
MONOPOLE
1
2/C2
PROPOSED:
(3) NEW ANTENNAS
(3) NEW TMA'S
(3) NEW FLUSH ANTENNA MOUNTS
(6) NEW 7/8" COAX LINE
5/C3
PROPOSED TOWER ELEVATION
SCALE: N.T.S.
PROPOSED TMA'S
GAMMA
AZIMUTH 240'
C
LTE70
AWS/UA
PROPOSED ALT FAo�,.., ,. .
MONOPOLE COLLAR MOUNT
WITH LP -42 ANTENNA MOUNT
OR EQUIVALENT
N
ao
m W
Y
ANTENNA SCHEDULE
ANTENNA
POSITION
JUMPER COLOR
CODE
AZIMUTH
(DEG)
RAD CENTER
(FEET)
PROPOSED ANTENNA
MODEL #
ELECTRICAL
DOWNTILT
MECHANICAL
DOWNTILT
TMA'S
COAXIAL FEEDER
TECH
QTY
MODEL #
SIZE
LENGTH
LTE PCS - RED -GREEN CHECKER STRIPE
RED 2/RB
LTE AWS - YELLOW -BLACK CHECKER STRIPE
1 9 13 15 CONST ISSUE
UMTS PCS - RED -WHITE CHECKER STRIPE
:SHEET TITLE:
ANTENNA ORIENTATION,
MOUNT AND SCHEDULE
UMTS AWS - GREEN -WHITE CHECKER STRIPE
PROJECT #:
A 0
GSM PCS - BLACK -WHITE CHECKER STRIPE
BY::
JPR
4. MULTI PORT ANTENNAS: TERMINATE UNUSED ANTENNA PORTS WITH CONNECTOR CAP &
L700
RED 1/RB
A-1
0'
129'
ANDREW
SBNH-1 D65C.SR
7
0'
BETA
TMAT192B78-21A
(2) 7/8"
170'
RED 2/YB+RW
AVA5-50A (7/8" HARD LINE) = 10"
B-1
B-1LTE
AVA7-50A (1 5/8" HARD LINE) = 15"
'UMTS
LDF7--50A (1 5/8" HARD LINE) - 20"
PCS
7. CONTRACTOR SHALL RECORD THE SERIAL #, SECTOR. AND POSITION OF EACH ACTUATOR
INSTALLED AT THE ANTENNAS AND FURNISH THE INFORMATION TO T -MOBILE.
LTE AWS
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
TRUE NORTH
VERIFICATION FORM TO THE CONSTRUCTION MANAGER.
(0.61' E)
UMTS PCS
RED 1/YB+RW
YELLOW 2/RB
L700
YELLOW 1/RB
B-1
120'
129'
ANDREW
SBNH-1D65C
2
0'
1
TMAT192B78-21A
(2) 7/8"
170'
YELLOW 2/YB+RW
LTE AWS
UMTS PCS
YELLOW 1 /YB+RW
BLUE 2/RB
L700
BLUE 1/RB
C-1
240'
129'
ANDREW
SBNH-1D65C
2
0'
1
TMAT192878-21A
(2) 7/8"
170'
BLUE 2/YB+RW
LTE AWS
UMTS PCS
BLUE 1/YB+RW
COLOR CODING PROVIDED BY T -MOBILE
ALPHA
AZIMUTH 0' A-1
LTE700/LTE
AWS/UMTS PCS
--7 ANTENNA AZIMUTH PLAN
IC— SCALE: N.T.S.
I • ,Mobile
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
SPECLALTY TELECOMMUNICATIONS
SEROCES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SURE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
ED
BR NCH
COMMUM/CAT/ONS,ILL C
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
5� A _Z F
ARKANSAS
,k**
No. 16564
:.
