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DRIVE TO DIRECTIONS
FROM THE INTERSECTION OF INTERSTATE 6JO AND INTERSTATE 430 IN LITTLE ROCK, ARKANSAS, TAKE
CHENAL PARKWAY WEST FOR 3.7 MILES TO KANIS ROAD. TURN LEFT ONTO KANIS ROAD AND HEAD WEST
FOR 2.5 MILES TO SITE ACCESS ON THE LEFT.
III SITE PHOTO III
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SITE NAME: SELLETTE �
SITE NUMBER: AR 1338
KANIS ROAD
LITTLE ROCK, ARKANSAS 72223
SHEET INDEX
SP-1
SPECIFICATIONS
E-2
ELECTRICAL DETAILS
SP-2
SPECIFICATIONS
GR-1
GROUNDING PLAN
C-1
SITE SURVEY
GR-2
GROUNDING DETAILS
C-2
OVERALL SITE PLAN
GR-3
GROUNDING DETAILS
C-3
ENLARGED SITE PLAN
GR-4
GROUNDING DETAILS
C-4
ELEVATION & AZIMUTH PLAN
5-1
COMPUND DETAILS
C-5
EQUIPMENT DETAILS
S-2
SHELTER ELEVATIONS
C-6
ICE BRIDGE DETAILS
RF-1
SECTORS A & B & C
C-7
SIGNAGE DETAILS
RF-2
COAX SCHEDULE & MARKINGS
E-1
POWER & TELCO SITE PLAN
RF-3
ANTENNA INFORMATION & JUMPER DETAILS
GEOGRAPHIC COORDINATES:
LATITUDE 34.762597
LONGITUDE.-92.495181
ELEVATION: 639.15' AMSL
APPLICANT INFO:
CENTRAL ARKANSAS LAND DEVELOPMENT
CONTACT. RANDY ALBERIUS
(501) 223-0496
DESIGN FIRM
CENTRAL ARKANSAS SURVEYING, INC
11708 KANIS ROAD
LITTLE ROCK, ARKANSAS 72211
CONTACT RANDY ALBERIUS
PH: (501) 223-0497
FAX. • (501) 223-0496
GENERAL CONTRACTOR:
GOODMAN NETWORKS
1100 N UNIVERSITY, SUITE 200
LITTLE ROCK, AR 72207
CONTACT: BYRON FIGUEROG
(214) 356-7827
PROPERTY OWNER:
JOHNNY & SHARON BALE
POWER COMPANY:
ENTERGY
(800) ENTERGY
TELEPHONE COMPANY:
AT&T
(800) 499-7928
SIZE, WORK GENERAL_NOTES
1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF
CONSTRUCTION.
2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN
THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION
OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHALL BE
USED BY THE SUBCONTRACTOR WHEN EXCABVA77NG OR DRILLING PIERS AROUND OR NEAR UTILITIES.
SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT
NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C)ELECTRICAL SAFETY D) TRENCHING
AND EXCAVATION.
J. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS.
4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED
FROM THE SITE AND DISPOSED OF LEGALLY.
5. ALL EXISTING INACTIVE SEWER, WATER GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH
THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE
DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO
THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL UTILITIES.
6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE NTH THE TECHNICAL
SPECIFICATION FOR SITE SIGNAGE AS PER AT&T STANDARDS N60034.
7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT
AND TOWER AREAS.
8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS,
SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.
9. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT UP TO A SMOOTH UNIFORM GRADE PRIOR TO
FINISHED SURFACE APPLICATION.
10. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,
EQUIPMENT, OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT
EROSION AS SPEOFIED ON THE PROJECT SPECIFICATIONS.
11. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION
CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE
LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL.
G NaTE ANQ ffiNEO�RCING STEEL NOTES:
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 7, 14 & 28 DAYS.
2. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE, IN ACCORDANCE WITH ACi 301 SECTION 4.2.4.
MASONRY NOTES:
i. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND.
2. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL
GROUT IS FULLY CURED.
GENERAL NOTES.-
1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS APPLY. -
CONTRACTOR - GOODMAN NETWORKS
SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION)
OWNER - AT&T
OEM - ORIGINAL EQUIPMENT MANUFACTURER
2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO
FAMILIARIZE WITH THE EXACT CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED
AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE
ATTENTION OF CONTRACTOR.
3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE
CODES, REGULATIONS.AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES
AND APPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY
PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL
COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL
JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
J. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY.
4. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WI7H
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.
5. IF THE SPECF0 EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE
SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE
CONTRACTOR.
6. 714E SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING
AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE
SATISFACTION OF OWNER.
GENERAL 90 - CONITNUEDI
7. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS
COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED
SHALL BE RETURNED TO THE DESIGNATED LOCATION.
8. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION.
9. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000-AOOZ-00002 'GENERAL
CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM SITES."
ELECTRICAL INSTALLATION NOTES.
1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICA7ONS, NEC
AND ALL APPLICABLE LOCAL CODES.
2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO
EQUIPMENT IS NOT BLOCKED.
J. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF
THE NEC.
4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE
NEC.
5. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS.
6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.EHOTS), GROUNDING AND T1 CONDUCTOR
AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 112"
PLASTIC ELECTRICAL TAPE WITH UV PROTECTION OR EQUAL) THE IDENTIFICATION METHOD SHALL
CONFORM TO NEC AND OSHA.
7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE.
ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE
CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (I.E. PANEL BOARD
AND CIRCUIT VS).
8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE
CLEARLY LABELED WITH PLASTIC LABELS.
9. ALL TIE -WRAPS SHALL BE CUT FLUSH KITH APPROVED CUTTING TO REMOVE SHARP EDGES
10. POWER, CONTROL AND EQUIPMENT GROUND WiRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR
(114 AWG OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE
RATED FOR 90 DEG. C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND
RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED
11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (16 AWG
OR LARGER), 60OV, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR
90 DEG C (WET & DRY) OPERATION LISTED OR LABELED FOR THE LOCATION AND RACE SYSTEM USED
UNLESS 07HERKISE SPECIFIED.
12. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MUL 71- CONDUCTOR, TYPE TC
CABLE (114 AWG OR LARGER), 600V, OIL RESISTANT THHN OR 714WN-Z CLASS B STRANDED COPPER
CABLE RATED FOR 90 DEG C (WET & DRY) OPERATION WITH OUTER JACKET LISTED OR LABELED FOR
THE LOCATION AND RACE SYSTEM USED UNLESS OTHERWISE SPECIFIED.
13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRE
NUTS BY THOMAS AND BETTS (OR EQUAL), LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION AT
NO LESS THAN 75 DEG C (90 DEG C IF AVAILABLE).
14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH
NEMA, UL, ANSI/IEEE AND NEC.
15. ELECTRICAL METALLIC -TUBING (EMT) OR RIGID NON-METALLIC CONDUIT (I.E. RIGID PVC SHEDULE 40 OR
RIGID PVC SHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED
INDOOR LOCA TIONS.
i6. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NON-METALLIC TUBING, OR RIGID NON-METALLIC
CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.
17. GALVANIZED STEEL INTERMEDIATE GRADE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR
LOCATIONS ABOVE GRADE.
18. RIGID NON-METALLIC CONDUIT (I.E. RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE
USED UNDERGROUND: DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC, OR ENCASED
IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC.
19. LIQUID-71GHT FLEXIBLE METAL CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS
WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED.
20. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE
LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE
21. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA,
UL, ANSI/IEEE AND NEC.
22. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN
DOWNWARDS. SHALL BE PANDUIT TYPE E (OR EQUAL), AND RATED NEMA 1 (OR BETTER).
(ELECTRICAL INSTALLATION NOTES - CON71NUEDI
23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR
EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50 AND RATED NEMA i (OR BETTER) INDOORS
OR NEMA 3 (OR BETTER) OUTDOORS
24. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED OR
NON -CORRODING: SHALL MEET OR EXCEED UL 514A AND NEMA OS 1, AND RATED NEMA i (OR BETTER)
INDOORS OR NEMA 3 (OR BETTER) OUTDOORS
25. NON-METALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS2, AND RATED
NEMA 1 (OR BETTER) INDOORS OR WEATHER PR07ECTED (w OR BETTER) OUTDOORS
26. THE SUBCONTRACTOR SHALL NOiiFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR
BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS
2Z THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION
PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND
PROPERTY.
28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "AT&T WIRELESS."
GROUNDING NOTES.
