HomeMy WebLinkAboutSDP200700118 Plan - Approved 2008-06-05veriZon wireless
DIRECTIONS TO SITE
FROM 1831 RADY COURT IN RICHMOND:
TAKE MAGNOLIA TO 1 -64 AND GO WEST FOR 74 MILES TO EXIT 118A, US- 29S /MONACAN TRAIL RD TOWARDS
LYNCHBURG. GO 10.
7 MILES AND TURN LEFT ONTO THACKERS LANE. GO 0.
1 MILES AND TURN RIGHT ONTO GRAVEL
ROAD AT 4291 THACKERS LANE. SITE LOCATED AT THE REAR OF THE PROPERTY
THACKERS LANE
CENTRAL VIRGINIA ELECTRIC COOPERATIVE (CVEG): I MAWYER PROPERTY
CONTACT CUSTO
TE
LEPHO:
1 36
SERVICE
4921 TRACKERS LANETELEPHONE: 1 -
600 36832
TELEPHONE COMPANY:
EMBARO: NORTH GARDEN, VA 22959
CONTACT-
C=
PROJECT DESCRIPTION:
INSTALLATION
TELEPHONE: 1
OF 13 I' A.
G.
L. MONOPOLE,
Submittal Type COMPOUND AND OPERATION OF
Reviewed and Approved by the
ANTEN
NAS AN D ASSOCIATED EQU I PM ENT
Community Development Department
Date IN A RAW-
LAND
LEASE AREA
File# 2 WORKING DAYS
BEFORE YOU DIG
1- 800 -552 -7001
e TOLL FREE
E 1 — —
MISS UTILITY
ACQUISITION MANAGER:
r , y e
PHONE NUMBER
01: •r
CONSTRUCTION MANAGER:
rr
PHONE NUMBER
29
RF ENGINEERING:SIGNATURE PHONE NUMBER DATE
NETMORK OPS MANAGER:SIGNATURE PHONE NUMBER
N
IIIIIiaSITE
804) 310 -5103
TELEPHONE:
FAX NUMBER:804 321 -0398
r
RA, EC
ALBEMARLE COUNTY
MAGISTERIAL DISTRICT
dor?
PARCEL ID j 09800000002200
SITE TYPE RAWLAND
LOCAL
MONOPOLE
SCALE: I 2,
000'
131' A.
G.
L.
VJ111teCall bad
3,
600
SF
AREA OF LAND
E -2
Carrsbieelc
2,
547
SO FT.
1GrdefiWOQaGJ,-- _ -
37' 56' 00.
69'
N
LONGITUDE:
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THACKERS LANE
CENTRAL VIRGINIA ELECTRIC COOPERATIVE (CVEG): I MAWYER PROPERTY
CONTACT CUSTO
TE
LEPHO:
1 36
SERVICE 4921 TRACKERS LANETELEPHONE: 1 -600 36832
TELEPHONE COMPANY:
EMBARO:
NORTH GARDEN, VA 22959
CONTACT-
C= PROJECT DESCRIPTION:
INSTALLATION
TELEPHONE: 1
OF 13 I' A.
G.
L. MONOPOLE,
Submittal Type COMPOUND AND OPERATION OF
Reviewed and Approved by
the
ANTEN NAS AN D ASSOCIATED EQU I PM ENT
Community Development Department
Date IN A
RAW-
LAND LEASE AREA
File# 2 WORKING DAYS
BEFORE YOU DIG
1- 800 -552 -7001
e TOLL FREE
E 1 — —
MISS UTILITY
ACQUISITION MANAGER:SIGNATURE PHONE NUMBER DATE
CONSTRUCTION MANAGER:SIGNATURE PHONE NUMBER DATE
RF ENGINEERING:SIGNATURE PHONE NUMBER DATE
NETMORK OPS MANAGER:SIGNATURE PHONE NUMBER GATE
REV.. NO.DESCRIPTION BY DATE REV. NO.
4 _
5\g \
7 —
DESCRIPTION
TIER II PWSF SUBMITTAL
TIER It PWSF SUBMITTAL
PRELIMINARY CONSTRUCTION DRAWINGS
FINAL CONSTRUCTION DRAWINGS
BY
SPP
SPP
SPP
JYY
DATE
10/
11/07
11/
14/07
02/
22/08
03/
20/08
Z0 ISSUED SURVEY SHEET SPP 8/
01/07
A , REVISED SURVEY SHEET SPP 8/
06/07
2 PRELIMINARY ZONING DRAWINGS SPP 9/
07/07
3 FINAL ZONING DRAWINGS SPP 9/
25/07
CONSULTING TEAM
ARCHITECTURE AND ENGINEERING:
CLARK NEXSEN
5510 CHEROKEE AVENUE, SUITE -110
ALEXANDRIA, VA 22312
PROJECT MANAGER: DUSTIN Y. VOON, PE
TELEPHONE: (703) 256-
3344
FAX NUMBER: (703) 256 -6622
SURVEY:
HAYDEN FRYE AND ASSOCIATES, P.
C.
612 NEVAN RD. # 108
VIRGINIA BEACH, VA 23451
CONTACT: HAYDEN FRYE, LS
TELEPHONE: 757 491 -7228
FAX NUMBER: 757 491 -7229
1.
1
S
CLARK NEXSEN
6160 KEMPSVILLE CIR, SUITE -2DOA
NORFOLK, VA 23502
CONTACT. JAMES E. SPADY, PE
TELEPHONE: (757) 455 -5800
FAX NUMBER: (757) 455 -5638
GEOTECHNICAL ENGINEERING:
SITE INFORMATION:
THACKERS LANE
GER
4921 TRACKERS LANE
2712 SOUTHERN BLVD.
NORTH GARDEN, VA 22959
VA BEACH, VIRGINIA 23452
APPLrANT INFORMATION:
CONTACT:CHAS CRAWLEY
TELEPHONE:757) 463 -3200
FAX NUMBER:757) 453 -3080
PROJECT SUMMA"
SITE INFORMATION:
THACKERS LANE
PROPERTY OWNER:
VIOLET P. MAWYER
4921 TRACKERS LANE 6093 PLANK ROAD
NORTH GARDEN, VA 22959 AFTON, VA 22920
APPLrANT INFORMATION:
C -1
VERIZON WIRELESS
C -IA
1831 RADY COURT
C -18
RICHMOND, VA 23222 VINCENT CRUTECONTACT:804) 310 -5103
TELEPHONE:
FAX NUMBER:
804 321 -0398
PROJECT DATA
ZONING RA, EC
JURISDICTION ALBEMARLE COUNTY
MAGISTERIAL DISTRICT SAMUEL MILLER
PARCEL ID j 09800000002200
SITE TYPE RAWLAND
TOWER TYPE MONOPOLE
TOWER HEIGHT 131' A.
G.
L.
LEASE AREA 3,
600 SF
AREA OF LAND
E -2
DISTURBANCE 2,
547 SO FT.
2C) GEOGRAPHIC COORDINATES:
LATITUDE:37' 56'
00.
69' N
LONGITUDE:7B' 40' 09.
55' W
GROUND ELEV (AMSL):855.
18'
ADA COMPLIANCE:
FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION.
SITE WILL NOT BE SERVED BY COUNTY SEWER OR WATER.
5510 CI DDME AVENUE SUITE I
ALDW4DRK VIRGINIA 223
703.
256.
3344 FAX 703}
2546!
vlerim wireless
1831 RADY COURT
RICHMOND, VA 23222
H O!
F
J TINY
Lic. No. 042897 Y
ONAL
111E 114104
TRACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARL.
E
COUNTY
IIfl
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TTV DATE
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SHEET INDEX
SHEET:DESCRIPTION
T -1 TITLE SHEET
T -2 LEGEND AND ABBREVIATIONS
C -1 SURVEY AND SITE PLAN
C -IA ENLARGED SITE SURVEY
C -18 AREA MAP
C -2 ENLARGED SITE PLAN
C -2A GRADING PLAN
C -2B EROSION 3 SEDIMENT CONTROL
02 /n/
DETAILS do SPECIFICATIONS
C -3 ELEVATION VIEW
C -4 CIVIL DETAILS
A -1 SHELTER ELEVATIONS
S -1 FOUNDATION PLAN
S -2 FOUNDATION DETAILS
S -3 STRUCTURAL DETAILS
E -1 ELECTRICAL SITE PLAN
E -2 POWER LEPHONE RISER DIAGRAM
ELE ICAL DETAILS
E -3 ELECTRICAL GROUNDING PLAN
SHEET TOTAL:
17
5510 CI DDME AVENUE SUITE I
ALDW4DRK VIRGINIA 223
703.
256.
3344 FAX 703}
2546!
vlerim wireless
1831 RADY COURT
RICHMOND, VA 23222
H
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F
J TINY
Lic. No. 042897 Y
ONAL
111E 114104
TRACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARL.
E COUNTY
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TTV DATE
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TITLE SHEET
SHffTNO--
T -I
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9/
01/07EDSURVEYSHEET9/09/07
MIRARY ZONING DRAWINGS 9/
07/07
ZONING DRAWINGSf 9/
25/07
M PWSF SUBMITTAL 10/
11/07
ER 11 PWSF SUBMITAL 11/1./07
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1 CONSTRUCTION OWLS 03/
20
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V
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F
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TEMPORARY BENCHMARK
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GPS
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GLOBAL POSITIONING SYSTEM
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WITH GRAVEL MONOPOLE
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WO HARDWOOD
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ur
4921 TRACKERS LANEHEIGHT
HEATI VENTILATION AND AIR CONDITIONING
XFRM TRANSFORMER
TREE NORTH GARDEN, VA0INSIDEasINNANGLE22959
INFO
WS
INFORMATION
AL.
BEMARLE COUNTY
KW
INSULAT
KILOWATTS
AND
DEMOLITION
Dot IVY
LB(
S)
POUND(
S)4 CENTER UNE
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10A7MECHMECHANICAL
MTL
MFR
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MANUFACTURER
O AT COM NO
SUBMITTA SMGRMANAGERjNUMBERWINMINIMUMSypDeompTIO DATEMISCMISCELLANEOUS
0 0 suxvEV SHEET 6/
01/07MPHMMESPERHOUR
SURVEY SHEET aWTDMOUNTED
UWOM ZONING DRMWM 9/
07/07
J/
Al N Pwsf sUmmi-
a II PWSE SUBMRTAL
l
a Al = REVISION ELEVATION f NORTH ARROW M CONSTRUCTION DMS
NOTE REFERENCE
REFERENCE 7 CONSTRUCTION owcs
S}
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NN•
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LEGEND
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DETAIL
1 = SECTION a + = NORTH ARROW ANDT -2 REFERENCE
REFERENCET -2 WITH raN ABBREW IONS
DETAIL REFERENCE
1
T -2
sF
r No:
ABBREVIATIONS & SYMBOLS LIST LEGEND T-
2
ELIZABETH SUE ANN MAWYER
DB 2108 PG 215 , - - - - -- - fir - ------- - - - - -
098000000021AO ( WILLIAM IVAR MAWYER
2.
00 ACRES \ \ DB 2108 PG 215
ZONE RA 1_ \ / 09800000000900
14.
18 ACRES
ZONE RA
DAVID O '_In'
KE /
DB 1976 PG 213
09800000002` 80
1. 42 ACRES
ZONE
VIOLET P MAWYER /
DB 451 PG 281
HAROLD E & / / f'
96S 09800000002200
MARY S `HACKER I 3• 48.
