HomeMy WebLinkAboutZ-6806 Engineering Specs 022124A/E DOCUMENT REVIEW STATUS
TITLE SIGNATURE DATE
CORAL TOWERS PROP:
CORAL TOWERS CONST. MGR.:
INTERCONNECT:
CORAL TOWERS SITE DEV. MGR.:
PROPERTY OWNER:
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 AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION
DESCRIBED HEREIN. ALL DOCUMENTS ARE SUBJECT TO REVIEW BY THE
LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES OR MODIFICATIONS.
PROJECT SUMMARY
SITE NAME: PULASKI 2 AR
SITE NUMBER: CT 403
TAX MAP PROPERTY ID: 45LO920002800
SITE ADDRESS: 13705 PLEASANT HILL RD
ALEXANDER, AR 72002
E911 ADDRESS: TBD
ALEXANDER, AR 72002
JURISDICTION: PULASKI COUNTY
TOWER OWNER: CORAL TOWER, LLC
7819 PROFESSIONAL PLACE
TAMPA, FL 33637
NAD83
LATITUDE: 33' 26' 02.088" N (33.433913•)
LONGITUDE: 93' 59' 56.580" W (-93.999050')
APPLICANT:
CORAL TOWER, LLC
7819 PROFESSIONAL PLACE
TAMPA, FL 33637
CO -APPLICANT: N/A
OCCUPANCY TYPE: UNMANNED
A.D.A. COMPLIANCE: FACILITY IS UNMANNED AND NOT
FOR HUMAN HABITATION
SITE ID: CT 403
SITE NAME: PULASKI 2 AR
E911 ADDRESS:
13705 PLEASANT HILL RD TBD
ALEXANDER, AR 72002 ALEXANDER, AR 72002
PULASKI COUNTY PULASKI COUNTY
PROPOSED 145' MONOPOLE TOWER
ZONING DRAWINGS
SITE ADDRESS:
II DESIGN INFORMATION II II DRIVING DIRECTIONS II
A&E FIRM: B+T GROUP ELECTRIC SWEPCO
DEPART BILL & HILLARY CLINTON NATIONAL/ADAMS FIELD ON 1 AIRPORT RD, LITTLE ROCK, AR 72202 [1 AIRPORT RD, LITTLE
1717 S. BOULDER, PROVIDER: -
ROCK, AR 722021 ON AIRPORT RD (WEST) 0.9 MI AIRPORT EXIT / BAGGAGE CLAIM / SURFACE PARKING
SUITE 300
ROAD NAME CHANGES TO ANNIE M BANKHEAD DR [BANKHEAD DR] 0.3 MI
TULSA, OK 74119
TAKE RAMP (RIGHT) ONTO 1-440 2.3 MI 1-30 / TEXARKANA / DOWNTOWN HOT SPRINGS
MIKE A. SPEEDIE, PE
(918) 587-4630
AT EXIT 138A, TURN LEFT ONTO RAMP 0.2 MI 1-30 W / HOT SPRINGS / TEXARKANA
TAKE RAMP (RIGHT) ONTO 1-30 9.5 MI 1-30 W / TEXARKANA / HOT SPRINGS
SURVEYOR: MILLMAN NATIONAL LAND SERVICES TELCO T.B.D.
AT EXIT 128, TAKE RAMP (RIGHT) ONTO 1-30 W [I-30 W SERVICE RD] 0.9 MI MABELVALE WEST RD / OTTER CREEK RD
4111 BRADLEY CIRCLE NW PROVIDER: -
BEAR RIGHT (WEST) ONTO VIMY RIDGE RD 1.4 MI VIMY RIDGE RD
CANTON, OH 44718
TURN RIGHT (WEST) ONTO PLEASANT HILL RD 0.2 MI
PH. (800) 520-1010
TURN LEFT (SOUTH) ONTO LOCAL ROAD(S) 153 YDS
ARRIVE 34.63256'N 92.42034'W
CODE COMPLIANCE 11 PROJECT DESCRIPTION j DO NOT SCALE DRAWINGS
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE
ALL DRAWINGS CONTAINED HEREIN
WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
THE PROPOSED PROJECT INCLUDES:
ARE FORMATTED FOR 11X17.
LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE
CONSTRUCT (1) NEW 145' MONOPOLE TOWER
CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES:
CONSTRUCT FENCED GRAVEL UTILITY COMPOUND WITH
DIMENSIONS AND CONDITIONS ON THE JOB SITE AND
CODE TYPE CODE
LOCKING ACCESS GATE, 80' X 80' WITHIN 100' X 100'
SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING
BUILDING/DWELLING IBC 2021 WITH AMENDMENTS
LEASE AREA.
OF ANY DISCREPANCIES BEFORE PROCEEDING WITH
STRUCTURAL IBC 2021 WITH AMENDMENTS
INSTALL (1) H-FRAME W/ UTILITY EQUIPMENT.
THE WORK OR BE RESPONSIBLE FOR SAME.
MECHANICAL IMC 2021 WITHOUT AMENDMENTS
INSTALL NEW POWER & TELCO UTILITY SERVICES.