�Rri�. D
PE #16564 £XP 12/31/15
IVO DATE DESCRIPTION
ANTENNA NOTES
A 1OJ24/141 PRELIM ISSUE
1. ANTENNA CONTRACTOR SHALL INSURE THAT ALL ANTENNA MOUNTING PIPES ARE PLUMB.
B 3/3/15 PRELIM ISSUE
2. COAXIAL FEEDER & FIBER LENGTHS INDICATED ARE APPROXIMATE.
ANDREW
3. ANTENNA COAXIAL FEEDERS & ANTENNA JUMPERS SHALL BE COLOR CODED PER T -MOBILE
SBNH-1D65C.SR
REQUIREMENTS. IN ADDITION TO THE COLOR CODE IN THE ANTENNA KEY THE FOLLOWING
ANTENNAS
CHECKER STRIPE SHALL BE ADDED TO EACH ANTENNA COAXIAL FEEDER & ANTENNA JUMPER
TYPICAL OF (3)
LTE 700 - RED -BLACK CHECKER STRIPE
F 4/7/15 PRELIM ISSUE
LTE PCS - RED -GREEN CHECKER STRIPE
0 4 8 15 CONST ISSUE
LTE AWS - YELLOW -BLACK CHECKER STRIPE
1 9 13 15 CONST ISSUE
UMTS PCS - RED -WHITE CHECKER STRIPE
:SHEET TITLE:
ANTENNA ORIENTATION,
MOUNT AND SCHEDULE
UMTS AWS - GREEN -WHITE CHECKER STRIPE
PROJECT #:
A 0
GSM PCS - BLACK -WHITE CHECKER STRIPE
BY::
JPR
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.
BETA
6. MINIMUM BEND RADIUS:
AZIMUTH 120'
LD174-50A (1/2" HARD LINE) = 5"
FSJ4-508 (1/2" SUPER FLEX) = 1 1/4"
AVA5-50A (7/8" HARD LINE) = 10"
B-1
B-1LTE
AVA7-50A (1 5/8" HARD LINE) = 15"
'UMTS
LDF7--50A (1 5/8" HARD LINE) - 20"
PCS
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
TRUE NORTH
VERIFICATION FORM TO THE CONSTRUCTION MANAGER.
(0.61' E)
MAG
I • ,Mobile
7668 WARREN PKY, STE 100
FRISCO, TX 75034
PRODUCED BY:
SPECLALTY TELECOMMUNICATIONS
SEROCES, LLC.
PROFESSIONAL ENGINEERS
AND CONSULTANTS
13431 N. BROADWAY, SURE 120
OKLAHOMA CITY, OK 73114
(405) 753-7167
ED
BR NCH
COMMUM/CAT/ONS,ILL C
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
5� A _Z F
ARKANSAS
,k**
No. 16564
:.
�Rri�. D
PE #16564 £XP 12/31/15
IVO DATE DESCRIPTION
BY
A 1OJ24/141 PRELIM ISSUE
NDP
B 3/3/15 PRELIM ISSUE
JWM
C 3J10/15 PRELIM
ISSUE
JWM
❑ 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
I JWM
:SHEET TITLE:
ANTENNA ORIENTATION,
MOUNT AND SCHEDULE
SHEET {j:
C ^
1
PROJECT #:
A 0
w
II
BY::
JPR
D -A
CKD:
JWM
f
u
SCALE: 1'=30'
BASIS Or RPARFNC.S•
SURVEY BY PS/1425 DATED 2/2/06 FOR VERIZON r/RELESS
@ASIS PF ELEVATIONS
ASSUMED
// ' N 20.67'32- E
//
1 ' 86.-1'
I
N 29.04'05' E
99.99'
/I
I I
I S 29.20' I7' E
i 29-z4'
I r INGRESS/EGRESS AND UTILITY RASEMENT
DRIVEWAY
INGRR6",r'IE(,RK95 AND UTILITY
L- S 89.19'24' W
36.09' N 87'04'68- r
78.70'
s SE'I1'Y6' E
9 f,Of'
N 67'57' f 1' E
64.78'
N 84.08'17" r
53.64'
SEE DETAIL
5/8- R68AR
N 87'07'95' E 50.00'
SITE NAME: LITTLE ROCK AR01215
9 89.59'49• r
84.86'
8' WOOD FENCE
-x x�x�ee
GRAVEL
tYMAR aF 1arfR 1a LBASa LINE
fT N.RIN -.