1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PR07EC71ON AND
ACPOWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING
CONDUCTORS IN ACCORDANCE NTH 714E NEC.
2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER
1100 AND 81) FOR GROUND ELECTRODE SYSTEMS THE SUBCONTRACTOR SHALL FURNISH AND INSTALL
SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS
3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND
CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE
TO THE CONDUIT AND PROVIDE TESTING RESULTS.
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED
BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY NTH J6 AWG COPPER WIRE UL APPROVED
GROUNDING TYPE CONDUIT CLAMPS
5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED
COPPER CONDUCTORS M771 GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE
FURNISHED AND INSTALLED WITH THE POWER CIRCU17S TO BTS EQUIPMENT.
5 EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN
INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 16 AWG STRANDED COPPER OR LARGER FOR
INDOOR BTS; 12 AWG SOLID TINNED COPPER FOR OUTDOOR BTS
6. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED- BACK TO BACK
CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED.
7 ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL
BE 12 AWG SOLID TINNED COPPER UNLESS 07HERMSE INDICATED.
8. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTORS SHALL NOT BE USED FOR GROUNDING
CONNECTIONS
9. USE OF 90 DEG BENDS IN THE PROiEC71ON GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 DEG
BENDS CAN BE ADEQUATELY SUPPORTED.
10. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE
11. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS
CRIMPS. -
12. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS.
13. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE ICE BRIDGE ANL
THE TOWER GROUND BAR.
14. APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION
AND BOLTED GROUND CONNECTIONS
15. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL.
16. MISCELLANEOUS ELECTRICAL AND NON-ELECiRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE
BONDED TO THE GROUND RiNG, iN ACCORDANCE WITH THE NEC.
18. BOND ALL METALLIC OBJECTS WITHIN 6' OF MAIN GROUND WIRES WITH 1-12 AWG TINN-PLATED COPPER
GROUND CONNECTION.
19. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PR07EC71ON SYSTEMS SHALL NOT BE
ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC
CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS WHEN IT iS REQUIRED TO BE
HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH
AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G.,
NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE), THE GROUND CONDUCTOR SHALL BE BONDED TO
EACH END OF THE METAL CONDUIT.
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ABBREVIATIONS
WHERE APPLICABLE
SYMBOLS AND MATERIALS
WHERE APPLICABLE
ADJ
ADJUSTABLE
LG
LONG
AGL
ABOVE GRADE LEVEL
MAX
MAXIMUM
a
NEW ANTENNA
AMSL
ABOVE MEAN SEA LEVEL
MECH
MECHANICAL
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EX
ANITE NA
APPROX.
APPROXIMATE
MFR
MANUFACTURER
ASPHALT
AWG
AMERICAN WIRE GAUGE
MGB
MASTER GROUND BUS
ELECTRIC BOX
BCW
BARE COPPER WIRE
MIGB
MASTER ISOLATED GROUND BAR
BTS
BASE TRANSCEIVER STATION
MIN
MINIMUM
¢
LIGHT POLE
CAB
CABINET
MTL
METAL
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FND. MONUMENT
CLG
CEILING
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CONCRETE
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SPOT ELEVATION
CONT
CONTINUOUS
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SET ELEVATON
CJ
CONSTRUCTION JOINT
OC
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REVISION
CENTERLINE
OPP
OPPOSITE
DIA
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R
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GRID
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RADIO BASE STATION
REFERENCE
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EXISTING
REF
REFERENCE
SNT
DETAIL
REFERENCE
RF
RADIO FREQUENCY
-
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EQUIPMENT GROUND BAR
REQ
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SS
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STL
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TOC
TOP OF CONCRETE
S/G
SOLID GROUND BUS BAR
EXT
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TOM
TOP OF MASONRY
S/N
SOLID NEUTRAL BUS BAR
FF
FINISHED FLOOR
TYP
TYPICAL
R A
SUPPLEMENTAL GROUND CONDUCTOR
GA
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TBD
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2-POLE THERMAL-MAGNERC
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GENERAL CONTRACTOR_
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TYPICAL
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GEN
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CHEMICAL GROUND ROD
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GROUND ROD
DISCONNECT SWITCH
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METER
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CADWELD TYPE CONNECTION
CDMPRESSiON TYPE COIVNEC71ON
CONTRACTOR SHALL REFER TO SPECIFICATION 24782-000-AOOZ-00002
"GENERAL CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM
SITES" FOR ANY ITEMS OR WORK NOT LISTED OR DETAILED HEREON.
STANDARD SPECIFICATIONS SHALL SUPERSEDE WHERE CONFLICTS OCCUR.
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.
GROUT OR PLASTER
BRICK
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WORK POINT
C COAXIAL CABLE
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— - - — GROUNDING WIRE
DIG ALERT
ONE CALL OF ARKANSAS
PH: (800) 482-8998
CALL 3 WORKING DAYS BEFORE YOU DIG
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r � CEtL1C4N]184
�i i 1's Nur.rAa�ns
I
wl�
tyNLTr EASlA4°Jt1
w
LINE BEARING
DISTANCE
30,
Ig
L1 S 44°44'10' W
50.00'
AQ 'S
L2 N 45"15'50' W
50.00
N
L3 N 44*44'10' E
50.00,
z
L4 S 45'165V E
50.00'
L5 N 68'3704' E
21.2P'
I
CURVE DELTA BEARING
RADIUS CHORD ARC
9' N
C1 106'0&202'Wl(' W
1m 00 159.96 185.3V
I '
�I
rowopap-'�
�c17x*1-93P
ar te+.85taor�
F74i 0.1 w'
LOT 36
CHENAL DOWNS SUBDIVISION
w-T'veF PEDEST4
_PAN
Y -
4l$��rxp{� _
l fF
Surveyors Notes:
1. Basis of Bearings: Based on GPS observation on March 30, 2010,
2 This survey Is valid only O the drawing Includes the seal and signature
of the surveyor.
3. This survey meals cunem'Arkenses Minimum Standards for Property
Boundary Surveys and Plats.
4, S=rfaces and environmental conditions were not examined nor
considered a pan of Oils survey.
S.AIf utilities were localed by visible above ground markings as marked
by utility location: and shown hereon w located by Cenral Arkansas
Surveying, Inc. survey field crews. All utility Iocallons shown hereon are
approximata All utilities may not have been marked(localed by the
appropriate locators. No excavation has Laken place as of this dale to
determine the exact location of existing underground utilities shown on
this survey.
6. Field work complete March 30, 2010,
7. This is a Topographic and Boundary Survey
8. Parcel ID #54R0040000100.
9. Owner. Johnny H. Bale Jr. 8 Sharon Bale
1/ SITE
VICINITY MAP N.T.S.
