HomeMy WebLinkAbout052-95 Albin Ridge Storage - Phase III - Backfile (2)ALBIN 'RIDGE MINI -STORAGE DEVELOPMENT DATA:
PROJECT: ALBIN RIDGE STORAGE
INDIAN HOLLOW ROAD (ROUTE 679)
FREDERICK COUNTY, VIRGINIA 22601
OWNER.: ROBERT A. CARTER & CLARA LORENE S. CARTER
202-1, INDIANHOLLOW ROAD
•WINCHESTER, VIRGINIA 22601
(540) 722-1100
DESIGNER: PAINTER - LEWIS, P.L.C.
24 EAST PICCADILLY STREET
WINCHESTER,,VIRGINIA 22601
(540) 662-1565
CONTACT: TIMOTHY G. PAINTER
PARCEL INFORMATION:
PIN: 42-((A))-176B
SITE AREA: 5.000 ACRES
ZONING: BUSINESS AND INDUSTRIAL
B-3 INDUSTRIAL TRANSITION DISTRICT
PROPOSED USE: MINI -WAREHOUSE SELF -STORAGE BUILDINGS & OFFICE
CURRENT USE: OFFICES AND WHOLESALE MERCHANDISE
MINI -WAREHOUSE STORAGE FACILITIES
ZONING REQUIREMENTS:
DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75%
COVERAGE (BUILDINGS & DRIVE AREAS < 3.75 Ac.)
SETBACKS: FRONT: 35 FT. (COLLECTOR OR MINOR STREET)
REAR: 15 FT.
SIDE: 15 FT.
BUILDING HEIGHT:
35 FT.
FLOOR AREA\;LOT AREA:
1.0
PARKING:
OFFICES:
1 SPACE PER 250 SQ. FT.
WHOLESALING:
1 SPACE PER EMPLOYEE
STORAGE:
1 SPACE PER 5000 SQ. FT.
PARKING REQUIRED:
EXISTING DEVELOPMENT:
576 SQ. FT./250 SQ. FT. ->
2 SPACES
WHOLESALING:
8 EMPLOYEES ->
8 SPACES.
STORAGE':
45,600 SQ. FT./`500.0 SQ. FT..->
9 SPACES
PROPOSED PHASE III
DEVELOPMENT:
STORAGE:
5,250 S.Q. FT./5000,SQ. FT. ->
1 SPACES
OFFIfiES:
1085.2 SQ. FT./250 SQ, FT. ->
4 SPACES
TOTAL SPACES REQUIRED: ->
24 SPACES
;,AN ?SCAPT'NG AND
SCREENING:. -
6 FT. SETBACK AREA, FENCED AND
LANDSCAPED
PROPOSED DEVELOPMENT:
STORAGE BUILDING
UNITS.
1 ea. MINI' -STORAGE WAREHOUSE., UNITS
1 ea. OFFICE $UTLDING
FRONTAGE:
211.03 FT
PARKING:
25 SPACES PROVIDED
('INCLUDES 1 EA., VAN HDCP SPACE)
LOT COVERAGE:
THIS PHASE: BUILDINGS/STRUCTURES: 6,335 SQ. FT.
0.1454 ACRES
PARKING/DRIVE: 5,376 SQ. FT.
0.1234 ACRES
'TOTAL PARCEL: BUILDINGS/STRUCTURES,: 52,511 SQ. FT'.
1.2055 ACRES
PARKING/DRIVE: 106,296 SQ. FT.
2.4402 ACRES
TOTAL AREA: 158,,807 �SQ. FT.
3.6457 ACRES
FLOOR AREA\LOT AREA: F.A.R. = 1.2055 ACRES/5.0ACRES -> 0.2411,
OPEN SPACE: 58,993 SQ. FT. (27.1%)
TOTAL PARCEL: 1.3543 ACRES
LANDSCAPING: 25' WIDE BUFFER STRIP
LEGALLY NON-CONFORMINNG
TYPE "C" FULL SCREEN
ZONING NOTES;
1. NO ADDITIONAL OUTDOOR FACILITIES ARE PROPOSED FOR. THIS ADDITION.
2. ALL EASEMENTS; WHICH ARE APPLICABLE TO THIS SITE ;HAVE BEEN INDICATED
ON THE PLAN'.
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO, THE CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DIS,'AB_ILIT.IES
ACT, WHERE, APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF
FREDERICK, VIRGINIA, WHERE APPLICABLE.
31. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS
UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE
ThAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING
ACTIVITY.
4. ALL, EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE
INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT
SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE
ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER,
THE OWNER, AND THE APPROPRIATE UTILITY COMPANY'.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL
PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN
APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT
ALL TIMES. "
7. 'TOPOG:RAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED
BY RITCHIE SURVEYS AND BASED UPON U.S.G.S. DATUM. A CONTOUR INTERVAL
OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT.
8, NO SOILS REPORT WAS FINISHED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR
EDGE OF STONE PAVEMENT, WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE
CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY,
WHERE APPLICABLE
ALBIN-RIDGE STORAGE
GAINESBOOROO DISTRICT
FREDERICK COUNTY. VIRGINIA
INDEX TO COUNTY LOCATION
_. UO p
o 739
522 i p
MuosoM �xrfeeunr
789 I y n
s' SPRI G LLEY
ALBIN
T
WOOD=
679 NORTH
FREDERICK Church of Jes Christ ,
'0 of Latter Day aints s
TERRACE James
j Pie
Woad Apple =`
.72 n dge ES Ridge
ti ae y;w
DARVILLE
i Stints chapel4
I i 522
73 ape
sla
/''�
E)aPT*Jn PmAm fV
ev
1 , A �J
wooJ --�
,wL� n
1 1
PROPOSEO Sul
1 1
ALBIN-RODUE STORAGE
PHASE III - REVISED
QAINESBORO DISTRICT
FREDERICK COUNTY, VIRGINIA
PAINTER-LEWIS, P.L.C.
24 EAST PICCADILLY STREET
WINCHESTER, VIRGINIA 22601
(540) 662-1565
VICINITY MAP
SCALE: 1 " = 2000'
I1`I1". PALER
No.182W
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA •EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION.
FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE
PROPERTY BOUNDARIES.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS.
THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS
AFTER THE END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES
SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE
SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL
BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT'
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL
INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY
AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND
MULCHED, AS NEEDED.
6. THECONTRACTORSHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND
OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO
ALLAY DUST AT ALL TIMES.
