HomeMy WebLinkAbout05-11 Design PlanSCOPE OF WORK:
SITE ADDRESS:
LATITUDE:
LONGITUDE:
GROUND ELEVATION:
JURISDICTION:
PROPOSED USE:
PROPERTY OWNER:
NAME OF APPUCANT:
PROPOSED (12) SECTOR ANTENNAS MOUNTED ON A PROPOSED TOWER.
EQUIPMENT SHELTER WILL BE LOCATED AT THE BASE OF THE TOWER ON
A SLAB. SITE IS AN UNMANNED TELECOMMUNICATIONS FACILITY.
575 GLENGARRY RD
WINCHESTER, VA 22603
N 39' 22' 23.071"
W 78' 12' 35.039'
928.8' AMSL
FREDERICK COUNTY
TELECOMMUNICATIONS FACILITY
WOLFE WILLIS R
AT&T MOBILITY
at&t
SHOCKEYSVILLE-WOLFE
PARCEL
10134663_4037
UTILITY INFORMATION
UTILITIES
POWER:
ALLEGHENY
(800) 255-3443
VICINITY MAP
APPLICABLE BUILDING CODES AND STANDARDS
TELCO: VERIZON (800) 483-5000
DRAWING INDEX
REV
DIRECTION:
T-1
TITLE SHEET
2
FROM 7150 STANDARD DR, HANOVER, MD 21076 HEAD SOUTHWEST ON STANDARD DR TOWARD PARKWAY DR 0.4 MI. TURN LEFT AT
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL
PARKWAY DR 75 FT. TAKE THE 1ST RIGHT ONTO PARK CIR DR 0.4 M1. TURN LEFT AT COCA COLA DR 0.3 MI. MERGE ONTO MD -100 W
AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT
VIA THE RAMP TOELLICOTT CITY 7.3 MI. EXIT ONTO US -29 N/COLUMBIA PIKE TOWARD I-70 3.3 ML MERGE ONTO I-70 W VIA THE RAMP
ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
TO FREDERICK 61.1 MI. TAKE EXIT 26 TOWARD ROANOKE 0.9 MI. MERGE ONTO 1-81 S. ENTERING WEST VIRGINIA 17.3 MI. TAKE EXIT 12
A-0
SITE PLAN
2
FOR W VIRGINIA 45 TOWARD W VIRGINIA 9/WINCHESTER AVE/CHARIES TOWN 0.3 MI. TURN RIGHT AT W VIRGINIA 45 W 3.6 MI. TURN RIGHT
BUILDING CODE:
AT W VIRGINIA 45 W/ARDEN NOLLVILLE RD 0.1 MI. TAKE THE 1ST LEFT ONTO W VIRGINIA 45 W 433 FT. TAKE THE 1ST LEFT TO STAY ON,
INTERNATIONAL BUILDING CODE (IBC 2006)
A-1
COMPOUND PLAN & ELEVATION
2
W VIRGINIA 45 W 10.5 MI. CONTINUE ONTO GLENGARY RD/STATE ROUTE 681. ENTERING VIRGINIA 0.3 M1. SITE WILL BE ON YOUR RIGHT
A-2
SHELTER DETAILS
2
ELECTRICAL CODE:
NATIONAL ELECTRICAL CODE (NEC 2008)
A-3
SHELTER DETAILS
2
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS.
