HomeMy WebLinkAbout14-99 Valley Industrial Plastics. Inc. - Back Creek - Backfile (2)I
////i/J//%//// •r///% //l//%/.� %////////l//il//%/l//l/ /// j .////G%l//%l/l//� ///i///%i////,�
Qi j 5
r l / O lzir /./ •`r.
//// �i//ic� ll %/i7�� a �/r/ �7r �/ice/ii/aar � r7� %//l�/G� G7� /i/�LvaaOr % lr •///i�G� ¢r: ////C� ///%l://are 7�/r. i//it� �7/ �//aG� r/%i//air, //%/47/ii/ j /.7� �/L/r
//✓/!%/'i . /`/ii•.,. �/%- w/%/%L% 2�%. , /i/:r ricnrci�4go lani. wa/��mrrvrn�.- l�/r /alLi�irs� lr�L;/�U,9i�r� ,i%/n �obiva�iuiir:/U;� N r�cvnenurxnr /ii2�� ravi,//u;//// /UL710[4w///�27Ur3r; _ ••usy��i.:.. /�/•4 ✓/ c/i/iirvr,�ajl..
< �l3 C,/r ii/ � /iyr r;.i / r / // /ol/y � r � � l/lGl lit/ii 3� ✓�///i
r' .rir� '/hYr !/iicGzi.r� va �ii.% o. �i. f� /u,if lei cn yii.: rr' - /l�� irr �ii�i iii ro• � .v 6arwr.r bii� � w rv� yr �irur� ✓ l/iiii •' �iir t�, lm/ ✓/r'
r �
CONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor sholl exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Coll "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at !his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's `
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the '
Frederick County Public Works Department.
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited. -
2. Access for emergency vehicles must be maintained at all times during construction.. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to, re
hydrants. Fire Hydrants are not to be obstructed at any time.
UTILITY NOTES
1. The contractor shall furnish all materials, labor and equipment and
perform all work including restoration for the completed installation of
the utility systems and all other improvements shown or implied as
necessary for the completed facility ready for use. Unless otherwise
noted, specifications for all work to be in accordance with applicable
Standards and Construction Specifications of The Virginia Department of
Transportation, The City of Winchester Public Utilities and Public Works
Dept. and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however,
such may exist that are not shown. The contractor shall exercise care in
this work so as to ovoid damage to any utilities. Any damage shall be
the contractor's responsibility. The contractor shall notify all utility
companies 72 hours prior to, construction. Call "Miss Utility" 1-800-257-7777.
3. Water and sewer lines are to be constructed in accordance with these plans
and specifications and shall additionally meet all requirements of the
City of Winchester. The contractor shall coordinate with this agency and
arrange for inspection as necessary. Exact locations for water and sewer
services to be as directed by the City of Winchester inspector in the
field. Contractor to provide assistance as the inspector may require.
4. Temporary termination of sewer lines shall be plugged watertight. The
end of the line shall be marked with a treated 2 inch x 4 inch post
extending at least 18 inches above the ground. The top 6 inches shall
be painted green, and the cut depth to the line invert shall be shown.
5. Manhole rims, valve boxes, etc. to be adjusted to match proposed elevations
shown in these plans.
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT)
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications'
or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
3. When working on VDOT ri ht-of-way, all traffic control, whether permanent or temporary, shall be in accordance
with the current edition of VZT's work area protection manual. Furthermore, all traffic control floggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section
104.04-C.
4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change
as deemed necessary by VDOT.
5. Prior to initiation of work., Contractor shall be responsible for acquiring all necessary VDOT land use permits for
any work on VDOT right -'of-wa .
6. If required by the local VDOT Residency Office, a preconstructon conference must be arranged and held by the
engineer and/or developer wiith the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work,.
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for any inspection.
8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public rood -
way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion &
Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project sho e
maintained through construction.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined
by the engineer and approved by V•D.O.T.
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6"
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector
density tests performed by a qualified independent agency shaft be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval.
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector.
15, The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
minimum design standards and is the developer's responsibility.
16. If required by the local VDOT Residency Office, copies of all invoices for materials within. any dedicated street
right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured.
17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be
installed by the developer or, at VDOT's discretion, by VDOT on on accounf receivable basis.
18. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the
plan sheets or as directed by the V.D.O.T. Engineer/Inspector.
l . Ole. oveouw'
�8 1 '1 .. r Jam, `� •'•'• � ��• ` _ � �' �•' �
1 �I� ,•
Q, can •., •-� � ,�.�.
so
SA EADWOk..
r •�f . .V ` r' / • If
//� tea' O �� • •• �; O' �C�: /• � •
a
V . �•r. r s..
ffi r
. .k J
�� o, )r t� (� �1 � `/'� '� / �/ �a�J � Y3a � � j 4 �� . it : '�`.,• j�%�•:1
41
yl ��•, / 4pis-
Ab
e
%1' 1
1A Ivy
Vicinity Map
Scale 1 "= 2000'
FE B R UARY 1999
gilbert w. dif f ord & associates, inc.
Engineers • Land Planners • Surveyors
150-C Olde Greenwich Dr. 200 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
PHONE: (703) 898-2115 PHONE: (540) 667-2139
FAX- (703) 898-2115 FAX: (540) 665-0493
SHEET INDEX
1
COVER SHEET
2
SITE DEVELOPMENT PLAN
3
GRADING & EROSION CONTROL PLAN
4
PROFILES AND SECTIONS '
5
MISCELLANEOUS DETAILS
Owner: JASBO, INC.
P.O. BOX 6
STEPHENS CITY, VIRGINIA 22655
PHONE: 869 -1800
Developer: JIM LANTZ
VALLEY INDUSTRIAL PLASTICS, INC.
110-E INDUSTRIAL DRIVE
WINCHESTER, VIRGINIA 22601
PHONE: 869-6828
MAE SITE
,F
ON 1171*1
_ �, AT
Approved by Frederick County Zoning Administrator
l
-7 /-Z
Site Plan Approval Valid for 5 Years From Date Shown nce Date
H OF r
ALD A. MISLOWSKY, JR, Z
NO. 020674
Project Number
Sheet Number 1 of 5
REV. 5-19-99 PER VDOT COMMENTS
11
3
0
W
0
0
LEGEND
PROPOSED CURB & GUTTER
- --
PROPOSED CURB & REVERSE GUTTER
-"
PROPOSED R.O.W. PAVED AREA (8' 218/4' BM-2/1 1/2' SM 28)
PROPOSED ON-SRE PAVED AREA (8' 218, 2' SM 2A)
PROPOSED CONCRETE AREA
�• ' '
PROPOSED 8' 21-B BIT. PRIME & DOUBLE -SEAL
PROPOSED GRASS AREA
PROPOSED EASEMENT AREA
- -
ZONING BOUNDARY
Z
UTILITY PEDESTALS
FTJ 0
EXISTING STORM DRAINAGE & STRUCTURE
- -
PROPOSED STORM DRAINAGE & STRUCTURE
- --��--
PROPOSED WATER MAIN
w �-
EXISTING WATER MAIN
PROPOSED FIRE HYDRANT
It
PROPOSED GATE VALVE & BOX
04 w 4 -
EXISTING SAN. SEWER AND MANHOLE
PROPOSED SAN. SEWER AND MANHOLE
-+S S.+-+-- -�S_5
PROPOSED UNDERGROUND ELECTRIC SERVICE
---I ELEC I
PROPOSED UNDERGROUND TELEPHONE SERVICE
---ITELI
PROPOSED GAS SERVICE
GAS 1-
,
q
J
d
STORM SEWER DESIGN COMPUTATIONS
CULVERT
FROM
TO
LENGTH
SLOPE
HEIGHT, B
WIDTH, W
POINT
POINT
INV. IN
INV, OUT
(FT)
(FT/FT)
(IN)
(IN)
NOTES
1
STR 1
OUTLET
803.27
801,20
150
0.014
15
15
PVC
2
STR 2
STR 1
803.97
803.27
135
0.005
15
15
PVC
3
STR 3
OUTLET
802,60
801,30
100
0.013
18
18
CMP
4
STR 4
STR 3
804.80
802.80
200
0,010
15
15
RCP
5
STR 5
OUTLET
801.80
801.30
86
0.006
15
15
CMP
6
STR 6
OUTLET
798.70
797.00
52
0.033
15
15
RCP
7
STR 7
STR 6
801,00
799,10
56
0.034
15
15
RCP
storm twet summary, ana dump tniet ueptn ana _\preaa Lalculotlon.
Str• No,
From
Inv, In
Inv. Out
Inv. In. Top Elv.
Type Throot(ft)
1
B
803.27
80327
--- 805
TRENCH DRAIN 18
2
C
---
803.97
--- 805.7
TRENCH DRAIN 18
3
F
802.8
802.6
--- 807
DI -I ---
4
G
---
804.8
--- 807.0
DI -I ---
5
D
---
801,8
--- ---
PROJECTING ---
6
H
--
798,70
--- ---
ES-1 ---
7
A
801
801
--- 804.5
SWM-1 ---
NOTES:
TRENCH DRAINS: 18' WITH NEENAH R4990-HX TYPE A GRATE
I
I
q
35' R.
251 12'
VDOT CG-6 FT
/4_" '�~
a
ROUT 651
/�-MATCH EXISTING PAVEMENT
EXISTING PPS-MENT
1 1 /2" SM 12.5
_ 4" BM 25.0
12' 8' 21 B
SECTION THRU PROPOSED ENTRANCE
PLANTING 5CIIE'DULE *
BOTANICAL
COMMON NAME
MINIMIUM SIZE
MAXIMUM SPACING
QUANTITY
®
-
ACER RUBRUM
RED MAPLE
-
2' CAL. 0 6' ABOVE GROUND
AS SHOWN
9
0
QUERCUS PNUSTRtS
PIN OAK
2' CAL 0 6' ABOVE GROUND
AS SHOWN
4
t '• 3
�•�
ACER SACCHARUM
SUGAR MAPLE
2" CAL. 0 6' ABOVE GROUND
AS SHOWN
12
EUROPEAN HORNBEAM
18' - 24' HEIGHT
4'-0' O.C.
3
CHANTICLAR PEAR
5' MIN. HEIGHT
--
AS SHOWN
-
11
TOTAL PLANTS PROVIDED 39
* LOCATION OF REQUIRED PLANTS ALONG PROPERTY BOUNDARY WITH TRI-COUNTY
VIRGINIA OIC MAY BE RELOCATED ON -SITE TO PRESERVE EXISTING PLANTS
AND VEGETATION. CONTRACTOR TO VERIFY FINAL LOCATION OF ALL PLANTINGS
WITH THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT AT
540-665-5651. I
1`
1
1
OUTDOOR LIGHTING SCHEDULE
DESCRIPTION/SIZE
UNITS
® 400 W. METAL HALIDE - WALL PACK
12 UNITS
t 400 W. METAL HALIDE - GROUND MOUNT
2 UNITS
4 FT. BOLLARD LIGHT
4 UNITS
PARKING LOT SETBACKS- MI
ZONING
REQUIRED_
PROVIDED
FROM PROPERTY LINE 5'
10'
FROM RIGHT-OF-WAY 25'
151.60'
PROPOSED BUILDING USE
PHASE ONE PHASE TWO
OFFICE/ADMINISTRATIVE 6,450 SQ. FT. 0
MANUFACTURING 25,000 SQ. FT. 27,000 SQ. FT,
TOTAL 31,450 SQ. FT, 27,000 SO. FT.
ITE TRIP GENERATION 6" ED. ESTIMATES
THAT THIS SITE AT FULL DEVELOPMENT
WOULD GENERATE 223 TPD.
N/F TRI -COUNTY VIRGINIA 0/C
I T.M. # 63-A-59D
r
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER 63-A-60
C
Q_-
ZONING M-1
CURRENT USE VACANT
}
c/?("
V"
V'
PROPOSED USE INDUS T RIAL
m
o
0
0
0
EXISTING LOT AREA 8.91 ACRES
SETBACKS oi
rn
I
RE UIREI) PROVIDED °O
FRONT 75' 197'1
SIDE 25' 79'1 o
REAR 25' 412'1 w
FLOOR AREA 31,450 SQ. FT. o
LOT AREA 395,797.56 SQ. FT.
RIGHT-OF-WAY DEDICATED 13,515 SO. FT. 0f
RESULTING LOT AREA 382,282.56 SQ. FT. 0 3 g
LOT AREA DISTURBED 208,864 SQ. FT. C-) c� >
FAR ALLOWED 1.0 � _ �
FAR PROVIDED .15 ,v)�, a C-,>
MINIMUM LANDSCAPED AREA 25% Z z
LANDSCAPED AREA PROVIDED 67.2% Z
3 w
MAXIMUM BUILDING HEIGHT 60 FT.
PARKING REQUIRED PROVIDED (PH^1) PROVIDED (PH. 1 do 2)zm
INDUSTRIAL (3 SPACES FOR 4 EMPLOYEES) o 0 0
N0. OF EMPLOYEES 40 W W UJ
STANDARD SPACES 30 41 70
HANDICAP SPACES 3 3 3 a a W
TOTAL SPACES 33 44 73 a an an 2n
LOVING SPADES R QUIR R V
rn rn rn
2 5 rn
PARKING LANDSCAPING 0I `r' rn °°
Q0 `- `'- cV
PARKING LOT PERIMETER 1240' 1
PERIMETER TREES REQUIRED 31
PERIMETER TREES PROVIDED 31 I N
Cy) INTERIOR TREES REQUIRED 8
INTERIOR TREES PROVIDED 8 v 9 c
TOTAL TREES PROVIDED 39
PARKING LOT LANDSCAPING REQ'D. 5% •p „�
PARKING LOT LANDSCAPING PROVIDED 24% ,.
NO STEEP SLOPES, WOODLANDS, FLOODPLAINS, WETLANDS OR OTHER 4� v
ENVIRONMENTAL FEATURES EXIST ON THIS SITE EXCEPT AS SHOWN. Q LL
> ALL UTILITIES SHALL BE PLACED UNDERGROUND •~ `�'
v
NO OUTDOOR STORAGE IS PROPOSED.
alo
N/F BRUCE- DA WSON I z I z ut t v t�vvn
1-8" TAPPING SL.EM PROP. SEWER MANHOLE ES .