EXCAVATION ANDGRADING:
1. ALL DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE.
2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND DISPOSED OF
PROPERLY OFF -SITE.
3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED
TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES
OR STRUCTURES WITHOUT PERMISSION OF THE OWNER.
5. ALL SLOPES, ISLANDS, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6"
TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE
COVER.
6. THE SECTION, OF MAIN ROADWAY TO BE RECONSTRUCTED., SHALL BE
DEMOLISHED AND REINSTALLED IN SUCH A MANNER AS TO PROVIDE ACCESS TO THE
SITE AT ALL TIMES. THE PAVEMENT MATERIALS MAY BE USED AS PART OF THE
SUBBASE FILL, AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. THE STONE BASE
SHALL BE EXCAVATED AND STORED ON -SITE FOR USE IN THE RECONSTRUCTION OF
THE ROADWAY. ALL PAVEMENT EDGES SHALL BE SAW CUT.
SANITARY SEWER AND WATER UTILITIES:
1. NO ADDITIONAL WATER OR SEWER SERVICES OR MAINS ARE PROPOSED FOR THIS
SITE.
2. THE EXISTING WELL AND DRAINFIELD SHALL BE UNDISTURBED AND REMAIN IN
SERVICE AT ALL TIMES.
STORM WATER MANAGEMENT:
1. THE EXISTING STORM WATER MANAGEMENT AND FIRE STORAGE HOLDING POND
HAS BEEN PREVIOUSLY DESIGNED FOR FULL DEVELOPMENT OF THIS PROJECT.
THEREFORE NO ADDITIONAL STORM WATER CONTROL MEASURES ARE REQUIRED OR
PROPOSED FOR THIS PROJECT.
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE STORM WATER MANAGEMENT
POND BY SHEET FLOW AND SHALLOW DITCHLINES, AS INDICATED ON THESE
DRAWINGS.
PAVING:
1. WHERE THE PROPOSED PAVEMENT IS TO CONNECT TO THE EXISTING PAVEMENT,
THE EDGE SHALL BE SAW -CUT TO ENSURE THAT A PROPER JOINT BETWEEN THE
PAVEMENT LAYERS IS MAINTAINED. ANY DEBRIS SHALL BE DISPOSED OF PROPERLY
OFF -SITE.
2. ALL LIGHT TRAFFIC AREAS SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF
6.1' VDOT #21-A STONE, FINISHED AND COMPACTED, AND A SURFACE COURSE OF
2" VDOT S-5 BITUMINOUS CONCRETE, FINISHED AND COMPACTED; OR MATCH THE
EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER.
3. THE MAIN TRAFFIC AISLE SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF
8" VDOT #21-A STONE, FINISHED AND COMPACTED, A BASE COURSE OF 3" VDOT
BM-2, FINISHED AND COMPACTED, AND A SURFACE COURSE OF 2" VDOT S-5.
BITUMINOUS CONCRETE, FINISHED AND COMPACTED; OR MATCH THE EXISTING
PAVEMENT SECTION, WHICHEVER IS GREATER.
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF
FREDERICK, VIRGINIA FIRE MARSHALL.
2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE
ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION
PROCESS.
3. BUILDING NOTES:
OFFICE:
CONSTRUCTION TYPE: 3B, UNPROTECTED
USE GROUP: B
STORAGE:
CONSTRUCTION TYPE: 2C, UNPROTECTED
USE GROUP: S-1
APPROVED BY THE ZONING ADMINISTRATOR
COUNW OF FREDERICK VIRGINIA
ZONING ADMINIbTRMR DATE
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)=1.053(Ln(50)) + 0.659
-> 119 TRIPS
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2 EXCAVATE A 4•'X 4' TRENCH
UPSLOPE ALONG THE LINE OF
STAKES
e'MAx.
Fc4W
2" S-5
BITUMINOUS CONCRETE
3' BM-2
BITUMINOUS CONCRETE
8" 21-A
STONE BASE
COMPACTED SUBGRADE
Ln(T)=0.832(Ln(8) + 2.330 -> 58 TRIPS
/ A _ 3 STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
�fyY TOTAL -> 177 TRIPS/DAY (WEEKDAY) TO STAKES AND EXTEND THE EXCAVATED SOIL
/ IT INTO THE TRENCH.
INV.=869.06'
`S• / FLOII % /r
` \7Ct9 /
\G� IN -III
A SHEET FLOW INSTALLATION
�O a0 (PERSPECTIVE VIEW)
\01 I I
• , FLOII
/TOP=876.88' • �..S9 �0 11� + I s I /A \
IN=869.94' �T•/ Dt
_ �,. / 1 Z i --- / ---
OUT-870.03 A�• � �� i �
FLUME=875.83'�771 /
+• \ / / POINTS ZSHOULD BE HIGHER THAN Ptt1NT 8.
%3 / DWNAGEWAY INSTALLATIO
(FRONT ELEVATION)
PAVEMENT DETAILS
N.T.S.
HEAVY LIGHT
2" S-5
BITUMINOUS CONCRETE
6" 21-A
STONE BASE
COMPACTED SUBGRADE ---
NOTE:
-THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE MAIN AISLE
OF THE ENTRANCE ROADWAY. (APPROXIMATELY 210' IN LENGTH x 30' IN WIDTH.)
-THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN ALL OTHER AREAS.
-THESE PAVEMENT SECTIONS ARE THE MINIMUM SECTIONS TO BE USED. IF A
GREATER SECTION EXISTS, THEN IT SHALL BE MATCHED ACCORDINGLY.
HDCP SYMBOL (WHITE)
BLUE BACKGROUND
HANDICAP PARKING DETAIL
N.T.S.
HANDICAP SIGN
HANDICAP SIGN DETAIL
N.T.S.
-12" x 18" STD. PARKING
12" x 6" STD.
STD. U-CHANNEL POST vAN
ACCESSIBLE
PROP. GROUND
NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
_ k
POLE
u, GRAVEL PARKING AREA I
4 �(
INV.=870.25' EXISTING UNDERGROUND
- FUEL TANK
jj
/ EX. SIGN EX. WHITE PINE SCREEN
-� - EX. WHITE PINE SCREEN - �- �- I
- - -- - -- -- - -- - j EX. CHAIN LINK FENCE_- - - - __ - _ - - --- - - -_
EX WHITE .PINE SCREEN A N NK
,... - _
EX. CH I LI FENCE PINE SCREEN
_ ...�_ _ EX. WHIT
IF
- -�EX. EOP Alp
---rrlop �*!!lli - N
ONE WAY TRAFFIC'_- ONE WAY TRAFFIC and �� �S• .
