HomeMy WebLinkAbout07-94 Site PlanALBIN RIDGE MINI -STORAGE 0RVFLOPMEN'I ')ATA:
PROJECT: ALBIN RIDGE. STORAGE
ROUTE 619
FREDERICK COUNTY. VIRGINIA 2260:
OWNER; ROBERT A. CARTER b CLARA LORENE S, CARTER
202-1 St+LIAI. Not Lob ROAD
WINCHESTER, VIRGINIA 22603
(703) 722-1100
)FS
IGNF.R: TIMOTHY G. PAINTER, P. E.
24 EAST PICCADILLY STREET
WINCHESTER, VIRGINIA 22601
(703) 662-1565
PARCEL INFORMATION:
PIN: 42 (IA)) 1768
SITE AREA: 5.000 0 ACRES
ZONING: BUSINESS AND INDUSTRIAI.
B-3 INDUSTRIAL TRANSITION DISTRICT'
PROPOSED USE: MINI WAREHOUSE STORAGE BUILDINGS
CURRENT USE: OFFICES AND WHOLESALE MERCHANDISE
MINI WARFHOUSE STORAGE FAC'IITiFS
ZONING, REQUIREMF;N'TS
DENSITY:
PARCEL COVERAGE MUST NOT EXCFFD 151
PROP0SXLl DCVFLUPMFN'I':
COVERAGE (BUILDINGS 6 DRIVE.
AREAS 3.'+ AG.'
SETBACKS:
FRONT: 35 FT. (COLLECTOR OR
MINOR STRFF i')
FRONTAGE:
REAR: 15 FT.
PARKING:
26 SPACES PROVIDED
SIDE: 15 FT.
(INCLUDES I EA. VAN HDCP SPACE)
BUILDING HEIGHT:
35 FT,
THIS PHASE:
FLOOR AREA\LOT AREA:
1.0
0.2755 ACRES
PARKING:
PARKING/DRIVE: 18,291 SQ. FT.
OFFICES:
I SPACE PER 250 SQ. PT'.
BUILDINGS/STRDCTI'RFS: 50,516 SQ. FT'.
WHOLESALING:
1 SPACE PER EMPLOYEE
STORAGE:
i SPACE. PER 5000 Q. Fl.
2.3369 ACRES
PARKIN(; REQUIRED:
TOTAL. AREA: i5^, 31-' SQ. F -I'
EXISTING AND PHASE
III DEVELOPMF'. NT:
F.A.R. = 1.1715 ACRES!5.0 ACRES 0.:3
OFFICES:
1032 SQ. FT'. /250 SQ. FT.
`i SPACES
WHOLESALING:
8 EMPLOYEES
H SPACES
STORAGE:
33,600 SQ. FT./5000 SQ. FT.
'I SPACES
PROPOSED PHASE IV
DF.VELOPMF.N'f:
STORAGE:
12,000 SQ. FT./5000 SQ. F'I'.
3 SPACES
TOTAL. SPACES REQUIRED: -, 23 SPACES
LANDSCAPING AND
SCREENING
6 FT. SETBACK AREA, FENCED AND LANDSCAPED
PROP0SXLl DCVFLUPMFN'I':
STORAGE BUILDING
UNITS:
2 ea. MINI STORAGI'. WAREHOUSE. UNITS
FRONTAGE:
211.03 FT
PARKING:
26 SPACES PROVIDED
(INCLUDES I EA. VAN HDCP SPACE)
IAT COVERAGE:
THIS PHASE:
BUILDINGS/STRUCTURES: 12,000 SQ. FT.
0.2755 ACRES
PARKING/DRIVE: 18,291 SQ. FT.
0.6954 ACRES
T'OT'AL PARCEL:
BUILDINGS/STRDCTI'RFS: 50,516 SQ. FT'.
1.1591 ACRES
PARKING/DRIVE: 101,796 SQ- FT.
