HomeMy WebLinkAboutZ-8555 MapELECTRICAL NOTES:
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE (EDITION ACCEPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES.
2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.
3. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED.
4. POWER WIRES AND CABLES SHALL BE COPPER WITH TYPE XHHW, THWN, OR THHN INSULATION. SOLID CONDUCTORS FOR #10 AWG AND SMALLER,
STRANDED FOR LARGER THAN #10 AWG. MINIMUM SIZE 012 AWG.
5. POWER WRES AND CABLES SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT OR FLEXIBLE LIQUIDTIGHT CONDUIT AS INDICATED ON DRAWNG.
6. CONTRACTOR TO OBTAIN ALL PERMITS, PAY PERMIT FEES, AND BE RESPONSIBLE FOR SCHEDULING INSPECTIONS.
7. CONTRACTOR TO OBTAIN LOCAL POWER AND TELEPHONE COMPANY APPROVAL AND COORDINATE WTH UTILITY COMPANIES SERVICE ENTRANCE
REQUIREMENTS.
8. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWNG, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS
FULLY OPERATIONAL.
9. CONTRACTOR TO PROVIDE GROUND WRES, BARS AND CONNECTIONS AS SHOWN ON GROUNDING RISER DIAGRAM, CONTRACTOR SHALL TEST AND VERIFY
THAT THE IMPEDANCE DOES NOT EXCEED 5 OHMS TO GROUND BY MEANS OF A BIDDLE-MEGGER TESTER. GROUNDING AND OTHER OPERATIONAL TESTING
SHALL BE WTNESSED BY THE OWNERS REPRESENTATIVE.
10. GROUNDING CONDUCTORS SHALL BE COPPER ONLY. EITHER SOLID OR STRANDED CONDUCTORS ARE PERMITTED. IGR AND ALL EXTERNAL CONDUCTORS
MUST BE BARE. EQUIPMENT GROUND LEADS IN CABLE TRAYS MUST BE GREEN INSULATED. ALL WRES MUST BE 2 AWG MINIMUM.
NOTE:
B'x8'x6' PAINTED
SCREW TOP PULL BOX ON
TOWER BASE LEG FOR
AVIATION BEACHON WRING.
t6'-0' MINIMUM
a
o FIELD LOCATE
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a GROUND BUSS
FIELD LOCATE
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#4 AWG
#2 AWG
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GROUND ROD y
PER NEC *4 -
4'Y PVC
TO SIXIRGE
1299 6-GANG METER
PAK CULTER-HAMMER OR
EQUAL PROVIDE NEW
METER AND 200A BREAKER
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FRONT SIDE
GENERAL NOTES:
1. ALLWORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE. STATE BUILDING CODES AND THE LOCAL BUILDING CODES.
ALL COMPONENTS SHALL BE U.L LISTED.
2. REFER TO SITE LAYOUT PLAN FOR THE EXACT LOCATION OF H-FRAME. REFER TO CINGULAR WIRELESS STANDARD
CONSTRUCTION DRAWNGS FOR H-FRAME COMPLETE DESIGN.
3. CONTRACTOR TO COORDINATE WTH LOCAL UTILITY COMPANY FOR METER.
4. CONTRACTOR TO PROVIDE AND INSTALL METER SOCKET
5. CONTRACTOR TO LOCATE METER RACK TO ENSURE WORKING SPACES REQUIRED BY THE NEC (ART. 110-26). STATE, OR
LOCAL CODES ARE MAINTAINED BETWEEN FRONT OF ENCLOSURES AND THE CHAIN LINK FENCE.
6. SHOW LOCATION (INCLUDING DIMENSIONS) OF ALL CAPPED UNDERGROUND CONDUIT ON FINAL AS -BUILT DRAWNG
SUBMITTED TO OWNER.
7. COORDINATE EXACT LOCATION OF UNDERGROUND FEEDERS AND CIRCUITRY WITH THE OWNER.
8. CONTRACTOR SHALL COORDINATE EFFORTS WTH (LOCAL ELECTRICAL) AUTHORITY HAVING JURISDICTION (AHJ) AND OTHER
TRADES TO DETERMINE "FROST' LINE. AND TYPE(S) OF RACEWAYS REQUIRED FOR INSTALLATION.
UNISTRUT PIPE/CONDUIT CLAMP P1119
#064NO72 (GALV.) (TYPICAL) FOLLOW
MANUR RECOMMENDATIONS FOR BOLT TORQUE
A' O.D. POST
C�_
AVIATION CONTROL
MOUNTED TO FRAME.
*FLASH TECHNOLOGIES'
1324 FLASH El LIGHTING SYSTEM
J 1' RGS TO
SHELTER AND TOWER
UNISTRUT P1001 (GALV.)
MOUNTED TO POSTS
CADWELD VISIBLE
ABOVE GRADE
FINISH GRADE
MINIMUM 3000 PSI
� CONCRETE
12 (MIN. DIA.)
`—------------ TO SHELTER _►
GRWNDRING
ELECTRICAL LEGEND
SE SERVICE ENTRANCE
GFCI GROUND FAULT CIRCUIT INTERRUPTER
EG EQUIPMENT GROUND
C CONDUIT
TOTAL CONNECTED LOAD
HAZARD LIGHT CONTROLLER 1360 VA
GFCI RECEPTACLE 180 VA
OPTO 22 MONITOR 440 VA
TOTAL 1980 VA
�• 6'-0" MINIMUM
36'x36'x12" NEMA 3R
RATED PAINTED TELCO
BOX W/ HAINGED COVER
FIELD LOCATE
(LINED W/ 3/4' PLYWOOD)
FIELD LOCATE
0
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N FIELD LOCATE
m
-
FIELD LOCATE
r
TELCO GROUND
j
FIELD LOCATE
nn h i Herr
L
-
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=
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#2 AWG Nil
I
:1
1 aLJ�
TO SHE.LTBR—
f GRWO MWG `------— — — — — — —
POWER DISTRIBUTION CENTER
SCALE: N T.S.