ELECTRICAL NFPA 70, 2020 WITH AMENDMENTS
CONSTRUCT 12' WIDE GRAVEL ACCESS ROAD
TIA WIND SPEED TIA-222-H MPH
B+T
DRAWING INDEX P
SHEET # SHEET DESCRIPTION a Q 0
>3 Q
T-1 TITLE SHEET P4 Wig a
1 SURVEY F ��/ P. � W U G O
C-1 OVERALL AERIAL MAP a 0 W Q F OZ
C-2 OVERALL SITE PLAN 0
C-3 TOWER ELEVATION U o
C-4 COMPOUND LAYOUT SHEET
KT
C-5 FENCE DETAILS r
C-6 SIGNAGE DETAILS
L.S-1 LANDSCAPE PLAN
LS-2 LANDSCAPE DETAILS PROJECT NO: G0163046.003.01
CHECKED BY: DLS
ISSUED FOR:
REV DATE DRWN INSCRIPTION
A 6/02/23 DLS REVIEW
0 12/7/23 MAS FINAL
B&T ENGINEERING, INC.
1517
Expires 12/31 /23
A7. E OF
AIR RAS
RE f1*E
E TONAL
NGINEER
D No.12938 ❑
�BE�RT M\\A
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IT IS A VIOLATION OF LAW FOR ANY FOtSL UNl.ES
tHVr ARE ACTING UNDER THE DIRECTION OF A I CVV
PROFESSIONAL ENGINEER. TO ALTER THIS OOMAIIOIL
CALL ARKANSAS ONE CALL -- TITLE SHEET
(800) 482-8998 f1�
SHEET NUMBER:
CALL 3 WORKING DAYS j
BEFORE YOU DIG! T-1
PARENT PARCEL DESCRIPTION (DOCUMENT NO. 2006003796):
TRACT 1:
THE EAST 250 FEET OF THE WEST 500 FEET OF THE NORTH I/2 NORTHEAST 1/4, SOUTHEAST 1/4.
SECTION 17. TOWNSHIP 1 SOUTH, RANGE 13 WEST, NOW IN THE CITY OF UTTlE ROCK, PULASIa COUNTY,
Pleasant
L lrty
Hill Road
2.TRacr
25' Wlae Public Rlghl-or-Way - Ayhdl pmernml
PART OF THE NORTH 1/2, NORTHEAST 1/4, SOUTHEAST 1A SECTION 17, TOWNSHIP 1 SOUTH, RANGE 13
.¢C_ PaA�se t gUIN Ceri•el 4
>^— -�-
~` "`
R/W
WEST, NOW IN THE CITY OF LITRE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED
-'
f
a ufld
AS FOLLOWED: BEGINNING AT THE SOUTHWEST CORNER OF SAID NORTH 1/2, NORTHEAST 1/4,
56M E
SOUTHEAST 1/4; THENCE NORTH 03 DEGREES 45 MINUTES 50 SECONDS WEST 654 FEET; THENCE NORTH
5 Mw2s• F 20f.40'
86 DEGREES T MINUTES 01 SECONDS EAST 250 FEET; THENCE SOUTH 03 DEGREES W 45 MINUTES 50
SECONDS EAST 654 FEET; THENCE SOUTH 86 DEGREES 07 MINUTES 01 03 SECONDS WEST 25001E FEET TO
THE POINT OF BEGINNING.
w �_ �,
Wiz` ad
Esah link Fer.
_
S 8824'25' E 50¢00' cola
vu
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if
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FLOOD ZONE:
/ eFKi s f Wag Na4: 3B0.4i
By scaled map location and graphic plotting only, the subject property appears to Its entirely in Zane
Gxw
X-Unshaded (Areas determined to be outside the 0.2% Annual Chance Flood Hazard) aocwding to the
Flood Insurance Rate Map fa the County of Pulmld. Slate of Arkansas. Community Panel No.
I !
y
05119COM3G, EHeclive Date July 5, 2015.
1
l
BASIS OF BEARING:
tr1
I1
The bass far ell beartng, shown hereon 1. Gird! North of the Arkansas Stale Plane C—dingle System
+
1
(South Zane), as determined by RNNetwork
I
11
'I
)
BENCHMARKS
l
r
r
i
�6
1. ON-STE BENCHMARK:
Nag Nat Set = 37&68'
aevatbn (NAVD88)
r f (
VESTED IN: 1
+ ¢
b VESTED IN:
r
MATT & LEEANNE MARSHALL J r >,q
MATT & LEEANNE MARSHALL
2. ON -SITE BENCHMARK:
2DO6003796 ) + iq
2006003796
Wag Nan set = 380.47'
Elevation (NAY088)
Parcel: 451_0920002800 1 1 ,�,
Parcel: 45LO920003100
I
j
TOTAL LAND AREA: I I
I
TOTAL LAND AREA:
165,089 Square Feet I + Il
165,089 Square Feet
PROPOSED 30' ACCESS & UTILITY EASEMENT DESCRIPTION:
3.790 Acres
I
3.790 Acres
al //
i
Part of the North 1/2. Northeast 1/4, Southeast 1/4, Section 17, Township 1 South, Range 13 War,
now In the ply of little Rock Pulaski County, Arkansas, more particularly described as follors
I /
Tract 2
COMMENCNG at a 5/6' Iran Reber located at the northwest coma or of land conveyed to Matt &
Leeanne Marshall No 2006003796; Parcel: 45LO920002800); thence
.