2.3369 ACRES
TOTAL. AREA: i5^, 31-' SQ. F -I'
3.4966 ACRES
FLOOR AREA\LUT AREA:
F.A.R. = 1.1715 ACRES!5.0 ACRES 0.:3
I:NCLUDF:S 2 S"PORI III DG.)
OPEN SPACE.:
65,488 SQ. FT. (30.18)
TO'T'AL PARCEL:
1.5034 ACRES
LANDSCAPING:
10 WIDE BUFFEP S'PRIP WIPH WHITE. PINES
SPACED @ 10C'C S'PAGGERED F 6' BOARD FENCF
ZONING NOTES:
1. NO ADDITIONAL. OUTDOOR FACILITIES ARE PROPOSED F'OR ;'ITIS AUDI'I'ON.
. ALI, EASEMENTS WHICH ARE APPI.IC'ABL,E TO IRIS SITE HAVE BEEN INDICATED
ON THE PLAN.
r
ALo OSI-MDGE STORAGE
FREDERICK =11 VIRGINIA
INDEX TO COUNTY LOCATION
PHASE N
EX BWY P_011D
i r1 ��
c/ I
FUR111E OEVEIDPIB/f
ALB[IN-MGFE STORAGE
PHASE IV
GAINESBORO DISTRICT
FREDERICK COUNTY, VIRGINIA
TIMOTHY G. PAINTER, P. E
24 EAST PICCADILLY STREET
WINCHESTER, VIRGINIA 22601
(703) 662-1565
III
GF.NFRA1NOTES:
x IR;
522 1 1. ALL WORK SHALT CONFORM If' THE CURRENT' STANDARDS OF THE COUNTY
OF FREDERICK, I'NF. VIRGINIA DEPARTMENT OF TRANSPORTATION, THE
Wnww.w
j �• - '�^•• VIRGINIA UNIFORM S'PATEW IPE BUILDING CODE., AND THE RUFFS AND
I REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPI, ICAi31.Y
Y R
9 SEPI GALLEY EROSION AND SEDIMENT CONT'ROI, AND STORM WATER MANAGEMENT SHALL
CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF
"roma .Y 'VIRGINIA AND THE COUN'T'Y OF FRFDERICK, 'VIRGINIA, WHERE APPLICABLE.
8
IT RIC.'RIH I:nmon or .Inr [n,m T. I'V SHALL BE THE RESPONSIBILITY OF THE CONTRAC'T'OR. TO NOTIFY "MISS
I
OR
• el bno Ort a�n UTILITY" AT 1 800-259-7717 AT LEAST TWO (2) WORKING DAYS PRIOR TO
s TERRACE W n I�— C
were Anrlr v'n i GOMMENCEMF.NT OF ANY LAND DISTURBING ACTIVITY.)z I Rile V Ri44r
JZ - --j=Nf--
Is - -- --- 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE
,-� INFORMATION. HOWEVER, THERE MAY BE EXISTING 'UTILITIES WHICH ARE NOT
°r SHOWN AND SHOULD BE LOCATED, THEREFORE IT SHALT. BF THE RF,SPONSIBILITY
DAgVIILE➢ o •.� s OF THF. CONTRACTOR TO VERIFY THE: LOCATION OF ALL EXISTING UTILITIES
jig CFrvr,� x PRIOR O CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND 'CIi F:
ACTUAL FIELD CONDITIONS SIIALL BE RFPORTED IMMEDIATELY 'I'0 THE ENGINEF]
$� 'PILE. OWNER AND/OR HE COUNTY OF FREDERICK, VIRGINIA.
i3 J p<f Y. AId PROUSFJ 'TILL TIIE. '
' SHALT, SE INSTALLED UNIIFNGROI;NU.
WINCH STER- = ' w'
�"' rj ' I1' SHALL BE THE RESPONSIBILITY OF THE 40N1'RAC'fOR TO OBTAIN ALi. PERMITS
' )bOF SUNNY,SIDE NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK.