BACK SIDE
UTILITY FRAME
UNISTRUT P1001 (GALV.)
MOUNTED TO POSTS
IIMINIMUM 3000 PSI
LJ , CONCRETE
—r 12' (MIN. DIA.)
9221 Lyndon B Johnson
Freeway
L L P R 0 Phone: Sufte 72-231-88X75243
Phone:972-231�693
Fax: 866-364-8375
w
CONSULTING GROUP, INC. ww.allprocgi.com
KOBAN LAKE
SITE# 273661
14121 LAWSON RD
LITTLE ROCK, AR
AMERICAN TOWER
3200 COBB GALLERIA PKWY.
SUITE 205
ATLANTA, GA 30339
PHONE: (770) 308-1973
5
4/22/10
REVISED PRELIMINARY CD SURVEY, FENCE & LANDSCAP
M.M.
I R.S.1
R.S.
AMERICAN TOWER CORP•
4
3/31/10
REVISED PRELIMINARY CD LANDSCAPING ADD EQUIP.
M.M.
R.S.
R.S.
3
3119110
REVISED PRELIMINARY CD
M_M_
R.S.
R.S.
POWER DISTRIBUTION CENTER
2
3/5/10
REVISED PRELIMINARY CD —LANDSCAPE DETAIL
M.M.
R.S.
R.S.
1
3/5/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
JOB NUMBER
DRAWING NUMBER
-NO.
DATE
REVISIONS
BY
CHK
APP'O
273661
06
SCALE:
AS SHOWN
09-3927 LE
09-3928 CD
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SrJ
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=;•q j NEW 12 SOLID BAR
tit ,c I TINNED COPPER GROUNDING
]� I RING 30" BELOW GRADE
AND 2'-0" AWAY FROM TOWER
FOUNDATION
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NORTH
GRAPHIC SCALE: 1/4"=1'
9221 Lyndon B Johnson
Freeway
A L L P R O
ulte 204, Dallas, TX
375243
Fax:n 66 364 8375
CONSULTING GROUP, INC.
www.allprocgi.com
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GROUNDING PLAN
SCALE: 1/4".I'
KOBAN LAKE
SITE# 273661
14121 LAWSON RD
LITTLE ROCK, AR
4Yk
2ACK
... :J. :J.
jok�'
AMERICAN TOWER
3200 COBB GALLERIA PKWY..
SUITE 205
ATLANTA, GA 30339
PHONE: (770) 308-1973
I
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1
FENCE t
LEGEND:
+ EXOTHERMIC WELD (CADWELD)
(UNLESS NOTED OTHERWISE)
❑+ EXOTHERMIC WELD (CADWELD)
WITH INSPECTION SLEEVE
CHEMROD 15' HORIZONTAL 1
— G — GROUNDING WIRE
KEY NOTES:
1. TOWER GROUNDING: EXTEND #2 TINNED CU WIRE FROM BURIED GROUND
RING TO TOWER AND MAKE EXOTHERMIC CONNECTION.
2. FENCE GROUNDING: IF FENCE IS WITHIN 6' OF GROUND RING, EXTEND #2
TINNED CU WIRE FROM BURIED GROUND RING TO FENCE CORNER POSTS
AND EXOHERMICALLY WELD. BOND IMMEDIATE POST IF REQUIRED TO MAINTAIN
25' MAX SPACING.
3. TOWER GROUND BAR: EXTEND #2 TUINNED CU WIRE FROM BURIED GROUND
RING UP TO THE TOWER GROUND BAR AND MAKE AN EXOTHERMIC WELD.
SECURE GROUND BAR DIRECTLY TO TOWER WITH STAINLESS STEEL MOUNTING
MATERIAL.
4. TELCO GROUND BAR: EXTEND #2 TINNED CU WIRE FROM BURIED GROUND
RING UP TO TELCO GROUND BAR (AT COMMUNITY RACK) AND MAKE A
MECHANICAL CONNECTION.
5. GATE GROUNDING: EXTEND #2 TINNED CU WIRE FROM BURIED GROUND RING
TO GATE POSTS AND EXOTHERMICALY WELD.
5
4/22/10
REVISED PRELIMINARY CD SURVEY, FENCE do LANDSCAP
M.M.
R.S.
R.S.
4
3/31/10
REVISED PRELIMINARY CD LANDSCAPING ADD EQUIP.
M.M.
R.S.
R.S.
3
3/19/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
2
3/5/10
REVISED PRELIMINARY CD —LANDSCAPE DETAIL
M.M.
R.S.
R.S.
1
3/5/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
N0.
I DATE
REVISIONS
BY
CHK
RPP'p
SCALE: AS SHOWN DESIGNELI M.M. ACCIi 09-3927 LE
AMERICAN TOWER CORP.
GROUNDING PLAN
JOB NUMBER DRAKING NUMBER
273661 I 07
09-3928 OD
-ELE RICAL NOTES
1. ALL WORK IS TO COMPLY WITH THE LATEST EDITION OF THE NATIONAL
ELECTRIC CODE (N.E.C.) AND ANY LOCAL ORDINANCES, CODES, AND
ALL OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. THE
CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS AND RELATED
FEES.
2. ALL EQUIPMENT AND MATERIAL FURNISHED AND INSTALLED UNDER THIS
CONTRACT SHALL BE UNDERWRITERS LABORATORIES (U.L.) LISTED, NEW,
FREE FROM DEFECTS, AND SHALL BE GUARANTEED FOR A PERIOD OF
ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER OR HIS
REPRESENTATIVE. SHOULD ANY TROUBLE DEVELOP DURING THIS PERIOD
DUE TO FAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT, THE
CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS AND LABOR
TO CORRECT THE TROUBLE WITHOUT COST TO THE OWNER.
3. ALL WORK SHALL BE EXECUTED IN A WORKMAN LIKE MANNER AND
SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED.
