HomeMy WebLinkAbout05-02 Winchester Propane Plant (Quarles) - Stonewall - BackfileDRAINAGE AREA MAP
1 " = 1000'
\ VDO-YAZAKI CORP.
\ \ TM 54-A-((4))-4
ZONE: M-1
DB 803 PG 6
\ \ \ \ USE: VACANT
VDO-YAZAKI CORP.
TM 54-A-((4))-3
ZONE: M-1
DB 640 PG 726
USE WAREHOUSE
SP: 36-99
EXCERPT FROM USGS QUAD MAP
SITE NARRATIVE
EXIST. SAN. M.H.
1 INSTALL SILT FENCE AROUND PERIMETER OF WORK AREA cc��
S EXCAVATE DRAINAGE SWALE AND INSTALL 36" STORM CULVERT
3 PLACE RIP RAP AT OUTLET END OF 36" STORM CULVERT
4 INSTALL SOD IN DRAINAGE SWALE AND SECURE WITH NETTING AND PEGS
5 INSTALL 30,000 GALLON ABOVE GROUND PROPANE TANK i
6 RELOCATE PROPANE TRANSPORT OFF LOAD STATION AND INSTALL PROPANE PIPE
7 GRADE NEW TRANSPORT OFF LOAD PARKING SPACE AND PLACE 8" OF COMPACTED GRAVEL
8 SEED AND MULCH ALL DISTURBED AREAS NOT COVERED WITH SOD OR GRAVEL /
i
/
NORTHWESTERN
` WORKSHOP
TM 54-A-81 D
ZONE: M-1
USF- MANUFACTURING
\\ \ /EXIST G \
\ \ � FIRE H RANT \ \
76
�Q 15
/
/✓ D
Pip,
, QUARLES 'PETROLE
EXISTING
_QRE HYDRAN ��1
1 /
-e a \
j -130' OF TRAPAZOIDAL DRAINAGE
CHANNEL (2370 SF)
/ 20
DETAIL FOR
TRAPAZOIDAL - GRASS LINED CHANNEL
SECT "A -A" SCALE: 1 "=5'
LINE CHANNEL WITH SOD PER "VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK" STD & SPEC 3,33.
SECURE SOD WITH NETTING & PEGS PER HANDBOOK
PLATE 3.33-2.
SNEER F�O�
1 SET STAKES
4
2 EXCAVATE 4%4" TRENCH
UPSLOPE ALONG STAKE LINE
3 STAPLE FILTER FABRIC TO STAKES
AND EXTEND IT INTO TRENCH
4 BACKFILL TRENCH AND
COMPACT BACKFILL
CONSTRUCTION OF A SILT FENCE
SF1 ( WITHOUT WIRE SUPPORT
REFERENCE VESCH PLATE 3.05-2
\\ \\ 1\\
\ \ /
xt
F
\ �o 4 aF \ TF�\
240' OF TRAPAZOIDAL DRAINAGE CHANNEL—
(6 FT WIDE BOTTOM WITH 1:2.5 SIDE SLOPE -
GRASS LINED CHANNEL) (5130 SF)
-_ V\06,
' o
100
`s
STORM DRAINAGE EVALUATION (RATIONAL METHOD) ?✓�
1 OFF SITE WATERSHED AREA FLOWING TOWARDS SITE = 38 ACRES J
2 TIME OF CONCENTRATION = 30 MINUTES
3 USE PRE -DEVELOPED RUN OFF COEFFICIENT = 0.35
4 USE 2 YEAR STORM INTENSITY = 2.7 IN/HR J'
5 PROPOSED DRAINAGE SWALE IS TO PROVIDE OVERLAND CHANNEL ADEQUATE FOR UPGRADIENT WATERSHED.
CHANNEL CAPACITY ACCOMMODATES THE PRE -DEVELOPED, 2 YEAR STORM. UPGRADIENT OWNERS
SHALL BE RESPONSIBLE FOR ATTENUATING TO PRE -DEVELOPED, 2 YEAR STORM RATE OF RUN OFF.