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Xl
1 � \O� N 90'68'48- W
87.44'
1 N 87'57'20' £ INT OF BEGINNING YERIZON LEASE PARCEL
' 26.74'
■
1 - � UTILITY BASEMENT "A'
POINT OF BEGINNING INGRESS/FGRRSS AND U77LITY EAS8fIR
C r �FY_7.'rR OPTIC BOX, J
S 62'59'49'
94,37'
e
� V
r N 77'49'06- E -N 88.07'87' B-s2'6f' r
l64.46' 9999' 4
55.74'
r
N 61•21'29' E
42.88'
6R Y 6G Ideze_AbIE fm e..00ldrAJ
51.36'82' E
79.42' A parte! of fated lyra) ; the real 9 of the SOuMwrrt K f Section 7. r.w*WWV r Kmlk
Raaf. 12 W.O.Prinst! County, Ar}ansa. bring mora portieulorly d ... rra.d a faOmo..d-
C.mmr ,I of a 1';.- 1- plpr Jound vn !W, Ir -,;n !'ef-11 fine of FW. A 1e 1 ar elle
E 88.10'49' W Smelhte,al rean.r vl L.f fQ, Nlpet 97 .J CArrry and &fui.n 1a Lulrr Aeck Arkaenw v
"0,04 +rl Fam Remit r- Pug. 66 7n W L:r 11 C.vnep Clr+re QJJec. of .ev! Cavnty; Ihrntr rim N
92.21' Of. 0r4r L f n diaf-a .J 4869 fere e. a !' .ntnpra pier Jv.0 d !hr Kalµan cmrnn of
Meta Lot 10: thL S aY A; r Jpr a dlrlonar eJ 61355 feel to a 6/9' rapped 1•.6aa ae!
{Slee! and en. Alin! mf Hrginniry th, S aY Is' £ Jar o dotantr of 60 0a jer[ to
eapprJ Herm of fSMrJ; Nta+or 3 87�D7'3S !r -for ¢ et4leae. of 6P•aa fere !o o eepp.d
rra4r ere fSflrl; lh.nre N Rt"6.rf6- It Joe a dbfono. of Ram f..t m a Aw ..pp. -t,-re
m t
"&V%onlal.. Owen; 61mm. a lns'00 t-( 1. the P-14 % MyfaaftMV. S -id
d part.! s9rar
L'b IAM 4rsSklfe58SAND-[�'narrr asauavr I� mr�ld..d1
An earnrwit In rhe r f ■ of M4 $wrtln..ri J6 mf Sert[rn 7, i.aTralP t N.rrll Rmiyr
lP rrkL P�.lwf►:
Jr. Arkmrxa.f 8e/np mo.e pme4+aa,,y d.aeri6rd a! Jef9Ca t.
Canan..wing ee a !' .Pm !vp peer 1[.nI on w Eu! ripM-y�.ey etre eJ fiD,nan STrse[ y w.
SwHm.sl cane.•91111
f✓1 Lar 1a, eLrek 77 y CAr.ry al,d Co. AddSHen ro LS}}:. Rmrk Ark0 sr
roaelW vt Ra! Hao! Dolt BB N
B.
IXrrx]t Cau..y Cl.rYr, OJfSe f ,ala Campy: !honer run N
Or. Or4r S J.r a dirfw�er of 08.89 J.rl !. a 1' e.imprd plpr Jawed et the herlhw.rl rmrnrr i
fold L.! 16; rh-. S so STEF r fm a Oil.- .J 618.66 at to a 6/ff cappedHaar 00
fstrr). +Arne. $ 0275r25'r f a dtrrw.e..1 sa.o0 fee[ e.. 5/a .qv e se, (serf:
M,rtre. S 8; Or96- r for ¢ dr e-- of aa.00 Pat e. a S/d enppad -6-of fsMr). µaur N
D;: t5tY5' W fkr a dfa!moor of
OlsnilfrlyrltEreWa� eJhnrs>atifn a+Si r Y6O rjYaO.'s 2WM5 -J0r0sr Afocidi faaWnedL" r R^.9feva� B.MJ ofen le!mrh
/6.f"I npfrarllrprV/rllglanadrarmertodtN
d
to a p.tn1 lh.nn N �Sfa saOa ■
Joe a drtraner .f 11571 fe.! to o pkLrl rWrner ,�1 u wr4s• r p.r a dtaranrr .1 }ra.r6 J•rt to
a dlafan.rlh of 39. R7 �te a p.[N� !teener M ?f0 6T3: rn 1•r n dla enc. y 57 -$TF %a
N
palm Wner X H7 4eSf• r for a dircme vJ 67.90 r! fa . pmini• !Amro N 67-6Trl Joe n
dttfann .j 6.1.76 fn! t. a pafnF lA.n[s N 5P-1118' C fee o diaMnCe mJ 31, Of Jaa! !a 6 p.sxr
ehanrr N d$ eR'Pr 8 J.r a derfener ey 9D Qf fere ro e p.inf. eMner $ a drep4•£ J e
d4taner of 7870 J 1 }. a pone! tlrncf S r<�prlr E Jm a dtasanes .f 53.644 Jeer e. a p.InL•
014-N 67 6547 r for dl> n[. It S4 AW Jfrl !. a. mlm/ a � of 7].!2 f..f . pl1M
0talm.c, / SY.Yr Jou! i. a porn!- fArncr N I3A' £ f
Ahmrr N df"Y f'YH' 6 J.r a aware. of 4P B8 f.rf fp a p.iN: fhme. N n'rreb' P for ¢
mrlener pf AS T4 rH! h .pan!- Nr1xr N 611_DT'9T r for 0 drrmec. W 6444 feel ro a p.1nt.
