HomeMy WebLinkAboutZ-4289-A Map 2M=
nm
NOTES:
1. ALL EXPOSED ELECTRICAL CONDUIT MUST BE RIGID.
2. THREADLESS CONNECTORS ARE NOT ALLOWED.
3. USE SQUARE "D" 200A FUSABLE DISCONNECT.
4. EMT CONDUIT CAN ONLY BE USED INSIDE.
5. USE ONLY COMPRESSION TYPE FITTINGS ON EMT CONDUIT.
6. USE ONLY STRANDED CONDUCTORS FOR ALL ELECTRICAL WIRING. (EXCEPT TELCO AND THERMOSTAT).
7. USE SCHEDULE 80 CONDUIT UNDER DRIVEWAYS AND/OR ANY VEHICLE CROSSING ARE. 7'-0"
3" STD PIPE WITH CAP (TYP.) --,_., --9 0
UNISTRUT ~~ I
3/4" PVC CONDUIT WITH #2 ! J I !
NEW METER BOX I I BONDED TO NEUTRAL, TYP. i 36"x36" i 10
AND DISCONNECT. Q f 111 12" DEEP TELCO ` I I iI
li
MECHANICAL CONNECTION '•• •-•`-•••• -
--- I
{ (2) 2" EMPTY CONDUIT FOR �
3/4" PVC CONDUIT WITH #2 UNDERGROUND TELEPHONE ` f
•---- LINE TO SHELTER -
BONDED TO NEUTRAL, TYP. r
SERVICE n(OUTS (OUTSIDE)
FOR FINISHED GRADE I ��
ID
UNDERGROUND ELECTRICAL fl I
i
�♦.� ♦ .� � i ems.
�� r\� \'?"1r�\�ri��\Z\ti•\\ \ ♦ t�� ' tia�a:\ �•iti• \'y\��15\t ti:�\• � � '
3" EMPTY CONDUIT FOR
��1 +! �i�I.f.�vv�.� `/" � •!ry '� - v/ /v .j�•� s-/lw v /�* !1.
UNDERGROUND TELEPHONE
LINE TO SERVICE (OUTSIDE)
CADWELD r / !y . . . 1♦tip �, 1' / Q •
FRONT VIEW
2'-0" TYP. 1 _p" SERVICE (OUTSIDE)
BACK VIEW
•J FOUR GANG UTILITY RACK ELEVATIONS
I SCALE: N.T.S.
LIQUID TIGHT PVC C0�'^"'T
FLEXIBLE CONDUIT
7'-0" UTILITY RACK (IF REQUIRED)
CONCRETE PAD �- CONDUIT
(SHOWN) OR BODY
PLATFORM
UTILITY RACK PLAN
L SCALE: N.T.S.
MGI GRA MHIGL
IV Z LA IUN
AND TERMINAL BOX
RIGID STEEL
CONDUIT
RIGID STEEL TO L --PVC SCHEDULE 40
PVC ADAPTOR SIZE AS SHOWN ON
OPTION "A" LAYOUTS
3 CONDUIT DETAILS
SCALE: N.T.S.
PVC SCH
SWEEP
OPTION "B"
)E
T '0453M2PRIPEDR03ile•
ENTE.
OKLAHOMA WY, OK 73128
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
L?E HOAER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
AR01213
SITE NUMBER:
AR01213
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
:ER: I��/�ti���
Mlor,I AR AA
rTE ----7, � .
k RI= *: D
PROFESSIONAL
ENGINEER
R/ No. 9847
L
= F� T. O�A
IVO DATE DESCRIPTION
BY
A 5J8115 PRELIM ISSUE
IWM
0 5/22/15 CONST ISSUE
IWM
SHEET TITLE:
UTILITY RACK DETAILS
SHEET NUM :
E 6
PROJECT #:
NUMBER
R I I N
O
CK WMY•
WM IO B
RE: 1/132 AND 4/G3
FOR ANTENNA
GROUNDING DETAIL
RE: 4/132 FOR TYPICAL
CADWELD DETAILS
PROPOSED FENCE
GROUND RE: 5/G3
X x x :
\ /
x \\ x
PROPOSED TOWER
GROUND RING RE: 3/G2 \ /
PROPOSED BRANCH \
TOWERS 150' /
MONOPOLE
/PROPOSED GROUND
PROPOSED TOWER / \ \ TEST WELL. RE: 6/G2
GROUND BAR, RE: 3/G3 \ PROPOSED GATE f
6
PROPOSED T-MOBILE G3
- � GROUND RE: /
10'-0"X12'-0" LEASE
AREA x
x
7 #2 AWG BARE SOLID TINNED
COPPER CABLE TO GROUNDING
SYSTEM (TYP.), RE: 2/G2 /
N
/
I PROPOSED CONCRETE PAD GROUND J/_
b
RING, RE: 3/G2 AND 1/G3 i
o r
- _ x - x..
1 COMPOUND GROUNDING PLAN
SCALE: -
0' S' 10' 20' 30'
PROPOSED T -MOBILE I %
ICE BRIDGE /
! `\ +
r x
PROPOSED GROUND
TEST WELL. RE: 6/G2
TRUE NORTH
(0' 36' E)
Mac
GROUNDING LEGEND:
SYMBOL
DESCRIPTION
A
A
EXOTHERMIC WELD (CADWELD)
- - - -
#2 AWG BCW
22/15 CONST ISSUE
MECHANICAL CONNECTION
-"-"-
#2 STRANDED INSULATED
(FROM EQUIPMENT TO MGB)
®
GROUND TEST WELL AT GROUND ROD
�'-- -
CHAIN LINK FENCE
5/8"x8'-0" COPPER CLAD GROUND ROD
SHEETRPROJEECT
AT 15'-0" MAX. SPACING, PER CM
LE
.M
TS
�II
�I-
1�
■
�/o uurrCm uLAU VRuurvu Kuu
AT EACH CORNER, RE: 5/G2
0 ENLARGED GROUNDING PLAN
TRUE NORTH
(0' 36' E)
MAG
VEN DOR:
T - -Mobile,
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR NCH
COMMUN/CAT/ONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
rPRODUCED BY:
►DE HOER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
AR01213
SITE NUMBER:
AR01213
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER:
f1
0 SSATE `�4R -r-
AP
A AS
1 f�rir
� E ERE[7 �
PROFESSIONAL
ENGINEER 1
No
. 98 9847 li
T CkIS
7 P 7
NO
DATE DESCRIPTION
BY
A
A
5/8/15 PRELIM ISSUE
I
0
22/15 CONST ISSUE
IWM
SHEET TITLE:
COMPOUND
GROUNDING PLANS
SHEETRPROJEECT
�:
UMBERCKD
I IDN
O
BY:
JWM
ANTENNA MOUNT
ANTENNA 1
(TYP.)