a
Utz I AIL VIEW
10 0 10 M 30
Scale 1" = 10'
``x1111115511 V Lllry/�11
�aFRZTj�4,�
CENTRAL
Y ARKANSAS
SURVEYING
No.1766
fA! 9
r�>eM]fun1�1115 �' 4`
SHEET NUMBER C-1
REVISION( CORRECTED LEGAL 8 RhV. S4L2710
3 � T
7 I
�4 1
PARENT TRACT DESCRIPTION
Pa'. of Section q Township 1 North, Range 14 WJesL and pan olSectens 33 ad 34. Township 2 North, Range 14 V/est I/iag Nosh of
� ingame Roodand Souhol rants Po.PuBWCmnt,Adar®s,nneparffmLllydesnbdasldlo'w5 Beginnhgeths SoWreast
rerdNeSWY.SWY-s Sectaxh34,sadmr bokMalsoYrehive Lm olLo136.CheralDrnms,PulasWCouty,Ah-:
her 14oM8]tleg26min 11 sec W YaMg Ore Saulhf dsad SVIASNY•. beegalm the Nodn line of Lnls 36and37sa:d Chenal
Dw-%756621seI Wlhe Norheaslconteral they.ANEY sad Seci beingalsothe Nonh,,asicomerolsaidLet37;henceRd-
;2acg 05mn 32 sce,WAstalong ero Ea9feeofsaid NE Y.NE- bdngalsorite Westimof Lots 37,:A,39and 40sad ChenaD-
t'K3 091M to he Soranesei comer of sad NE % NE * 0leice NOM t] dreg 13 nn 16 sec West along he South lone of said NE'/. NE
'i.. 64233lee1: ffence North 87 dreg 12 min, 42 sec West confargalorg hie Southfre of said NE % NE /, arch along the Seulh line of
Ire NW%NE114.said Sac"4, 196589 feel W a panlar the NOMng" y kneolEringame Road, being 2500 lost from
:er',Mrefrereol; tlrape NonMwesled/akxg said Nwhrighbl-vrdyf hebbxrg bearings arld Qstlrrces: (1)Nath45deg.19min 2S
se: West 7251 feet (2)Nbr 44 deg 52min 02sec WmI226.18feel:(3) Nrxh45deg 28 mn 34 sec Vest 12666 feet(4)North 47
d�7 01 minute 07 sec West 8731 feel; (5) North 50 deg 43 nfn 06 sec Nest 15914 feet; L7 Nah 56 deg 19 min 23 sec NJes1192,87
ICI: (7) Nglh 56 deg, 25 - 04 sec West 20809 feel; (8) Nunn 55 deg 21 mn 38 sec West 212 93 feet; (9) Nonh 56 dreg 14 mh 46
sec West 13072last (10) North 59 dreg 34 nit 01 second W a 11564' feel; and (11) North 64 deg 19 mn 14 sec West 50 95 feet to a
point on th West hre d Na NE Y. NWY. sad Section 4,0reNorth nce No01 degree 47 mvt 46 sec East along he West brie 385.731.1 Io the
Notenvesl carer of sad NE% W1V,.; thence, South 67 dnit 51 54 n51 sec East along the North Ins of said NE'/. NW 'A 75351 feel to he
SorAxlest olthe SWY.SENs2p Sedan33;gterce NoM@deg 15m'n34sec Fast along he West Ine ofsad SN'/. SE A,
99324 feet thence Saulh B7 deg 40 min 2] sea Ea9132033 ken tcmce Sauk 44 deg W min 59 sec Eas1934241ee1: hence South
6] deg 59 man, 01 second Eas131798 (eel; IMn. Nona 02 deg 40 min 37 sec East 742 D21eel; hertz South 88 deg 26 met 53 sec
Ear10217tteal;ha N 27deg.12mm35see.Eml26Et3lmloapdnlmheNc&fiatofMSWvsatr,sadSecba,34;
1-WSWO ee degree 1a.Mn e7.rm. Easid" ad Noah Wre W26yftn1lyTNxF4Y oonwa4v�islW %SY W. er'nfEocdltQ
tr1aao Pomasea.WmranySSAND anwfswhl-M-..,feK-Rllrwoffwollmnmxlavaaawgr.ulattm
Begmirg LESSAND EXCFPfIhe' I-01 Ian KarisRwd
LEASE DESCRIPTION
LEASE PARCEL
A Pad of he Souhwesl Ouaner of he Southwest Quarter of Section 34, Township 2 North, Range 14 West, Pulaski County,
Aransas, mac particularly described as Iollows: Commenting at the SoWreast Corner of said SW'/. SW 14 Section 34, said
C."ner also being the Northeast Comer of Lo136. Chanel Downs, Pulaski Courtly. 7Wansas; thence Noah 02 deg. 00 min 54
sec East along the Fast fire of said SW 114 SW 1/4 for a dstance of 784.29 feel; thence North 87 dreg 59 min 05 sec West
Ic: a distance of 150.00 leel0 the Pohl of Begnning of If fared been described; hence South 44 deg 44 min 10 sec West
IC' a d6lance o15Qm feel; hence North 45 dreg 15 mil 50 sec. Well for a dls(arree of 50 00 feel; hence Noah 44 deg 44
mil 10- East la a dslance of 50.00 reel; thence Seuh 45 deg 15 min 505 East for a distance of 5Q00 feet t0 the
Po nl mI BegWirng, containirg, (2.500 sq A), QO6 acres, -a less.
37ACCESS B UTIIJrY EASEMENT
Al AcoessBU6lly Easement being 3000 feel in width,15 m feel either We of he following described centerline: Apartol Wte
S_jthxest Otunerofthe SouthN [Ouarterof Section34,Tmwsrp2North, Range 14 West, Pulaski County, Arkansas, more
; llculery descrbed as folows; Ccmrlencing al the Southeast Comer of said SW Y SW'/. Section 34, said Comer also
ceirg the Northeast Comer of Lot 36. Cftenal Dorms. Pulaski County, Arkansas; thence North 02 deg 00 min 54 sec East
E
erg the Fast fine of said SW 1/4 SW 114 for acrmtance of 784 29 last (hence Noah 87 dreg 59 min 05 sec West for a
C's ""a of 150 00 feet thence South44 dreg 44 nth 10 sec West fora distance of 50 00feel; thence Noah 45 deg, 15 min
50 sec West fora distance of 50 00 feet; (hence North 44 deg 44 mat 10 sec East for a dislance of 25 00 lest to the Point of
Beginning of said centerline of easement; thence the fofiowng hearings and distances along said eenterine of sesemeal:
North 48 deg. 26 mitt OB sec, West for 216 98 leet North 55 deg. 11 min. 11 sec West for 54 61 feel to he Paint of Curvdlure
d a ctrve Io the right Mathes a delta angle of 106 deg. OB min 29 sec, a radius of 1 M OD feel and a Chad bearing and
distance of North 02 deg 06 min 10 sec West for 15995laet thence Nodheay along he we of said curve to the right fora
distance of 18535 to the Pohl of Tangency; North 47 deg 46 min 50 sec East for 14552 reel; North 82 dreg 32 min 28 sec
East la 38 5B feet South BB drag 52 min. 55 sec Fast Ina distance of 35.10 reef South 86 dreg 38 min 51 sec East for
7536 feet North 85 deg, 38 min 45 sec East for 88 89 feel; North 68 deg 37 min 04 sec East for 2122 leel North 53 dreg
39 min. 27 sec East for 7Q21 last to the centerne, of Kars Road, said point also being the Print of Termination of said
centerline of easement. containing (28,000, sq IL), 064 acres, wpm a less
19 UTILITY EASEMENT
A Ublity Easement being 1500 feet in width. 750 leettaw tit¢car ro 4 described centedhe A part of the Southwest
Ouarter of he Southwest Quarter of Section 34, Township 2No'll Ff;a;e 14 We4L PLGAWG&MV..'FrlliNt M more peaculary
desailledli fL4A'K aith®iSc44R�ff CgTaspf 41IIASWW SWA Sockn3d. sWCorm � Y90 he
NmheaslOEi»Ik W14I�.��I,W0w1C,T�fjy4:f.Wf'y,M thence North 02 deg 00 min 54 sec Easl along the
East fine of said SW 114 SW 1/4 for a diste nce, of 784.29 feet, (hence Mora 87 dreg 59 min. 50 sec West la a distance of
150 m feet thence South 44 deg, 44 min, 10 sec. Wes[ for a dslance of 42 29 feet to the Point of Beginning of said canledine
of easemml; Lhence South 42 dreg 44 rein 48 sec East along said centerline for a distance of 253 96 feet to the Point of
Iamhinatian of said cenrellfne of easement containing (3,800, sq k) 009 aces, more or less
TOPOGRAPHIC SURVEY
OF
AR1338 SELLETTE
LOCATED IN
PULASKI COUNTY, ARKANSAS
FOR USE AND BENEFIT OF.
ATAT
CENTRALARKANSAS SURVEYING INC.