83 ACRES /
DB 586 PG 220 s ZONE RA
09800000002 I / I
2.
63 ACRES /
ZONE RA.
I , yea I
f, COOK MOUNTAIN LLC
DB 1883 PG 34_T
09900000003100
298..
2AC ES
ACCESS EASEMENT LINE TABLE
LINE LENGTH BEARING
U 46.82 56 30'4YE
L2 94.68
S8Y5O'44'E
L3 129.56
6'
45'44 - E
L4 2991 7' '
L5 26.32 N 11W
L6 56.14 N14' '16'
L7 20.
00 57S05
Lb 52.
45
14'
48'
16'
W
L9 35.
44 E
L10 28.
93
140.
05
U 1 129.
21
78.
45
L12 94.31
MN"
24".-
074"(
350-WL1343.11
263.
44
L14 34.
85
41.51
LEASE AREA LINE TABLE
LINE I LENGTH BEARING
L15 20.00 147 '05'
15w
L16 60.
00
414'
54'45'
L17 60.
00 S75' 5'
15
L16 fi0.
00
S14'54'45^N
09 40.
00 475' 05'15'W
CURVE TABLE
CURVE LENGTH RADIUS
Ci 48.
31 106.91
C2 51.
83
927.56
C3 74.37
61.
51
C4 99.
86
243.
44
C5 5805 73.71
C6 54.
53
56.
45
C7 52.
43
120.
05
C8 61.
62
335.
04
C9 78.
45
355.
06
C10 61.
17
140.
05
CI1 72.05 78.
45
C12 42.
07 53.71
C13 107.
68
263.
44
C14 47.14 41.51
C 50.
71 907.56
C16 8.
52
126.
91
BELFRY HOLDINGS INC
DB 2589 PG 741 \
09800000002300 I ) i
117L A LIFE ES
P, T
LHTLEPAGE LIFE
62
538 14 ACRES
ZONE RA
UB i PG 662 l \ /
098000GOD021QQ - - - - - - - - - - - - - - - - - - - - - - - - /
4.
12 ACRES
ZONE RA
i
i
i
P/
P
s '
YON(
F) ;
MON
s
P/
P
SURVEY NOTES
1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY
PERFORMED BY HAYDEN FRYE AND ASSOCIATES, INC., VIRGINIA BEACH,
VIRGINIA ON 7/
27/
07. METES AND BOUNDS WERE DERIVED FROM A
PREVIOUSLY ISSUED SET OF DRAWINGS BY PA70N HARRIS RUET AND
ASSOCIATES, 11/
18/
04 REVISION 2. NO BOUNDARY SURVEY WAS
PERFORMED BY HAYDEN FRYE AND ASSOCIATES, INC.
2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT
2771 -00525 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED
7/
24/
07.
3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE
MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE
FREE FROM FLOODING OR DAMAGE.
5. THIS SITE APPEARS TO BE LOCATED IN THE F.
I.
R.
M.
ZONE "X" AS SHOWN
ON COMMUNITY PANEL NUMBER 51003C 0400 D EFFECTIVE DATE 2/
04/
05.
6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY HAYDEN FRYE AND
ASSOCIATES, INC.
7, MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH.
MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED.
8. NO WETLAND AREAS HAVE BEEN DELINEATED,
9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM
SURFACE EVIDENCE.
10. THE TEMPORARY BENCHMARK IS NAIL SET. ELEVATION = 857.
69'.
11. PROPERTY LINES DRAWN FROM TAX MAP & EXISTING NTELOS PLANS FOR
CV644 DATED 11/
08/
04.
PROPOSED MONOPOLE, HEIGHT =131' A.G.L
NAD 1983
LATITUDE: 37' 56' 00.
69"
N
LONGITUDE: 78' 40' 09.
55"
W
NAVD 88 ELEVATION: 855.
18'
PORTION OF PROJECT PARCEL 15
LOCATED WITHIN THE MOUNTAIN
OVERLAY DISTRICT. SITE AREA IS NOT
LOCATED WITHIN MOUNTAIN OVERLAY
DISTRICT.
THIS SITE IS NOT LOCATED WITHIN ANY
AREA DESIGNATED AS AN AGRICULTURAL
OR FORESTAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN
COUNTY DESIGNATED CONSERVATION
EASEMENT. ADJACENT PARCELS SOUTH
AND EAST OF PROJECT PARCEL ARE
COUNTY DESIGNATED CONSERVATION
EASEMENT.
rXISTING
BUILDINGS
EXISTING
BOIL DING
SITE IS ACCESSED FROM DEAD END PUBLIC
ROAD WITH 310' + VISIBILITY IN BOTH
DIRECTIONS.WOODED AREA
EX. 'REF (iYP)
SET
LTION = 857.
69'
EXISTING PWSF
FOR 24• X 36 PLOT - 1 • = 6D' 0 60' 120'
SURVEY AND SITE PLAN FOR 11 X 17 PLOT - 120'
WOODED AREA THIS SITE IS LOCATED WITHIN SOUTH
FORK HARDWARE RIVER WATERSHED.
5510 CHEROKEE AVENUE SUITE I
AUX INDRVA,
VIRGINIA223
703.
256.
3344 FAX703-
256.
61
venZW wireless
1831 RADY COURT
RICHMOND, VA 23222
KI_ /- f
ly
1 , • y
Lic No. 042897 a
5
J 2
y0
1-
SS /
ONAL E
G
SITE INFO
TRACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
DESIGN: m
DRAWN: AW
S"
TTV DATE 711607
SYM.
1 D13C WTIOA4 I DATE
I EVISED SURVEY SHEET 1 6/06/07
x REUMINARY ZONING DRAWINGS 9/
07/
07
A, INAL ZONING DRAWINGS 9/
25/
07
NEW VERIZON WIRELESS 60' X 60'
I
5
LEASE AREA.
O
e
NEW VERIZON WIRELESS NON- EXCLUSIVE
20' WIDE INGRESS /EGRESS AND UTILITY O
Q
EASEMENT.
03/20/08
F3 BEGIN NEW ROAD IMPROVEMENT. SEE Q
9-
EET
114 r
DETAIL 2, SHEET C -4.
i
P/
P
s '
YON(
F) ;
MON
s
P/
P
SURVEY NOTES
1. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY
PERFORMED BY HAYDEN FRYE AND ASSOCIATES, INC., VIRGINIA BEACH,
VIRGINIA ON 7/
27/
07. METES AND BOUNDS WERE DERIVED FROM A
PREVIOUSLY ISSUED SET OF DRAWINGS BY PA70N HARRIS RUET AND
ASSOCIATES, 11/
18/
04 REVISION 2. NO BOUNDARY SURVEY WAS
PERFORMED BY HAYDEN FRYE AND ASSOCIATES, INC.
2. THIS DRAWING WAS PREPARED WITH REFERENCE TO TITLE REPORT
2771 -00525 PREPARED BY CHICAGO TITLE INSURANCE COMPANY DATED
7/
24/
07.
3. PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
4. FLOOD ZONE DETERMINATION IS BASED ON THE FLOOD INSURANCE RATE
MAPS AND DOES NOT IMPLY THAT THE PROPERTY WILL OR WILL NOT BE
FREE FROM FLOODING OR DAMAGE.
5. THIS SITE APPEARS TO BE LOCATED IN THE F.
I.
R.
M. ZONE "X" AS SHOWN
ON COMMUNITY PANEL NUMBER 51003C 0400 D EFFECTIVE DATE 2/
04/
05.
6. NO SUBSURFACE INVESTIGATION WAS PERFORMED BY HAYDEN FRYE AND
ASSOCIATES, INC.
7, MERIDIAN SOURCE FOR THIS SURVEY IS BASED UPON GRID NORTH.
MAGNETIC DECLINATION IS COMPUTED AND NOT OBSERVED.
8. NO WETLAND AREAS HAVE BEEN DELINEATED,
9. ALL PHYSICAL EVIDENCE OF UTILITIES SHOWN ON THIS SURVEY IS FROM
SURFACE EVIDENCE.
10. THE TEMPORARY BENCHMARK IS NAIL SET. ELEVATION = 857.
69'.
11. PROPERTY LINES DRAWN FROM TAX MAP & EXISTING NTELOS PLANS FOR
CV644 DATED 11/
08/
04.
PROPOSED MONOPOLE, HEIGHT =131' A.G.L
NAD 1983
LATITUDE: 37' 56'
00.
69" N
LONGITUDE: 78' 40'
09.
55" W
NAVD 88 ELEVATION: 855.
18'
PORTION OF PROJECT PARCEL 15
LOCATED WITHIN THE MOUNTAIN
OVERLAY DISTRICT. SITE AREA IS NOT
LOCATED WITHIN MOUNTAIN OVERLAY
DISTRICT.
THIS SITE IS NOT LOCATED WITHIN ANY
AREA DESIGNATED AS AN AGRICULTURAL
OR FORESTAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN
COUNTY DESIGNATED CONSERVATION
EASEMENT. ADJACENT PARCELS SOUTH
AND EAST OF PROJECT PARCEL ARE
COUNTY DESIGNATED CONSERVATION
EASEMENT.
rXISTING
BUILDINGS
EXISTING
BOIL DING
SITE IS ACCESSED FROM DEAD END PUBLIC
ROAD WITH 310' + VISIBILITY IN BOTH
DIRECTIONS.WOODED AREA
EX. 'REF (iYP)
SET
LTION = 857.
69'
EXISTING PWSF
FOR 24• X 36 PLOT - 1 • = 6D' 0 60' 120'
SURVEY AND SITE PLAN FOR 11 X 17 PLOT - 120'
WOODED
AREA THIS SITE IS LOCATED WITHIN SOUTH
FORK HARDWARE RIVER WATERSHED.
5510 CHEROKEE AVENUE SUITE I
AUX
INDRVA,
VIRGINIA223
703.
256.
3344 FAX703-
256.
61
venZW wireless
1831 RADY COURT
RICHMOND, VA 23222
K
I_ /- f
ly
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Lic No. 042897 a
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SITE INFO
TRACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
DESIGN: m
DRAWN: AW
S"
TTV DATE 711607
SYM.
1 D13C WTIOA4 I DATE
I EVISED SURVEY SHEET 1 6/06/07
x REUMINARY ZONING DRAWINGS 9/
07/
07
A, INAL ZONING DRAWINGS 9/
25/
07
SURVEY
AND
SFE PLAN
C- I
v ov
ER 11 PWSF SUBMITTAL 10/
11/07
5 IER II PWSF SUBMITTAL 11/
14/07
e REUM CONSTRUCTION DWGS D2/
22/0
VIAL CONSTRUCTION DWGS 03/20/08
W REVISED FOUL CONSTRUCTION DWGS 5/
23/08
9-
EET 114 r
SURVEY
AND
SFE PLAN
C- I
v ov
NOTE - ALL UTILITY LINES ARE
PROPATELEPHONE
UN
UNDERGROUND WITHIN THE UTILITY ANMENT
SHOWN ON THE PLAN AND INDICATED E #4,
FINAL LOCATION OF UTILITY LINES WILED BY
THE COMPANIES PROVIDING ELECTRICANE
SERVICES.
