HomeMy WebLinkAboutZ-5866-B MapN n TF'S
THE CONTRACTOR(S), OR ANYONE USING THESE DOCUMENTS IS ADVISED TO
LAYOUT THEIR WORK AND VERIFY THE ACTUAL FIELD CONDITIONS RELATIVE TO
THE DESIGNS SHOWN ON THE DRAWINGS. ANY DISCREPANCIES ENCOUNTERED
THAT WOULD AFFECT THE PROPER INSTALLATION OF CONSTRUCTION OF THE
PROPOSED IMPROVEMENTS SHALL BE REPORTED TO THE OWNER AND/OR
ENGINEER IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS IN THE PLANS.
THE CONTRACTOR SHALL LAYOUT IN THE FIELD ALL THE ELEMENTS OF THE
IMPROVEMENTS PRIOR TO AND WELL AHEAD OF CONSTRUCTION TO INSURE THAT
NO CONFLICTS EXIST BETWEEN ANY UNDERGROUND SERVICE UTILITIES OR DRAIN
LINES, INCLUDING, MINIMUM DEPTHS BELOW FINISHED SURFACES, THE SURFACE
ELEVATIONS OF ALL MANHOLES AND CATCH BASINS RELATIVE TO FINISHED
GRADES. ANY PLAN DISCREPANCIES ENCOUNTERED SHALL BE REPORTED TO THE
OWNER AND/OR ENGINEER IN ORDER TO ALLOW FOR NECESSARY ADJUSTMENTS
IN THE PLANS.
THE CONTRACTOR(S) SHALL MAINTAIN ACCURATE AND LEGIBLE RECORDS OF ALL
INSTALLATIONS AND DELIVER THE SAME TO THE OWNER IN A FORM ADEQUATE
TO READILY TRANSFER THE DATA DIRECTLY TO RECORD (-AS BUILT-) DRAWINGS
AS REQUIRED BY THE REVIEWING AGENCIES. THE FORM AND ADEQUACY OF
THESE RECORDS ARE SUBJECT TO THE APPROVAL OF RECIPIENT.
LATITUDE 34*41' 0.8"
LONGITUDE 92'21' 57.7"
ENGINEER'S APPROVAL:
9
REGISTERED
PROFESSIONAL
ENGINEER
e. No. 11601 o
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communica ions
6655 S. LEWIS AVE.
SUITE 200
TULSA, OK 74136
CRICKET ARKANSAS PROPERTY COMPANY,
1400 URBAN CENTER DRIVE
q1 11 0,f SUITE 365
VESTAVIA HILLS, AL. 35242
IPHONE 205-969-3776
A DELAWARE CORPORATION
I CRICKET APPROVALS I
I I NAME I DATE I
RF:
PROPFRTY TOWER OWNER:
SITE ACQUISITON:
CONSTRUCTION MANAGER:
SITE NAME: CLOVERDALE
SITE NUMBER: LIT -075
7400 LORETTO LANE
LITTLE ROCK,,,, AR 72209-3338
NO DATE REVISION 0
0 9/23/94 ISSUED FOR CONSTRUCT10N cricVef
communications
6655 S. LEWIS AVE.
SUITE 200
TULSA, OK 74136
NF
sy
SURVEY
CELL SITE INSTALLATION NOTES
a'd C NXF
' �n '��
"-C'
N2
CRICKET GENERAL NOTES
I-1-01"'LOVED
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CRICKET GENERAL NOTES
31)3
-y- _�;-766 -3
PROJECT:
CLOVERDALE
7400 LORETTO LANE
LITTLE ROCK, AIR 72209-3338
SPECIFICATIONS LIST
STANDING DETAILS
VIUINIIY MAH
N.T.S.
DIRECTIONS:
FROM 1-30 WEST, TAKE THE EXIT NUMBER 132 TOWARDS
MCDANIEL DRIVE. EXIT ON TO THE 1-30 W SERVICE ROAD. TURN
RIGHT ON MCDANIEL DRIVE AND GO ABOUT 0.4 MILES. TURN
RIGHT ONTO MABLEVALE ?IKE. TURN LEFT ON LORETTO LANE.
FROM 1-30 EAST. TAKE EXIT NUMBER 131 TOWARD SOUTH CHICOT
ROAD. STAY ON 1-30 SERVICE ROAD AND GO ABOUT 0.5 MILE&
TURN LEFT ON NORTH CHICOT ROAD. TURN LEFT ONTO
MABLEVALE PIKE. TURN RIGHT ONTO LORETTO LANE.