LEGEND
E FOUND MONUMENT
Network
and
1170E Kars Roatl
UOIe Rock. AR 72211
O - SET #4 REBAR W/CAP
and
and
'Central Art- Lanere d Dloprnent
Phone: (501)-223-0497
A-COMPUTEDPOIM
pROPERttACDRESS:
�(501)-M-0496
B-CONTROWNGCORNER
Kan'is Road
Email: pls1454@sbcglobeLnet
x-FENCE
o SUPPORTPOLE-a1
o POWER POLE
1 hereby certify hat he above plat represents a
POWER POLE W/TRANSFORMER
dell
survey made ty me on his day, and al
7[ EARTHING ELECTRODE
TOWER
ma6mfrAf, enuaaclvaarisday,
wlleNl
disclosed try this survey are shown No
CONDUIT
p PHONE PEDESTAL
Inpp(,pltlery yggcllfor 615011m%f, CMWWA&
encumbrances,aany oherfaaswhichan
E- GUY ANCHOR
b FIRE HYDRANT,73v'
accurate titre search may disclose was perioened
g
® CONTROLBOX
D-Btr LREMSING SCALE: VARIES
df��y,,
Q ELECTRICALTRANISFORMER
-,4•�
"�7R. �TIRe•
D4 WATER VALVE
Checlmd By; REA I DATE 4/5/10
C CABLE MARKER
E ELECTRICAL METER
FILENAME H:ISUHVEYS\GOODMAMSURVEYS4SELLErTE.DWG
SPOT ELEVATION
STATE CCOE:
b
_ 5
KA�SR� �_ _— _ 3
z
I S-tZ-i4 PRELIM INARI'CD'S
V) �Nv� L
ry `, n
CNN F_ kD
CQ^rv� ry
ra w o <
W C X_ Z W Y
Lu J C LL E E Z
/ I / EXISTING W-1" WIDE ACCESS � >L, Jew 0 : o_
/ GATE THIS DRAWING IS BASED ON z 0O
A SURVEY PREPARED BY Lu Lei
/ r / CENTRAL ARKANSAS V
SURVEYING, INC, DATED 61.3109 `51v�
/ r /
/ r / co
/
N m
m
/ W N�
/ NOTE.0 Z
ALL UTILITY SERVICE POINTS OF ENTRY C ¢ r o
30' ACCESS AND UTILITY EASEMENT SHALL BE VERIFIED WITH ACTUAL SHELTER 0 0 ¢ Q Ly
MANUFACTURER DRAWINGS PRIOR TO INSTAt"110H W Q Yu w
/ J ¢ -u2 m
Lu dog �
W Juj
I f
I 1 I EXISTING GRAVEL DRIVE
+ � I
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>ONT
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I f I V=¢ �c
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1 I PROPOSED 11'-5" X 16'-0"
1 \ PROPOSED ICE BRIDGE AT&T SHELTER If ARKAN�AS
l RE.' SHEETS S-i&S-2 4
\ �\ PROPOSED GRAVEL DRIVE EXISTING 150' HIGH STEALTH POLE A REGISTE D
X X 15' UTILITY EASEMENT PRE I i
\ \ _ EXISTING H-FRAME * ,EN NE i4
PROPOSED METER COMBO 1833 If
AND HOFFMAN BOX 0
--------_—
START DATE: 5 10 10
DRAWN BY: CMR
OVERALL SITE PLAN r ���� CHECKED BY: RSA
D-0
SHEET NUMBER C-2
30' ACCESS & UTILITY EASEMENT
o
�o
HEAVILY WOODED AREA
SUROUNDING SITE
25'-0"
X X X X X— X
,\x
8' WOODEN FENCE
W/BARBED WIRE
x
PROPOSED GPS ANTENNA
RE. • SHEET C-6
PROPOSED 24' WIDE ICE BRIDGE
RE: SHEET C-6
EXISTING 150'-0"
STEALTH POLE
ld
NOTE. -
ALL UTILITY SERVICE POINTS OF ENTRY
X X
K
X x—
x— X —1
SHALL BE VERIFIED WITH ACTUAL SHELTER
MANUFACTURER DRAWINGS PRIOR TO INSTALLATION
ca
TOWER MANUFACTURERS SPECS, FABRICATION, AND
CONCRETE FOUNDATION DESIGN WILL BE PROVIDED BY
9
TOWER VENDOR.
W x
TOWER SHOWN ON THESE PLANS IS REPRESENTATIVE
ONLY OF THE TOWER TYPE.
LEGEND
nv,
CM- CROWN MONITOR
W
FP - FLASH POWER BOX
FB - RASH BOX
M - METER
y�
B - BREAKER
H - HOFFMAN BOX
*�
MO - MAIN DISCONNECT
H - HOFFMAN BOX
•
,-w x
G - GENERATOR POWER
x
1F-^
�t
W x
GENERAL NOTES
— — — — —
, 1.
ALL STRUCTURAL STEEL SHALL BE HOT -DIPPED GALVANIZED AFTER
o
�w
FABRICATION.
2.
ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND
EXISTING
PROPOSED HOFFMAN BOX
_
ERECTED IN ACCORDANCE WITH AISC SPECIFICATION (LATEST EDITION).
GRAVEL PAD
I
J.
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION (HANDICAPPED
o
ACCESS NOT REQUIRED).
4.
FACILITY WILL NOT BE LIGHTED WITH THE EXCEPTION OF EMERGENCY
PROPOSED 200 AMP
15' UTILITY EASEMENT
CONDITIONS
4 METER SANK COMBO
5.
FACILITY HAS NO PLUMBING.
6.
TOWER AND ANTENNA INSTALLATION SHALL BE CONDUCTED
'
BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF
EXISTING H-FRAME
o
RADIO ANTENNAS, TRANSMISSION LINES, AND SUPPORT STRUCTURES.
c
x
°?r
7
CONTRACT COMPANIES AND THEIR EMPLOYEES SHALL OBSERVE AND
'X X
PRACTICE ALL O.SH.A. SAFETY GUIDELINES WHILE PERFORMING SERVICE
X
—X —X —X X
—
FOR AT&T.
8.
WHERE A TOWER DOES NOT HAVE A PERMANENT FALL PROTECTION
25'-0"
20'-0'
5'-0
�pf,
SYSTEM, THE CONTRACT COMPANY IS RESPONSIBLE FOR PROVIDING A
t
SUITABLE SYSTEM FOR 17S EMPLOYEES.
9.
CONTRACTOR SHALL PERFORM A SAFETY INSPECTION PRIOR TO
sir
COMMENCING ALL WORK AC7IWTIES AT A AT&T LEASED
OR OWNED SITE AT&T SHOULD BE IMMEDIATELY NOTIFIED OF
�o �y
SAFETY HAZARD(S) FOUND DURING THE INSPECTION THAT COULD CAUSE BODILY
HARM OR ENDANGERMENT TO LIFE OR THAT COULD CAUSE DAMAGE TO
PROPERTY. ALL WORK SHALL BE HALTED UNTIL SUCH TIME THE REPORTED
to
,4
gym
SAFETY HAZARD CORRECTED. THE SAFETY HAZARD, IF POSSIBLE,
SHOULD BE CORRECTED BY THE CONTRACTOR WHILE ON SITE, AFTER
ENLARGED SITE PLAN__o
>
o
THE CONTRACTOR HAS N077FIED AT&T OF THE HAZARD AND
HAS RECEIVED APPROVAL FROM AT&T TO PERFORM
SCALE: 1' = 10'-0'
THE CORREC710N.
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AR NKA SAS
�+ REGISTER D ;
PRD I
,EN NE
11833 0
1�
�R�cE�Ror��
5 14-10
START DATE: 5/ 10 10
DRAWN BY: LMR
CHECKED BY: RSA
SHEET NUMBER C-3 11
NOTE"
EQUIPMENT PLATFORM AND ANTENNAS ARE DESIGNED TO MEET
LOCAL BUILDING CODES, AND ANSIIEIAITIA-222-F STRUCTURAL
STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. THE
DESIGN WIND SPEED IS 70 MPH.
NOTE:
THESE DRAWINGS HAVE BEEN PREPARED TO DEPICT
PROPOSED OVERALL TOWER HEIGHT DIMENSION AND SHALL
TOP OF TOWER
NOT BE USED FOR CONSTRUCTION. CONTRACTOR TO VERIFY
- - - - -
ELEV. _ �50 0
TRUE HEIGHT WITH TAPE DROP.
PROPOSED UMTS PANEL ANTENNAS CONCEALED INSIDE STEALTH POLE
- -
NOTE,
NO MODIFICATIONS OR TOWER ADDITIONS SHALL
SECTOR 1
BE MADE WITHOUT APPROVED STRUCTURAL
PROPOSED GSM PANEL ANTENNAS CONCEALED INSIDE STEALTH POLE
ANALYSIS PREPARED BY OTHER.
NOTE. -
TOWER MANUFACTURER'S SPECS, DESIGN, FABRICATION, AND
CONCRETE FOUNDATION DESIGN WILL BE PROVIDED BY
x�
TOWER VENDOR.
o
TOWER SHOWN ON THESE PLANS IS REPRESENTATIVE ONLY
OF THE TOWER TYPE
NOTE
1P0•
SUB -CONTRACTOR TO COMPLY WITH ALL FCC
TYP.
AND FAA REGULATIONS ON THIS PROJECT
EXISTING 150'-0" HIGH
STEALTH TOWER
PROPOSED AT&T PANEL
NOTE.
ANTENNAS CONCEALED
1. THE SIZE, HEIGHT AND DIRECTION OF THE ANTENNA
INSIDE STEALTH POLE
SHALL BE ADJUSTED TO MEET AT&T SUPPLIED RFOS.
2. CONTRACTOR SHALL VERIFY HEIGHT AND DIRECTION OFF
MICROWAVE DISHES WITH PROJECT MANAGER.
