HomeMy WebLinkAbout50-96 Virginia Apple Storage - MTR - Shawnee - Backfile4
CONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish alll 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 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 "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 con be obtained from the
Frederick County Public Works Department.
erosion"control structures an methods to be in accordance with he Virginia 2. Temporary and permanent d t a it t g a
Erosion Contrail, 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 dote 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
oreo.
5. All unpaved areas of the site which ore disturbed by this construction shall
II be provided with 4" topsoil, it
fertilized, seeded, compacted and mulched_. Seed bed to be watered and cared for as necessary to provid
e o
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,
A f emergency vehicles m in • I during r r 2 Access or sine e c e ties must be maintained rued at all times du n construction. Temporary a street signs
a r
9 Y 9 P Y 9
n in r impede access
must be posted as construction begins. Contractor must ensure that parked vehicles don t im to fire
t p g p o p
hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort.
3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be
marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6)
inches of the post shol.l be painted green. Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings.
4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require:
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4)
all components of the meter box assembly to be in ,proper working order, it is the contractor's responsibility to have
the meter box installed correctly.
5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
I f rmin i in f lateral r r in i h h A ri ' The location o the tap and the t.e at on point o theare to be coordinated ated with the utho ty s assistant
An application for service must be made and fees aid.
engineer.app t s in p
6. The Frederick County Sanitation Authority shall tap all existing woterlines. They will furnish the materials for and
make the tap. The contractor miust make application for and pay the cost of this work.
7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from dote of approval.
VIRGINIA DEPARTMENT OF °TRANSPQRTATION
1. All work on this project shall .conform to the latest editions of the Virginia Department fTransportation p 1 es tl h rig Depo o (VDOT)
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In theevent 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 Adminis
and VOSH Rules & Regulations.
3. When working on VDOT right -oaf -way, all traffic control, whether permanent or temporary, shall be in accordance
with the current edition of VDOT'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 relatin�gg 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 VDQT Land use permits for
any work on VDOT right-of-way.
6. If required by the local VDOT Residency 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 responsiible for maintaining adequate 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,.02. 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 adequate design con be determined
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 27. of
optimum moisture for the full widtih of any dedicated street right-of-way. At the direction of VDOT inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications. A copy of oill 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 Inspiector.
15• The Installation of any entrances and mailboxes within any dedicated street right-of-way shall inset 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 morkings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis.
AT1
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Vicinity Map
SCALE 1" = 20'00'
i
OCTOBLER 31, 1996
Gilbert W. GI iffor
VIRG][NI
SHEET T
1
COVER SHEET
2
SITE UTILITY PLAN
3
SITE GRADING PLAN
4
STOR;M 'DRAINAGE &
WATER, MAIN PROFILES
5
CROSS -SECTIONS &
STANDARD DETAILS
6
'DETENTION T ON POND &.STANDARD
C
DETAILS
I
d & Associates, Inc.
Engineers - Land Planners - Surveyors
150-C 01de Greenwich Dr. 200 North Comefon St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 808-22115 (540) '567-2139
EXISTING
GRADE
PROPOSED
GRADE
PROPERTY
LINES
EASEMENT NT
E
AREA
RE
PROPOSED
ASPHALT AREA
EXISTING WATER MAIN
PROPOSED WATER MAIN &
WATER METER
PROPOSED STORM CULVERT
ZONI G ADMINISTRATOR IeAW
SITE PLAN APPROVAL EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SHOWN ABOVE.
`i IWE SITE PLAIN
PPh__0VED
OWNER/DEVELOPER� , TE.�- ./
S
VIRGINIA APPLE STORAGEo°r,
c/o JIM MART{LEA �`�� f s o5o - 9 6
P.O. Box 3103
WINCHESTER, VIGINIA 22604r
540 667 4273�
e
IALD A. MISLOWSKY, JR,.
NO, 020674 Job Number:---
tON A -� � � �_-._-
v D
Sheet Number----- -._ of
. or�a-Lvv uwg
I
I
Q
I 3
/ O
S � �
n'
RTE. 1000LO
0
�W
PROPOSED SIGN
SIGN DIMENSIONS SHELL
COMFORM TO COUNTY
ORDINANCE STANDARDS.
j
3
�k1
�rogL =
15' RCP
\
J
1
N, F
�1
NORTH FREDERICK
i
R(=ALTY CO., IN'.
PIN 64--A--806
9. A ,CI INTO EX. C(�
(&I
ZONE[): -1
USE: INDUST.
i
3
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o REMOVE
EX. COM.
ENTRANCE o o
�Z 1
U C /1J) y` a.d 1
N/F
Gi-AIZE
P/N 64-A-159J
?.4523 AC.
ZONED: M --1
USE: VA CA N T
W
UNPOS'r
#•d...p��, a INDD0 TED SPSED CIMI r
ti _ NENCE r25'
UN AUJUININU YKVYt< I T
REVISIONS'
no.
date
description
1
11/4/96 REVISED
-
'ER ENGINEER
2
12/13/96 ; REVISED
'ER r.C.S.A. COMMENTS
3
1,!07/977 RREEVVISED
_
DER F.C.S.A. COMMENTS AND CULVERT LOCATION
4
2/05/97 ! REVISED
-
-ER ✓.D.O T. COMMENTS
5
2�26/'3�REVISED
_
'ER FREDERICK COUNTY PLANNING DEPT. COMMENTS
6
2/28/97 REVISED
'ER V.D.O T. COMMENTS
-- _
I
SIGHT DISTANCE
EASEMENT REQUIRED.
JOB NO./1)WG. NAME: 6139- SP1. ding"
by ekd. -
JLW RAM DATE: OC'TOBER 31, 1996
DSF RAM --- -
DSF RAM DESIGNED BY: R..A.M.
DSF RAM -
DSF RAM DEAWN BY: D.S.F.
DSF RAM -
APPROVED BY: R.A. M
N/F-
G! AIZE
PIN 64-A-159F-
DB 796-P 1,171
ZONED: M--1
USE: VACANT
W(P as
10P (683. Y) . ftCV
WV. (678.05)
PHASE I . / HASE II
1--FIRE HE'D. ASSY.
1--8" GV & BOX
1--8" PLUG
1--JOINT OF PPE
-do -• ''`
1- 11 1 /4' BEND
(PHASE il)
HOLES:
THERE ARE NO STEEP SLOPE., FLOOD PLAINS, WETLANDS
SIN HOLES OR OTI;ER EWI RCNMENTAL FEATURES ON THIS SITE.
THE WOODLANDS DISTURBED IN PHASE II ARE
GENERAL_Y TREES C IN DIA. OR LESS.
APPROX. ONE ACRE OF WOOCLANDS WILL BE DISTRUBED OFFSITE
TO ACCOMMODATE THE PROPOSED DETENTION POND.
* ALL HANDICAPPED RAMPS PER V.D.O.T,
STANDARD CG--12. LOCATED AS DIRECTED BY V.D.C.T. INSPECTOR,
NO PERMANENT OUTDOOR TRASH RECEP-ACLES ARE PROPOSED.
NO POLE MOUNTED LIGHT FIXTURES ARE PROPOSED.
EX.
Z NO OUTDOOR STORAGE AREAS ARE PROPOSED.