16 \\
6' BOARD ON BOARD FENCE \\\
(OPAQUE SCREEN FOR OUTDOOR �\
` STORAGE) - 60' LONG \
REWORK FENCE TO PROVIDE 28 GATE \ \
) vv WITH 24' WIDE ENTRANCE/TRAVEL LANE \
�_��-�_ \
�., -'--,,,-,TWIN 13"x19" CMPA \
L1 = 22.5' AT N 48-22 1
�\ \` L2= 14.9'ATS41-38I
WINCHE
TM 54-
\\ \�\ \\, SP: 00
i / --y USE:
QUARLES PETROLEUM, INA
779 SMITHFIELD AVENUE \\ \
D.B. 676 PG. 227 PARCEL \ \ ,
USE: FUEL STORAGE &
HANDLING
ZONE: M1 / \ \
EROSION AND SEDIMENT CONTROL NOTES
1 ALL VEGETATION AND STRUCTURAL EROSION & SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIVICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS,
2 THE CONTRACTOR WILL OBTAIN A LAND DISTURBANCE PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY WORK.
3 THE CONTRACTOR WILL CONTACT THE PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
4 THE CONTRACTOR WILL INSTALL THE CONSTRUCTION ENTRANCE AND PRIMARY EROSION AND SEDIMENT CONTROLS PRIOR TO LAND DISTURBING ACTIVITIES AS SHOWN ON THE SITE PLAN.
5 WITHIN SEVEN DAYS OF REACHING FINAL GRADE, THE CONTRACTOR WILL PERMANENTLY SEED ALL DISTURBED AREAS,
6 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL MEASURES DETAILED BY THE APPROVED PLAN AND ANY ADDITIONAL MEASURES NECESSARY AS DETERMINED BY THE
PLAN APPROVING AUTHORITY,
7 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN WILL BE MAINTAINED ON THE SITE AT ALL TIMES.
8 THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEDIMENT CONTROL MEASURES FOR DRAINAGE FROM ALL DISTURBED AREAS AT ALL TIMES.
9 THE CONTRACTOR WILL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN
THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES WILL BE MADE IMMEDIATELY.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION: INSTALL PROPANE STORAGE TANK AND GRADE OUTFALL CHANNEL FOR STORM RUN OFF DRAINAGE,
EXISTING SITE CONDITIONS: DEVELOPED INDUSTRIAL LOT WITH COMBINATION OF GRAVEL AND ESTABLISHED LAWN GROUND COVER. SITE DRAINS TO NORTH WITH SHEET FLOW ONTO ADJOINING PROPERTY.
ADJACENT PROPERTIES: UNDEVELOPED INDUSTRIAL LOT TO NORTH, DEVELOPED INDUSTRIAL LOT TO WEST, DEVELOPED INDUSTRIAL LOT TO SOUTH AND PUBLIC STREET RIGHT OF WAY TO EAST.
EROSION CONTROL MEASURES: - PERIMETER SILT FENCE
- RIP RAP OUTLET PROTECTION AT 36 INCH CULVERT
- SOD CHANNEL LINING SECURED WITH NETTING AND PEGS
- PERMANENT SEEDING WITH MULCH
PERMANENT STABILIZATION: ESTABLISHMENT OF GRASS ON AREAS DISTURBED BY CONSTRUCTION ACTIVITY WHICH ARE NOT COVERED BY GRAVEL, PAVEMENT OR BUILDING.
MAINTENANCE PROGRAM: 1 INSPECT ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGE AND/OR DEFICIENCIES WILL BE
REPAIRED AND/OR IMPROVED IMMEDIATELY.
2 INSPECT ALL EROSION CONTROL MEASURES DAILY AND EVALUATE EFFECTIVENESS OF MEASURES. DAMAGE AND/OR DEFICIENCIES WILL BE REPAIRED AND/OR
IMPROVED AS NEEDED.
PARKING TABULATIONS
YARD IS USED TO PARK PROPANE DELIVERY TRUCKS
MAXIMUM DRIVERS FOR A GIVEN SHIFT = 6
6 SPACES REQUIRED / 9 SPACES PROVIDED
LOADING SPACE TABULATIONS
AT 1 SPACE REQUIRED PER 40,000 GFA, THE
1,960 GFA GENERATES NEED FOR 1 LOAD SPACE
THE EXISTING 12'x36' LOAD SPACE WILL BE EXTENDED
9' (CONCRETE) TO MEET 12'x45' REQUIREMENT
-----------------
OPEN SPACE CALCULATIONS
DESCRIPTION
IMPERVIOUS
AREA (SF)
PERVIOUS
AREA (SF)
TOTAL
AREA (SF)
GRAVEL PARKING
24,980
CONCRETE PAD
430
BUIILDING
1,960
PROPANE TANKS
1,836
CANOPY
228
LAWN OPEN
58 773
SUBTOTAL
29,434
58,773
88,207
OPEN SPACE _ (58,773 / 88,207)(100) = 66.6%
66.6% EXCEEDS 15% OPEN SPACE REQUIREMENT
OFFSITE WATERSHED = 38 AC (1,655,280 SF
ONSITE WATERSHED = 2 AC ( 87,120 SF;
DISTURBED AREA = 8,990 SF
DISTURBED AREA _ 8,990 = 0.0052 (0.5%)
TOTAL WATERSHED 1,742,400
DISTURBED AREA IS LESS THAN 1% OF WATERSHED
AREA, THEREFORE NO STORMWATER MANAGEMENT
" °° 1UIRED.