Now or Formerly:
I
Tract 1
(Document S 6B'2425- E 201.46'
Io the Paint of Beginning; thence S B82425' E a distance or 3000 feel; thence S 0135'W W a
VD2, LLC s
�� .
/ /
I
distance of 340.48 feel; thence S 891V02' W a dietan. of 71.64 feel; thence S 01!035' W a
2 20a763.
Pwra�i• Seolmva31A0 6
/ / A /
Balance o1107.29 feet; then. N 5824'25' W a distance of 30.00 feel; thence N 01'35'35' E a
distance of 136.07 fesl; thence N 89T3'02' E n dslancs of 71.64 feet- thence N 013535' E adistance
E1'FF:;D
of 311.70 feet to the Point of Beginning.
-
7161'/�/
II
r
��"„",,�;d';a`y
�
I �
All
PROPOSED 100'X100' LEASE PARCEL DESCRIPTION:
;�+
=�yrr
1,
Part of the North 1/2, Northeast 1/4, Southeast 1/4, SmUco 17, Township 1 South, Range 13 West,
now in the City of Little Rock, Pulaeld County, Arkansas, mom desained as follows
r
ri �/l,\
cs
I
particularly
COMMENCING at a 5/8' hoo Reber located at the northwest comer or land conveyed to Mall 6
2
�' i
N/
pry}y}'
.
N
Le= Marshall (Document Na 2006003796, Parcel: 45LO920002800); thence S BB24'25' E 231.45';
then. S 8824'25' E a d'•tance of 30.00 feet; thence S 0135'35' W o dblance of 340.48 feet;
,5I0
thence 6 4r)W W daleno of 71,64 lot]; Rimiere, S 01-ZEY35' er o aelince of 107,29 feet; thence
a,
^pare -
M 15E4425' W a di6laA+'a of )0D0 leel to Owe paint el IIV mce. S 8014W I!e distance of
I
100.00 feet; then. S 0135'35' W o distance of 100.00 fart: lh— W F874W W a distance of
r/
WOOD feel; thence N 0135'35' E a distance of 10000 leel to the Point of Beginning
r
r
xm'
r / �
J
5
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/
. Grew, of / Prapam
z / 100 OW Lease Area �N
!
( r
N6B24'25'W 10¢00'
Canter of Proposed Taws-.
a— r i /
Latitude: 34' 3r 57316' Nos (34.632561
LanglWde: ll ' 25' 11.4' .1 (-9242W1
(
/ 1 1
Elevation: VZIT A¢SL
-512
SId-
a-r r, Fence
® Nea7425"W 2SO.00'carc.
Now or merly
Vat, ac
2020a76383
IParael: 45LO920003
I r
■
1
VICINITY MAP
NUT TO SCALE
SYMBOLLEGEND
R/W
- Right -of -Way
P,1
- Adptn err Property Line
¢
- Cnteline
Rec
- Record
BMK
- Benchmark
P.e&
- Ploce/P hl of Beginning
P.¢C.
- Ploce/Poinl of commencement
- Benchmark Location
•
- idri—t lien Fare as Need
oOg
- Cleo out
®
- Sanitary Manhole
n
- Water Mete
9
- Gas Meter
Z
- Air Gwhdluon Unit
- UMRy P.I.
—X—
- Fence (As Noted)
- Overhead U019.
- Building Area
CERTIFICATION:
I, S. Uolg Daub. PLS an Arkansas Land Surveyor No. 1156, hereby certify to
S+T Group and [Tolle Campany] the following:
Latitude and Longitude values far the center of the ale-rel—ed laver
ore accurate to within +/- 15 feet hodzanlally.
HORIZONTAL DATUM: NA083
LATITUDE NORTH 34' 37' 57.216'
LONGITUDE WEST 97 25' 13224'
By.
S. Gralg Da4'•, PLS
Arkansan Land Sur'ATor Ili 1156
For
and an behalf of Oman Surveying, Inc
Date of Survey
Note: This survey does not .prsent a boundary survey of the parent parcel
REVISION HISTORY
COMMENT:
millman
National Land Services
Transformino the Industry
Surveying
Zoning
Environmental
Real Support - Title Review
Millman Surveying, Inc.