24" YELLOI4
1?" rC4LCW POPLAR (228)
24" OAK (226)
i v ; s'
5" YELLOW POPLAR (224) _ 7
12` PINE (227)
ti
0
l
EXISTING
EQUIPMENT BUILDING
1
10" YELLOW POPLAR (232) 18` YELLOW POPLAR (233) \
LOW POPLAR (238) REFERENCE TREE
i i
Al
i
235)
1
i
18" YELLOW POPLAR (2;
4)
30" CBL YELL
t'/ POPLAR (236)
50' RADIUS FROM
CENTER OF TOWER
FIELD STAKE I 1
A
TYP OF 5) 26 YELLOW POPLAR (257)
4" MAPLE (222)
I
h
I
I
k` I
j PA, I
1 )
2' YELI OY1 POPLAR (220)
I 1
4
I
I I
I 1
j I /12" YELLOW PO
AR12i6) TBM
7
L-=^
NAIL SET
4' MAPLE(
218) - \ i i 7 ' ELEVATION = 857.
69'
I /
Y
EXISTING TOWER
HEIGHT =474 93' ASdfL
12035' AGL
EXISTING TOWER— ®
X,1
DEAD TREE (214)
L
ENLARGED SITE SURV
EXISTING
RETAINING VIA, i
15' 1ELL 9W POPLAR(
212) —'
FOR 24' X 36' PLOT - 1" = 10' 0 10'
FOR 11" X 17" PLOT - 1" = 2D' M%
VT&W'
AREA CALCULATIONS
CONSTRUCTION NOTES
F1 NEW VERIZON WIRELESS 3,
600 SF LEASE AREA.
O
2 NEW VERIZON WIRELESS MONOPOLE TOWER,
SEE ELEVATION VIEW, SHEET C -3.
NEW VERIZON WIRELESS NON - EXCLUSIVE 20' WIDE INGRESS /EGRESS
AND UTILITY EASEMENT, SEE SHEET C -1 FOR CONTINUATION.
4 NEW GRAVEL ACCE55 ROAD. SEE DETAIL 2, SHEET C -4.
F5 THE 36' YELLOW POPLAR IS THE REFERENCE TREE AND THE PROPOSED
MONOPOLE IS WITHIN 22'
1 OF ITS DRIPLINE.
TREE COUNT
NUMBER SPECIES CALIPER CANOPY HEIGHT AGL HEIGHT
212)YELLOW POP 15'936' AMSL 92'
214)DEAD TREE N/
A N/
A N/
A
216)YELLOW POP 12'931' AMSL 83'
218)MAPLE 4'8B5' AMSL 43'
220)YELLOW POP 12 950' AMSL 100'
222)MAPLE 4'885' AMSL 35'
224)YELLOW POP 5'905' AMSL 57'
226)OAK 24'947' AMSL 106'
227)PINE 12'929' AMSL 85'
0 (
228)YELLOW POP 12'947' AMSL 97'
230)YELLOW POP 24'953' AMSL 103'
YELLOW POP 10"957' AMSL 98'
233)YELLOW POP 18"957' AMSL 98'
234)YELLOW POP 18'953' AMSL 95'
p (
232)
235)YELLOW POP 24'950' AMSL 93'
236)DBL YLW POP 30"957' AMSL 105'
237)YELLOW POP 26'952' AMSL 97'
238 YELLOW POP W.977' AMSL 11d
TOTAL TREES TO BE REMOVED: 9
NOTE: PLEASE SEE PLAN NOTE
NOTE: REFERENCE TREE IS IDENTIFIED ABOVE IN BOLD
EXISTING SF IAC)
IMPERVIOUS 13,
950 SF (0.
32 AC)
PERVIOUS. 2,
113,085 SF (48.
51 AC)
TOTAL AREA 2,
127,035 SF (48.
83 AC)
PROPOSED SF (ACl NEW SF (AC)
2,
547 SF (0.
06 AC) 16,
497 SF (0.
38 AC)
2,
110,538 SF (48.
45 AC)
EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING
TREES,
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR
COMPENSATION OF DAMAGED TREES.
5510 CHEROKEE AVENUE SUfTE 110
ALE ONDRA VIRGINL4 22312
703.
256.3344 FAX703456
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verist wireless
1831 RADY COURT
RICHMOND, VA 23222
K OHof,
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Lic. No. 042897 a
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THACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
DaKN1: 1'
ppAwr,
L• NW
REVIEW. S"
TTV GATE: 711447
COMM. NO. 1567] fIG
SUBMITTALS
5— DBDWT1JN DATE
EIASED SuRJEY SHEET 8/
06/0
REUMMRV ZONING DRAWING5 9/
07/0
R1AL ZONING DPAWNGS 9/
25/0
A. TIER 11 PWSF suBMRTAL 10 /n /c
s 71ER 11 PWSF SUBMITTAL 11 /14/(
e REUM CONSTRUCTION OWGS 02/
22/(
NAL CONSTRUCTION DWGS I 03/20/c
1 e RMSED nW CONSTRLMN OKS 1 572310
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ENLARGED
SITE
SURVEY
NOTE - SITE SHALL BE MAINTAINED IN ACCORDANCE WITH A 94ET^ 1O4
TREE CONSERVATION PLAN TO BE PREPARED BY A CERTIFIED
C-ARBORIST, AS REQUIRED BE SEC, 5.
1,
40(
C)(4).
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1831 RADY COURT
RICHMOND, VA 23222
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Uc. No. 042897 a
GFSS /
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THACKERS LANE
RAWLAND
MONOPOLE
4921 THAOM LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
DBKft
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n sum SURVEY S, °/
SURVEY SMELT 6/
08/
ZM04 DRAWNICS 9/
07,
20NWC WRINGS 9 /23 ,
q it PWSF SUBMITTAL 10/
71
11 P'FSE SUBMITTAL 11/
1,
S
a M CONSTRUCTION °rNCS 02/
2'
T °IAL CONSTRUMION ONCS 01 2
gEEf wMe
AREA M"
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AREA MAP
TEED STAKE
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5'
ISTING YELLOW POPLAR SITE NOTES
RE RENCE REE
1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY
UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA OF
CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. BEFORE YOU DIG, CALL 'MISS UTILITY' AT
1 -800- 552 -7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY
O O EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF
CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ARE FUNCTIONING AS INDICATED.
j
3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED.
4. ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED TO RESTORE A
PERMANENT VEGETATIVE COVER. SEE PERMANENT SEEDING SCHEDULE, SHEET C -28.
5
r
A)
1 1 I
1
1 2
1 1
1 1
111, ,1
1 1
11
1
1 1
1
1
1
1 2 1 1
1
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1 FOR 1 = 50 0
ENLARGED SITE PLAN 1' X 17' PLO — 1'
5. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, SAFETY IS THE
RESPONSIBILITY OF THE CONTRACTOR, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA
REQUIREMENTS.
6. THE CONTRACTOR IS RESPONSIBLE FOR SITE LAYOUT AND CONSTRUCTION STAKING. LOCATION OF
EXISTING STRUCTURES AND UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR.
7, ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES OR
ORDINANCES.
CONSTRUCTION NOTES
1 NEW 12' X 20' VERIZON WIRELESS KNOCK DOWN EQUIPMENT SHELTER.
SEE DETAIL 1, SHEET A -1.
0 NEW VERIZON WIRELESS 4' X 4' CONCRETE STOOP.
F31 NEW VERIZON WIRELESS SLAB FOUNDATION.
4O INSTALL NEW GRAVEL WITHIN LIMITS OF COMPOUND. SEE DETAIL 1, SHEET 0-
4.
5 NEW VERIZON WIRELESS 24.
5'± ICE BRIDGE.
6 NEW VERIZON WIRELESS MONOPOLE TOWER.
SEE ELEVATION VIEW, SHEET C -3,
77 NEW VERIZON WIRELESS 20' WIDE NON— EXCLUSIVE INGRESS /EGRESS AND UTILITY EASEMENT,
SEE SHEET C —i FOR CONTINUATION.
8 NEW VERIZON WIRELESS METER d DISCONNECT.
I NEW VERIZON WIRELESS FLUSH MOUNTED PANEL ANTENNAS,
SEE ELEVATION VIEW, SHEET C -3.
10 NEW VERIZON WIRELESS 3,
600 SF LEASE AREA
11 NEW VERIZON WIRELESS FENCE.
SEE DETAIL 3, SHEET C -4.
12 NEW VERIZON WIRELESS GRAVEL ROAD,
SEE DETAIL 2, SHEET C -4.
13 NEW 6'
X10' VERIZON WIRELESS GENERATOR PAD.
SITE LIGHTING
C1 120V, MOTION CENSORED PHOTOCELL AND SHIELDED SHELTER LIGHT.
O PROPOSED ILLUMINATION IS FOR TEMPORARY MAINTENANCE AND SECURITY
PURPOSES ONLY,
EXTREME CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING
TREES,
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OR
COMPENSATION OF DAMAGED TREES.
5510 CHEROKEE AVENUE SUITE 110
ALD(
ANDR4 VIRGINIA 22312
7032563344 FAX703.256-6622
veriZW wireless
1831 RADY COURT
RICHMOND, VA 23222
OH, of
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JUSTIN Y. Y 00 N 4
7.
Lic, No. 042897
5o /2
FSS /ONAL LNG
Sm NFo.:
TRACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
DsrN: m
ReAm: SPv
TfV DATE 7 1407
axiK No.
ENLARGED
SITE PLAN
Tail: i7
C-
2
R ,`
REVISED SURVEY SHEET 8/
06/07
R PREUMINARY ZONING DRAWINGS 9/
07/07
NAL ZONING DRAWINGS 9/
25/07
TIER II PWSF SUBMITTAL 10/
11/07
5 TIER 11 PWSF SUBMITTAL 11/
14/07
e REUM CONSTRUCTION DWGS D2/
22/0
FINAL CONSTRUCTION DWGS 03/
20/00
RMED RNk CONSTRUCTION WS 5/
21/06
SHEET Nv
ENLARGED
SITE PLAN
Tail: i7
C-
2
R ,`
FIELD STAKE;. ( t 5 25`
1
A C rchitecture & Engineerin
CID
ail
d I 5510 CHEROKEE AVENUE SUITE I 10
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ALDMORIA, VIRGINIA 22312
TOC I 703.
256.3344 FAX703.
256."22
Lo N/ 56.
50' CJJ (. - WWW.0 dAMDGEN.COM
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AREA OF CRITICAL SLOPES IN THE ACCESS ROAD = 238.
59
QS.
FT
136EXISTING " 4
YLLOW POPLA)
REFERENCE TREE AREA OF EXISTING CRITICAL SLOPES IN THE SITE AREA = 1381.36
QS.
FT
a veriM wireless
V 831 RADV CourT
v 85 .2
P,
ICHMOND, VA 23222
MG
85.
00' MATCH LINE THIS SHEET1 / — CONSTRUCTION NOTES p,
LCH OP
F .- 3 t NEW VERIZON WIRELESS 12' WIDE GRAVEL
i ICJ `)) ' i ` 1 I - ACCESS ROAD. SEE DETAIL 2, SHEET C -4.
STIN yII6
C i \ I l I I v\ i I / j 2 NEW VERIZON WIRELESS NON- EXCLUSIVE JU T IIIV ON
X
1 v 4 \
G 1 / 20' WIDE INGRESS /EGRESS AND UTILITY g ~EASEMENT. Lic. No. 042897
r' ,I TOC
j \1 TOC J \ I ` i J / 3a NEW TREE PROTECTION. O
850.