'75' R 1-10 x10 Y EE
�( EX. 10' PLUG
\ PEMO
WINCHES TER RE101VAL AIRPORT
F'IN 64-A-159A
28.69 AC.
DB 842--P 7400
ZONED: RA
USE: INDUST.
aALDA. MISLOVSkY, JR. Z
C7 NO. J20674
Li 01-7
1-10" C.V. & BOX
1-JOINT 10" PIPE EMERGENCY ACCESS ROAD
1-10" PLUG �j 8" 21-B
1-10"x8" REDUCER 2" TOPSOIL COVi=R TO BE SEED=D
S742226"E 12.75'
1-FIRE HYD. ASSY
1-8" GV 8: BOX
1-JOINT OF PIPE
1-8" PLUG
---- PHASEi__/ PHASE II
1- 5/8" SERVICE LATERAL (PHASE II;,
1- 8"x6" TEE (PHASE II)
1- 6" GATE VALVE (PHASE 11)
1-45 ' BEND t.PHA.SE II)
-- r,02-40'50-E 127 59'
N/F
GL A; ZE
P;N 64-A-, 59F
DE3 796-P 147i
ZONED - M -1
USE: VACANT
67TE D��'VELOPAIENT
SLMMARY
PARCEL /DEEM /F/CAT/ON NO.
t54-A-159D
EX/STING LOT AREA - - -
10.2059 AC.
ZONING
M-1
CURRENT USE
VACANT
PROPOSED USE. - -
- WAREHo&'siNc
5 ETBACKS.
FROM R/W
75,
SIDE _ .. _ _
25
REAR
25'
PHASE 1
PHASE 2
N/AREHOUS£ FLOOR AREA - - -
1,90, 000 3E.. 100,000 SF.
EMPL OYES: S
3
0
fAR ALLCOE0
0
fAR PROVIDED
. - . 45
PHASE 1
PfYASE' 2
PARKING SPACES REOU/RED
J
0
AT 1 S° PER EMPLOYEE
HANDICAP SPACES REQUIRED
0
STANDARD PARKING SPACt_S PROVIDED
2
HANDICAPPED SPACES PROVIDED
2
1
TOTAL. SPACES PROVIDED
5
3
LOADING SPACES REQUIRED
3
3
L OAD,'NG SPACES PRC'VIDED
1
16
LANDSCAPED AREA REQUIRED ...
- 2.55 At:
LANDSCAPED AREA PROVIDED
3.75 AC.
PHASE" 1
PHASE .'
PAR,k ING AREA LANDS�APE.D f £001RED
PARKING SURFACE AREA • ..............
• • • •
.... 2 7, 500 SF
10, 900 5'F
AY_0 IRED PARKING AREA LANDSCAPEO
1, 075 S=-
1, 046 SF
AT 5Z OF r:ARKING AREA
PARKING AREA LANDS:API.D ....
• • .. • • • • • .
• • . .3. 085 SF
1, 956 SF
PARKING LOT PERIMETER
.•..•••. .••.•
500 FT
410 FT
PERIMETER TREES REQUIRED -
- . • . • • • . •
• . . 12. 4 EA.
10. 3 EA.
AT It TREE/40 f-T.
EPACE TREES REOUIR0
1 IA.
0 EA.
AT 1 TREE/10 SPACES
TREES REMOVED .. . _ . ..............
_
.. 0
0
7REE.S RE OUIRED
13. 4
CANOPY TREES PROVIDED
14
/ 1
DISTURBED AREA -
- 7 ACRES
3 5 AI:RES
WOODLANDS DISTURBED A,4EA
. ..........
O ACRES
1. 0 A(: RES
Culvert
Summary
Culvert Inv, In
Inv, Out
L(f t) D(in,)
S(%)
Type
1 675,00
6:72.00
225 (2)42x29
1.33
CMIPA
2 6719,00
676175
80 24
2.81
CMP
3 68400
68300
82 24
1.22
CMP
4 685.67
684.33
280
18
0.48
RCP
\
5 683.00
676.75
90
24
6.94
CMP
6 673,75
6:72,00'
130
15
1.35
CMP
\
NOTE: TWO (�')
42" x 29'
CMPA NECESSARY
FOR CULVERT #1
'24"F"`/
o 0
�0""ISF
Storms,
Inlet Sur�rlary
4 %ry ,/ � s�s��
STRV
��
S r. PJa
Frcr1
Q(10)cf
Iivert
Type
1
A
3007
675.00
ES-3
�_e --- --- __ _-
\\
2
B
15,63
679.00
ES-3
3
C
12.30
684,00
DI-1
4
D
6.55
685.67
ES-1
N 4s• 2e 10" w
_-
123' \� ��- --- -- _
5
E
13,66
683.00
ES-3
6
F
2,75
673.75
ES-3
Trig Generation Estimate
�-- 1-FIRE HYC. ASSY. Warehouse Square Footace=200,000 Sq. Ft.
(PHASE II) Average Weekday Trip Rate=4.88/1000 Sq. =t. -LFA
1- 90' EMEND
(PHASE II)
Gilbert W. Clifford and Associates, Inc.
Engineers Land Planners - Surveyors
150--C I1de Greenwich Dr 2DO North Cameron St,
Fredericksburg, Virginia 22401 Winchester, \/irgin;a 22 601
(540) 898-2115 (540) 667-2139
=L�76 TRIPS
A.tA. Peak Hour Adjacent Street==.57/10,D0 Sq. 't. SLFA
==114 TRIPS
P.K Peak Hour Adjacent Street==.74/10oO Sq. =t. -LFA
= 14E TRIPS
Trip Rates Per ITE: Trip Generation, `nth Ed.
GRAPHIC SCALE
50 0 25 50 10(
( IN FEET )
i inch = 50 ft
VIRGINIA APPLE STORAGE
AT
WES'PVIEW BUSINESS CENTRE
SITE UTILITY PL;1";
SHAWNEE MAGISTERIAL DISTRICT
2 )0
FREDERICK COUNTY, VIRGINIA
scale
1 " = 50'
SHEET
2
OF
6
N/F
NI. GLADE
lit ("LAIZE Pl�q 64—,4-159F-
( I P[�,J E4-A-159J DES 796-P 14-71
C)
1.45)23 AC. PLANTIAG 5CKED( r TM
ZONED: M - I
ZO E M-- I USE: VA CANT �„ \ 80TA)VICAL co
_ J :`i ,, --\ USE: VA C, A N T OUERCUS PAL t/srAys P//
11_51
co CPAWGUS lAi4EAVPMUV hA-
t All, TAXUS CA,0V490VSkq 1 ___
_
WWN NAME`
SPACING
FqASC I
i>H45E 2
OAK
2.5' 44L AT PLANTING AS SHOWV
7
6
WrHOAWE
2.51 CAL. AT PLAN,7NG AS SHOWY
7
5
VAD14N YEW
36' HCH MIN, i f T ON (IFN
37
15
40
r
W w
DROP w-r1
opop WLI 3T1
SAN. "NUN7� D -OP656.31 TOP (Rcp
INDEPNED (5780570P (6
)
fy 163061 INV, (.) p
-ACD8�VE- W (6V46) . .....
rtr=
7i
-IF
EQ. OROP N
:i� Nx #4 ';AN.
149 W (684. 1 go
-vv
PROPOSED SIGN EC-1 DROP M,-T TOP (664,�7) AW �677.09�) EX I PLUG %
-IONc SHALL (wil i - (673 13)
I ' (68i. 1V
SIGN ElIVEN CURb & GU, INV (67-7.1
CDN-_O;�M T,
OIRDINk,NCT. STAKDARE)S_AF
690
31"R(p
AN
vgr
YLS RIPRAP 684 'L -
ROAD , f ll�_ - 3 __ _" T
C Al1
END PHAS L A
(','.0NS'rRJC'FICN. V.D.%).Tl LACES
TYPE III BARRICADE %
*'a 0, Mau "&
REOUIRED w
TE0 EX. E / f `Q, r \ \ REL.00ATE;3 EX.
A&BREVIA TON DEPNI TION
CF CONCRETE FLUME
7RE I aS
- FH' H YNTA N T
PROP. DI--1
5 GA GU� ANCHOR
RIM=687.00
CP
Z IKI—. COA. J.3 IN V. INVERT
Ou I =: 684. 00
END PHASE SRADiNG Ri'�'P REINFOPCED ',ONC�?ETE PIPE
DRAINAGE IMPROVEMENTS.g. S4NITAPY jAM SANI TAR " MANHOLE
ip IF
1_ti CAMj'914N )IEW N
WE
N4//F' GLAIZE K/pp WOCZ PO POLO
.