INDEX OF SHEETS:
Tl .......... "'*****
... COVER SHEET
SURVEY
CELL SITE INSTALLATION NOTES
LN -1 ................
LEGEND/CONTACT INFORMATION
GN -1 ................
CRICKET GENERAL NOTES
GN -2 ................
CRICKET GENERAL NOTES
GN -3 ................
CRICKET GENERAL NOTES
GN -4 ................
CRICKET GENERAL NOTES
C-1 ..................
SITE LAYOUT
C-2 ..................
DETAIL SITE LAYOUT
C-3 ..................
RESERVED
C-4 ..................
RESERVED
A-1 ...................
TOWER ELEVATIONS
A-2 ..................
ANTENNA/COAX DATA & CONSTRUCTION DETAILS
S-1 ..................
CELL SITE INSTALLATION NOTES
S-2 ..................
EQUIPMENT PAD DETAILS
S-2.1 ...............
FOUNDATION PAD DETAILS
S-3 ..................
WAVEGUIDE BRIDGE DETAILS
E-1 ..................
ELECTRICAL NOTES/LEGEND
E-2 ..................
UTILITY PLAN
E-3 ..................
ONE -LINE DIAGRAM/PANEL BOARD SCHEDULE
E-4 ..................
GROUNDING NOTES/LEGEND
E-5 ..................
GROUNDING LAYOUT
E-6 ....... ......
GROUNDING DETAILS
E-6.1 ...............
GROUNDING DETAILS
E-6.2 ...............
GROUNDING DETAILS
E-6.3 ...............
GROUNDING DETAILS
E-7 ..................
RESERVED
E-8 ..................
RESERVED
E-9 ..................
RESERVED
E-10 .................
CRICKET UTILITY MOUNT RACK
PBS&J JOB#
251475.38
DRAWING#
251475.38-Tl.DWGI
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(11 /2) 3 ;.52,1 *Eff
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TRANSFORMER J
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POI OF BEGINNING7
TOWER COMPOUND
POINT OF BEGINNING
LEASE PARCEL
GRAVEL
(11 /2)
LINE TABLE
OVAIE1410N
--mam"'IDOOK
LINE
BEARING
DISTANCE(ft)
Ll (D)
SBW47-56-W
75.00
L2(D)
SO -12-04-E
27.50
L3(D)
SO -12-04-E
47.50
75.00'(D)
N15 -44-34-W
U87,27."'W(S
LS(S)
sail,47'58:Zai
POWER POLE WITH I
TRANSFORMER J
GRAVEL
Ll
POI OF BEGINNING7
TOWER COMPOUND
POINT OF BEGINNING
LEASE PARCEL
GRAVEL
(11 /2)
VICINITY MAP PULASKI
(NOT TO SCALE) J1 COUNW.
SITE ARKANSAS
Z
MASELVALE PIKE
07
30
0 INTERSTATE
0 UNITED STA70 HOW
0 STATE HOMY
0 0OUN1Y ROAD
1 1)
LINE TABLE
OVAIE1410N
--mam"'IDOOK
LINE
BEARING
DISTANCE(ft)
Ll (D)
SBW47-56-W
75.00
L2(D)
SO -12-04-E
27.50
L3(D)
SO -12-04-E
47.50
L4(S)
N15 -44-34-W
4.04
LS(S)
N85-54-1171IN
12.00
LG(S)
N3'05'43 -E
15.00
L7(S)
SBIr54'1 7"E
12.00
LB(S)
ST05-43-W
16.00
Lg(D)
N(rl2'O4-W
20.00
L10(0) I
N89 -47-56-E
75.00
LI I (D) I
S(r 1 2'04'E
20.00
VICINITY MAP PULASKI
(NOT TO SCALE) J1 COUNW.
SITE ARKANSAS
Z
MASELVALE PIKE
07
30
0 INTERSTATE
0 UNITED STA70 HOW
0 STATE HOMY
0 0OUN1Y ROAD
1 1)
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WALE. l-20'
14. This survey and drawing complies with the Minimum Technical Standards for the Practice of Land Surveying in the State of Arkansas.
POINT OF COMMENCEMENT AIR Reg. No. 11 BE
SE CDR OF THE E1/2 OF
THE EI/2 OF THE NWI/4 OF
THE NEI/4, SEC 35, T -1-N,
R -113-W. LITU ROCK.