o
A-4
SIGHT DISTANCES
2
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
'
A-5
ACCESS ENTRANCE &FENCE
2
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (NSC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION
o
TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA
1
SUPPORTING STRUCTURES:
o
N
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS
1
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE,
AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM
.0
f,
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT
O
N
IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY
'C3" AND "HIGH SYSTEM EXPOSURE'
Y
TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS
r
TELCORDIA GR -1503, COAXIAL CABLE CONNECTIONS
N
m
ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION
C
SITE
�
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS Of CONSTRUCTION, OR
o
OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL
REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
F
a1
.be Haven
N
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3 {'•
NOTES
NOTE: MAGNETIC DECLINATION
- 10' 8'W CHANGING44
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BY 0' 1'W PER YEAR AS OF 07/12/10
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AT&T CONSTRUCTION: _ AT&T RF:
SEE COMPANION PACKAGE FOR
GENERIC DETAILS DOCUMENT
5
# 24782 -432 -A3 -EF -00001
(LATEST REV)''
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AT&T COMPLIANCE: L ESTATE: _
SCALE: 1 "=2000'
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SHOCKEYSVILLE_WOLFE PARCEL
3
2 04-26-11 REVISED FINAL ZONING
CHRISTOPHER D. BC ARCHITECTS ENGINEERS
GMW CDM DM MORIN FALLS CHURCH, VA
GMW CDM D)b
5659 COLUMBIA PIXE, SUITE 101
10134863_4037
1 03-03-11 REVISED FINAL ZONING
No. - 032984
r-
FALLS CHURCH. VA 22041-2868
TEL (703) 671-M
FAX: (703) 671-6300
����
0 08-20-10 FINAL ZONING
A 07-12-10 PRELIMINARY ZONING
GMW CDM TITLE SHEET
GMW CDM C �SS 0-1 .2-G.11
N
S r C h 1 t e C t S
575 GLENGARRY RD
17710SANDAR� 0
�.� DRAWING NUMBER REV
NO. DATE REVISIONS BY CHK APP'D t0lVAL VE BC
I
WINCHESTER, VA 22603
e n g i n e e r S
SCAI F, AS SHOWN nFSIf,NPn
C MORIN nRAWN r,Mw T-1 2
FX---X-X-------X---- -X X X X---X---X- X— X -X—�
x xxx--x---xx x x--x--x--x--xxx--x—xx--xxx--x xxx
� - GROUND FENCE W/
MECHANICAL CONNECTORS
x (TYP. OF 2 PLACES)
GRUB & REMOVE ALL
FUTURE CARRIER I TREES A^'D VEGETATION
x i LEASE AREA I X
WITHIN FENCED AREA
25'-0'
o ROVIDE 100# GEOTEXTILE
FABRIC & #57 STONE
I `� I x WITHIN FENCE AREA
x i L- ---- - -J I x
ROPOSED AT&T
oP� x SHELTER ON AN
11'-5"x20' CONC. PAD
PROPOSED AT&T 170'
MONOPOLE W/ 4' x I x
LIGHTNING ROD I i PROPOSED AT&T (9) ANTENNAS
PROPOSED AT&T I MOUNTED ON A 12' PLATFORM
50'x50'x8' HIGH x I I FUTURE CARRIER SECTOR 2 W/ HANDRAILS
CHAINLINK FENCE & I LEASE AREA 12� x
LEASE AREA (2500
SQ. FT.)
x I i x
cy
U.G. CONDUITS: 1 x
a 2-4' SCH. 40 PVC 11't (POWER)
1 I 1-4" SCH. 40 PVC 16'f (TELCO) – c�
o
U.G. CONDUITS:
x I I y x 1-3/4" SCH. 40 PVC (POWER)
o FUTURE CARRIER ucP c I o
X I LEASE AREA 3'-0" x
I oPROPOSED VERIZON
PROPOSED I I n —1� I MESA CABINET
56'x56'.54' HIGH x i
o NON -ELECTRIFIED X
NNAS
ORM
5 ® 160'
3 ® 150'
3 ® 140'
N 5 -STRAND BARBED i J i
WIRE CATTLE FENCE /
u' (REQUESTED BY x x--xx xxxx xx x z x—x x
a LANDLORD) r + 0 1'_0� PROPOSED AT&T ICEBRIDGE
N --X X X X-- X X X X X PROPOSED AT&T SHELTER
N I X PROPOSED AT&T 4 -GANG
PROPOSED AT&T UTILITY H -FRAME W/
HOFFMAN BOX ON BACK
� 12' ACCESS GATE I I -PROPOSED 8' SECURITY FENCE
3 U.G. CONDUIT:
PROPOSED AT&T 2-4" SCH. 40 PVC (POWER)
20' ACCESS/UTILITY 2-4" SCH. 40 PVC (TELCO)
EASEMENT ----i I TO EXISTING UTILITY SOURCES --
o — PROPOSED CATTLE GATE _ � GROUND
PROPOSED AT&T 12' ACCESS
ELEV. 928.8AMSL
ROAD
I
N
3
0
p
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SCALE IN FEET `
SCALE IN FEET
I
COMPOUND PLAN �i� OF s AEVA30' A21
N 0 5 10 20 30 TRUE NORTH SCALE: 1"=10' A-, 0 15 30 600�r�.