All WATER VAL VE
NOP \TH 'F'E')ERrCK P I N 64- A-15f_
MAPLE
-AL. Tr' C"', 11\,'C' 0
7 96--
OB P 14 7 1%
PEAP
EC-1
ZONED: V 1
PINE
(4a Ell
1145E. _,VA CA N T
15 *w _'E CONTOUR
ZONE�'-).- S14 % IN TERME01A TE PHA5
0,07 11 1 1.. brb I i "I I I 1� yda. RIPRAP
M u 'MO-r-CL Al (2 PLACES)
s
ao
AA
FF 69
W.
aa�
011
YA "I CD 36P wopostb wo
r , wo W
+ 6M, 19
41
3
6'
NOTE:
DETENTIVI-K)ND TC- BE
( ! CONSTRU.r
.5' .TED*k)RICR TO
'IEMf�_RCD _18f, HIGH 'RA INITIA)INt, PH),,S I G DING
+
EC-1
I TEMP. 36"-'/CMP RISER
--W/---TRAtH RACK
SF
00 -A' tn
+
00 24" CVP 0 0.9%
75 cAmpmN '�rw' I
A
1p/
0
Ica 7 0(l
5\ PROADE ROCK RILL CHECK DAM
c Q
SAN. T,",C 91 6 clop VIA TON E_ASEME�J (697 27) J
1 CY
�o-pJ � b }' ,S � I kd/ '* cm all
1,00 1
y \ \' � ' �% "'i ,4`..cep
"o
%7
q, Qg&
N I "�Y_
U
IN I 01t
ti
)
4p N
A Im
686
\V7 — 117 --.684
'7
C
w
7
_z n.
a — ---------
7—
SF
— -----------
END PHASE If ROAD
CON 'TRUCTf'_')N. A" I -POUTS TO DRAW TO THE
S NOTE DOA-S
\ . �' ' \ DETENTION POND. N0',DISCHARGE OF ROOF_ZRAMAGE
TO THE AIRPORT Is ALLISIMP.._
WIMCHES7ER REGI
PIN 64--A--159A
8.69 AC.
D F3 342---P 1400
ZONED: RA
USE: INDJST
REVISIONS
.no.
date
description
1
REVISEC PER ENGINEER
.2
RE:ViSED PER COUNTY PUBLIC WORKS DEPT
3
/0'7 -9 7
RE VSED PAF'KING LOT GRADING AND CULVERT
4
REVISED _PEF' V.D.O.T. _'0MMENTS.
5
-.:/-6
REVISED PER FREC)ERICK COUNTY DEFT. COMMENTS.
JOB N0./DWG, NAME: "613(9--SFl.dwg
by
ckd.
---
DATE: OC CTODER 31, 1.996
;LW
RAM
DSF
RAM
DESIGNED BY: P.A.M.
DRAWN BY:
RAM
DSF
RAM
DSF
RAM
APPROVED Bl: R Al-
H
LD A. MISLEw'SKY, JR,
NO, 0206'74
Gilbert W. Clifford
Engineers Land Planners
150-C Dl,oe Greenwich Dr,
F r e cl e r i c k s lo i,A r, ( g, V'irginia 22401
(.540) 99El2tl5
GRAFT IC SCALE
50 C. 25 5( 100
( IN FEET )
1 inch = 50 ft..
VI: (INT_A APPLE STORAGE
W14
.nd. 1kssociates, Inc. All
j 1
1 S rl
Surveyors VIEW BU SINESS CENTRE
200 North Cwneror S-1, (SITE PLAN
Vnchester, 'Virginia 22601
(�40) 667-:_113'� ISF-AWNEE. M.AGl"TE-D1,61_ DISTPICT FREE',ERICK COUNTY. vIRG'INIA
50
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670
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REVISIONS
no. date description
1 11 4 96 REVISED PER ENGINEER
1?��'96 REVISED PER F.C.S.A. COMMENTS
3 2106197 REVISED PER PLANNING DEPT. COMMENTS
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CULVERT #4
280' -18" R
P 0 0.487.
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CULVE
T #3 82'
CM
0 1.22%
CULVERT
#2 ^- 80'
CMP
® 2.81%
CULVERT
#1 225'
42"x29"
CMPA
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JOB NO./DWG. NAME: 6139-PR1. d wg'
by ckd. -- —
JLW RAM DATE: OCTOBER 28, 1996
dsf RAM --
dsf RAM DESIGNED BY: R.A.M.
DRAWN BY: D.S.F.
APPROVED BY: R.A.M.
6+00
�1 H p�
aAL"MISLOWSKY, z
C3 NO. 020674
k(cl 7
11 + 00
700, 710
690 700
680 690
670 680
H--
to
CJ
00
W
12+00
CUL
ERT #6 - 130'
MP ® 1.35%
---------------------
U�
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(0
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C
kD
Q
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13+ 00
710
700
690
680
URL
69
68
67
14+ 00
700
690
I
680
670
Culvert Summary
Culvert
Inv. In
Inv. Out
L(ft)
D(In,)
S('L)
Type
1
675.00
672.00
225
(2)42x29
1.33
CMPA
2
679.00
676.75
60
24
2.81
CMP
3
684.00
683.00
82
24
1.22
CMP
4
685.67
684.33
280
18
0.48
RCP
5
683-00
676.75
90
24
6.94
CMP
6
67375
672,00
130
15
1.35
CMP
NOTE:
TWO (2)
42' x 29' CMPA NECESSARY
FOR CULVERT
#1
Storm Inlet Summary
Str. No.
From
O(IO)cfs
Invert
Type
I
A
30.07
675.00
ES-3
2
B
15.63
679.00
ES-3
3
C
12.30
684,00
DI-1
4
D
6.55
685.67
ES-1
5
E
13.66
683.00
ES-3
6
F
2.75
673.75
ES-3
0 — - - ---
-
CULVERT
V5 — 90'
CMP @
6.94%
0
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Co
700
690
680
670
7+00 8+00 9+00 10+00 0+00 1+00 0+00
VIRGINIA APPLE STORAGE
Gilbert W. Clifford and Associates, Inc. AT
WESTVIEW BUSINESS CENTRE
Engineers Land Planners Surveyors
150-C Dole Greenwich Dr, zoo North Cameron St, STORM DRAINAGE & WATER MAIN PROFILES
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 898-2115 (540) 667-2139 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA
scale
i " = 50'
SHEET
4
OF
6
700
690
680
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FF=692.00
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1 1/2" 1- 2.
W
3" BM-2
8" 21- B
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NCY ACCESS
SEEDED.
2" SHALE & TOPSOIL MIX
6" 21-B
7+00
CG 12
Pat sissoeh
W� Cduerudlon .ldrW
P* Una Cv-!2
pay Line CG I
i I h
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e'0—J�—B�—S��11 qgqy
RADIAL PLAN cowere`"IeW
CV
A�
A I TANGENT PLAN
.tdd
row curb--pI—I down
to 0 at Iris % or
carslnL4 at rum tslgri
where oppll ow&
Caofrhscc
Ver. width Sldewols' Cover I r/J'
or Sidewa/e Spaw
At_ UA
_Un
.•orY� �.o.o.
o•o• Io•o•o. o.o
Vat. J' Wn ooe
. o. o. o•o•o
�5?QI,,�
PerrW r
Construction
on jpif- -
--- Pay Un CG r2
� u
rrPrCAL ALTERNATE RADIAL PLAN 6 f
FOR L/SE AT APPUCA a S►REET
CONNECTIONS AND COMMERCIAL •for CaweetcldfNronce
ENTRANCES. (Homy rruct Tfoific Anticipated I
see Stardord C'G 13 sheu ?OJAD
441
Slope 1?✓ 40a,lnvm
ISOLEI HlC
VIEW6
T' wAW.- Srd.CG J CG-T !s ua W.