5' \ '
852.
50' I _ w SEE DETAIL t, SHEET C -2B. Z7 o3II - p w
A I U <-1 I \ }1}
1 \ 1 9 \ ° \
I -'
I 4 THESE PORTIONS OF TREE PROTECTION TO F
82.
75'I \ , \ rnI I
1 -
BE REMOVED AT FINAL STAGES OF S /ANAL1 \ CONSTRUCTION AFTER SHELTER HAS BEEN
SET AND WOOD FENCE CONSTRUCTION
BEGINS.
srr> 1Nro.:
NEW 30 L.F. VERIZON WIRELESS 24" CMP.
25 \ 1 . _ -,
1 I -I `_ - _ \ '' I \ , _ \ INV / SEE DETAIL 4, SHEET C -4. / /pI , . , 848.
00' . THACt ERS LANE
I (s ° EROSION CONTROL LEGEND
NEW EXISTIN
I TP TREE PROTECTION p // /
a I 1 f RA Y L A V D
0 \ \\ f7Pf TEMPORARY MONOPOLE1TREEPROTECTION
y^\ \ \ 1
I
1
0 \ \ \ Y j\ ,t XXx.
XX'
SPOT GRADE
854. 01 --
X'
XX -' ` CONTOURS 4921 THACKERS LANE
NORTH GARDEN, VA
Z CRITICAL SLOPE 229591 `1
L — — —— - - is -: _
3 I` \, / \ . ,ALBEMARLE COUNTY
CATED WITHIN CRITICAL SLOPE AREA DRAWN: NWSITEISLO
847.
00' 1
I l y 1 \ \ , i
i- ` \ pFVEW: Sw
MG I \ / - 3 ' `, ' 1 _ j TTV DATe 7/1407
849.
00'`
1 \V \
sueMrrrALs -
t NCX
MG 1' ` V ^ GRADING NOTES SYT4, DaalvnDN RATS
I. ALL ELEVATIONS ARE FINISHED GRADE.
REVISED SUWEY SHEET a /os /D7
PRELIMINARY ZONING DRAWINGS 9/07/07
2. ENSURE POSITIVE DRAINAGE FROM SITE AT ALL TIMES. , FINAL ZON DRAWINGS a /25 /07
3 PLACE GEOTEXTILE FILTER UNDER COMPOUND AND
TIER it PWSF SUBMTTA 10/
11/07
GRAVEL ACCESS ROAD. USE TYPAR 3401 OR s TIER II PWSF SUBWTTAL 11/
14/07
EOWALENT, a REUM CONSTRUCTION DWCS 07/
21/08
INAL CONSTRUCTION OWGS 03/20/081
s ED FlN4 CONSTRUCIIIN! DxCS 5/
23/08
94EET
INV
NAME:
842.
00i \ / /
S/ ` / ,EXISFIN /E[
ACCESSSS GRADING
PLAN
V !,
MATCH LINE- THIS SHEET
SHff NO-
FOR 24' X 36 PLOT - 1 • = 5' 0 5' 10'
C-
2GRADINGPLANF11' 17 P
LOT - 1 = 10'
vl
A. TEMPORARY SEEDING SPECIFICATION
PRIOR TO SEEDING. INSTALL NECESSARY CONTROL PRACTICES SUCH AS
DIKES, WATERWAYS AND BASINS.
PLANT SELECTION
SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM
TABLES 3.
31 -b AND 3.
31 -C. NOTE THAT TABLE 3.
31 -B PRESENTS PLANTS
WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS;
TABLE 3.
31 -C PRESENTS MORE IN -DEPTH INFORMATION ON THE PLANT
MATERIALS.
SEEDED PREPARATION
TO CONTROL EROSION ON BASE SOIL SURFACES. PLANTS MUST BE ABLE TO
GERMINATE AND GROW. SEED BED PREPARATION IS ESSENTIAL.
1. LIMING
AN ELEVATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY
FOR TEMPORARY SEEDING. IN MOST SOILS, IT TAKES UP TO 6 MONTHS FOR
PH ADJUSTMENT TO OCCUR FOLLOWING THE APPLICATION OF LIME.
THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A
TEMPORARY SITE, ESPECIALLY WHEN THE SOIL WILL LATER BE MOVED AND
REGRADED. THE FOLLOWING TABLE MAY BE USED TO DETERMINE THE ACTUAL
NEED ALONG WITH SUGGESTED APPLICATION RATES.
TABLE 3.
31 -A
LIMING REQUIREMENT
FOR TEMPORARY SITES
RECOMMENDED APPLICATION
pH TEST OF AGRICULTURAL LIMESTONE
BELOW 4.
2 3 TONS PER ACRE
4.
2 TO 5.
2 2 TONS PER ACRE
5.
2 TO 6 1 TON PER ACRE
SOURCE: VA. OSWC
2. FERTILIZER
SHALL BE APPLIED AS 600 LBS. /ACRE OF 10 -20 -10 (14 LBS. /1000 SQ. FT.)
OR EQUIVALENT NUTRIENTS. LINE AND FERTILIZER SHALL BE INCORPORATED
INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE.
MULCHING
1. SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY
SUMMER NTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. AND
SPEC. 3.
35 EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE
CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE
PERIODS.
2. TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS
DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY REQUIRE MULCH.
TABLE 3.
31 -B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
QUICK REFERENCE FOR ALL REGIONS"
RATES
PLANTING DATES PLANTING DATES LOS./
ACRE)
SEPT. 1 - FEB. 15 50/
50 MIX OF
ANNUAL RYEGRASS
LOLIUM MULTI- FLORUM
CEREAL (WINTER) RYE 50 -100
SECALE CEREALE)
FEB. 16 - APR. 30 ANNUAL RYEGRASS 60 -100
LODUM MULTI- FLORUM
MAY 1 - AUG. 31 GERMAN MILLET 50
SETARIA ITAUCA)
B. PERMANENT SEEDING SPECIFICATIONS
PLANT SELECTION
1. SELECTION OF PLANT MATERIALS IS BASED ON CLIMATE, TOPOGRAPHY,
SOILS, LAND USE, AND PLANTING SEASON, TO DETERMINE WHICH PLANT
MATERIALS ARE BEST ADAPTED TO A SPECIFIC SITE. USE TABLES 3.
32 -A
AND 3.
32 -B WHICH DESCRIBE PLANT CHARACTERISTICS AND UST
RECOMMENDED VARIETIES.
2. APPROPRIATE SEEDING MIXTURES FOR VARIOUS SITE CONDITIONS IN
VIRGINIA ARE GIVEN IN TABLES 3.
32 -C, 3.
32 -0 AND 3.
32 -E. THESE
MIXTURES ARE DESIGNED FOR GENERAL USE, AND ARE KNOWN TO PERFORM
WELL IN THE SITES DESCRIBED. CHECK TABLES 3.
32 -A AND 3.
32 -B FOR
RECOMMENDED VARIETIES.
3. A MORE EXTENSIVE DESCRIPTION OF PLANT MATERIALS (GRASSES AND
LEGUMES), THEIR USAGE AND PICTORIAL REPRESENTAION CAN BE FOUND IN
APPENDIX 3.
32 -c.
4. WHEN USING SOME VARIETIES OF TURFGRASSES, THE VIRGINIA CROP
IMPROVEMENT ASSOCIATION (VCIA) RECOMMENDED TURFGRASS MIXTURES MAY
ALSO BE USED. CONSUMER PROTECTION PROGRAMS HAVE BEEN DEVISED TO
IDENTIFY QUALIFY SEED OF THE VARIETIES RECOMMENDED BY THE VIRGINIA
COOPERATIVE EXTENSION SERVICE. THESE WILL BEAR A LABEL INDICATING
THAT THEY ARE APPROVED BY THE ASSOCIATION. MIXTURES MAY BE
DESIGNED FOR A SPECIFIC PHYSIOGRAPHIC REGION OR BASED ON INTENDED
USE. SPECIAL CONSIDERATION IS GIVEN TO PLANT CHARACTERISTICS,
PERFORMANCE, ETC,
LIME AND FERTILIZER
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL
TESTS MAY BE PERFORMED BY THE COOPERATIVE EXTENSION SERVICE SOIL
TESTING LABORATORY AT VPI & SU, OR 13Y A REPUTABLE COMMERCIAL
LABORATORY. INFORMATION CONCERNING THE STATE SOIL TESTING
LABORATORY IS AVAILIABLE FROM COUNTY EXTENSION AGENTS. REFERENCE
APPENDIX 3.
32 -d FOR LIMING APPLICATION (IN LBS) NEEDED TO CORRECT
UNDESIRABLE pH FOR VARIOUS SOIL TYPES.
UNDER UNUSUAL CONDITIONS WHERE IT IS NOT POSSIBLE TO OBTAIN A SOIL
TEST, THE FOLLOWING SOIL AMENDMENTS WILL BE APPLIED.
LIME
COASTAL PLAIN: 2 TONS /ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE
90 LBS. /1000 SQ. FT.).
PIEDMONT AND APPALACHIAN REGION: 2 TONS /ACRE PULVERIZED
AGRICULTURAL GRADE LIMESTONE (90 LBS. /1000 SO. FT.)
NOTE: AN AGRICULTURAL GRADE OF LIMESTONE SHOULD ALWAYS BE USED
FERTILIZER
MIXED GRASSES AND LEGUMES: 1000 LBS. /ACRE 10 -20 -10 OR
EQUIVALENT NUTRIENTS (23LBS. /1000 SQ. FT.),
LEGUMES STANDS ONLY: 1000 LBS. /ACRE 5 -20 -10 (23 LBS. /1000 SO.
FT.) IS PREFERRED. HOWEVER, 1000 LBS. /ACRE OF 10 -20 -10 OR
EQUIVALENT MAY BE USED.
GRASS STANDS ONLY: 1000 LBS. /ACRE 5 -20 -10 OR EQUIVALENT
NUTRIENTS (23LBS. /1000 SQ. FT.).
OTHER FERTILIZER FORMULATIONS, INCLUDING SLOW- RELEASE SOURCES OF
NITROGEN (PREFERRED FROM A WATER QUALITY STANDPOINT), MAY BE USED
PROVIDED THEY CAN SUPPLY THE SAME AMOUNTS AND PROPORTIONS OF
PLANT NUTRIENTS.
MULCHING
ALL PERMANENT SEEDING MUST BE MULCHED IMMEDIATELY UPON COMPLETION
OF SEED APPLICATION. REFER TO MULCHING, STD. & SPEC. 3.
35.
NOTE:
1. ALL REFERENCES ARE MADE TO THE
STANDARDS AND SPECIFICATION OF THE 1992
VIRGINIA EROSION AND CONTROL HANDBOOK.