ANTENNA (TYP.)
ANTENNA 2
jfl
ANTENNA 3
ju
TMA
CABLE GROUNDING I I I I I I
KIT, RE: 2/G3 (TYP.) COLLECTOR BUS BAR
I I I I (GROUNDED TO TOP
COAX CABLE (TYP.) _ I I LL , I OF TOWER). FINISHED GRADE
(ONLY ONE SHOWN FOR L — _ L _ Irr J J �- COLLECTOR BUS BAR
CLARITY) I I' — — — — — (GROUNDED TO MID #2 AWG TSBC GROUND WIRE AGGREGATE SURFACE
POINT OF TOWER FOR
TOWERS OVER 200').
METAL CABINETS SUCH 3/4- FLEX CONDUIT
AS POWER, TELCO, SLEEVE I #2 AWG SOLID BARE
— — �'- — I DISTRIBUTION PANEL, TINNED COPPER
BUSS BAR MOUNTED — — — — — — — — J I , WAVEGUIDE BRIDGE Z EXTERIOR GROUND
WITH INSULATORS AT I J SUPPORTS, EQUIPMENT FINISHED GRADE
BASE OF TOWER I r -- — — — — — — — — , SUPPORT, PLATFORM, o RING
EXOTHERMIC WELD
I I A �C iu - TO GROUND ROD
I 1 — MODULAR
- INTERNAL EQUIPMENT I
1 •'•• 1 CABINET GROUND BUS BAR
....
1 1 GROUND ROD
WAVEGUIDE BRIDGE I 1 SUPPLEMENTARY (TYP.), RE: 5/G2
GROUND BUS BAR I 1 I B1NEi•I GROUND WIRE
MOUNTED AT I I FRAMEI
WAVEGUIDE BRIDGE i I I
MAIN GROUND RING • , I r CADWELD (TYP.)
TO MAIN GROUND RING
TOWER GROUNDING RISER DETAIL STUB UP DETAIL*� GROUND RING DETAIL
SCALE: N.T.S. 2SCALE: N.T.S. -3SCALE: N.T.S.
TYPE PT TYPE HS TYPE YA-2 TYPE VS
TYPE GT TYPE VS TYPE 2–YA-2
qzzt�. I j;*
TYPE SS TYPE VBC TYPE YGHC
4 TYPICAL CADWELD DETAILS
SCALE: N.T.S.
-- — COPPER GROUND ROD
(5/8'x8'-0" LONG)
5 COPPER -CLAD STEEL GROUNDING ROD
SCALE: N.T.S.
C
I
a GROUND TEST WELL DETAIL
V SCALE: N.T.S.
6"x24" DEEP INSPECTION
SLEEVE, PVC OR SOIL PIPE
WITH CAP OR EQUIVALENT.
CADWELD CONNECTION
(TYPE_
-GT)
1" WIDE SLOT FOR
GROUND WIRE EXTEND
2" ABOVE GROUND WIRE
#2 AWG SOLID TINNED
COPPER WIRE (EXTERIOR
GROUND RING)
3/4" CRUSHED STONE OR
EQUAL. FILL TEST WELL TO
WITHIN 2" OF TOP OF
GROUND LOOP WIRE
5/8"0x8' LONG COPPER
CLAD GROUND ROD
i VENDOR:
T .. Mobile
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73125
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
DH BOER I
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
AR01213
SITE NUMBER:
AR01213
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER:
PROFESSIONAL
ENGINEER
No. 9847
T. O .A
IVO DATE DESCRIPTION
BY
A 5/8/15 PRELIM ISSUE
JWM
0 5/22/15 CONST ISSUE
IWM
SHEET TITLE:
GROUNDING DETAILS
SHEET NUM R:PROJECT
G%
L
#-
NUMBER
Vii N
0
BY CKD BY
11 JWM JWM
n■
PROPOSED -
SSC CABINET
1 5/8" GALVANIZED UNI -STRUT
3" GALVANIZED PIPE
FURNISH AND INSTALL -
#2 BARE SOLID TINNED
CU GROUND WIRE
FURNISH AND INSTALL -
2/0 INSULATED PIGTAIL
(1) PER CABINET
I TYPICAL EQUIPMENT GROUNDING RISER DIAGRAM
SCALE: N.T.S.
- #6 AWG FROM ANTENNA
MOUNTS AND EQUIPMENT
GROUNDING (RE: 1/G2
FOR QTY)
_.._ ..-. - LUG,
L CONTRACTOR TO SPRAY
GROUND BAR WITH
COLD GALVANIZE ONCE
ALL CONNECTIONS ARE
` COMPLETED
GROUND BAR DETAIL
"� SCALE: N.T.S.
i
PROPOSED GROUND BAR
GROUNDED TO TOWER
C-1
(2) #6 A
STRANDE[
FOR HOM
GROUND
#6 AWG
STRANDE[
FOR EQUI
GROUNDIP
CONNECTOR TO
OR ANTENNA
COAX CABLE
BOND WAVEGUIDE
BRIDGE SUPPORT
TO ANTENNA
1
..