T. M. 63-A -•59E I ZONING. M-1 ( )
Z � � T M. ,� 63- A - 59B � � AND VALVE % 1
W �'- Q I Q USE. INDUSTRIAL RIM= 803.50
j DEED BOOK 722 PA GE 635 DEED BOOK 747 PAGE 1005 INV. IN= 794.74
�- I �- EX. SAN. MANHOLE INV, tN= 795.00
ZONING M- > I RIM= 808.85
Z Z ZONING.- M-1 w ARE ARE
CONNECTION
� W � I Z PLACE FIRE SERVICE DOUBLE-
USE.- UTILITY USE. VA CA N T O INV. OUT= 800.12 2 1 /2" WATER
PROP. STR. #4 1 CHECK VALVE IN BUILDING SERVICE
EXISTING WATER AND SEWER SHOWN ARE I w (SEE ARCHITECT'S PLANS) EX. UTILITY POLE
PART OF THE CITY OF WINCHESTER UTILITY TYPE. DI-1 1 �' PROP. STR. 3
v SYSTEM. LOCATIONS ARE APPROXIMATE. Ex. Fire
= /ExistingHydrant Tr'PE: DI-1
CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ow off
C� AND ELEVATIONS PRIOR TO BEGINNING ANY WV-
�` �`'I PHASE ONE TEMPORARY 60 INGRESS EGRESS W.
v 4 I WORK. THE ENGINEER MUST BE NOTIFIED OF ANY I
CONCRETE WHEEL STOPS EASEMENT
`
DISCREPANCIES. - - - - - - - -
� Ex. 8 Water
� 5 CURB TAPER
40'20 10' E (SEE DETAIL D) EX. 30' WATER & /5' CURB TAPER Ex. 8 PVC SE1218.21 REBAR I SEWER MENT SEE ETA1L D)
O 5' PARKING SETBACK I
1
r- n1
I
0
�.
TT
V.
GV
,..
:. ...... •:r- ::.::.:::::::::
W S .LATfBAi
CO O O �' ::::...... ..................TXP::::........
r ... : •.::. • ..: ..:. :...
PHASE TWO PARK T CO WITH t ::..• :.. ::.: ... . (� TO N6TAUCTED PA►VE�Ff . .. {•�' . .----•.:..:•::.::.:.: . � ;E � �:... :: �Q.• ,�
Z � PHASE TWO BUI (FUTURE EXPANSK7N AREA) MM� MD . AAA,.
c � ,
� � :. � ; x�4 N .S 1''• jet ' , � •�.'• r f��
Z WHEEL STOPS TO USED AS DMSION BETWEEN d V oVERm 1 C
C � I , a 12'
PHASE ONE AND TW PARKINQ 204.14
� . � � � ---- - - Y - 5' CURB TAPER � - � LN
.• 4' SEWER ::� 4' SIDEWALK.
n I POND A ON LOT 5 PROVIDES DETENTION FOR RUNOFF JMAN. DOOR
FROM LOT 4 MEETING THE FOLLOWING PARAMETERS: A = 4.0 ac I (SEE DETAIL D) PHASE ONE TEMPORARY 4' SIDEWALK. SEE SECTION E " I SINK OLE SEE SECTION E
Z I I _ I CONCRETE WHEEL STOPS 3/, 450 S. F. 6 FIRE-
..........
I PROPOSED SIGN
-, C cN 92 I PHA 5 E _TWO_ P _A R_K_I N_ G _ _ _ _ i g (max. area = 100 s .ft.
T 0p c� Tc = 5 min ► PHASE ONE PARKIN _ INDUSTR/AL BUILD/NC
I 3� tt -
o z ► PHASE ONE g MFG. I FFICE �_
tv ` A STORMWATER MANAGEMENT FACILITY ON LOT 4 SHALL I FU TURE EXPA N N A REA F. F. = 809.00 AREA I REA FIRE LANE 30' FLAG POLE
PHASE Two B lLD/NG 5.00' VOOT CG-12
r- PROVIDE DETENTION FOR RUNOFF FROM PHASE II, LOT 5 I ( ) PROP. BLDG. HEIGHT- 28 FT. I `'
I_ MEETING THE FOLLOWING PARAMETERS: A = 4.9 ac I 2� 000 S FT. I PROPOSED PROPOSED I 10.0' SEE DETAIL ON
�J CN = 92 I Q DUMPSTER PAD PROPANE TANK I �" SHEET 5 OF 5 2t1.6T'
O C2 C1
LOT 5 g RETAINING
PROP. STR: 2 g WA , PROP. STR. 1 PR
8.7760 ACRES TYPE: TRENCH DRAIN 4 TRENC AW • ' � .... -
..::::.:
�KI �' 1-F.H. ASSEMBLY
L� .� : • ® 1-8" G.V.
I 50 00' 45.00' 45 00' o' 37.00 .-N.00 63.25' ` s.� 1-8' PLUG
C 1►
L - _ _ _ _ - - - - - - 5' PARKING SETBACK -- - - - - PROPOSED...•6O': GRESS--EGRESS .EASEMEN � (SEE�o AI D.L p --
N 40'41'42" o 1009.35' N 44 0
PROVIDE LANDSCAPE SCREEN FOR DUMPSTER -- -- - --
M EMERALD GREEN ARBORVITAE OR EQUAL PLANTING PROP. STR. 6
QUANTTIY 4 SINK HOLE p
MINIMUM HEIGHT 6' LOT 4
F PROPOSED CG-6 4' SIDEWALK X PLANT SPACING 3.5' O.C.
9.1345 ACRES
5' 4' " , OR CONCRETE CG-6 (REV. GUTTER SLOPE) Prop. Right -of -Way
1/4 , T 1 4 SIDEWALK TAPER CURB HEIGHT PR POSED N/F JA SBO, INC.
SIDEWALK OR I 13,515 SQ. Fi'.
PAVEMENT PA MENT T. M. # 63-A - 60 (L 0 T 4)
� DEED BOOK 97 PAGE 1294 PROP. SEWER MANHOLE (ES
SEW
`- TAPER CURB
SECTION D
SECTION AT END OF CG-6
(NOT APPLICABLE WHERE CG-6 ENDS
AT TURN DOWN SIDEWALK)
12" L
2" SM-2A
8" 218
SECTION E
SIDEWALK/PAVEMENT INTERFACE
SECTION C
ZONING. M- 1
USE - VA CA /V T
Ci9,4PH/CSC.4LE
50 25 0 50 IUD
1N FEET
1 inch = 50 ft.
RIM= 802.50
INV. OUT= 796.50
ao
HIGHWAY MONUMENT b J
0.38', N 45'19'38" E Owl
FROM PROPERTY CORNER
Go
3- EX. WATER VALVES � �
2 m
TELEPHONE RISER ,; S is
Ez- 6 b
EX. UTILITY POLE
94
7✓ EX. SEWER MANHOLE 4 v
1 2 METER I I PM
1
1 .60'
5 RI = 1 71
M 80 •
�>f�w
eu
I INV. IN= 793.03
I-F.H. ASSEMBLY INV, OUT= 792.93
"
I
N
1
i `X6 REDUCER 1 8 E q
r I �
P EX. UTILITY LE I UL 0
1-6G.V. � I �
G
s -
I I Y O -j
20 FT. SEWER EASEMENT o Z t z X
DEDICATED TO CITY OF o o w
N I WINCHESTER --4 c_._ = g v o N z
of
Z 6. v uii CL �c a.
Z 4 1 \ do
D = ��a,'v AV 00
I I PROP. STR. 6
x -` TYPE: ES-1 v Z
Z Z
EX. UTILITY POLE D ~
1 8' TEE
1-80 G.V. I I I a �^
OP. STR. 7 ' o `-° ONE AERIAL AND ONE BURIED
PE: SWM-1 I BELL ATLANTIC TELEPHONE CABLE
PROVIDE ES-1 (�
. I �
5 RCP C6 EC-1 REQUIRED
C7 1 - PROPOSED 8" TAPPING
_ _ { SLEEVE AND VALVE
I� � 12 Water $$Io �
1W � Q;
Ps� O
ROVIDE CG-12 H.C. ACCESS
19$.73 I RAMPS AS DIRECTED BY
_ 3sR /' VDOT INSPECTOR. " - r
30 FT. WATER AND SEWER
EASEMENT DEDICATED TO
I> /THE CITY OF WINCHESTER
X
I ti
I N
UTILITY P LE i 1 I ►�
(TO BE RELOCATED) i ►� W
T.
SCALE: 1 -50'
DRAWN BY: J. D. S.
I `
( PROJECT NO.
DATE: 1-25-98
SHEET 2 or--5
U)
Q)
6
NIF PO TOMA C EDISON COMPA N K
TM. # 63—A—,59E
DEED BOOK 722 PACE 635
ZONING.- IV-- I
UTILITK
LEGEND
EXISI`NG STORM DRAINAGE & STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED CURB & CUTTER!
CMNAGE FLOW
EXISTING GRADE
PROPOSED GRAD(
PROPOSED EASEMENT AREA
PROPOSED SLT FENCE
C)"XTION ENTRANCE
00 2,
RIP RAP CIMNE1_ JNING
SM FENCE INLET PROTECTION
��!!�j
SILT FENCE OUTLET PROTECTION
��!G�
AOF BRUCE DA WSON
T M. # 63—A —59B,
DEED BOOK 747 PA GE_ 1005
ZONIN,15.- IV-1
USE- VA CA A/ T
IN
rT I
25'SIDF. BR7
C'
4—
C14
N (":S (:3
qlkl. -1
F- — — — -- — — — — — -- — — —
-T
�) Ri _U TURE EXPA N c' F AREA
co T DING)
r__ i (PHA SE 0 16, A
T
7000 2 0 F)
Z
LOT 5
4P
TEMPORARY GRADING
8.7760 ACRES
SEDIMENT TRAP 'A
Sif- DETAIL ON SHEET 4
25' SIDE IR.L.
N 40*41'42 W
C-4
0VTFALL, 'B*
17
Geotechnical Requirements
Sinkholes and Site Drainage 2. Foundations
The site is mapped in an area prone 1-0 sinkholes, and the site topography The subsoils encountered in the test pits indicate favorable conditions for
identifies several potential sinkhole areas on the site. The subsurface shallow spread footing foundations. The test pits indicate firm clays of Stratum A
investigation verified the presence of a sinkhole within the area of the eastern and the underlying bedrock may be expected at estimated foundation grades.
wall foundation. The following design and construction measures shall be Spread footings founded on the natural soils of Stratum A and bedrock are
implemented to minimize the risk of future sinkhoje development. considered feasible for support of the proposed structure. However, where the
highly plastic soils of Stratum A are encountered at foundation subgrades, the
VVhere potential sinkhole conditions are observed or encountered within the foundations will require lowering to a depth below the zone of moisture variation.
building and pavement areas during construction, soft soils should be excavated It is expected that allowable soil bearing pressures for footings founded on the
and backfilled in accordance with the recommendations of the geotechnical natural soils of Strata A and bedrock will range from 2,000 psf to 3,000 psf. The
engineer on a case by case basis. A general detail for sinkhole treatment is actual suitability of foundation subgrade soils shall be evaluated in the field by
shown on the plans, Modifications to the detail may be required. The contractor the geotechnical engineer during construction. It is likely that jack -hammering or
shall coordinate for review by the gectechnical engineer, hoe -ramming may be required in footing excavations to remove loose rock,
pinnacles of rock, and rock that overlies voids.
The presence of sinkholes in the vicinity of the proposed building location
indicate that solution features, including voids and cavities, may be present
within the underlying !bedrock. To determine if solution features are present, and
the impact these solution features may have on support of the proposed
structure, air track probes small be completed prior to foundation construction.
Air track probe holes shall be drilled by the contractor at column footings and at
planned spacings along wall footings. The contractor shall coordinate with the
geotechnical engineer to establish a track probe plan and be prepared to
complete the probe holes as soon as mass grading operations allow. Results of
the probe holes shall be evaluated by the geotechnical engineer on a case by
case basis. If probe holes indicate the presence of voids or soil seams below
STORM SEWER DESIGN COMPUTATIONS
Nl� TFI—COUNTK VIRGINII
I.M. 1� 63—A-59D
DEED BOOK 659 PA GE
ZONING.- IV —
USE. INDUSTRIAL
LOT 4
9A340" ACRES
NIF IASSO, INC.
T M. #,63--A-60 (LOT 4)
I-)FFI-) POnK .97 Ic'ArF 1,2.94
0R4R1YV`SC4Z,F :
so 2,5 0 50
/P/ FEET
1 inch = 50 it.
CULVERT
FROM
POINT
TO
POINT
INV, IN
INV. OUT
LENGTH
(FT)
SLOPE
(FT/FT)
HEIGHT, B
(IN)
WIDTH, W
(IN)
NOTES
I
STR 1
OUTLET
803.27
801.20
150
0,014
15
15
PVC
2
STIR ?
STR 1
803.97
803.27
135
0005
15
15
PVC
3
STR 3
OUTLET
802.60
801.31)
100
0013
M
18
CMP
4
S. T R 4
STR 3
804,80
802.80
200
0.010
15
15
RCP
5
STR 5
OUTLET
801.80
801.30
86
0,006
15
15
CMP
6
STR 6
OUTLET
798,70
797,00
52
0,033
15
15
RCP
7
STR 7
STR 6
801.00
799.10
56
0034
15
15
RCP
3 wr n vitt { 3urwiur Y, Willi 3ullip IrMe � Utep vi unu �preuu uukLu(u uuri,
Str, No,
From
Inv. In
Inv, Out
T
inv. In. T o p Ely.
Type Jhroot(ft)
I
B
803,27
803.27
805
TRENCH DRAIN 18
2
C
---
80397
--- 805.7
TRENCH DRAIN 18
3
F
802,8
802,6
--- 807
DI -I
4
G
804,8
--- 807.0
DI -I ---
5
D
---
801.8
--- ---
PROJECTING
6
H
---
798.70
--- ---
ES-1 - - -
7
A
8111
801
--- 804,5
SWM_1 ---
NOTES:
TRENCH DRAINS: 18' WITH NEENAH R4990-HX TYPE A GRATE
AA
4 n
Cn )>
70 1 cl
rQ
:'ROP. STR. #6 J>
TYPE. ES- I
OV17FAILL 'A'
GRADE EXISTING DITCH TO
NEW PIPE OUTLET TO ENSURE.