DRIP LINE
z
jU
5w
n -
z
0
v
c
V)IZ
r
2 X 2 STAKES
AT 4' OC
NOTE:
DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12"
NOTE:
TREE PROTECTION FENCING SHALL BE PLACED DIRECTLY UNDER
DRIPLINE UNLESS SPECIFICALLY SHOWN ON THE GRADING PLAN
TREE PROTECTION DETAIL TOP
2 NOT TO SCALE
SS 10 CHEROKEE AVENUE SUITE I
ALEXM/
DW4 VIRGBWA 223
703 MX 703-25"
verim wireless
1831 RADY COURT
RICHMOND, VA 23222
r p,
1 OF X
JUSTIN Y. YO z
h-4tic. No. 042897
SS /ONAL
5n Mo.:
THACKERS LANE
RAWtAND
MONOPOLE
4921 TRACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
oES,
v.k ,m
DPA% t AW
rrv
DATE
7/
1007
00m N0. ]501
SUBMITTALS
DBCH110N DATE
o SUED SURVEY SHEET 5/01/07
Mvam SURVEY SHEEP a /05/
07
EUMKARY ZOW4 DRWM4 9/
07/07
NAL ZONMW DRAWMICS 9/25/07
a ' WA A PWSF SUf1WTU1. 10/
11/07
A. ER o PNSF sumrAL 11/
14/0
A.Y CONSTWCnW DWGS 02/
2
7 InN& COWMUMN 0W0S 03/
20
SHET NAME
EROSION AND
SEDIMENT CONTROL
DETAILS &
SPECIFICATIONS
464T N0.:
C -2B
v
12' MAX
4_}__
FACE OF NEW ANTENNA
TYP. OF 3)
FACE OF NEW MONOPOLE
ENLARGED VIEW
2-
3 NOT TO SCALE
TOP OF T APPURTEN (LIGHTNIN R
ELEVATION = [989.
0't] AMSL - - - -
TOP OF T OF AN
T
E
N 4
ELEVATION [997.'
3) AMSL - - - -
0
0
NOTES
1. TYPICAL FLUSH -MOUNT DESIGN USING COLLAR, BRACKET AND
PIPE MOUNTS.
2. FINAL MOUNTING DESIGN MAY VARY SLIGHTLY DEPENDING ON
AVAILABILITY AND SPECIFIC MANUFACTURER.
3. PROPOSED ANTENNAS - ANPHENOL ANTEL
MODEL BXA- 185085 / 12
DIMENSIONS - 72.
22'(H) X 6.
06'(W) X 4.
13'(0)
TOWER BOLTS
TYP)
7
3 ENLARGED VIEW
C-
3 NOT TO SCALE
NEW VERIZON WIRELESS ICE BRIDGE
NEW VERIZON WIRELESS 12x30 EQUIPMENT SHELTER
NEW VERfZON
NOTE WIRELESS GENERATOR
FENCE NOT SHOWN FOR CLARITY
TOWER FOUNDATION BY OTHERS
ELEVATION VIEW
C-,
3j NOT TO SCALE
CONSTRUCTION NOTE:
ORDER A 130' -2" TALL
MONOPOLE.
HEIGHT MEASURED
FROM THE "BEGINNING
OF POLE" HEIGHT.
NEW VERIZON WIRELESS 131' A.
G.L MONOPOLE
HEIGHT INCLUDES ABOVE GROUND FOUNDATION AND BOLT HEIGHTS,
SEE DETAIL 3, THIS SHEET.
18' MAX
3) N VERIZ WIRE
LESS
F
LUSH
M
OUNTED PANEL A
NTENNAS
ELEVATION = [128' -O'
t] A.
G.L.
2
C -3
U
LQ
P
t\ n
TOP OF CANOPY
ELEVATION [977' -0 "f] AMSL
2
r'
REFERENCE TREE IDENTIFIED AS 36' YELLOW
POPLAR, HEIGHT . 977' AMSL, 110' A.
C.L.
30' MAX
i
T
REE
BASE HEIGHT
ELEVATION = [867' -0 "1] AMSL
BEGI O POLE
ELEVATION = [856' -10 "t] AMSL
TOP OF FOUNDATION
ELEVATION = [856' -6 "t] AMSL
FINI G
RAD
E OTO
WER
AMSL
ELEVATION - [9S9' -0'
3) AMSL
rchitecture & Engineerin
5510 CHEROKEE AVET AJE SLATE 110
ALO WNDRUA, VIRGgdN 22312
703.2563314
FAX 7032566622
WWWCIARI NDC5 J.
COM
vlerft wireless
1831 RADY COURT
RICHMOND, VA 23222
TH OF
L
J. ON z
Lic. No. 042897 Y
FSS /ONAL E
G
SRE INFO-
TRACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
o131(
ft
m
OpA" NW
WWI SF
TTV DATE viam
17. ,
OPSDIlT10N
T
DAM
L. wRVEY SHEET 1B /0l 107
SHEEP NAME
ELEV
VIGIL
I
SHIEr
NOzc -3
ME
NOTES
1.NO COMMERCIAL ADVERTISING MATERIAL WILL DE USED IN
CONJUNCTION WITH THE NEW TOWER.
2.REGARDLESS OF THE LUMENS EMITTED, EACH OUTDOOR LUMINAIRE
SWILL BE FULLY SHIELD AS REQUIRED BY SECTION 4.
17 BY THE
ZONING SUPPLEMENT #30, 10- 13 -04.
D9
3.TOWER AND ALL OTHER ASSOCIATED EQUIPMENT TO BE PAINTED
SHERWIN WILLIAMS MATTE "JAVA BROWN" #6090.
4.BASE OF TOWER NOT TO EXCEED 30" DIAMETER AND TOP NOT
TO EXCEED 18' DIAMETER.
5.NEW SHELTER TO HAVE AN AGGREGATE FINISH.
6.ALL VERTICAL COAXIAL CABLES WILL BE RUN INSIDE OF THE
MONOPOLE.
7.LIGHTNING ROD WILL NOT EXCEED 2' ABOVE THE TOWER AND
WILL BE 1" MMETER
30' MAX
i
T
REE BASE HEIGHT
ELEVATION = [867' -0 "1] AMSL
BEGI O POLE
ELEVATION = [856' -10 "t] AMSL
TOP OF FOUNDATION
ELEVATION = [856' -6 "t] AMSL
FINI G
RAD
E
OTO
WER AMSL
ELEVATION - [9S9' -
0'
3) AMSL
rchitecture & Engineerin
5510 CHEROKEE AVET AJE SLATE 110
ALO WNDRUA, VIRGgdN 22312
703.2563314 FAX 7032566622
WWWCIARI NDC5
J.
COM
vlerft wireless
1831 RADY COURT
RICHMOND, VA 23222
TH OF
L
J. ON
z
Lic. No. 042897 Y
FSS /
ONAL E
G
SRE INFO-
TRACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
o131(
ft m
OpA" NW
WWI SF
TTV DATE viam
17. , OPSDIlT10N T DAML.
wRVEY
SHEET
1B /0l 107
SHEEP NAME
ELEV
VIGIL
I
SHIEr
NOzc -3
ME
N0.
57 COARSE AGGREGATE
BOTTOM LAYER OF MIRAFI HP570
GEOSYNTHETIC. EXTEND 2' BEYOND TOE
OF AGGREGATE SLOPE, ALL AROUND
6" MINIMUM COMPACTED
SUBGRADE
SECTI — COMPO AREA
NOT TO SCALE
NO.
57 COARSE AGGREGATE
3" MINIMUM) 1" MIN. ABOVE
REMOVE ORGANIC MATERIAL
2' -0^
EXISTING GRADE
EXISTING 1 1/
2" PER 6' OFISLOPE 1 1/
2" PER 6' OF SLOPE
GRADE
AT
N
l\— GEOTEXTILE
I
I E
I
I ! I III =1 I
FABRIC
WHERE REQUIRED.
VERIFY WITH CONSTRUCTION
EARTH WORK SUB BADE COMPACTION & SELECT GRANULAR FILL MANAGER PRIOR TO BID
IZA CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE
CONSTRUCTION SITE AND ROADWAY AREAS. THE CONTRACTOR SHALL COMPLY
WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT
WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION &
FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED.
THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR
UNSTABLE SOIL CONDITION.
O ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT
A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 OR WITHIN PLUS
OR MINUS 37. OF OPTIMUM MOISTURE CONTENT.
TY
PICAL ACCESS ROAD CR SECTION
NOT TO SCALE
BARB WIRE OUTRIGGER ARM 1-
1/2 PAIR INDUSTRIA
ANGLE OUTWARD (TYP.). MALLEABLE IRON O
FFS
PIN HINGE (PAGE-
WILS
OR •
BRACE FAIL (ENDS • -• POST TOP
CHAIN LINK FA I CAP P.)
END OR
CORNER
POST
FINISH GRADE
Ili!
i!
i!
i!
i!'
i!
i!
i!
i!
ililfili!
lilili!:
li! i!
i!
i!
III
TENSI
TENSI -• O
FFSET
WIRE PIN HINGE •
C
ROWNED FOOTING M-6 OR •
F
OOTINGMAXIMUMPOSTSPACING7
C10'-
0" ON C CONCRETE
P
F
CHAIN LINK FENCE
NOT TO SCALE
4' -5"
1 1/
2"
GATE FRAME: 1
1/
2" PIPE, PER
ASTM- F1083.
GATE LOCKING DEVICE (O.
F.
C.
I.)
GATE POST 4 ". SCHEDULE
40 PIPE, FOR GATE WIDTHS
UP THRU 7 FEET OR 14
FEET FOR DOUBLE SWING
GATE, PER ASTM- F1083.
3 ' 4"
I
2" ,z"
GATE POST: CONCRETE
FOUNDATION (2000 PSI)
VARIES
9" MIN
FILL WITH
4 OZ. NON -WOVEN
FILTER FABRIC—
NOT TO SCALE
NO.
57 COARSE AGGREGATE
12" (3" MINIMUM)
REMOVE ORGANIC MATERIAL
TYP 4" AGGREGATE BASE MATERIAL
TYPE 1, NO. 21A17
SEE PLAN FOR PIPE INVERTS
AND PIPE SIZE
12" GRAVEL MAT ( #57 STONE)
COMPACT TO STABILIZE PIPES
Ichitecwre & Engmeenn j
5510 CHEROKEE AVENUE SLATE 110
ALEXANDRIA, VIRGINIA 22312
703.256rXW FAX 70325636n
verima wireless
1831 RADY COURT
RICHMOND, VA 23222
V H of
JUSTIN Y. YOON
Lic, No. 042897 a
y
O
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i
j
S /
ONAL
ffm IN120-
TRACKERS LANE
RAWLAND
MONOPOLE
4921 THACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
oe GN: 1ri
DAWI t HW
P&W. SIR
TIV GATE 711W
OoHPt NM 15671 m
M(
TfAU
RATE
F
ED RVEY SHEET •/01/0;
RVEY SHEET 8/
08/0;
Y ZON04 DRAWINGS 9/
07/0;
G ORAWNGS
9/
25/0TSDBMTTAL10/
11/0
E SUBMITTAL 11/14/0
NSTRUCTION DINGS 02/
22/0
TRUCTION OWLS 03/20/0
CML
DETAILS
I c -4
3-
8
1/
8
r ----- --- - --- ------ --- - ------ --- --- -- ---
T I i
SCROLL FAN EXHAUST
j I ELBOW W /SNAP IN SCREEN I
I
i STANDARD
ILOCATION/
SHIP LOOSE
I
I I
Ad I
1
THiCKN
I
I
I
Ie i DIl
ELEVATION
22' -0" MAX
20' -1 3/
4"
3'-
8
1/
8"
r.
r ------------------ - -- ---------------- -
I
K7 I
I I
I l
I i
I I
I l
I l
i I
I
I
n
WR i
1 o I
h e Al
IYp Y Y
IF
I.