URRE 7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED [IRON U.S.G.S DATUM BY A
FIELD SURVEY PER.FORMFO BY RITCHIE SURVEYS AT A ONE (1) FOOT CONTOUR
INTERVAL.
VICINITY MAP S. NO SOILS REPORT WAS FURNISHED FOR IBIS PROJECT.
SCALE: 1" = 2000'
CONS'T'RUCTION NO'T'ES:
EROSION b SEDIMFNT CONTROL AND STORM WATER MANAGEMENT:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIDE 'T'l�
ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE HONE IN ACCORDANCE
WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
ALL. WORK SHALL BE CONFINED TO THE PROPERTY BOUNDARIES FOR THIS PROJECT.
1. No DISTURBED AREAS SHALT, RE DFNUI)FD FOR MORE THAN THIRTY (30) DAYS.
THE CONTRACTOR SHALL STABILIZEALk DENUDED AREAS WITHIN SEVEN (7)
DAYS AFTER THE END OF CONSTRUCTIONN
4. THE CONTRACTOR SHALL HE RESPCINSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALi, EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BF
INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE F'OPFMAN
UR 141S REPRESENTATIVE. ANY DAMAGED STRUCTURES .SHALT. BE REPAIRED OR
RFPLACED BY THE FIND OF WORK THAT DAY.
I I
/
UPON COMPLETION OF CONS'IRIICTION, ALL PERMANENT EROSION AND SEDIMENT I CnNTR07, MEASURES .SHALT.. BE REMOVED AS APPROVED BY THE LOCAL INSPECTION
I 10'THQRITY. ALL VEGET'AT'IVE COVER SHALL BE CHECKED REGULARLY AND ANY
DAMAGED AREAS SHALT. BE REPAIRRD, FERTILIZED, REPLAN'T'ED AND MULCHED AS
NECESSARY.
I
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER
Inl CONSTRTICTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R -O W. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST
IWI AT ALI TIMES.
7 7. THE EXISTING STORM WATER MANAGEMENT FACILITY HAS BEEN PREVIOUSLY DESIGNED
�o� FOR THE: FULL DEVELOPMENT' OF THIS SITE, THEREFORE NO ADDITIONAL IMPROVE
1I I BENTS ARE NEEDED UP PROPOSFID.
C — F:XCAVAT ION AND GRADING:
,®r—))
I 1. ALL TOPSOIL SHALI, BE EXCAVATE[) TO ITS FULL DEPTH AND REMOVED FROM THE
SITE.
�_I� I ALL FILL MATERIALS SHALL BE CLEAN, SUITABLE: FILL MATERIAL AS APPROVED BY
L A CERTIFIED GEOTECHNICAL ENGINEER. ALI. FILL MATERIAL SHALL BE PLACED IN
LIFTS OF 0" OR LESS AND BE C'OMPACT'ED 'PO 951 OF ASTM D-698 MAXIMUM DRY
,B,NSfTY, OR AS DIPFC'PED BY THE GEOTECHNICAL ENGINEER.
it
1. NO BLASTING, SHALL 13E PERMITTED WITHIN 25 OF EXISTING UTILITIES UR
SrRUCT'URES WITHOUT PERMISSION FROM THE OWNER.
I i
4. ALI LAWN AREAS SHALL RECEIVE A MINIMUM OF 4" TOPSOIL, GRADED AND RAF.F.1
PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER.
PAVING:
1. ALL PAVED AREAS SHALL RECEIVE A MINIM:IM PAVEMENT SECTION OF 6" VDOT 21-A
STONE, FINISHED AND COMPACTED, AND A SIIRF'ACE COURSF. OF 2" VDOT S-5
FlITUMINOUS CONCRETE, FINISHED AND COMPACTED. ALL. TIE-INS TO EXISTING
PAVEMENT AREAS SNAIL BE SAW CUT TO ENSURE A PRnPF.P CONNECTION.
