HomeMy WebLinkAbout72-07 Valley Health - Office, Warehouse - Shawnee - Backfile (2)STANDARD PROJECT LEGEND:
W W
PROPOSED WATER LINE
PROPOSED SEWER LINE
SAN
ExW
EXISTING WATER LINE
EXISTING SEWER LINE
ExS
— —1400—
— EXISTING CONTOURS
T14_0 071
PROPOSED CONTOURS
O
EXISTING SANITARY MANHOLE
PROPOSED SANITARY MANHOLE
_
EXISTING DRAINAGE STRUCTURE
PROPOSED DRAINAGE STRUCTURE
— =
EXISTING STORM SEWER
PROPOSED STORM SEWER
TELEPHONE
TELE
POWER OVERHEAD
ELEC
POWER UNDERGROUND
UP
GAS LINE
EXISTING CURB & GUTTER
PROPOSED CURB & GUTTER
REVERSE CURB & GUTTER
�Q
EXISTING WATER VALVE
H
PROPOSED WATER VALVE
EXISTING FIRE HYDRANT
-
PROPOSED FIRE HYDRANT
f
UTILITY POLE
®
BENCHMARK
NOTE:
1. ANY SYMBOL NOT CALLED OUT IN
LEGEND WILL BE LABELED ON PLAN.
2. NOT ALL SYMBOLS IN LEGEND APPLY
TO THIS PLAN.
Draft
Description
12/11/07
COUNTY APPROVAL SET
11/27/07
3RD SUBMISSION
11/05/07
2ND SUBMISSION
09/28/07
1ST SUBMISSION
VALLEY HEALTH: SHARED SERVICES
295 FRONT ROYAL PIKE FREDERICK COUNTY, VIRGINIA
I_1C�:�:,��l/_ f)I[
CC CENTER TO CENTER
CG CURB & GUTTER
C
CENTER LINE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
DI
DUCTILE IRON PIPE
A
DELTA
ESMT
EASEMENT
EP
EDGE OF PAVEMENT
ELEV
ELEVATION
EX
EXISTING
FES
FLARED END SECTION
FH
FIRE HYDRANT
GR
GROUND SHOT
INV
INVERT
L
LENGTH
MH
MANHOLE
N/F
NOW OR FORMERLY
OC
ON CENTER
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVATURE
PCTC
POINT OF CURVATURE TOP OF CURB
PI
POINT OF INTERSECTION
P
PROPERTY LINE
PRC
POINT OF REVERSE CURVE
PROP
PROPOSED
PT
POINT OF TANGENCY
PVC
POINT OF VERTICAL CURVATURE
PVI
POINT OF VERTICAL INTERSECTION
PVMT
PAVEMENT
PVT
POINT OF VERTICAL TANGENT
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
ROW
RIGHT-OF-WAY
R/W
RIGHT-OF-WAY
SEW
SANITARY SEWER
STA
STATION
WM
WATER MAIN
TBM
TEMPORARY BENCH MARK
F/C
FACE OF CURB
S/S
SPOT SHOT
T/C
TOP OF CURB
TOP OF PAVEMENT
T/P
TOP OF SIDEWALK
T/S
FOOT CANDLE RADIUS
FCR
WITH
CLEAN OUT
CO
APPROVED BY THE FREDERICK COUNTY
ZONING ADMINISTRATOR
ZONING ADMINISTRATOR
���, e'/ ----
---
APPROVAL DATE
SITE PLAN VALID FOR FIVE (5) YEARS FROM
APPROVAL DATE
OViF- D
SHAWNEE MAGISTERIAL DISTRICT
e
s
SITE
Prertiler Pi
e
V C N TY MAP
DESIGNER
-- 400 m
SCALE
VALLEY
Engineering - Surveying - Planning
3231 PEOPLES DRIVE
HARRISONBURG, VIRGINIA 22801
TELEPHONE (540) 434-6365
FAX (540) 432-0685
OWNER/DEVELOPER
VALLEY HEALTH
CONTACT: MARK BAKER
1836 AMHERST ST.
WINCHESTER, VA 22601
TELEPHONE - (540) 536-4543
TRACT SCHEDULE:
TM #64-A-4B, WINCHESTER MEDICAL CENTER, INC.
ZONED: B3, 807/231, LAND USE: OFFICE & STORAGE
TM #64-A-4J, WINCHESTER MEDICAL CENTER, INC.
ZONED: B3, 807/231, LAND USE: OFFICE & STORAGE
TM #64-8-3, VIRGINIA ASSOCIATES, INC.
ZONED: B2, 957/63, LAND USE: RESTAURANT
TM #64-8-4, SHREE SAINATH, LLC
#040016018, ZONED: B2, LAND USE: COMMERCIAL
TM #64-8-5, CROSSROADS MALL, LLC
#000013544, ZONED: B2, LAND USE: COMMERCIAL
TM #64-8-7B, JEFFREY S. & STACEY M. NETHERS
#020002624, LAND USE: COMMERCIAL
TM #64-A-A, SHENANDOAH UNIVERSITY
ZONED: B3, 924/973, LAND USE: COMMERCIAL
TM #648-A-17, HOSPITALITY WINCHESTER LC
ZONED: B3, LAND USE: COMMERCIAL
TM #64-A-4E, WOLSELEY REAL ESTATE, INC.
ZONED: B3, 758/593, LAND USE: COMMERCIAL
DESCRIPTION
THE EXISTING USE OF THIS PROPERTY IS SUPPORT SERVICES
TO WINCHESTER MEDICAL CENTER CONSISTING OF OFFICE AND
STORAGE SPACE. THE PROPOSED ADDITION WILL SUPPLY
ADDITIONAL STORAGE AND WORK SPACE. THE PARCEL IS
LOCATED IN THE SHAWNEE MAGISTERIAL DISTRICT.
REGULATORY DIRECTORY
DEPUTY DIRECTOR OF PUBLIC WORKS (E&S
JOE WILDER
COUNTY OF FREDERICK
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
DIRECTOR OF PUBLIC WORKS
HARVEY STRAWSNYDER, P.E.