°-. POSTS TO GROUND p
} E LOOP WITH #2 COAX CABLE
BARE SOLID TINNED
> O GROUNDING CLAMP KIT
CU GROUND WIRE
1 T
- — ,1 CADWELD INSTALLATION OF BUTYL &
CONNECTION TAPE PER MANUF. SPEC'S
BOND TO EXISTING PROVIDED IN GROUND KITS
CONDUCTOR WITH #6 AWG GROUNDING
#2 BARE SOLD CONDUCTOR
TINNED CU
GROUND WIRE TO GROUND BUS BAR
TO CABINET
4 ANTENNA GROUNDING PLAN
SCALE: N.T.S.
B-3
V
TRUE NORTH
(0' 36' E)
MAG
CONNECTION OF CABLE
GROUND KIT TO ANTENNA CABLE
L SCALE: N.T.S.
CE PICKETS
NER POST
WELD
NECTION
4/G2
#2 AWG TINNED
SOLID COPPER
WIRE CAD WELD
TO EXTERIOR
GROUND RING
TYPICAL FENCE GROUNDING
GATE
FENCE POST
CAD WELD
CONNECTION
0
J I II
GATE JUMPER AWG (WELDING CABLE
G TYPICAL GATE GROUNDING
v SCALE: N.T.S. �J SCALE: N.T.S.
VENDOR:
T ' .Mobile.
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
rPRODUCED BY:
ADE BOER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
AR01213
SITE NUMBER:
AR01213
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
Sj AT E O,c
t L.
PROFESSIONAL
ENGINEER
t! No. 9847
=�cL T
IVO DATE DESCRIPTION
BY
A 5 $ 15 PRELIM ISSUE
IWM
PROPOSED
IWM
RRU PEDESTAL
FURNISH AND INSTALL #2
SHEET NU BER:PROJECT
G3
I
Oti:
BY:
JWM
CKD BY10-/
JWM
THHN CU GROUND WIRE
FROM GROUND LOOP TO
TELCO GROUND BAR IN PPC
FURNISH AND INSTALL #2 THHN CU
GROUND WIRE WEATHER SEALED IN
RIGID CONDUIT FROM PPC GROUNDING
ELECTRODE CONDUCTOR TERMINAL TO
#2 BARE SOLID
TINNED CU
GROUND LOOP
I�
GROUND WIRE
r�
#2 BARE SOLID TINNED
CU GROUND WIRE
FURNISH AND INSTALL -
#2 BARE SOLID TINNED
CU GROUND WIRE
FURNISH AND INSTALL -
2/0 INSULATED PIGTAIL
(1) PER CABINET
I TYPICAL EQUIPMENT GROUNDING RISER DIAGRAM
SCALE: N.T.S.
- #6 AWG FROM ANTENNA
MOUNTS AND EQUIPMENT
GROUNDING (RE: 1/G2
FOR QTY)
_.._ ..-. - LUG,
L CONTRACTOR TO SPRAY
GROUND BAR WITH
COLD GALVANIZE ONCE
ALL CONNECTIONS ARE
` COMPLETED
GROUND BAR DETAIL
"� SCALE: N.T.S.
i
PROPOSED GROUND BAR
GROUNDED TO TOWER
C-1
(2) #6 A
STRANDE[
FOR HOM
GROUND
#6 AWG
STRANDE[
FOR EQUI
GROUNDIP
CONNECTOR TO
OR ANTENNA
COAX CABLE
BOND WAVEGUIDE
BRIDGE SUPPORT
TO ANTENNA
1
..
°-. POSTS TO GROUND p
} E LOOP WITH #2 COAX CABLE
BARE SOLID TINNED
> O GROUNDING CLAMP KIT
CU GROUND WIRE
1 T
- — ,1 CADWELD INSTALLATION OF BUTYL &
CONNECTION TAPE PER MANUF. SPEC'S
BOND TO EXISTING PROVIDED IN GROUND KITS
CONDUCTOR WITH #6 AWG GROUNDING
#2 BARE SOLD CONDUCTOR
TINNED CU
GROUND WIRE TO GROUND BUS BAR
TO CABINET
4 ANTENNA GROUNDING PLAN
SCALE: N.T.S.
B-3
V
TRUE NORTH
(0' 36' E)
MAG
CONNECTION OF CABLE
GROUND KIT TO ANTENNA CABLE
L SCALE: N.T.S.
CE PICKETS
NER POST
WELD
NECTION
4/G2
#2 AWG TINNED
SOLID COPPER
WIRE CAD WELD
TO EXTERIOR
GROUND RING
TYPICAL FENCE GROUNDING
GATE
FENCE POST
CAD WELD
CONNECTION
0
J I II
GATE JUMPER AWG (WELDING CABLE
G TYPICAL GATE GROUNDING
v SCALE: N.T.S. �J SCALE: N.T.S.
VENDOR:
T ' .Mobile.
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
rPRODUCED BY:
ADE BOER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
AR01213
SITE NUMBER:
AR01213
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
Sj AT E O,c
t L.
