HomeMy WebLinkAboutHOUSTON CELLULAR SITE PLANI
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SCALE, 1' = 20'
/ NORTHWEST CORNER
BLOCK 861,�TOWN
OF LaPORTE
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Lot
Fnd. 5/8' I.R.
(N-O.Y, E-1.5')
75 f
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Fnd. 5/8' I.R.
- 78.9' "V=
Fnd. 5/8' I.R.
(E-1.4 )
1I 4I,End Of Asphalt Pavement
WEST G STREET,,-,' 60't TO S.H. 146 (SOUTH)
(603 R.O.W.)tK
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LOT 1 N LOT 32
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WEST-60.00'
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LEGEND
Grate Inlet
Manhole
Anchor
Tele. &/Or Elea Service Pole +
Overhead Electric OH
GENERAL NOTES:
1•! J �IDT b 11�
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' I DECKER McKIM, TRUSTEE
' I ALL OF BLOCK 862
FILE #F720239, F.C. #103-84-0908
CELL SITE 20n7
SEE: SITE DETAIL
1. Site Preparation shall consist of stripping any existing grass, tree roots,
debris, and organic top soil. The exposed subgrade shall be proof -rolled to
detect local weak areas which should be excavated, processed, and recompacted
in loose lifts of approximately eight -inch thickness.
In the floor slab area, subgrade soils and any structural fill shall be compacted
to a minimum of 95% of the maximum standard density (ASTM D-698-78) at a moisture
content within 2% of optimum.
Tree stumps, if present, shall be removed below the floor slab area and the
excavation backfill.
2. Subject Site lies in Zone 'Y' (Areas of 500 Year Flood ) as depicted by Flood
Edge Of Brush
5/8' I.R.
WEST G STR
(ASPHALT)
Insurance Rate Map (F01 CO.) issued by the Federal Emergency Management SITE
DETAIL
Agency, Panel No. 48201C0340 G, Dated September 28, 1990.
3. Location of Utilities is based upon best available information, and prior to „ „
t t• th t t h II f th t 1 1 t' h d SCALE: 1 =10 -0
cons ruc on e con rac or s a verl y e ac ua oca Ions In t e Held.
The least of which shall be by telephoning the Under round Utilities Coordinating
Committee 48 hours prior to excavation on site (713� 223-4567
ELEV.17.40
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ELEV.18.50
CONSTRUCTION NOTES : SEE NUMBERS ON SITE PLAN
1
11'- 3" X 22'- 8" X 10'- 1" Prefab Concrete Shelter.
2
Parking Space (10'x20').
3
Tower : 150', Monopole Tower.
4
Construct Fence to the following requirements: 7 + 1' (9 gauge)
Galy. Chain Link Fence with 2" line post �2 3/8" 0.D.), 2 1/2 corner
post (2 7/8" O.D.), 4" gate post (4 1/2 O.D.), 1 1/4" top rail and with
A #7 galy. wire at the bottom. Include A 16' gate of similar construction
with H.D. hinges and latch assembly (Fulcrum #2436 or equal). All tubing
shall be schedule 40 pipe.
(See Details Sheet 2).
5
Power Pole: 30' with meter and 200 AMP. disconnect. Set power pole
5' below grade. Equip for 200 AMP., 240 VAC, single phase service.
6
Telephone Service Conduit: 1 each, 2 1/2" dia. rigid P.V.C., SCH. 40,
buried 12" below grade.
7
Electric Service Conduit: 1 each, 2" P.V.C. rigid conduit, SCH. 40, buried
24" below grade.
8
Building/Tower RingGround: fl2 B.T.C. wire buried 30" below grade
cad welded to 5/8" dia. x 8 copper plated ground rods spaced 12' (min.),
17' (max.) on centers.
9
Tower Ground: Mechanically ground tower using #2 solid B.T.C. wire cad welded
to A 5/8" dia. x 8' copper plated ground rod of the Building/Tower Ring Ground.
10.
Fence Ground: ground to Building/Tower Ring Ground at two places with
#2 solid B.T.C. wire attached with double hole lugs and cad welded to 5/8"
dia. x 8' Ig. copper plated ground rods of the Building/Tower Ring ground.
11.