/ / `- 8 k82.8 'Q
3' 6 x24" RCP / f� I I -ij I
ASS III 0.5% / Jl EX• EOP ! cy - 1 .
, . 70 871 ,, 872 -
$%' 77.9 78.0 8.8 -��" 83.0 I n
ETENTION POND & / /� G'� ���F I— -- 250
/ 1 150.OW 150.00, J
FIRE STORAGE PON EX15T1N I f .00I
GRP�L I EXISTING STORAGE BLDG. "K" - do
g EXI5TINGFFT 883GE0 BLDG. "L" g 83.4�
� EX. 4 1 2" FF=878.10' 78.1 83.0 x "
OLE AP D /AMER EX E°P ~! r`I HGHT.O 52.0' g 6000 SF g ml .05'
rn HGHT.: 12.0' zo WW 'GUY 8.99
H CO NECTION x n x
�' ` ' EX. XF EX. TELEPHONE
1 , 1b �- 1 BOX 83.2 x �' RPOLE I
EX. SIGN Z �._ ..�_
1 T� 7.9 G UGE UGE x Ex cc-,
o ii o o 48.19' T
o rn II N N a Z) + PROP STORAGE BUILDING "M" Z Z
FREDER/CK COUNTY SCH001 BOARD
BUS GARAGE
D.B. JO-1, P, j5
ZONED.' M-2
USE.' SCHOOL BUS GARAGE
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0 N11 -n U, N• q + 6 1 STORY L a EL
-+ o -n o c� o � N � DEMOLISHED. AND RECONS UCTED TO B� 9 In 0 D % POLE
01 30 m 3'� GAG Q.00' . HGHT 12. 0' Of Z a7
2, I EX. EOP IF 0
Nn
.Og o I 4 € Sign
H = C
ASPHALT PARKING LOT = a �' xrl� g ( FOR HG x 13.0' 0
t , , 190 2 EX. GRAVEL PARKING LOT I o 8 Relocate)
X �,, I N ❑
1 125
,0�� o1p ➢ 3°•0�� 0.7 e1.a 8 .2 51.93' 2as.o9 I"-
1 \ r 4' CONC. WALK
{�! - 81.9 - 1 84.1 85. I
rn I 5p.0� 80 .. BP �'- X. CG- 7
6 13.0 \ ;;�± \ f2EL ATED v
t 6'x 6' CONC. WALK. I °° I Q I �' `� I a I I I- x SI N 0 (0
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b S o 3 CR a`�o roo 3 a10 4 3 4 � ax
�- PROPOSED OFFICE BUILD G D
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w DRAT IELD q Y Z I a L_
1 STORY U O° it II = II II c J
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�1 1' ➢ ' 1 $ HGHT.- 12.0' of 00 4 I L_ I `n L. `n � F. GRAVEL '' o �\ Z , 1. j \ 30•p0 c FF=882.33' K m 00 0. a Re y d� X o 0
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0
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M/CHAEL T MCCABE
D. B. 62j,, P. 500
ZONED.' 9-.3
USE VACANT
EX. CONIC
-&-EX. POLE '
.Y
,,..Z NOTE: 3 0 - 83.5 BG I
Phase 3 w approved previously
15' B.R.L. by the Zonin dminlstrator. 8.30 00 9LD FOUNDATIO
T I �15' R.L. To Be Removed To Ps Mu CG-6
82 EX. Wf,L
POLE
�__`
-- - -- - - 1 W w4ze POLL -J EX. CHAIN LINK .FENCE a
EX CHAIN LINK FENCE N 21• 4�2 It EX. CONC. WALK
EX. SMH 1 (To Be Removed)
/ ' \
PUMP STATION PROPOSED DEVELOPMENT m EX. DRIVEWAY
PHASE Ill
c (REVISED) D
X. 2 STORY POLE
m STUCCO I
m FF= 886.90' I
CLESTA L. RHODES o
D.B. 724, P. 910
ZONED.' RA
USE' RES/DENIIAL
I
�I
EROSION & SEDIMENT CONTROL KEY
! ZZIAM T MCCABE
D. B. 721, P. 519
ZONED.' RA
USE.• VACANT
3.05
SILT FENCE
$F
X x T X
3.19
RIPRAP
RR
3.30
TOPSOILING
TO
TO --
3.32
PERMANENT SEEDING
3.35
MULCHING
I�
I I
I
g OLE
I I
I
EX. 40' 18' CMP O 1.15%
INV.=8 .22' 1 __ I INV=882.68'
PLANT LIST
SYMBOL
QTY.
COMMON NAME
BOTANICAL NAME
SIZE
REMARKE
36
WHITE PINE
PINUS STROBUS
4'-6'
10, CC
7
ORIENTAL CHERRY
PRUNUS SERRULATA
4'-6'
25
BORDER FORSYTHIA
FORSYTHIA
INTERMEDIA
2'
11
RED MAPLE
ACER RUBRUM
2'-2'5"CALIPER
30 0 30 90
Scale 1" = 30 ft
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4��Z,TH OF Y
t
TIMOTHY G. PAINTER a
No. 18260
NALyCs
SURVEY: C.I.:
RITCHIE 2'
SURVEYS
DRAWN: JOB NO.:
TGP
9511016
SCALE:
DATE:
1"=30.0'
12-27-95
SHEET:
22
ALBIN RIDGE MINI -STORAGE DEVELOPMENT DATA:
CONSTRUCTION NOTES:
PROJECT: ALBIN RIDGE STORAGE
EROSION AND SEDIMENT CONTROL:
INDIAN HOLLOW ROAD (ROUTE 679)
FREDERICK COUNTY, VIRGINIA 22601
Np® DT
ALB0
RAu`�
E
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND
OWNER® ROBERT A. CARTER', & CLARA LORENE S. CARTER
SEDIMENT CONTROL HANDBOOK
DF_YFLOPE.R: 202-I INDIAN HOLLOW ROAD
WINCHESTER, VIRGINIA 22601
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION.
(540) 722-1100
AN[E DORO
FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE
PROPERTY BOUNDARIES.
DESIGNER: PAINTER - LEWIS, P.L.C.
24 EAST PICCADILLY STREET
®
%
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS.