COUNTY OF FREDERICK
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
ZONING ADMINISTRATOR
MARK CHERAN
COUNTY OF FREDERICK
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
FIRE MARSHALL
TIMOTHY WELCH
COUNTY OF FREDERICK
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
VIRGINIA DEPARTMENT OF TRANSPORTATION
JERRY A. COPP
14031 OLD VALLEY PIKE
EDINBURG, VA 22824
(540) 984-5600
VIRGINIA DEPARTMENT OF HEALTH -WATER
SCOTT FINCHAM
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
VIRGINIA DEPARTMENT OF ENVIRONMENTAL
QUALITY
KEMPER LLOYD
4411 EARLY RD.
HARRISONBURG, VA 22801
(540) 574-7800
FREDERICK COUNTY SANITATION AUTHORITY
JOHN WHITACRE
ENGINEER
gG1�
P.O. BOX 1877
WINCHESTER, VA 22604
0�
(540) 662-6162
x
A
ALLEGHENY POWER
WINCHESTER, VA 22601
�k1Y00
(800) 654-3317
SHEET INDEX
PAGE
DESCRIPTION
1
TITLE SHEET
2
SITE DIMENSION & COMPOSITE UTILITY PLAN
3
GENERAL NOTES SITE CALCULATIONS, & DETAILS
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7
L75.67'
R 1379.40'
0=03.08'35" TOP=728.16
15"OUT=725.21
C LEN75.66'
BRGAZ 45° 15' 15"
x
TOP=728.22
15"IN=725.07�
18"OUT=725.02
TM #64-8-7B
JEFFREY S. & STACEY M.
NETHERS
ZONED: B2 #020002624
JJ S 52°33'58" E 1192.59'
PL - -- _ FL _ - Pi. -_ A L - - - -
- - c•
-- - -- - -
r • r- r-7 7 77� 77 i- I -7- 77 7- -7 I T -7 1-7
L` X EX ACCESSORY BLDG.
TOP=721.58 TOP=721.70
# 1 15"IN=718.38 18"IN=717.98
EX POTOMAC EDISON EX TREE, TYP FF=723.50 18"OUT=718.18 15"IN=717.95 LipX STORMWATER
R/W EX SITE LT, TYP 24 OUT=717.71
DB 405/117 MANAGEMENT POND
EX TREE, TYP
GP'=729.01
-72 15 fi
30'X45' WINCHESTER
CITY WATER EASEMENT
NO FOUND ON
.RECORD
TM #64-8-3
VIRGINIA ASSOCIATES, INC.
ZONED: B2
957/63
PLANT 3FT-HIGH EVERGREEN HEDGE OF SEA GREEN
JUNIPER TO PREVENT HEADLIGHTS FROM SHINING ON
ADJOINING PROPERTIES. HEDGE SHALL COMPLY WITH
a TM #64-8-4
THE REQUIREMENTS OF § 165-36C, PLANT SHREE SAINATH, LLC
SELECTION, PLANTING PROCEDURE, AND MAINTENANCE. #040016018
ZONED: 82
-41V - -
EX HEDGE, TYP X 6"otIT=72�.09
1
8
tiJ TOP,=727.03-
X , X "IN =725.09fi
TOP=731.65 1 "OUT =724 --
??"IN=723.00 r� + � - - FILL IN' ANY GAPS BETWEEN x
??"OUT =723.15 j -- SEX HEDGEROW. MATCH EX 1 I -
r HEDGE WITH NEW PLANTING ��
WHERE REQ'D. EX STORAGE/OFFICE
BUILDING AREA A
25,812 SQ. FT. X
TOP=729.43
18"IN-NE=424.39
16"IN-E=424.10 �`w
12"IN-SE=424.05J
18"I11-SW=427.04 - - - -- ��� I EX LOADING DOCK
??"OUT=424.01 X
TM #64-8-5
CROSSROADS MALL, LLC
#000013544
Pi_
U, <
} J, TOP=722.73 W EDGE OF EX PAVEMENT
i 15"
=719.84 i
/ a
15OUT=719.38
PROPERTY
ONES VACATED
TM #64-A-4B '_%%- - - - - - - EX WOODED AREA
WINCHESTER MEDICAL CENTER, INC.
ZONED: B3 I
EX WOODED AREA -�
EX ACCESSORY BLDG.
EX FENCE EX FH #2 '
X -- - - - _ _ EX FF=730.82
L1 LiJ -
I
un fi r-, I O
EX 20' WATER AND �1
(I
14' 8' LANDING
SEWER ESM'T (CITY)
DB 422/664
CAREER IN
EX GROUND EX DUMPSTERS x
COVfR EX TREE,'TYP \ o W/ HANDRAILS
1:48 MAX SLOPE -
I'I I EX 2ND FLOOR (MEZZ) 11
48"Wx15'L RAMP W/ HANDRAILS
BUILDING AREA C EX STORAGE 112 MAX SLOPE
L300.59' w ;n ; __ __ fi _ I 14,000 SQ. FT. BUILDING AREA B VAN ACCESSIBLE HC
R 1379.40' w .I _ _ + IX L 18,581 SO. FT. SPACE W/ SIGN. I
L1=12` 29' 09" - _ 1 - SEE DETAIL T P=730.20
C LEN300.00, EX 1:48 MAX SLOPE
BRGAZ 37°26 23 1 `x 4 TOP=732.13 _ BUSHES, TYP
6"IN =' 25.41 IX FENCE T/P=730.54
725.1-3 - T' �RWAY EX A/C PAD--
EX TREE TYP - -- '� '
INVERT=729.60
- - 7- GRINDER GRINDER PUMP LINE SHALL DISCHARGE INTO 4' CO. � �}
INVERT=730.62 �'
10't 4' SDR-26 SEW LAT
rr AT 2% MIN SLOPE
PLANT 3 HIGH EVERGREEN HEDGE OF SEA W
GREEN JUNIPER TO PREVENT HEADLGHTS FROM CORE EX SEW MH IN ACCORDANCE
SHININ ON RIGHT-OF-WAY. HEDGE SHALL WITH CITY OF WINCHESTER STANDARDS.
COMPLY WITH E REQUIREMENTS OF § 165-36C, I
PLANT SELETION, PLANTING PROCEDURE, AND
MAINTENANCE.