PULASKI COUNTY, ARKANSAS CLOVERDALE
SITE #: LIT -075
JOB NO.: 04190 DRAWN BY: GEB CHECKED BY, TWEIII SCALE: 1' - 2o.
13ROOKS& BROOKS1 INC. DATE: 9/14/2004 RELD BOOK: SEE FILE PARTY CHIEF. SEE FILE DRAWING NO..
PROFESSIONAL SURVEYORS - 720 ENERGY CENTER BOULEVARD, SUITE 503 NORTHPORT, ALABAMA (205)752-5033 1 04198.DWG
SURVEYOR'S REPORT
1. Survey for: PBS&J.
2. Purpose of this survey is: Topographic survey of lease parcel.
3. Field surveys conducted on: 9/08/2004.
4. Horizontal and vertical control established by GPS methods using the following control: ]Too.
POINT OF BEGINNING
ACCESS EASEMENT
5. Elevations are NAVD 88 and meet the requirements for FAA 2-C only.
6. Horizontal positions are NAD 83.
POWER POLE WITH
7. North is based on: State Plane Grid.
TELEPHONE PEDESTAL
S. Brooks & Brooks, Inc. did not conduct any title investigation for this survey. This survey is based on the record documents listed in note
9.
9. Sources of survey: Document provided by client.
10. Tower Compound Description:
Part of the E 1/2 of the E 1/2 of the NW 1/4 of the NE 1/4. Section 35. T -1-N, R -13-W, Little Rock, Pulaski County Arkansas, and being
more particulcirly described as follows:
Commencing at the SE corner of said E 1/2 of the E 1/2 of the NW 1/4 of the NE 1/4, Section 35; thence N OV12'04" W. 968.50 feet;
thence S 89'47'55" W, 75.00 feet to the POINT OF BEGINNING; Thence S 00'12'04'E. 27.50 feet; Thence S 89'47'56'V. 75.00 feet; Thence N
00'12'04" W. 75.00 feet; Thence IN 89'47'56"E, 75.00 feet; Thence S 00'12'04"E, 47.50 feet to the POINT OF BEGINNING.
la
11. Lease Pcrcel Description:
A parcel of land lying in the East Half of the East Half of the Northwest Quarter of the Northeast Quarter of Section 35, Township 1 North,
Range 13 West, Little Rock, Pulaski County, Arkansas and being more particularly described as follows:
To find the Point of Beginning, commence at the Southeast Corner of said East Half of the East Half of the Northwest Quarter of the
Northeast Quarter of Section 35; thence NO`12'O4'W a distance of 968.50 feet to a point; thence S89'47'56"W a distance of 75.00 feet to a
point; thence S2'32'53W a distance of 27.50 feet to c point; thence N1544'34W a distance of 4.04 feet to the Point of Beginning; thence
N86'54'17*W a distance of 12.00 feet to a point; thence N3'05'43"E a distance of 16.00 feet to a point; thence S86'54'17"E a distance of
12.00 feet to a point; thence S3'05'43"'N a distance of 16.00 feet to the Point of Beginning, and containing 192 square feet, more or less.
12. Easement Description:
Part of the E 1/2 of the E 1/2 of the NW 1/4 of the NE 1/4, Section 35, T -1-N, R -13-W, Little Rock, Pulaski County Arkansas, and being
more particularly described as follows:
Commencing at the SE corner of said E 1/2 of the E 1/2 of the NW 1/4 of the NE 1/4, SectTion 35; thence N 00'12'04" W, 968.50 fei�:t to
the POINT OF BEGINNING of the Easement; thence S 89'47'56" W. 75.00 feet; Thence IN 00'12'04' W. 20.00 feet; Thence N 89'47'56"E. 75.00
feet; Thence S 00'12'04"E. 20.00 feet to the POINT OF BEGINNING.
13. Flood Certification: Subject property lies in Zone X (not a special flood hazard area) according to Federal Emergency Management Agency
FIRM map number 0501810111 F dated October 19, 2001.
14. This survey and drawing complies with the Minimum Technical Standards for the Practice of Land Surveying in the State of Arkansas.
POINT OF COMMENCEMENT AIR Reg. No. 11 BE
SE CDR OF THE E1/2 OF
THE EI/2 OF THE NWI/4 OF
THE NEI/4, SEC 35, T -1-N,
R -113-W. LITU ROCK.