ELEVATION A
20 -0"
NOTE
PROPOSED BUILDING LIGHT FIXTURE WILL BE SHIELDED IN ACCORDANCE
WITH ALBEMARLE COUNTY REQUIREMENTS AND OPERATED BY MOTION SENSOR.
PROPOSED ILLUMINATION IS FOR TEMPORARY MAINTENANCE AND SECURITY
PURPOSES ONLY.
NOT TO SCALE
r ----- -- -- - -- - - -- -
I 1
1 I
I I
i I
I I
I I
I I
j T -9 3/
8' I
I j
o
SERVICE ENTRY
ELEVATION 8
13' -4" MAX
12' -0"
5' -9 3/
B"
i
I Iji
J I
I
Iglu: MumI
FF I • II
I
I
1 A
l
I I
L -
C
8 D ELEVATION D
A I V -6 7/
8"
ELEVATION KEY
SITE BU LT SHELTER
SHELTER NOTES
I- DESIGN CRITERIA:
FLOOR LIVE LOAD 150 PSF
ROOF LIVE LOAD 2D PSF
SNOW LOAD
I
GROUND SNOW LOAD, P 30 PSF
FLAT ROOF SNOW LOAD, P 25 PSF
SNOW EXPOSURE FACTOR, V.1.
0
SNOW LOAD IMPORTANCE FACTOR, I 1.0
THERMAL FACTOR, C 12
WIND LOAD
BASIC WIND SPEED, V 9D MPH
WIND IMPORTANCE FACTOR, f 1.
0
BUILDING CATEGORY I
WIND EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT 0.18
SEISMIC LOAD
SEISMIC USE GROUP I
SPECTRAL RESPONSE COEFFICIENTS
S 0.29
S 0.11
SITE CLASS 0
SEISMIC BASE SHEAR, V 0.
145 W
BASIC SEISMIC - FORCE- RESISTING SYSTEM BEARING WALL -LIGHT
FRAMED WALLS WITH
SHEAR PANELS OF ALL
OTHER MATERIALS
ANALYSIS PROCEDURE EQUIVALENT LATERAL
FORCE
2. THE SHELTER IS TO BE CLASSIFIED AS USE CROUP U, TYPE 11B
CONSTRUCTION PER THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE,
EFFECTIVE NOVEMBER 16, 2005.
3. THIS SHELTER 15 TO BE DESIGNED AND CONSTRUCTED IN COMPLIANCE
WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EFFECTIVE
NOVEMBER 18. 2005.
4. BUILDING WILL BE PLACED ON CONCRETE PIERS.
5• BUILDING SHALL BE LOCATED THREE FEET (3' -0 ") OR MORE FROM
ANY PROPERTY UNE, INTERIOR LOT LINE OR ANY OTHER BUILDING.
6. BUILDING WILL HAVE A DARK BROWN, AGGREGATE STONE FINISH.
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THACKERS LANE
RAWLAND
MONOPOLE
4921 THAMRS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
WNM!
r
r
A -I
r
1
FOUNDATION PL
6" CONCRETE SLAB REINFORCED WITH
6x6- W2.
9sW2.
9 WWF (BROOM FINISH).
SEE DETAL 4/
S -2
NO SCALE
NOTE:
PIER LAYOUT AND SHELTER TIE DOWN ARE AS SPECIFIED BY MANUFACTURER.
MANUFACTURER TO PROVIDE CHANNEL AND SHELTER TO CHANNEL CONNECTION
SPECIFICATIONS. SHELTER FLOOR SLAB TO BE DESIGNED TO SPAN BETWEEN
PIERS UNSUPPORTED AND CANTILEVER AS SHOWN.
STRUCTURAL SPECIFICATIONS:
DESIGN NOTES
1. STRUCTURAL DESIGN IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE (VUSBC), EFFECTIVE NOVEMBER 16, 2005.
DESIGN LOADS
TOTAL FOUNDATION DESIGN LOAD 50,
000 LB (INCLUDING EQUIPMENT)
EXCAVATION
1. SELECT FILL MATERIAL ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP,
CM, SW, SP, AND SM. OR A COMBINATION OF THESE GROUP SYMBOLS; FREE
OF WASTE, FROZEN MATERIALS, AND VEGETATION, WITH LESS THAN 5 PERCENT
BY WEIGHT RUBBLE. RUBBLE SHALL BE NO LARGER THAN 4 INCHES IN
ANY DIRECTION,
2. PIER SHALL NOT BE PLACED IN FROZEN GROUND.
3. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE
RESIDUAL SOIL OR PROPERLY COMPACTED STRUCTURAL FILL. STRUCTURAL FILL
SHALL BE COMPACTED TO A MINIMUM OF 95K OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D -698).
4. AFTER EXCAVATIONS ARE MADE, THE BOTTOMS SHALL BE INSPECTED TO VERIFY
THAT THE SUPPORTING SOILS ARE SUITABLE FOR BEARING AND ARE CAPABLE
OF SUPPORTING THE DESIGN ALLOWABLE BEARING PRESSURE OF 2000 PSF.
CONCRETE
1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING
CODES, SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI)
301, SPECIFICATIONS FOR STRUCTURAL CONCRETE, ACI 318 -02, "BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE ".
2. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED AND HAVE A
MN4IMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT MIX DESIGN
FOR APPROVAL
3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
PORTLAND CEMENT ASTM C 150, TYPE 1
FLY ASH ASTM C 618, TYPE F
NOT TO EXCEED 15X
OF CEMENT BY WEIGHT)
NORMAL WEIGHT AGGREGATES ASTM C 33
WATER POTABLE
AIR - ENTRAINING ADIMXTURE ASTM C 260
WATER REDUCING ADMIXTURES ASTM C 494, TYPE A k
ASTM C 494
TYPE F OR G
ACCELERATING ADMIXTURE ASTM C 494, TYPE E
RETARDING ADMIXTURE ASTM C 494, TYPE D
4. REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH
ASTM A -615, GRADE 60. REINFORCING MARKED CONTINUOUS SHALL BE
LAPPED 36 BAR DIAMETERS AT SPLICES.
5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185, LAP ONE
FULL MESH SPACING AND TIE.
6. SUPPORT REINFORCING AND WELDED WIRE FABRIC ON METAL CHAIRS OR
BOLSTERS.
7. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH
ACI 318 -02 UNLESS OTHERWISE INDICATED.
8. ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 306R,
COLD WEATHER CONCRETING,'
9. ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R,
HOT WEATHER CONCRETING."
10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B.
11. TOPS OF ALL PIERS SHALL BE COPLANAR.
12. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/
4' OR AS INDICATED.
CTFF1
1. ALL STEEL ANGLES AND PLATES SHALL BE ASTM A36, ALL BOLTS SHALL BE ASTM
A325, ALL THREADED ROO MATERIAL SHALL BE ASTM F1554, AND STEEL PIPE
SHALL BE ASTM A53, GRADE B, UNLESS OTHERWISE NOTED. ALL STRUCTURAL
STEEL SHALL BE GALVANIZED AFTER FABRICATION.
2. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE NINTH
EDITION OF THE 'MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS
DESIGN ", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING
CURRENT REVISIONS.
5510 CHIEPD EE AVENUE SUITE 1
ALDVF NtAVV%
3W223
710547744 FAX 7W 56 4
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1831 RADY COUR
RICHMOND. VA 23222
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Lic.No. 0 374
zL rn , ?ho
ti4__
SIONAL
9M M0:
THAMRS LANE
RAWLAND
MONOPOLE
4921 TRACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
OB4'T6 Is
CIWIKt m
low. 05
I ------------------------------------------------ ----
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1 I
I I
i
I I
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I I
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I I
I i
I I
I C
jf I
I I
morn
EXISTING COMPOUND HAS MINOR
ua sure sw u
CHANGE IN GRADE. REVEAL TOP
sulwu w1Rt
OF SLAB 6' AFG AT HIGHEST
ZI*
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GROUND ELEVATION.I I
I
I I
I I
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I I
I I
I I
I I
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1
FOUNDATION PL
6" CONCRETE SLAB REINFORCED WITH
6x6- W2.
9sW2.
9 WWF (BROOM FINISH).
SEE DETAL
4/
S -2
NO SCALE
NOTE:
PIER LAYOUT AND SHELTER TIE DOWN ARE AS SPECIFIED BY MANUFACTURER.
MANUFACTURER TO PROVIDE CHANNEL AND SHELTER TO CHANNEL CONNECTION
SPECIFICATIONS. SHELTER FLOOR SLAB TO BE DESIGNED TO SPAN BETWEEN
PIERS UNSUPPORTED AND CANTILEVER AS SHOWN.
STRUCTURAL SPECIFICATIONS:
DESIGN NOTES
1. STRUCTURAL DESIGN IN ACCORDANCE WITH THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE (VUSBC), EFFECTIVE NOVEMBER 16, 2005.
DESIGN LOADS
TOTAL FOUNDATION DESIGN LOAD 50,
000 LB (INCLUDING EQUIPMENT)
EXCAVATION
1. SELECT FILL MATERIAL ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP,
CM, SW, SP, AND SM. OR A COMBINATION OF THESE GROUP SYMBOLS; FREE
OF WASTE, FROZEN MATERIALS, AND VEGETATION, WITH LESS THAN 5 PERCENT
BY WEIGHT RUBBLE. RUBBLE SHALL BE NO LARGER THAN 4 INCHES IN
ANY DIRECTION,
2. PIER SHALL NOT BE PLACED IN FROZEN GROUND.
3. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE
RESIDUAL SOIL OR PROPERLY COMPACTED STRUCTURAL FILL. STRUCTURAL FILL
SHALL BE COMPACTED TO A MINIMUM OF 95K OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D -698).
4. AFTER EXCAVATIONS ARE MADE, THE BOTTOMS SHALL BE INSPECTED TO VERIFY
THAT THE SUPPORTING SOILS ARE SUITABLE FOR BEARING AND ARE CAPABLE
OF SUPPORTING THE DESIGN ALLOWABLE BEARING PRESSURE OF 2000 PSF.
CONCRETE
1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING
CODES, SPECIFICATIONS, AND STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI)
301, SPECIFICATIONS FOR STRUCTURAL CONCRETE, ACI 318 -02, "BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE ".
2. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED AND HAVE A
MN4IMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT MIX DESIGN
FOR APPROVAL
3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
PORTLAND CEMENT ASTM C 150, TYPE 1
FLY ASH ASTM C 618, TYPE F
NOT TO EXCEED 15X
OF CEMENT BY WEIGHT)
NORMAL WEIGHT AGGREGATES ASTM C 33
WATER POTABLE
AIR - ENTRAINING ADIMXTURE ASTM C 260
WATER REDUCING ADMIXTURES ASTM C 494, TYPE A k
ASTM C 494
TYPE F OR G
ACCELERATING ADMIXTURE ASTM C 494, TYPE E
RETARDING ADMIXTURE ASTM C 494, TYPE D
4. REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH
ASTM A -615, GRADE 60. REINFORCING MARKED CONTINUOUS SHALL BE
LAPPED 36 BAR DIAMETERS AT SPLICES.
5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185, LAP ONE
FULL MESH SPACING AND TIE.
6. SUPPORT REINFORCING AND WELDED WIRE FABRIC ON METAL CHAIRS OR
BOLSTERS.
7. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH
ACI 318 -02 UNLESS OTHERWISE INDICATED.
8. ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 306R,
COLD WEATHER CONCRETING,'
9. ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R,
HOT WEATHER CONCRETING."
10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B.
11. TOPS OF ALL PIERS SHALL BE COPLANAR.
12. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED
3/
4' OR AS INDICATED.
CTFF1
1. ALL STEEL ANGLES AND PLATES SHALL BE ASTM A36, ALL BOLTS SHALL BE ASTM
A325, ALL THREADED ROO MATERIAL SHALL BE ASTM F1554, AND STEEL PIPE
SHALL BE ASTM A53, GRADE B, UNLESS OTHERWISE NOTED. ALL STRUCTURAL
STEEL SHALL BE GALVANIZED AFTER FABRICATION.
2. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE NINTH
EDITION OF THE 'MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS
DESIGN ", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING
CURRENT REVISIONS.
5510 CHIEPD EE AVENUE SUITE 1
ALDVF NtAVV%
3W223
710547744 FAX 7W 56 4
r
verl= wireless
1831 RADY COUR
RICHMOND. VA 23222
yTx
Q
op
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Lic.
No. 0 374
zL
rn , ?
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ti4__
SIONAL
9M M0:
THAMRS LANE
RAWLAND
MONOPOLE
4921 TRACKERS LANE
NORTH GARDEN, VA
22959
ALBEMARLE COUNTY
OB4'T6 Is
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SUB TALS
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8
TAPPED F
SHELTER ATTACHMENT DETAIL
NOTE:
TOP OF STOOP SET TO COMPLY WITH IBC -2003, SECTION 1009.
3, - A
MAXIMUM STEP HEIGHT OF 7" SHALL BE PERMITTED, CLARK - NEXSEN TO BE
CONTACTED IMMEDIATELY IF DETAILS PROVIDED DO NOT ACCOMODATE THIS
REOUIREMENT, CHAMFER OF STAIR NOSINGS SHALL NOT EXCEED 1/
2 ". ALL
OTHER CONCRETE EDGES SHALL BE C~
ERED
3/
4 ".
GEOSYNTHETIC FABRIC (TYP) 1/
2" EXPANSION
6x6 W2 * JOINT
1 WELDED WIRE
1 /8" 1J 9" FABRIC (TYP)
FINISHED GRAD
GRAVEL) cv • —• •— ` —` —•--
COMPACTED SUBGRAI Ce
EQUIPMENT ROOM STOOP COMPACTED SAND
NO SCALE
6" COMPOUND GRAVEL
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SEE DETAIL 1, C-5--
3/
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GEOSYNTHETIC MAT
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SPLICE 2' -0" AS REQUIRED
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22959
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STRUCTURAL
DETAILS
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EXISTING MONOPOLE
2 JACKETED, STRANDED 24' WIDE 12 CA
DEEP GRIP STRUT 2' -3 1/
2'
CCOPPER WIRE TO TWO HOLE DIDIAMOND PLANK
LUGS ON BOTH ENDS OR EQUIVALENT BALL CAP
MICROFLECT 81133
BRIDGE CHANNEL Z
EXTENSION KIT
3' o PIPEK2GREENBONDINGJUMPER
MAX VARIES 3' -0' MAX
Z
1/
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P2000 SL UNISTRUT OR
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ROD (TYP)
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OFFSET
ACCESS PORT
GROUND BAR CLAMPED
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OFFSET
ACCESS PORT
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6' -0" MAX
I I COAXIAL CABLE
12 AWG SOLID TINNED
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GROUND BAR S -3
3/
4" PVC
CONDUIT 3" 0 PIPE COLUMN
CADWELD (TYP}
G NOTE:
EQUIPMENT
SHELTER 3/
4' PVC (TYP)
ICE BRIDGE DETAIL IS INTENDED POLYPHASER FINISHED GRADE 2 AWG TIN SOLID
TO BE REPRESENTATIVE. SHOWINGITYPICALICEBRIDGECONSTRUCTION.
STRAPS
TYP OF 4)TOP OF #57
STONE)6' -12' ABOVE
TO EQUIPMENT
GROUND RING (TYP)
DETAIL IS NOT INTENDED TO FINISH GRADE
SHOW JOB SPECIFIC DIMENSIONS
FOR CONSTRUCTION.WALL GROUND
PENETRATION I I t
2 AWG SOLID TINNED POLYPHASER STRAP
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FOR 24' X 36' PLOT - 3/
4' . 1' -0'
I FOR II• X 17 PLOT - 3/
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0 6' 1 2'
FOR 24• X 36' PLOT - 1' . 1' -0' 0 6' 1
2 1_ SECTION FOR 11' X 17' PLOT - 1/
2'1' -0'
1/
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12' LONG (4
CPS
ANTENNA
1' 0 PIPE, 24' LONG
SADDLE CLAMPS. TYP
ICE BRIDGE _/ ' I U
PIPE COLUMN i Y I
GPS ANTENNA MOUNTING BRACKET FO IV x 7' PLOT - 3/
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SITE INFO,
TRACKERS LANE
RAWL.
AND
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4921 THACKERS LANE
NORTH GARDEN, VA
22959
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GENERAL MOTES
1. Jul EMPTY CONDUIT SHALL HAVE PULL STRING INSTALLED AND PD'
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AT BOTH ENDS,5310CHERC fFEA1 VAN SLOM 110
XEl ARK
i PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL CONTACTMISSUTLMWAT1 -OW- 552 -7001 4J! k401M pmr==AND HAVE THEM LOCATE ALL UNDERGROUND UTILITIES. ALL MINE
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RESULTING FROM FAI iW TO CONTACT "MISS UTILITIES' WILL BcREPAIREDATTHECONTRACTTORSEXPPtSE-
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4. ALL PERSONNEL WORKING ON THE TOWER MUST COMPLY RICHMOND, VA 23222
WiTH VERIZON WIRELESS RF EMISSIONS GUADEUNE POLICY.
5. ALL WORK TO 13E DONE N ACCORDANCE WITH THE 2002NATIONALELECiRiCALCODE.rpH OFS/ r'
LEGEMD
GROUND ROD - 5 /
8' It 10' w /cADwEI.
D GROUND cDNNECTpN
Q INSPECTION PORT
Lic. No. 041807 >
CADWELD CONNECTION
P— POWER WO WG 4/
u og Q7O
T— TELCO WPWPM
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MONOPME
T}. E
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TM , VA
22959
AL80`
4AKE COLNTY
1 NEW POWER SERVICE FEEDER. PRCMDE 3/
3/0 & 118 GM N 2'CONDUIT. SEE POWER/
TELEPHONE RISER 6UICRw ON SHEET E-
2.
Q NEW TELEPHONE SERVICE FEEDER. PROVIDE 4' PVC CONDUIT (SCHEDULE 40)WiTH (3) WAY PARTK}!!
EO INNEROLICT,
0 VERIZON WIRELESS SHELTER INTEGRAL POWER CENTER /A
TS, 'PP - 1'.
O
4 NEW 4' PVC CONDUIT, 30" BELOW GRADE TO EXISTING POWER POLE.COORDINATE INSTALLATION OF NEW SERVICE LATERAL WITH POWER UTIUTYCOMPANY.
Q5 NEW 4' PYC CONDUIT WITH PULL ww, 30' BELOW GRADE TO STUB OUT.COORDINATE INSTALLATION OF NEW TACO SERVICE WITH TELCO UITUTY COMPANY.
NEW VW N WORM EYENDV POWER SERVICE FROM WN GENERATOR TO ATS
ASIDE VE=
N WIRELESS SHELTER. PRONDE 303/
0 AND 1j6 GND N 2' PVC
001100 (SCIIEDLAE 41* RIN MN 30' KW FMAS 4M GMDE
07 (2) SETS OF 2110 AiD 1+
10 GNO N i' PVC OONOUR FROM NEW VERTION MMtEI.
ESS
POWER PANET. (OWE MEW SI#
1. TER) TO NEW OVIERATOR FOR OWAR AND METWATER. RUM LN 30' BELOW FN& O GRADE
0012 N 1' COFDW FROM MWON WV ESS ATS "a MW SHELTER) TO NEWGDiE1MIORFORCONTROLCRCUTSRIMMN30' SELDW FINISHED GRADE
9 (3) CAT -5 CABLES N 1' PVC COMpUT FROIt NDN GENERATOR TO YF]
tIZON WIRELESSCUPIENTFORMANCiVJIMRUNMN30' BELOW FW ED GRADE
t0 NETT VERZON WFMISS ODIERATOR ON 6' X 10' !£AERATOR PAD.
MEW"080 KE OONOUITS NTN EIb " LLANUF'
ACTURER
SKCK MOTE
t. ALL CONDUITS PROVIDED ABOVE GRADE SHALL BE RNC,PROVIDE PVC- TO-
RNC COUPLINGS AT 18' BELOW GRADE.
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UTILITY METER (MOUNTED ON
SHELTER). COORDINATE
OF METER WITH
UTILITY COMPANY
METERBASE PROVIDED BY
UTILITY COMPANY,
CONTRACTOR INSTALLED
TELEPHONE JUNCTION BOX -
48" SQUARE BY 12"
DEEP, NEMA 3R
4" PVC TELCO CONDUIT (SCHEDULE 40)
WITH PULL WIRE,
30" BELOW GRADE.
TO STUB
TO STUB OUT- -
t
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PVC
4" PVC CONDUIT FOR INCOMING
POWER SERVICE
NOT TO SCALE
8" PVC PLUG
6" (TYP) 2" (TYP) T /FINISHED GRADE
2 TINNED BARE
DIPPER WIRE TESTING
LOOP, CADWELD TO
GRADE
GROUND RING.
POLYPHASER
R 3
GROUNDING STRAPS
CONNECT STRAPS
TO GND RING WITH
SANDWICH BAR—
f2 TINNED SOLID
SOLID COPPER
GROUND RING —
2 WAVEGUIDE GROUNDING DETAIL
E —Z NOT TO SCALE
ip
2 COPPER SERVICE
ROUND WIRE
8" PVC COUPLING
THRO.)
Ti
NOTCH SIDES OF 8"
PVC SCHED 40 PIPE
TO ALLOW EXIT/
ENTRANCE OF GROUND
RING
GROUND RING
TRENCH BOTTOM
O
FINISHED GRADE
CADWELD
GROUND RING
r
SHELTER GROUND RING
MA71C. SHEET E -3)
COPPER CLAD GROUND ROD
5/
8" X 10' LONG
TYPICAL. SPACING 10' c/
c
NOTE:
PROVIDE ADDITIONAL GROUND RODS AS REQUIRED TO
ACHIEVE MAXIMUM 3 OHMS RESISTANCES/
8"
X 10'
GROUND ROD
s INSPECTION PORT DETAIL
E -
2
NOT TO SCALE
4 GROUND ROD DETAIL
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TRACKERS LANE
4921 TFS LANE
NORTH GARDEN, VA
22959
AIBEMARI.
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COUNTY
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200A, 240VAC, 2P, NEAIA 3R
SQUARED #02220ONRB CIRCUIT
BREAKER RE WITH
SQUARE 0 //pp
CIRCUIT BREAKER
3/
3/0 IN 2"
PVC CONDUIT
4" PVC TELCO CONDUIT (SCHEDULE 40) WITH
3)) WAY INNERDUCT W /4' LB TRANSITION
2f3/
0 AND 1/
4 O EL
PTITIONED
CND IN 2" PVC
CONDUIT
SHELTER'
S NTEGRAI.