WINCHESTER, VIRGINIA 22601
THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS
(540) 662-1565
CONTACT: TIMOTHY' G. PAINTER
RAFTER
rl"EDEr.SHALL
F ";:%K "2�4OUNTY
V RG N A
THE END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
PARCEL INFORMATION:
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES
BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE
PIN: 42-•((A))-176B
SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL
BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
SITE AREA: 5.0100 ACRES
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
ZONING: BUSINESS AND INDUSTRIAL
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
B-31 INDUSTRIAL TRANSITION DISTRICT
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL
INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY
PROPOSED USE: MINA -WAREHOUSE SELF -STORAGE BUILDINGS & OFFICE
AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND
MULCHED, AS NEEDED.
CURRENT USE: OFFICES AND WHOLESALE MERCHANDISE
MINI -WAREHOUSE STORAGE FACILITIES
on
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND
_
�
OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS
ZONING REQUIREMENTS:
�
FREDERICK RICK COUNTY
�
on
739 p
THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO
a
5z2 9
ALLAY DUST AT ALL TIMES.
DENSITY: PARCEL COVERAGE MUST NOT EXCEED 75%
NuaS
q
cu"Rawly A
COVERAGE (BUILDINGS & DRIVE AREAS < 3.75 Ac.)
COMMONWEALTH OF VIRGINLA
Atl!
w A
789 i
EXCAVATION AND GRADING:
SETBACKS: FRONT: 35 FT. (COLLECTOR OR MINOR STREET)
SPRI G LLEY
1. ALL DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE.
REAR: 15 FT.
'
ALBIN
SIDE: 15 FT.
I T
2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND DISPOSED OF
w000sro[
`
PROPERLY OFF -SITE.
BUILDING HEIGHT: 35 FT.
679 NORTH
3
FREDERICK
Church of Jes Christ
'i of layer Day aims W
s
3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
FLOOR AREA\LOT AREA: 1.01
TERRACE James j
-
CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL
o Wood
A
Apple
Ri
MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED
PARKING:
-72 - Q72°A°
ESd9°
TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE
OFFICES: 1 SPACE PER 250 SQ. FT.(
IV
GEOTECHNICAL ENGINEER.
WHOLESALING: 1 SPACE PER EMPLOYEE
STORAGE: 1 SPACE PER 5000 SQ. FT.
!
o oe g
DARVILLEoA i
4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES
OR STRUCTURES WITHOUT PERMISSION OF THE OWNER.
PARKING REQUIRED:
I
Stines Chapel Q
`
EXISTING DEVELOPMENT:
I
cGR�a+ _
a�4.
5. ALL SLOPES, ISLANDS, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 600
OFFICES: 576i SQ. FT. /250 SQ. FT. -> 2 SPACES
I
522 �o
TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE
WHOLESALING: 8 EMPLOYEES -> 8 SPACES
I 739 - qo_ -
( Igoa �4g,�„yy'
COVER.
STORAGE: 45,600 SQ. FT./5000 SQ. FT.-> 9 SPACES
Wks
Sta
PHASE III DEVELOPMENT.
Y l c §JER-Evi
YIf� ■
y,
6. THE SECTION, OF MAIN ROADWAY TO BE RECONSTRUCTED, SHALL BE
PROPOSED
s
DEMOLISHED AND REINSTALLED IN SUCH A MANNER AS TO PROVIDE ACCESS TO THE
STORAGE: 5,2150 SQ. FT./5000 SQ. FT. -> 1 SPACES
SITE AT ALL TIMES. THE PAVEMENT MATERIALS MAY BE USED AS PART OF THE
OFFICES: 10815.2 SQ. FT./250 SQ. FT. -> 4 SPACES
SUBBASE FILL, AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. THE STONE BASE
SHALL BE EXCAVATED AND STORED ON -SITE FOR USE IN THE RECONSTRUCTION OF
TOTAL SPACES REQUIRED: -> 24 SPACES
INDIEX TO COUNTY LOCATION
VICINITY MAP
THE ROADWAY. ALL PAVEMENT EDGES SHALL BE SAW CUT.
SCALE: 1" = 2000'
LANDSCAPING AND
SANITARY SEWER AND WATER UTILITIES:
SCREENING: 6 FT. SETBACK AREA, FENCED AND LANDSCAPED
1. NO ADDITIONAL WATER OR SEWER SERVICES OR MAINS ARE PROPOSED FOR THIS
SITE.
PROPOSED DEVELOPMENT:
2. THE EXISTING WELL AND DRAINFIELD SHALL BE UNDISTURBED AND REMAIN IN
STORAGE BUILDING
SERVICE AT ALL TIMES.
UNITS: 1 ea. MINI -STORAGE WAREHOUSE UNITS
1 ea. OFFICE BUILDING
/
STORM WATER MANAGEMENT:
1. THE EXISTING STORM WATER MANAGEMENT AND FIRE STORAGE HOLDING POND
FRONTAGE: 211.03 FT
HAS BEEN PREVIOUSLY DESIGNED FOR FULL DEVELOPMENT OF THIS PROJECT.
/
THEREFORE NO ADDITIONAL STORM WATER CONTROL MEASURES ARE REQUIRED OR
PARi{ING: 25 SPACES PROVIDED
PROPOSED FOR THIS PROJECT.
(INCLUDES 1 EA. VAN HDCP SPACE)
/
LOT COVERAGE:
/
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE STORM WATER MANAGEMENT
POND BY SHEET FLOW AND SHALLOW DITCHLINES, AS INDICATED ON THESE
THIS PHASE: BUILDINGS/STRUCTURES: 6,335 SQ. FT.
/
DRAWINGS.
0.1454 ACRES
PARKING/DRIVE: 5,376 SQ. FT.
/
0.1234 ACRES
/
PAVING:
1. WHERE THE PROPOSED PAVEMENT IS TO CONNECT TO THE EXISTING PAVEMENT,
THE EDGE SHALL BE SAW -CUT TO ENSURE THAT A PROPER JOINT BETWEEN THE
TOTAL PARCEL: BUILDINGS/STRUCTURES: 52,511 5.. FT.
��j
PAVEMENT LAYERS IS MAINTAINED. ANY DEBRIS SHALL BE DISPOSED OF PROPERLY
1.2055 ACRES
/• PHASE
EMSTM IV
OFF -SITE.
PARKING/DRIVE: 106,296 SQ. FT.
2.4402
/ �0��
I I
ACRES
•/ _ -
2. ALL LIGHT TRAFFIC AREAS SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF
C:,° S/
I I
600 VDOT #21-A STONE, FINISHED ARID COMPACTED, AND A SURFACE COURSE OF
TOTAL AREA: 158,807 SQ. FT.
�---
/ %).