Corporate Headquarters
4111 Bradley Circle NW
Canton, OH 44718
Phone: 800-520-1010
Fax: 330-342-0834
www.milimanland.com
SPECIAL PURPOSE SURVEY I
PREPARED FOR:
B+T GROUP
1717 South Boulder Avenue
Suite 300
Tulsa, Oklahoma 74119
13705 Pleasant Hill Road
City of Alexander
County of Pulaski
State of Arkansas
72002
0
NORTH
GRAPHIC SCALE
0 40 80
1 INCH = 40 FT.
Seal
Sheet No. 1 of 1
MSI Project No. 65351
PC: TRM
PM: ATK Drafter: ATK
NATPC-
EXISTING WATER PIEASRNT HILL ROAD — — — —
METER (TYP) 25' WIDE - — — x
ROPERTX.-
EXISTING UTILITY EXISTING ASPHALT
POLE (TYP) EXISTING GATE PAVEMENT (TYP) I
I
EXISTING GAS -- I • EXISTING CHAIN I
METER (TYP) 30' ACCESS & LINK FENCE (TYP)
UTILITY EASEMENT
PARENT PARCEL I
MATT & LEEANNE MARSHALL f +�
PARCEL- 5L 920002800 * f I I I
EXISTING CHAIN-� M I I
LINK FENCE (TYP) TRACT 2 v
EXISTING I II
NEW OR FVRA(ERLY. BUILDING
WA LLC w
2020076W4 2
PARCEL 45LO92000J600 Lu I— I PARENT PARCEL
I VES7E0 IN.Lu • I
MATT & LEEANNE MARSHALL
I I a 2006003796 I
Luc PARCEL: 45LO920002800
D I � TRACT 1
Q I — EXISTING
PROPOSED �� I CONCRETE (TYP)
CKI ING
12' WIDE GRAVEL I I WILT [NG
ACCESS DRIVE _ — EXISTING
CLEANOUT I
188'± � g. I
PROPOSED 8' TALL CHAIN LINK
PROPOSED FENCED WITH UV RESISTANT
145' MONOPOLE PRIVACY SCREENING, 85% MIN
TOWER �. OPACITY. SEE DETAIL SHEET C-5
PROPOSED 100' X 100' � PROPOSED 80' x 80' J
LEASE PARCEL GRAVEL COMPOUND
PR PERTY LINE
o'
EXISTING NEW OR FORMERLY;
SS MH (TYP) 202 0763M
PARM 45LO920003200 %
1. TOWER LATITUDE, LONGITUDE & ELEVATION MEET FAA"1-A"
ACCURACY REQUIREMENTS.
2. CENTER OF TOWER:
LATITUDE: NORTH 34°37'57.216"N (34.63256' N) NAD 83
LONGITUDE: WEST 92025'13.224"W (-92.42034° W) NAD 83
GROUND ELEVATION @ 372.8' A.M.S.L., NAVD 88
3. THE APPROXIMATE PERPENDICULAR DISTANCES FROM THE
OUTER EDGE OF THE PROPOSED TOWER TO PARENT TRACT
NEAREST PROPERTY LINE ARE AS FOLLOWS:
NORTH: 483'±
SOUTH: 172'±
EAST: 56'±
WEST: 188'±
4. OPEN SPACE:
CURRENT: 161,942 SF (98.1%)
PROPOSED: 158,795 SF (94.2%)
DATA TABLE
0.23 ACRES (1JOWER
REA:
0.195 ACRES (-:
r
3.79 ACRES (1
COMMERCIAL
SE:
145' MONOPOLTELECOMMUN
FACILITY
(-,--)OVERALL SITE PLAN
SCALE:
0' 50, 100, 150' 200'
41;
CALL ARKANSAS ONE CALL r-
(800) 482-8998 I} CALL 3 WORKING DAYS
BEFORE YOU DIG!
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PROJECT NO: G0163046.003.01
CHECKED BY: DLS
ISSUED FOR:
REV I DATE DRWN DESCRIP110N
A 6/02/23 DLS REVIEW
0 120123 1 MAS FINAL
jjj�j 6&Exp N s1517 /23 C I�
(ATE Op
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TONAL
NGINEE» c
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OVERALLSITEI
III SHEET C--'-2I�
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PROJECT NO: G0763046.003.01
2
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ISSUED
DREV DATE DRWN DESMPTION
A 6/02/23 DLS REMEW
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O
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13&T ENGINEERING, INC.
1517
Expires 12/31/23
SATE OF
pFtC A! AS
FEE i*�
TONAL
NGINEER
PROPOSED FENCED PROPOSED FENCED4� tq0. 2$38�
COMPOUND COMPOUND 08ERi w
712
Q!< 8 A YIOIA L OF FAW FTM ANY PfRSOM. tlNliSS
ARE A�j91L uN GF THE G LIER N OF' A uca+
f'ROFESSgNAt rtzttr�Nm�. Ta ALTER TM oceui¢Nr-
�1 TOWER
I ; ELEVATION
SHEET NUMBER:
TOWER ELEVATION SCALE: N.T.S. C-3
:\P.cjec;1sV_vral T,D+.�aers\163046_CT4f,13_Pulaski 2 AR\CAD\Ci•ril\ZIP's\163(346_,(,—,T4'3_Pulaski 2 AR ZDs (7)).1m g 12/7/2023 3:33 PM
B+T GRP
30' ACCESS &
UTILITY EASEMENT
t 1
PROPOSED 12' DOUBLE I PROPOSED 12' --
SWING GATE GRAVEL DRIVE
SEE DETAIL SHEET C-5
PROPOSED 12'x20'
TURN -AROUND
N 9' 12' 20' 45'
14'
M P4 � C>
xP4z o
P.