p � -
INVERT=732.0/
1 A
PROJECT INFORMATION
TOTAL W/ TM# 64-A-4B & 64-A-4J CONSOLIDATED
TOTAL LAND AREA: t7.79 AC
EX DEVELOPED (IMPERVIOUS) AREA: t6.77 AC
PROPOSED BLDG AREA: t0.055 AC
MIN LANDSCAPED AREA REQUIRED: t 1.95 AC (25%)
EX OFFICE AREA: f 10,000 SF
EX STORAGE/WAREHOUSE ±65,983 SF
Draft
Description
12/11/07
COUNTY APPROVAL SET
11/27/07
3RD SUBMISSION
11/05/07
2ND SUBMISSION
09/28/07
1 ST SUBMISSION
DIMENSIONAL AND INTENSITY
REQUIREMENTS
FRONT YARD SETBACK ON PRIMARY OR
ARTERIAL HIGHWAYS (FEET)
FRONT YARD SETBACK ON COLLECTOR
OR MINOR STREETS (FEET)
SIDE YARD SETBACKS (FEET)
REAR YARD SETBACKS (FEET)
FLOOR AREA TO LOT AREA RATIO (FAR)
MINIMUM LANDSCAPED AREA
(PERCENTAGE OF LOT AREA)
MAXIMUM HEIGHT (FEET)
35
15
15
1.0
25
35
FF=726.50
EX SITE LT
i fr 1�
PROVIDE GATED 6' HIGH OPAQUE
(BOARD -ON -BOARD) FENCE - -
AROUND DUMPSTERS. SEE f
DETAIL ON SHT. 3 _
(3) STEPS W/ HANDRAIL
6"R & 12" TREAD /-
HANDICAP / \ji
ACCESSIBLE DOOR / \ / EX WOODED AREA
OV
ERHEAD DOOR / / ���G.`
Nib
T/P=730.25
FF=731.33 /
T/P=730.56 15.00'\SEfBACK
EX WOODED AREA
18.00" 60'
... \ J
N 52 33 58 W 600.00 \M
SANITARY SEWER GRINDER A
TM #64-A-4E PUMP UNE
WOLSELEY REAL '�d 2400 SF STORAGE
ESTATE, INC. BLDG. HT=12'-0"
ZONED: B3
758/593
TM #6413-A-17
1d HOSPITALITY WINCHESTER LC
ZONED: B3
0' 40' 80' 120'
PARKING CALCULATIONS
REQ'D PKG SPACES = 52
GENERAL OFFICE SPACE: 1 PER 250 SF
10,000 SF/250 = 40 SPACES REQ'D
WAREHOUSE, STORAGE: 1 PER EMPLOYEE
12 EMPLOYEES/1 = 12 SPACES REQ'D
51-75 SPACES=3 HC SPACES REQ'D
EXISTING SPACES = 154
INCL. 4 HC SPACES
PROPOSED SPACES = 1
INCL. 1 HC SPACE
LOADING SPACES CALCULATIONS
REQ'D SPACES: 1 PER 40,000 SF
61,063 SF/40,000=1.5 REQ'D
EXISTING SPACES PROVIDED = 7
NEW SPACES PROVIDED = 0
LANDSCAPING CALCULATIONS
PERIMETER TREES REQ'D: 1 TREE PER 2,000 SF
FOR FIRST 100,000 SF IMPERVIOUS AREA, 1
PER 5,000 SF OVER 100,000 SF
TOTAL EXISTING IMPERVIOUS AREA: 295,085 SF
PROPOSED IMPERVIOUS AREA: 0 SF
EX. PERIMETER TREES REQ'D: 100,000,/2,000= 50
195,085/5,000= 39
=89
INTERIOR TREES REQ'D: 1 TREE PER 10 SPACES
154/10=15
EXISTING TREES PROVIDED = 21
FLOOR AREA
CALCULATIONS
EXIST. GROUND FLOOR AREA:
44,663 SF
EXIST. TOTAL FLOOR AREA:
58,393 SF
PROPOSED GROUND FLOOR AREA: 47,063 SF
PROPOSED TOTAL FLOOR AREA:
61,063 SF
TOTAL LOT AREA:
181,635 SF
PROPOSED SITE FAR:
61,063/181,635 = 0.34
MAX ALLOWED FAR (B3):
1.0
TM #64-A-A
SHENANDOAH UNIVERSITY
ZONED: 83
924/973
LANDSCAPING
PURPOSE
PLANT NAME
NO.
SIZE AT TIME OF PLANTING
SCREENING
JUNIPER - SEA GREEN
112**
3 GALLON
PARKING LOT
VARIOUS DECIDUOUS SHADE TREES
21
EXISTING
**NO. OF PLANTINGS BASED ON 4-FT 0-C SPACING
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GENERAL NOTES
1) A 20' WIDE ALL-WEATHER EMERGENCY ACCESS SHALL BE MAINTAINED
DURING CONSTRUCTION.
2) ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING(S).
3) UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 100 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE
TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH AN APPROVED SEDIMENT TRAPPING
DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT
ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
PROPERTY.
D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND
PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE
REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
4) THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM
TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO
TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE
MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES.
5) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS
AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS
OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN
WRITING, WHO SHALL PROMPTLY ADDRESS SUCH PROBLEMS. WORK DONE BY
THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
6) CONTRACTOR SHALL REFER TO THE BUILDING PLANS FOR EXACT BUILDING
DIMENSIONS, POINTS OF ENTRY INTO THE BUILDING FOR ALL UTILITIES, AND ANY
SPECIFIC DETAILED INFORMATION RELATED TO THE BUILDING STRUCTURE(S).
7) ALL DIMENSIONS SHOWN ON THESE PLANS ARE TO THE FACE OF THE
BUILDING, FACE OF CURB OR THE EDGE OF THE PAVEMENT UNLESS OTHERWISE
REFERENCED.
8) WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE
STANDARDS, THE VDOT ROAD AND BRIDGE SPECIFICATIONS, AND THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK AND REGULATIONS, IN THE EVENT
OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS,
THE MOST STRINGENT WILL GOVERN. ALL UTILITIES TO BE DEDICATED TO ANY
MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED
AND TESTED TO CONFORM TO THE COMMONWEALTH OF VIRGINIA STATE BOARD
OF HEALTH.
9) ANY DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE
PROTECTION DEVICES SHALL BE REPLACED AND THE INLET CLEANED. FLUSHING
IS NOT AN ACCEPTABLE MEANS OF CLEANING.
10) THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE
UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR, AT HIS OR HER
EXPENSE, OF ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL CALL
MISS UTILITY AT (800) 552-7001.
1 1) ALL MATERIALS USED FOR FILL OR BACK FILL SHALL BE FREE OF WOOD,
ROOTS, ROCKS, BOULDERS OR ANY OTHER NONCOMPACTABLE SOIL TYPE
MATERIALS. UNSATISFACTORY MATERIALS ALSO INCLUDE MANMADE FILLS AND
REFUSE DEBRIS DERIVED FROM ANY SOURCE.
12) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED
UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD
PROCTOR TEST AND SHALL MEET THE BEARING REQUIREMENTS OF THE
STRUCTURAL ENGINEER FOR THE BUILDING. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE TESTING. TRENCHES OR ANY OTHER DEPRESSION
REQUIRING FILL OR BACK FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM
DENSITY AS DETERMINED BY STANDARD PROCTOR TEST AS SET FORTH IN ASTM
D-698.
13) ALL EXCAVATION, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT
THE INTEGRITY OF THE SUBSOIL.
15) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS FURTHER
DIRECTED BY THE GOVERNING INSPECTORS.