CONTRACTOR SHOULD AVOID DAMAGE TO EXISTING UTILITIES WHEREVER
POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING
AND PATCHING RELATED TO ELECTRICAL WORK, AND SHALL RESTORE
ALL EXISTING LANDSCAPING, SPRINKLER SYSTEMS, CONDUITS, WIRING,
PIPING, ETC. DAMAGED BY THE ELECTRICAL WORK TO MATCH EXISTING
CONDITIONS.
4. ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL LABOR,
MATERIALS AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL POWER
AND LIGHTING SYSTEMS, TELEPHONE AND COMMUNICATION SYSTEMS,
PANEL BOARDS, CONDUIT, CONTROL WIRING, GROUNDING, ETC. AS
INDICATED ON ELECTRICAL DRAWINGS AND/OR AS REQUIRED BY
GOVERNING CODES.
5. PRIOR TO INSTALLING ANY ELECTRICAL WORK, THE CONTRACTOR SHALL
VISIT THE JOB SITE AND VERIFY EXISTING SITE LOCATIONS AND
CONDITIONS AND UTILITY SERVICE REQUIREMENTS OF THE JOB, AND BY
REFERENCE TO ENGINEERING AND EQUIPMENT SUPPLIERS DRAWINGS.
SHOULD THERE BE ANY QUESTION OR PROBLEM CONCERNING THE
NECESSARY PROVISIONS TO BE MADE, PROPER DIRECTIONS SHALL BE
OBTAINED BEFORE PROCEEDING WITH ANY WORK.
6. PROVIDE POWER AND TELEPHONE TO SERVICE POINTS PER UTILITY
COMPANY REQUIREMENTS. CONTRACTOR SHALL CONTACT UTILITY
SERVICE PLANNERS AND OBTAIN ALL SERVICE REQUIREMENTS AND
INCLUDE COSTS FOR SUCH IN THEIR BID.
7. SERVICE EQUIPMENT SHALL HAVE A SHORT CIRCUIT WITHSTAND RATING
EQUAL TO OR EXCEEDING THE MAXIMUM AVAILABLE FAULT CURRENT AT
THE SUPPLY TERMINAL ON THE UTILITY TRANSFORMER SECONDARY, THE
INSULATION SHALL BE FREE FROM ANY SHORT CIRCUITS AND GROUNDS.
8• ALL WIRES SHALL BE STRANDED COPPER WITH THHN/THWN AND 600
VOLTS INSULATION. ALL GROUND CONDUCTORS TO BE PROPERLY SIZED
COPPER. (STRANDED OR SOLID).
9. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN ITEMS
SHOWN ON THE PLANS AND/OR SPECIFICATIONS, THE NOTE,
SPECIFICATION OR CODE WHICH PRESCRIBES AND ESTABLISHES THE
HIGHEST STANDARD OF PERFORMANCE SHALL PREVAIL.
0.=%ft=00
ALLPRO
CONSULTING GROUP, INC.
9221 Lyndon B Johnson
Freeway
Suite 204, Dallas, TX 75243
Phone:972-231-8893
Fax:866-364-8375
www.allprocgi.com
11. ALL ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO WITHSTAND 100
M.P.H. WIND SPEED AND DESIGNED FOR OUTDOOR EXPOSURE.
12. ALL COAX, POWER AND TELEPHONE SYSTEM CONDUITS SHALL HAVE A
MINIMUM 24" SCH. 80 PVC RADIUS SWEEPS TO EQUIPMENT, PULLBOXES,
MONOPOLE, ETC., UNLESS OTHERWISE NOTED, OR AS REQUIRED BY
UTILITY COMPANIES.
13. FUSE TYPE SHALL BE BUSSMAN RKI LOW PEAK FUSE (LPU—RK-100).
14. UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL FURNISH
AS —BUILT DRAWINGS TO THE OWNER.
15. GENERAL GROUNDING CRITERIA 1ST STEP: GROUND TO EXISTING
BUILDING STRUCTURAL STEEL AND TO THE EXISTING COLD WATER LINE.
(WHERE APPLICABLE) THEN TEST GROUNDING RESISTANCE TO WITHIN 1
TO 5 OHMS OVERALL GROUND RESISTANCE. WHERE THE EFFECTIVE
RESISTANCE DOES NOT MEET THIS CRITERIA, PROVIDE SUPPLEMENTAL
GROUNDING AND RE —TEST UNTIL GROUND RESISTANCE FALLS BELOW
THIS LEVEL. SUPPLEMENTAL GROUND MAY CONSIST OF ONE OR MORE
OF THE FOLLOWING:
1) COUNTERPOISE,
2) UFER GROUND,
3) GROUND ROD AND/OR GROUND WELL IN EXTREMELY ADVERSE
SOIL CONDITIONS. WHERE THE EXISTING BUILDING STEEL DOES NOT
PROVIDE AN EFFECTIVE GROUND RESISTANCE, THEN THE CONTRACTOR
SHALL PROVIDE A SEPARATE GROUND CONDUCTOR FROM ROOF
MOUNTED BTS EQUIPMENT LOCATIONS EITHER DOWN THROUGH THE
INSIDE OF THE BUILDING OR DOWN THE OUTSIDE OF THE BUILDING,
DEPENDING UPON OWNER PREFERENCE. WHERE THE GROUND CONDUCTOR
FROM THE ROOF MOUNTED EQUIPMENT IS ROUTED IN CONDUIT, THE
CONDUIT SHALL BE EFFECTIVELY GROUNDED TO THE GROUND
CONDUCTOR AT BOTH ENDS OF THE CONDUIT. (MONOPOLE
INSTALLATIONS): FOR INSTALLATIONS WHERE WOODEN STRUCTURES,
TOWERS, CONCRETE SILOS ETC. ARE ENCOUNTERED A SEPARATE
DOWNLEAD SHALL BE PROVIDED FROM THE 3 ANTENNAS SEPARATED BY
A MINIMUM OF 12 INCHES FROM THE COAXIAL CABLES. THE GROUND
CONDUCTOR SHALL BE SECURELY FASTENED TO THE EXTERIOR OF
OUTSIDE STRUCTURES WITH NONMETALLIC GROUND STRAPS EVERY 10
FEET. AGAIN, AS FOR TENANT IMPROVEMENT PROJECTS, TEST THE
GROUND RESISTANCE FOR MONOPOLE INSTALLATIONS AND PROCEED PER
THE ABOVE STEPS.