P-
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1 EOUIPMEHT SHELTER
TEGR4L N - PP- I'
1
8" PVC PLUG
6" (TYP) 2" (TYP) T /FINISHED GRADE
2 TINNED BARE
DIPPER WIRE TESTING
LOOP, CADWELD TO
GRADE
GROUND RING.
POLYPHASER
R 3
GROUNDING STRAPS
CONNECT STRAPS
TO GND RING WITH
SANDWICH BAR—
f2 TINNED SOLID
SOLID COPPER
GROUND RING —
2 WAVEGUIDE GROUNDING DETAIL
E —Z NOT TO SCALE
ip
2 COPPER SERVICE
ROUND WIRE
8" PVC COUPLING
THRO.)
Ti
NOTCH SIDES OF 8"
PVC SCHED 40 PIPE
TO ALLOW EXIT/
ENTRANCE OF GROUND
RING
GROUND RING
TRENCH BOTTOM
O
FINISHED GRADE
CADWELD
GROUND RING
r SHELTER GROUND RING
MA71C. SHEET E -3)
COPPER CLAD GROUND ROD
5/
8" X 10' LONG
TYPICAL. SPACING 10'
c/
c
NOTE:
PROVIDE ADDITIONAL GROUND RODS AS REQUIRED TO
ACHIEVE MAXIMUM 3 OHMS RESISTANCES/
8" X 10'
GROUND ROD
s INSPECTION PORT DETAIL
E -
2 NOT TO SCALE
4 GROUND ROD DETAIL
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M114
TRACKERS LANE
4921 TFS LANE
NORTH GARDEN, VA
22959
AIBEMARI.
E COUNTY
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2 BARE, TINNED SOLO COPPER GROUND 30' BELOW GRADE (MIN.)
2 ) +2 COPPER AWN SERVICE GROUND WIRE.
Q ICE MIDGE.
GROUND LEAD FROM POLYPHASER (SANDWICH) GROUND BAR (LOCATED
BELOW WAV011=
0 TO GROUND RING. BOND WAVEGUiOE HATCH
PLATE WITH GROUND STRAPS (FURNISHED BY VEFBZON WIRELESS) (TYP OF TWO).SEE DETAIL 2. SHEET E -2.
2_
STRANOEO DOWNLEAD FROM SHELTER'
S HALO TO EXTERIOR
UND. ENCASE GROUND WIRE IN 1/
2
SEAL-
TIGHT ABOVE GRADE.
GROUND LEAD FROM A/
C UNIT FRAME TO GROUND RING,
0 TELCO ENTRANCE GROUND LEAD.
GROUND LEAD FROM SHELTER POWER CENTER 'PP -1' TO SHELTER DISCONNECT.
t'
9 INSPECTION PORT B' DN PVC SCH. 40 WITH WPM & CAP (2 REO'
D) OPPOSIE AIDS OV
OF TWO). SEE OETAL 3. SHEET E -
10 CADWELD (TYP).
11 CADWELD TO TOWER BOTTOM GROUND BAR (TYP OF TWO).
t2 CADWELD TO ICE BRIDGE POST (TYP OF TWO).
13 CADWELD TO NEW TOWER GROUND RING (TYP OF TWO).
14 GROUND ROD, TYP. SEE DETAIL 4, SHEET E -2.
15 TIN COATED TOWER GROUND BAR FASTENED WITH THEFT PROOF
STAINLESS STEEL HARDWARE.
t8 GATE GROUNDING. SEE DETAIL 4 ON THIS SHEET.
17 FENCE GROUNDING (TYP), SEE DETAIL 3 ON THIS SHEET.
CADWELD (TYP)
EQUIPMENT SHELTER
SEE SiTE PLAN FOR
SIZE AND LOCATION
SPLICE (AS REQUIRED)
SHELTER
NOT TO SCALE
SCHEMATIC
GROumm WM3
I. EGR - (EXTERIOR GROUND RING) THE BUILDING GROUNDING SYSTEM SHALL BE 4.
RE;
gZTY EGR INSPECTION - 24 -HOUR NOTICE SHALL BE GIVEN TO VERIZON PCS
INSTA BY CONTRACTOR. GROUND LEADS OF SUFFICIENT LENGTH SHALL BE BEFORE THE COMPLETION OF THE EGR, TO ALLOW FOR AN OPEN TRENCH INSPECTIONPROVIDEDFORTHEFOLLOWING. OF THE SYSTEM, AND TO WITNESS THE GROUND FEW RESISTIVITY TEST. A THREE
A TWO (2 IREGROUNDLEADSFORTHEBASEOFTHETOWER. ELECTRODE FALL OF POTENTIAL TEST IS REQUIRED WITH AN EXPECTED READING OF
B. TWO 2 GROUND LEADS FOR THE TOWER BOTTOM GROUND BAR. LESS THIN 5 OHMS. A RESISTIVITY TEST REPORT, WITH A COPY OF THE TEST UNIT'
S
C. GROU LEADS SWILL BE PROVIDED FOR EACH ICE - BRIDGE POST. MOST RECENT CALIBRATION CERTIFICATION IS REQUIRED.
D. TWO (2) GROUND LEADS SWILL BE CADWELDED TO THE BASE OF POLYPHASER
STRAPS AT EACH END OF THE SANDWICH BAR THAT iS PROVIDED. 5. ELECTRICAL SERVICE - CONTRACTOR SHALL FURNISH AND INSTALL ONE RUN OF 2' TYPE -C
E. GROUND LEADS SHALL BE PROVIDED FOR EACH MECHANICAL UNIT. PVC CONDUIT FROM THE BUILDINGS ELECTRICAL DISCONNECT TO THE COMPOUND'
S METER
F. GROUND LEAD SWILL BE PROVIDED FOR THE TELCO GROUND BAR. BASE. CONTRACTOR SHALL FURNISH AND INSTALL THE ELECTRICAL. SERVICE FOR THE
G. GROUND LEADS SHALL BE PROVIDED FOR EACH CORNER OF THE BUILDING BUILDING, CONSISTING OF THE CONDUIT AND WIRE FOR A 200 AMP, SINGLE PHASE
AND TWO CENTER LEADS. SYSTEM.
H. ONE (1) GROUND LEAD SHALL BE PROVIDED FOR THE ELECTRICAL DISCONNECT
AT BUILDING, 6. TELECOM CONDUIT - CONTRACTOR SHALL. FURNISH AND INSTALL A 2' TYPE -C PVC CONDUIT
I. ONE (1) GROUND LEAD SWILL BE PROVIDED FOR THE METER BASE, FROM THE TELEPHONE PROVIDER'
S PEDESTAL OR CABINET TO THE EQUIPMENT SHELTER,
2. POLYPHASER - CONTRACTOR SHALL ATTACH THE POLYPHASER GROUND STRAPS TO THE 7. EXISTING BELOW GRADE GROUNDING SYSTEM iS BASED ON PROTOTYPICAL GROUNDING SYSTEMSBUILDINGANDCONNECTTHEMTOTHEEXTERIORGROUNDRINGPERSPECIFICATIONS. FOR CELLULAR SITES OF THIS NATURE AS WELL AS FIELD OBSERVATIONS OF ABOVE GRADEVERIZONPCSSHALLFURNISHTHEPOLYPHASERGROUNDSTRAPS. BONDING CONDITIONS. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING GROUNDING SYSTEM
3. GROUND RING - CONTRACTOR SHALL INSTALL A GROUND RING PER VERIZON PCS'
IS IN PLACE AND SHALL INDICATE EXACT ROUTING OF THE GROUNDING SYSTEM USING SURFACE
SPECIFICATIONS, THE GROUND RING MUST BE INSTALLED TO DEPTH OF 30', 10'
MARKING METHOD. WHERE PUNS INDICATE TO CONNECT E GRO
GROUNDING SYSTEM
CONTRACTOR SHALL CAREFULLY EXCAVATE TO EXPOSE E%
IEXISTING GROUNDING CONDUCTOR. USEGROUNDRODSSPACED 'TIP TO TIP' AND IN EACH GORIER, #2 TINNED SOLID CARE TO MAINTAIN CONTiNUITY OF EXISTING GROUND SYSTEM WHEE PERFORMING WORKCOPPER. EXOTHERMIC WELDS SLY BELOW GROUND. /2 LEADS FROM THE EGR UNDER THIS CONTRACT.ARE TO BE SLEEVED N PVC. TOWER ATTACHMENTS EXTERIOR BUS BARS, ICE- BRIDGE
POST A
ND POLYPHASER SANDWICH BAR ARE T k ATTACHED BY EXOTHERMIC WELD,
2 LEADS FOR ATTACHMENT TONTOTHESHELTERANDDOUBLE T
C-TAPPED ROGROUND
Q S DOWN-
BROUGHT
I LEADS
INSIDE OF THE 81JUN0. THE GROUND RING SHALL BE EXOTHERMI ALLY WELDED TO
THE EXISTING TOWER GROUND RING AT A MINIMUM OF TWO POINTS AND
SHOULD BE ACCESSIBLE BY A CAPPED PVC TEST WELL. ADDITIONALLY, CONTRACTOR SHALL
BE RESPONSIBLE FOR ANY DAMAGE THAT MAY BE CAUSED TO ANY EASTNG GROUND
RING DURING THE INSTALLATION OF THE NEW GROUND RING. _ — ' - — — ' — — — — — —
I • —
BAtSED WIRE
1
I1
CORNER FENCE A
POST \
s FENCE FABRIC
2 A
I
AWG TINNE SOLID
BA / _-
CADWELD EXTERIOR ' \ i
HALO GROUND
FINISH GRADE
GROUND ROD 3/
8' % 10' LG / ,' '
O 10' SPACING AND
CADWELD TO GROUNDING
RING
WIRE - n
EXTEND
TO SHELTER GROUND RING
3 FENCE GROUNDING DETAIL
E -3 NOT TO SCAU
L NEW 1
I TOWER (SEE 1
I ELEVATION VIEW 1
1 FOR EXACT
TYPE)
TOWER
GROUND RING
NOTE: CUSTOMER SHELTER GROUNDING
b BE INSTALLED PM CUSTOMER
SPECi1CAIIONS.
111SEE 10 H! E (T
1
1
TE
1 3 AND 4 , )
2 AWO TBCW AWG TBCW
cAiIY TO - CABLE
CADWELD (TYP.)
GROUND RING, /2 AWG. TSCW
MIN 30' BELOW ROUGH GRADE
OR THE GREATER DEPTH OF 6'
llQIE:
BELOW THE FROST UNE).
I. THE J2 DWG. T8L1V, FROM THE GROUND RING SHALL BE CADTNELOED TO THE
POST. ABOVE GRADE.
2. BONO EACH HORIZONTAL POLE/
BRACE TO EACH OTHER AND TO EACH VERTICAL
POLE BONDED TO THE pDIIIOR GROUND RING
3. GATE JUMPER SITY1 BE 14/
0 ANG WMNG CABLE OR KEW COPPER
BRND BINUOY TYPE B IM SLEEVES ON EACH END Oman FOR
00TFE4111C WELDING.
4. GAZE JUMPER SHALL BE INSTALLED SO THAT R WILL NOT BE %6JECTTD TO
ONAWING SiRAN WHEN GATE IS FULLY OPEN N EITHER DNWION.
GATE GRi
NOT TO SCALE
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