PROFESSIONAL
ENGINEER
t! No. 9847
=�cL T
IVO DATE DESCRIPTION
BY
A 5 $ 15 PRELIM ISSUE
IWM
0 522/15 CONST ISSUE
IWM
SHEET TITLE:
GROUNDING DETAILS
SHEET NU BER:PROJECT
G3
#:
NUMBER
Oti:
BY:
JWM
CKD BY10-/
JWM
6'-0"
14'-0"
40'-0" (LEASE AREA)
28'-0" (COMPOUND)
14'-0"
PROPOSED ` Y
LANDSCAPING, SEE
`v
SHEET C9 FOR DETAILS
I
PROPOSED 8'-0" WOOD
FENCE, RE: 1/C6
20'-0" ACCESS/UTILITY alo
& FIBER EASEMENT x
P
PROPOSED SIGNAGE,
SHEET C8
PROPOSED BRANCH TOWERS PROPOSED 12'-0" f
o 150' MONOPOLE, RE: 1/C3 o v GATE, RE: 1/C6
cr Z
a 0 !+ u °° PROPOSED 12'-0"
En 2 ACCESS ROAD, RE: 3/C6
d p 'k 11
+I\ N
0I of x �v ° \— PROPOSED GRAVEL
N i0 ° ° v ° ° COMPOUND, RE: 5/C6�
I PROPOSED T—MOBILE °
'0 10'-0"x16'-0" LEASE AREA }
PROPOSED T—MOBILE ICE
BRIDGE, SEE SHEET C5
I
I j
PROPOSED CONCRETE • PROPOSED MULTI—TENANT
PAD, RE: 1/S1 UTILITY RACK, RE: 1/E6 0
00
I ° I
c PROPOSED T—MOBILE PPC /
CABINET ON H—FRAME,
SEE SHEET E3 — x 0
LO
J
I
x x x x x x x
PROPOSED T -MOBILE
8'-0"x12'-0" CONCRETE 3'-0" 12'-0" 3'-0" 7'-0" 3'-0"
0j EQUIPMENT PAD, RE: 2/C2
n i0 I
4 FOR SITE CIVIL DETAILS RE: SHEET C7
TRUE NORTH
OVERALL SITE PLAN (° MAG E)
3 SCALE:
11
1 0' 5'
12'-0"
0
I
0
Sl Op
A 5 8 15 PRELIM ISSUE
r+ r
+f
lk
PROPOSED GPS
ti
x x x x x
ANTENNA, RE: 4/C5
R
'-0
SHEET TITLE:
OVERALL AND
ENLARGED SITE PLAN
PROPOSED ICE BRIDGE
PROPOSED T—MOBILE
••+
ATTACHED TO CONCRETE
PPC CABINET, SHEET E3 • f i
BI CKBY:
JWM JWM
PAD, RE: 3/S1
� *
0
TRUES NORTH
SITE PLAN
$
MOUNTED TO UNISTRUT ON .y �,
2ENLARGED
0
I
0
0
I
Sl Op
A 5 8 15 PRELIM ISSUE
r+ r
+f
lk
REG ST ED
_ sn
ti
x x x x x
=�
R
'-0
SHEET TITLE:
OVERALL AND
ENLARGED SITE PLAN
PROPOSED ICE BRIDGE
HEET NUM :PROJECT
C%
L
••+
ATTACHED TO CONCRETE
I N:
w
I
BI CKBY:
JWM JWM
PAD, RE: 3/S1
8
OP
PROSED LOWER COVP BOX �•
TRUES NORTH
SITE PLAN
$
MOUNTED TO UNISTRUT ON .y �,
2ENLARGED
SCALE:
PROPOSED ICE BRIDGE POST
M
20'
30'
�
o
PROPOSED DISCONNECT �. ' r* �+
0
t * +
/ P OP�SED•
I
v0
/ T—MOBILE,"
/ SSC
PROPOSED H—FRAME ATTACHED +f •ri f+`+
n
TO CONCRETE PAD, RE: 3/S7
s
0
I
Sl Op
A 5 8 15 PRELIM ISSUE
ARKANSAS
lk
REG ST ED
_ sn
ti
x x x x x
=�
x
'-0
SHEET TITLE:
OVERALL AND
ENLARGED SITE PLAN
PROPOSED ICE BRIDGE
HEET NUM :PROJECT
C%
L
NUMBER
ATTACHED TO CONCRETE
I N:
w
I
BI CKBY:
JWM JWM
PAD, RE: 3/S1
TRUES NORTH
SITE PLAN
(0. MAG E)
2ENLARGED
SCALE:
0' 5' 10'
20'
30'
VENDOR:
T -- • Mobile•
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR HCH
COMMU/V/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
OE B0E14
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
AR01213A
SITE NUMBER:
AR01213A
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER:
PT E
Sl Op
A 5 8 15 PRELIM ISSUE
ARKANSAS
lk
REG ST ED
_ sn
ti
v�***
No. 9847 40,1
=�
T
NO DATE DESCRIPTION
BY
A 5 8 15 PRELIM ISSUE
TWM
❑ 5/22/15 iCONST ISSUE
JWM
1 6/1/15 CONST ISSUE
JDP
SHEET TITLE:
OVERALL AND
ENLARGED SITE PLAN
HEET NUM :PROJECT
C%
L
NUMBER
I N:
w
I
BI CKBY:
JWM JWM
=I=
X11
WE
MIR
o"
V) CV
N
�a
a Oc+O
-- --- ---_130.011
.
FOUND ANGLE IRON
i
PROPOSED COMPOUND,
RE: 1/C2
PROPOSED 28'x28' WOODEN
FENCED COMPOUND, RE: 1/C5
PROPOSED 150' BRANCH TOWERS -
MONOPOLE, RE: 1/C3
1
i
I
139'-0" TO EQUIPMENT PAD
c
1
fi 147'-6" FACE OF TOWER
i
PROPOSED 40'x40'
LEASE AREA 3
0
L_
0
w
Lf
inii
rr
0
0
a
0
w
a
a
I
i�
of
0
a
z
w
m
a_
w
O
I
00
(N88°50'E 673.71')
S87°31 ' 45"E 673.23'
LOT 2
PARKVIEW CHRISTIAN CHURCH ADDITION
NOTE- BASE FLOOD ELEVATION IS 273'
POD Aft= 9
224'-8" FACE OF TOWER TO BUILDING
n �
PROPOSED 20'-0"-� ' 1
ACCESS EASEMENT 524'-O" TO FACE OF TOWER TO
PROP W LINE AT GEYER SPRINGS 6
P 4P_4w E'D 70+1 'R
LAT. A'34°39'54713" NAD 83 {
LONC 0'92°204 192" NAD 83 L
GROUA'D ELEV 72 95 AIA VD 88
PROPOSED COMPOUND
ELEVATION TO BE 273'
EXISTING POWER POLE,
TYPICAL
L:i'3LEROCK PLANUNG-OW-MISSION
APPR 1 N ,! GD S iEL 1 T^ HE C 01`110 i T 10 VS
I i U 1 C A n IDAT
py- 1
DATEv Io >
1 OVERALL SITE PLAN
SCALE:
0' 20' 40' 80 120' -
NOTES:
1. SITE PLAN SHOWN BELOW TAKEN FROM
INFORMATION PROVIDED ON PRELIMINARY SURVEY
DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING —
INFORMATION IS AS INDICATED ON SITE PLAN.