APPROVED BY THE ZONING ADMINISTRATOR
COUNTY OF FREDERICK(, VIRGINIA
FREDERICK COUNTY
COMMONWEALTH OF VIRGINIA
INDEX TO COUNTY LOCATION
PHASE N
EX BWY P_011D
i r1 ��
c/ I
FUR111E OEVEIDPIB/f
ALB[IN-MGFE STORAGE
PHASE IV
GAINESBORO DISTRICT
FREDERICK COUNTY, VIRGINIA
TIMOTHY G. PAINTER, P. E
24 EAST PICCADILLY STREET
WINCHESTER, VIRGINIA 22601
(703) 662-1565
III
GF.NFRA1NOTES:
x IR;
522 1 1. ALL WORK SHALT CONFORM If' THE CURRENT' STANDARDS OF THE COUNTY
OF FREDERICK, I'NF. VIRGINIA DEPARTMENT OF TRANSPORTATION, THE
Wnww.w
j �• - '�^•• VIRGINIA UNIFORM S'PATEW IPE BUILDING CODE., AND THE RUFFS AND
I REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPI, ICAi31.Y
Y R
9 SEPI GALLEY EROSION AND SEDIMENT CONT'ROI, AND STORM WATER MANAGEMENT SHALL
CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF
"roma .Y 'VIRGINIA AND THE COUN'T'Y OF FRFDERICK, 'VIRGINIA, WHERE APPLICABLE.
8
IT RIC.'RIH I:nmon or .Inr [n,m T. I'V SHALL BE THE RESPONSIBILITY OF THE CONTRAC'T'OR. TO NOTIFY "MISS
I
OR
• el bno Ort a�n UTILITY" AT 1 800-259-7717 AT LEAST TWO (2) WORKING DAYS PRIOR TO
s TERRACE W n I�— C
were Anrlr v'n i GOMMENCEMF.NT OF ANY LAND DISTURBING ACTIVITY.)z I Rile V Ri44r
JZ - --j=Nf--
Is - -- --- 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE
,-� INFORMATION. HOWEVER, THERE MAY BE EXISTING 'UTILITIES WHICH ARE NOT
°r SHOWN AND SHOULD BE LOCATED, THEREFORE IT SHALT. BF THE RF,SPONSIBILITY
DAgVIILE➢ o •.� s OF THF. CONTRACTOR TO VERIFY THE: LOCATION OF ALL EXISTING UTILITIES
jig CFrvr,� x PRIOR O CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND 'CIi F:
ACTUAL FIELD CONDITIONS SIIALL BE RFPORTED IMMEDIATELY 'I'0 THE ENGINEF]
$� 'PILE. OWNER AND/OR HE COUNTY OF FREDERICK, VIRGINIA.
i3 J p<f Y. AId PROUSFJ 'TILL TIIE. '
' SHALT, SE INSTALLED UNIIFNGROI;NU.
WINCH STER- = ' w'
�"' rj ' I1' SHALL BE THE RESPONSIBILITY OF THE 40N1'RAC'fOR TO OBTAIN ALi. PERMITS
' )bOF SUNNY,SIDE NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK.
URRE 7. TOPOGRAPHIC INFORMATION WAS DERIVED BASED [IRON U.S.G.S DATUM BY A
FIELD SURVEY PER.FORMFO BY RITCHIE SURVEYS AT A ONE (1) FOOT CONTOUR
INTERVAL.
VICINITY MAP S. NO SOILS REPORT WAS FURNISHED FOR IBIS PROJECT.
SCALE: 1" = 2000'
CONS'T'RUCTION NO'T'ES:
EROSION b SEDIMFNT CONTROL AND STORM WATER MANAGEMENT:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIDE 'T'l�
ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE HONE IN ACCORDANCE
WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
ALL. WORK SHALL BE CONFINED TO THE PROPERTY BOUNDARIES FOR THIS PROJECT.