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55' 25' CD
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co W PROJECT NO: GO1(i304G.003.01
J Z PROPOSED 80' x 80' CHECKED BY: DLS
o w GRAVEL COMPOUNDLL ISSUED FOR:
0
0
REV DATE DR1MN DESCRIPTION
A 6/02/23 DLS REVIEW
�. PROPOSED 145' MONOPOLE TOWER 0 12/7/231 MAS I FINAL
" ° LAT: 34137'57.216"N (34.632561 N)
LONG: 92125'13.224"W (-92.420341 W)
B&T ENGINEERING, INC.
1517
PROPOSED 100' X 100'
Expires 12 31 23
LEASE PARCEL
PROPOSED 8' TALL CHAIN LINK $1A71 E OR
FENCED WITH UV RESISTANT
PRIVACY SCREENING, 85% MIN �,>� AREA
14, OPACITY. SEE DETAILS ON SHEET C-5 lL
PE !
6' E !ANAL
80' FENCE LINEbo NG!NIEER Z
100' LEASE LINE 90 NO.12939 D
�aBERT
/7/2
Tr 5 A vA A710H OF IAW FOR AW PU=N. UMZM
.WE AL11H6 W*M TW D6tECHDH OF A UCtPJSM
PROFESSWK U&MUER. TO ALTER 7HI6 D WMWr.
COMPOUND
COMPOUND LAYOUT SHEET I CALL ARKANSAS ONE CALLj67 LAYOUT SHEET
j (800) 482-8998 SCALE: N 4 SHEET NUMBER
o' 10• 20' ao' 40' CALL 3 WORKING DAYS r . - F
BEFORE YOU DIG! �� _"zf C-4-11
FENCE NOTES
1. USE 3,000-PSI CONCRETE, FULLY CONSOLIDATED
AROUND THE POST.
2. WHERE THE POST IS SET IN ROCK OR CONCRETE,
CORE A HOLE 12" DEEP AND 1" LARGER IN DIAMETER
THAN THE POST. SET THE POST AND GROUT IN PLACE
USING NON -SHRINK GROUT.
3. ALL POSTS MUST BE PLUMB AND ALIGNED WITH ONE
ANOTHER IN BOTH HORIZONTAL AND VERTICAL
PLANES.
4. CORNERS AND GATEPOSTS FOR CHAIN LINK FENCES
SHALL EXTEND ABOVE THE TOP STRAND OF BARBED
WIRE TO PROVIDE TENSIONING FOR THE BARBED
WIRE.
5. PROVIDE MIDRAILS AND BRACING AT ALL CORNER
POSTS WHERE THE FENCE CHANGES DIRECTION BY
MORE THAN 30 DEGREES.
6. THE GRADE OF THE SITE AND INSTALLATION OF THE
FENCE SHALL PROVIDE FOR NO MORE THAN A 1" GAP
BETWEEN THE BOTTOM OF THE FENCE MATERIAL AND
FINISH GRADE.
7, CONTRACTOR SHALL PROVIDE HOLD OPEN DEVICES
FOR ALL GATES AT THE SPECIFIED OPEN POSITIONS,
DRIVEN PIPE TYPE RECEIVERS ARE NOT AUTHORIZED.
8. CONTRACTOR SHALL ALSO PROVIDE A MUSHROOM
TYPE RECEIVER AT THE CLOSE POSITION.
NOTE:
1. FENCE SHALL BE WIRE REINFORCED.
SILT FENCE DETAIL
SCALE: N.T.S.
9 GA 2" x 2" FENCE FABRIC
WITH 85% OPACITY
STEEL TRUSS ROD
AND TRUSS ROD
TIGHTENER AT ALL
CORNERS (TYP.)
;`-
DUCK BILL OPEN GATE HOLDER.
VERIFY LOCATION IN FIELD
PRIOR TO INSTALLATION.
3 STRANDS OF 12 GA.
GALV. BARED WIRE WITH
4-POINT BARBS
CONTRACTORS TO
PROVIDE STYMIE
LOCK OR APPROVED
EQUIVALENT
INDUSTRIAL
HINGE -180"
(TYP)
1.375" O.D. GALV.
PIPE FOR
MUSHROOM STOP
2.375" O.D. STANDARD
GALV. LINE POST
1.66" O.D. STANDARD
GALV. PIPE -, I- 8'-0" O.C. MAX
L COMMERCIAL le
o
FABRICATED 1.90"
O.D. GATE FRAME
EL
10„
MUSHROOM
(TYP) I (TYP) STOP
s -o" 6'-0"
12'-0"
TYPICAL FENCE AND GATE DETAIL
SCALE: N.T.S.
RAIL END
CONNECTOR (TYP)
1" GAP BETWEEN
FENCE AND GRAVEL
1.66" O.D. STANDARD
GALV. RAIL AND
BRACE PIPE (TYP)
2.875" O.D. STANDARD GALV.