16) WATER, POWER, AND COMMUNICATIONS FOR THE NEW STORAGE BUILDING
SHALL BE SERVED FROM WITHIN THE EXISTING BUILDING. ALL PROPOSED
UTILITIES WILL BE LOCATED UNDERGROUND.
17) GLARE FROM ANY PROPOSED OUTDOOR LIGHTING SHALL BE SHIELDED FROM
ADJOINING PROPERTIES AND RIGHTS -OF -WAY.
Draft
Description
12/11/07
COUNTY APPROVAL SET
11/27/07
3RD SUBMISSION
11/05/07
2ND SUBMISSION
09/28/07
1 ST SUBMISSION
C-6"
FENCE
SECTION
12' DOUBLE GATE-6' HIGH SOLID
BOARD 1x6x6' PRESSURE TREATED
ON 1-5/8 WELDED GALVANIZED FRAME
6'-6"
FENCE
SECTION
I I ,-- FENCE POST TYP.
0
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CD
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EXISTING LOADING DOCK
TRASH ENCLOSURE PLAN
N.T.S.
3" STEEL DOME CAP
2x4 GALV HANGER, 1
3"x10'-6" SS40 GALV PI{
1 5/8" STEEL DOME CAP
2x4 PT RUNNER, TYP
1 5/8" SS15 WELDED
GALV PIPE FRAME
1x6x6' PT BOARD
----I I-1 '
TRASH ENCLOSURE - WINGATE
STYLE FENCE TYP SECTION
N.T.S.
20' DOUBLE GATE-6' HIGH SOLID
BOARD 1x6x6' PRESSURE TREATED
ON 1-5/8" WELDED GALVANIZED FRAME
(4 PT CAP BOARD
4 PT RUNNER (3) PER SECTION
a6' PT PICKET, TYP
i HOT DIPPED SCREW NAIL-6 PER PICKET
fE
I IM !'.Al I ATnl I Tjm
3" IOH HINGES, (2) PER GATE
(2) 1 3/8" x 3' SS DROP ROD PIPE
TRASH ENCLOSURE - TYP GATE
N.T.S.
12" MIN.
NOTE: SIGN TO BE PER
LOCAL HANDICAPPED
REQUIREMENTS. VERIFY WITH
CITY SIZE & SHAPE
WHITE LETTERS & SYMBOL
ON BLUE BACKGROUND
PARKING ONLY'
PENALITY_-----METAL
SIGN, BOLT
$100-$500 FINE
TO PIPE COLUMN
TOW -AWAY ZONE
11
TO BE DISPLAYED AT
VAN ACCESSIBLE
-
SPACES NOTED ON THE SITE
PLAN.
3" DIA. PIPE COL. W/
(2) COATS ENAMEL
(WHITE) EMBED. 18"
INTO COlNC.
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---_ _GRADE -
ro
o �8" DIA. X 24" DEEP
-- CONC. FOOTING
PROVIDE SIGN AT ALL HANDICAPPED PARKING STALLS
INDICATED ON SITE PLAN AND FURTHER AS
REQUIRED BY 2003 VIRGINIA UNIFORM STATEWIDE
BUILDING CODE, CH 11 AND THE 1998 ICC-A117.1.
SIGN MAY BE MOUNTED ON BUILDING AS ALLOW BY
APPLICABLE CODE(S).
HANDICAPPED USE SIGN
NOT TO SCALE
6' R
YELLOW REFLECTIVE
PAINT
12'
CD
5'
(U
7'
2� 'P
�2•
3' 18'
s'
OF PARKING SPACE
INTERNATIONAL
HANDICAP SYMBOL
NOT TO SCALE
5'-0" OR 9'-0"•*
9'-0.
a 90
d
2' C/L TO C/L O 45'
HANDICAPPED PARKING
STRIPING DETAILS
NOT TO SCALE
USE MIN, 5' WIDE FOR ALL HANDICAP
ACCESS AISLES UNLESS NOTED AS 'VAN ACCESSIBLE'.
USE 9' WIDE AISLES FOR 'VAN ACCESSIBLE' SPACES,
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
2" OR 3" REINFORCED CONC.
ADJUSTING RINGS. -
zi
4" MIN.
12" MAX
STANDARD PRECAST ' MAI
MANHOLE S1
J.
C.I. FRAME 6 COVER
ZAME IN CEMENT MORTAR BED
NON - SAG JOINT SEALER SHALL BE USED
IN AREAS SUBJECT TO FLOODING.
+..'� ;•;;; O - RING RUBBER
REVERSE "WYE" BRANCH i
' GASKETS (TYP)
5" MIN
FLOW
CONCRETE DAM
UP TO 4"
.+,.':
48" DIA.
'I' �•:.{•"
.�
,.
1/8 BEND
'• ,
"A" DISTANCE
.t' +.`�
•,,:
2500 PSI CONCRETE
Y
FLEXIBLE JOINT SHALL BE CAST IN PLACE
UNDISTURBED° °
-
SOIL
MIN
2500 # CONCRETE
i.
EXTENDED MONOLITHIC BASE I
I I
PRE CAST
SUPPORT PIPE ON
# 57 STONE BEDDING
6" OF STONE BEDDING
NOTES: WHERE "A" DISTANCE IS LESS THAN C-0" THE INCOMING SEWER SHALL BE LOWERED
SO THAT THE TOP OF THE INCOMING SEWER IS NOT MORE THAN 6in. ABOVE THE
TOP OF THE OUTGOING SEWER
WHERE "A" DISTANCE IS GREATER THAN C-O" USE STANDARD DROP CONNECTION.