POSITIVE DRAINAGE.
i PROVIDE 113- 1
EC_ �I ' REQUIRED �LOCATE EX. WATER UNE
PRIOR TO EXCAVATION.
cot
Carp.
3 5R
C-OPW.) 'yr. 'K*) •7 ir
CTrial;cR C,1T,
V 06pvc 4
0i
At -5 D:t_', SETW
\ VALkEY I
1
BIOMEDIMI
74
INV. OUT= 70.00 J
WU
T CE
SESAL4
PROPOWD 30. Wor AL C
LAW 40 00
167 28 v or V-,
R0* U�oi
E. N -9
CE
40*
.14 17
PROM K4 TO
EX N7Ir INLET!
tO INrV OF IFTE PA
SES'd S.-w.
50 --EX
SCALE: I"= 50"'."
DOWNSTREAM CHANNEL IMPROVEMENTS
Iffiffill
Ul)
mg�lC4
0)
4D
> LL
OWN
OD
Point
W
4
Z0 -C,
�2 LAJ �*%ra� L) LL"j
Z
L6 W
A, Z
Cr w aw
LJ
"40 U
00
rr3
ONtr
O
ZZ)
O
LQ
CkZ
SCALE -
DRAWN BY: J D. S.
PROJECT NO.
DATE: 1-25-98
SHEET 3 of 51
3
O
v
City of Winchester City of Winchester • t- h
3tantaard UUh Detail -,,,�- City Of Winchester City of Winchester
utility Slancard Utility Detail C,ty of Wmchaster -_-. Standard Utility Detail $tanAard UUHty Ostail yU• �
;}"partn,ent of PublieUtlhties OepantnerM bf public UIIIiUes Stsndare V[dav Detaa ,0"04,a..»,se.[ V.I..k.-4an, pa aftinent of Public Utilities a artment of Public Utilities
IhPanrnent of Pubfia Ut 1-3 .! vMv. W. «+! aa.t .hda eat •e.. p p P
! Vxv. tb, Ca•n .fy. 4. RMM-'r.'e,w' l.'L+f'tB -••`
---..- •i YMv 4a .r."D. A"M wph re.A.A ae.M �.
tryru nxnN rt4..p,Yavr d b< ly.pxrn+enl J >Kae :.Y,M"< nAne• Of y.vr+.en: w.u. 'n'•" refs .eu. l.ur.d • C �
of ta` } '►' F•..e•e D. lees.
• FRAME a GOv�R farpW env. rater v4ve Met awe -T rc v yA. U-W >,.nr .."p+n • VA- D.•.a . 0 h. -.w tv.. iv ..tya i'nMt ►
•�-. to:_� LE L1 Ci �
I' C.,. �r► `"•••
N•a+ta cost bon Clea{,out cop ith Dress plug � `,-
• !M.nw 4eec• rap - as r.t fmn a CAv Cr.N Cpr zlun C'M+ R having a countersunk square ModOUT
pr„Oren, 1) All CrY hydrants st I W traft mUdetti. Ponello Model
PA45V-CSK 4• \ f l 1e e
( ) FINISHED (itAGf \ 1 sTAat
• aseatb.. a.ne. rvr pia De rma.a n rasa vw
Win sea.+G in red cw,,_r Sr. o- .Fpnw,•t ens. Ponello ModN PA65V-CS1( 6
2) Restrains can ait�lw ba al ;mead rods (stairic-ss lino ad -1 1 7. 0'
atlas:) or Meg-a-lur, manes 1/ 2":EME.er P,AS7R 1 (�
3) Lead vaiYa shad rto famrarted to the main lu•e ^ cq
T
• •e " • , RICK GOORSES FOR aG.U`'•u+G gl
square cenerele akld Dod ° . "' ten, .•, �J GF AGE O GRACE FACtPL.WT
INS70E EXPOSEC' SURFACES I
4) 41/7• steamer rV�xzse fac+ng roadway. 20". 20". 12" deep • a ,'I wi .p COa✓A6T107 aAcxPlt.A \ 00
r..• '.,Sf4t.Tp xATl7tfalf I Ms.. I
a99fe9 .I /* • + Fit AI IFA T4R(D
ate base
l p I\
/--+ i• - IF depth 3") r r �V' , M MANHO
S TE P15 Q
"rLIE
•l; decnout PIP. ♦ t ....._.'4:__. �I
/��/ O.D.
t Lam- L� �R 1 J K E' /� G4RFFULLY GQNPACTED
cRfA4yCA NT I set« Irn�atX--..�.j , a.;- Y - i ,':.i•� I ,_..- �j�/ //��/ SEZECT &ACKF/LL p
wye 45• ben W WWbi S' • 4'.O"PIA.oy-
�� / 1N
Jte�L.E LYE itY CI \`\\/ l^-
I ALLY iALAJ
wrr. ;]rICUNC �. aN0 COVEIR ) _ --s c R' p 0 /,(
SfC,gw a I►LA vs 4e N :/ ° > j\% 24 c�
MEMNTER C
` �\/ /\\/ m Q
DE Z
Bad vitae Curt srtw ,vth 2''� FIRE mYCRAN7 tjCl-
\
axe,oaNs pefatngNa _ Y --;. - I s" stone b•ddin 1L N a
g � l � � : �T ' i[ tt 7 y i AacuT
-_- --.- �.-' : i=%'°�+"'•�,_ 'L ;CNCRETE'nE' •IRE'- NOTE myth of sertce lateral to ..coeds 75' I t ., Ij • r I / W C7 e Z
{ '• t / t�� �:l YC e_'_ s-^ a A„ a cteonw oseombiy shall be furnished of the a !
w .NPAVE: L� c 'i
k' propertyIln0. _ - --- l -- I Z
} •-� i - ♦ .._... �.-. °...... T`� �
µi± ^1 jlltt' `MP ,, i s _i ° i�• '� tit al xyc 0. D. iiTTWNN � CL
- Y, �.... •.'.! _ KOR •N•SEAL. RUa9ER
,`''��p •�(-�'( ° • i . , ♦ a "o - NVE.lT OP MOus[ COt,n- TO E \ \ = Z
- / ».� 1'. _ _ ' 800`,O(1 SEAL) a'.. , 'y •' CACxtt OP !E'aCi. / E" O O
-s' GATE vAi:yE BOTTOM Of ftSE ♦a jZl -T�" / / C.� C--) C,.> U
toNG -Haul- �ocx-N o ,Ii \/��\/ \ z tc�>
,.u.,...•� n.�.........,::, ;2OU F7WN 1 F!R■ kYTCRAMT•- .o / \
t FuGUNDa l CN J i .CL
Typical Valve 6 Bo, tnsidlet=vn ✓`
MANHOLE . /.
G. ._--. uRiro Eva STONE o 0 o G
AGGREGATE (t�J tI� (w Iy
STANDARD
SEWER CLEANOUT ---+- Nor ro SCALE
1 112" 8 7' Meter Installation
and Vault (htatt Fire Hydrorn Inatatlatfon FiglUre 17 C, c.K
Slandara Sanitary Manhole Oelarl Standard Sanitary Laletat Conne-son TRENCHING AND BEDDING DETAIL
PIPE OUTLET CONDITIONS POND A
SWM-1 DRAINAGE STRUCTURE Q n o
FOR CULVERT NO. 7
asr��
3do(MIN)
+ 0 ter .k-
A ' � tV, gorlet �Ordst `�r'entterr Vnlm�i 6N'ts �O�' CC �y
yy C led O cV
--._ -- JI I' T :lF ------ I �- stag deasHT of Ct Owl
2Z:P4 mooK�•..\ _36" RCP
TRENCH [DRAIN do * wrl. Dow
,. �J[NT ltil N F0_1 ON END GAPS. I l�
..� Rc IN T K O _ J/ 4' x E3• STD. NC T;-TREAD _� _ �.. - t - a_ _ DEFINED
� raa
«n.
iScE. DETA!'
A' � E�UL 1 � ANLl WASH1rF25 � r T , • � �. .., ,) � I. l PLAN VIEW
r � ""_ "'" • ` � x inn .oa w vtia sloe
4 PC CAP) � g >
-- _ t �iI
-IDE VIEW FRONT VIEW
rarn.I( Epic PIECE U
_ j , l �j I dint etP o ,ww
D.S F-44 � -. I' - t - SECTION A -A (- - �_----_------------- -- � co
I i
+f PLAN � � �i
- T
FILTER CLOTH KEY IN 8"-B": RECOMWENDED FOR ENTIRE PERIMETER
� (GRATES r�?EI''�OvE01 Q/EP•.(.H �h1Ul � END -SECTION 12"-6C"PIPE ALTERNATE END -SECTION IY°- 50 PIPE ES I C
L NOTES: 1. APRON LINING SHALL BE CLASS Al RiPRAP
I ,
wa and on w,k+ Cad -sepia a w n snit r Well rw - aecn xre
LElv:i jH L1NL IMITDD -►� ! , j Cd
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED st>9a ease nelentt aee+aq� bp" Oat reetaw-asrlw Y__�
lip
USING PLATES 3.18--3 AND 3.18-4. \ �:�• •' __-
3. d = 1.5 TIMES THE MAXIMUM 'STONE DiAMETER, BUT NOT X 1 >< 1 --
- - - LESS THAN a INCHES.
z� T!a' (6)6mml r,�. crtAtE - r• rm. - �- 1 ,!be" [2:rr.,r.1 nr-_.------ 1s (n+t=..• l nTr- ritA41E . __-_ _ E Concrete rb be -- -- E Crxcrete Ic^De
I i Smm
_ _
Source: Va. DSWC Plate 3.I8-1 i apo;� Mn ao IG P51
_ _ J
-.___-
A -A + 011+ R (')F"F THS ,ANC) WInTHS
PLAN PLAN `O
•
3/4- x 5" STO NC THREAD AVAILAB'-E UPON RS.OUFST. �(Ie+mn:I � i it vnn) 179MMI
1 ` .
HU_T AN(� WASHtR 7 _ - 1_ I c
12 PER WALU - - V
j - -- { (.V-E+ ` �;•\� � N t(�
3 _._ 2 1/2' E F t T' [' } "r") \ Pit
_ _ALL-'P� `^""°ran - - -
:14 U-BARS - 5-0• Ml,k I L I t ' -T is
ITYPI MiN- 2, I6,Dn,mi - - A i - +� f= 5 t
_ D -� i..---- E -i
CD
D - - - --� W
\ SECTION X-X END VIEW SECTION X X END VIEW b °�
- _ NOTE: ALL LHMLN51ONS SkOuN ANt 11; fOGIISH AND (MErRICi --
c r• r �_ .r _END-CTION
�S r -44. R...eL9U-fi7 MAXR ML: l.A)I CRAy IM;wY AS174 A -.a. C�11s5 .Ise Q
Q(__
ANO I'4PE A' FRAiAE faN151, e0 PAMtT 1g�
,'4' INSERT � Tr,• SEctwn TM[ 'A' (;RATE - .40
(2 F'ER WALL) � rr4 STRAiGI it � E�„ _- __- ENo•nad °�"�''�4'_ ..
AT I? CC -MAX �'� T "� f TYPE A CRATE w90 TYPE X" FRANE R.
*� w. E REMME scat •n♦. '/.ram, A 8 C D •�
1/t L 4 12" 4' 7 0 2'•0" d- 2.0" L .¢t'Ir i._ e
-'C ff '< �.
�aaauaF�t/aiPi AIi_ A E; 2'-0' 6 L- -- -- +� NEENA1i -- ` ��� _. _ 24� -i - S.-+
,b3 MA ♦♦ --=s "-. '- -�o«t -- •- -R - 15" 6" 2'- .. .. 19'_ A' '- __ 8 f
_ _. ___
( ♦f .. ..+- ^ oat[ sa n .. a ,»» 2a" Q 3 T 2f•B' -.I" a'.,.0" . 3I±r i` L.' -
F I? MAX
q� ... r01a4pIlY CbuP AqT
� ,`1t,1 A R. ,T. l' A� •y,� � __ ® p w _.... _ . _ ... _ _ .,..- _--- a ,�
1
ti ,� Q 1 I' 3d 10" a r 7 6 I 5-0" IS R t N 1 A
4 NOTE. FOR R-1-C REINIFICRCING. PLACE 2 &XL VERTICAL p D I' v P 36" 1'-S 6-3" 2'•q • 0,1 " C 0'0' 4�+ I II C'
t +✓' ' '�T_ BARS tJiJ Ei71 R SiC7E OF rJ(ENING Arm PI A, E (2) 05 O 42" i-g; S-3" -2.11" 8'-e C-6"
,�n'T� ` OI.AGONA, aAP5 AR'-U.1p OPENI_nl3 I3ET�)ri, AS NECESSnRV e _ _ _
• ° D 4a" 7•0" 6-0 2 8- i o" o= J
NEAR WALL_ EDT,•- UTA mONAL L,ENU 1 H i U �. F-)LE. SILL ' 2 D ' p
M, 3 S 2.9 8 2 T.6' - - 4
- -- _
ry pa +.l 4- a ---Tr- a .. ,t "Z s N Z Q
w O 4J
�° ��. 4.STi • 11; •�� AECT !T0, .lJ5TOh1ER. ul l- t` LIJ
as♦°rFL+n�i.++►ye�s�a '�- 7 - --� - - - - - - - The batten of the ctrb and _ .,n� � - f�-C e = C41 O ^r,C/ I j
tXS1GNE0 (3Y '(, PROJECT I l <t V
�`�... This area r'a be concrete t '"•-•__ F=- L+� O
/ E• -p gutter may be constructed 1 r Li � Li. Z
OW B1 �5 Y / pbrfac to the slope of sub- Doaoe m f nbtie hen daxgr .horn 6 -0 W � �
A a t the option of the contra tor. surFace courses y ov/ded a f '�- NOTE Poe n F-4-s .fawn d dart q.ro j LJ { OL
l��E ICY 1 �- . - - ninirfum depth of . Is on e. Ittr• ibe V� f•aclo, su:+s 6 U V
L.NC 0 r3 T ^ %%.'I'L' S iRl M- T t IFN' This Ci�'b is t0 be used when Rafntalned "'`"!""` �' to use 'he alternate dusty+ came, or "• C
-- design speed is 40 WH or less - i,ny.l - - the ngM,Iirptha 0,11 be,eda;od by j1
... r,r- T-- the d.f fw"nce ,n afmrns�or•D».
le Rural Highways and 45 MPH or 1 0 O
Tess 1r1 developed urban & slAburban
areas. Note COPW. curb S gutter having a radius
TRENCH DRAIN of 300' or less (along face of curb) shall SLOPE DETAL
be paid For as roa(W conbination curb d
gutter. SPECIFICATION
„ •
----- - REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS V
This Item ray be precast or cast in place. 362
VtRGIN1A DEPARTMENT �
CONSTRUCTION
O Concrete to be Class 43 If cast h place, I TRANSPORTATION
4000 PSI if precast. 102.0111-4
N TR UCTION OF A SILT FENCE PIPE OUTLET CONDITIONS T
(WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE REFERIEACE COMBINATION 6` CURB & GUTTER �.