3. ALL ANTENNA AZIMUTH TO BE FROM TRUE NORTH.
SECTOR 3
SECTOR 2
REMOVABLE PANEL
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 CONFIGURATION
REQUIRED. THE CONTRACTOR SHALL REFER
TO THE STRUCTURAL ANALYSIS OF THIS
TOWER SITE FOR THE APPROVED LOCA110N
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.
8" WOODED FENCE
W/BARBED WIRE PROPOSED ll'-5" X 16'-0" AT&T
SHELTER SHEETS. 5-1 & S-2
GRADE
ELEVATION VIEW
SCALE: 1.=30'-O"
B;
c
0
z
W
270-
90'
NOTE-- 180"
CONTRACTOR TO VERIFY AZIMUTH DIRECTIONS
WITH RF ENGINEER.
b
5
4
3
z
AIR TERMINAL PROVIDED s-iz-to PRELIMINARY CD'S
vnTTi TOWER AND INSTALLED
BY GENERAL CONTRACTOR d
Q
o PROPOSED GSM PANEL z Z¢ N N N o
N
N
ANTENNAS CONCEALED INSIDE - —u' uo o. Z P w o a
STEALTH POLE ANTENNAS ARE Lv z o c° '` a _ >- oN Q
NOT VISIBLE FROM THE Q } o LL _ � F_ u
EXTERIOR. Q w w E- 5 0
„u 3 0 a
Z
Lu
u � w
PROPOSED UMTS PANELy��
ANTENNAS CONCEALED INSIDE
STEALTH POLE. ANTENNAS ARE
NOT VISIBLE FROM THE
EXTERIOR.
r o nl
NOTE: CONTRACTOR SHALL N nl
PROVIDE INTERIOR w N }
ANTENNA HARDWARE f-
rl,Q
FUTURE CARRIER ANTENNAS O ¢ uj
uj
CONCEALED INSIDE STEALTH .J Q '^ U m
POLE. ANTENNAS ARE NOT C
VISIBLE FROM THE EXTERIOR. _I Lu z O �
C) 7 G
-L Z
W
J
FUTURE CARRIER ANTENNAS V1
CONCEALED INSIDE STEALTH
o POLE. ANTENNAS ARE NOT
o VISIBLE FROM THE EXTERIOR.
o�
.
111 O N >n'1 MN L71n
LLJ
FUTURE CARRIER ANTENNAS v " Q
CONCEALED INSIDE STEALTH w �' Y N
o POLE. ANTENNAS ARE NOT w a u =
"o VISIBLE FROM THE EXTERIOR. NN w
oZ�2
- V k 0-
PROPOSED 150' HIGH
STEALTH POLE
ANTENNAS - REFER TO SITE CONFIGURATION SHEET
FOR ANTENNA MOUNTING HEIGHTS, MODEL NUMBER,
AZIMUTH, ETC...
ALL STEEL SHALL BE HOT -DIPPED
GALVANIZED.
NOTE: ANTENNA ARRAY MOUNTING HARDWARE MAY
BE PROVIDED BY TOWER MFR. CONTRACTOR TO BID
SEPARATELY.
START DATE: 5 10/ 10
DRAWN BY: LMR
CHECKED BY: RSA
SHEET NUMBER C-4
SCALE: N.T.S.
25.96
? FUSE PANEL HPGMT20
n 6 — I
RET CONTROLLER
�TruePosition E911 LMU
I �DSX-1 PANEL
C 7 'rSAO
? £ UEF RACK
r1230OKW201
BAR CODE LABELS FRONT VIEW
64 "
W _
2.QP
»� 20
CABLE 11E BRACKET 02106-03
J
127591 GROUND -BAR -I —�
GROUND CABLE
F
jj
136893
FUSE PANEL HPGMT20
RET CONTROLLER
I'
TruePosition E911 LAW
DSX-1 PANEL
ly
C .
SIDE VIEW
SHELTER INTERIOR:. L1FLCo BOARD
SCALE: N.T.S.
G
dV
REAR VIEW
10
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rroC'I AL„L F�
yir ARICLN S
REGISTE* D Y
PRO I
EN IVE ++
11833 00
RR�O R IC E �
rr
5 14 10
START DATE: 5/1 /10
DRAWN BY: LMR
CHECKED BY: RSA
11 SHEET NUMBER C-5 I
GPS ANTENNA MOUNTED
TO 1 1/4" CRS (SEE GPS ANT.
MOUNTING DETAIL 3 THIS SHEET)
CUT POST LENGTH TO
SUIT BY REMOVING
UNCAPPED END
24" WIDE ICE BRIDGE
CUT ICE BRIDGE
CHANNEL TO INT
(SEE NOTES)
VALMONT PN. 81890
TRAPEZE SUPPORT
KIT 2'-6" O.C.
COAX (TIP.)
VALMONT PNJJ 8130
PIPE COL UM
3 112" O.D.x 15"
DIRECT BURIAL POSTS
v
U
FINISH SLOPE TO DRAINS
X _,N�\
c.
CONCRETE PIER rL
ra
12" MIN.
ICE BRIDGE SUPPORT POST FOUNDATION
SCALE: NT.S.
CELLULAR CABLE
DENOTES COLOR CODING
HATCHPLATE
MARKINGS
TOP TWO PORTS FOR
ALPHA GSM
e
a v
RED
RED RED �
SECOND ROW
ORANGE
ORANGE BLUE
BLUE
TWO PORTS FOR BETA GSM
WHILE YM17E
° BLUE
BLUE BLUE BLUE °
THIRD ROW TWO PORTS
ORANGE
ORANGE BLUE BLUE
WHILE WHILE
FOR GAMMA GSM
GREEN
GREY GREEN GREEN
ORANGE
ORANGE BLUE BLUE
°
WHITE WHITE °
BOTTOM ROW
TO BE LEFT EMPTY
°
NO OTHER CABLES TO ACCESS GSM UMTS
EMPTY PORT ENTRIES. I
HATCH PLATE COAX 2
SCALE: N.T.S.
PROVIDE
APPLICABLE
PIPE —TO —PIPE
CLAMP
3 V 2" O.D. ICE.
BRIDGE POST
°
GPS ANTENNA
SCALE: N.T.S.
GPS ANTENNA (PROVIDED BY
AT&T INSTALLED BY G.C.)
1 114 " O.D. X 3'—O' MAX.
GPS MOUNTING PIPE
(SUPPLIED BY G.C.)
GROUND WIRE FROM LMU
TO MGB — SECURE TO PIPE
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COAX CABLE (AS REQUIRED BY
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11 SHEET NUMBER C-6 1
Property of AT&T
Authorized
Personnel Only
Glass main entry doors may be 'branded` with AT&T
Mobility logo providing this is not a lighted /
'marquis" sign. In certain cases where a site is
unmanned, exterior door signs may be omitted to
prevent drawing undue attention to the site. For
these types of sites, the market may elect to harden
security in a more invisible manner. It is the
responsibility of the market to make prudent decisions
for unmanned core sites on a case by case basis.
MAIN ENTRANCE / FRONT DOOR OF BUILDN9--
SCALE: N.T.S.
AT&T Mobility operates telecommunications antenna at this location.
Remain at least 3 feet away from any antenna and obey all posted
signs.
Contact the owner(s) of the antenna(s) before woking
closer than 3 feet from the antenna(s).
Contact AT&T Mobility at 80OV8-2822 prior to performing any
maintenance or repairs near AT&T Mobility antennas.
This is Site #
Contact the management office if this door/hatch/gate is found
unlocked.
En esta propiedad se ubican antenas de telecomunicaciones
operadas por AT&T Mobility. Favor mantener una distancia de no
menos de 3 pies y obedecer todos los a Asos
Comuniqese con el propietario o los propietarios de las antes de
trabajar o caminar de menos de 3 pies de la antena
Comuniquese con AT&T Mobility 800-638-2822 antes de malizar
cualquier mantenimiento o reparaciones cema de las antenas de
AT&T Mobility
Este es la estacion base numero
Favor comunicarse con la oficina de la administracion del
edificio si esta puerta o compuerta se encuentra sin candado
ON THE OUTSIDE FACE OF THIS BUILDING
BEHIND THIS PANEL
ON THIS STRUCTURE
STAY BACK A MINIMUM OF 3 FEET
FROM THESE ANTENNAS
Contact AT&T Mobility at 800-638-2822
and follow their instructions prior to performing
any maintenance or repairs closer that 3 feet
from the antennas,
This is AT&T Mobility site
For AT&T —owned cell towers and other —owned
towers where AT&T Mobility is permitted to post
RF safety signage, the typical RF exposure
signage consists of an "INFORMATION" sign
installed on entrance gates or adjacent to the
"CAUTION" signs required to be installed at
accesses to each climbing ladder at the tower.