NOTES ,
� �_ ��
If
M.Ne'.1..
rtrcr• 4r•�%' ro
Culb tags NOW to be loss A J Concrete f�/oss A� !/ pecastl wl fA s1lp eau/siafi IreaWa
delectable w0/Nng sw ace coveting the ed/re width of /h raga floe (romio floor
Isrl::. �.7r�—I :
'k"'
any De
arirp sllml be podded q on e,posed aggreyae
plalsh H coshao
Srd CGt �
�
not .cwd a fwalmwn
°"pMoe o/ lP/.
d CGS _
'--:.i�x •-'cs
a' — —
ilaed s/du at cure rdro to a pored ar>rn+lrncoly with raga floor of q uslnp W
• '
aNssable cansirucltOn Jolt/ with rep diso bars.
•
N fw* floor /s pacost.IMW said pt r&AVW for dowel burs so fhof od/annnpQ flowed
sifts con a oust /n piece aIM/ pkaa eetrr df pracdst toMW fad.Pleooaf cancrsH slot
be class A-1
.l
„CiF�T;;1,•7 rAt•A
TN.s IMu mW be
Repu/re0 Dort are to as Na 5 • &Placed C ceryd to center oknp bah sloes or the lamp
jw'wcoz or cai in 00C.,
floor. hid-deoplA of faryp flow. Wlrimum Lux/efe aped IV,,.
'5 . &hors a I?cC_
C" fogs will De measurso Ono paid for of /Af Carir00unit picas for ffydfavllc Comers
Ps rrJ:soblw Cavlrud/on
Cmcrre Sidewoit and E, posed oppreiµAe sldawdk. rvwprele In pare
- Show /2rl kb./row
Cwb/cure Ord Wttdho Se flandflials dd/aeri to cufba f rps are Inchffea pgm In efr
/or rw0/curb and plAfr.
---�'-- �.--
When used In conJuriction with Slatdord CG J or CG 1, the curb fat on Itis Standard /s
— -------------_-__--
y
to he odJus/ed to march the Namable curb carfigwatan
SECTION 8-8
® Amesibis rout Is defirW as a confInWus
Curb Rargps Ole to be located as shown on its pans ar as d/tscred q fro &Vfbd.
o c.
IJWfs of E.pased oWegat sidewalk
wdWHuUad, slaDb,/lam and slip f"i5loni
Path Connect/np W/aCCess/b10 ebaNYs of d
focillfy ffuf Coll be
Tfey are t0 be /sav/ded Of Ir1ds0`1I`s whverd an ocxwsable '"t ® within its rlgtt a/
way of o IIIgMq fdc/'I [raises o cw0 rgWdless of whether sldewols Is owls!/np•
Trepfp�ry onto wlDth of sldtwolk a' sidewelk
• sputa !S kss llpn 7' r
QAWOOCfed, entered and
used by pdsats with mpolllfy Inre//AIW&
rgwsed or noe.1sleri. My may be offset !an pedastnlon crasswalks as shown oil pau
Or as alfecled by Ito Enpirer.cvt should not be acted owro redcjs Sigp llrw.
— —. -- --- -- —
E slatlrq lips PO" firs /►df ants, of op Wens. etc. will also affect pta'efnefi.
------
CURB RAMP
x yL AcerE
(PERSONS WITH M0811 /1 Y
/MPAII?Mf NI S)
50?
?O J09
VIRGINIA iX PMfI WE Nr Of T RAN SPONI' Al DIN
SO4
Ravlsed 4 ?A 9J
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--- -
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_
FF=692.00
I
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1 1/2" 1-
---
-
----
--- --
—
---
3" BM-2
8" 21-B
U
I
I
I
SE
U-7 IO
A
A
112"
1-2
311
M-2
----
------ --
---
— -
---
-
---
--
--
-- -----gam
_
- __._
—_ —
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no.
1 +00
REVISIONS
date description
'13 96 REVISED PER FREDERICK CO. PUBLIC
16; 97 REVISED PER FREDERICK CO. PLANNI
2+00
3+00
4+00
5+00
JOB NO./DWG. NAME: 6139-PR1.dw9
by ckd.
S DEPT. COMMENTS dsf RAM DATE: OCTOBER 28, 1996
PT. COMMENTS dsf RAM —
DESIGNED BY: R.A.M. —
DRAWN BY: D.S.F.
APPROVED BY: R.A.M.
6+00
P- I H pF
�MI�LOWSKI,
f
D�
Z
Q NO 020674
t (c�7 Jb.'
k'o, 4��
7+00
8+00
9+ 00
Gilbert We Clifford
Engineers
150-C ❑lde Greenwich Dr,
Fredericksburg, Virginia 22401
(540) 898-2115
EX. CG-6
EX. PAVEMENT
*MATCH EX.PAVEMENT
1 1/2" SM-2A CROSS SLOPE
3" BM-2
8" 21-B
PROPOSED ENTRANCE ON INDEPENDENCE DR.
and Associates, Inc.
Land Planners
Surveyors
200 North Cameron St.
Winchester, Virginia 22601
(540) 667-2139
VARIES�J
X. PAVEMENT
W
Z
J
SLope
7/4 .,
1 1/2" SM-2A *MATCH EX.PAVEMENT
3" BM-2 CROSS SLOPE
8" 21- B
ROAD WIDENING DETAIL
FROM ENTRANCE TO EX. CURB & GUTTER
00'
N
r`
W
0:
Q'.
>
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0=
5
a 0
0' o'
r` cfl I
car c�
v c�
12'
SL OpE
X. PAVEMENT I * T-1 4 FOR
1 1/2" SM-2A *MATCH EX.PAVEMENT
3" BM-2 CROSS SLOPE
8" 21-B
ROAD WIDENING DETAIL AT ENTRANCE
STD.
CONCRETE FLUME DETAIL
VIRGINIA APPLE STORAGE Iscale
AT SHEET
WESTVIEW BUSINESS CENTRE
OFF
CROSS —SECTIONS & STD. DETAILS 6
SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA
4
i
SILT FENCE CULVERT INLET
PROTECTION
ENDWALL
--------------- ----
TOE Of FlLL I —_ CULVERT
I
�I I
— — --� I — -
i
I 1
I I
I I
SILT FENCE
--------- F
TOE OF FILL
# DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBMENT
FLOW ANK
OPTIONAL STONE COMBINATION
FLOWob—
_
VDOT 13, #357 OR #5 COARSE AGGREGATE
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
2.5'
CLASS I RIPRAP
STONE CONSTRUCTION ENTRANCE
70' MIN, EXISTING
A 3 PAVEMENT
FILTER CLOTH"'6" WIN I A MIJUNTARLE BERM
(OPTIONAL)
SIDE ELEVATION
GROUND
/ VDOT 0,
POSITIVE DRAINAGE
COURSE AGGREGATE
B
TO SEDIMENT
TRAPPING DEVICE
• MUST EXTEND FULL WIOTH
OF INGRESS AND EGRESS
PL
AN LAN VIEW
Pr,
12' MIN.
���, , SECTION A —A
SECTION B—B
10' MIN.
10' MIN,
EXISTING
PAVEMENT
"I"-
1.01 MIN.
I
UKAIN WALL
I
CONSTRUCTION OF YSILT FENCE
(WITHOUT WIRE S UPPOR T)
I. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
Jill
%*
FLOW
III I„• ` — Iil
4"
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
YJ
FLOW /
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
� I FLOW I _
POINTS A SHOULD BE HIGHER THAN P01NT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
ROCK CHECK DAM
2 ACRES OR LESS OF DRAINAGE AREA:
FIL
(OF
VDOT #1
COARSE AGGREGATE
FLOW
2-10 ACRES OF DRAINAGE AREA.