��
2"VDOT S-5 BITUMINOUS CONCRETE, FINISHED AND COMPACTED; OR MATCH THE
3.6457 ACRES
8LSWM POND i
I
EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER.
FLOOR AREA\LOT AREA: F.A.R. - 1°2055 ACRES/5.0 ACRES 0.2411
OPEN SPACE: 58,993 SQ. FT. (27.1%)
••� pp
� � / � ( � � , �
pp
L 4 I I
3. THE MAIN TRAFFIC AISLE SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF
810 VDOT #21-A STONE, FINISHED AND COMPACTED, A BASE COURSE OF 3" VDOT
BM-2, FINISHED AND COMPACTED, AND A SURFACE COURSE OF 211 VDOT S-5
TOTAL PARCEL: 1.35i43 ACRES
/ ` 1 ,
1 1 1
I I
BITUMINOUS CONCRETE, FINISHED AND COMPACTED; OR MATCH THE EXISTING
PAVEMENT SECTION, WHICHEVER IS GREATER.
LANDSCAPING: 25' WIDE BUFFER STRIP
/ 1 , 1
I®I
LEGALLY NON -CONFORMING
1 , 1 1 ,
0FF1erE 0)
i
` 1 1 , I
IIr
3 AGE
_
MISCELLANEOUS:
TYPE 01C" FULL SCREEN
1 1 �I
1
1 9 J
C_ _ O to
®I w
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF
FREDERICK, VIRGINIA FIRE MARSHALL.
ZONING NOTES:
1. NO ADDITIONAL OUTDOOR FACILITIES ARE PROPOSED FOR THIS ADDITION.
•J = �
Ft"r ` O
I I�
2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE ,AND SHALL BE
2. ALL EASEMENTS WHICH ARE APPLICABLE TO THIS SITE HAVE BEEN INDICATED
, , 1 ' pppptppg�N'
'{j� ® I
ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION
PROCESS.
ON THE PLAN.
® 1 1 , t 1 USED
Z
GENERAL NOTES:
3. BUILDING NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO, THE CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF
, ._
I I
OFFICE:
CONSTRUCTION TYPE: 3B, UNPROTECTED
TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES
USE GROUP: B
ACT, WHERE APPLICABLE.
�'
I
l
I
STORAGE:
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND
v�
CONSTRUCTION TYPE: 2C ' UNPROTECTED
USE GROUP: S-1
SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF
r �.
/
FREDERICK VIRGINIA WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS
UTILITY11 AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE
THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING
� s
<il C �t
��
w
���On ry_�o®�� STORAGE
ACTIVITY.
^g Au
PHASE -REVISED
4. D UPON THE BEST AVAILABLE
LEXISTING
EBESEXISTINHOWN G
��� �'���
/� �p�III
GAINESWRO DISTRICT
INFORMATION. HOWEVER, THERE MAY UTILITIES WHICH
SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY
p ^ ' w
y �,/� VIRGINIA
FREDERICK COUNTY,
FREDERICK RGINIA
OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES
�I
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE
ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER,
THE OWNER, AND THE APPROPRIATE UTILITY COMPANY.
F,,!,NAL SITE PLAN
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALLZ(t
Z��LAPF', Ci`VE�`I q
1fo
PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN"
-
APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT
ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED
BY RITCHIE SURVEYS AND BASED UPON U.S.G.S. DATUM. A CONTOUR INTERVAL
OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT.
/AIF
APPROVED BY THEE*®Z®4N�J0�pQ� AD�MQ ISTRATOR
1 AINL�TE -LEWIS, P.L.C.
_
y✓�
\iA'l�lltl�aFlll 11 OF FR ®L�Pl1ICK, 1YIO�G�U A
8. NO SOILS REPORT WAS FINISHED FOR THIS PROJECT.
PAINTER ;
24 EAST i� ICCADILLY STREET
C7► ��M �
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR
EDGE OF STONE PAVEMENT, WHERE APPLICABLE.
WINCHESTER, VIRGINIA 22661
No.18260/Y).
21VI?
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE
(540) 662-1565
,z'lgilG
CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY,
7
WHERE APPLICABLE.
MAL
CURB RAMP CONSTRUCTION OF A SILT FENCE
(PERSONS WITH MOBILITY IMPAIRMENTS) (WITHOUT WIRE SUPPORT)
A E-- I . SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES
J� o "` ----- -•rr --- -
6-MAX.,
� •o: oo � o: c'' o o. _ B Yar.' width ,o •• p - B =_ %/' � =�
2" S-5
sidewalk or o00 a oq 3i� / / �'� ' _. BITUMINOUS CONCRETE
•o: o•o: o;o: o; o. c: o. o. o•o o. o.000 0000 0wolk •o.0 0 0000• 3 �• /
3 " B M-2 �• o.o•o o. o. o o. o � 8" o0 o F, .o.o. ' .�``• � % _ �� i- %/•
0 0 -�-
/ •�:o;o.o•o0 00 0�.�0o I � i `r-- --. i /,✓ _ II �//f.� !i I BITUMINOUS CONCRETE
�
�•�'o � � slope 12�t Maximum 21- Amum -J � �� /' STONE BASE
l
B' A ..t TANGENT PLAN FLOW �' I COMPACTED SUBGRADE
ISOMETRIC
VIEW 11 II
/ / • 1" where St'd. CG-3 CG-7 is used. / '- 4 _ 7'-4" ,s the minimumSiaewolk Area -- requirement t0 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT
�6. (with or withaA buffer strip) achieve a 12 1 slope TO STAKES AND EXTEND THE EXCAVATED SOIL.
hSt'd. CG-2-------7'-4' IT INTO THE TRENCH,
/v / 8.33s Max�-
,.
INV.=869.06'
�e SECTION A -A This item may be �'•
precast or cost in place.
"-slope 12.1 Maximum
now
t9. -+
��
G
A J� SECTION B-B
SHEET FLOW INSTALLATION
mils at Exposed oggregate sidewalk I (PERSPECTIVE VIEW)
/ r
v p NOTES
Curb romp to be class A-3 Concrete with exposed aggregate finish. FLOW
3,
TOP=876.88' • S / 6 Romp sholl not exceed a maximum slope of 12:1.
A A
PAVEMENT DETAILS
N.T.S.
HEAVY
2" S-5
BITUMINOUS CONCRET
6" 21-A
STONE BASE
COMPACTED SUBGRADE
LIGHT
NOTE:
-THE HEAVY PAVEMENT SECTION SHALL BE INSTALLED IN THE MAIN AISLE
OF THE ENTRANCE ROADWAY. (APPROXIMATELY 210' IN LENGTH x 30' IN WIDTH.)