o
0 3 1HRISTOPHER D. BC ARCHITECTS ENGINEERS
SHOCKEYSVILLE_WOLFE PARCEL 2 04-26-11 REVISED FINAL ZONING GMW co
MORIN FALLS CHURCH, VA
1 03-03-11 REVISED FINAL ZONING GMW
FALL COLUMBIA PIKE, SUITE 101 10134863_4037 at8ct No. 032984
FALLS CHURCH, VA 22041-2868 0 08-20-10 FINAL ZONING GMW COMPOUND PLAN &ELEVATION
1EL (703) 671-6000 Oy.I(o.II
co a t C h 1 t e C t S FAX: (703) 671-6300 575 GLENGARRY RD 7150 STANDARD DR A 07-12-10 PRELIMINARY ZONING GMW DRAWING NUMBER REV
WINCHESTER, VA 22603 HAIMR, MD 21076 NO. DATE REVISIONS BY %�jO1VAL E,v��
Mo e ri g 1 ri e e L S SCALE: AS SHOWN DESIGNED C. MORIN DRAWN GMw • • • • • • A-1 2
C
A-2
20'-0"
l 20'-4"
1
0 0
Lq
D i 'oi
A-2 �
------
TELCO ENTRY
3 2
ELEVATION A
a p_Z SCALE: N.T.S. A-2
r�
AT&T EQUIPMENT SHELTER CELLXION SCGW46K, PORT B1 1
SCALE: N.T.S. A -p
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HRISTOPHER D. BC ARCHITECTS ENGINEERS
SHOCKEYSVILLE_.WOLFE PARCEL 2 04-26-11 REVISED FINAL ZONING GMW CDM DM MORIN FALLS CHURCH, VA
5659 COWMBN PIKE, SUITE 101 ���� 1 03-03-i 1 REVISED FINAL ZONING GMW CDM Df�
FALLS CHURCH, VA 22041-2668 10134863_4037 No. 032984
TEL- (703) 671-6000 0 Oa -20-10 FINAL ZONING GMW CDM . L6 11 SHELTER DETAILS
a i C h 1 t e C t S FAX: (703) 671-6300 575 GLENGARRY RD 7150 STANDARD DR A 07-12-10 PRELIMINARY ZONING GMW CDM C ,(per.
6 HANOVER, MD 21076 NO. DATE REVISIONS BY CHK APP'D sI NAL ��G c
O e n 1 n e e 1" S WINCHESTER, VA 22603 s 0 1 DRAWING NUMBER REV
g SCALE: AS SHOWN DESIGNED C. MORIN DRAWN GMW "'"'•' A—Z 7
7- I8'- 11 1/2"
7"
1
3'-6"
IF
NOKIA NOKIA NOKIA NODE B ;; NODE B ;; LTE I FUTURE I
u
BTS II BTS BTS I CABINET 1
L-_JL!---jL--JL__JL__-JL__-1L-_--JDA
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RXAIT PLANT I' SIAD,E911'
j � BATTERY
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1
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3 2
ELEVATION A
a p_Z SCALE: N.T.S. A-2
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SCALE: N.T.S. A -p
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rO ��
HRISTOPHER D. BC ARCHITECTS ENGINEERS
SHOCKEYSVILLE_.WOLFE PARCEL 2 04-26-11 REVISED FINAL ZONING GMW CDM DM MORIN FALLS CHURCH, VA
5659 COWMBN PIKE, SUITE 101 ���� 1 03-03-i 1 REVISED FINAL ZONING GMW CDM Df�
FALLS CHURCH, VA 22041-2668 10134863_4037 No. 032984
TEL- (703) 671-6000 0 Oa -20-10 FINAL ZONING GMW CDM . L6 11 SHELTER DETAILS
a i C h 1 t e C t S FAX: (703) 671-6300 575 GLENGARRY RD 7150 STANDARD DR A 07-12-10 PRELIMINARY ZONING GMW CDM C ,(per.