INFORMATION" signs are no longer permitted to
be installed on equipment cabinets or buildings.
INFORMATION SIGNS
SCALE: N.T.S.
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11 SHEET NUMBER E-1
FINISHED GRADE, OR GROUND
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THICKNESS OF I
UNDISTU,
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ELECTRICAL, WHERE APPLICABLE *
TIONARY TAPE
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COMPACTED SAND BED
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NOTES.
1. LEAN CONCRETE, RED -COLORED TOP, MAY BE USED IN
PLACE OF COMPACTED SAND.
* CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION
DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY
REQUIREMENTS
DIRECT BURY CONDUIT DETAIL
SCALE: N.T.S.
BY SUB -CONTRACTOR BY SHELTER MFR AS NOTED
OVILMIE OF EQUIPMENT
SHELTER
MANUAL TRANSFER SWITCH (BY
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USE LONG SWEEPS (HEAVYWALL) 90'
REQUIREMENTS
PER LOCAL UTILITY CO. AT ALL BENDS NEW UNDERGROUND TELEPHONE SERVICES IN BEND.
WALL} 9O' SWEEPING BEND
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BELOW GRADE. PROVIDE FULL LENGTH PULL
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TOWER AND MAKE EXOTHERMIC CONNECTION.
OHATCH PLATE GROUND BAR: EXTEND j12 TINNED COPPER WIRE FROM BURIED GROUND RING
UP THROUGH v2" OA. PVC SLEEVE INTO EQUIPMENT SHELTER FOR CONNECTION TO
INTERIOR HALO GROUND RING. TYPICAL AT (4) BUILDING CORNERS.
3 GROUNDING OF INTERNAL GROUND RING' EXTEND 12 TINNED COPPER WIRE FROM BURIED
GROUND RING THROUGH 1/2" O.D. PVC SLEEVE INTO EQUIPMENT SHELTER FOR CONNECTION
TO INTERIOR HALO GROUND RINGS TYPICAL AT (4) BUILDING CORNERS.
GROUND ROD: COPPER CLAD STEEL, 5/8" O.D. TEN 00) FEET LONG.
ICE BRIDGE SUPPORT POST GROUNDING: EXTEND 12 TINNED COPPER WIRE FROM BURIED
GROUND RING TO ALL ICE BRIDGE SUPPOST POSTS AND EXOTHERMICALL Y WELD.
BOFENCE CY{QUHDING TF FENCE IS W4THIN 6' OF GROUNDTNG RING, EXTEND 12 TINNED
COPPER WE FROM BURIED GROUND RINC TO FENCE CORNERS AND EXOTHERMfCALL Y WELD.
BOND INTERMEDIATE POST IF REOUNED TO MAINTAIN 25' SPACING.
4-
O7 HVAC GROUNOINC EXTEND 12 TINNED COPPER WIRE FROM BURIED GROUND RING TO THE
HVAC UNIT AND MAKE A MECANICAL CONNECTION.
+
�8 TOWER GROUNDING BAR: EXTEND 12 TINNED COPPER WIRE FROM BURIED GROUND RING UP
TO THE TOWER GROUND BAR AND MAKE A MECHANICAL CONNECTION. SECURE GROUND
BAR DIRECTLY TO THE TOWER W 7H STAINLESS STEEL MOUNTING MATERIAL.
90 CELL REFERENCE GROUND BAR. EXTEND 12 TINNED COPPER WIRE FROM BURIED GROUND
RING UP TO THE CELL REFERENCE GROUND BAR (INSIDE SHELTER) AND MAKE A
VICE
MECHANICAL CONNECTION.
RANGE
IUND ROD
10 TELCO GROUNDING BAR: EXTEND 12UNNEO COPPER WIRE FROM BURIED GROUND RING UP
TO TELCO GROUND BAR (INSIDE SHELWO AND MAKE A MECHANICAL CONNECTILIN,
11 ANTENNA GROUND BAR. MOUNT GROUND BAR DIRECTLY TO TOWER AT TOP OF COAX
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POSTS AND EXOTHERMICALLY WELD,
I3 XTERIOR GFCI RECEPTACLE GROUNDING. EXTEND 12 TINNEO COPPER WRE FROM BURIED
CROUND RING TO THE EXTERIOR GFCI RECEPTACLE AND MAKE A MECHANICAL
+ CONNECTION.
NOTE
1. ALL GROUNDING PER STATE AND LOCAL CODES.
2. ALL GROUNDING PER AT&T SPECIFICATIONS.
ALL SITE GROUNDING TO BE IN ACCORDANCE
WITH "AT&T MOBILITY GROUNDING STANDARD"
NETWORK DOCUMENT NO-00071 REV. 2.0
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SHEET NUMBER GR-1
SERVICE ENTRANCE
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NEUTRAL BUS
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SCALE: N.T.S.
HARGER 18" DIA, GROUND
INSPECTION WELL OR EQUAL
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WELL SHALL BE INSTALLED
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GROUND WIRE TRENCH
1" WIDE SLOT CUT SMOOTH FOR
GROUND RING. EXTEND NOTCH 2"
ABOVE CONDUCTOR
LOOSE GRAVEL
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EXTERIOR GROUND
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HVAC GROUNDING
SCALE: N.T.S. 1
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NOTES. -
GROUND ROD; HARGER 5810 OR EQUAL 518' dia. X 10'-0'
LONG, MIN. CONTRACTOR SHALL VERIFY WITH OWNER
SPECIFICATION FOR MINIMUM SIZE OF GROUND ROD TO BE
INSTALLED
GROUND RODS SHALL HAVE A MAXIMUM SPACING TWICE THE
LENGTH OF ROD
GROUND RODS MAY BE:
-COPPER CLAD STEEL
-SOLID COPPER
SEE RESISTIVITY REPORT FOR VERlnCARON AS AVAILABLE
GROUND RODS INSTALLED WITHIN CLOSE PROXIMITY TO TOWER
OR WHEN SOIL IS AT OR BELOW 2,000 OHM -CM, SHALL BE
GALVANIZED TO PREVENT GALVANIC CORROSION OF TOWER, (SEE
ANSI/7IA-EIA-222-F)
NOTE.•
A LARGER CONDUCTOR SHALL BE REQUIRED IN AREAS HIGHLY
PRONE TO LICHINING AND/OR AREAS WITH HIGHLY ACIDIC SOIL
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ROOF
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5/14/10
START DATE: 5/1 Q/ 10 j
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SHEET NUMBER GR4
16'-0" (VERIFY)
LEVEL 0" SLOPE
3/4" CHAMFER
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2" EA. WAY, (TIP.) `
TOP OF SLAB I 6"
6 MIL VAPOR BARRIER
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GRAVEL FILL
BUILDING FOUNDATION DETAIL
NOTE
ALL EDGES TO BE 3/4" CHAMFERED.
SHELTER FOUNDATION PLAN
SCALE: N.T.S.
5'-0' L X 4'-0- W
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PITCH STOOP AWAY FROM
SHELTER A TOTAL OF 1"
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GENERAL NOTES:
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1. THE SUBCONTRACTOR SHALL VERIFY ALL EXISTING TOPOGRAPHY AND HORIZONTAL GEOMETRY AS
1
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PREUMINARYClYS
INDICATED ON THESE DRAWINGS THE CONTRACTOR IS TO ESTABLISH THE EXISTING LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES AND SERVICES. IMMEDIATELY NOTIFY THE CONSTRUCTION
MANAGER OF ANY DISCREPANCIES OR INTERFERENCE WHICH AFFECT THE WORK UNDER THIS
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COST ASSOCIATED KITH THE REPAIRS FOR SUCH DAMAGE KILL BE AT THE CONTRACTOR'S EXPENSE.
6. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF -SITE OR AS DIRECTED BY THE
CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES.
7. SUBCONTRACTOR IS TO MAINTAIN 20 FT. HORIZONTAL CLEARANCE FROM THE CENTERLINE OF
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EXISTING POWER LINES OR AS REQUESTED BY THE POWER COMPANY.
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8. SEED AND MULCH ALL DISTURBED AREAS NOT COVERED BY OTHER MATERIALS IN ACCORDANCE
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2" FLAT WASHER
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3/4 x7" CONCRETE
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2" FLAT WASHER
FOUNDATION GENERAL NOTES:
1. THE S17E SHALL BE STRIPPED OF ALL VEGETATION PRIOR TO
FILL OR CONSTRUCTION OF THE FOUNDATION PAD.