PULASKI COUNTY, ARKANSAS CLOVERDALE
SITE #: LIT -075
JOB NO.: 04190 DRAWN BY: GEB CHECKED BY, TWEIII SCALE: 1' - 2o.
13ROOKS& BROOKS1 INC. DATE: 9/14/2004 RELD BOOK: SEE FILE PARTY CHIEF. SEE FILE DRAWING NO..
PROFESSIONAL SURVEYORS - 720 ENERGY CENTER BOULEVARD, SUITE 503 NORTHPORT, ALABAMA (205)752-5033 1 04198.DWG
1.806-
v
EXISTING CHAIN LINK FENCE
X
EXISTING LP TANK (1/2")
_7
EXISTING GENERATOR
x
EXISTING SHELTER
L
kL
Lffx x x
EXISTING SELF-SUPPORTING TOWER
PROPOSED CRICKET lfx`16""�
LEASE AREA
PROPOSED CRICKET EQUIPMENT--�
fj &V � rce�
POINT OF
COMMENCEMENT
SE CDR OF THE El/2
OF THE El/2 OF THE
NW1/4 OF THE NE1/4,
SEC 35, T -11-N,
R -13-W, LITTLE ROCK,
PULASKI COUNTY.
ARKANSAS
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EXSTING POWER POLE cpn
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AN16 TELCO PEDESTAL
NOTES
1. THE PROPOSED USE WILL NOT REQUIRE FULL TIME OR PART TIME
EMPLOYEES AT THE SITE.
2. ALL OF THE PROPOSED ITEM'S FOR CRICKET's INSTALLATION
SHALL BE FURNISHED. INSTALLATION OF SUCH ITEMS AND MATERIAL
SHALL BE PERFORMED IN ACCORDANCE WITH CRICKET CONSTRUCTION
REQUIREMENTS AND SPECIFICATIONS.
3. FOR SITE WORK GENERAL NOTES: SEE THE FOLLOWING:
"SITE WORK AND DRAINAGE" SHEET GN -1
"SITE WORK GENERAL NOTES" SHEET C-2
4. FOR CONCRETE GENERAL NOTES SEE THE FOLLOWING:
"CONCRETE" SHEET GN -2
5. FOR STRUCTURAL STEEL GENERAL NOTES SEE THE FOLLOWING:
"METALS" SHEET GN -3
TOWER MANUFACTURER DRAWINGS
6. FOR ELECTRICAL NOTES AND SYMBOLS SEE THE FOLLOWING:
SHEET GN -4
SHEET E-1
7. FOR GROUNDING NOTES AND SYMBOLS SEE THE FOLLOWING:
SHEET GN -4
SHEET E_ 4
8. SURVEY INFORMAT10N THIS SHEET IS FOR REFERENCE PURPOSES
ONLY. THE SURVEY AS SPECIFIED ON TITLE SHEET SHALL GOVERN
IF THERE ARE DISCREPANCIES.
10 cc
ARKANSAS "k
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No. 11601 0?;1
5/"l 0-t
0 20 40
i -ma SCALE. 1"=40'
THIS DOCUMENT, AND THE INFORMATION THEREIN,
IS PROPRIETARY AND IS THE PROPERTY OF PBS&J
THIS DOCUMENT IS NOT TO BE USED OR REPRODU�ED
WITHOUT THE WRITTEN PERMISSION OF PBS&J.
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DATE: 9/20/04
joe NO, 251475.38
FX - X - X - x - x
EXISTING LP TANK
EXISTING GENERATOR x
EXISTING SHrUr-M�
EXISTING WOODEN FENCE
L x — x — x
EXISTING SELF SUPPORTING TOWER
CONTRACTOR TO USE EXISTING
COAX CABLE LADDER
PROPOSED CRICKET
COAX ICEBRIDGE PIER (TYP)
(6L)E DETAIL
4 6
06 (g407
S-3 S—,3
EXISTING CHAIN
LINK FENCE
x x — X\
x X
EXISTING CATE
X X
x zz_x — x x — x x
PROPOSED CRICKET 12'xl6"
LEASE AREA
PROPOSED CRICKET EQUIPMENT
DETAIL SITE LAYOUT
PROPOSED CRICKET
TRANSECTOR & METER
RACK SEE DETAIL($
607
:IRC]
6 .-0.