thento S , MP6f r fpr a dr+[enc. eJ 89. i9 f d en.ae m ko" to M. e:mfntw d fYA:merY
Strom! ani Iter p g.r v 14ow y. Sold a0eM1 d0fe'trtmd rnaratrn! Canlatar O -6P ami mars Dr fart
-. em nt2m dj
An ea.pnwert lyreyy 1r1 the Misr }{ .J [hr Sourltuyr! H .% Srefien 7. T.err.Nep r Nwift Ranco
!2 WrrR fRdukl L'oi.e.ty. ArI;-
===,.
anaaf a.lnp mon pmitcnlmgi desenlyd u JgfeowR
coy ata I' q,m top Jry.r rvM an the Alear rlyrj Wuy ttnr of fillm..s semi el Lhr
--d.drl Cerner of Jnf r0, 8feet �T .f CArmv kafd Cpm AddAf.n fv Lill tf A_ A,*._os ax
0esrdrd tin P1W Boot r- Pqv. a8 fn who LN.W County Cr fL'r Of free J I'll C.uergr flunn ran s
7Td606' W j.r a dlararrrr .J 4M sS J,.l e. fh. Pelnl d Brat.ntnq .1 on UU £¢N1 IMrng 20
fere 1n WJu and AytOl sa}.r[ m reek ase[t N w lOMoun++a drtcriard c.nA.r'Rne: fh-- N
Bel dl'4A• W . drrtary[o of 9T furl I. a pink gha. . s 62 6d'4.p• W . dUL-a W 94.67 Ince
W w F.W .f A:Yr I*W. said okay drerriard =mermen! aenla4,r 0.09 aerfr mar ar leu
f� rml RY 364C1tA'NJ' ;j[ !ea .reviled!