FIL
(OF
VDOT # I
COARSE AGGREGATE
FLOW
CLASS I RIPRAP
I' x 1' x 1/4' angle
Tack Weld to cylinder
1' x 1' x 1/4' angle
Tack 'geld to cylinder
TEMP 36' CMP RISER Top of berry at 671 Class Al rip rap lining on crest /
Rim = 668,0 TRASH RACK REQUIRED /� Class I rip rap lining on channel over slope A r�
Inv, :: 662,5 Emergency overflow at 669
Proposed grade
6' orif ice Grade overflow ditch to tie to ex, ditch
at 666.0
r
Embankment
Rip Rap Check Darn
to be laced following / Clay Cores-
p To - 14 Go Carr Metal,Tack 1' x I' x 1/4' angle
rerloval of the riser, 1 Tlack Weld to lender
c
24' CMP at 0.9% Weld to Top All Around
y
Invert In = 662,5 ---- Z._�__ _�--- _—_ _ _—_--Irr7, Out = 662
EC-1 Re
ouired
Concrete Cradle Required — ��`'` Cylinder - 14 Go Corr Metal
36' CMP Riser to be 24'_ "1 / \ I' x 1' x 1/4' angle
removed when upstream 24 �— Cushion Plpew Tack Weld to cylinder �, _ --___
areas are stabilized, 112 Styrofoarl Io• Io� Concrete Cradle — 17'
Anti -Seep Collars to be 4,5' x 4.5' and ---�
be placed 24 f t, apart, centered on the �— -- 24' CMP —_-- _
el�ban2' ConcBlock Spacer
kment. One of two shown %� `�
.
CL) Cradle required •along ,
Embankment to be placed and compacted in 8' lifts, 54' 54 CMP, top = 668 —
No toppsoil, organics, or stones greater than 6' diameter , °; ?4" CMP y a entire length of culvert, --- -- ��� -
shlall be used. Material shall be compacted to 95% of - —�
#5 Bar E.F,
maximum density at 27, optimum moisture x ,� *" 54'
Cla Core to extend 5 f t beyond ends of embankment, 3000 psi Concrete
and 2 f t below existing grade, The top of the core shall be `� ,, collar 12" thick � SECTION A -A
Elv 668.5, 3epth of Core Trenchjiven is general, actualirequired depth should be determinby soils specialist
at the time of construction. Maximum side slope Is 1:1
Cla� core Material shall (meet the f oi,lowing
Unified classification: SM, SC, ML, MH, CL or CH, 54 CONCRETE CRADLE TRASH RACK/ANTI VERTEX DEVICE
Particle size: 100. passing 1/2 sieve Detail Detail
ANTI -SEEP CELLAR DETAIL
Detention Pond not to scale
Section
-' REVISIONS- ' !-- JOB NO./DWG. NAME: 6I3�9—PR1.dwg ` c H o� _' 4calt�
no. date —T— -- —-----_— description Ry���kd:- �:P - VIRGINIA APPLE S1. ORAGE
_ 1 12/13/% Revised -per County Public Works Deft ,—' DSF RAM DATEOCTOBER 28, 1996
-- : _ Gilbert W. Clifford and Associates, Inc. AT SHEET
—_ _.__ _-. - -- ...----------_-- --- -- -- — DESIGNED B: R.A.M. LD MISLOwSKY,
DESYZ
_ N0 Oc'06?4 WESTVIEW BUSINESS CENTRE
DRAWN BY: D.S•F. ki t (017 Engineers - Land Planners — Surveyors c
— __—_-- -- __-- -- s_ _ ----`— --- ---- --_ -- A' .�`�' 1 0-C ❑i.de Greenwich Dr, 200 North Cameron St, DETENT�ON P0ND & `.STD. DE TAII✓:� 6
-- ------ - —------------ — - APPROVED BY: R.A.M. FS��ONA �G FrPdericksbi_arg, Virginia 22401 Winchester, Virginia 22601
(540) 898-2115 (540) 667-2139 1 `.SHAWNEE MAGISTERIAL_ DISTRICT FRE:DERICK COUNTY, VIRC,INIA
Vil II -.Gil IN IIA All
CONSTRUCTION NOTES
GENERAL
1. The contractor shad 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 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 "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 dote 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.
vi 4" it
5. All unpaved areas of the site which are disturbed by this construction shall' be provided with topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cored 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 rnaintained at all times during
construction. Temporary street signs
ns
t impede access to ire
must be posted as construction begins. Contractor must ensure that parked vehiclesdo no pe a ac es f ,
hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water serviices to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort.
with watertight lu . The ends of the lateralsh t f w r line. hall be plugged t a shall l be
3. Temporary termination o sewer s p ggplug. ,
v r i
marked with a treated 2x4 'post extending from the plug eighteen (18) inches above the ground. The top six (6)
inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings.
4. The FCSA is responsible for the installation of water meters. Before a permonent meter is set they will require:
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) thedistance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4)
all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have
the meter box installed correctly.
5. The Frederick County Sanitation Authority shall install al'I water and sewer services that connect to existing lines.
The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant
engineer. An application for services must be made and fees paid.
6. The Frederick. County Sanitation Authority shall tap. all existing waterlines. They will furnish the materials for and
make the top. The contractor must make application for and pay the cost of this work.
7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval.
VIRGINIA DEPARTMENT OF TRANSPORIATI N
1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT)
Rood 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`vany 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 Adminis
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance
with the current edition of VDOT'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 constructionor 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 hand use permits for
any work on VDOT right-of-way,
6. If required by the local VDOT Residency Office, a preconstruct'ion 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 maintaining adequate 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 3.02. 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,
installed r r drainage facilities. when possible, to be sta ed under roadway age ocil es. d a
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 adequate design can be determined
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 shah 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 shall be conducted as required in the VDOT Road and
Bridge Specifications. A. copy of all tests shall be submitted to VOOT 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 an ,account receivable basis.
,
AT
B S H IN SS C 11, 11 11
___�,1R_EDE,'R1'K
COUNTY,
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7
Vicinity Map
SCALE I" - 2000'
i'VICTOBER
31, 1996
Gilbert W. Clifford 8c Associates, Inc.
.
Engineers - Land Planners - Surveyors
150-C 01de Greenwich Dr. 200 North' Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 8.98-2115 (540) 667-2139
VIRUOINIA
SHEET
INDEX
1
COVER SHEET
2
SITE UTILITY PLAN
3
SITE GRADING PLAN
4
STORM DRAINAGE &
WATER MAIN PROFILES
5
GROSS -SECTIONS &
STANDARD DETAILS
6
DETEN ION POND
T D &
STANDARD DETALLS
EXISTING
GRADE
PROPOSED
GRADE
PROPERTY
LINES
EASEMENT
i
AREA
PROPOSED
ASPHALT AREA
EXISTING WATER MAIN
PROPOSED . WATER MAIN &
WATER METER
PROPOSED STORM CULVERT
APPROVED BY
7 L�lf
`f ZO G ADMINISTRATOR DATE
SITE PLAN APPROVAL EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SHOWN ABOVE.
9N'AC '1TE PEAK
OWNER/DEVELOPER PROVED
�ltikut(i�T�(. DATt' ' L� Q7:
VIRGINIA APPLE STORAGE rz rr
c/o JIM MARKLE ��� �, S
P.O. BOX 3103 �RI�Q��
WINCHESTER, VIGINIA 22604�'�
540- 667-• 4273
�I H OF
ALD A, MIS,rQWSKY, J
j NO
020674 , y
Ll t t 1&)
Job be 6 13
Sheet Numbers-_1of _6
"6139-COV.dwg"
C
J
z N/ _ / Sli TE' A-STELOPMWNT S&MMARY
Q F; PIN 6 4 �'
NA zE fARCEL DENT/FICATION NO. 04-A- 159D
G1_E GL- A- 159F NOTES: EXISTING LOT AREA ....... - - 10.2+959 AC.