1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH A A so VIRGINIA�DEPARTMENT
UPSLOPE ALONG THE LINE OF __- TRANSPOIRTATION
STARES'. 70' MIN. EXISTING
A PAVEMENT
WMAX. } 5:1
3d0 \ - Tit s„e.l owaoen fanv -CG It CG-AP T o ar 6 AWnf r " --- uti
d0 --- FILTER CLOTH MOUNTABLE BERM �R°e'w I° �' as }� VcMq as maniac ! riwl!r.n ar r,rY rR701r LL'"r2.7� .a \
antra on bast �I 97 d PprMsaow rVe anak0&fa -__ZJ �f
6• MIN. ; .r. curb end ` - .- Cow ±lw MrI S (rr a I tint
t- A \ _ - tQaoa• le D• es _ _ _ _ .'le�o�•.e.e
AREA RrrH No DEFINED SIDE ELEVATION \ 1. �s yells at oen a as urx aiyt- _ _ ; _ ? ; _ ILO 1 a'_ space a h
;-� - - -
�' PIPE OUTLET TO FLAT / - Ruda oirrotn.n nWP^s�/ 2' °'r' '� wrt e•e
ig/
PLAN VIEW CHANNEL / t t•a.. , / \ b j +» f r n •see vW 4 to. -_-caw vro+ .dnrs
i
�.� -- % EXISTING GROUND
TL
e
r l / \ 70' MIN. / I • I x • b. � p..; b•�.' 1. 01
/ 1 ''� SV 6. Class AS flt.E.S. ,- 5.�._._i. R - �- -- rV
6 _ /! ( tionwflo" t.ie� Concrete ` ,-_--b'-��_-..�-•m_ "- - ••- _ i •- - OR VSk 47 AHW.,CAMFF STWE r
"" •'� d Bt�s a rP cc CiwaE!-iKrK AMC)COYYEKrµ
.-"_._-_.-.. ..._ -- f nip arc Careev.. Err,wv r�wr
10' MIN, T RADiA( PI AN cunt+%r ° erg GayRAACEd. a.1 5ia ea �a niru.r Kib
L a -- B vASHRACM(REQUIRED) �- .pa.wo� --r A I „ - � t,pons•an !0♦+1
4"
L7 � a
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT D -' SECTION C C
\ tro�a w�d+.h ,.e" 2'•0" or as �Mafntr,• rawly
`_-
4 TO STAKES AND EXTEND THE EXCAVATED SOIL.
l0' MIN. \ atrw• Pn lrPicot sectMn
~ IT INTO THE TRENCH. d I2' M7r7." �- EXISTING PLAN ViEW
-7-__ PAVEMENT _ + _ PO -•y-, �C-0' Ccvmrun ids J
SECTION A -A MTER CL YM KEY IN e•-0'; WEDMImtnlm POI EN1IIt8 pamtrras I
O '�L w,.. B _
r i �\ G t.narvct Geer <nanyee den o e.reboeP e S pb""wro"rr/ 'r 4 •M
----L DQT MI I POSITIVE DRAINAGE la' MIN.r' �, ,eo'a"•i
A COURSE AGGREGATE B TO SEDIMENT _ _ •� �` �'y''// q \
TRAPPING DEVICE _ - o'e•$;gaoq, �./
yaDPic C., vs Srie 1?1 eo.lfto)
3d MIN ' MUST INGRESS
FULL WIDTH npt»nar or firs .. .-. Slope crone._. s-===" b t / d
OF INGRESS AND EGRESS PLAN VIEW
E W y--____- ANG -
- A a - A T ENT P. AN
r
OPERATION uanfrs Rnadna wt•a•• 7SuI•d CG-tl N uMd for erotronc.r buel J I "�•.
jtepe (:Aretge - -�1• ` ••. -• .-- _- 0_ ryc le MMitoao V00T projecli. Weoaa `"` 750YETRC �I O
PBOey ! / d --�T Q t: {learn. Po.ewent ahaltw co•+.to t<o Tit
/j I `� ♦rr,sra raGG3 CG7 It vole
O ,0' bin. IV St-t Connection •' ". bade
12` MIN. tD iM nix w ( e t a.nr1 rue
rtabaize,ien r•q.r v fo• mdNn• 'RM ROTfS , L"
earl(.. w fa Ca1Mer.tl Elb. avfne^t Nach car be Omt1la ti y'I!r IAr s yna t•IIrB, WY b M 1 ♦ 3 ia'lrNe f b i 44 rr .rl"IrA dp-10ar' v W
iII IiI k.� PIPE QUTLET TO WELL • y µpi En• •ntranu i W Ares------------'r--- ay.y,n..'r rp araroui'�:vNrg lmi . i'V In" wlie .l,:rn d r(e -v tar t: alp rkv " i
3" MIN, '"
SECTION A - A e• "allele �of radp.a s fPY Yrta p'eEWr a cue, !n .ant ra oradoore eo,rVr„ *,, ti v-1ded q an a.,•ewr oµ;'
SHEET FLOW INSTALLATION DEFINED CHANNEL � PoJd su b o, ,o"b+at.x curb Sfa.CG 4 r � __�- ds .last--ao..aat . -.I- c,p d ,Rd (�
q PERSPECTIVE VIEW PLAN VIEW - a" MIN .pie ywt« enaannt D. sana3ru.t.d -i !�
Peynqu the Rra fro e.c off('tam .fdaf d era r..la ra b fY.w eA rnu anlNapy plfn .,talc .,.tar or b "'IV Per
W
( I re an used DW Gores.
L FILTER CLOTH Gladelirles for Grade ode Chon � � 7 .�lr •� • M,anNa rovparrtn /efts ..ba ,apdrw D/ndeao N7 ry
-� g , r/f•en also rn Con 7Vr'crb will,eStgr" -'��- s1Jw tan so cYd7n was a(Nr aWr.wvaf aw" ram r(Dy.P,•.pgxa lW
`J • � !! raw, /�v.• rs Pre till MY •nN, G 4a/1. Wv4 aVr! IM :W Ay+♦ /hVM I"�I
C ,Tor CC 7, m• ca,b foe• on Ins U cbfi Ae. ►, r �I
SECTION A -A Stuns ,d I. D. «I,P.t.d to motPh t. 1_\i' (�
-Nelms D. f IIiou. tasty curt cenfiqu,04" SECTION A' A rRr a,rs sq a r�.A,ao Des ae ro 4 as s . If ptxm r • ce+a w cl Vie, mn� earn ,ILO+ .,I pia ,a.nP I
.. Peas a, rosy I" pax rWy..ra d.pn d rasp 0". s/Naue, on- 0. art. LZ
A A 6'-7" .ir .mars than 1!Iryy Vrg1 0 / 31 / 5<. Standard 06-12 for Curb A,ina deter
\\ to b. uud Wth the Standard. Cure I-,M W11 De ♦,a M/s0 al'd pdd tv of flu oyv, cf till/ pits. fV hydrwJ, Leiner
r- • W4n.m lsro0 'Srx1 yPDI ! 3 Y. 81 r •3 , d'fiv-•s o /t r4. Coaad. SIJW.M aW f+:.am arp••ya. srd•r•ou. :.ppr✓e fn pies
• _y
wt•.n tti. ntr ones .Pals c.r"wt ac t.a.•.•odal. 1, . Pr s.,aMr CwAr.eTAp SCALE:
� A 1 � N A
I" ryas then 30G VPDt . 6 r U / tno hi reC-01 term of nnlleget.d heavy lase Ali Ya.ls,ae Xi1'r Ci.rYgbl ii Orr✓ sblpa r,.rMbWn as JaPe.V b sue io.sn are IrCA.def in ;bean /`1 L�
- d • • - �' - - -- - for c.ro/:,,ra are pint
• boa tier 1 Cer4Vder alien snook be gwan to ; -- -
•, Vnu aaa.p tM p1n o1 adioc:rm p, opaaee w. ,tied
SECTION A -A adaeoD o r h s sa n .v,Jactio, .pin 5rstoo•o Ct?3 or C6 r, rn a e y ra on rn. Sb r . rs
i T - +- » - y .. _- -- ro w u oe/uar� 1. aac4 :n .mama. cue canfid anon
FILM CLOTH KEY IN e•-9'; RECOMM110 ID TOR ERTDRE PXRMMTU
IOptionalflerara Tar D. Wad fa •»Trances tt D • ArTesslye r,,,a, Ir J./htr a o 4a'vMo.. Cws R riRAV1/N BY -
FILM D. S.
\ I n cut »ctane Sr_ i.1 N 8'B •pill. ,s'e W a. rxd.a o< ♦A>•n e' rev plot.. r a df,w/od q i E:,fre '
ot..
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABiON e: aesn_VW huuw,nas end ua r.sof a ay a. tF lx Palcre o 7n✓4•cray a few raI assVas run.041 Is a, pie r!arJ
BASKET, OR CONCRSIE. OP tanol no.in• may •qu r. as trrq pl o UMU d f.p.seo apt" ska.alM tern upraC N aR aruslw saints d a .�.y�• d o nMeq f of f* ua.a+s P tali ra�twd7asa OF rMhr slowda 7s r.!sl µ JECT w� --
/avAh Ilal {an a ottt'adcfad. onof•d and tvhAt.al u• m,i Is" !A• ,qe►,, M offset ras pakywian nni Wts aJ a/a..n M P'arx Ixv
per Iron al yutle: IP M.cb.d, pr nQvlg of aoNr rrar�.wr .axe a d .tdaraR r tbetaill •,tile d prxav .trw agDlVy 7nywfrwsa. a! w all,. 10 +. f/a ErtpMe r. A.e srhrre red a acdod ash-d .Was -AV tLrr. �j p �7
spor+4 ra,, ,�e,a" � E tsmV Yo4a rh.4ue.re. ofDP rsrs. Mr•.M duo rraa ard. ar. DA�t L - 1LJ -,7Q _
POINTS A SHOULD BE HIGHER THAN POINT B. 2. Ls IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED REINIFORCED CONCRETE DRAIN SPACE snac4rat __._-_ _ --^_ ____._ --___- - _-----�.. __ _-____._--_---_ _ __ _.
UMNO PIATO 3.18-3 AND 3,18-4. Rr ME THOp OF TREATMENT- sftCad♦r4W
DRAINAGEWAY INSTALLATION - -� - CURB RAMP ATrrRnor
(FRONT ELEVATION) 3. d - 1.5 TI1�9 THE MAX[I[[[TT)tl STONE DIAMETER, BUT NOT SECTION B-B CONNECTION FOR STREET INTERSECTIONS
-- LESS THAN a WCHM. - sot (PERSONS WO H MOB/01 Y 'MPAlRMFN1 S) sac
AND COMMERCIAL ENTRANCES
$O11Ri$ }I'Om o�ttYl der 4"� )t�ivir L!l�.N' �rria•s for GAii�tnf ('iantrral Source: Va. DSWC T_ 1± A V PAFIWENT Uf PANSPCRTATgN 203,OB VA9IdAaA afrrA7dfar D7r ?MAWSf•t7NI4I-ay X4 OF
PL D67C P AU. 9.05-2 ...__.--- msn9 h.r,.,Do , za vs SHEET
3hertlaod and pant Plate 3.18-1 SOURCE: ADAPTED from 1983 Na{yland Standards for Soil erosion gad Sediment Control, and Va. DAC Plate 3A• 1 _ _ ____.-_.�__- _._--_ .____ ,._.. _
CONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in ,accordance with
a'licable Standards and Construction Specifications of The Virginia Deportment of Transportation, Virginia
D'eportment of Health, Frederick County Sanitation Authority and the contract documents.
2.
The en existing subsurface utilities; however, such may exist that are not shown.
contractor
has attempted to locate
The con or shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's rsgonsibili�. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility"
1 _800_ 7-77
3. he contractor shall be responsible for all construction stakeout. All dirridrisions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
.EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department.
2. Tern orory and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion �ontrol Guidelines and localordinances and to be utilized during the construction period. I
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions,
FIRE. & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited.
2, Access for emergency vehicles must be maintained at all times during construction. Temporary street signs -
must be posted as construction begins. Contractor must ensure that pa(ked vehicles do not impede access tf,;'fire
hydrants. Fire Hydrants are not to be obstructed at any time.
UTILITY NOTES
1. The contractor shall furnish all materials, labor and equipment and
perform. all work including restoration for the completed installation of
he utility systems and all other improvements shown or implied as
necessary for the completed facility ready for use. Unless otherwise
noted, specifications for all work to be in accordance with, applicable
Standards and Construction Specifications of The Virginia Department of
Transportation, The City of Winchester Public Utilities and Public Works
Dept. and the contract documents.
2 The engineer has attempted to locate existing subsurface utilities; however,
such may exist that are not shown. The contractor shall exercise care in
this work so as to avoid damage to any utilities. Any damage shall be
the contractor's responsibility. The contractor shall notify all utility
companies 72 hours prior to construction. Call "MissUtility" 1-800-257-7777.