lee
Y
1
1
vy1v
OWNER/
DEVELPPER; QUARLES PETROLEUM, INC,
1701 FALL HILL AVENUE
FREDERICKSBURG, VA 22401
(540) 371-2400
DESIGNER: CRAIG A. McBRIDE
QUARLES PETROLEUM, INC.
1701 FALL HILL AVENUE
FREDERICKSBURG, VA 22401
(540) 371-2400
FLOOR AREA RATIO (FAR)
1960 SF = 0.0225
87120 SF
CONTACT NUMBERS
QUARLES PETROLEUM, INC.
ENGINEERING FIRM:
ZONING ENFORCEMENT:
SITE INSPECTIONS:
EROSION & SEDIMENT CONTROL:
SANITARY SEWER AND WATER:
TELEPHONE:
ELECTRIC:
GAS:
MISS UTILITY:
WILLIAM QUARLES (540) 371-2400
QUARLES PETROLEUM, INC. - CRAIG McBRIDE (877) 444-3835
DEPARTMENT OF PLANNING (540) 665-5651
DEPARTMENT OF INSPECTIONS (540) 665-5650
DEPARTMENT OF PUBLIC WORKS (540) 665-5643
CITY OF WINCHESTER (540) 667-1815
VERIZON (301) 954-6282
ALLEGHANY POWER (800) 654-3317
SHENANDOAH GAS COMPANY (540) 869-1111
1-800-257-7777
I
L O
w Ln
O II
O
z � w
c.a w
I--- Q
o c= can
N
N
N
l�
U
m
c�
0
GENERAL NOTES
w
Q
0
1 EROSION CONTROL MEASURES SHALL COMPLY WITH 'VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK".
2 PROPANE EQUIPMENT MATERIAL AND INSTALLATION SHALL COMPLY WITH NATIONAL FIRE PROTECTION
ASSOCIATION (NFPA) PUBLICATION 58.
w
orf
3 PROPANE EQUIPMENT MATERIAL AND INSTALLATION SHALL COMPLY WITH ALL FEDERAL, STATE AND
LOCAL BUILDING CODE REQUIREMENTS.LLJ
z
4 PROPOSED DEVELOPMENT DOES NOT REQUIRE CONSTRUCTION OF ANY PUBLIC IMPROVEMENTS.
5 SITE HAS ACCESS TO PUBLIC WATER (HOWEVER, SERVICE IS NOT REQUIRED)
6 SITE HAS ACCESS TO PUBLIC SANITARY SEWER (HOWEVER, SERVICE IS NOT REQUIRED)
7 CONTRACTOR SHALL CONTACT MISS UTILITY (1-800-257-7777) AT LEAST 48 HOURS PRIOR TO LAND
z
DISTURBANCE ACTIVITY.
M
8 BOUNDARY AND TOPOGRAPHY INFORMATION REFLECTS APPROVED SITE PLAN INFORMATION OF RECORD
N
FOR ADJACENT DEVELOPMENTS.
9 PROJECT BENCHMARK IS FINISH FLOOR ELEVATION OF SLAB FOR POLE BUILDING,
aj
10 ALL OUTDOOR LIGHTING SHALL BE SHIELDED AND DIRECTED AWAY FROM ADJOINING PROPERTY
11 NO SIGNS EXIST ON SITE AND NO SIGNS ARE PROPOSED ON SITE. A "QUARLES" DECAL WILL BE
APPLICED TO THE PROPOSED PROPANE TANK. DECAL WILL BE 20" X 109"
0
0
ZONING ADMINISTRATOR DATE
THIS SITE PLAN IS VALID FOR (5) FIVE
{
YEARS FROM THIS DATE OF APPROVAL
z
>>
o
J
z
Y
Q
O
w
Y
N
522
z
1322
O
VICINITY MAP
1 " = 2000'
783
N
O
cD
N
N
0
z c
� o w
w
z � w
cl-
oz�
wo-w
rr,
cnc��w w
U O U
Ua >
�-
Z
W
SITE NARRATIVE
EXIST, SAN. M.H.