An retmvn! Lying In She re -f ,Y aJ eh, Soufhea.rr! X f Srelirn 7 To.mahep I Nort7. Range
72 Weer, Pm a ki County. Ark¢nrua ammo mora Pm"W4 Piy ol* o Wd as lotlanx
�+ $E4.r¢n[ ma .tJ 0. pp7.Chy. aFdortCiWutlne of FfBRprr SM.! o! fAr
L[Hl. B.eY, Ariareaor ar
BOVIO r 6 �o dial-
ial fe..rr�q/r 48 tlB f� Lbeurt �+� p�a/COer+�� i,6.�N Hk.." � of y
q recd Lot fa• rhnrce S" 97101 W Jx a dulanr. af 8(.x66 14.1 r0 a aj6` copped "rp rN
{£Mr} Memo S aY r6PY6- E for o dt,emin of 6a.Da Jr.1 I* a 6/K aepprd nam reg {sMW}Y
Nu.ee. S 717LrTSC r for . dlrtane..J 6aDe J..f fe a 6fS rapped +►mar are f,411rj: I;: A'
0.•t6P.a5' M for a dirgrmee W i'109 /a r m ¢ p.ianf• ihreete a B7N`rd0' r Jar n dsfune..f
65.74 Jet! fp a pmwr L\rner N 90. 58'49' I� d4[¢nn of BT.Or fnf r. to. Joan W
en
B hep y an Vfu[ey Raarmreel 6.[np £0 f••+ in uidfh d ryla8 1211 of on.-s&I of MI
SHd een.,r aamlerd ewinaa x cvnrmtt
ris 0.07 a� inar�.r xw [ to w Pine y
wed 1ntT Bran �ad!.�a
TMs P�^P'rM u na! sArhin H. fpm 2045 Fled Preen. 6 h the Flood freaaaranee Rale
Map Cmnmwfly Poacg A'umaer O5f19C0452C, doled P1JI.Y 6, 2 fE
S 89'37'20' W 513.55'
167 OF BEOINNING 20' UTILITY EASEMENT 'A'
L O CA TI O N Ad -,4 P
LEGEND
SET 1/2' REBAR
•
■
COMPUrA'D CORNER
O
LEASE LINE
$ s4•QY4a' E
rrE LLNE -
-
CENTORLWE EASEMENT -
-
EDGE OF EASEMENT -
�l
FENCE LLNE-xx-
POVER POLE -C)
TELEPHONE PEDESTAL
m
GTW -AROUND
TEXT WELL
1 RAVEL DRIVEWAY
z
N 90'68'48" W
48.27'
PPaWT OF BEGLVNING 20' UTILITY EA$ENENT 'B'
__a'0'O UTILITY EASEMENT "B'
N 84.08'17" r
53.64'
SEE DETAIL
5/8- R68AR
N 87'07'95' E 50.00'
SITE NAME: LITTLE ROCK AR01215
9 89.59'49• r
84.86'
8' WOOD FENCE
-x x�x�ee
GRAVEL
tYMAR aF 1arfR 1a LBASa LINE
fT N.RIN -.
u• use �
a' SOl?H ••r4� �
X0.NYVLR fa .'a.'.
BIM,
w
x
�iowa■ yQ
Xl
1 � \O� N 90'68'48- W
87.44'
1 N 87'57'20' £ INT OF BEGINNING YERIZON LEASE PARCEL
' 26.74'
■
1 - � UTILITY BASEMENT "A'
POINT OF BEGINNING INGRESS/FGRRSS AND U77LITY EAS8fIR
C r �FY_7.'rR OPTIC BOX, J
S 62'59'49'
94,37'
e
� V
r N 77'49'06- E -N 88.07'87' B-s2'6f' r
l64.46' 9999' 4
55.74'
r
N 61•21'29' E
42.88'
6R Y 6G Ideze_AbIE fm e..00ldrAJ
51.36'82' E
79.42' A parte! of fated lyra) ; the real 9 of the SOuMwrrt K f Section 7. r.w*WWV r Kmlk
Raaf. 12 W.O.Prinst! County, Ar}ansa. bring mora portieulorly d ... rra.d a faOmo..d-
C.mmr ,I of a 1';.- 1- plpr Jound vn !W, Ir -,;n !'ef-11 fine of FW. A 1e 1 ar elle
E 88.10'49' W Smelhte,al rean.r vl L.f fQ, Nlpet 97 .J CArrry and &fui.n 1a Lulrr Aeck Arkaenw v
"0,04 +rl Fam Remit r- Pug. 66 7n W L:r 11 C.vnep Clr+re QJJec. of .ev! Cavnty; Ihrntr rim N
92.21' Of. 0r4r L f n diaf-a .J 4869 fere e. a !' .ntnpra pier Jv.0 d !hr Kalµan cmrnn of
Meta Lot 10: thL S aY A; r Jpr a dlrlonar eJ 61355 feel to a 6/9' rapped 1•.6aa ae!