3. Water and sewer lines are to be constructed in a.cordance with these plans
and specifications and shall additionally meet all requirements of the
City of Winchester. The contractor shall coordinate with this agency and
arrange for inspection as necessary. Exact locations for water and sewer,
services to be as directed by the City of Winchester inspector in the
field Contractor to provide assistance as the inspector may rewire. rt,uire.
4. Temporary termination of sewer lines shall be plugged watertight. The
end of the line shall be marked with a treated 2 inch x 4 inch post
extending at least 18 inches above the ground,. The top 6 inches shall
be painted green, and the cut depth to the line invert shall be shown.
5. Manhole rims, valve boxes, etc. to be adjusted to match proposed elevations
shown in these plans.
VIRGINIA DEPARTMENT OF TRANSPORTATION
I., All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT)
Road and Bridge. Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Deportment of Labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
3. When working on VDOT rZt-of-wayall traffic control, whether permanent or temporary, shall be in accordance
V 0 1 work p
with the current edition of S area protection manual. Furthermore, all traffic control flaggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section
104.04-C.
4. Design features relating to construction or to regulation, control and. safety of traffic may be subject to change
as deemed necessary by
VDOT.
,5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for
any work on VDOT right-of-w 04 6. If required by the local VDOT sidency Office, a preconstruction conference must be arranged and held by the
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for any inspection,
8. The Contractor will be responsible for maintainingadequate access to the project from the adjacent public road-
way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion &
Sediment Control Handbook, Sec 3.102. Furthermore, access to other properties affected by this project shall be
maintained through construction.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined
by the engineer and approved by V.D.O.T.
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13. All roadway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall be compacted 6"
lifts to 95% o theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street riqht-of-way. At the direction of VDOT Inspector
density tests performed by a qualified independent agency shah be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all, tests shall be submitted to VDOT prior to final VDOT approval.
-14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT-Inspector.
J 5. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
minimum design standards and is the developer's responsibility.
16, If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street
right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured.
17. Prior to acceptance by VDOT of.anystreets, any required street signage and/or pavement Markings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis,
18. CG-12 Curb Ramps (Persons with mobifity impairments) should be constructed of 'locations as shown on the
plan sheets or as directed by the V:D.O.T. Engineer/Inspector.
I 111111111X
Ap
gilbert w. difford
I
Engineers 9
150-C Olde Greenwich Dr.
Fredericksburg, Virginia,22401
PHONE: (703) 898-2115
FAX: (703) 898-2115
7
IA%
N__ 5ACN tly_
)11q
Old
Cem
lio
7.
Vicinity Map
Scale 1"= 2000'
. ........ .
& associates, inc.
Land Planners Surveyors
200 North Cameron St.
Winchester, Virginia 22601
PHONE: (540) 667-2139
FAX: (540) 665-0493
SHEET INDEX
1
COVER SHEET
2
SITE DEVELOPMENT PLAN
3
GRADING & EROSION CONTROL PLAN,
4
PROFILES AND SECTIONS
5
MISCELLANEOUS DETX86.
Owner: JASBO, INC.
P.O. BOX 6
STEPHENS CITY, VIRGINIA 22655
PHONE: 869-1800
Developer: J I M LANTZ
VALLEY INDUSTRIAL PLASTICS, INC.
110-E INDUSTRIAL DRIVE
WINCHESTER, VIRGINIA 22601
PHONE: 869-6828
.ELN.AL SITE -PLAN
ROVEC)
Al 1A
Approved by Frederick 'County Zoning Administrator
�7 11-2
Site Plan Approval Valid for 5 Years From . m Date Show Hence Date
REV. 5-19-99 PER VDOT COMMENTS
REC-'r-
JUN
DEPT. OF PLANi'warLN"
H p� r
ALD A. MISLOWSKY, JR.
0 NO. 020674
14 �1
Project Number:
Sheet Number 1- of 5
a
LEGEND
PROPOSED CURB & CUTTER
PROPOSED CURB & REVERSE GUTTER
PROPOSED R.O.W. PAVED AREA (8' 21B/4' BW-2/1 1/2' SM 2B)
- ----
PROPOSED ON -SITE PAVED AREA (8. 218, 2- SM 2A)
PROPOSED CONCRETE AREA
'
PROPOSED 8' 21-B OF. PRIME & DOUBLE -SEAL
PROPOSED GRASS AREA
PROPOSED EASEMENT AREA
- -
ZONING BOUNDARY
Z8
UTILITY PEDESTALS
��
LJ 10
EXISTING STORM DRAINAGE & STRUCTURE
-
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED WATER MAINEXISTING
WATER WATER MAIN
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE & BOX
4 w I --
EXISTING SAN SEWER AND MANHOLE
PROPOSED SAN. SEWER AND MANHOLE
-+S.S +�- S.5 �
PROPOSED UNDERGROUND ELECTRIC SERVICE
-----I ELEC (---
PROPOSED UNDERGROUND TELEPHONE SERVICE
----+ TEL !
PROPOSED GAS SERVICE
--GAS'
STORM SEWER DESIGN COMPUTATIONS
CULVERT
FROM
POINT
TO
POINT
INV. IN
INV, OUT
LENGTH
(FT)
SLOPE
(FT/FT)
HEIGHT, B
(IN)
WIDTH, W
(IN)
NOTES
1
STIR 1
_
OUTLET
803.27
901.20
150
0.014
15
15
PVC
2
STIR 2
STR 1
803.97
803.27
135
0,005
15
15
PVC
3
STIR 3
OUTLET
802.60
801,30
100
0,013
18
18
CMP
4
STIR 4
STIR 3
804.80
802.80
200
0.010
15
15
RCP
5
STIR 5
OUTLET
801.80
801,30
86
0.006
15
15
CMP
6
STIR 6
OUTLET
798,70
797,00
52
0.033
15
15
RCP
7
STIR 7
STIR 6
801.00
799.10
56
0.034
15
15
RCP
J Lur'I'1 !rite L 3umur-y, Unu 3UI9U Irlte L uvp Ln urlu -Apr eUU L UkL-UklA I,IVri,
Str, No,
From
Inv, In
Inv• Out
Inv, In, Top Elv.
Type Throot(ft)
I
B
803,27
803.27
--- 805
TRENCH DRAIN 18
2
C
---
803,97
--- 805.7
TRENCH DRAIN 18
3
F
802.8
802.6
--- 807
DI -I ---
4
G
---
804.8
--- 807.0
DI -I ---
5
D
---
801.8
--- ---
PROJECTING ---
6
H
---
798.70
--- ---
ES-1 ---
7
A
801
801
--- 804.5
SWM-1 -- -
NOTES:
TRENCH DRAINS: 18' WITH NEENAH R4990-HX TYPE 'A GRATE
I
1
1
1
2.5 12'-
ROUT4 651
S j MATCH EXISTING PAVEMENT
35' R. 103
VDOT CG-6 ��ENY
MINIMUM --"" EXt�i1NG PP
- ��- 1 1 /2' SM 12.5
4' Bpi 25.0
fflft!
$' 218
SECTION THRU PROPOSED ENTRANCE
PLANTING SCHE'1DIJLE *
BOTANICAL
COMMON NAME
MINIMUM SIZE
MAXIMUM SPACING
QUANTITY
®
ACER RUBRUM
RED MAPLE
2" CAL. 0 6' ABOVE GROUND
AS SHOWN
9
���{
QUERCUS PALUSTRIS
-
PIN OAK I
2' CAL 0 6' ABOVE GROUND
AS SHOWN
4
•`�j"`�"
^
���
ACER SACCHARUM
SUGAR MAPLE
2- CAL 0 6' ABOVE GROUND
AS SHOWN
12
EUROPEAN HORNBEAM
18' - 24' HEIGHT
4'-0' O.C.
3
CHANTICLAR PEAR
5' MIN, HEIGHT
AS SHOWN
11
TOTAL PLANTS PROVIDED 39
* LOCATION OF REQUIRED PLANTS ALONG PROPERTY BOUNDARY WITH TRI-COUNTY
VIRGINIA OIC MAY BE RELOCATED ON -SITE TO PRESERVE EXISTING PLANTS
AND VEGETATION. CONTRACTOR TO VERIFY FINAL LOCATION OF ALL PLANTINGS
WITH THE FREDERICK COUNTY DEPARTMENT OF PLANNING AND DEVELOPMENT AT
540-665-5651. I
lrlijl1Z1I11too- M j I I I i [a W 1 1111
DESCRIPTION/SIZE
UNITS
® 400 W. METAL HALIDE - WALL PACK
12 UNITS
t 400 W. METAL HALIDE - GROUND MOUNT
2 UNITS
4 FF. BOLLARD LIGHT
4 UNITS
PARKING LOT SETBACKS- M1
ZONING
REQUIRED_
PROVIDED
FROM PROPERTY LINE 5'
10'
FROM RIGHT-OF-WAY 25'
151.60'
PROPOSED BUILDING USE
PHASE ONE PHASE TWO
OFFICE/ADMINISTRATIVE 6,450 SQ. FT. 0
MANUFACTURING 25,000 SQ. FT. 27,000 SQ. 11.
TOTAL 31,450 SO. FT, 27,000 SO. FT.
fTE TRIP GENERATION 6" ED. ESTIMATES
THAT THIS SIDE AT FULL DEVELOPMENT
WOULD GENERATE 223 TPD.
NEF TRI -COUNTY VIRGINIA OI C
i
I TM. # 63-A-59D
M
Nlf I-'U I UMA C,'
L UIS UN C,'UM14- AN Y
'I z
N/F BRUCE DA WSON
I z I z
ut L U L�UUIc OOY rH bL O UO
T. IV #
6.3- A - 59E
T. M. � 63-A - 59B
Y I �
ZONING.- M-1
1-8" TAPPING SLEEVE
PROP. SEWER MANHOLE (ES
DEED BOOK
722 PA GE 635
�'`
DEED BOOK 747 PAGE 1005
� I C
Q Q
n I
AND VALVE
USE: INDUS TR A L
RIM= 803.50
INV. IN= 794.74
ZONING: M-1
z
ZONING.- M-1
I w
FIRE DEPT. CONNECTION EX.
BAN. MANHOLE RIM= 808.85
INV. IN= 795.00
USE.
U TIL I T Y
USE.' VACANT PROP. STIR. �4
I-- I
PLACE FIRE SERVICE DOUBLE-
CHECK VALVE IN BUILDING
INV. OUT= 800.12
2 1 /2" WATER
SERVICE
�
EXISTING WATER AND SEINER SHOWN ARE
I w
(SEE ARCHITECT'S PLANS)
EX. UTILITY POLE
C�
TYPE: DI-1
PART OF THE CITY OF WINCHESTER UTILITY
I Q
Ex. Fire
r Hydrant
PROP. STIR. 3
SYSTEM. LOCATIONS ARE APPROXIMATE.
I =
Existing
a_i
W
CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS
_ - - - _ Blow off
j
AND ELEVATIONS PRIOR TO BEGINNING ANY
WV
0; U
WORK. THE ENGINEER MUST BE NOTIFIED OF ANY PHASE ONE TEMPORARY
I
60'EASINGRESS EGRESS
- W.
----__-iEX. W�
U
Z
DISCREPANCIES. CONCRETE WHEEL STOPS
_ _
_ _ _ --� - - - -
-
� - - - - - - -
0 �
V
5' CURB TAPER
40'20 10 E (SEE DETAIL D) 1218.21 REBAR
n
I
Ex. 8" Water
EX. 30' WATER &� 5' CURB TAPER
Ex. 8 PVC SEWER tx-s sr-
SEWER MENT (SEE AIL D)
5' PARKING SETBACK
- - v
1 1 2 M R
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER 63-A-60
ZONING M-1
CURRENT USE VACANT
r
Vi
v?
U-5
V''
PROPOSED USE INDUSTRIAL
m
o000
-�
EXISTING LOT AREA 8.91 ACRES
SETBACK
rn
REQUIRE PRVVIDED
cal°
FRONT 75' 197'1
SIDE 25' 79'1
REAR 25' 412'f
N
w
FLOOR AREA 31,450 SO. FT.
o
LOT AREA 395,797.56 SQ. FT.
z
RIGHT-OF-WAY DEDICATED 13,515 SO. FT.
cn
RESULTING LOT AREA 382,282.56 SQ. FT,
0
3
0
LOT AREA DISTURBED 208,864 SQ. FT.
C'
<�
o
FAR ALLOWED 1.0
C k-'
UI
CO
5
Cl-
`=
]TZ
FAR PROVIDED .15
MINIMUM LANDSCAPED AREA 25%
o
.2--
z
LANDSCAPED AREA PROVIDED 67.2%
3
0
MAXIMUM BUILDING HEIGHT 60 FT.
0
PARKING REQUIRED PH, 1 PRO�(PH, 1 do 2)
INDUSTRIAL (3 SPACES FOR 4 EMPLOYEES)
o
NO. OF EMPLOYEES 40
L
w
w
STANDARD SPACES 30 41 70
"
HANDICAP SPACES 3 3 3
Q
o
0
TOTAL SPACES 33 44 73
En
an
an
LOADING SPACES EEQUIR Q PROVIDED
c)
Cn
Q,
2 5
rnQi'oj'oi)
PARKING LANDSCAPING
Q
'
c0
'r'
-
n
c -
r
°O
cV
PARKING LOT PERIMETER 1240'
0
�
Ln
co
PERIMETER TREES REQUIRED 31
PERIMETER TREES PROVIDED 31
i
'-
INTERIOR TREES (REQUIRED 8
INTERIOR TREES :PROVIDED 8
� � �
TOTAL TREES PROVIDED 39
PARKING LOT LANDSCAPING REQ'D. 5%,,„
•�
PARKING LOT LANDSCAPING PROVIDED 24%
.. 100
WETLANDS
NO STEEP SLOPES, WOODLANDS, FLOODPLAINS, OR OTHER
ENVIRONMENTAL FEATURES EXIST ON THIS SITE EXCEPT AS SHOWN.
LL
ALL UTILITIES SHALL BE PLACED UNDERGROUND
>
V
NO OUTDOOR STORAGE IS PROPOSED.
G
ao
00
1
�
IL
R
Cd
HIGHWAY MONUMENT
b J
- 0.38', N 45' 19'38" E
FROM PROPERTY CORNER
s
Go Q
e-3 N
I
I
.............:.