16. CONTRACTOR TO COLOR PHASE CONDUCTORS BLACK (B PHASE), RED
(A PHASE), WHITE (NEUTRAL), AND GREEN (GROUND).
17. CONTRACTOR TO PROVIDE GUTTER TAP.
KOBAN LAKE
SITE# 273661
14121 LAWSON RD
LITTLE ROCK, AR
jf��
AMERICAN TOWER
3200 COBB GALLERIA PKWY,
SUITE 205
ATLANTA, GA 30339
PHONE: (770) 308-1973
BY SUBCONTRACTOR
INSTALL GROUND ROD
PER LOCAL UTILITY CO.
REQUIREMENTS
FROM POWER
POLE
120/24OV, 1200A
UTILITY SERVICE
ONE -LINE DIAGRAM
SCALE: N.T.S.
5
4/22/10
REVISED PRELIMINARY CD SURVEY, FENCE do LMDSCAP
M.M.
R.S.
R_S_
4
3/31/10
REVISED PRELIMINARY CD LANDSCAPING ADD EQUIP.
M.M.
R.S.
R.S.
3
3/19/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
2
3/5/10
REVISED PRELIMINARY CD —LANDSCAPE DETAIL
M.M.
R.S.
R.S.
1
3/5/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
N0.
DATE
REVISIONS
BY
I CHK
I APP'D
SCALE: AS SHOWN DESIGNED M.M. ACQF 09-3927 LE
1200A METER PAK,
PROVIDE NEW METER
& 200A DISCONNECT
AMERICAN TOWER CORP.
ONE —LINE DIAGRAM & ELECTRICAL NOTES
JOB NUMBER DRAWING NUMBER
273661 I OS
08-3928 CD
PROJECT DESCRIPTION
NOTES
THIS PROJECT CONSISTS OF A NEW 150'-0" MONOPOLE WITH PROPOSED TELEPAK
ANTENNAS AT 150' AND NEW RELATED UNMANNED COMMUNICATION EQUIPMENT.
PROJECT INFORMATION
SITE ADDRESS: 14121 LAWSON ROAD
LITTLE ROCK, AR 72210
LEGAL DESCRIPTION: —
JURISDICTION: PULASKI COUNTY
PROPERTY OWNER ADDRESS:
LATITUDE: 3442'15.15" N
LONGITUDE: 92'25'48.39" W
ELEVATION: 471.23'
ZONING: T.B.D.
BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC)
TAX ID NUMBER: 44R-020-00-063-00
CURRENT USE: COLO / MONOPOLE
PROPOSED USE: TELECOMMUNICATION FACILITY
PROJECT CONTACTS
PROJECT MANAGER:
PHONE:
SITE OWNER:
PHONE:
DOUGLAS KONRATH
314-406-3047
AMERICA TOWER
(770) 308-1973
DRAWING INDEX REV 11
01
TITLE SHEET
3
02
SURVEY
3
03
OVERALL SITEPLAN
3
04
ENLARGED SITEPLAN & ELEVATION
3
05
FENCE DETAILS
3
06
POWER & DISTRIBUTION CENTER
3
07
ELECTRICAL NOTES
3
08
GROUNDING PLAN
3
09
GROUNDING NOTES & DETAILS
3
10
CONSTRUCTION NOTES
3
11
LANDSCAPING DETAIL
3
0=.%%Um0
ALLPRO
CONSULTING GROUP, INC.
9221 Lyndon B Johnson
Freeway
Suite 204, Dallas, TX 75243
Pho ne: 972-231-8893
Fax:866-364-8375
www.allproegi.com
KOBAN LAKE
SITE# 273661
14121 LAWSON RD
LITTLE ROCK, AR
AMERICAN TOWER
3200 COBB GALLERIA PKWY.
SUITE 205
ATLANTA, GA 30339
PHONE: (770) 308-1973
SITE ID # 273661
KOBAN LAKE
14121 LAWSON ROAD,
LITTLE ROCK, AR 72210
VICINITY MAP
DIRECTIONS:
0.0 DEPART LITTLE ROCK NATIONAL AIRPORT [AIRPORT RD, LITTLE ROCK, AR 72202. (501) 372-3439]
ON LOCAL ROAD(S) (SOUTH—EAST) 0.1.BEAR RIGHT (SOUTH) ONTO LOCAL ROAD(S) 0.2. BEAR RIGHT
(WEST) ONTO AIRPORT RD 0.8. ROAD NAME CHANGES TO ANNIE M BANKHEAD DR [BANKHEAD DR] 1.1.
TAKE RAMP (RIGHT) ONTO 1-4401-30 / DOWNTOWN / HOT SPRINGS / TEXARKANA 3.4- TURN LEFT
ONTO RAMPUS-65 / US-167 / 1-530 / PINE BLUFF 3.6. AT EXIT 138B, TAKE RAMP (RIGHT) ONTO
1-301-30 / HOT SPRINGS / TEXARKANA 12.4 AT EXIT 129, TAKE RAMP (RIGHT) ONTO 1-4301-430 /
FORT SMITH15.8AT EXIT 4, TURN RIGHT ONTO RAMPAR-300 / COL. GLENN RD. 16.1. KEEP LEFT TO
STAY ON RAMP 16.2. KEEP STRAIGHT ONTO LOCAL ROAD(S)16.2TURN LEFT (WEST) ONTO COLONEL GLENN
RD16.8. BEAR LEFT (SOUTH) ONTO LAWSON RD 18.1. TURN LEFT (SOUTH) ONTO LOCAL ROAD(S)18.3
ARRIVE 34.70421'N 92.43011'W
TWn Springs
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AMERICAN TOWER
3200 COBB GALLERIA PK11'Y.
SUITE 205
ATLANTA, GA 30339
PHONE: (770) 308-1973
L3FalNrrwgna� _.--
Terrace :-
W 2816�S�.