{Slee! and en. Alin! mf Hrginniry th, S aY Is' £ Jar o dotantr of 60 0a jer[ to
eapprJ Herm of fSMrJ; Nta+or 3 87�D7'3S !r -for ¢ et4leae. of 6P•aa fere !o o eepp.d
rra4r ere fSflrl; lh.nre N Rt"6.rf6- It Joe a dbfono. of Ram f..t m a Aw ..pp. -t,-re
m t
"&V%onlal.. Owen; 61mm. a lns'00 t-( 1. the P-14 % MyfaaftMV. S -id
d part.! s9rar
L'b IAM 4rsSklfe58SAND-[�'narrr asauavr I� mr�ld..d1
An earnrwit In rhe r f ■ of M4 $wrtln..ri J6 mf Sert[rn 7, i.aTralP t N.rrll Rmiyr
lP rrkL P�.lwf►:
Jr. Arkmrxa.f 8e/np mo.e pme4+aa,,y d.aeri6rd a! Jef9Ca t.
Canan..wing ee a !' .Pm !vp peer 1[.nI on w Eu! ripM-y�.ey etre eJ fiD,nan STrse[ y w.
SwHm.sl cane.•91111
f✓1 Lar 1a, eLrek 77 y CAr.ry al,d Co. AddSHen ro LS}}:. Rmrk Ark0 sr
roaelW vt Ra! Hao! Dolt BB N
B.
IXrrx]t Cau..y Cl.rYr, OJfSe f ,ala Campy: !honer run N
Or. Or4r S J.r a dirfw�er of 08.89 J.rl !. a 1' e.imprd plpr Jawed et the herlhw.rl rmrnrr i
fold L.! 16; rh-. S so STEF r fm a Oil.- .J 618.66 at to a 6/ff cappedHaar 00
fstrr). +Arne. $ 0275r25'r f a dtrrw.e..1 sa.o0 fee[ e.. 5/a .qv e se, (serf:
M,rtre. S 8; Or96- r for ¢ dr e-- of aa.00 Pat e. a S/d enppad -6-of fsMr). µaur N
D;: t5tY5' W fkr a dfa!moor of
OlsnilfrlyrltEreWa� eJhnrs>atifn a+Si r Y6O rjYaO.'s 2WM5 -J0r0sr Afocidi faaWnedL" r R^.9feva� B.MJ ofen le!mrh
/6.f"I npfrarllrprV/rllglanadrarmertodtN
d
to a p.tn1 lh.nn N �Sfa saOa ■
Joe a drtraner .f 11571 fe.! to o pkLrl rWrner ,�1 u wr4s• r p.r a dtaranrr .1 }ra.r6 J•rt to
a dlafan.rlh of 39. R7 �te a p.[N� !teener M ?f0 6T3: rn 1•r n dla enc. y 57 -$TF %a
N
palm Wner X H7 4eSf• r for a dircme vJ 67.90 r! fa . pmini• !Amro N 67-6Trl Joe n
dttfann .j 6.1.76 fn! t. a pafnF lA.n[s N 5P-1118' C fee o diaMnCe mJ 31, Of Jaa! !a 6 p.sxr
ehanrr N d$ eR'Pr 8 J.r a derfener ey 9D Qf fere ro e p.inf. eMner $ a drep4•£ J e
d4taner of 7870 J 1 }. a pone! tlrncf S r<�prlr E Jm a dtasanes .f 53.644 Jeer e. a p.InL•
014-N 67 6547 r for dl> n[. It S4 AW Jfrl !. a. mlm/ a � of 7].!2 f..f . pl1M
0talm.c, / SY.Yr Jou! i. a porn!- fArncr N I3A' £ f
Ahmrr N df"Y f'YH' 6 J.r a aware. of 4P B8 f.rf fp a p.iN: fhme. N n'rreb' P for ¢
mrlener pf AS T4 rH! h .pan!- Nr1xr N 611_DT'9T r for 0 drrmec. W 6444 feel ro a p.1nt.
thento S , MP6f r fpr a dr+[enc. eJ 89. i9 f d en.ae m ko" to M. e:mfntw d fYA:merY
Strom! ani Iter p g.r v 14ow y. Sold a0eM1 d0fe'trtmd rnaratrn! Canlatar O -6P ami mars Dr fart
-. em nt2m dj
An ea.pnwert lyreyy 1r1 the Misr }{ .J [hr Sourltuyr! H .% Srefien 7. T.err.Nep r Nwift Ranco
!2 WrrR fRdukl L'oi.e.ty. ArI;-
===,.