CONCRETE ENCASEMENT MAY BE ELIMINATED IF D.I. PIPE AND FITTINGS ARE USED
FOR DROP CONNECTION
STANDARD DATE: 4/07
DROP CONNECTION
DETAIL NO. SCALE: NONE
55-2
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
PREM/N
TEE OR
SEWER SERVICE CONNECTION
PER SPECIFICATIONS
SANITARY SEWER
MAIN
ALL SEWER
90' UNLESS OTHERWISE
SHOWN ON PLANS
SDR 26 GASKETED PIPE
AND FITTINGS
STANDARD GRANULAR
BEDDING THROUGHOUT
CLEAN OUT
PROPOSED SERVICE LATERAL
'IGID FERNCO COUPLING
EXISTING SERVICE LATERAL
STANDARD STANDARD SANITARY DATE: 4/07
DETAIL NO. LATERAL CONNECTION
55- 3 SCALE: NONE
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VALLEY HEALTH: SHARED SERVICES
malw- - MATme s"k m loll I 1111m
STANDARD
PROJECT LEGEND:
ABBREVIATIONS
W W
PROPOSED WATER LINE
CC
CENTER TO CENTER
CG
CURB & GUTTER
SAN
PROPOSED SEWER LINE
C
CENTER LINE
ExW
EXISTING WATER LINE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
ExS
EXISTING SEWER LINE
DI
DUCTILE IRON PIPE
A
DELTA
— —1400—
— EXISTING CONTOURS
ESMT
EASEMENT
140o
PROPOSED CONTOURS
EP
EDGE OF PAVEMENT
ELEV
ELEVATION
0
EXISTING SANITARY MANHOLE
EX
EXISTING
0
PROPOSED SANITARY MANHOLE
FES
FLARED END SECTION
FH
FIRE HYDRANT
_
= EXISTING DRAINAGE STRUCTURE
GR
GROUND SHOT
PROPOSED DRAINAGE STRUCTURE
INV
INVERT
L
LENGTH
_
= EXISTING STORM SEWER
MH
MANHOLE
PROPOSED STORM SEWER
N/F
NOW OR FORMERLY
OC
ON CENTER
TELE
TELEPHONE
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVATURE
ELEC
POWER OVERHEAD
PCTC
POINT OF CURVATURE TOP OF CURB
UP
POWER UNDERGROUND
PI
POINT OF INTERSECTION
P
PROPERTY LINE
GAS LINE
PRC
POINT OF REVERSE CURVE
PROP
PROPOSED
= EXISTING CURB & GUTTER
PT
POINT OF TANGENCY
PROPOSED CURB & GUTTER
PVC
POINT OF VERTICAL CURVATURE
PVI
POINT OF VERTICAL INTERSECTION
REVERSE CURB & GUTTER
PVMT
PAVEMENT
PVT
POINT OF VERTICAL TANGENT
�Q
EXISTING WATER VALVE
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
H
PROPOSED WATER VALVE
RD
ROOF DRAIN
EXISTING FIRE HYDRANT
ROW
RIGHT-OF-WAY
R/W
RIGHT-OF-WAY
PROPOSED FIRE HYDRANT
SEW
SANITARY SEWER
STA
STATION
f
UTILITY POLE
WM
WATER MAIN
BENCHMARK
TBM
TEMPORARY BENCH MARK
F/C
FACE OF CURB
NOTE:
S/S
SPOT SHOT
1. ANY SYMBOL
NOT CALLED OUT IN
T/C
TOP OF CURB
LEGEND WILL BE
LABELED ON PLAN.
TOP OF PAVEMENT
T/P
TOP OF SIDEWALK
2. NOT ALL SYMBOLS IN LEGEND APPLY
T/S
FOOT CANDLE RADIUS
TO THIS PLAN.
FCR
WITH
W/
CLEAN OUT
CO
Draft
Description
12/11/07
COUNTY APPROVAL SET
11/27/07
3RD SUBMISSION
11/05/07
2ND SUBMISSION
09/28/07
1ST SUBMISSION
SHAWNEE MAGISTERIAL DISTRICT
Shen 1112 ob i
A #1$Ve j SCALE
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� 51
.� SITEf
a 0(
Ppet'n'Ier PI
t
APPROVED BY THE FREDERICK COUNTY
ZONING ADMINISTRATOR
ZONING ADMINISTRATOR
APPROVAL DATE
SITE PLAN VALID FOR FIVE (5) YEARS FROM
APPROVAL DATE
12
ROVI
VICINITY MAP
DESIGNER
VALLEY
Engineering - Surveying - Planning
3231 PEOPLES DRIVE
HARRISONBURG, VIRGINIA 22801
TELEPHONE (540) 434-6365
FAX (540) 432-0685
OWNER/DEVELOPER
VALLEY HEALTH
CONTACT: MARK BAKER
1836 AM H E RST ST.
WINCHESTER, VA 22601
TELEPHONE - (540) 536-4543
TRACT
SCHEDULE:
TM #64-A-4B,
WINCHESTER MEDICAL CENTER, INC.
ZONED:
B3,
807/231, LAND USE: OFFICE & STORAGE
TM #64-A-4J,
WINCHESTER MEDICAL CENTER, INC.
ZONED:
B3,
807/231, LAND USE: OFFICE & STORAGE
TM #64-8-3,
VIRGINIA ASSOCIATES, INC.
ZONED:
B2,
957/63, LAND USE: RESTAURANT
TM #64-8-4,
SHREE SAINATH, LLC
#040016018, ZONED: B2, LAND USE: COMMERCIAL
TM #64-8-5,
CROSSROADS MALL, LLC
#000013544, ZONED: B2, LAND USE: COMMERCIAL
TM #64-8-7B,
JEFFREY S. & STACEY M. NETHERS
#020002624, LAND USE: COMMERCIAL
TM #64-A-A,
SHENANDOAH UNIVERSITY
ZONED:
B3,
924/973, LAND USE: COMMERCIAL
TM #64B-A-17,
HOSPITALITY WINCHESTER LC
ZONED:
B3,
LAND USE: COMMERCIAL
TM #64-A-4E, WOLSELEY REAL ESTATE, INC.
ZONED: B3, 758/593, LAND USE: COMMERCIAL
DESCRIPTION
THE EXISTING USE OF THIS PROPERTY IS SUPPORT SERVICES
TO WINCHESTER MEDICAL CENTER CONSISTING OF OFFICE AND
STORAGE SPACE. THE PROPOSED ADDITION WILL SUPPLY
ADDITIONAL STORAGE AND WORK SPACE. THE PARCEL IS
LOCATED IN THE SHAWNEE MAGISTERIAL DISTRICT.
REGULATORY DIRECTORY
DEPUTY DIRECTOR OF PUBLIC WORKS (E&S
JOE WILDER
COUNTY OF FREDERICK
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
DIRECTOR OF PUBLIC WORKS
HARVEY STRAWSNYDER, P.E.
COUNTY OF FREDERICK
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
ZONING ADMINISTRATOR
MARK CHERAN
COUNTY OF FREDERICK
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
FIRE MARSHALL
TIMOTHY WELCH
COUNTY OF FREDERICK
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
VIRGINIA DEPARTMENT OF TRANSPORTATION
JERRY A. COPP
14031 OLD VALLEY PIKE
EDINBURG, VA 22824
(540) 984-5600
VIRGINIA DEPARTMENT OF HEALTH -WATER
SCOTT FINCHAM
107 NORTH KENT ST.
WINCHESTER, VA 22601
(540) 665-5600
VIRGINIA DEPARTMENT OF ENVIRONMENTAL
QUALITY
KEMPER LLOYD
4411 EARLY RD.
HARRISONBURG, VA 22801
(540) 574-7800
FREDERICK COUNTY SANITATION AUTHORITY
JOHN WHITACRE
ENGINEERP.O.