)OD PLAINS, WETLANDS
PIN 64-A.-1,59J THERE ACE NO STEEP SLOPES, EL( ZON11VG .. ........
f` DB 796-F 1471
4523 AC. , / / SIN�(HOLLS OFF OTI7ER ENVIRONMENTAL FEATURES ON THIS SITE. CURRENT USE t�ACANT
v \ �_ONED: M-1 THE WOODLANDS DISTUR3ED IN PHASE II ARE PROPOSES Z13f_ iyAREHOL'S�NG
z__ ONED: ^M -1 USE: VA CANT "
a, } USE: VArAN T �►N��;� ��� .ErBACK .:
y GENERAL_Y TREES 6 IN DIA. OR LESS. C.
��4 APPROX. ONE ACRE OF WOOGIANDS WILL BE DISTRUBED OFFSITE FROM R/W :'S'
/ Q� �P� TO ACCOMMODATE THE PROPOSED DETENTION POND. ....... ......
RTE. 1000 w � r /� ,,,r` � o \ S/DE ... ...... 15
�> > c REAR ..... ......... 1>,5, ALL HANDICAPI ED R,AMP� PER V.D.O.T.
~� ; �`� ��--' ,,•� / * STANDARD CG--12. LOCATED AS DIFECTED BY V.D.C.T. INSPECTOR. PHASE 1 PHA SE 2
WAREHOUSE FLOUR AREA 100,000 ;iF. 100,C100 SF.
0. NO PERMANENT OUTDOOR TRASH RECEF-ACLE3 ARE PROPOSED. EMPLOYEES ....... .3 0
`r - ,, ��--__ �� ,,xE, .-� �`S NO POLE MOUNTED LIGHT FIXTURES ARE PROPOSED. fAR ALLOWED .0
.,
uNP '— •__ �_ hvL£ r DRC P ,.- -- "'%. „_.. + TGP 6 MN. / / f AR PROVIDED .................................... . 45
d pSTEp Spy __. _ -_ � '� (6b6.Ji) TOP (6>33.3•) y) RCP,�'� (g�J6) PHASE 1 PHASE 2
/Nn ED L.LMl1 �_ _. ��. rvv (se�z6J) ENV. (678.05) .�-. i
`- . �- .`.`�'NDENC'E UR/V - 25' _,. --_ '-� . "�� (sez,e) i RCP — �,,,,.•• NO OUTDOOR STORAGE AREAS ARE PROPOSED. ,.E - 3
k- --w�.!` '� Ex. �/ PARK/NG SPAS. S RECUIRE D 0
w
SE
yd+..�_- -_- -<y /' �5 R 1-10%10" TEE AT 1 S,� PER �MPWYLF
�- ;� r 1-10 G.V. & BOX HANDICAP SPACES REQUIRED 0
_.____._ !1 o(° !U' E 1-JOINT I N T 1 ' PIPE P E EMERGENCY AD ��
s,w. MH. rcw 681.14 75' R ` 0 0' ' MERGE ACCESS ROAD 5'TAN ARD PARK/NG SPACES PROt//DEG 3
PROPOSED SIGN \ ---`-...d --- `' ) � J� ^ '�' '� " EX. ro' PLUG 1-10" PLUG ' HANDICAPPED SPACES PROVIDED .. ... .......... �
CROP ev1Er n>P (684s7 ro (6J7.o9) 3'j.
_ .- rti� w �. TOPSOIL
+�,, rCP 686 (67313� r+
SIGN DIMENSIONS SHALL �ltr'3j "„ _ CURB k GUTIER ( 37 ¢
R=50.00' ��- _ --- =,! (68'.13� w� (67J19) - L <T,f / 1-10"xFi' REDUCER `t` . COVI=R TO BE SEEDED IOTAL SPACES Pf'Ot//U£D 5
C;OMFORM TO COUNTY 132 - =- ._.____ �.. �_ _ _
ORDINANCE STANDARDS. r / S403B3`E t� / S742226'E 12.75' LOADING SPACES R£GU/RE-D 3 3
' R= 25' . ' �" RCP �' �-'" LOAD,'NG SPACES PROVIDED 21
R=630.0(1' C2 WV is7s.87, J � � 1-FIRE HYO. ASSY. 16
R=25' _
PHASE 1/ PHASE 2 - R=50.Oi) N / 1-8" GV & BOX „
I \` PHAS 1/ PHASE 2 ��_____. --G�QING do DRAINAGE - _PHASE II /— 4' CONC. SIDEWALK L=83.45' / 1-JOINT OF PIPE
► � ND PAVEMENT /., =�-� � LANDSCAPED AREA REQUIRED 2.55 Al.
Cc;-12 \� -� 1- 8" PLUG LANDSCAPED AREA PROVIDED 375 A(:.
=6.> -__ _/R=25 ' \� + --- PHga� PHASE11 PhASf- 1 PHASE
3 R=. 30' R=too' Cri °:� \ _ 1- 5/8" SERVICE LATERAL (PHASE II , PARKING AREA LANDSCAPED RE-001RE0
-- Q� = 5' 1- 8' x6 " TEE: (PHASE- i I) PARKING SURFACE- AREA 27,500 SF �'0, 9C70 SF
R =130 -L - - `' G - t Z 1- 6" GATE VALVE (PHASE 11) RE_0&1REL' PARKING AREA LAN�OSCAPEC 1, 075 Si'- 1, 045 SF
`�q`� 1 15' RCP \� STIR N _ _"'-�- 4' CTQNC. SL yv ; \
I AT 5% OF 1 ARKING AREA
2 7
DI-1 '~"`- ---QE ALK \ \ 1-45 BEND (PHASE 11)
PARKING AREA LANDS,�APED - 3.085 SF t 95C SF
I t \ - -302 4(1'50'E 127.59' PARKING LOT PER/ME ER 500 F; � WALL MOUNDED VAN ACCESS.-- � � 410 FT
HANDI-CAP PARKING SIGN /� IryBg� CHECK VA1_VE F_ N ,
IILDIN , o PER/METES? TREES RE(?UIRED 12.4 EA. 10.3 EA.
N� F ,' c DOOR C 1 \ (3LA 'ZE AT ,' TREE/40 f7
NORTI-1 FREDERICK I =4 r-�4PHAWE 11 LATERAL (PHASE II) PrN 64-A-; 59f �` -
� I J � (PHASE ) „PAC_ TREES R£t?UlR_D - - - - 1 I. -A. 0 EA.
- ' ( DB 796-P 1471 AT 1 TREE/10 SPACES
REAL TY O., IN ,. r
PIN N 6 4 A 80r3 1"REE_S RE MOVED . 0 O
AT INTO EX. CO-7 r, ZONED: M-1
a u f �`� 7REE_S RE:OUIRED . 13. 4 r 0.3
G.6� ��. � "-''i- w � �o. USE: VACANT r
ZONED` Af- 1 I O (� �e (Yj,► 20' WATERMAIN--- . T
I _ �•+�7111L.i 4" SEWER LATERAL CANOPY TREES PROVIDED 14 1
- PROPOSED PHASE 11 EASEMENT
USE: INDUST. I Ana �'0 ,�R�pdQ�j'j D�ppt�'� RELOCATED MANHOLE.