CORNER AND GATE POST
STEEL GALV.
TENSION BAR
TENSIONBRACE BAND (TYP)
g+T GRP
II CO)V-
III
7
GA. GALV.
o TENSION WIRE o
w aC'4
SEE NOTES I�JI Z OO
10" (TYP)
N Fj < � Q w
SEE NOTES O W Pi O 0 0
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STEEL POST WITH SPACING @ 4' MAX.
PLACE PLACE PARALLEL TO CONTOURS
PRO]SCT NO: G0163046.003.01
-WIRE FABRIC CHECKED BY: DLS
3-WIRE 45" BARBED WIRE
ARM w/ 3-STRANDS OF ISSUED FOR:
MIRAF) 10OX FILTER FABRIC OR EQUAL BARBED WIRE (TYP) REV DATE DRWN DESCPJFnON
(WOVEN WIRE FENCE BACKING) A 6/02/23 DLS (REVIEW
0 12/7/23 MAs JIFTNAL
I
TOP RAIL
R&T ENGINEERING, INC.
1517
Expires 12/31/23
CHAIN LINK FABRIC
WITH 85% OPACITY SCREEN
(WE OF
FLOW
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NO.12938 O
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6 X 12' TRENCH - BACKFILL WITH
11 i$ A NO[.nW OF FOR AM F� A I1
CRUSHED STONE WIRE FABRIC 12" DEEP
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T F W
AFE: AcnNG WlINI TFE? 01PEC110N O:' A MIM
PINFESSIIOfiiAL ENGINEER lTT ALiF)T 1169 OOC71AIfl[i
STEEL POST SHALL BE MIN. 30" ABOVE
GROUND AND MIN. 18" BELOW GROUND
FABRIC LENGTH 28" ABOVE GROUND
FENCE DETAILS
12" BELOW GROUND
(:�)FENCE SECTION DETAIL SHEET NUMBER:
SCALE: N.T.S.C-5
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BLACK TEXT
SIGNAGE NOTES: 1. SIGNS SHALL BE FABRICATED FROM CORROSION RESISTANT PRESSED METAL & PAINTED WITH LONG B+T G R P
LASTING UV RESISTANT COATING.
WHITE
BACKGROUND 2 MIGNS INIUMOF 9GAUGE
ETAUEALUMINUM WARE, HOG RINGS (FENCE) OR BRACKETS, WHERE NOTED OTHERWISE) SHALL BE MOUNTED TO THE USING A
HERE NECESSARY.
1 • BRACKETS SHALL BE OF SIMILAR METAL AS THE STRUCTURE TO AVOID GALVANIC CORROSION. - -
3. ADDITIONAL E911 ADDRESS & FCC REGISTRATION SIGNS SHALL BE MOUNTED AT EACH ACCESS ROAD
GATE LEADING TO THE COMPOUND AS WELL AS ON THE COMPOUND GATE ITSELF.
SITE NAME: PULASKI 2 AR A FCC Tower Registration # 4. SIGNS NEED NOT BE PLACED IF ACCURATE AND APPROPRIATE SIGNAGE ALREADY EXISTS.
SITE NUMBER: CT 403
SITE ADDRESS: —
24" 13705 PLEASANT HILL RD
BLACK g' —GREEN
WHITE TEXT TEXT BACKGROUND F:
4 <E
ALEXANDER, AR 72002 �•. BACKGROUND NFORMATION ,
RED ACTIVE ANTENNAS ARE MOUNTED In case of Emergency, dial 911 a ❑OHTH THISPDEOFTHISBUILDING WHITE
TEXT � � ❑ BEHgfDTHISPANEL BACKGROUND
Federal Communlgtbm Commto- -BLACK N
Tower Reglstretlon Number TEXT
NO T R E S S PA S S I N B -WHITE 12• STAY BACK A MINIMUM OF 3 FEET 'd o a
12 3456 FROM THESE ANTENNAS Z
For Leasing Information: For Operations &Access: � BACKGROUND C� N � x Q � Q H
reuwln.c—e.—,alsef d.ntranare ....n. Contact CORAL TOWERS 3C --I p�. H� O W a
TBDCanmla.lae nrlu enuum.sewer npatratlen '' `�'
a nt.n,r qef and fd" theh Inch dom prior to wfof* [� I W W U O O
any maht ura of mph dose[ than 3 feet 1 O O
30" 12' from the afte m 2- W `" a O
Site Number ; CT 403 OU W �
MOUNTINGWHITE CKGROUND, RED/BLACK LOCATION: SHELTER OR�TENANT IMPROVEMENT ROOM MOUNTING TTERING TIEEN LOCATION:ROUND, WHITE/BLACK GALETTERING
BASE OF TOWER RING Ln
PL, o
DOOR. IF OUTDOOR CABINET SITE PLACE ON ND CABINET QUANTITY: 2 WHITE/GREEN BACKGROUND, BLACK LETTERING
CLOSEST TO SITE ACCESS POINT. PLACEON GENERATOR r.