CONTRACTOR IS TO ESTABLISH THE EXISTENCE —
AND LOCATION OF ALL EXISTING OVERHEAD AND
UNDERGROUND UTILITIES. IMMEDIATELY NOTIFY
THE CONSTRUCTION MANAGER OF ANY
DISCREPANCIES.
2. EXISTING INFORMATION INDICATED ON THE SITE
PLAN WAS REPRODUCED INFORMATION PROVIDED
ON PRELIMINARY SURVEY DRAWINGS. BRANCH
COMMUNICATIONS, LLC DOES NOT GUARANTEE,
OR ENSURE THE PRECISION, ACCURACY, OR
CORRECTNESS AND ASSUMES NO RESPONSIBILITY '
OR LIABILITY FOR DAMAGES, LOSS OF REVENUE,
OR INJURY THAT MIGHT OCCUR. THE
INFORMATION SUPPLIED BY THE CUSTOMER WAS
INCORPORATED FOR REFERENCE ONLY.
r,
4
S SIDE>r�ALh �
a
a
v
EXISTING BUILDING, TYP.
ASPHALT
TRUE NORTH
(0' 36' E)
MAG
r`ENDOR:
T o --Mobile.
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR NCH
COMMUIV/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
rPRODUCED BY:
LTE BOER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
AR01213A
SITE NUMBER:
AR01213A
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
IIA!r-i
5 �� F �
ARKANSAS
REGISTERED
z
No. 9847
T. 'Ck-
DESCRIPTION
BY
PRELIM ISSUE
F5/22/15
iWM
CONST ISSUE
WM
CONST ISSUE
4DP
;SHEET TITLE:
OVERALL SITE PLAN
SHEETNUM
:
C 1
PROJECT #:
NUMBER
VII N
A
I
BY, CKD 8Y:
JWM JWM
6'- 0"
40'-0" (LEASE AREA)
28'-0" (COMPOUND)
14'-0"
14'-0"
6'-0"
ON 00
iOOI
-"M
iRODO
PROPOSED CONK
PAD, RE: 1/S1
f
i
00
PROPOSED T -MC
CABINET ON H -F
SEE SHEET E3
PROPOSED T -MOI
8'-0"x12'-0" CO
EQUIPMENT PAD,
I
I
—
FOR SITE CIVIL DETAILS PE: SHEET C7
OVERALL SITE PLAN
SCALE:
- 1D' 15• za•
I
TRUE NORTH
(0' 36' E}
MAG
12'-0"
VENDOR:
T • -Mobile-
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73120
BR NCH
COA "UIVICA T/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
of BOEA?
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
AR01213A
SITE NUMBER:
AR01213A
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER:
',rARKANSAS
No. 9847}y`r
V DATE DESCRIPTION BY
A 5 8 15 PRELIM ISSUE IWM
0 5/22/15 CONST ISSUE IWM
SHEET TITLE:
OVERALL AND
ENLARGED SITE PLAN
SHEETNUM :
[B. ROJECT # A
REVISION:
NUMBER
YKBY:CZ A
PROPOSED GPS
ANTENNA, RE: 4/C5
_
PROPOSED T -MOBILE
PPC CABINET, SHEET E3
• •.'�
a
PROPOSED LOWER COVP BOX
+.•*�
+
MOUNTED TO UNISTRUT ON
PROPOSED ICE BRIDGE POST
•'.
I
••
`oI PROPOSED DISCONNECT
V' ~
F+
PI46P�SED•
I
T- MOBILE. `
SSC
N
RSIi�T
v PROPOSED H -FRAME ATTACHED �.
TO CONCRETE PAD, RE: 3/S1
>< xx x
x x
-0 1 1'-0"
PROPOSED ICE BRIDGE
ATTACHED TO CONCRETE
PAD, RE: 3/S1
ENLARGED SITE PLAN
TRUE NORTH
(0 E)
2
MAG
SCALE:
0' V 10'
20'
30'
VENDOR:
T • -Mobile-
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73120
BR NCH
COA "UIVICA T/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
of BOEA?
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
AR01213A
SITE NUMBER:
AR01213A
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER:
',rARKANSAS
No. 9847}y`r
V DATE DESCRIPTION BY
A 5 8 15 PRELIM ISSUE IWM
0 5/22/15 CONST ISSUE IWM
SHEET TITLE:
OVERALL AND
ENLARGED SITE PLAN
SHEETNUM :
[B. ROJECT # A
REVISION:
NUMBER
YKBY:CZ A
PROPOSED LANDSCAPING,
MIN. 6' WIDE BUFFER
F,
GENERAL PLANTING NOTES:
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
2. ALL PLANTS MUST BE CONTAINER—GROWN OR BALLED AND BURLAPPED AS SPECIFIED.
3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS.
4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER
INSTALLATION.
5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED.
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND
SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK.
7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING,
SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE
ENGINEER'S REPRESENTATIVE.
8. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE
YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED.
9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL
REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD.
PROPOSED LANDSCAPING 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION.
RE: 2/C9 11, AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER
CONTRACTOR TO PLACE INDIGENOUS A MIST SYSTEM PRIOR TO INSTALLATION.
LANDSCAPING (EMERALD GREEN
ARBORVITAE OR BURNING BUSH 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES PRIOR TO TOTAL ACCEPTANCE OF THE WORK SHALL
BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND
PREFERRED OR EQUIVALENT) MEETING ALL SPECIFICATIONS.