BOX 1877WINCHESTER,
VA 22604(540)
662-6162
C�04'noa
ALLEGHENY POWERWINCHESTER,
VA 22601
(800) 654-3317
SHEET INDEX
PAGE
DESCRIPTION
1
TITLE SHEET
2
SITE DIMENSION & COMPOSITE UTILITY PLAN
3
GENERAL NOTES SITE CALCULATIONS, & DETAILS
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L75.67'
R 1379.40'
A=03.08'35" TOP =72 725.
15"OUT=725.21
C LEN75.66'
BRGAZ 45' 15' 15"
W
f
TOP=728.22
li
15"IN=725.07
18"OUT=725.02
iIii
EX HEDGE, TYP
I
x
'x
_��
C0,4 M
3
I x
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TOP=731.65
??"IN=723.00
"
a??"OUT
=723.15r
x
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TOP=729.43
18"IN-NE=424.39
16"IN-E=424.10
12"IN-SE=424.05
18"IN-SW=427.04
??"OUT=424.01
Jx
EX 20' WATER AND
x
SEWER ESM'T (CITY)
DB 422/664
� ARgER LN
PLANT 31FT-HIGH EVERGREEN HEDGE OF SEA GREEN
JUNIPER TO PREVENT HEADLIGHTS FROM SHINING ON
ADJOINING PROPERTIES. HEDGE SHALL COMPLY WITH TM
THE REQUIREMENTS OF § 165-36C, PLANT a SHREE SAINAT8H,4LLC
SELECTION, PLANTING PROCEDURE, AND MAINTENANCE. #040016018
ZONED- B2
TM #64-8-5
CROSSROADS MALL, LLC
#000013544
TM #64-8-7B
JEFFREY S. & STACEY M.
NETHERS
ZONED• B2 #020002624
rL
y� 1- TT T I-f` T=i i 7-1 1 li 7-1 T!V-1 -7 li -I � I 1Sx3wx I EX ACCESSORY BLDG. _ TOP=721.70
TOP =721.58
T#1 15"IN=718.38 18�IN=717.98EX POTOMAC EDISON IX TREE, FF=723.50 18"oUT =718 18 15 IN=717.95 x
x LLJ
DB 5/117 IX SITE LT, TYP
w
IX TREE, TYP
I I I I I I ! !
I fro
OP' =729.01
-67N=72�.15 - t
6"O JT=72Z.09- - -1- _.
T TOP=727,03 - -_ JL -
x "Ifs=725.09fi '
- >i
1 "OUT =72 .
FILL I ANY GAPS BETWEEN
HEDGEROW. MATCH EX
HEDGE WITH NEW PLANTING EX STORAGE/OFFICE
WHERE REQ'D. L� BUILDING AREA A
- 25,812 SQ. FT.
;g - -
w - EX FF=730.82
IX GROUND Z
X COVER IX TREE;'TYP�
I
EX 2ND FLOOR (MEZZ)
z-f BUILDING AREA C
30'X45' WINCHESTER
CITY WATER EASEMENT
NO FOUND ON
TM 64-8-3
RECORD VIRGINIA ASSOCIATES, INC.
ZONED: B2
957/63
71
L300.59' w _X I _ IX SITE
I 14,000 SQ. FT.
- t- -- -
R 1379.40' W -- 4- LT, TYP
L=12*29'09" _ - --
C LEN300.00���v�7, EX BUSHES, TYP
- - �� -- '��'�
BRGAZ 37.26, 23 x X X TOP=732.13
w m- 6"IN =725 41 9°
�1 I S 52°33'58" E 1192.59'
a
^� �E rL IPL _ rL
24"oUT=717.71 IX STORMWATER
MANAGEMENT POND
�A TOP=722.73 Lw EDGE OF IX PAVEMENT
6"IN=719.84 ,0
• 15"OUT=719.38
P RTY
71
x
0
�Fl�I �
II I I I r-
! L
I EX LOADING DOCK
EX STORAGE
BUILDING AREA B
18,581 SO. FT.
725.T3 - �- �� T� RWAY EX A/C PAD
IX TREE, TYP I �aJ I-
K 11 ...,.�. SAN
INVERT=729.60 5' '
INVERT=730.62
GRINDER PUMP LINE SHALL DISCHARGE INTO 4' CO.
�- 10'f 4' SDR-26 SEW LAT
X r i AT 2% MIN SLOPE
PLANT 3 HIGH EVERGREEN HEDGE OF SEA
GREEN JUNIPER TO PREVENT HEADLIGHTS FROM CORE EX SEW MH IN ACCORDANCE
SHININ ON RIGHT-OF-WAY. HEDGE SHALL WITH CITY OF WINCHESTER STANDARDS.
COMPLY WITH E REQUIREMENTS OF § 165-36C,
PLANT SELTTION, PLANTING PROCEDURE, AND
MAINTENANCE.
INVERT =732.0 I
M
PROJECT INFORMATION
TOTAL W/ TM# 64-A-4B & 64-A-4J CONSOLIDATED
TOTAL LAND AREA: t7.79 AC
EX DEVELOPED (IMPERVIOUS) AREA: t6.77 AC
PROPOSED BLDG AREA: f0.055 AC
MIN LANDSCAPED AREA REQUIRED: f 1.95 AC (25%)
EX OFFICE AREA: f 10,000 SF
EX STORAGE/WAREHOUSE ±65,983 SF
Draft
Description
12/11/07
COUNTY APPROVAL SET
11/27/07
3RD SUBMISSION
11/05/07
2ND SUBMISSION
09/28/07
1 ST SUBMISSION
DIMENSIONAL AND INTENSITY
REQUIREMENTS
FRONT YARD SETBACK ON PRIMARY OR
ARTERIAL HIGHWAYS (FEET)
FRONT YARD SETBACK ON COLLECTOR
OR MINOR STREETS (FEET)
SIDE YARD SETBACKS (FEET)
REAR YARD SETBACKS (FEET)
FLOOR AREA TO LOT AREA RATIO (FAR)
MINIMUM LANDSCAPED AREA
(PERCENTAGE OF LOT AREA)
MAXIMUM HEIGHT (FEET)
0
35
15
15
1.0
25
35
TM #64-A-4E
WOLSELEY REAL
ESTATE, INC.