1 INSTALL SILT FENCE AROUND PERIMETER OF WORK AREA
S EXCAVATE DRAINAGE SWALE AND INSTALL 36" STORM CULVERT
p,-1411112 EXCAVATE 4%4" TRENCH
� •kirr5ij��
UPSLOPE ALONG
\ \ EXISTfNG I
FIRE HiRANT /
VDO-YAZAKI CORP.
\\ \ TM 54-A-((4))-4
ZONE: M-1
USE: VACANT /J/� Xi,
/C_D o. \FO X
QUARLES 'PETROLEUM, INC. ems, / \�
ZONE: M-2
`� \ /_ /DO 676 PG 227
\ ,+
USE: PROPANE STORAGE
/'\ & HANDLING
`• \ _._ -.\_ P AREA: 88,207 SF\S�'xJ� 1
(2,0249
`\ \` SILT FENCE
x�•
VDO-YAZAKI CORP.h`
TM54-A-((4))-3
ZONE: M 1 1\� \ EX. 6' FENCE
�\
DB 640 PG 726 \ \ .r`"`;� / %' : / moo' 350'.., ;; \ 6' BOARD ON BOARD FENCE \
(OPAQUE SCREEN FOR OUTDOOR
USE: WAREHOUSE ` EXIST. SHED; (GFA=16, 15'H) /' / �:.. 9 \
�. EXIST. POLE / ` STORAGE) - 60 LONG
SP: 36-99 / EXIST. LOAD SPACE
EXISTING `, i '', BLDG (12' x 36' CONCRETE' PAD '} \
_QRE HYDRAN ��� \ ' ; ' �� FF=21.5 9'i 12' % j \ \� / , ..._V6 \ \
% REWORK FENCE TO PROVIDE 28' GATE \
` - 23 H \ EXTENSION \ \? \` \' WITH 24' WIDE ENTRANCE/TRAVEL LANE \\
\ GFA-180 PROPOSED
! x15' \' L 30,000 PROPANE j _\ 4 \
EROSION AND SEDIMENT CONTROL NOTES
1 ALL VEGETATION AND STRUCTURAL EROSION & SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIVICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
2 THE CONTRACTOR WILL OBTAIN A LAND DISTURBANCE PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY WORK,
3 THE CONTRACTOR WILL CONTACT THE PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
4 THE CONTRACTOR WILL INSTALL THE CONSTRUCTION ENTRANCE AND PRIMARY EROSION AND SEDIMENT CONTROLS PRIOR TO LAND DISTURBING ACTIVITIES AS SHOWN ON THE SITE PLAN,
5 WITHIN SEVEN DAYS OF REACHING FINAL GRADE, THE CONTRACTOR WILL PERMANENTLY SEED ALL DISTURBED AREAS.
6 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL MEASURES DETAILED BY THE APPROVED PLAN AND ANY ADDITIONAL MEASURES NECESSARY AS DETERMINED BY THE
PLAN APPROVING AUTHORITY,
7 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN WILL BE MAINTAINED ON THE SITE AT ALL TIMES.
8 THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SEDIMENT CONTROL MEASURES FOR DRAINAGE FROM ALL DISTURBED AREAS AT ALL TIMES,
9 THE CONTRACTOR WILL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN
THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES WILL BE MADE IMMEDIATELY.
EROSION AND SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION: INSTALL PROPANE STORAGE TANK AND GRADE OUTFALL CHANNEL FOR STORM RUN OFF DRAINAGE.
EXISTING SITE CONDITIONS: DEVELOPED INDUSTRIAL LOT WITH COMBINATION OF GRAVEL AND ESTABLISHED LAWN GROUND COVER, SITE DRAINS TO NORTH WITH SHEET FLOW ONTO ADJOINING PROPERTY.
ADJACENT PROPERTIES: UNDEVELOPED INDUSTRIAL LOT TO NORTH, DEVELOPED INDUSTRIAL LOT TO WEST, DEVELOPED INDUSTRIAL LOT TO SOUTH AND PUBLIC STREET RIGHT OF WAY TO EAST.
EROSION CONTROL MEASURES: - PERIMETER SILT FENCE
- RIP RAP OUTLET PROTECTION AT 36 INCH CULVERT
- SOD CHANNEL LINING SECURED WITH NETTING AND PEGS
- PERMANENT SEEDING WITH MULCH
PERMANENT STABILIZATION: ESTABLISHMENT OF GRASS ON AREAS DISTURBED BY CONSTRUCTION ACTIVITY WHICH ARE NOT COVERED BY GRAVEL, PAVEMENT OR BUILDING.