Rock
N; ►+ir 32nd, St-
W 361t1 St_ m Rosedale
W. ;.-
Wesfforoak -
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� i5• -
Sam -don Rd
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Town and Cqurltry N
Estgt" !'
338 F _ .ti131] 131 r;
:�167 • - 13, 38;-
A. GENERAL
1. THE SUBCONTRACTOR SHALL GIVE ALL NOTICES AS PER REGULATIONS AND LAWFUL ORDERS OF
ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
2. THE SUBCONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING)
THE CINGULAR REPRESENTATIVE OF ANY CONK-ICTS, ERRORS OR OMISSIONS PRIOR TO THE
SUBMISSION OF SUBCONTRACTOR'S PROPOSAL.
3. THE SUBCONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS
PROJECT TO ENSURE A SAFE WORK ENVIRONMENT.
4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL
OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS
DESCRIBED HEREIN.
5. THE SUBCONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONTRACT DOCUMENTS.
6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE
MANUFACTURER'S/VENDORS SPECIFICATIONS UNLESS OTHERWISE NOTED OR WHERE LOCAL CODES
OR ORDINANCES TAKE PRECEDENCE.
7. THE SUBCONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE
UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR USE
BY ALL PERSONNEL INVOLVED WITH THE PROJECT.
8. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE
SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE
WORK UNDER THE CONTRACT.
9. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS
WHICH MAY BE REQUIRED FOR WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR
LOCAL GOVERNMENT AUTHORITY.
10. THE SUBCONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
IMPROVEMENTS, EASEMENTS, PAVEMENTS, CURBING, ETC. DURING CONSTRUCTION. UPON
COMPLETION OF WORK, THE SUBCONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY AT NO ADDITIONAL COST.
11. THE SUBCONTRACTOR SHALL MAINTAIN THE GENERAL WORK AREA CLEAN AND HAZARD FREE
DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH. REMOVE EQUIPMENT NOT
SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN A CLEAN CONDITION
AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. ANTENNAS REMOVED SHALL
BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
12. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
CINGULAR REPRESENTATIVE.
13. THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON
THE JOB PRIOR TO COMMENCEMENT OF WORK.
14. AT THE TIME OF COMPLETION OF THE WORK AT EACH SITE, AND BEFORE DEMOBILIZING, THE
SUBCONTRACTOR SHALL PREPARE A CLEAN SET OF REDLINE AS —BUILT DRAWINGS. THE DRAWINGS
SHALL SHOW, WITH DIMENSIONS ANY VARIATIONS FROM THE DESIGN DOCUMENTS. THE AS —GUILTS
SHALL BE SUBMITTED TO THE PROJECT MANAGER WITHIN TWOFWORK DAYS OF COMPLETING THE
SITE.
4/22/10 REVISED PRELIMINARY CD SURVEY, FENCE & LANDS
3/31/10 REVISED PRELIMINARY CD LANDSCAPING ADD EQUIP.
3/19/10 REVISED PRELIMINARY CD
3/5/10 REVISED PRELIMINARY CD -LANDSCAPE DETAIL
3/5/10 REVISED PRELIMINARY CD
DATE I REVISIONS
E: AS SHOWN DESIGNED M.M. JACC
STRUCTURAL ASSESSMENT REPORT MUST BE REVIEWED PRIOR TO CONSTRUCTION.
ANY STIPULATIONS IN REPORT MUST BE STRICTLY ADHERED TO, AND FOLLOWED.
09-3927 LE
AMERICAN TOWER CORP.
TITLE SHEET
JOB NUMBER DRAWING NUMBER
273661 01
PROJECT DESCRIPTION NOTES
THIS PROJECT CONSISTS OF A NEW 150'-0" MONOPOLE WITH PROPOSED TELEPAK , A. GENERAL
ANTENNAS AT 150' AND NEW RELATED UNMANNED COMMUNICATION EQUIPMENT.
1. THE SUBCONTRACTOR SHALL GIVE ALL NOTICES AS PER REGULATIONS AND LAWFUL ORDERS OF
ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
PROJECT INFORMATION AMERICAN TOWER JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK.
SITE ADDRESS: 14121 LAWSON ROAD 2. THE SUBCONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING)
LITTLE ROCK, AR 72210 3200 COBB GALLERIA PKWY. THE CINGULAR REPRESENTATIVE OF ANY CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE
SUBMISSION OF SUBCONTRACTOR'S PROPOSAL.
LEGAL DESCRIPTION: — SUITE 205
ATLANTA, GA 30339 3. THE SUBCONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS
PHONE: (770) 308-1973 PROJECT TO ENSURE A SAFE WORK ENVIRONMENT.
JURISDICTION: PULASKI COUNTY 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL
OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS
DESCRIBED HEREIN.
PROPERTY OWNER ADDRESS: SITE ID # 273661 5. THE SUBCONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO
STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONTRACT DOCUMENTS.
KOBAN LAKE 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE
LATITUDE: 34'42'15.15" N MANUFACTURER'S/VENDORS SPECIFICATIONS UNLESS OTHERWISE NOTED OR WHERE LOCAL CODES
LONGITUDE: 92'25'48.39" W OR ORDINANCES TAKE PRECEDENCE.
ELEVATION: 471.23' 7. THE SUBCONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE
14121 LAWSON ROAD UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR USE
ZONING: T.B.D. 3 BY ALL PERSONNEL INVOLVED WITH THE PROJECT.
BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) LITTLE ROCK, AR 72210 8. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE
TAX ID NUMBER: 44R-020-00-063-00 SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE
CURRENT USE: COLO / MONOPOLE WORK UNDER THE CONTRACT.