13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION, REPRESENTS GUIDELINE
PROPOSED 8'-0" SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL.
X > z WOOD FENCE 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING.
PROPOSED SIGNAGE, 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSELY VEGETATED OR WHERE
RE: SHEET C9 DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST.
u 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT.
PROPOSED BRANCH QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT X WT)
TOWERS 150'
MONOPOLE, RE: 1/C4 12 "JUNIPERUS COMMUNIS" COMMON JUNIPER 5-10 FT X 8-15 FT
_ PROPOSED 12'-0"
GATE, RE: 1/C6 PINESTRAW MULCH — 2" SETTLED LAYERS OF CLEAN STRAW
I PRIOR TO MULCHING, LIGHTLY TAMP SOIL
AROUND THE ROOT BALL IN 6" LIFTS TO
BRACE TREE. DO NOT OVER COMPACT.
WHEN THE PLANTING HOLE HAS BEEN
+ PROPOSED FOUR GANG BACKFILLED, POUR WATER AROUND THE
— PROPOSED T—MOBILE ROOT BALL TO SETTLE THE SOIL.
10'—O"x16'-0" UTILITY RACK, RE: 1/E4
LEASE AREA 4" LAYER OF MULCH. NO MORE THAN
1" OF MULCH ON TOP OF ROOT BALL.
(SEE SPECIFICATIONS FOR MULCH).
TRUNK SHALL MEET ANSI Z60 LOOSENED SOIL. DIG AND TURN
LIPER
CURRENTAREDUCE COMPTO
EDITION FOR ROOT BALL SIZE THE AREA DEPTH
SHOWN HE
i
PROPOSED T—MOBILE —
8'-0"x12'-0" CONCRETE
EQUIPMENT PAD
PROPOSED 2'-6" NON—DECIDUOUS
SHRUBBERY INFILL AT 3'-0" MAX. ALL
THE WAY AROUND SITE COMPOUND (TYP.)
I LANDSCAPING PLAN
SCALE:—
0; 5 10, 20, 30'
;REEN
I KLLb UN 1b-0 (20'-•0" MAX)
CENTER ALL THE WAY AROUND
SITE COMPOUND (TYP.)
TRUE NORTH
(0' 36' E)
MAG
ROUND—TOPPED SOIL BERM 4" HIGHx8"
WIDE ABOVE ROOT BALL SURFACE SHALL
BE CONSTRUCTED AROUND THE ROOT
BALL. BERM SHALL BEGIN AT ROOT
BALL PERIPHERY.
EXISTING SOIL
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL
m
5X WIDEST DIMENSION
OF ROOT BALL
r) TREE PLANTING DETAIL
,L SCALE: N.T.S.
ORIGINAL GRADE
FINISHED GRADE
rVENDOR:
T —Mobile.;
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR NCH
CQMMUIVICA TIONS, LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
BY:
aE BOHR
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
AR01213A
SITE NUMBER:
AR01213A
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER; 'o�r/i/�►��_
til
Sl PT E
ARKANSAS
REGIS ERE
S 1
No.
9847
k_r
/ No. 9847 '
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RA914ID 1/10/11 CKINOlD —M FARM ro 10' X 10'
m
0
ti
nm
".
130.01'
`FOUND ANGLE IRON
PROPOSED COMPOUND,
RE: 1/C2
PROPOSED 28'x28' WOODEN —
FENCED COMPOUND, RE: 1/C5
PROPOSED 150' BRANCH TOWERS
MONOPOLE, RE: 1/C3
139'-0" TO EQUIPMENT PAD
147'-6" FACE OF TOWER
LOT 2
PARKVIEW CHRISTIAN CHURCH ADDITION
(N88°50'E 62
S87°31'45"E E
NOTE: BASE FLOOD ELEVATION IS 273'
POD IZ"
— — 224'-8" FACE OF TOWER TO BUILDING
° o C4
W7.fc7'.I
� '---7
w PROPOSED 20'-0"
ACCESS EASEMENT 524'-0" TO FACE OF TOWER TO
PROPERTY LINE AT GEYER SPRINGS F
LAT. A'34°39'54 r13•' A4D 83
LONG N'92°20'4 192" NAD 83
GROUND ELEV. -'295 NAVD 88
PROPOSED COMPOUND
ELEVATION TO BE 273'
EXISTING POWER POLE,
TYPICAL
3.71')
NOTES:
'73.23'
A
4,
1. SITE PLAN SHOWN BELOW TAKEN FROM
INFORMATION PROVIDED ON PRELIMINARY SURVEY
_
-
DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING —
IWM
INFORMATION IS AS INDICATED ON SITE PLAN.
j./l/15 CONST ISSUE
CONTRACTOR IS TO ESTABLISH THE EXISTENCE —
u
AND LOCATION OF ALL EXISTING OVERHEAD AND
UNDERGROUND UTILITIES. IMMEDIATELY NOTIFY
4
THE CONSTRUCTION MANAGER OF ANY
.CHET? TITLE:
OVERALL SITE PLAN
PROPOSED 40'x40'
H
LEASE AREA
PROJECT #
NUMBER
PLAN WAS REPRODUCED INFORMATION PROVIDED
PROPOSED 150' BRANCH TOWERS
MONOPOLE, RE: 1/C3
139'-0" TO EQUIPMENT PAD
147'-6" FACE OF TOWER
LOT 2
PARKVIEW CHRISTIAN CHURCH ADDITION
(N88°50'E 62
S87°31'45"E E
NOTE: BASE FLOOD ELEVATION IS 273'
POD IZ"
— — 224'-8" FACE OF TOWER TO BUILDING
° o C4
W7.fc7'.I
� '---7
w PROPOSED 20'-0"
ACCESS EASEMENT 524'-0" TO FACE OF TOWER TO
PROPERTY LINE AT GEYER SPRINGS F
LAT. A'34°39'54 r13•' A4D 83
LONG N'92°20'4 192" NAD 83
GROUND ELEV. -'295 NAVD 88
PROPOSED COMPOUND
ELEVATION TO BE 273'
EXISTING POWER POLE,
TYPICAL
3.71')
NOTES:
'73.23'
A
DSA
1. SITE PLAN SHOWN BELOW TAKEN FROM
INFORMATION PROVIDED ON PRELIMINARY SURVEY
_
-
DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING —
IWM
INFORMATION IS AS INDICATED ON SITE PLAN.