6 HANOVER, MD 21076 NO. DATE REVISIONS BY CHK APP'D sI NAL ��G c
O e n 1 n e e 1" S WINCHESTER, VA 22603 s 0 1 DRAWING NUMBER REV
g SCALE: AS SHOWN DESIGNED C. MORIN DRAWN GMW "'"'•' A—Z 7
36" (NOTE 5)
-.. 20 -O 43 TIES 0 24" O.C.
A &2 TOP
BOTTOM
FACE OF SHELTER
I T------------------- - - - -t � I � NOTES:
j 1. REFER TO MANUFACTURERS SPECIFICATIONS FOR SITE SPECIFIC CRITERIA:
I I CELLXION 4'-O"L x 4'-D"W
I 3" MIN. BOSSIER CITY, LA
I I
I I (318) 213-2900
W.W.F. 6x6 - W2.5xW2.5
I I 66 #8/#B 2. CONCRETE STRENGTH SHALL BE A MINIMUM OF 4000 PSI.
I I
I j 3. TIE DOWN PLATES, ANCHORS, AND HARDWARE TO BE PROVIDED BY THE 3/4" CHAM.
i/4" PER FT. SLOPE
6" SHELTER MANUFACTURER.
PER Fl- _,x
. =x x- x-x—e -x -x9 ac—x
I I 4. SLAB TO BE LEVEL AND FLAT. SLOPE _ r, • •
L - - - - - - - - - - - - - - - - B -i 5. FOOTING SHALL EXTEND TO DEPTH SHOWN OR BEAR ON SOLID ROCK IF
C ENCOUNTERED DURING EXCAVATION. I 4
MIRAFI 50OX
C SLAB FOUNDATION A 3/4" CHAMFER CON PSI T FABRIC (TYP.) a
SCALE- 3/e'=1'-0' CONCRETE STOOP 4- (MIN.)CRUSHED STONE
GRADE --� ON COMPACTED GRADE
SECTION -A-A"
0
SHELTER FOUNDATION DETAILSg STOOP DETAIL 2
SCALE: N.T.S. A-3 SCALE: N.T.S. p-3
i
BUILDING WALL --
1'-0"
-2" FLAT WASHER
BUILDING FLOOR
3/8"
� 4
a
d
a °
O - USE 3/4" X 2 1/4- N a
BOLTS ON SIDEWALLS; USE a d
5/8" X 2 1/4" BOLTS ON�I)4 REBAR
ENDWALLS- ° d °3 TIE
2" FLAT WASHER-- a O o
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3/4"0 HILTI KWIK BOLT 11 ° Q d d
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TIE DOWN BRACKET 10 HOLE;
4 REQ'D.
SECTION "R -B" SECTION "C -C" TIE DOWN PLATE
N.T.S. N.r.s. SHELTER CONNECTION DETAILS (3_� N.Ts. 5 TH OP
SCALE: N.T.S.
HRISTOPHER D. BC ARCHITECTS ENGINEERS
` v SHOCKEYSVILLE-WOLFE PARCEL 2 04-26-11 REVISED FINAL ZONING GMW CDM CDM MORIN FALLS CHURCH, VA
5659 COLUMBIA PIKE, SURE 101 1 03-03-11 REVISED FINAL ZONING GMW CDM Ojb
FADS C1BIRCH. VA 22041-2666 10134863_4037 at8ct No. 032984
TEL (703) 671-6000 0 oa-zo-lo FINAL ZONING GMW CDM SHELTER DETAILS
FAX: (703) 671-6300 A 07-12-10 PRELIMINARY ZONING GMW CDM C �y.Z(o.11
a r c h i t e r i s 575 GLENGARRY RD 7150 STANDARD DR �'s 1
WINCHESTER, VA 22603 HANOVER, MD 21076 H".