QUANTITY. 1 TO 2 MOUNTING LOCATION: GATE &BASE OF TOWER
QUANTITY: 2
.� PROPERTY OF CORAL TOWERS 2 FCC REGISTRATION SIGN 3 RF EXPOSURE INFORMATION SIGN PROJECT NO: G01G304G.003.01
NOT TO SCALE NOT TO SCALE NOT TO SCALE CHECKED BY: DLS
ISSUED FOR:
REV DATE DRWN DMCRIFION
A S/02/23 I DLS REVIEW
0 12/7/23 MAS FWAL
BLACK g' GREEN
INFO
TEXT BACKGROUND
RMATION
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BACKGROUND
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12' INFORMATION
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WHITE/GREEN BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 2
4 RF EXPOSURE INFORMATION SIGN
NOT TO SCALE
WHITE TEXT
Beyond This Point you urc
entering an area where RF 7
Emissions may exceed the FCC
General Population Exposure
Limits
Follow all p+.atcd sitp,c end silo guidelu.ea for
wMung in o RF mvirunmmt
BLUE
BACKGROUND
WHITE
BACKGROUND
BLACK
TEXT
WHITE/BLUE BACKGROUND, BLACK/WHITE LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 1
rJ RF EXPOSURE NOTICE SIGN
NOT TO SCALE
BLACK TEXT g•
r YELLOW
Y BACKGROUND
CAUTION i
WHITE
BACKGROUND
■
I w at�
n this tower. YELLOW BLACK TEXT
Radlofrequency fleldsnear some BACKGROUND
BLACK antennas may exceed FCC rules
TEXT for human exposure.
Partlonnel climbing this tawve should be
trained fur wwldng In redlo fraquoney
environments and use s penenal RF
menffor N wofWnn.nar atlke antennas,
41141,
WHITE/YELLOW BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: BASE OF TOWER
QUANTITY. 1
6 RF EXPOSURE CAUTION SIGN
NOT TO SCALE
g" RED
AWVARNIN BACKGROUND
WH I TE
BACKGROUND
12" A((Av)
Beyond this point:
Room froquimcy fields at this site
exceed the FCC rules for human
Falb" to obey all posted sign. and atse
guldalMa for worldng In radb fmquoncy
emlro,rnarda could resuh in serious I*ry.
WHITE/RED BACKGROUND, BLACK LETTERING
MOUNTING LOCATION: GATE & BASE OF TOWER
QUANTITY: 1
7 RF EXPOSURE WARNING SIGN
NOT TO SCALE
IIII B&T ENGINEERING, C Expires
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TrIS DOCUMENT.
SIGNAGE DETAILS
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LANDSCAPE NOTES:
1. SEE SHEET L-2 FOR LANDSCAPE PLANTING DETAILS. B+T G R P
2. EXISTING VEGETATION SHALL BE PRESERVED TO
MAXIMUM EXTENT PRACTICABLE.
3. VEGETATION SHALL BE MAINTAINED IN A HEALTHY
STATE AND VEGETATION THAT PERISHES OR FAILS TO
THRIVE SHALL BE REPLACED.
j I PROPOSED 4. TREES AND SHRUBS SHALL BE WARRANTED FOR 1
f I LONGLEAF PINE AND RINGAIN INFDESTH, N.SATISFACTORY GROWTH, DISEASE
TREE PLANT TO
I ALLOW A SPACING
f OF 15' (TYPICAL) 5. CONTRACTOR SHALL APPLY WATER TO TREES AND
SHRUBS UNTIL THEY ARE ESTABLISHED AND CAN SURVIVE
PROPOSED;
ON THEIR OWN. PER THE MANUAL WATERING SCHEDULE
j f AMERICAN HOLLY ON SHEET L-2.
SHRUB, 2.5' O.C. 6. SUBSTITUTION OF PLANT MATERIAL WILL NOT BE
(TYPICAL) PERMITTED UNLESS AUTHORIZED BY THE OWNER OR
OWNER'S REPRESENTATIVE.
- 7. SEE PLANTING DETAILS ON L-2 FOR OTHER N
INSTALLATION NOTES. P4 a o
I 8. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION N 2 Q
OF ALL EXISTING ABOVE GROUND IMPROVEMENTS. H � w ua
Iy-� � a l
a i 9. THE CONTRACTOR IS RESPONSIBLE FOR ANY H P W U c. a
6' NECESSARY RELOCATION OR REPAIR DUE TO DAMAGE O Q Q cn O O
CAUSED DURING CONSTRUCTION. Ea o '
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PROPOSED 145' ! PROJECT NO: G0163046.003.01
MONOPOLE TOWER !
! CHECKED BY: DLS
I
! ISSUED FOR:
I PROPOSED 6' REV DATE DRWN DESCRIPRON
LANDSCAPE A 6/02/23 DLS REVIEW
0 12/7/23 MAS FlNAL
BUFFER
�I
B&T ENGINEERING, INC.