1. No DISTURBED AREAS SHALT, RE DFNUI)FD FOR MORE THAN THIRTY (30) DAYS.
THE CONTRACTOR SHALL STABILIZEALk DENUDED AREAS WITHIN SEVEN (7)
DAYS AFTER THE END OF CONSTRUCTIONN
4. THE CONTRACTOR SHALL HE RESPCINSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALi, EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BF
INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE F'OPFMAN
UR 141S REPRESENTATIVE. ANY DAMAGED STRUCTURES .SHALT. BE REPAIRED OR
RFPLACED BY THE FIND OF WORK THAT DAY.
I I
/
UPON COMPLETION OF CONS'IRIICTION, ALL PERMANENT EROSION AND SEDIMENT I CnNTR07, MEASURES .SHALT.. BE REMOVED AS APPROVED BY THE LOCAL INSPECTION
I 10'THQRITY. ALL VEGET'AT'IVE COVER SHALL BE CHECKED REGULARLY AND ANY
DAMAGED AREAS SHALT. BE REPAIRRD, FERTILIZED, REPLAN'T'ED AND MULCHED AS
NECESSARY.
I
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER
Inl CONSTRTICTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R -O W. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND ALLAY DUST
IWI AT ALI TIMES.
7 7. THE EXISTING STORM WATER MANAGEMENT FACILITY HAS BEEN PREVIOUSLY DESIGNED
�o� FOR THE: FULL DEVELOPMENT' OF THIS SITE, THEREFORE NO ADDITIONAL IMPROVE
1I I BENTS ARE NEEDED UP PROPOSFID.
C — F:XCAVAT ION AND GRADING:
,®r—))
I 1. ALL TOPSOIL SHALI, BE EXCAVATE[) TO ITS FULL DEPTH AND REMOVED FROM THE
SITE.
�_I� I ALL FILL MATERIALS SHALL BE CLEAN, SUITABLE: FILL MATERIAL AS APPROVED BY
L A CERTIFIED GEOTECHNICAL ENGINEER. ALI. FILL MATERIAL SHALL BE PLACED IN
LIFTS OF 0" OR LESS AND BE C'OMPACT'ED 'PO 951 OF ASTM D-698 MAXIMUM DRY
,B,NSfTY, OR AS DIPFC'PED BY THE GEOTECHNICAL ENGINEER.
it
1. NO BLASTING, SHALL 13E PERMITTED WITHIN 25 OF EXISTING UTILITIES UR
SrRUCT'URES WITHOUT PERMISSION FROM THE OWNER.
I i
4. ALI LAWN AREAS SHALL RECEIVE A MINIMUM OF 4" TOPSOIL, GRADED AND RAF.F.1
PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER.
PAVING:
1. ALL PAVED AREAS SHALL RECEIVE A MINIM:IM PAVEMENT SECTION OF 6" VDOT 21-A
STONE, FINISHED AND COMPACTED, AND A SIIRF'ACE COURSF. OF 2" VDOT S-5
FlITUMINOUS CONCRETE, FINISHED AND COMPACTED. ALL. TIE-INS TO EXISTING
PAVEMENT AREAS SNAIL BE SAW CUT TO ENSURE A PRnPF.P CONNECTION.
APPROVED BY THE ZONING ADMINISTRATOR
COUNTY OF FREDERICK(, VIRGINIA
INV.=869.06'
P tam i
s / /
TOP -876.e6'
FLUME -o.03'
FLUME=875.83'
o .o
GJ..e� i r
/ - INV. -870.25'
j;
4 RCP
SS III 0.5%
70
DETENTION POND/
1 ' EX 4 1/2'
AP D WAMER
\\t X11 \ .w - H CONNECTION
\� IX. SIGN
\
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
I. SET INE STAKES 2. EXCAVATE A CX 4' TRENCH
UPSLOPE ALONG THE UNE. OF
STAKES
naN
3 STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT
TO STAKES AND MEND THE EXCAVATED SOIL
R INTO THE TRENCH.