2. ALL FILL SAND SHALL BE 0-15 P.I. WITH A COMPACTION TEST
RUN ON EACH 6" LIFT COMPACTED TO 90% MODIFIED PROCTOR.
J. ANY SOFT AREAS (TREE STUMP HOLES, ETC.) SHALL BE CUT
OUT AND RECOMPACTEO TO SAID PROCTOR.
4. THE CONTRACTOR SHALL KEEP THE SI7E SO IT WILL HAVE POSITIVE DRAINAGE AT ALL TIMES.
5. ALL EXCAVATIONS SHALL BE FREE OF WATER, MUD. AND LOOSE
DIRT BEFORE POURING CONCRETE
BLDG./FDN ATTACHMENT DETAIL 3
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_ 11833 of;
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5 14-10
START DATE: 5/ 10/ 10
DRAWN BY: LMR
CHECKED BY: RSA
SHEET NUMBER S-1
i 6'-6" [198"]
3" - - 16'-0" [192"]
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EQUIPMENT SHELTER ELEVATION — "C" z
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11'-11' C143'3
11'-5' C137' 3"
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11833
:ytxlynt
START DATE: 5/1 Q1 10 111
DRAWN BY: LMR
CHECKED BY: RSA
SHEET NUMBER S-2
AnLPOSA AnLPos.4
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11833 101
00
5 14 10
START DATE: 5/10 10
DRAWN BY: LMR
CHECKED BY: RSA
11 SHEET NUMBER RF-1
GENERAL NOTES:
I. SECTOR ORIENTATION/AZIMUTH WILL VARY FROM REGION TO REGION AND
IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SITE TO DETERMINE
THE ANTENNA LOCATION AND FUNCTION OF EACH TOWER SECTION FACE.
2. THE STANDARD IS BASED ON EIGHT COLORED TAPES -RED, BLUE, GREEN,
YELLOW, ORANGE, BROWN, WHITE, AND SLATE(GREY). THESE TAPES SHOULD
BE READILY AVAILABLE TO THE ELECTRICIAN OR CONTRACTOR ON SITE.
J. USE COLORED BANDS ON THE CABLES, MARK ALL RF CABLES BY SECTORS
AND CABLE NUMBER AS SHOWN ON "CABLE" MARKING COLOR CONVENTION TABLE.
4. ALL COLOR CODE TAPE SHALL BE 3M-35 AND INSTALLED USING A MINIMUM OF
(3) WRAPS OF TAPE AND SHALL BE NEATLY TRIMMED AND SMOOTHED OUT SO
AS TO AVOID UNRAVELING.
5. ALL COLOR BANDS INSTALLED AT THE TOWER TOP SHALL BE A MINIMUM OF
3" WIDE AND SHALL HAVE A MINIMUM OF 3/4" OF SPACING BETWEEN EACH COLOR.
6. ALL COLORED BANDS INSTALLED AT OR NEAR THE GROUND SHALL BE A MINIMUM
OF 3/4" WIDE.
7 ALL COLOR CODES SHALL BE INSTALLED SO AS TO ALIGN NEATLY WITH ONE
ANOTHER FROM SIDE -TO -SIDE.
GAMMA, C, OR Z RF
CABLES Cl THRU
C10 AS REQ'D
ALPHA, A, OR X RF
CABLES Ai THRU
ATO AS REQ'D
GSM LINE TAG
TO PROVIDE ADDITIONAL IDENTIFICATION RF CABLES SHALL BE
IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR
BRASS AND STAMPED WITH THE SECTOR, ANTENNA POSITION,
AND CABLE NUMBER. THE ID MARKING LOCATIONS SHOULD BE
BETA, B. OR Y RF CABLES AS PER "CABLE MARKING LOCATION TABLE". THE TAB SHOULD
B1 THRU 810 AS REQ'O BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE
CABLE THE TAG SHOULD BE LABELED AS SHOWN ON THE
"GSM LINE TAG" DETAIL.
ANTENNA SECTOR AND
CABLE DEFINITION
ALL RF CABLES SHALL BE MARKED AS PER CABLE
MARKING LOCATION TABLE BELOW:
CABLE MARKING LOCATIONS TABLE
NO. I
TAPE
TAG
LOCATIONS
1
X
EACH TOP -JUMPER SHALL BE COLOR CODED WITH (1) SET
OF 3" WIDE BANDS.
EACH MAIN COAX SHALL BE COLOR CODED WITH (1) SET OF
3" WIDE BANDS NEAR THE TOP -JUMPER CONNECTION AND
2
X
WITH (1) SET OF 3/4" WIDE COLOR BANDS JUST PRIOR TO
ENTERING THE BTS OR TRANSMITTER BUILDING.
J.
X
CABLE ENTRY PORT ON THE INTERIOR OF
THE SHELTER.
ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1)
4.
X
SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM
JUMPER.
ALL BOTTOM JUMPERS SHALL BE COLOR CODED WITH (1)
SET OF 3/4" WIDE BANDS ON EACH END OF THE BOTTOM
JUMPER.
(' - DENOTES TAG OR TAPE.)
CABLE MARKING TAGS
YP)
CAUTION: HARMFUL RF ENERGY EXISTS ON THESE LINES
SECTOR SECTOR SECTOR SECTOR
CABLE CABLE CABLE CABLE
CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT
RX RX RX RX
TX TX Tx TX
SECTOR
CABLE
CABLE HEIGHT
RX
Tx
SECTOR
CABLE
CABLE HEIGHT
RX
TX
SECTOR
CABLE
CABLE HEIGHT
Rx
TX
CABLE MARKING COLOR CONVENTION TABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
Al
Al
A2
A2
A3
A3
A4
A4
A5
A5
SECTOR
ALPHA, A, X
RED
RED
BLUE
RED
RED
ORANGE
RED
RED
GREEN
RED
RED
ORANGE
RED
RED
SLATE
BLUE
WH17E
ORANGE
WHITE
GREEN
WHITE
ORANGE
µHITE
SLATE
WHITE
Al-i
Al-2
A2-1
A2-2
A3-1
A3-2
A4-1
A4-2
A5-1
A5-2
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
B1
81
B2
82
B3
B3
84
B4
B5
85
SECTOR
BETA, B, Y
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
BLUE
ORANGE
ORANGE
GREEN
GREEN
ORANGE
ORANGE
SLATE
SLATE
WHITE
WRITE
WHITE
WHITE
WHITE
81-1
81-2
B2-1
82-2
B3-1
B3-2
84-1
64-2
B5-1
B5-2
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
C1
Ci
C2
C2
C3
C3
C4
C4
C5
C5
SECTOR
GAMMA, C, Z
GREEN
GREEN
BLUE
GREEN
GREEN
ORANGE
GREEN
GREEN
GREEN
GREEN
GREEN
ORANGE
GREEN
GREEN
SLATE
BLUE
WHITE
ORANGE
WHITE
GREEN
WHITE
ORANGE
WHITE
SLATE
WHITE
Ci-1
CI-2
C2-1
C2-2
C3-1
C3-2
C4-1
C4-2
C5-1
C5-2
SECTOR
CABLE
CABLE HEIGHT
RX
TX
SECTOR
CABLE
CABLE HEIGHT
RX
Tx
SECTOR
CABLE
CABLE HEIGHT
RX
TX
SECTOR
CABLE
CABLE HEIGHT
RX
Tx
SECTOR
CABLE
CABLE HEIGHT —
9TxRX
SECTOR
CABLE
CABLE HEIGHT
RX
TX
INSIDE VIEW
ALPHA A, X
n_ 0'
TOWER PLAN VIEW
SECTOR
CABLE
CABLE HEIGHT
RX
TX
SECTOR
CABLE
CABLE HEIGHT
9TXRX
SECTOR
CABLE
CABLE HEIGHT
9TXRx
NOTES:
A. CONTRACTOR SHALL FILL OUT THE CABLE PORT DIAGRAM UPON COAX INSTALLATION
CABLE PORT DIAGRAM WILL BE AFFIXED TO THE INTERIOR SHELTER WALL NEAR THE
CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION. THE CHART IS INTENDED TO BE
USED TO RECORD THE LINE AND CORRESPONDING ANTENNA POSITION ON THE TOWER
AT THE 71ME OF INSTALLATION.