-THE LIGHT PAVEMENT SECTION SHALL BE INSTALLED IN ALL OTHER AREAS.
-THESE PAVEMENT SECTIONS ARE THE MINIMUM SECTIONS TO BE USED. IF A
GREATER SECTION EXISTS, THEN IT SHALL BE MATCHED ACCORDINGLY.
HDCP SYMBOL (WHITE)
BLUE BACKGROUND
HANDICAP PARKING DETAIL
N. T. S.
HANDICAP SIGN
NOTE:
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
HANDICAP SIGN DETAIL
N.T.S.
tf)
0
M
�-12" x 18" STD.
RESEAVED
I-
I-
12' 6" STD.
E
x
STD. U-CHANNEL POST
V
ACCESSIBLE
PROP. GROUND
i � y
/ IN=869.94' /+
A � Curb romps ore'to be locotg0 as mown on the pions or as directed by I I \ I
OUT=870.03' / Y1 �• the Engineer. They are to be provided a intersections wherever an _ _ _ ZONED.• M-2
�• llY" occessble rate of within the right -al -way of a highway facility crosses a
FLUME=875.83' curb regordkess d whether sidewalk is existing, proposed or nonexistent. tF
USE. SCHOOL BUS GARAGEPOLE
�:�AThey may be oflsel from pedestrian aosswdks oa shown on Dbns or os/ directed by the Engineer, but should not be located behind vehicle stop lines.
` 0 J Existing light poles. fire hydronls. drop inlets, etc. will also affect plocement. II • !i / / 1 ur'_ •om-s will be measured and paid for at the contract unit prices --
.s it r/ ^►� nor Exposed aggregate sidewalk, complek-in-place. _
2 ✓ ` Curb/curb and golfer elope transitions adjacent to curb romps are included POINTS A SHOULD BE HIGHER THAN POINT B. I
• `�'� ' �� + in payment for taro/curb and LAef t GRAVEL PARKING AREA I X
/ g ^� DRAINAGEWAY INSTTION V �t t 4 + I when used m conjunction with Standard CG-3 or CG-7, the curb lace on ' � ~ (FRONT ELEVATI6N) �
this Standard is to be adjusted to match the mountable curb configuration. 1 cE1 I 1
INV.-87Q.25' �/ ! Treatment where width of sidewolk or sidewalk space is less than 7'-4" EXISTING UNDERGROUND 1
/ FUEL TANK '
/ V Accessible route is defined as a continuous unobstructed, stable, firm and - O J 1
/ _u l
slip resistant path connecting all accessible elements of a focilky that con O J�
be approached. entered and used by Persons with mcDilih- imboirmeets. "7• - ._.` I
EX. WHITE PINE SCREfE1L - =}
EX. SIGN EX. WHITE PINE SCREEN - - - _ • w " _ - - _ - EX. CHAIN LINK FE E - • - EX. WHITE (PINE SCREEN_ EX. CHAIN LINK FENCE EX. VMHIT PINE SCREEN
-
--- 1'LL--�r-- -- - - - - -
Fr
/ - _ - - -- -�- - a a _ _ _-_ __ - - 4_ - -_ -_ -
__ - _
-- _
�--' �1 EX. EO
ONE WAY TRAFFIC -7_ •q� ONE WAY TRAFFIC o ,n 2S,Q II
/ T 7)%24" RCP / o _ o IN82.8 .
C2 / QCASS III 0 0.5' � �' E� � , N 1 , - - N
3 77.9 78.0 8�1.8 83.0 t-
87-
1 1 DETENTION POND at 150.00'------------ - ------ - 150.00' 25.0'I a
0
I (' FIRE STORAGE POND - _ - SING' � RELOCATED
G Y - �_ i _ ' EXIs1I EXISTING STORAGE BLDG. "K" 0 Do' EXISTING STORAGE BLDG. "L" 0 83.4 jl N SIGN
,''' EX. 4 1/2" GRA h FF=878.10' 0 78.1 63.0 FF=883.20' �5.05'
POLE \` , t AP D AMER� 1 I I I 6000 SF `* 6000 SF g 1 aa4.
`1 rn HGHT.: 12.0' HGHT.: 12.0' to 10 88.99
/ H CO NECTIONro EX. XFMR EX. TELEPHONE U
EX. SIGN ril BOX 78.0 82.8 _ 83.2 j P6 l I
LA AV)__ GE R
i Z Z LP o N O o f _ 49:19LA '
r a1 to Ul rn 3 + ti PRQP. STORAGE; BUILDING M . Cl, Q 2
R a oo °°t o N 'n o \ r. Q 5 250 S Ft. 1
1 cr o C7
' N EX:: STONE do ASPHALT PA;UEMENT TO BE q I
•g 3
N� Nt Nn o ( DEMOLISHED AND RECONSTRUCTED.. 1 STORY a D POLE
X o o o M 30.0a ,/ nun l.:: 12.0' N N Z
U1 . D y LO �e �C� EX. EOP NOSiEDOWN CURB-,,,81.1 I a a 0
N Cp \\ 88
O o G�4 1 - /- X: 13.0 _r
G
ASPHALT PARKING LOT '' N 6 o. tD `� 10• I o B Relocate 3 C
Z +` - l N \
Tn �, o / v, �2 -.EX. GRAVEL PARKIN] LQT ; ) _ �".
N 25 00' -4o+o tA»you° 30'p8� o0 4 ' / N N 51.93' I`86.09 O
? ` 00' ' _ i am
4' CONC. WALK BP. SEX. CG-7 U I
N G� cDN7 N [j°• i 1 80. 411 84.1 6.98 3 Di I
00%0 o r SIGN 11 6 13.0 I e -0 v
6'x 6' CONC. WALK e aoo' I Q I I a I -+ L_ v C� O tD
20.00' - 3 a$ CA Ih 3 rri a 3 It L�
E TING PROPOSED OFFICE BUILD G 9 O 00 J 0 F.F.= 884.14' -- - 0 I C) e+
N O F70 00 J lto as CO O
tr I a- 1 DRAT IELD 1,085.2 Sq. Ft. Y �M �, ' I = I I u w
�^ X tj 1 1 STORY = U n O° II II II II -�� c , U
V t� t� EX.