N o - 11JJ. F� W�l��crl(�U / -- I DISTURBED AREA ACRE 3.5 A;^RES
p SE
f` c; FL' 692. 00 \ �� Rt :10 7 Y'/OOULAN,OS D/STC/RB£D AREA C) AG'R£S 1. 0 Ac:R£S
I
PROPO
JV S6 wavouss 11 J' -- 9PF�� Cu ert Su mar y . .
t,4 100)" FF = I�/ 4T 5 `� \ Culvert Ins', In Inv, Out L(ft) D(in�) �M Type
.� 1 675,00 6 172,00 225 (2)42x29 1,33 CMPA
HGT ` 3t�f \ ti 2 67`3,00 6 76.75 80 E 4 2.81 CMP
40 AO, Z� �/S, 3 684.00 683.00 82 E4 1.22 CMP
4 685.67 684,33 280 18 0,48 RCP
c �cr j 5 68::3,00 676,75 90 E4 6.94 CMP
6 673.75 672,0CI 130 15 1,35 CMP
NOTE TWO (2) 4?" x 29" CMPA NEC[:SSARY FOR DUI-VEF'T #1
i I --•-�-
_ _C6 / ��• oy�Q �roti Store Inlet Summark/
Str, No, Frcm 0(10)cf _ I,)vert Type
1 A 30 07 6 75,00 ES -3
PHASE 11 REMOVE SEWER LINE
R:2 , .i -
5' CONIC, SIDEWALK � Q a�� �F - "' — � \ 2 D 15.63 679,00 ES'-3
_J 1 o ' >AN.'_ y �� --- - -� 3 C 12,30 634,00 DI-1
-�'' p,V1ATIOIJ EASEMENT _
E:<. CAM. - r V (682..:,7) PHASE II RELCCATE MANHOLE ��� oa y -r _ - ���
�- � - —� 4 D 6,55 685,67 ES-1
u - DB 840 f 9a ✓ c�� N 46 2.e 10 w 1 �3 \ �� -- -- - 5 E 13,66 683,00 ES-3
ENTRANCE � 8' �Cc;-t2 � `W' ` � l °sue
C C -12
`�?:• ` ' - 5�' - // , �/ S '' \� nO9e �� w?2. 6 F 2.75 673.75 ES-3
EMERGENCY ACCESS ONLY ( f �� ' \ 06% \' 70• q>
i
R=5' CBI. CHECK DO NOT ENTER" ,
14 4 F4� 1 IK' BUILDING VALVE TWO SGNS REQI.IRED
t , , R 5a 20' WATE:RMAIN I /� ��
-� ---- � 2 �Q E. ASEN EN T - 0 0'
IN
. �-^' _ `'_ ----`'-"'--' :_--•-`v' 4' ',.`/-e: ""b" `v+Y/' �,./ �f `4'' `u' �r` `\/ `v' `1' `!4
o a REMOVE 47'
'EMERGENCY ACCESS ONO Y--------
,? DO NOT ENTER' �`
TWO SIGNS REOLIRED _ _ 7C'.28 f��.`��.
--- _ L -_ _Tr i'� G r� n e r a t i o � Estimate
`, R-2 ' ., 1-- 5 '8 SERVICE LATERAL 'W �_ 72s.1s - _ �— Warehouse S uare Footace=2 �000 S . Ft.
1-FIRE HYC°. A5SY. q _ r• q
EX. CDM. o �� 1-- $"x6" TEE N473639` (PHASE 11)
ENTRANCE Q o� * PHASE 1. PHASE 11 10 \__ Average Weekday Trip Rate=4.88/1000 `�q. rt. SLFA
BOl_LARC S (T'fP.) =) 76 TRIPS
S
` 1-- 6" GATE VALV'= c �
CURB NOT TO ENCROACH \ �— 1- 11 1 /4' BEND I- 90' BEND' AJ4. Peak Hour Adjacent Street=- .57/10100 Sq. ; t. SLFA
ON ADJOINING PROPERTY 1-FIRE HYD. ASSti'. (PHASE II) t;PHASE 11) :=114. TRIPS
1--8" GV & BOX PAC Peak Hour Adjacent Street==.74/1000 Sq. -t. SLFA
/ 1--8" PLUG = 148' TRIPS
SIGHT DISTANCE 1--JOINT OF P PE TripRates Pet- IT[-- Tr? Generation, `nth Ed.
EASEMENT REQUIRED.P
/ WINCHESTER RE,IONAL AIRPORT
/ F'IN 64--A-159A
/ 28.6�3 AC. GRAPHIC SCALE
50 0 25 50 10C 2.)0
DB 842-P 1400 �-- 1 1
USE: INDUST. IN FEET )
I inch = 50 ft.
REVISIONS JOB N0. jDWG. NAME: +6139- SP1. d wg'` scale
no. date - description ---- by ckd. __ __. � L! Q -� VIRGINIA APPLE STORAGE
1 „ = 50'
OCTOBER 31 199EClifford'
1 11 /13/9 REVISED aER ENGINEER .S.A.JLW RAM DATE: , G' 1 l b e r t W. and Associates I rl t�' . AT SHEET
2 i2/t3,'96 REVISED 'ER r".C.S.A. COMMENTS DSF RAM
— 3 1/07/)7 1 REVISED 'DER F.C.S.A. COMMENTS AND CULVERT LOCATION DSF IMAM D�E:SIGNED BY: R.A.M, �D A. r02067 SKY, JR.
4 2 /05/97 ' REVISED 'ER V.D.O T. COMMENTS -- DSF RAM D ;_/ WESTVIEW BUSINESS CENTRE
5 2/26/'i7 REVISED _-ER FREDE.RICK COUNTY PLANNING DEPT. COMMENTS - DSF RAM - DRAWN BY D.S.F. `� l (� `� Engineers — — Land Planners — Surveyors OF
6 2 /28/97 REV'SED DER V.D.O T. COMMENTS Y DSF RAM �` A�ks's/0NA
���. 150--C Bide Greenwich Dr, 2JO North Cameron St. SITE UTILITY PLAN 6
- ----- APPROVED BY: R.A.M, Fredericksburg Virginia 22401 Winchester, Virginia 2c'601 -
"� ('540) 898-2115 (540) 667-2139 SHA.WNEE MAGISTERIAL DISTRICT F-RED=RICK COUNTY, VIRGINIA
NIF
GLAIZE
GLAIZE
P/N 64—A-159F
P/N 64— A — 159,j DE 796—F" 1471
j 1.4523 AC. ZONED: fvf --I PIANTING 51(7)YED1,7LLS'
USE: VACANT BOTANICAL COMMON NAME'S1zF SFWCIAV P,iASE I PHASE 2
,
USE: VA CAt, YT 0/X
04174CUS PAWSrRIS PIN OAK 2.5' CAL A 7* PLANTING AS 7 6
oll CA Ua'US f-H4CAl0PYRUU HA WrHOPNE' 2.5' CAL. AT Pl_AjV77NG AS SHOWY 7 5
W.
_17- CAAADENS6 COINA&41N YEW 35' H)GH U%V. j FT. ON CEN. J0 15
It Fli
1001
%
W w 4b,
(6
IN
J* UN"
'OsTf-D
DRO'o INa-T opre INLUT
RCA ��4UH
%
nt p((666.jj,) Top'683. %56)INDEPEND-EE evV6&7 63) INV. (678 6)
.VCD Iry (6,0 46) Oft
C113
TREE IEQ. N 4
ORM iVLEr �9� _
rop 4.)
SAN. 14Y, N "1 — 1�\ 11 1
z_=zz__ DROP INtEr WV, "09 0,0
EC-1 4: rop 00
PROPOSED SIGN
70p (686/NVW3 13) EX. 19" PLU G
-IN C 0 11 N T Y
SIGN DIMEN31ONS SHALL CUR11 & ru TER V (681 Ti�
--0,7 I.
C �, M T jp 4&
OIRDINANCE. STANDARDS..
�690 47
WY (6764-7-
da. RIPRA %
Al
ENE) PHASE I ROAD CYL EC-1
682
CONSTRUCTION. V.C. :,.Tl' PLACES
TYPE III BARRICADE
REQUIRED 7!7! �� " al
, -.-- — -m , WY.41, 0 wim w pr_�wo
RELOCA-E EX. THE
A 60RE VIA Ti ON DEENI TION
Ilk CF MXRET FLUME
V --IRE H YbRAN T
P PROP. DI-1 Fri
qL 1 5 RCF RIM=687.00 GA GU� ANCHOR
IN= 684.33 V.