B. ONE COMPLETED COPY PLUS TWO BLANK COPIES OF THE CHART SHOULD BE POSTED
IN THE SHELTER IN A PROTECTIVE PLASTIC SLEEVE.
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* {+
_ 11833
10
ER.B
5 14 10
START DATE-__5/1 Q/ 10
DRAWN BY: LMR
CHECKED BY: RSA
11 SHEET NUMBER RF-2
RF INFORMATION SHOWN IS PER THE RFDS
APPROVED 5111110.
GSM ANTENNA CONFIGURATION
ANTENNA
ANTENNA
ANTENNA
AZIMUTH
MECH-
ELEC.
ANTENNA
MHA'S
COAXIAL FEEDER
NUMBER
MODEL
VENDOR
DOWNTILT
DOWNTILT
CENTERLINE
FROM GROUND
MFG.
QTY.
SIZE
LENGTH
GSM
850 TBD
Al
800-10764
KA THREIN
0'
0'
135'
TT08-19DBlIl-001
2
1-5/8"
2 @ 155'
1900 TBD
GSM
850 TBD
AM
800-10764
KA THREIN
120'
0°
135'
TTOB-19DB111-001
2
1-5/8"
2 @ 155'
1900 TBD
GSM
850 TBD
800-10764
KA THREIN
240'
0'
135'
TT08-19DBlIl-001
2
1- 5/8"
2 @ 155'
1900 TBD
UMTS ANTENNA CONFIGURATION
ANTENNA
ANTENNA
ANTENNA
AZIMUTH
MECH-
ELEC.
ANTENNA
CENTERLINE
MHA'S
COAXIAL FEEDER
NUMBER
MODEL
VENDOR
DOWNTILT
DOWNTILT
FROM GROUND
MFG.
QTY.
SIZE
LENGTH
UMTS
850 TBD
Al
800-10764
KA THREIN
0°
0'
145'
TT08-19DB111-001
2
1-5/8"
2 @ 165'
1900 TBD
UM
850 TBD
2S
800-10764
KA THREIN
120'
0'
145'
TT08-19DBlIl-001
2
1-5/8"
2 @ 165'
1900 TBD
UMTS
850 TBD
A3
800-10764
KA THREIN
240'
0'
145'
TT08-19DB111-001
2
1-5/8"
2 @ 165'
1900 TBD
ANTENNA INFORMATION CHART
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11833 0
5 ]4Z 10
START DATE: 5 10 10
DRAWN BY: LMR
CHECKED BY: RSA
SHEET NUMBER RF-3
n
PROPOSED TREE
2' CALIPER
SPACED 0 15'-0" MAX O.C.
MATURITY HEIGHT = 20'
PROPOSED TREE
2' CALIPER
SPACED 0 15-0" MAX O.C.
MATURITY HEIGHT = 20'
PROPOSED TREE
2' CALIPER
SPACED 0 15-0' MAX O.C.
MATURITY HEIGHT = 20'
PROPOSED TREE
2' CALIPER
SPACED 0 15—O' MAX O.C.
MATURITY HEIGHT = 20'
PROPOSED SHRUBS
SPACED 0 4'-0' MAX O.C.
PLANTING HEIGHT = 30'
MATURITY HEIGHT = 60'
PROPOSED SHRUBS
SPACED 0 4'-0' MAX O.G
PLANTING HEIGHT = 30'
MATURITY HEIGHT = 60'
LANDSCAPE PLAN
SCALE: 1' = 10'-0'
PROPOSED TREE
2' CALIPER
SPACED 0 15'-0' MAX O.C.
MATURITY HEIGHT = 20'
PROPOSED SHRUBS
SPACED 0 4'-O' MAX O.C.
PLANTING HEIGHT = 30'
MATURITY HEIGHT = 60'
r(j� PROPOSED TREE
2' CALIPER
SPACED 0 15'-0' MAX O.C.
O MATURITY HEIGHT = 20'
401
PROPOSED TREE
2' CALIPER
SPACED 0 75'-0' MAX O.C.
MATURITY HEIGHT = 20'
PROPOSED SHRUBS
SPACED 0 4'-O' MAX O.C.
PLAN71NG HEIGHT = 30'
MATURITY HEIGHT = 60'
PROPOSED TREE
2" CALIPER
SPACED 0 15-0" MAX O.C.
MATURITY HEIGHT = 20'
FINISH GRADE
MIN. 3' SHREDDED HARDWOOD MULCH
3' COMPACTED EARTH SAUCER
(NOTE N PLANTING BEDS,
EUMNATE THE COMPACTED EARTH
SAUCER AND COVER ALL BEDS WITH
3- OF MULCH, MIN)
EXISTING GRADE
PLANTNG SOIL MXIUNE
REMOVE BURLAP FROM TOP
1/3 OF ROOTBALL
TAMPED PLANTING SOIL MIXTURE TO
EVE PRNT SETTLING
NOTE
T. ALL PLANTS ARE 10 BE GUOIANTEED FOR ONE YEAR OMMNG ON THE DATE OF
INTECIION BY A/E 10 M4010E THE PLANT ZSFABUk HlENE PERIOD.
2 PiANT►NG SOIL LMMN-- 1W0 PARIS iOPSOL 1/2 PANT CDLFOST, ANO 7/2 PART
MAMA$ (WELL BOTIFD, NOBSE OR CATTL£ MANURE FREE OF STONES 5-AFJCg AND
sx, LYW IAw A MAn" 25 FERLLNT BY tQU1ME OF SRAX SAIL W. OR
0T1fR BFDCWO VAITLDA1Sj. TFICRQ'U.'Tq.Y MIX ALL PARTS OF PLAHTAIO SIXL
MIXTURE m A InINORsI nrLQus;tLon1,
TREE PLANTING DETAIL
___(�)
PREP).._.. ,,.,._ _,......,.
TAMP TO PREVENT SETTLEMENT
- MIN ULP IN
ACTED
4 SAUCER
ED GRADE
L
UREAPPED
— 9' MINIMUM
SHRUB PLANTING DETAIL 3
GENERAL PLANTING NOTES:
1. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE
2 ALL PLANTS SHALL BE 0ONTNNER-GROWN, BALLED OR BUP,LAPPED.
3. ALL PLANTS SHALL BE SUBJECT 10 APPROVAL OF THE OWNER'S REPRESENTATIVE BEFORE,
DURING AND AFTER INSTALLATION.
4. ALL PLANTS AND PLANTING AREAS SHALL BE COMPLETELY MULCHED.
5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNEEWIOUNO UTILITIES AND SHALL A%CD OAMACE TO ALL Ul,UTGS MANE TIE COURSE
OF THE *M. THE CONTRAMM IS RESPONSIBLE FOR REPAIRNO ANY DAMAGE TIE UB130.
SIRUCTURER. SIZE APPURTFNANC£i ETC YAiCK OCCURS AS A RMLT OF THE LANDSCAPE
CLN'STRUCTIOIL
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS
BUORE PRICING THE WORW,
7. THE CONTRACTOR 15 RESPMSB E FOR FULLY MAINTKNING ALL PLANTING (INCLUDING, BUT
BUT NOT LRMDED TO WAIEENC, SPRAYING, MULCHING, FERTUZATIOR OF PLANTING AREAS
AND LAWNS) UNTIL WORK IS ACCEPTED N TOTAL BY THE OWNER'S REPRESENTATIVE
M TI%CWVERTO SC�h�TATIVE WLL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL
A ANY PLANT MATERIAL It AT DfES, TURNS DROYM OR DETOUATFS (PRIOR TO TOTAL ACCEPTANCE
OF THE WORK) SHALL BE PROMPRY REMOVED FROM THE SITE AND REPLACED MTN MATERIAL
OF THE SAME SPECIES QUANTITY, Sir- AND MEEIING ALL SPECTFlCAnDNS.
10. STANDARDS SET FORTH IN THE AMENCAN STANDARD FOR NURSERY STOCK', LATEST EDITION,
REPRESENT GUIDELINE SPECIFlCATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY
REQUIREMENTS FOR PLANT MATERIAL
11 CONTRACTOR TO WATER AND WARRANTY TREES FOR ONE YEAR.
12. INTERMITTENT PLANING OF EVERGREEN TREES SHALL OBTAIN A HEIGHT AT MATURITY OF
NO LESS THAN 10 FEET AND HAVE NO UNOBSTRUCTED OPENINGS WIDER THAN TEN (10)
FEET BETWEEN TREE CANOPIES UPON MATURITY.
6
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START DATE: 5/10/10
DRAWN BY: LMR
CHECKED BY: RSA
SHEET NUMBER L-1