f'O r o HGHT.: 12.0' VEL
o ---�� � O Kiln .� to in GRA
m 76 Co t� t� t� li A
` o , 30.0° \ _ FF=882.33' m o0 0 . ' I r� I (To Be Re 4° z �fr
1��
_ X w a
I3' W 10 .00' U C T 8.98
1 _-- NOTE:
2° p0r r, -- Phase 3 w approved previously 83.5 B I
0 1 15' B.R.L. by the Zonin dministrator. 1,1.3 LD FOUNDATIO O
q - OF- _
rl E E -15' To Be Removed ro Ps MU o -
101 ;; Q2 to
o EX. L
` E)(IS-�NNG \
r
aye • EX. POLE
ASPNAU M t, t'. EX. CHAIN LINK FENCE N Z'1 e48 'ZO EX. C NC. WALK
T _ I �Ot�
/ x 354.38 EX. CHAIN LINK FENCE
EX. SMH (To Be Removed)
- PUMP STATION PROPOSED DEVELOPMENT
n m ca EX. DRIVEWAY
LPG t - x a ^ I g PHASE III " -
EX. 2 STORY
G �•
L,� rn REVISED POLE
O F X wo O o -I oT�'STUCCO
u' o Nt rn Y m FF=886.90' I
ri EX. CONC. o f ;; 0 0 3 CLESTA L. RHODES o
/ WALL X o 0 0 :*t cn G c�
o o D.B. 724, P. 910
-n � •o
01
o �, o `� �_ �,� 6 0 ZONED. RA
USE. RESIDENTIAL
�1 Im o i-�' �, ;1 cOOc
w
x o �� o Z� 6 0- IZ
C:) OD 0 o 5 I I
•,LA
o
tl
CHARLES 0/ OMPS �` l ° _
D.B. 291 P. 511 � Z�� •� e __-_�� - --� -
ZONED. M-2 ; a �; 20 p0 �-'' x ` EROSION &SEDIMENT CONTROL KEY
USE GARAGE & GAS STATION -
3°'p0 x WZZIAM T. MCCABE
1✓ ,, D. B. 721, P. 519
_ I
MICHAEL T MCCABE I ZONED. RA
USE OACA T
Il30,
ZONED.' 9-3
USE VACANT
EX. CONC.
WA
X
FREDERICK COUNTY SCHOOL BOARD
BUS GARAGE
D B ,381 P 55
I�
I I
' I
,POLE
I
I I
I
- EX. POLE -� - EX. 40, 18" CMP O ( 1.157G
1=882.68'
INV.=B .22' INVI
04
3.05
SILT FENCE
$F
*._ X X - X
3.19
RIPRAP
WAS
3.30
TOPSOILING
TO
-►'--- TO -
3.32
PERMANENT SEEDING-
PS
3.35
MULCHING
MU -
PLANT LIST
SYMBOL
QTY.
COMMON NAME
BOTANICAL NAME
SIZEREM"101,
36
WHITE PINE
PINUS STROBUS
4'-6'
10, CC
7
ORIENTAL CHERRY
PRUNUS SERRULATA
4'-6'
"
25
BORDER FORSYTHIA
FORSYTHIA
INTERMEDIA
2-
11
RED MAPLE
ACER RUBRUM
2"-2.5"
CALIPER
30 0 30 90
Scale 1" = 30 ft
a
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w
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F=
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16z
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Z
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W
W
Z
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IIL W
w
J
F-
F-
F
W
Z
Q
a"
v
S
I
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U
W
0
0
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0
0
�
W
(�
m
LL
W
W
0
Z
O
Fr
0
~
Z
U
w
U
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Q
a
In n-
o r-
`'�dt
W cD
N
r- Q1
QN
G
-1
N
i I I
-v
N N N
In
(D N (a
(D I\ (0
C)
L C
O O O
a rn
't '1-
0 L_
LO L0 L0
65
G
� L
ai ai
4- to
c c
V)
0 0
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L -C
a- 0-
U
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N
A$�L OF y f
No. 18260
~°vi\
�SSIONAL
SURVEY:
C.I.:
RITCHIE
2'
SURVEYS
DRAWN:
JOB NO.:
TGP
9511016
SCALE:
DATE:
1"=30.0'
12-27-95
SHEET:
2 /2
ALBIN RIDGE MINI -STORAGE DEVELOPMENT DATA:
PROJECT: ALBIN RIDGE STORAGE
INDIAN HOLLOW ROAD (ROUTE 679)
FREDERICK COUNTY, VIRGINIA 22601
OWNER\ ROBERT A. CARTER & CLARA LORENE S. CARTER
0TW5D-09E.R; 202-I INDIAN HOLLOW ROAD
WINCHESTER, VIRGINIA 22601
(540) 722-1100
DESIGNER: PAINTER - LEWIS, P.L.C.
24 EAST PICCADILLY STREET
WINCHESTER, VIRGINIA 22601
(540) 662-1565
MO
CONTA
CT: TIMOTHY G. PAINTER T
PARCEL INFORMATION:
PIN: 42-((A))-176B
SITE AREA: 5.000 ACRES
ZONING: BUSINESS AND INDUSTRIAL
B-3 INDUSTRIAL TRANSITION DISTRICT
PROPOSED USE: MINI -WAREHOUSE SELF -STORAGE BUILDINGS & OFFICE
CURRENT USE: OFFICES AND WHOLESALE MERCHANDISE
MINI -WAREHOUSE STORAGE FACILITIES
ZONING REQUIREMENTS:
DENSITY:
PARCEL COVERAGE MUST NOT EXCEED 75%
COVERAGE (BUILDINGS & DRIVE AREAS
< 3.75 Ac.)
SETBACKS:
FRONT: 35 FT. (COLLECTOR OR MINOR
STREET)
REAR: 15 FT.
SIDE: 15 FT.
BUILDING HEIGHT:
35 FT.
FLOOR AREA\LOT AREA:
1.0
PARKING:
OFFICES:
1 SPACE PER 250 SQ. FT.
WHOLESALING:
1 SPACE PER EMPLOYEE
STORAGE:
1. SPACE PER 5000 SQ. FT.
PARKING REQUIRED:
EXISTING DEVELOPMENT:
OFFICES:
576 SQ. FT./250 SQ. FT. -> 2
SPACES
WHOLESALING:
8 EMPLOYEES -> 8
SPACES
STORAGE:
45,600 SQ. FT./5000 SQ. FT.-> 9
SPACES
PROPOSED PHASE III
DEVELOPMENT:
STORAGE:
5,250 SQ. FT./5000 SQ. FT. -> 1
SPACES
OFFICES:
1085.2 SQ. FT./250 SQ. FT. -> 4
SPACES
TOTAL SPACES REQUIRED: -> 24
SPACES
LANDSCAPING AND
SCREENING:
6 FT. SETBACK AREA, FENCED AND LANDSCAPED
PROPOSED DEVELOPMENT:
STORAGE BUILDING
UNITS:
1 ea. MINI -STORAGE WAREHOUSE UNITS
1 ea. OFFICE BUILDING
FRONTAGE:
211.03 FT
PARKING:
25 SPACES PROVIDED
(INCLUDES 1 EA. VAN HDCP SPACE)
LOT COVERAGE:
THIS PHASE:
BUILDINGS/STRUCTURES: 6,335
SQ. FT.