PROPOSED USE: TELECOMMUNICATION FACILITY 9. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS
VICINITY MAP LOHICH CAL MAYGOVBEMREQQUIREDENTHORIFOR
WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR
DIRECTIONS: 10. THE SUBCONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING
0.0 DEPART UTTLE ROCK NATIONAL AIRPORT [AIRPORT RD, LITTLE ROCK, AR 72202, (501) 372-3439] IMPROVEMENTS, EASEMENTS, PAVEMENTS, CURBING, ETC. DURING CONSTRUCTION. UPON
ON LOCAL ROAD(S) (SOUTH —FAST) 0.1.8EAR RIGHT (SOUTH) ONTO LOCAL ROAD(S) 0.2. BEAR RIGHT COMPLETION OF WORK, THE SUBCONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE
(WEST) ONTO AIRPORT RD 0.8. ROAD NAME CHANGES TO ANNIE M BANKHEAD DR BANKHEAD DR 1.1. OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY AT NO ADDITIONAL COST.
PROJECT CONTACTS ( [ ]
TAKE RAMP (RIGHT) ONTO 1-4401-30 / DOWNTOWN / HOT SPRINGS / TEXARKANA 3.4. TURN LEFT 11. THE SUBCONTRACTOR SHALL MAINTAIN THE GENERAL WORK AREA CLEAN AND HAZARD FREE
PROJECT MANAGER: DOUGLAS KONRATH ONTO RAMPUS-65 / US-167 / 1-530 / PINE BLUFF 3.6. AT EXIT 138B, TAKE RAMP (RIGHT) ONTO DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH. REMOVE EQUIPMENT NOT
PHONE: 314-406-3047 1-301-30 / HOT SPRINGS / TEXARKANA 12.4 AT EXIT 129, TAKE RAMP (RIGHT) ONTO 1-4301-430 / SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN A CLEAN CONDITION
FORT SMITH15.8AT EXIT 4, TURN RIGHT ONTO AMPAR-300 / COL. GLENN RD. 16.1. KEEP LEFT TO AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. ANTENNAS REMOVED SHALL
SITE OWNER: AMERICA TOWER STAY ON RAMP 16.2. KEEP STRAIGHT ONTO LOCAL ROAD(S)16.2TURN LEFT (WEST) ONTO COLONEL GLENN BE RETURNED TO THE OWNER'S DESIGNATED LOCATION.
PHONE: (770) 308-1973 RD16.8. BEAR LEFT (SOUTH) ONTO LAWSON RD 18.1. TURN LEFT (SOUTH) ONTO LOCAL ROAD(S)18.3
ARRIVE 34.70421'N 92.43011'W 12. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
Twin Springs - CINGULAR REPRESENTATIVE.
Spring Bromwood
Valley plds c_ Terrace 13. THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON
6e a Li { THE JOB PRIOR TO COMMENCEMENT OF WORK.
_ W281hSt
y� c �Npine Littl RdCI[ ur W 321'Id St 14 SUBCONTRACTOR SAT THE TIME OF OMPLETION OF THE WORK AT HALL PREPARE A CLEAN SET OFCH SITE, REDLINE AS —BUILT BEFORDRAWNGSLIZING, THE
THE DRAWINGS
DRAWING INDEX REV m L`° m IM 361h 3t m Rosedale SHALL SHOW, WITH DIMENSIONS ANY VARIATIONS FROM THE DESIGN DOCUMENTS. THE AS—BUILTS
m c wSHALL BE SUBMITTED TO THE PROJECT MANAGER WITHIN TWO WORK DAYS OF COMPLETING THE
01 TITLE SHEET 3 Q 00i Westbrook SITE.
02 SURVEY 3 ��°��' •�'� Gamer 'Ast:eT P� Z �� •..�
03 OVERALL SITEPLAN 3 1Lf,
Rd '�''-on-Rd Westwood
04 ENLARGED SITEPLAN & ELEVATION 3 Nu' _ A'PPI1OVED A,"', , F � Y
05 FENCE DETAILS 3 i'�I,, s RATiVELY
06 POWER & DISTRIBUTION CENTER 3 5 s ci";t c. .,3t ;_s Si ,(f
.?,..�''t:�ii�,,-•r.:�Ci,:�FI"�J::-F P0Tf1'llt.
07 ELECTRICAL NOTES 3 N SITE 'don Rd I�
08 GROUNDING PLAN 3 N, �,•_,;,,.
09 GROUNDING NOTES & DETAILS /.>�,a �_, LE; ,_`�;ti _�_,,, 5,
3 ct- Raines Rd ,Crystal Valet' Rd
10 CONSTRUCTION NOTES
11 LANDSCAPING DETAIL 3 Town and Country N f''` `` "^
Estates-
1 STRUCTURAL ASSESSMENT REPORT MUST BE REVIEWED PRIOR TO CONSTRUCTION.
W B3setirry .Rd T 130 �3T _ ANY STIPULATIONS IN REPORT MUST BE STRICTLY ADHERED TO, AND FOLLOWED.
338,
5 3/31/10 REVISED PRELIMINARY CD SURVEY, PENCE D LQUIP. P M.M. R.S. R.S. AMERICAN TOWER CORP.
9221 Lyndon B Johnson K OB AN LAKE 4 3/31 /10 REVISED PRELIMINARY CD LANDSCAPING ADD EQUIP. M.M. R.S. R.S.
Freeway SITE# 273661
Suite 204, Dallas, TX 75243 3 3/19/10 REVISED PRELIMINARY CD M.M. R.S. R.S.