j./l/15 CONST ISSUE
CONTRACTOR IS TO ESTABLISH THE EXISTENCE —
AND LOCATION OF ALL EXISTING OVERHEAD AND
UNDERGROUND UTILITIES. IMMEDIATELY NOTIFY
THE CONSTRUCTION MANAGER OF ANY
.CHET? TITLE:
OVERALL SITE PLAN
DISCREPANCIES.
H
2. EXISTING INFORMATION INDICATED ON THE SITE -
PROJECT #
NUMBER
PLAN WAS REPRODUCED INFORMATION PROVIDED
S 1 R
1
ON PRELIMINARY SURVEY DRAWINGS. BRANCH
CKD BY:
JWM
COMMUNICATIONS, LLC DOES NOT GUARANTEE,
OR ENSURE THE PRECISION, ACCURACY, OR
CORRECTNESS AND ASSUMES NO RESPONSIBILITY
/
OR LIABILITY FOR DAMAGES, LOSS OF REVENUE,
= r
OR INJURY THAT MIGHT OCCUR. THE
INFORMATION SUPPLIED BY THE CUSTOMER WAS
INCORPORATED FOR REFERENCE ONLY.
i
-
4
' I s[ v.iaa
x.11:71. f�.F � iI�
- �,- D [
ir��i���i�. 'i��• .'� � ^ice _ — ' � N
BY:
� �� �
OVERALL SITE PLAN _�� %
SCALE:
0' 20' 40' 80' 120'
tZk
54
IIIIIIIIIIIIIIIIN
SIDEIFALK
e
I � rv,rne,r o, m Hain rro
+w
TRUE NORTH
(0' 36' E)
MAG
rVENDOR:
T - -Mobile.
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR NCH
COMMUN/CAT/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
aE BOHR
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
AR01213A
SITE NUMBER:
AR01213A
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER:
coil SIS,
ARKANSAS y
REGISTERED
R�S N
Nf3 f ,¢
I No. 9847
EL T,�'S
P 7 1213112015
INC
DATE DESCRIPTION
BY
A
5 8 15 PRELIM ISSUE
IWM
0
5/22/15 CONST ISSUE
IWM
1
j./l/15 CONST ISSUE
JDP
.CHET? TITLE:
OVERALL SITE PLAN
H
NUM :
C 1
PROJECT #
NUMBER
S 1 R
1
BY;
JWM
CKD BY:
JWM
PROPOSED LANDSCAPING,
MIN. 6' WIDE BUFFER
�r F x x x x x
PROPOSED BRANCH
TOWERS 150'
x I MONOPOLE, RE: 1/C4
I f �
f f.
x
PROPOSED T—MOBILE
10'-0"x16'-0"
LEASE AREA
PROPOSED LANDSCAPING
RE: 2/C9
CONTRACTOR TO PLACE INDIGENOUS
LANDSCAPING (EMERALD GREEN
ARBORVITAE OR BURNING BUSH
PREFERRED OR EQUIVALENT)
PROPOSED 8'-0"
WOOD FENCE
PROPOSED SIGNAGE,
k RE: SHEET C9
PROPOSED 12'-0"
+ GATE, RE: 1 /C6
t PROPOSED FOUR GANG
UTILITY RACK, RE: 1/E4
ms x x x x x
I
n
n
PROPOSED 8' EVERGREEN
PROPOSED T—MOBILE TREES ON 15'-0" (20'-0" MAX)
8'-0"x12'-0" CONCRETE
CENTER ALL THE WAY AROUND
_ SITE COMPOUND TYP.
EQUIPMENT PAD ( )
PROPOSED 2'-6" NON—DECIDUOUS
SHRUBBERY INFILL AT 3'-0" MAX. ALL
THE WAY AROUND SITE COMPOUND (TYP.)
1
LANDSCAPING PLAN
SCALE:
0' 5' 10' 20' 30'
Kzk
TRUE NORTH
(0' 36' E)
MAG
GENERAL PLANTING NOTES:
1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
2. ALL PLANTS MUST BE CONTAINER—GROWN OR BALLED AND BURLAPPED AS SPECIFIED.
3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS.
4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER
INSTALLATION.
5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED.
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND
SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK.
7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING,
SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE
ENGINEER'S REPRESENTATIVE.
B. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE
YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED.
9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL
REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD.
10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION.
11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER
A MIST SYSTEM PRIOR TO INSTALLATION.
12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL
BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND
MEETING ALL SPECIFICATIONS.
13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDRION, REPRESENTS GUIDELINE
SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALFTY REQUIREMENTS FOR PLANT MATERIAL.
14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING.
15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSELY VEGETATED OR WHERE
DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST.
16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT.
QUANTITY
SCIENTIFIC NAME COMMON NAME
MATURE SIZE (HT X WT)
12
"JUNIPERUS COMMUNIS" COMMON JUNIPER
5-10 FT X 8-15 FT
PINESTRAW MULCH — 2" SETTLED LAYERS OF CLEAN STRAW
TRUNK CALIPER SHALL MEET ANSI Z60
CURRENT EDITION FOR ROOT BALL SIZE.
ROUND—TOPPED SOIL BERM 4" HIGHxB"
WIDE ABOVE ROOT BALL SURFACE SHALL
BE CONSTRUCTED AROUND THE R00T
BALL. BERM SHALL BEGIN AT ROOT
BALL PERIPHERY. ,
EXISTING SOIL
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL
5X WIDEST DIMENSION
OF ROOT BALL
rj TREE PLANTING DETAIL
L SCALE: N.T.S.