I
................ :
.................... .
�k ___---- -
15
LA
:. :.. :::.:�.� ::.:.4.:.:: _ I
T O c , ,� gr, .,:.:::.::'.;:.:EICC�k.: �:::::::::::::.:::::,,.::::.,�,�,,,r•�,,:::::.::::::::. 1 F.H. ASSEMBLY
w M
:..':.:...... cc;y� ``�,�
............... ............................. .. ........3. ... ......... .................................................. .. su :•:::':.... aI:A1.t,: a!!
N O C� .a :13::TYP............... 1-8 X6 REDUCER
C) PHASE TWO PARK TO BE CONSTRUCTED WITH is •)P'gYHlEhff�i.n: r'.:: �f.. �-{ .. : �•:..: �. ' ;S" •'.. :.: �•� ' ..�::::::.:.. �::; :':::.:;:.• .'.., .. . . ,
PHASE TWO BUILD: (FUTURE EXPANSION AREA) CAM WEAL
1-6 G.V. I
WHEEL STOPS TO USED AS DIVISION BETWEEN I c ;. Q covERm r♦ �'�,� J-�- ---� I
412' PHASE ONE AND TW PARKING
N N �
204.74'
n I ) I POND A ON LOT 5 PROVIDES DETENTION FOR RUNOFF - 5' CURB TAPER 4' SEWER 4' SIDEWALK. j
:70i (SEE DETAIL D) PHASE ONE TEMPORARY 4' SIDEWALK. SEE SECTION E Mom' DOOR I SINK HOLE SEE SECTION E _I o
b I FROM LOT 4 MEETING THE FOLLOWING PARAMETERS: A = 4.0 ac I CONCRETE WHEEL STOPS 6" FIRE I
I 31, 450 S. F.
CN = 92 PHASE _ T W 0 PARKING __ __ _ _ _ PROPOSED SIGN o
� G> oo C � I S (Max.area 100 s .ft.
Tc = 5 min i
PHASE ONE PARKIN INDUSTRIAL BUI1LD/NG � -
1a ► PHASE ONE g MFG. j FFICE s
N I A STORMWATER MANAGEMENT FACILITY ON LOT 4 SHALL I FU TURE EXPAN N AREA F. F. = 809. 00 REA I REA FIRE LANE 30 FLAG POLE I
I- PROVIDE DETENTION FOR RUNOFF FROM PHASE II, LOT 5 I PHASE TWO B lLD/NG 5.00 - I UT CG-12I a
i > PROP. BLDG. HEIGHT= 28 FT
C I MEETING THE FOLLOWING PARAMETERS: A = 4.9 ac I I ""> ' SEE DETAIL ON
� 27, 000 SO. FT PROPOSED PROPOSED
J I CN = 92 I DUMPSTER PAD PROPANE TANK I - ....... SHEET 5 OF 5 211.67' m
Tc = 5 min L - -- - - -- - - - - - -- - - - - - - - -- -- --:.. EX. UTILITY POLE
�- O C2 C1 ;-8� TEE I 1
I LOT 5 g RETAINING 8 -8 G.V. Co
PROP. STIR. 7' g W •. / C PROP. STIR. 1 g 1 PROP. STIR. 7 I
I 8.7760 ACRES E: TRENCH
--
4 E: TRENC TYPE: SWM-1 f D
SKI 4 1-F.H. ASSEMBLY I
1 _8" G.V. C7 RCP ,
50.00' 45.00 45.00 37 00, •20.W. 8" PLUG
- - --- - -
-- -j .... ' CURB TAPER --
L___ - - _ - - - - _ - - _ _ 5' PARKING SETBACK �R POSED. 50': GRESS--EGRESS .EASEMENT (sEE DETAIL D1- E --- ---� - 1
07
N 40'41'42" W 1009.35' . o _-,-
_
PROVIDE LANDSCAPE SCREEN FOR DUMPSTER ' I
� EMERALD GREEN ARBORVITAE OR EQUAL PLANTING PROP. STIR. 6 I
QUANTITY 4 SINK HOLE O
5' 19' MINIMUM HEIGHT 6' LOT 4
cc-6 4' SIDEWALK X PLANT SPACING 3.5' O.C. 9.1345 ACRES
" PROPOSED PAVEMENT CG-6 (REV. GUTTER SLOPE) 5' 4' 1 4.1, OR CONCRETE SLAB 4' SIDEWALK Prop. Right -of -Way UTILITY P LE
/ 1 TAPER CURB HEIGHT PR POSED NIF JA SBO, INC. (TO BE RELOCIATED)
SIDEWALK OR PA MEAT-I3,515 SO. FT.
PAVEMENT T. M. # 63-A - 60 (L 0 T 4) I
DEED BOOK 97 PAGE 1294 PROP. SEWER MANHOLE (FST.)/ I
\- TAPER CURB
SECTION D
SECTION AT END OF CG-6
(NOT APPLICABLE WHERE CG-6 ENDS
AT TURN DOWN SIDEWALK)
12"
2' SM-2A --E
8" 218
SECTION E
SIDEWALK/PAVEMENT INTERFACE
SECTION C
ZONING.- M-1
USE: VACANT
GAAPH/CSCALE
50 25 0 50 %UO
( IN FEET
1 inch r 50 ft.
RIM= 802.50
INV. OUT= 796.50
3- EX. WATER VALVES C
TELEPHONE RISER .9
W W b�
_ EX. UTILITY POLE ..
EX. SEWER MANHOLE 4
RIM= e01.71
INV. IN= 793.03 It LL
INV. DUT= 792.93
N!
EX. UTILITY POLE �� �� A `�
V T
20 FT. SEWER EASEMENT z z rr
DEDICATED TO CITY OF ouj
° � rw o w
WINCHESTER ----4_ o �1 u z
ir
fox X
d '0w V a
1 ¢ A ZZ Z vc�
4 �.. 1 �t ti0 0
D
rn PROP. STIR. 16 r •
Q
i TYPE: ES-1 Z
l x C)
{ o
T _w
ONE AERIAL AND ONE BURIED
BELL ATLANTIC TELEPHONE CABLE
PROVIDE ES-1 n
C6 EC-1 REQUIRED
1, PROPOSED 8' TAPPING
{ SLEEVE AND VALVE
' 91 ^�
I o1
Wet
I va c , 35
pow
PROVIDE CC-12 H.C. ACCESS Ry Cam,
{ I RAMPS AS DIRECTED BY �•.�
VDOT INSPECTOR. v
30 FT. WATER AND SEWER
- EASEMENT DEDICATED TO
/ m THE CITY OF WINCHESTER
O
I O 0
I
SCALE- 1 '-50'
c r DRAWN BY, _✓. D. S.
` I PROJECT NO.
DATE: > -25-98
SHEET 2 of 5
3
V
1
1
I
I
;
i
■
i
I
l
I
1
1
R
Nj F PO TOMA C EDI SON COMPA N Y /V/F BRUCE DA ✓'SON
FM. #(53--A --.59E TM. # 63-A -596
DEED HOOK 722 PAGE 635 DEED BOOK 747 PAGE 1005
ZONING: M--1 Z0A1/NG: M-1 j
USE.- UTILITY USA . I �-Ali V A c.A� T PROP. STR, 4
1 —1
TYPE: DII-1
44+
,
l � woh
p -
j'
25y SIDE E. B...11.. ,?;
(.r R
. Z I', ? -�
(r� (.n r�� J '} ; \ ('— — — .— — — — -- — — _ — .— — — — -sue — .— — — —_ _ — .— — —. I amm3udacacst
. � I
� � `n I
b _
y
� r ,
j Pu�
�a i �,> f U 7UR,6 FXPAN 1/ AREA
I
I (PHA SE T�0 _ B L DlNG)
LPROP. B[
b FT
LOT 5
PROP. S .2 TEMPORARY GRADING ACRESTRENCHN
_
L&, ND
EXISTING STORM DRAINAGE & STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED CURB & GUTTER
DRAINAGE ROW
EXISTING GRADE
PROPOSE? GRADE
PROPOSED EASEMENT AREA
PROPOSED SILT FENCE
CONSTRUCTION ENTRANCE
RIP RAP CWWNEL LININC
SILT FENCE INLET PROTECTION
N IF TRI -COUNTY VIRGINIA
I.M. j 63-A-59D
DEED BOOK 6.59 PA GE
ZOA!ING.• M-
USE: 11VDU.S TR/AL
4-
E+5:1
< / /✓ I �--I --
- ._ ._ - ....,...._... ' .SEDNI NT RAP 'A " t, �-
so04 h 1' Elm
Sii_ DETAIL ON SHEET 4
- _ 2_i.DE U.L a
— _ —
.._ N 4941'42' W 7 1009.3 ,
OVTFALL "B'
y9P LOT 4
41
9,1345 ACRES
N/F JASHO, INC
< _ — — (LOT
T M ;� 63 A 60 (L 4)
a�' lW_Fly POOk' .97 PA (;F 1,2.94 ,
Geotechnical Requirements
-1. Sinkholes and Site Drainage
2. Foundations
The site is mapped in an area prone to sinkholes, and the site topography
The subsoils encountered in the test pits indicate favorable conditions for
identifies several potential sinkhole areas on the site. The subsurface
shallow spread footing foundations. The test pits indicate firm clays of Stratum A
investigation verified the presence of a sinkhole within the area of the eastern
and the underlying bedrock may be expected at estimated foundation grades.
wall foundation. The following design and construction measures shall be
Spread footings founded on the natural soils of Stratum A and bedrock, are
implemented to minimize the risk of future sinkho.ie development.
considered feasible for support of the proposed structure. However, where the
highly plastic soils of Stratum A are encountered at foundation subgrades, the
Where potential sinkhole conditions are observed or encountered within the
foundations will require lowering to a depth below the zone of moisture variation,
building and pavement areas during construction, soft soils should be excavated
It is expected that allowable soil bearing pressures for footings founded on the
and backfilled in accordance with the recommendations of the geotechnical
natural soils of Strata A and bedrock will range from 2,000 psf to 3,000 psf. The
engineer on a case by case basis. A general detail for sinkhole treatment is
actual suitability of foundation subgrade soils shall be evaluated in the field by
shown on the plans. Modifications to the detail may be required. The contractor
the geotechnical engineer during construction. It is likely that jack-harnimering or
shall coordinate for review by the gectechnical engineer.
hoe -ramming may be required in footing excavations to remove loose rock,
pinnacles of rock, and rock that overlies voids.
The presence of sinkholes in the vicinity of the proposed building location
indicate that solution features, including voids and cavities, may be present
within the underlying bedrock. To determine if solution features are present, and
the impact these solution features may have on support of the proposed
structure, air track probes shall be completed prior to foundation construction.
Air track probe holes shall be drilled by the contractor at column footings and at
Panned spacings along wall footings. The contractor shall coordinate with the
geotechnical engineer to establish a track probe plan and be prepared to
complete the probe holes as soon as mass grading operations allow. Results of
the probe holes shall be evaluated by the geotechnical engineer on a case by
case basis. If probe holes indicate the presence of voids or soil seams below
STORM SEWER DESIGN COMPUTATIONS
CR.4AHM0SCWE
56' 25 0 `'G--_-- �' 100
( ml FEET )
I inch = ,50 ft.
CULVERT
—_
FROM
POINT
TO
POINT
INV, IN
—
INV, OUT
LENGTH
(FT)
SLOPE
(FT/FT)
HEIGHT, B
(IN)
WIDTH, W
(IN)
NOTES
1
STR 1
OUTLET
803.27
801.20
150
0.014
_
15
_
15
PVC
2
STR 2
STR 1
803,97
803.27
135
0,005
15
1.5
PVC
3
STR 3
OUTLET
802.60
801.30
100
0 013
18
18
CMP
4
STR 4
STR 3
804,80
802,80
200
0,010
15
15
RCP
5
STR 5
OUTLET
80L80
801,30
86
0,006
15
15
CMP
6
STR 6
OUTLET
798.70
797,00
52
0,033
15
15
RCP
7 _
STR 7
STR 6
801.00
'799.10
_ 56
0 034
_ 15 _
15
RCP
storm intet ,summary, and Jurrip inlet Depth and Jpread l atcutation,
Str, No,
From
Inv, In
Inv. Out
inv.—In, Top El✓,
Type ___ _Throalt(Ft)
1
B
803,27
803,27
--- 805
TRENCH DRAIN 18
2
C
---
803.97
--- 805.7
TRENCH DRAIN 18
3
F
802.8
802.6
--- 807
DI -I ---
4
G
-'--
804.8
--- 807.0
DI -I ---
5
D
-'--
801.8
--- ---
PROJECTING ---
6
H
---
798,70
--- - - -
ES-1 ---
7 -_
A
801
801
--- 804,5
_ SWM-1
NOTES
TRENCH DRAINS: 18' w'ITH NEENAH R4990-HX TYPE A GRATE
i
c:>
m O �
7
A z r- z
q C C) n
't �{ it
DROP. STR. #6 r
7n. ES-1
OIdTFALL "A'
GRADE EXISTING DITCH TO
NEW PIPE OUTLET TO ENSURE:
POSITIVE DRAINAGE.
PROVIDE ES--1
/-EC-1 REQUIRED
LOCATE EX. WATER LINE
/- PRIOR TO EXCAVATION.
C sec 35
c
I
1
aoi
I
p�yV•I lolp aN
m vs uu�
l v.ac R'. w" a. 5s.w. I PKtIELtthT O ;
(( U.I.
L'"y•-BSA• pIT-H
�tN F
ca:AVE. oo,vE
I �
VAL Y_ nlyc
MOM ALI
I f
C7 i� INV. OUT= 797.00
MU
�p % 4427 R fJSivENT a OE
A _..care �s,P�.la,tic sE'�M:K
P"USIE p�Y4n� TWA JQC71?R �' tp , oR,it.o,2 Illy
[Tn�" C
(SEE 0.ut "d" �) 'F
'16-Y )b 1 OE \\ -
ROW DLOICA-ONE' 4'
_ I i, r'Y.'7� 'F �--•- 59., E •M CE . afOP d:' , • 5 a '7E A l>• +f`
TMr --
J
LNij TO
Ex. CUl,ltr INLET ¢ i
'�. � � + SiGHr Ebs i►MCt•lbO' Srpr17 plSTwvCE-, 0> 5'�`+ f
14111 01 R7E 651 7o INrr Oi Ntf My, �•.,,
UProp ES- End Sortie, /� •�
>'8Y. U0 (i/ n, oo -�•r Ere
SCALE: 1 "= 50' """"p"
DOWNSTREAM CHANNEL IMPROVEMENTS
I
00
O
0
7,�1�VIq
�
' (,`
-�
o 3 Z �r-p
O
o wOw
1...