ZONED: B3
758/593
TM #64-A-4B
WINCHESTER MEDICAL CENTER, INC
ZONED: B3
IX FENCE
\ U
148' LANDING
EX DUMPSTERS - /"I \ 2 W/ HANDRAILS
r I� 1:48 MAX SLOPE -
48'Wx15'L RAMP W/ HANDRAILS
1: 12 MAX SLOPE
VAN ACCESSIBLE HC
SPACE W/ SIGN. �P=730.20
SEE DETAIL
1:48 MAX SLOPE
EX FENCE T/P=730.54
8.00-60'
N 52 33 58 W 600.00
SANITARY SEWER GRINDER
Pi UP i IMP
PARKING CALCULATIONS
REQ'D PKG SPACES = 52
GENERAL OFFICE SPACE: 1 PER 250 SF
10,000 SF/250 = 40 SPACES REQ'D
WAREHOUSE, STORAGE: 1 PER EMPLOYEE
12 EMPLOYEES/1 = 12 SPACES REQ'D
51-75 SPACES=3 HC SPACES REQ'D
EXISTING SPACES = 154
INCL. 4 HC SPACES
PROPOSED SPACES = 1
INCL. 1 HC SPACE
LOADING SPACES CALCULATIONS
REQ'D SPACES: 1 PER 40,000 SF
61,063 SF/40,000=1.5 REQ'D
EXISTING SPACES PROVIDED = 7
NEW SPACES PROVIDED = 0
PRO E
;{ ONES VACATED
i
X IX WOODED AREA
- --� w
I
4i
IX WOODED AREA -�
EX ACCESSORY BLDG.
EX FH #2
FF=726.50 ,f ,
IX SITE LT
I r.
PROVIDE GATED 6' HIGH OPAQUE - - - � ��0
(BOARD -ON- BOARD) FENCE �
AROUND DUMPSTERS. SEE
DETAIL ON SHT. 3 J
/J f
(3) STEPS W/ HANDRAIL �
6 R & 12 TREAD /-
HANDICAP / \
n
ACCESSIBLE DOOR / / IX WOODED AREA
OVER�RAMPHEAD DOOR / y �sG. f
IT/P=730.25
FF=731.33
MT/P=730.56
SO� /� d
15.00'\SEfBACKI-- J %
\ IX WOODED AREA
TM #64B-A-17
-0 HOSPITALITY WINCHESTER LC
ZONED: B3
0' 40' 80' 120'
LANDSCAPING CALCULATIONS
PERIMETER TREES REQ'D: 1 TREE PER 2,000 SF
FOR FIRST 100,000 SF IMPERVIOUS AREA, 1
PER 5,000 SF OVER 100,000 SF
TOTAL EXISTING IMPERVIOUS AREA: 295,085 SF
PROPOSED IMPERVIOUS AREA: 0 SF
EX. PERIMETER TREES REQ'D: 100,000/2,000= 50
195,085/5,000= 39
=89
INTERIOR TREES REQ'D: 1 TREE PER 10 SPACES
154/10=15
EXISTING TREES PROVIDED = 21
FLOOR AREA
CALCULATIONS
EXIST. GROUND FLOOR AREA:
44,663 SF
EXIST. TOTAL FLOOR AREA:
58,393 SF
PROPOSED GROUND FLOOR AREA: 47,063 SF
PROPOSED TOTAL FLOOR AREA:
61,063 SF
TOTAL LOT AREA:
181,635 SF
PROPOSED SITE FAR:
61,063/181,635 = 0.34
MAX ALLOWED FAR (B3):
1.0
2400 SF STORAGE
BLDG. HT=12'-0-
TM #64-A-A
SHENANDOAH UNIVERSITY
ZONED: B3
924/973
LANDSCAPING
PURPOSE
PLANT NAME
NO.
SIZE AT TIME OF PLANTING
SCREENING
JUNIPER - SEA GREEN
112**
3 GALLON
PARKING LOT
VARIOUS DECIDUOUS SHADE TREES
21
EXISTING
**NO. OF PLANTINGS BASED ON 4-FT 0-C SPACING
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GENERAL NOTES
1) A 20' WIDE ALL-WEATHER EMERGENCY ACCESS SHALL BE MAINTAINED
DURING CONSTRUCTION.
2) ENSURE POSITIVE DRAINAGE AWAY FROM BUILDING(S).
3) UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 100 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE
TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH AN APPROVED SEDIMENT TRAPPING
DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT
ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
PROPERTY.
D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND
PROMOTE STABILIZATION.
E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE
REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
4) THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM
TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO
TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE
MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES.
5) ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS
AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS
OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN
WRITING, WHO SHALL PROMPTLY ADDRESS SUCH PROBLEMS. WORK DONE BY
THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
6) CONTRACTOR SHALL REFER TO THE BUILDING PLANS FOR EXACT BUILDING
DIMENSIONS, POINTS OF ENTRY INTO THE BUILDING FOR ALL UTILITIES, AND ANY
SPECIFIC DETAILED INFORMATION RELATED TO THE BUILDING STRUCTURE(S).
7) ALL DIMENSIONS SHOWN ON THESE PLANS ARE TO THE FACE OF THE
BUILDING, FACE OF CURB OR THE EDGE OF THE PAVEMENT UNLESS OTHERWISE
REFERENCED.
8) WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE
STANDARDS, THE VDOT ROAD AND BRIDGE SPECIFICATIONS, AND THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK AND REGULATIONS. IN THE EVENT
OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS,
THE MOST STRINGENT WILL GOVERN. ALL UTILITIES TO BE DEDICATED TO ANY
MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED
AND TESTED TO CONFORM TO THE COMMONWEALTH OF VIRGINIA STATE BOARD
OF HEALTH.
9) ANY DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE
PROTECTION DEVICES SHALL BE REPLACED AND THE INLET CLEANED. FLUSHING
IS NOT AN ACCEPTABLE MEANS OF CLEANING.
10) THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE
UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR, AT HIS OR HER
EXPENSE, OF ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION THE CONTRACTOR SHALL CALL
MISS UTILITY AT (800) 552-7001.
1 1) ALL MATERIALS USED FOR FILL OR BACK FILL SHALL BE FREE OF WOOD,
ROOTS, ROCKS, BOULDERS OR ANY OTHER NONCOMPACTABLE SOIL TYPE
MATERIALS. UNSATISFACTORY MATERIALS ALSO INCLUDE MANMADE FILLS AND
REFUSE DEBRIS DERIVED FROM ANY SOURCE.
12) COMPACTION OF FILL MATERIAL UNDER BUILDING SLABS SHALL BE BASED
UPON RECOMMENDATIONS OF SOILS ENGINEER AFTER COMPLETION OF STANDARD
PROCTOR TEST AND SHALL MEET THE BEARING REQUIREMENTS OF THE
STRUCTURAL ENGINEER FOR THE BUILDING. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE TESTING. TRENCHES OR ANY OTHER DEPRESSION
REQUIRING FILL OR BACK FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM
DENSITY AS DETERMINED BY STANDARD PROCTOR TEST AS SET FORTH IN ASTM
D-698.