0.1454
ACRES
PARKING/DRIVE: 5,376
SQ. FT.
0.1234
ACRES
TOTAL PARCEL:
BUILDINGS/STRUCTURES: 52,511
SQ. FT.
1.2055
ACRES
PARKING/DRIVE: 106,296
SQ. FT.
2.4402
ACRES
TOTAL AREA: 158,807
SQ. FT.
3.6457
ACRES
FLOOR AREA\LOT AREA:
F.A.R. = 1.2055 ACRES/5.0 ACRES -> 0.2411
OPEN SPACE:
58,993 SQ. FT. (27.1%)
TOTAL PARCEL:
1.3543 ACRES
LANDSCAPING:
25' 'WIDE BUFFER STRIP
LEGALLY NON -CONFORMING
TYPE "C" FULL SCREEN
ZONING NOTES:
1. NO ADDITIONAL OUTDOOR FACILITIES ARE PROPOSED FOR THIS ADDITION.
2. ALL EASEMENTS WHICH ARE APPLICABLE TO THIS SITE HAVE BEEN INDICATED
ON THE PLAN.
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF
TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES
ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF
FREDERICK, VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS
UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE
THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING
ACTIVITY.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE
INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT
SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE
ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER,
THE OWNER, AND THE APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL
PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN
APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT
ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A FIELD SURVEY PERFORMED
BY RITCHIE SURVEYS AND BASED UPON U.S.G.S. DATUM. A CONTOUR INTERVAL
OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT.
8. NO SOILS REPORT WAS FINISHED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR
EDGE OF STONE PAVEMENT, WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE
CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY,
WHERE APPLICABLE.
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AINTER -LEWIS, P.L.C.
2
4. EAST PICCADILLY
STREET
WINCHESTER, VIRGINIA 22601
6 i s
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION.
FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE
PROPERTY BOUNDARIES.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS.
THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS
AFTER THE END OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES
SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE
SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL
BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY
EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL
INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY
AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND
MULCHED, AS NEEDED.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND
OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO
ALLAY DUST AT ALL TIMES.
EXCAVATION AND GRADING:
1. ALL DEMOLISHED MATERIALS SHALL BE PROPERLY DISPOSED OF OFF -SITE.
2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND DISPOSED OF
PROPERLY OFF -SITE.
3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE
CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED
TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE
GEOTECHNICAL ENGINEER.
4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES
OR STRUCTURES WITHOUT PERMISSION OF THE OWNER.
5. ALL SLOPES, ISLANDS, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6"
TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE
COVER.
6. THE SECTION, OF MAIN ROADWAY TO BE RECONSTRUCTED, SHALL BE
DEMOLISHED AND REINSTALLED IN SUCH A MANNER AS TO PROVIDE ACCESS TO THE
SITE AT ALL TIMES. THE PAVEMENT MATERIALS MAY BE USED AS PART OF THE
SUBBASE FILL, AS DIRECTED BY THE GEO-TECHNICAL ENGINEER. THE STONE BASE
SHALL BE EXCAVATED AND STORED ON -SITE FOR USE IN THE RECONSTRUCTION OF
THE ROADWAY. ALL PAVEMENT EDGES SHALL BE SAW CUT.
SANITARY SEWER AND WATER UTILITIES:
1. NO ADDITIONAL WATER OR SEWER SERVICES OR MAINS ARE PROPOSED FOR THIS
SITE.
2. THE EXISTING WELL AND DRAINFIELD SHALL BE UNDISTURBED AND REMAIN IN
SERVICE AT ALL TIMES.
STORM WATER MANAGEMENT:
1. THE EXISTING STORM WATER MANAGEMENT AND FIRE STORAGE HOLDING POND
HAS BEEN PREVIOUSLY DESIGNED FOR FULL DEVELOPMENT OF THIS PROJECT.
THEREFORE NO ADDITIONAL STORM WATER CONTROL MEASURES ARE REQUIRED OR
PROPOSED FOR T1HIS PROJECT.
2. ALL SURFACE WATER SHALL BE CONVEYED TO THE STORM WATER MANAGEMENT
POND BY SHEET FLOW AND SHALLOWDITCHLINES, AS INDICATED ON THESE
DRAWINGS.
PAVING:
1. WHERE THE PROPOSED PAVEMENT IS TO CONNECT TO THE EXISTING PAVEMENT,
THE EDGE SHALL, BE SAW -CUT TO ENSURE THAT A PROPER JOINT BETWEEN THE
PAVEMENT LAYERS IS MAINTAINED. ANY DEBRIS SHALL BE DISPOSED OF PROPERLY
OFF -SITE.
2. ALL LIGHT TRAFFIC AREAS SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF
6" VDOT #21-A STONE, FINISHED AND COMPACTED, AND A SURFACE COURSE OF
2" VDOT S-5 BITUMINOUS CONCRETE, FINISHED AND COMPACTED; OR MATCH THE
EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER.
3. THE MAIN TRAFFIC AISLE SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF
8P° VDOT #21-A STONE, FINISHED AND COMPACTED, A BASE COURSE OF 300 VDOT
BM-2, FINISHED AND COMPACTED, AND A SURFACE COURSE OF 2B8 VDOT S-5
BITUMINOUS CONCRETE, FINISHED AND COMPACTED; OR MATCH THE EXISTING
PAVEMENT SECTION, WHICHEVER IS GREATER.
MISCELLANEOUS:
1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF
FREDERICK, VIRGINIA FIRE MARSHALL.
2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE
ACCESSIBLE TO :EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION
PROCESS.
3. BUILDING NOTES:
OFFICE:
CONSTRUCTION TYPE: 3B, UNPROTECTED
USE GROUP: B
STORAGE:
CONSTRUCTION TYPE: 2C, UNPROTECTED
USE GROUP: S-1
INAL SITE PLAN
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APPROVED BY THE %ONiN:::i AltiM!w .`RJ,;.I O