MAINTENANCE PROGRAM: 1 INSPECT ALL EROSION CONTROL MEASURES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGE AND/OR DEFICIENCIES WILL BE
REPAIRED AND/OR IMPROVED IMMEDIATELY.
2 INSPECT ALL EROSION CONTROL MEASURES DAILY AND EVALUATE EFFECTIVENESS OF MEASURES. DAMAGE AND/OR DEFICIENCIES WILL BE REPAIRED AND/OR
IMPROVED AS NEEDED,
PARKING TABULATIONS
YARD IS USED TO PARK PROPANE DELIVERY TRUCKS
MAXIMUM DRIVERS FOR A GIVEN SHIFT = 6
6 SPACES REQUIRED / 9 SPACES PROVIDED
LOADING SPACE TABULATIONS
AT 1 SPACE REQUIRED PER 40,000 GFA, THE
1,960 GFA GENERATES NEED FOR 1 LOAD SPACE
THE EXISTING 12'x36' LOAD SPACE WILL BE EXTENDED
9' (CONCRETE) TO MEET 12'x45' REQUIREMENT
OPEN SPACE CALCULATIONS
DESCRIPTION
IMPERVIOUS
AREA (SF)
PERVIOUS
AREA (SF)
TOTAL
AREA (SF)
GRAVEL PARKING
24,9810
CONCRETE PAD
430
BUIILDING
1,960
PROPANE TANKS
1,836
CANOPY
228
LAWN OPEN
58,773
SUBTOTAL
29,434
58,773
88,207
OPEN SPACE = (58,773 / 88,207)(100) = 66.6%
66.6% EXCEEDS 15% OPEN SPACE REQUIREMENT
STORMWATER MANAGEMENT PLAN
OFFSITE WATERSHED = 38 AC (1,655,280 SF)
ONSITE WATERSHED = 2 AC ( 87,120 SF
DISTURBED AREA = 8,990 SF
DISTURBED AREA _ 8,990 = 0.0052 (0.5%)
TOTAL WATERSHED 1,742,400
DISTURBED AREA IS LESS THAN 1% OF WATERSHED
AREA, THEREFORE NO STORMWATER MANAGEMENT
" or tUIRED.
EXIST. POLE LIGHT \
RIP RAP \ t // "TANK (62,0 SF) — `` 1_iST. GRAVEL
36 AD - _--� "' GUARD.—, \�11
STORM� RAIL
�� - �- ' EXIST TWIN 13"x19" CMPA \
CULVERT �S _ EXIST. CAN
( 0•H.,, ;
\ / �\ o�\\ s \- RELOCATED
(50 FT) (12'x19') \ OFF LOAD
% i O STATION L1 = 22.5' AT N
OUTSIDE STORoE = 14.9 AT 5
130' OF TRAPAZOIDAL DRAINAGE FOR EMPTY;
5 S
CHANNEL (2370 SF) o, ` n�� `� ,PROPANE TANKS, yP� , ; ' ;, /
1
co
,
QUARLES PETROLEUM, INC.
779 SMITHFIELD AVENUE\ \
/ D B 676 PG 227 PARCEL \\ \ \
OWNER/
DEVELPPER: QUARLES PETROLEUM, INC,
1701 FALL HILL AVENUE
FREDERICKSBURG, VA 22401
(540) 371-2400
DESIGNER: CRAIG A. McBRIDE
QUARLES PETROLEUM, INC.
1701 FALL HILL AVENUE
FREDERICKSBURG, VA 22401
(540) 371-2400
FLOOR AREA RATIO (FAR)
1960 SF = 0.0225
87120 SF
CONTACT NUMBERS
QUARLES PETROLEUM, INC.