DATE REVISIONS BY CHK APP'D I TjDRAWING NUMBER REVe n g i n e e r s DEONALEA-3 2LE: AS SHOWN SIGNED C. MORIN DRAWN GMW
I
\ 00
—ass
8
x
1 \ ROD ' S TER UTE 681 40 R/W
\
/
- GLENGARYN OAD ' STA ROUTE 681
LENGARY
1
/
CENTERLINE OF
— — _
— I i / PROPOSED ENTRANCE �
SOL = 50C' FRCtd
PROPOSED
I
\ 1
(
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/
_
CENTERLINE OF SDR = 500' FROM
o�PROPOSED ENTRANCE PROPOSED DRIVEWAY
HEIGHT
—875
I'
IN
111
I I I 1 DRNEWAY" HEIGF(T
(
SCALE IN FEET SIGHT DISTANCE PLAN — LEFT 1
SCALE IN FEET
SIGHT DISTANCE PLAN — RIGHT 2
SCALE: 1"=100' 1107 p -q
SCALE: 1"=100' 1107
A-4
SCALE: 1"=50' 24x36
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0 50 100 200
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TRUE NORTH
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886
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0 50 100 200 SCALE: 1"=50' 24x36
SCALE: 1"=50' 24x36
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SHOCKEYSVILLE-WOn PARCEL
3
2
04-26-11 REVISED FINAL ZONING GMW CDM
CHRISTOPHER D.
DM MORIN
BC ARCHITECTS ENGINEERS
FALLS CHURCH, VA
-�f 5659 COLUTA&A PIKE, SURE 101
FALLS CHURCH, VA 22041-2668
10134863_4037
1
03-03-11 REVISED FINAL ZONING GMW CDM
D�b
No. 032984
TEL- (703) 671-60D0
a r C h it e C i S FAX: (703) 671-6300
575 GLENGARRY RD
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7150 STANDARD DR
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08-20-10 FINAL ZONING GMW CDM
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SIGHT DISTANCES
WINCHESTER, VA 22603
HANOVER, MD 21076
NO.
G�
DATE REVISIONS BY CHK APP'D
ONAL
DRAWING NUMBER
REV
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SCALE: AS SHOWN DESIGNED C. MORIN DRAWN GMW
A_4
2
GATE NOTES:
1. GALVANIZE ALL MATERIAL AFTER
8"0 PT WOOD POST
FABRICATION IN ACCORDANCE WITH
ASTM-A53, ASTM-8633, ASTM A392
13 LINE, 12.5 GA
2. CONTRACTOR TO PROVIDE MASTER
8"0 PT WOOD POST WOVEN WIRE MESH,
NON-CLIMB FENCE
LOCK #175 W/ COMBO SET ® 4004
REFLECTOR (TYP.)
6X6 PT WOOD STRETCHER
(PT
6 6
TOP & BOTTOM) AT EACH 8' GALVANIZED WI�DPLATE
1 1/2" STD. PIPE 1.9 OD SIDE OF GATE AND 100' O.C. 1.33 LB/FT 20' O.C.
6"
(WELDED) TYPICAL
SINGLE STRAND BARBED WIRE
IIIIIIJ
`POST FCC SIGN
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ODO
OOO
OOO
- GRAVEL ROAD
LIl-
I GRADE
!I
—
1'-4"0 x 3'-6"
I I II
GONG, PIER (TYP.)
L J
9'x9"xt/4" PL WELD
11'-8"
ELEVATION — GATE & FENCE
SCALE: N.T.S. A-5
3
Q
,-
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PROPOSED 20'
-
ACCESS/UTILITY
- - - . - - -
EASEMENT-
C
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ry
14' FARM GATE
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5' CATTLE FENCE - SEE
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PLAN —
ACCESS ENTRANCE
20
SCALE: 1"=20'r
/7/,
0 10
40 60
TRUE NORTH
_
0
4c-
SHOCKEYSVILLE_WOLFE PARCEL
3
2 04-26-11 REVISED FINAL ZONING
HRISTOPHER D.
MORIN
BC FALLS ARCHITECTS ENGINEERS
FALLS CHURCH VA
-Ja
-
5659 COLUMBIA PIKE, SURE 101
10134863_4037
1 03-03-11 REVISED FlNAL ZONING
No. 032984
.-
c h int
FALLS CHURCH, VA 22041-2868
TEL (703) 671-6000
FAX: (703 671-6300
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7150 STANDARD DR
D 08-20-10 FINAL ZONING
A 07-12-10 PRELIMINARY ZONING
0...
ACCESS ENTRANCE &. FENCE
VAS
HANOJER, MD 21076
BCg
DRAWING NUMBCR REV
WINCHESTER, 603
N0. DATE REVISIONS`�s'IpNAL
E��l
e n e e r s
SCALE: AS SHOWN DESIGNED C. MORIN
DRAWN
A-5 2