Fence Corner Ground: at each corner use #2 B.T.C. wire attached with
double hole lugs and cad welded to A 5/8" x 8' Ig. copper plated ground rod.
12.
Gate Post Ground: at each post use #2 solid B.T.C. wire attached with
double hole lugs and cad weld to 5/8" x 8' Ig. copper platted ground rod.
Provide a flat braided copper ground strap between post and gate.
13.
Driveway: 2" H.M.A.C. Over 6" Compacted Crushed Limestone (See Detail Sheet 2).
14,
P.V.C. junction box (1 required).
15.
Equipment Shelter coaxial cable ground, Electrical service ground, Tower coaxial
cables ground and L.P.G. tank ground: ground wire in 1 1/2" P.V.C. conduit,
SCH.40, buried 30 " below grade.
16.
1/4" copper ground bar for coaxial cables (2 required)
17.
Gas Line to Generator: 3/4" black pipe, SCH. 40 primed and wrapped
with under ground tape, and tested in place, (Demand at generator =
733,000 btu./Hr.). Bury gas pipe 18" below finished grade.
18.
L.P.G. Gas Tank : 500 gallon tank with 400 gallons of L.P.G.
19.
L.P.G. Tank Reinf. Conc. Foundation : (See Detail Sheet 2).
20.
Site Preparation: (See General Note 1 this Sheet).
21.
Surfacing Site: Strip and Clear site to specs. grade, compact, then cover
with "Amco CEF 2000" woven geotextile fabric or equivalent, and fill with
4" crushed limestone base material. Compact base and fill with 2" of 3/4"-
1" clean white rock or gravel.
22.
Standby Generator Ground : use #2 B.T.C. wire cad welded to A 5/8"x 8'
long copper plated ground rod of the Building /Tower ground ring.
E
E
T 23.
Standby Generator (L.P.G. fueled), 45kw., 200 AMP. , in all - weather
enclosure.
9,
0. 00,
28. 00' 20. 00' 12, 00,
Al
PROP. 24" R.C.P.
CULVERT
E Ditch 13 1
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off EAS -60.00'//! Ah o
18 5
19 I 12
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LOT 32
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Z i TOP OF SLAB l 3
I � ELEV. 20.00
I- FINISHED FLOOR
LOT 31 u ELEV. 20.33
16 9
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.................................
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W 0.00'
10.33' 7, 00' 2267
60.00'
LOT 30
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ELEV.17.40
( ( T.B.M.
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E=13.77
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VICINITY
MAP
N.T.S.
KEY
MAP 580 -
A
IQUIN006W"ON
REF. B.M.: HARRIS COUNTY FLOOD CONTROL DISTRICT
DISK IN CONCRETE, A 104-07-B.M. 03 LOCATED IN
WALK AT CENTERLINE OF DOWNSTREAM SIDE OF
EASTBOUND BRIDGE ON FAIRMONT PARKWAY AT
DRAINAGE DITCH
ELEV.=21.21 (1973 ADJUSTMENT)
T.B.M. W:SET "X" CUT ON TOP OF 18" RCP
LOCATED ® THE NORTHEAST CORNER OF
LOT 32, BLOCK 282
ELEV.=15.47
TOWER COORDINATES : ( U.S.G.S. )
LATITUDE : 29° 39' 22"
LONGITUDE 95° 02' 02"
iP JOSEPH S. ABBOUD
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�t+�1o. 69894 : �tL 00
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THE SEAL APPEARING ON THIS DOCUMENT
WAS AUTHORIZED BY JOSEPH S. ABBOUD, P.E.
69894 ON
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NO. DATE I REVISION AAPPRV.
iQ 8/21/95 REVISED WIDTH OF DfUWWAY
REVL4ED REAR sr cx
-Houston Cellular Telephone Co.
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SITE PLAN
FOR
CELL SITE No. 287
1501 WEST G STREET
LA PORTE, TEXAS 77571
DESIGNED BY. F.P.Y. DATE: MAY 31, f995 S 1
E of
APPROVED BY.• J.S.A. AS NOTED T 2
ONE HEST LOOP SOUTH Cr-� On c®Itur:�
SUITE 300 �l1VV�Vi// �i1�
HOUSTON, TEXAS 77027
(713) 850 - 9933 TELEPHONE COMPANY
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