PRIOR TO MULCHING, LIGHTLY TAMP SOIL
AROUND THE ROOT BALL IN 6" LIFTS TO
BRACE TREE. DO NOT OVER COMPACT.
WHEN THE PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND THE
ROOT BALL TO SETTLE THE SOIL.
4" LAYER OF MULCH. NO MORE THAN
1" OF MULCH ON TOP OF ROOT BALL.
(SEE SPECIFICATIONS FOR MULCH).
LOOSENED SOIL. DIG AND TURN THE
SOIL TO REDUCE COMPACTION TO
THE AREA AND DEPTH SHOWN.
ORIGINAL GRADE
FINISHED GRADE
VE ODN R
T • -Mobile.
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR NCH
COMMUNICA T/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
PRODUCED BY:
of BOER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SO 57038
605-422-1548
SITE NAME:
AR01213A
SITE NUMBER:
AR01213A
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER:
. S ATE I, -- k R
ARKANSAS
N**947 liv
F" -FC
T- ,711 '15
NO DATE DESCRIPTION BY
A 5 8/15 PRELIM ISSUE IWM
0 5 22 15 S:ONST ISSUE IWM
1 S/T 15 CONST ISSUE JDP
SHEET TITLE:
LANDSCAPING PLAN &
DETAILS
SHEETNUMBER:
C9
ROJECT
NUMBER
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130.01'
FOUND ANGLE IRON
PROPOSED COMPOUND,
f RE: 1/C2
I
PROPOSED 28'x28' WOODEN -
IFENCED COMPOUND, RE: 1/C5
i
i PROPOSED 150' BRANCH TOWERS
MONOPOLE, RE: 1/C3
139'-0" TO EQUIPMENT PAD
a.
U
` 147'-6" FACE OF TOWER
i, PROPOSED 40'x40'
J LEASE AREA
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(N88°50'E 673.71')
S87°31'45 "E 673.23'
LOT 2
PARMEW CHRISTIAN CHURCH ADDITION
L
NOTE: BASE FLOOD ELEVATION IS 273'
224'-B" FACE OF TOWER TO BUILDING95
a; -��7
l
PROPOSED 20'-0"
ACCESS EASEMENT 529'-0" To FACE OF TOWER TO
PROPERTY ZINE AT GE1'ER SPRINGS F
11?OPa.SE'D TOiI' 'R
LAT. A'34°39'54.+;13" NAD 83 {
LONC. N'92"20'4" 192" ATAD 83 if
GROUND ELEV X72 95' NAVD 88
PROPOSED COMPOUND
ELEVATION TO BE 273'
EXISTING POWER POLE,
TYPICAL
s r.a,,. r�ST0N
LITTLE Fi")CI. PL ',F�z-""4G,c., /,�\�
fiAr _ r n"� IP'r.T• TO -- IG; � Pqlrs4n.ONS
AS
MINUTE: E: R `RD I)ATE I
_ r
OVERALL SITE PLAN Z
SCALE:
0' 20' 40' 80' 120'
NOTES:
1. SITE PLAN SHOWN BELOW TAKEN FROM
INFORMATION PROVIDED ON PRELIMINARY SURVEY
DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING —
INFORMATION IS AS INDICATED ON SITE PLAN.
CONTRACTOR S TO ESTABLISH THE EXISTENCE —
AND LOCATION OF ALL EXISTING OVERHEAD AND
UNDERGROUND UTILITIES. IMMEDIATELY NOTIFY
THE CONSTRUCTION MANAGER OF ANY
DISCREPANCIES.
2. EXISTING INFORMATION INDICATED ON THE SITE
PLAN WAS REPRODUCED INFORMATION PROVIDED
ON PRELIMINARY SURVEY DRAWINGS. BRANCH
COMMUNICATIONS, LLC DOES NOT GUARANTEE,
OR ENSURE THE PRECISION, ACCURACY, OR
CORRECTNESS AND ASSUMES NO RESPONSIBILITY !
OR LIABILITY FOR DAMAGES, LOSS OF REVENUE,
OR INJURY THAT MIGHT OCCUR. THE
INFORMATION SUPPLIED BY THE CUSTOMER WAS
INCORPORATED FOR REFERENCE ONLY.
h c
5
r
M
{ SIAEK�fL1: •e
vEXISTING BUILDING, TYP.
ASPHALT
1
TRUE NORTH
(0' 36' E)
MAG
rVENDOR:
T ! -Mobile
4533 ENTERPRISE DR.
OKLAHOMA CITY, OK 73128
BR NCH
COMMUN/CA T/ONS,LLC
BRANCH COMMUNICATIONS
1516 S BOSTON AVE STE 215
TULSA, OKLAHOMA 74119
(918) 949-4551
(PRODUCED BY:
,DE BAER
MICHAEL T. DE BOER
965 WYNSTONE DRIVE
JEFFERSON, SD 57038
605-422-1548
SITE NAME:
AR01213A
SITE NUMBER:
AR01213A
SITE ADDRESS:
9300 GEYER SPRINGS ROAD
LITTLE ROCK AR 72209
ENGINEER.
5f of
r,,
R`
A 5 8 15 PRELIM ISSUE
ARKANSAS
SAS
0 5 22 15 CONST ISSUE
1WM
REGISTERED
t
R �ZN
1
No. 9847'4
SHEET TITLE:
OVERALL SITE PLAN
T . Vr- X4
H NUM :
C 1
1
INC' DATE DESCRIPTION
BY
A 5 8 15 PRELIM ISSUE
1WM
0 5 22 15 CONST ISSUE
1WM
1 6 T 15 CONST ISSUE
TDP
SHEET TITLE:
OVERALL SITE PLAN
H NUM :
C 1
1
PROJECT':
NUMBER
4
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BY:
JWM
CKD BY:
JWM