ENGINEERING FIRM:
ZONING ENFORCEMENT:
SITE INSPECTIONS:
EROSION & SEDIMENT CONTROL:
SANITARY SEWER AND WATER:
TELEPHONE:
ELECTRIC:
GAS:
MISS UTILITY:
0
rn
0
J
C
I
`-n
co
Ln
O
II
O
z
w
Q
=
a
cn
cn
WILLIAM QUARLES (540) 371-2400
QUARLES PETROLEUM, INC. - CRAIG McBRIDE (877) 444-3835
DEPARTMENT OF PLANNING (540) 665-5651
DEPARTMENT OF INSPECTIONS (540) 665-5650
DEPARTMENT OF PUBLIC WORKS (540) 665-5643
CITY OF WINCHESTER (540) 667-1815
VERIZON (301) 954-6282
ALLEGHANY POWER (800) 654-3317
SHENANDOAH GAS COMPANY (540) 869-1111
1-800-257-7777
N
N
N
I
cr
00
o I
N �
U w N
z �
= m o
LLJ
0-
N
cnQv�
w �
clf o I
->`owa
c � w L
GENERAL NOTES
1 EROSION CONTROL MEASURES SHALL COMPLY WITH "VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK".
2
PROPANE EQUIPMENT MATERIAL AND INSTALLATION SHALL COMPLY WITH NATIONAL FIRE PROTECTION
N
ASSOCIATION (NFPA) PUBLICATION 58.cal
'w
3
PROPANE EQUIPMENT MATERIAL AND INSTALLATION SHALL COMPLY WITH ALL FEDERAL, STATE AND
uj
LOCAL BUILDING CODE REQUIREMENTS.
4
PROPOSED DEVELOPMENT DOES NOT REQUIRE CONSTRUCTION OF ANY PUBLIC IMPROVEMENTS.
w
5
SITE HAS ACCESS TO PUBLIC WATER (HOWEVER, SERVICE IS NOT REQUIRED)
s
6
SITE HAS ACCESS TO PUBLIC SANITARY SEWER (HOWEVER, SERVICE IS NOT REQUIRED)
w
7
CONTRACTOR SHALL CONTACT MISS UTILITY (1-800-257-7777) AT LEAST 48 HOURS PRIOR TO LAND
z
DISTURBANCE ACTIVITY.
E5
8
BOUNDARY AND TOPOGRAPHY INFORMATION REFLECTS APPROVED SITE PLAN INFORMATION OF RECORD
FOR ADJACENT DEVELOPMENTS.
9
PROJECT BENCHMARK IS FINISH FLOOR ELEVATION OF SLAB FOR POLE BUILDING.
10
ALL OUTDOOR LIGHTING SHALL BE SHIELDED AND DIRECTED AWAY FROM ADJOINING PROPERTY
11
NO SIGNS EXIST ON SITE AND NO SIGNS ARE PROPOSED ON SITE. A "QUARLES" DECAL WILL BE
J
APPLICED TO THE PROPOSED PROPANE TANK. DECAL WILL BE 20" X 1019"
_
'o
Of
�
o
Q
ZONING ADMINISTRATOR DATE
THIS SITE PLAN IS VALID FOR (5) FIVE
YEARS FROM THIS DATE OF APPROVAL
Z
z
Y
U
O
522 Z
C/7
w
' - 16 !� USE: FUEL STORAGE & 1322 0
240' OF TRAPAZOIDAL DRAINAGE CHANNEL \ \� / /
v o
(6 FT WIDE BOTTOM WITH 1:2.5 SIDE SLOPE - HANDLING '�� \ \ \ / SIT Q
\ '' ZONE: M1
GRASS LINED CHANNEL) (5130 SF)2.5
CN
CD
DETAIL FOR
TRAPAZOIDAL - GRASS LINED CHANNEL
SECT "A -A" SCALE: 1 "=5'
LINE CHANNEL WITH SOD PER "VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK" STD & SPEC 3.33.
SECURE SOD WITH NETTING & PEGS PER HANDBOOK
PLATE 3,33-2.
oell
STORM DRAINAGE EVALUATION (RATIONAL METHOD) a �A \;\ \ �v
1 OFF SITE WATERSHED AREA FLOWING TOWARDS SITE = 38 ACRES
2 TIME OF CONCENTRATION = 30 MINUTES
COB A.'���
3 USE PRE -DEVELOPED RUN OFF COEFFICIENT = 0.35
4 USE 2 YEAR STORM INTENSITY = 2.7 IN/HRLn
5 PROPOSED DRAINAGE SWALE IS TO PROVIDE OVERLAND CHANNEL ADEQUATE FOR UPGRADIENT WATERSHED.
CHANNEL CAPACITY ACCOMMODATES THE PRE -DEVELOPED, 2 YEAR STORM, UPGRADIENT OWNERS
T
SHALL BE RESPONSIBLE FOR ATTENUATING TO PRE -DEVELOPED, 2 YEAR STORM RATE OF RUN OFF.
\ \
VICINITY MAP
1 " = 2000'
f/
7
cn
w (:::D w
wCT)�
z�w
n
LLJ
w cn w
U O U