1517
PROPOSED 100' X 100' Expires 12/31/23
LEASE PARCEL PROPOSED 8' TALL CHAIN LINK
! FENCED WITH UV RESISTANT �A±E OF
! PRIVACY SCREENING, 85% MIN
OPACITY. SEE DETAILS ON SHEET C 5 AR
PROPOSED 6 C4 j RE l
LANDSCAPE (D� ���'®®�� ,IONAL
BUFFER uuu-��� �_�--------___
/7/2
IT S A VaAT*N OF i M FOR ANY PUMM UNLESS
TWZY APE AClM U%M TK INTO" OF A
PROrE55NNN. ENQNEER. TO ALTER THIS 0MUMEN1.
LANDSCAPE
LANDSCAPE PLAN CALL ARKANSAS ONE CALL PI -AN
1 SCALE: N (800) 482-8998 SHEET NUMBER:
o' 10' 20' so' aa' CALL 3 WORKING DAYS r
BEFORE YOU DIG! LS-1
PLANT SCHEDULE
QTY.
SYM.
COMMON NAME
BOTANICAL NAME
SIZE
REMARKS
B
i6p,
TREE
PINUS PALUSTRIS
PLANT TO ALLOW A SPACING
LONGLEAF PINE
15 FEET WHICH WILL
GROW TO A MIN. 20' IN
HEIGHT
SHRUB
AMERICAN
ILEX
30" MIN. HEIGHT AT PLANTING
PLANT 48" O.C. MIN.
65
HOLLY
OPACA
TREE
RUBBER HOSE �} ' PROVIDE STAKING ONLY IF NECESSARY
2"X2" P.T. STAKE-8'-0" LONG WITH
BIODEGRADABLE TWINE, FOR TIE -DOWNS NOTCHED END (5' EXPOSED) 2 PER
PLACED 120' APART AROUND THE TREE TREE (TYP.)
2"X2"X24" STAKE DRIVEN 3" ORGANIC MULCH (TYP.)
FLUSH WITH FINISH GRADE
FINISHED GRADE REMOVE BURLAP FROM
TOP 1/3 OF ROOT BALL
++++• —IIr
EXISTING SOIL '++++.` I
PLANTING SOIL MIX
DIA.
2.5 X BALL DIA.
TREE PLANTING DETAIL
SCALE: N.T.S.
BIODEGRA^API G'nAlTKlr
FOR TIE-D
120' APAI
SHRUB
6" BERM T
FINISHED
EXISTING
SHRUB PLANTING DETAIL
SCALE: N.T.S.
3" ORGANIC MULCH (TYP.)
FINISHED GRADE
PROVIDE STAKING ONLY IF NECESSARY
2"X2"X4" HARDWOOD STAKES EQUALLY
SPACED AROUND TREE
PLANTING SOIL MIX
MANUAL WATERING SCHEDULE:
1. WATER DAILY FOR FIRST 30 DAYS, PROVIDE 5 GALLONS PER TREE PER CALIPER INCH,
SHRUBS TO RECEIVE 5 GALLONS EACH PER WATERING.
2. WATER EVERY OTHER DAY FROM 30 DAYS TO 3 MONTHS, AT SAME RATE.
3. WATER WEEKLY FROM 3 MONTHS UNTIL ESTABLISHED, TYPICALLY 4 MONTHS AFTER
PLANTING, AT SAME RATE.
4. APPLY WATER DIRECTLY TO ROOT BALL.
5. AT EACH WATERING CHECK FOR EXCESSIVE OR INEFFICIENT WATER.
PLANTING NOTES:
1. MULCH WITH 4" MIN. ORGANIC MULCH.
2. LANDSCAPE CONTRACTOR TO GUARANTEE AND MAINTAIN TREES AND SHRUBS FOR
180 DAYS.
3. ALL TRIMMING OF EXISTING TREES TO BE PERFORMED BY LICENSED ARBORIST.
4. ALL NEW PLANT MATERIAL WILL BE FLORIDA GRADE #1 OR BETTER, HEALTHY,
DISEASE FREE, AND PEST FREE,
5. ALL PROPOSED LANDSCAPING IS REQUIRED AND SHALL BE PROPERLY
MAINTAINED TO ENSURE GOOD HEALTH & VITALITY.
6. SEED, MULCH AND FERTILIZE ALL DISTURBED AREAS.
7. REFER TO LANDSCAPE PLAN, SHEET L-1 FOR PLANTING LOCATION.
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PROJECT NO: G0163046.003.01
CHECKED BY: DLS
ISSUED FOR:
REV
DATE
DRWN
DESCRIPTION
A
6/02/23
DLS
REVIEW
0
12f7/23
MAS
FINAL
II, B INC. Expires 12/31/23
1 l`I
SI- E OP
ARAb
,t it 74
RE 1 E
IONAL
NGINEEH
No. 12938
f T \1\6�
/7/2-
If IS ME
VIOLATION OF LAW FOR ANY PERSON, MESS
OPLY E ACTING UNOM 1NE OWOFTION OF A LwLsm
PRore IOIW_ cmwdml. TO ALTER TI'+8 OOCOISIYI.
LANDSCAPE
DETAILS
SHEET NUMBER:
LS-2