L L P R 0 Phone:972-231-8893 AMERICAN TOWER 2 3/5/10 REVISED PRELIMINARY CD -LANDSCAPE DETAIL M.M. R.S. R.S. TITLE SHEET
Fax: 866-364-8375 14121 LAWSON RD 3200 COBB GALLERIA PKWY. 1 3/5/10 REVISED PRELIMINARY CD M.M. R.S. R.S.
www.allprocgi.com SUITE 205 LITTLE ROCK, AR ATLANTA, GA 30339 NO. DATE REVISIONS BY CHK APP'D JOB NUMBER DRAWING NUMBER
CONSULTING GROUP, INC. PHONE: (770) 308-1973 SCALE! AS SHOWN DESIGNED M.M. Aca# 09-3927 LE 273661 01
09-3926 CD
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LEGEND
PROPOSED
NEW
(E)
EXISTING
—
CENTER LINE
— — —
PROPERTY LINE
X
FENCE LINE
G
GROUND WIRE
— OHP —
OVERHEAD POWER
— OHT —
OVERHEAD TELCO
P
UNDERGROUND POWER CONDUIT
T
UNDERGROUND TELCO CONDUIT
NOTE: PLEASE REFER TO
PRELIMINARY PLAT VENTANA
RIDGE ESTATES PHASE 1 & 2
PLATE 1 & 2 FOR FURTHER
DETAILS
"hk
vr)
NORTH
GRAPHIC SCALE: 1"=20'
0' 20' 40' 60'
9221LyndonBJohnson KOBAN LAKE
FSuite 204, Dallas, TX
reeway SITE# 273661
O Fax: g 7593
L L P R Fa:866 364 75243 14121 LAWSON RD
www.allprocgi.com LITTLE ROCK, AR
CONSULTING GROUP, INC.
PROPOSED R15EX
�y POLE FOR POWMITECOO I
BURIEDCOMMLR�
RACK ACK +I
r +
1
IOod Way
Line
(E) TRAIL
��������---iiiiii110—Year
Flood Zone
r
?ri
!I VENTANA SUBDIVISION ri
f� LOT 1 I�
ryy,,�yy
Tl
\ ♦ 51
\ 1
\fit , \\
1L, \\\ \\\ •' \• N Z Z O -H Z
1 ,
\ 1 \\\ \\\ \* O m m m m
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Z Z
(E) GAS EASEMENT
/ r
(E) EEAEMENT ' /r /r VENTANA SUBDIVISION
LOT 4
1 � i
II ;i4T.5O'f I i r
MD Y ST r
BOUNDARY Irr
04 4 a4
701W>5T
BOUNDARY�i
7 Y
BOUNDARY i. F® —
it p
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VENTANA M'MS i
LOT 9
J&
AMERICAN TOWER
3200 COBB GALLERIA PKWY.
SUITE 205
ATLANTA, GA 30339
PHONE: (770) 308-1973
NEW 24" RMC 46't CULVERT W/FLARES
I
TO PULASKI COUNTY SPECIFICATIONS.
Ij
i
PROPOSED ACCESS ROAD CLASS:COLLECTOR
CLASS PER PULASKI COUNTY REQUIREMENTS.
THE ROADWAY IS TO BE BUILT ON A PREPARED
K,1:LASPHALT
ROAD BED THAT IS COMPACTED TO 95%
READY ACCESS ROAD TO PULASKI
+1 COUNTY SPECIFlCATIONS. /
4"�
I
MODIFIED PROCTOR. THEN A 7" THICK BASE
COURSE COMPACTED TO 100% MODIFIED IS
PLACED ON THE COMPACTED BASE. THE
PREPARED SUBGRADE HAS DENSITY TEST
REQUIREMENTS AND IS SUBJECT TO A ROLL TEST
f
BY THE COUNTY.
I
I
��— 00—Year
Flood Zone .y
J
NEW 24' RMC 42't CULVERT W/FLARES
I PULASKI COUNTY SPECIFICATIONS.
PLEASE REFER TO PRELIMINARY PLAT
VENTANA RIDGE ESTATES PHASE 1 & 2
PLATE 1 & 2 FOR LOCATION DETAILS
1
V
1
11 r
1
1
(E) POND
� 1
1
1
1
1
\11 ;
5 1
1 �
Iy I 1Y
11 4
I
rl i
fr I
i ± NEW 60' ACCESS/UTIUTY
! EASEMENT WITH BURIED
POWER/TELCO
�r NEW GRAVEL BASED
30' WIDE ROAD
rr 48503.3375 SQUARE FT
FOLLOW GRADING
r REQUIREMENTS
r
MONOPOLE
NEW (1) 3.0 BURIED SCH.40 PVC CONDUIT
FOR TELCO TO TELCO DEMARC
W/ MULETAPE AND CAP — 1536'f RUN
NEW (1) 4'0 BURIED SCH.40 PVC CONDUIT
FOR POWER TO POWER SOURCE — 1536't RUN
NEW 50'xW FENCED COMPOUND
WITH IN 75 x75' LEASE AREA
5
4/22/10
REVISED PRELIMINARY CD SURVEY, FENCE & I.ANDSCAP
M.M.
R.S.
R.S.
4
3/31/10
REVISED PRELIMINARY CD LANDSCAPING ADD EQUIP.
M.M.
R.S.
R.S.
3
3/19/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
2
3/5/10
REVISED PRELIMINARY CD -LANDSCAPE DETAIL
M.M.
R.S.
R.S.
1
3/5/1a
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
NO.
I DATE
REVISIONS
BY
CHK
APP'D
SCAM- AS SHOWN DESIGNED M.M. ACGI/ 09-3927 LE
626.18'f TO EAST
BOUNDARY
645.18' TO EAST
BOUNDARY
606.60' TO
EAST BOUNDARY
AMERICAN TOWER CORP.
OVERALL SITEPLAN
JOB NUMBER DRAWING NUMBER
273661 03
09-3928 CO
ALLPRO
CONSULTING GROUP. INC.