I.LINNi,LwiZ
3 �w
i w of
� O U41
V07 _
S d
It
d
� O
Q
_1 �l
J
� q U
SCALE, I „==50'
DRAWN BY: ✓. D. S.
PROJECT NO.
DATE- 1 _25-98
SHEET 3 of 51
3
C)
Q
3
0
�J
r�1C
8G�
i9t
80F
804
o
o
00
CD
00
200
0+00
1+00
VI, V,�,,.VVJ 11\,IOL n1V
DOUBLE SEAL
2+00
3+00
PROPOSED BUILDING
F.F. FLOOR: 809.00
B10
N4
798
792
N
n-�
co
O�
00
%OSED
SECTION A
L
C
4
C
c
c
c
c
7y
1 8' WATER LATERAL
rQ7
Oq
M
N
00
00
CO
00
00
00
0+00 1+00 2+00
SEWER LINE PROFILE
GRAPHIC SCALE
,30' 1` 0' 30 60
18.00' 22.00' 1 INCH = 30 ft. HOR/Z.
4.00' 1 INCH = 3 ft, VERTICAL
VDOT CG--6 WITH Q
4' WALK REVERSE GUTTER
SLOPE
r
ca
0
w
rZ
2' S� 2A STORMWATER
8 21 B MANAGEMENT
FACILITY i
SECTION B
3+00
ROUTE 651
SHADY ELM ROAD
ELEV=809.5 AT BUILDING WALL
1" CKkMFER-
Q0
#4 10' o.c. N
2" WEEP 10" O.C.
ELEV.=805.33 AT BLDG. WAL
4-�5 14" O.C.
TOP OF GRATE ELEV. 805.00
• CONCRETE PQ
V.D.O.T. 157---�`��`
-- 2-j5 CONT.
I-- w --i
DEPTH - 2 7111
ORIGINAL GROUND
ELEVATON
HQaff VS. WI6TH REflIlREf1ENi5
OMINAL
GROUND
ELEV.
COARSE AGGREGATE
(EXCAVATED) —� `FILTER CLOTH �
I fTfT' I, ; I i II TT I _
CLASS I RIP RAP
CROSS SECTION OF amFT
A
J :�. ^., TY�,��ty �4���' iy+.•J•,^Cl-(v rii,.
' I � i �•y y'Y�•i �J �f'r �W
,.
AGGGRREGATE illTE��22////////
OXOT�1
EXCAVATED
AREA
�i
COOK AOGREOATE sHAI►_ 13E VDOT /a. #357. OR fs
® TEMPORARY SENT TRAP;
VESC L. 13-2
NOT M SCALE
SED, TRAPS A, B, AND C
(NUTLET WEIR LENGTH, A
10.0
TOP BERM WIDTH, W
2.0
RIP RAP TOP WIDTH B
1.0
HEIGHT TO OUTLET BOTTOM, Ho
1.0
HEIGHT OF BERM, H
2,0
RIP AP APRON DIMENSIONS
CULVERT
Q 10
La ft W ft
d50 in.
1
7
4 6
6
3
6
4 6
6
5
1.8
2 4
6
6
2.6
2 4
6
REFER TO OUTLET PROTECTION DETAIL.
112" ELASTOMERIC
JOINT (TYPICAL)
ELEV=809.0 AT BUILDING WALL
p4 10' O.C.
V.N.F.
_v.D.O.T. #57
14 18" of T
SECTION C
SCALE 1 '=3'
00
0
w
w
L
VDOT CG-6 WITH
REVERSE GUTTER
SLOPE
I
STORM SEWER DESIGN COMPUTATIONS
PROPOSED GRASS AREA
CULVERT
FROM
POINT
TO
POINT
INV. IN
INV. OUT
LENGTH
(FT)
SLOPE
(FT/FT)
HEIGHT, B
(IN)
WIDTH, W
(IN)
NOTES
1
STR 1
OUTLET
803.27
801.20
150
0.014
15
15
PVC
2
STR 2
STR 1
803.97
803,27
13'5
0.005
15
15
PVC
3
STR 3
OUTLET
802,60
801.30
100
0,013
18
18
CMP
4
STR 4
STR 3
804,80
802,80
200
0.010
15
15
RCP
5
STR 5
OUTLET
801.80
801.30
86
0,006
15
15
CMP
6
STR 6
OUTLET
798.70
797.00
52
0.033
15
15
RCP
7
STR 7
STR 6
801.00
799,10
56
0.034
15
15
RCP
J wr m the L
3umr9ur y,
urlu 3ump lisle L
ijLp Lrl unu
J r tuu uukLUtu curl,
Str, No.
From
Inv. In
Inv. Out
Inv. In. Top EIv,
Type Throot(ft)
1
B
803.27
803,27
--- 805
TRENCH DRAIN 18
2
C
---
803,97
--- 805.7
TRENCH DRAIN 18
3
F
802.8
802.6
--- 807
DI -I ---
4
G
---
804.8
--- 807.0
DI -I --
5
D
---
801.8
--- ---
PROJECTING ---
6
H
---
798,70
--- ---
ES-1 ---
7
A
801
801
--- 804.5
SWM-I --
NOTES:
TRENCH DRAINS: 18' WITH NEENAH R4990-HX TYPE A GRATE
co
dr
O
O
ul
Y
Z Ocn
m 3
ME
O O
U U U U
Ck�W LL���11 W
d 4 EL
10 W 10 � c! LcQ
Q
0I
� LC) cD
O CN M '�F
rl
00 QS
*06
IL
ell
00
C
c
0 �
GO
~ �
�16
/i�Mn TQU �v�
Wu �1 It > lL W
G1tJIq
J T .
o 0�
oLu
V z
a
� 0
ire
a i
d w
c U
a-
v�
0
°too
V
v �^
v�
q o �
v
r`Zi v
0
SCALE: 30
DRAWN BY: ✓. D. S.
PROJECT NO.
DATE, 2-17-99
0+00 1+00
SEWER LATERAL PROFILE
SHEET 4 of 5
3
city of Wlnctlester
standard Utility Detail
9epartmont of Public Utilities
• V.tN m�N mi! a% d T.• Dfcan'nWY GI nVJa'. 11.JM.
rifnD.a enjr ^.1r VYrf era: nw. -7 •"a M. aloe• nw.br .-..•p •'
b Was
• B.c rnra om:e r.sarrM: ">. r; reds n :.ty C,o.e :•'xnsctlan Cttlrsl
p1"pan
aee.� oin, arnaVldvr InWN wA
' k/ete! ub'q T � `�J'�YfiN.N SrwV r iFfVo.N eC11
H . �•.o•r.Asa
lad VaN. m arco visit) 2
Gate valve 'pera frig Na f-.+ �,• -�`.' -
1 112•A 2" Miller Installation
and Vault Uetall
clitySla Or cd Wiwi, er
SlanOard Utility Detail
Department of Puttlic Utifltie6
1) All fire nyd-an:s fJtaN be aaf9c Inude;,
2) Rerra,nei can ea.'tar tv ad thread rods (STar.*ss
steer) x Me¢a u^, ranges.
3) Lea." 'vaNe shad no r aitrained to the rear) .e
414 t Staamel 10)Ule facing ruadway
1
I
I I
3 War
PRE •+YCReu?
1
0
;FCUNC� -A AL9Td8LE vALy£ Bpi
11
ANC COVER
FIRE HYDRANT k••--' "'
v l .
:OfeGiETTc RE•t;IFE
' :a Y.' •S'DhE V _rPAvE_ Wis
^1i
All. J.
h�
G! F"r MINk
BLOCK --- "' 6" ;wk'E J•LiE € ..rZ.WT-••
FN
TE_
I RENI:H DRAIN SHFFT 2 nF 2
-
J [N T ltir +EN �T ON END CAPS.
3 �Ol11RE7
3/4' x E3' STD. NC TRREAO
IEEE f�ETA;L A BOLTS AI`L' WAc�RS /
(4 PER CAP)
A,
f PLAND.S F-44./ +{s
�'- (GRA TLC_; REMOVED? 4 EAr AJI
`+ LENGTH UNL_i O ---�l
Oi
1
j/4' x 5' ST0 NC THREAD A -A + OIH R nF'PTNS 1N() WIDTri5
dUL T ,AND WASFttF� - AVAILAB'-E UPON REOUEST
12 PER WALLY,.--- y�-
3
n•1 U-BAPS - ITYPI M,-,X
AT 9' CC. 0- MIN
DS F-44. -�' r T-3 �-
3/4" INSERT Ii 04 STRAIGi IT
f2 P?FR 4uALL1 lii��-- AT 12- CC 'MAX `A"a* -• fi"
6- _
tbiialli i[7;EfT TAIL_ A f
,��•F CF MA.gL�fa,�r + MAX
k
`� P YtAtA fT. HIV ':, t tt I3-8
/
ASV . O
v a NOTE: 17CP HOLE RCiNIF(W-ING. PLACL 2 &XL VERTICAL
HARS ON EITHER 51W OF Cff.NIN, li R A: E (2) •5
DIAGONI"i 2, M:?aJ\O 0PEli BFrfllrt, AS NECESSARY
IE.; 'p t1 NEAR WALL EDGE DIAC,0NAL_ I,El IH 10 kk HULL SILL 24-
rfeaf.hN4y� J�, J09 NO -
---- - C>(Si GNFD (3Y j PRD FCT
,L� C T- ow81,
ME R I C/ 1 f CW D dT C4kIL STRIA-T(Rc' -- `
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.
6, MAX.
FLOW / r
III -
--
III
4-
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
4. BACKFILL AND COMPACT
THE EXCAVATED SOEL.
IT INTO THE TRENCH.
�I k
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Fire Hydrant Installation
coat ion cloopout cap with brgn plug
(t hoAn9 a countersunk square hood
Ponall. Model PA4SV-CSh (4•)
Poneaa Model PA6SV-CSK (6')
finished oil
aquora cmcrote $kid Pod
20"x 20•x 12" deep
I o9q,.q to base
( depth 3• )
dagnou pipe .
SOR I
9eni1Qy
sewer moth
who 45' ben
6' stone bedding
rI�ITf
Myth Of eoMCe IaterW t0 .•Ceeda 75'
o cl.Rn,. oesombly sholl be furnhhod al the
property line.
SEWER CLEANOUT
Figure 17
CAY of Wnchntu-
S,and•rd U614y Dow
�-
DeP.rtmfnt.,Put,-upl:xMf
i7ifrcw M..Mw MNVNr•v. '.N-n.
Vrw f.• n,d Bocl •rat.
llu Cevw •!WI �. meAM -'NNW'.
�Vwv.
, Vow r•V wax b• nPfn web I",.nNl wwM
e. u• .or:B• BNI •BY n. pea. NwK' w.. wu.le<•I.a
Idiot
wc.o. pNw�.n.
(N YNw sou• r.M M Nvaw •vs. to wls.ftrnfnr
l
I ''f
I Tr
1 I
1
II I 1
I - "" It. Efle PIECE
% I tvA,Erl REQU.eEO)
1 -
I { !I
J I f Li
-- 23 7,ye" (FJ6mmI t,V, GRA 1E F-- 1• raw. '- k I 1/IF-" [1"r•wr.I lip �. ---d5 (/tor:.wj 114'. 1ft M•t _-----.. _
IiSmm] •
r7 1/4' -J r 1" IMP 41
(te,M .) I f75mm) 119rarn�
.1 ____ 21' (610-) . .
�• ,_ NOTE: ALL UIMTNSIONS SNOYM ANE Ili fOGI Ij 4 AND [MCTRIC)
R _. 4990-/11 MATERIAL: I.A131 LRAY INiiN ASIM A--4e, OtASS 35e
1 Yt• SEet1ON TYPE A' CRA1F. fIN14! et0 YANlT
•NO r'fPE "4' FRANC
Ile, E NEU trot ' eM' P- 498D-HX
oa ��C TYPE A" GRATE w/ TYPE "X" FRAM{
NEENAH
>-1•M .�►V ►A �n►M - _7�i` - rUl)r•aWY COLP•HY �-
f.e
TRENCH DRAIN
PIPE OUTLET CONDITIONS
A At
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
PLAN VIEW CHANNEL
L
0 y
d
! r T
SECTION A -A ►i c[pre ton of 6'-9'i REOOMM81,1110 FOR Mfrs P1N{OLLM
A 3d0 (MIN)
do
�- PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN VIEW
o7
d
SECTION A -A T
FILTER CUM ICY IN a'-9'; noom11RNDm POR Kwrm P67nLO,m
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BMKICT, OR CONCRIrM.
2. IA IS THE LHNGTH OF THE RIPRAP APRON AS CAIJCUTATED
UMNG PLATES 3.18-3 AND 3.18-4.
3. d - 1.5 TIMES THE MAXMJM STONE DIAMETER, BUT NOT
- LWS THAN 6 INCIIEB._ --- -
SOUK: Adapted ham 1> sWh im at Straw mad Fabric Filfc Ilvrien for Sediment Camtml Yl DW PLM 8.05-2 Source: Va. DSWC
ShwwW and "t
Trpn.r Valve A BOIL a>tteRotpn
STONE CONSTRUCTION
ENTRANCE
70 MIN.
--- A
1
EXISTING
PAVEMENT
Sa
FILTER CLOTH-' 6" MIN A
MOUNTABLE BERM
(DPTIONAL)
SIDE ELEVATION
EXISTING GROUND
70' MIN
T
B
10' MIN.
yWyyAVyyS�yHyIyRyAyyCCyyKyy(,,RE9UIRED)
.�M•arrMYV
-�
12' MIN.•
Ik-
Ex]STING
PAVEMENT
J �.