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PROPOSED CRICKET
6'xlO' CONCRETE PAD
SEE DETAIL-- -"\
(405,
SITE WORK GENERAL NOTES
1- THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES (3) THREE
DAYS PRIOR TO THE START OF CONSTRUCTION, AND CONTRACTOR SHALL
COMPLETE THE "REQUIRED LOCATION REQUEST INFORMATION BOX" ON SHEET
LN -1.
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 ENGINEERS. EXTREME CAUTION SHOULD BE USED
BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR
UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING
CREW. THIS SHALL INCLUDE (BUT NOT LIMITED TO) THE FOLLOWING:
A) FALL PROTECTION
B) CONFINED SPACE
C) ELECTRICAL SAFETY
D) TRENCHING AND EXCAVATION
3. ALL SITE WORK SHALL BE CONDUCTED AS INDICATED IN THE PLAN ASSEMBLY
AND AS STIPULATED IN THE CRICKET CONSTRUCTION MANUALS.
4. ANY RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL
BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGALLY PERMISSIABLE
MANNER -
5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY
FROM THE EQUIPMENT AND TOWER AREAS.
6. 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.
7. THE SUB—GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH
UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION.
8. SUBJECT TO THE APPROVAL OF ENGINEER, OWNER AND/OR LOCAL UTILITIES,
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 AND ABANDONED OR OTHERWISE DISCONNECTED AT
POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK.
9. ALL AREAS DISTURBED BY THE WORK AND WHICH ARE NOT COVERED BY
BUILDINGS. FOUNDATIONS, TOWER, CONCRETE OR GRAVEL, SHALL BE GRADED TO
A UNIFORM SLOPE. FERTILIZED, SEEDED, AND COVERED WITH MULCH AS
SPECIFIED IN THE CRICKET CONSTRUCTION MANUAL AND SPECIFICATIONS.
10, CONTRACTOR 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.
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THIS DOCUMENT, AND THE INFORMATION THEREIN,
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THIS DOCUMENT IS NOT TO BE USED OR REPRODUCED
WITHOUT THE WRrITEN PERMISSION OF PBS&J.
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DRAWN BY: JLH
APPROVED BY.-JWW
DATE: 9/20/04
JOB No: 251475.38
r.71
INSTALL NEW 24" ICE
BRIDGE (SUREGRIP, TYP.)
GPS
GROUND ICE BRIDGE
TO POLE (TYP.)
1/2" COAX JUMPERS
WITH DRIP LOOP
ICEBRIDGE MUST EXTEND l'—O"
OVER CRICKET EQUIPMENT
EQUIPMENT
I
0
0
CONCRETE PAD
TWO GROUND LEADS CAD WELDED
TO GROUND RING AND GROUND BAR
ICEBR DGE TO OVERHANG
I (
CRICKET EQUIPMENT
1 1-0.
t #
B 8'-0" MAXIMUM 8'-0" MAXIMUM B
2--6" TYP.
A
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8'-0" MAXIMUM
COAX
GROUND KIT
COAX
GROUND BAR
AT END OF
ICE BRIDGE
A
TYPICAL WAVEGUIDE -'�r
ELEVATION DETAIL r4O6 4�6 6R� J�
SCALE: N.T.S.
SEE SITE LAYOUT FOR LENGTH
SECTION B -B
SCALE: N.T.S.
GROUND LEAD FROM
COAX GROUND KIT
INSTALLED ABOVE 90- BEND
TWO GROUND LEADS CAD WELDED
TO GROUND RING AND GROUND BAR
EXISTING
TOWER
#2 AWG SOLID
TINNED COPPER
WIRE (TWO PLACES)
\_GROUND RING — #2 AWG SBCW
BURIED MINIMUM 2'-6" DEEP
EXOTHERMIC WELD
(CADWELD, TYP)
ALTERNATE ICE
BRIDGE POSTS
CONTRACTOR TO EXTEND ICE
BRIDGE TO TOWER AS CLOSE AS
POSSIBLE WITHOUT RUBBING COAX
ICE BRIDGE
GPS UNIT
too
INSTALL NEW
CIS ICE BRIDGE
COAX
INSTALL NEW
CABLE HANGER
BEVIL TOP OF PIER
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% REGISTERED
DRAWN BY: JLH
% PROFESSIONAL
APPROVED BY.JMW
DATE- 9/20/04
ENGINEER
40
JOB No: 251475.38
11601
N,.
/C
r7
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