75'-0"
NEW 75'x75'
_ � LEASE AREA
ENLARGED SITE PLAN (D
9221 Lyndon B Johnson
Freeway
Suite 204, Dallas, TX 75243
Phone:972-231-8893
Fax:866-364-8375
www.allprocgi.com
I
tit' ji
)'x50' '1
AREA NEW 8' HIGH 1 I
WOOD FENCE »rs I
WITH BARBED
WIRE I
)POSED
,T&T L ��
IPMENT -
ELTERN.
i
I � �
3 � �
l [ PROPOSED 30' WIDE
ACCESS/UTILITY EASEMENT
NEW 12' MOE GRAVEL ACCESS TO (E)
[ ACCESS ROAD
NEW COMMUNITY RACK
6 METER GANG & TELCO BOX
KOBAN LAKE
SITE# 273661
14121 LAWSON RD
LITTLE ROCK, AR
H I
P
■ F
P-P-P-P-F
FJ
-P•
T ..-.T- T- T T- T- T
�i
y
PROPOSED (1) 3.0 BURIED SCHAO
k -
NEW 12�
WIDE
I PVC CONDUIT
[ FOR TELCO TO TELCO DEMARC
DOUBLE
SWING
W/ MULETAPE AND CAP - 476'1 RUN
ACCESS
�]/A
iGATE
PROPOSED (1) 4.0 BURIED SCH.40
j
PVC CONDUIT
FOR POWER TO POWER SOURCE -
I
480't RUN
1
440�\
AMERICAN TOWER
3200 COBB GALLERIA PKWY,
SUITE 205
ATLANTA, GA 30339
PHONE: (770) 308-1973
ANALYSIS AND DESIGN OF
TOWER AND FOUNDATION BY
OTHERS. NO ERECTION OR
MODIFICATION OF TOWER AND
FOUNDATION SHALL BE MADE
mT1.1(m ADDDn%1AI fW
STI
oRa>rin
� G ►x�
NORTH
GRAPHIC SCALE: 3/16"=1'
0 1' 5' 10'
(3) NEW SECTOR MOUNTS
(3) ACTIVE ANTENNAS PER SECTOR
ENTER
CENTER
CENTER
TOWER ELEVATION 2
SCALE: 1/6•=1'
5
4/22/10
REVISED PRELIMINARY CD SURVEY, FENCE & LANDSCAP
M.M.
R.S.
R_S.
4
3/31/10
REVISED PRELIMINARY CD LANDSCAPING ADD EQUIP.
N.M.
R.S.
R.S.
3
3/19/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
2
3/5/10
REVISED PRELIMINARY CD -LANDSCAPE DETAIL
M.M.
R.S.
R.S.
1
3/5/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
NO.
DATE
REVISIONS
BY
I CHK
I APP'0
WALE. AS SHOWN D£SIGNEO M.M. ACGI! 09-3927 LE
NEW 8' HIGH
WOOD FENCE
WITH BARBED
WIRE
JEW COMMUNITY RACK
JEW LANDSCAPE SCREENING
>EE SHEET 11
AMERICAN TOWER CORP.
ENLARGED SITE PLAN & ELEVATION
,109 NUMBER DRAWING NUMBER
273661 -04
09-3928 CD
1X6 SLAT
I
i
i
FENCE
SCALE: N.T.S.
ASSEMBLY
DROP BAR
TAN ON DROP TO
MAINTAIN IN UP
OR DOWN POSITION
SLOT IN GUIDE FOR
DROP ROD TAB
GROUND SOCKET
GONG. MUSHROOM
GATE LATCH DETAIL
SCALE: N.T.S.
LAI
CA'
PIONEER LATCH DISTRIBUTED BY:
TAYLOR FENCE COMPANY OF PUEBLO
211 SANTA FE DRIVE / P.O. BOX 1756
PUEBLO, COLORADO — (or equal)
PHONE: 719.542.5076 FAX: 719.542.5078
ELEVATION
=_«!
� Lam.
PLAN
TOP RAIL 1-5/8"OD SCH. 40
y
G£GTI ILLS FABRIC
STETL FENCE POSTS
MAX. 6' SPACING
WOVEN WARE SUPPORT
12 GA. WIRE
m = '. NET BACKING
{
MI .
�� TRENCH (BACKRUED)
FABRIC TOE —IN
TRENCH CROSS SECTION SILT FENCE
LOOK
FENCE CAP DETAIL 5
SCALE: %.Tt,
GENERAL NOTES:
1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT
ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED
A MINIMUM OF ONE FOOT.
2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR
MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT
AND PERPENDICULAR TO THE LINE OF FLONHERE FENCE CAN NOT BE TRENCHED
IN (E.G. PAVEMENT) WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON UPHILL SIDE TO
PREVENT FLOW UNDER FENCE,
3. THE TRENCH MUST BE A MINIMUM 06 INCHES DEEP ANDS INCHES WIDE TO
ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFlLLED
MATH COMPACTED MATERIAL
4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR
TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE STEEL FENCE POST.
5. INSPECRON SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR
OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED 50 AS
NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES
THE SILT SHALL BE DISPOSED OF IN AN APPROVED S17E AND IN SUCH A MANNER
AS TO NOT CONTRIBUTE TO ADDITIONAL 51LTATIOK
SILT DETAIL
SCALE: N. T.S
9221 Lyndon B Johnson
Freeway
L L P R Suite hone: 4, Dallas, TX 2-231-8893 243
Phone:972-231-6693
Fax: 666-364-8375
A — www.allprocgi.com
CONSULTING GROUP, INC.
K OB AN LAKE
SITE# 273661
14121 LAWSON RD
LITTLE ROCK, AR
AMERICAN TOWER
3200 COBB GALIERIA PKWY.
SUITE 205
ATLANTA, GA 30339
PHONE: (770) 308-1973
5
4/22/10
REVISED PRELIMINARY CD SURVEY, FENCE & LANDSCAP
M.M.
R.S.
I MS.
AMERICAN TOWER CORP.
4
3/31/10
REVISED PRELIMINARY CD LANDSCAPING ADD EQUIP,
M.M.
R.S.
R.S.
3
3/19/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
FENCE DETAILS
2
3/5/10
REVISED PRELIMINARY CD —LANDSCAPE DETAIL
M.M.
R.S.
R.S.
1
3/5/10
REVISED PRELIMINARY CD
M.M.
R.S.
R.S.
JOB NUMBER
DRAWING NUMBER
NO.
DATE
REVISIONS
BY
CHK
APP'D
273661
05
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