13) ALL EXCAVATION, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT
THE INTEGRITY OF THE SUBSOIL.
15) TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS FURTHER
DIRECTED BY THE GOVERNING INSPECTORS.
16) WATER, POWER, AND COMMUNICATIONS FOR THE NEW STORAGE BUILDING
SHALL BE SERVED FROM WITHIN THE EXISTING BUILDING. ALL PROPOSED
UTILITIES WILL BE LOCATED UNDERGROUND.
17) GLARE FROM ANY PROPOSED OUTDOOR LIGHTING SHALL BE SHIELDED FROM
ADJOINING PROPERTIES AND RIGHTS -OF -WAY.
Draft
Description
12/11/07
COUNTY APPROVAL SET
11/27/07
3RD SUBMISSION
11/05/07
2ND SUBMISSION
09/28/07
1 ST SUBMISSION
6'-6"
FENCE ---
SECTION
12' DOUBLE GATE-6' HIGH SOLID
BOARD 1x6x6' PRESSURE TREATED
ON 1-5/8" WELDED GALVANIZED FRAME
6'-6"
FENCE
SECTION
EXISTING LOADING DOCK
TRASH ENCLOSURE PLAN
N.T.S.
3" STEEL DOME CAP
2x4 GALV HANGER, 1
3"x10'-6" SS40 GALV Plf
1 5/8" STEEL DOME CAP
2x4 PT RUNNER, TYP
1 5/8" SS15 WELDED
GALV PIPE FRAME
1x6x6' PT BOARD
TRASH ENCLOSURE - WINGATE
STYLE FENCE TYP SECTION
N.T.S.
FENCE POST TYP.
-6' HIGH SOLID
=SSURE TREATED
ON 1-5/8" WELDED GALVANIZED FRAME
'K4 PT CAP BOARD
(4 PT RUNNER (3) PER SECTION
ix6' PT PICKET, TYP
J HOT DIPPED SCREW NAIL-6 PER PICKET
TE
LJr rA1 I ATrl I TVn
3" IOH HINGES, (2) PER GATE
(2) 1 3/8" x 3' SS DROP ROD PIPE
TRASH ENCLOSURE - TYP GATE
N.T.S.
12" MIN.
NOTE: SIGN TO BE PER
LOCAL HANDICAPPED
REQUIREMENTS. VERIFY WITH
CITY SIZE & SHAPE
WHITE LETTERS & SYMBOL
ON BLUE BACKGROUND
PARKING ON'
PENALITY
ETAL SIGN, BOLT
$100-$500 FINE
TO PIPE COLUMN
TOW —AWAY ZONE
TO BE DISPLAYED AT
/AN ACCESSIBLE
SPACES NOTED ON THE SITE
fP LAN .
3" DIA. PIPE COL. W/
(2) COATS ENAMEL
(WHITE) (EMBED. 18"
INTO CONC.
/-GRADE
p.
�8"' DIA. X 24" DEEP
CONIC. FOOTING
PROVIDE SIGN AT ALL HANDICAPPED PARKING STALLS
INDICATED ON SITE PLAN AND FURTHER AS
REQUIRED BY 2003 VIRGINIA UNIFORM STATEWIDE
BUILDING CODE, CH 11 AND THE 1998 ICC-A117.1.
SIGN MAY BE MOUNTED ON BUILDING AS ALLOW BY
APPLICABLE CODE(S).
HANDICAPPED USE SIGN
NOT TO SCALE
6' R
YELLOW REFLECTIVE
PA I MT
v 12'
(U 5° CD
CU
co
1�_ �F_ 16
2� 'P
y2'
3' 18'
8'
OF PARKING SPACE
INTERNATIONAL
HANDICAP SYMBOL
NOT TO SCALE
5'-0" OR 9'-0"**
9'-0"
a 90
e
2' C/L TO C/L O 45'
HANDICAPPED PARKING
STRIPING DETAILS
NOT TO SCALE
x* USE MIN. 5' WIDE FOR ALL HANDICAP
ACCESS AISLES UNLESS NOTED AS 'VAN ACCESSIBLE'.
USE 9' WIDE AISLES FOR 'VAN ACCESSIBLE' SPACES,
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
2" OR 3" REINFORCED CONC.
ADJUSTING RINGS.
zr_
4" MIN.
12" MAX
C.I. FRAME & COVER
2AME IN CEMENT MORTAR BED
NON - SAG JOINT SEALER SHALL BE USED
IN AREAS SUBJECT TO FLOODING.
STANDARD PRECAST
MANHOLE
MANHOLE
STEPS
0 - RING RUBBER
REVERSE "WYE" BRANCH
�- GASKETS (TYP)
5" MIN
FLOW
CONCRETE DAM
UP TO 4"
eia V.
t _
48" DIA.
1/8 BEND
�.:
=.
"A" DISTANCE
2500 PSI CONCRETE
t.i;.::
F. <' FLEXIBLE JOINT SHALL BE CAST IN PLACE
UNDISTURBED
SOIL 3"
MIN
." ,.
i
2500 p CONCRETE `. ." �!• '' :
EXTENDED MONOLITHIC BASE I 11 1 11 I I ill I
11 1-
PRE CAST
SUPPORT PIPE ON
6" OF STONE BEDDING # 57 STONE BEDDING
NOTE5: WHERE "A" DISTANCE IS LE55 THAN 6'-0'' THE INCOMING SEWER SHALL BE LOWERED
50 THAT THE TOP OF THE INCOMING SEWER IS NOT MORE THAN 6in. ABOVE THE
TOP OF THE OUTGOING SEWER
WHERE "A" DISTANCE IS GREATER THAN 6'-0'' USE STANDARD DROP CONNECTION.
CONCRETE ENCASEMENT MAY BE ELIMINATED IF D.I. PIPE AND FITTINGS ARE USED
FOR DROP CONNECTION
STANDARD DROP CONNECTION DATE: 4/07
DETAIL NO. SCALE: NONE
55-2
CITY OF WINCHESTER, VA
DEPARTMENT OF PUBLIC UTILITIES
PREMAP
TEE OR
SEWER SERVICE CONNECTION
PER SPECIFICATIONS
SANITARY SEWER
MAIN
ALL SEWER
90• UNLESS OTHERWISE
SHOWN ON PLANS
SDR 26 GASKETED PIPE
AND FITTINGS
STANDARD GRANULAR
BEDDING THROUGHOUT
CLEAN OUT
PROPOSED SERVICE LATERAL
IGID FERNCO COUPLING
EXISTING SERVICE LATERAL
STANDARD STANDARD SANITARY DATE: 4/07
DETAIL NO. LATERAL CONNECTION
55- 3 SCALE: NONE
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