, $m p
5o Ole:-
ASPHALT PARKING LOT 1 1 \ '.,I� 6 �'
1 \ m 1 25.0' ?, m m P 30.08'1 0
\ o -'a 1 $ 1 I
o � '
W I I I 1 m
94
1 \ f 1 O- � 1
TRIP GENERATION:
ALBIN-RIDGE STORAGE: FULL DEVELOPMENT
MINI -WAREHOUSE:
Ln(T)=1.053(Ln(X)) + 0.659 (WEEKDAY) X - 50,000/1000 -> 50
T = TRIPS/DAY
X = 1000 SF OF FLOOR AREA
OFFICES:
Ln(T)=0.832(Ln(X)) + 2.330 (WEEKDAY) X = 8
T = TRIPS/DAY
X - NO. OF EMPLOYEES
TOTAL:
Ln(T)-I.053(Ln(50)) + 0.659 -> 119 TRIPS
Ln(T)=0.632(Ln(8) 4 2.330 -1 58 TRIPS NG sYMBOL(Y4310'A1
TOTAL -> 177 TRIPS/DAY (WEEKDAY)
SHEET FLOW INSTALLATION
(PERSPECTIVE. VIEW)
I I
POINTS A SHOULD BE HIGHER THAN POINT II
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
O h
w
FREDERICK COUN7Y SCHOOL BOARD
9US GARAGE
06 381, P. 33
ZONED- M-2
USE• SCHOOL 9115 CARAOF
xl 1 1
ru I ^ 1 30•p0' ' 9. 1 s
1 I 1 ' EX\SEAL � � \ � ' � • n`
x
cls. I m
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\ 1 'G� 1
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/ WALL 1 % O n o .\ m y n
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E(Ay��F
l � Np 1pw
LAO 10im1 0 6 �1 pp 1•iZ
1 1 c i dap m 6 1 A
�P—1
CHARLES W OMPS o i$ 1 5 1 �• 1 �p 00 8/! H
0.9. 291, P. 511S N � 1 876-
ZON£0.- M-2 m m 1 �O6 i I'
USE GARAGE &CAS STATION po �-
✓p pp� ' g•I L -
1 \ _
3p oa - b11
8ONC
WALL
J ' N - MICHAEL T MCCA9E
0.9. 621 P. 500
-^ POLE ZONED. 9-3
m USE 1/ACANT
I a�g
PLANT LIST
SYMBOL
QTY.
COMMON NAME
BOTANICAL NAME
SIZE
EMARK
—
82
WHITE PINE
PINUS STROBUS
4'-6'
10' CC
�Un
5
ORIENTAL CHERRY
PRUNUS SERRULATA
4'-6'
{I9LLIAM T MCCA9E
R9 721, P. 519
ZONED.• RA
USE VACANT
HANDICAP PARKING DETAIL
N.T.S.
NANDICAP SIGN
NOTE:
ALL CONSTRUCMON SHAIl CONFORM 10 ADA
ACCII BIUW WIGEII FOR WIWINGS AHD FAMMS.
EXISTING UNDERGROUND
FUEL TANK
HANDICAP SIGN DETAIL
M.S.
e
` PROP. GROUND
O
n
®—Ir
. Ir AFIO.
F 91
L
—Ir . a' SIND
—
ANO, U-OUNN6 POST
e
` PROP. GROUND
O
n
REBFRVID
PARpNC
F 91
L
W
VA914£N
CD
�
A L5
W�
GRAVEL PARKING AREA /
PAVEMENT DETAILS
N.T.S.
2' S-5
BITUMINOUS CONCRETE
6' 21-A
COMPACTED SUBGRADE
'a - -35.0' -
.6 '� 15.0' OLD FOUN TION
EX. WELL
JC. W4 Q47= . w . . . e--.
. . . . . . . . . ....... .POKE I ,.P- tL�e..�
al -STA L RHODES
O9.. 724, P. 910
ZONED. RA
USE- RE3YDENI7AL
EINAC SITE PLAN
GRAPHIC SCALE
JO 0 IS 30 N I"
(M FEE•1' )
1 inch - 30 R
FF=886.90' I I
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