VDDT NI
I ~� POSITIVE DRAINAGE
10' MIN.
CWRSE AGGREGATE
B TO SEDIMENT
TRAPPING DEVICE
• MUST _'TEND FULL WIDTH
OF INGRESS AND EGRESS
PL
AN LAN VIEW
12' 41N.
3" MIN,
3" MIN.
FILTER CLOTH -�
SECTION A -A
6,-7'
REINFORCED CONCRETE
f
DRAIN SPACE
SECTION B-B
Plate 3.18-1 SOURCE: ADAPTED from 1983 NaglDnd Standards for SoNsrosion anted Iperd Controls and Va. DSWC Plate 3A2-1
City of Winchester
Standard Utility De111211
Department of Pubillc UtddWs
C FRAME'. 8 ;0'/£1R
FINISMED 6RAOE
MAX.
-� I/2"CI:ME.YT PG,LS7R
�--ggRa'. CO. -LASES PJR AG„l19'1t+G
-IL
GRACE TO rlRfCE P At��''E4
I , LDE E7xPOSEP SUNfACES
-5
rENTEROF INFtC1,.[
C of pL ACE7 AT STAT. AN
SMq NN ON P A LAS
fOR-N•RuaeER-�----I{----_- .1
600TI1JR SEAL;
AL;
I BOTTOM Of 8►SE
6
fOUNDAT:ON -J
Standala Sanitary Mannote Dela l
PIPE OUTLET CONDITIONS
FOR CULVERT NO. 7
3do (MIN)
l PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN VIEW
L a-8.
D a
SECTION A -A
FILTER CLOTH KEY IN 8"-tg RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1 APRON LINING SHALL BE CLASS Al RIPRAP
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4
3. d = L5 TIMES THE MAXIMUM TONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Source: Va. DSWC
Plate 3.18-1
I�'1 ' R
D a
M C y • A
• tp° • . a
• a D
. .
D
> s e
The bottom of the curb and
i -0• gutter may be constructed
This area may be concrete
parallel to the slope of Sub -
at the option of the contra tor,
surface courses provided a
f1k*um depth of 7' is
TM's curb is to be used when
maintained
design speed is 40 MPH or less
on Rural HkyYwoys and 45 MPH or
less in developed urban & suilawbon
areas.
Note, Comb, curb d gutter having a radius
of 300' or less (along Face of curb) shall
be paid For as radial conbination curb d
gutter.
This item may be precast or cast In place.
Concrete to be Class A3 If cost in place,
40M PSI if precast.
E ERENCE COMBINATION 6' CURB & GUTTER
105 VIRGINIA DEPARTMENT
502 _ TRANSPORTAT DN 201A3
Spe.t CPO ..a, sa•a L2C 11
'Redr„e 10 be of
sMo.n an pbnst "1 ro.e.gr
►f es
C�Rq," I>Llotwwt aflfe.n an pfen/� r2.
__S <!M ono Sutler /� tyTji - B --- "•7,
s / I 6 "ass AltN.L4. s„B •t._------
/ tbnm fldr loom �_ Concrete �_..-�•--•--
.pentron 6 E.ponvon Joint
A �J SECTION C-C
'--^--".. �"'An.
Not. a`dT 'e" 2''0" or m
-ae.eq
ff- on Ilpkol xctcn
PLAN VIEW
Jf.en.b"el Game. tnonie. wdn o eereeotp ewve
teVr al Sr>oJdrr
t0•r7 obo6c Cu vo
A
w gptmalf+er l4e -
Shi Gbngo-
ua"lfro Rmle.ey
-��-'+--� - - llr•on. SI'd Co. t. b uMd br .MroKos built
- -' - - - - -
a r t nr � in glom una Non with VDOT proj.cle. p.me
toa."w
T
Pope Camp. -� -y --. _ _ _ D -to t
D e7r �/ordTf pevfmi nl shdltN '+sir 4c ley
R/W M. 14.cp1
40 ken. for Str..t Comoction (o Ue a•>r .un7.4.
ttobATnit.n miser oil fb• m
•
10 Drswabl. fV CVrNf 16.EMI, 1.d
..) ,an ba onftletl N
YeY .sort
n. nlraPt. 1
SECTION ION A - A Road curb p. cPmb.wt curb
u
prA 1" ler e*d rot be a n.fvcl.d
b.yond M. RIM fir ....of tar
r eplocemtrl Du'Co4fs.
Guidelines for Grade Change Q Minn mod in c A-Iloo w11V Stw4wd
C. ) w GC 7, tin. curb hoc. on Iwa
Stu,Wvd i. to L. oalwt.d la m0:111 V.
Er..Ira>c. vob'±>. Diriabl. 149u:u•1 rnantati Curt cenfiiu olian
49, rmors than '900 vpa) a / J r. See Slandwd CC-t2 far Curb Rona de.igr
In b. used twin tlri Slordwd.
a,.4um 1500-1500 VPW ! s , B A:
Mtrn IM -do-t a_con,.>•odole
Ica Iyfs Non 53C VPDI !6 ! 6 / t•r tit" rm*.m,wnn, of enbrpoted hra•y
n ueh bol e, c-oldnnti- "Ii be g>ver to
logs ea lnf 7cvtn or oil )Oren) yl opoc<d
MOeraM 10 7 nth..
TCV'i."Rowino Toy b. led IV •"Irr.tef
w -1, ..wino.
f"'tp tonal Ilrrinf met fgwr. .wp.rg pl a
0o,I of guile to M«Ludt pending of r.Ur.
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES
yIRD'ReA OEPART.E.Nt Of TRANSPORTATON
203 09
City of Winchester
Standard Utility DataJ
Department of Public Utilities
JR8-�
�.-_-_-+.-.•ITT
I � � • Our
• ` '•A'Cx
1 '
8{ I
c••up ACTH! 1AritfgJ.
aCLCTID NA iEIt:•K �• Na:.
/•I
t'rt[yAra,/ec1LREL
TL_ DR WYE r
Ia
I CLour
STACK
31
al.,.taAc-tine
TL[
•� I I I }!
�I
1 lL• IIYEAT C/ Ie0U5[ c*K"- TO At
J1Cwh Cf SE*C_R,
/
-r- 571 N(
Stanuani Sanitary atetat ConnrCwn
POND A
SWM-1 DRAINAGE STRUCTURE
aws imam - n► w fe! - w _
i 1 to be ed Lid c t*d n 8' Rti
61
s1aM yse¢ Aryl II �Cro c to
y .L18eiI drnslh at plus a 1iw A optb,A nalstve.
IREFULLY CQ4lPACTfO
2_CT d4CWnLL
WE
STANVD44RD AGGREGATE
---- NOT To SCALE
TRENCHING AND BEDDING DETAIL
36' RCP
' mils) atlrq M!.
SIDE VIEW FRONT VIEW
END -SECTION 12 GC" PIPE ALTERNATF END -SECTION 12" 50" PIPE ES - I
•-uD+] >- uu!Nt end-xclgns HrA enA on oWW erd-sBchrrM
-'Sp:goiur -Iii dLac tort -� ,'Spiyoie.ld Pl odsiMq•aaflRrle�f�r' -1
I
I I E CatuN4 to be -- E Concrete to De
g000 PSt MIb 4000 PSI Min
1--_-______ _1
PLAN PLAN
- - C �.. _ B - r---- C_ e -----�
Bar or 941011
i
h);�
Wit let,
D
SECTION X-X END VIEW SECTION *X END VIEW
noN.nrsloTts_.
^DIAM A B G D E
12'
4'
7-0'
Z_(Y
d-or
IB
Sr
7
T"
4>
I' -sr
z e
1'-7
4-o"
-1„
3
4-Of
24.
3d
9i'
f d
6' I
8 1
'
"
S 0"
36" --
42"-96*-d'
I'- V
5- 3* -
5
2' b
8' V
6'-6
48
2'- Or
6'- 0"
2. 2'
8' 7'
i- 0'
2 9}°
2-II
5-0
12
t5r._
21
4
I 8 !1
_�t
i i
•1-i
ai
-
-
A
-
27-
I
20
0
•
a-
�4-
a
-ti
--
2-
c � e
NGTE Pipe Iorg1M strewn on pMnc me
based on t n6Sndf desigo I"%.
` -� on Rr Id' If 11r confroctu, fret.
re use me dtrndfe desgr show x
the nigh, engtn, n11 ba redaced I V
nce ite 010 eui
dpn.ns
SLOPE DETAIL
FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS
VIRGINIA DEPARTMENT
N
TRANSPORTATION
C'Fe rear a.re ro,pv aMrn - .___J w 0 a rN. oda N
to _ Pe nfswde Lila. AIR,ica
elAk Caefruakin A"
R► uRe LBYt - - - T - 1 - - - _ro uti Og v,r•.avarn Sias+rr Car / ever,
/• /
°MI Tva, ♦ Y!• garM rd be �Me
4. - TYPICAL Atl£AVAI£ gAOat AM
--i=-1, fag List AT APPUCA/a£ SfW[T
5 d(�.. a lE rr /'Uwa£CitivS AeD LT)NIEfIC,4t •fr comf✓,.'WErrrorte
- EN�•Vnl Lae'"/e CeTR!MKLS. f to" True T,aii NrWTW
RAG! P! AN cis* ,h ae. srorou,d Cr lJ «ar tOJA7 '
Jr _rrr„otN lit. •`
- - - 6•p-•--}•--to
- - tawunior :oiw J e, �
e vlrit3 "a►.e.4
qw
sidw
i.ou
suv
l r i
-- - -- -. Salem It, 0_A TANGENT P! AN rd
-�_ Wait 'I RC
vttr
• re,,we homer, I tt;•f is Yip.
ROPES ,
7' is art .NNnwn Cura rp,I�o /ma ro M -w,f • J CNarde • e 1 ]/ f. Meer, .l N u!p ru,yon ,rryrd
fAM.a. yp - _____._. __ q•,revwr M OdafaSle .�#•Nry ulss oow,.Sr lM rAre .Lilo d Ne ro-y /lvr !rq.Ip fkv �y Do
fwRn r raAl/ Lt/fY Llyl acNire . l["J a,l.r yw.W1 a 'y.> /rr p'oc'et I'1 ewJLMW1 w,V N,y +Ml to pOlaV A on .rrlbad egg•flpfe
Sfax flaw 4-W ,ma nd 4.wd , ngJn.•r ,Cp d 7d
0 C 4 1 aim-- - - a FWd abef d "IllIMV to c. J-1 wWd,rrlowlf rrM r,],� fA a fy as1,V W
.. •vefMN rOn1,•u^l.ion AYnr.Ah •.yulrh] )arc
-- -• -,L -- p ,:,y /a. Is ;. rail,Idu e.N a pa1J.. rw ea.w wr pAu
44W m1. tud 11 W. offe, Alln-i Df yol'giv fv
e. Cb,f A-4, RW tsARnLdI
SECTION A A TRf ,Iww ",tl to Aq.,lyd ep,s it to RJ. S rprwm 1' [wa.r N ;wdr Nlr.4r edn alai. d ,ti logo
N wA]a/ w nJY In par flay. •MIJ ovi of A.,w t- Ai"o Mw of V' u.wr i �•.
'b d Rwf • !(' GMe ,rffyy r'N'JI ewlswd oro (Wa /y ar i,rd avraa,w* wk. f✓ ryw- , C.r
- �,•, . cwtefrl.rw, caftrr. SIdo.W a:a t•wred Cs1w.Yaf alae.ua.:.raiinnx.
Spoa ahl Wefgw 'b''a Curli " 0 r. ,rem 1ld 11i wl lecwv 1. -0 ro^. a. 1-04d in p4Aw.
rN c,.o/n.-e'd yaw
w.'an wed In rrrl1^11'. wN 51.do•a GiJ O' C61, rn va rtlo. an r" lrasrva it
- _. /•r'�•y� r _. _ - .0 be aal✓,fur ie a rn eu/IraW MD confio d,wt
SEI.I NN • B•U a A ct"Jiµ ''yN 11 y: fMfY fNutwl, tw )rWWn CAk RoV d n$AiW►N.w,r,Elgfw
V. fir. slip
1wr cl
eJ•tlu d frpoee( feOfwW YIbeM ls.n.nxrc!rng Liu a 04VO , ~10,11 a/ f a . ppA.q faddy) uaa,a a cure reporaw M rMhr sraraN IL S. oi,q
l alprf Norrw be P:r✓wfvd. r,rd aw r iwwf r 4rle.rxrH rrV Awry pe d/rd woo p�.q:ion nro Moles al ef_ m pen,
ArN r o oaf ah efrdR r Sid"" ad 4 __ wHA dat , .Mora a a dVac.N M rfr E np/rew. A.r fAu W ad W Y Md Amend .oi iwop >kox
U Au."1.1.'� •' y ''
4«are.wgv Nirf.prc rlA duo dl•a rac+.1►r.
CURB RAMP - _ K:;`e�
(PERSONS W11H A408101 Y 1M13Al1?MEN/ S) gar
�Jpa Vrf4',04 III Of of of INAosfilm i4r ow rMwleM ♦d!J Sol
0
Q
i' L'i to (.n Ll>
m ooc�o
at
I
I
d
O
W
Q
0
O
C.�
to
W O
Y M
o m
W
f-
/ (::>LLJ
z
_ _ Z Z
Z d
LAJ
3 Q Q d
z z z
l a.l W t W
t1 d 11
0 C=) 0 M
Lu3 L.J L'i L.J
C/i �VV-) t17 Ln
or� R 17C
rn rn I rn
o CO
I I I I
0 +- C`J ram'? •�
Cl
allow:18 I
� � i
•go >� �Q
40
f 00
J
0 •
OPO
GD
PWO
W�
Ct
� w
to It�1 VVV>LL w
ir,INIA
J ' -
O o w C4
Li1 O IX
to Z
L.Ir-. NN\ (_D tr_r
i Q � 'rOC OIAJ
6 v LLJ
U d
00
V ?�
Nei
14 L
rv_l�
j
O
q � �
611
j
^w
SCALE NIA
DRAWN BY: ✓. D. S.
PROJECT NO.
DATE, 2-18-99
SHEET 5 of 5