anaaf a.lnp mon pmitcnlmgi desenlyd u JgfeowR
coy ata I' q,m top Jry.r rvM an the Alear rlyrj Wuy ttnr of fillm..s semi el Lhr
--d.drl Cerner of Jnf r0, 8feet �T .f CArmv kafd Cpm AddAf.n fv Lill tf A_ A,*._os ax
0esrdrd tin P1W Boot r- Pqv. a8 fn who LN.W County Cr fL'r Of free J I'll C.uergr flunn ran s
7Td606' W j.r a dlararrrr .J 4M sS J,.l e. fh. Pelnl d Brat.ntnq .1 on UU £¢N1 IMrng 20
fere 1n WJu and AytOl sa}.r[ m reek ase[t N w lOMoun++a drtcriard c.nA.r'Rne: fh-- N
Bel dl'4A• W . drrtary[o of 9T furl I. a pink gha. . s 62 6d'4.p• W . dUL-a W 94.67 Ince
W w F.W .f A:Yr I*W. said okay drerriard =mermen! aenla4,r 0.09 aerfr mar ar leu
f� rml RY 364C1tA'NJ' ;j[ !ea .reviled!
An retmvn! Lying In She re -f ,Y aJ eh, Soufhea.rr! X f Srelirn 7 To.mahep I Nort7. Range
72 Weer, Pm a ki County. Ark¢nrua ammo mora Pm"W4 Piy ol* o Wd as lotlanx
�+ $E4.r¢n[ ma .tJ 0. pp7.Chy. aFdortCiWutlne of FfBRprr SM.! o! fAr
L[Hl. B.eY, Ariareaor ar
BOVIO r 6 �o dial-
ial fe..rr�q/r 48 tlB f� Lbeurt �+� p�a/COer+�� i,6.�N Hk.." � of y
q recd Lot fa• rhnrce S" 97101 W Jx a dulanr. af 8(.x66 14.1 r0 a aj6` copped "rp rN
{£Mr} Memo S aY r6PY6- E for o dt,emin of 6a.Da Jr.1 I* a 6/K aepprd nam reg {sMW}Y
Nu.ee. S 717LrTSC r for . dlrtane..J 6aDe J..f fe a 6fS rapped +►mar are f,411rj: I;: A'
0.•t6P.a5' M for a dirgrmee W i'109 /a r m ¢ p.ianf• ihreete a B7N`rd0' r Jar n dsfune..f
65.74 Jet! fp a pmwr L\rner N 90. 58'49' I� d4[¢nn of BT.Or fnf r. to. Joan W
en
B hep y an Vfu[ey Raarmreel 6.[np £0 f••+ in uidfh d ryla8 1211 of on.-s&I of MI
SHd een.,r aamlerd ewinaa x cvnrmtt
ris 0.07 a� inar�.r xw [ to w Pine y
wed 1ntT Bran �ad!.�a
TMs P�^P'rM u na! sArhin H. fpm 2045 Fled Preen. 6 h the Flood freaaaranee Rale
Map Cmnmwfly Poacg A'umaer O5f19C0452C, doled P1JI.Y 6, 2 fE
S 89'37'20' W 513.55'
167 OF BEOINNING 20' UTILITY EASEMENT 'A'
L O CA TI O N Ad -,4 P
LEGEND
SET 1/2' REBAR
•
FOUND AS NOTED
COMPUrA'D CORNER
O
LEASE LINE
rrE LLNE -
-
CENTORLWE EASEMENT -
-
EDGE OF EASEMENT -
-
FENCE LLNE-xx-
POVER POLE -C)
TELEPHONE PEDESTAL
m
GTW -AROUND
TEXT WELL
357'..•,
44pFO .
�1�, OF afjr 0 .d
SURVEYING
41_4
:�c= E w LLC F
%I 4 7J
,y N0. 5594
.a 9R5V5
Ka N
TMIND r' CRIMP34 RIPE
N -r COAXER LOT !0 BLOCK S7
/ CII6RRY AND MY ADDmaN TO THE CfT'Y OF LH7W ROCK
a
tm
ZratlNa , PLFr
ti 1 Sr CORNER M7 IOAABLOCfONK ?aTO THE CITY OF LITTLE ROCK
`4 _ � 1/ CN8,L4T ANO CPx DTi
S B? -56-06- W 996 96 v- - - _ J - -,- _ �- �--