OUT--,= 684.00
END PHASE GRADING & RCP REINFORC'ED i-.ONCPETE PIPE
ti
t DRAINAGE IMPROVEMENTS IP
SANITARY MH SANI TAR Y MANNOLE
N11F
16 CAIML�AN �FW
wpp WX0 POWER PoLl-
NI/F GLAtZE
WA 7 ER VA L VE
PIN 64--A-15V' _lq FREDERiCK• MAPLE
NOR 7
D -96---P 1% PEA-`
il - AL 7
1-1/1\1 6,4--A--8CB ZONE[: M 47�
PINE
9. 6 A C'.
___V� C/, N T
INI'ERME0,ATE PHASE I CONTOV
ZONE!, 16 C�DAN YEW .....
WOUST. 6. RIPRAP
Al (2 PLACES)
INWOUSE
6. AA i I I I- I
92
P*qE A S
PROPoS,6 go
4, 00 36 jr C
+
6
361
.HOTE:
6
00 > DETENlr_N-,ND TO BE
ICONS�TED �)RIOR TO
+ MRCD 18fWGH NITIANPHk,S\I GRA[
ifN'"
lEmP. Cw 30 RISER
__,W/--TRASH RACK
to
CV
cli t
00
It + i.
240 CIJP 00.9%
.4
1p/
4-q
_l lk ;PJ4. PROVIDEROCK FILL CHECK DAM
17
V ><
�)AN- ON,
T (697 17)
VIA Tip 4 EASEME'll
DOOR
(68; ;7),
DE3 W_ U - P V
144
tz
-7—
/
19) / e�r ., Y
C90R
A
4.01
N.
W
N Ada 1,84
I _11L
sv
L
..........
am 'w
ENE) PHASE I
CONSTRUCTtON, NOTE: ALL D04+,S3POU1'S TO DRAIN V THE
DETENTION POND. 4"ISCHARGE OF -DRAINAGE
PORT ISALLW TO THE AIR
'A
K!1NC,l--lE5 FER REGIGNAL-44,RP-044'
FIN 64--- A -- 15( A 9 GRATTIC SCALE)
28.69 AC. 50 0 25 5( 100 200
DB 842--.P 1400 1 1 1
USE: INDUST IN FEET
1 inch = 50 ft.
REVISIONS X) 0 C ;;Cale
JOB NO./DWG "6139--SFTdwg` 50'
110. date— ---. --- _ --- description by ekd. 'INIA APP7 LE STORAGENAME:VIRG
PER ENGNEER
—,LW RAM_ DATE: OCTOBER, 31, 1.996
Gilbert W. Clif f ord I( and Associates, Inc. AT -,HEFT
.2 12/13/96 RE.ViSU., PEF COUNTY PUBLIC WCRKS DEPT. DSF RAM
AL MISLE *ISKY, J
I
CULVERT R A.M. N', 0206,4
1/07/97 REIPSEL, PAFKING LOT GRADING AND C DSF RAM DESIGNED BY:
4 REVISED PER VD.O.T. COMMENTS, RAMDSF ���STVIEW BIJSINESS �.1J1.TRE'
OF
5 REVISEP PER FREDERICK COUNTY PLANNING; DEPT. COMMENTS. DSF RAM DRAWN BY: D. S. F Engineers Land Planners Surveyors
150-C Oloe Greenwich Dr-. S
Ic-, 7 ,,s� ' I TE (FADIN(" PLAN
E'00 Nort�- Cwneror S 11
,24 E 6
APPROVEN Bl: R kk[ Of,iA Freclerick__Db.irc., Virginia H401. W�nchester, %/irginia 22601
(540) 39E-2115 667-2'139 SHAWNEE. MAGI`;-TE�IAL [)STPICI FREE"ERICK COHNTY VIRGINI,'�
690
680
o
00
to
LLJ
PROPOSED
GRADE
C)
Uj
00
Lj
Li
LJ
O+0�
rO0r--
690
680
670
CA
o
�
EVISED PER F.C.S.A. COMMENTS
I i 2/06/97 REVISED PER PLANNING DEPT. COMMENTS
1+00 2+00 3+00 4+00 5+00
EXISTING GRADE
PRCPOSE�
GRADE
------------
------------
Uj
Of
to
00
QD
D
DI
dsf RAM
dsf PAM DESIGNED BY: R.A.M.
APPROVED BY: R.A.M.
1l+00
700 710
690 700
O264 u � � (, .,
670 680
CIA
~
m
�
m
���
�0�
�
|
l2+O0
CK
00
00
00
W,
700
§Q0
680
700
§9(
68(
67(
l4+O0
700
690
_
6O0
670
Culvert
Summary
Culvert
In., In
Inv. Out
L'M>
N/o)
J(I)
Type
i
675,00
672.0
225
(2)42x29
1.33
CMPA
2
679l0
676]5
80
24
2.81
CMP
3
68*.00
683.00
82
24
1.22
CMP
4
685-67
681.33
280
18
0.48
RCP
5
683.00
67675
90
24
6.94
CMP
6
672,75
672{0
130
15
1.35
CMP
NOTE:
TWO (2)
42^ x 29^ CMPA NECESSARY
FOR CULVERT
A)
Storm |met Summary
Str. No,
From
00Ms
Invert
Type
l
A
30.07
675.00
[S-]
2
8
1563
679.08
[S-3
J
C
12.30
684.00
0'1
*
D
655
68567
[S'1
5
E
1I66
683{0
[S'3
�
6
F
2.75
67375
S-2
U
CULVERT ~ 90'
CMP 0^|�Q�% |
700
680
680
670
"I
VIRGINIA APPLE STORAGE
Gilbert W. Clifford*aand Associates, Inc. AT
WESTVIEW BUSINESS CENTRE
Engineers Land Planners Surveyors
150-C Dole Greenwich Dr, 200 North Cameron St, STORM DRAINAGE & WATER MAIN PROFILES
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
700
690
oLAJ
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cAJ
n.•
U
a_
cD
I
v
EMERGE
PHASE 1
I
_
FF=692.00
-
--------
-- -- - -
1 1/2" 1-2
z
3" BM-2
_j
8" 21- B
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4
00
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06
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-
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1D
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00
00
10
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to
00
CO
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(0
00
c0
6
00
cn
a7
0)
10
0+00
710
700
690
680
0
r-�
Cn
1+00 2+00 3+00 4+00 5+00
6+00
NCY ACCESS
SEEDED.
2" SHALE & TOPSOIL MIX
6" 21--B
7+00
n
k
j CG ►2
PrMssoNe
jt-miilt C"r'xfian Jatrr
PO Urn C1G"2 - - - 4- _ -* - - -
_ -P4, tine CG l
/ 1 1 `
Per. wldrA o. o
s/dwvak n oo dal. f slin
siw.a. spare t
.p.
�. I a G sAIM/
RADIAL PLAN C«•r" 1 /i4
A
A I TANGENT PLAN
�N
raw curb hdp'� down
to 0 of Ins polI a
coalnue or full Awl ply
_._.._._._ wla'e gw/cON&
air :, 0 IrC-C
ancrate
Var. width Sidewalk Cavr' I W
or Sidewaii Spun
PermlesoNe
Ca utrucrion lafrr
__Pay UM cc_
UIV
0.0• O•p•O. O•
o
0wwar. !, Wn o00
�o. o•p• I o•o•o
!' 10
Irrlt AL ALIt NNAIt RALMAL PLAN -•''•� i
FAR USE AT APPLICABLE STREET
CONNECTIONS AND COMMERCIAL •Far Camwcla ENfof"
ENTRANCES. I tieovy rruck rraffk Anticipated I
sal Standard CG 13 stws ?03J0
Sloe 121 Maxlr"Nh
ISOMET RkC
VIEW
• 7'wrr: srd.CG-3 CG-7 Is used.
Nor£s ,
+r_ Sfdew�l: C00
'''I"'
T t a ire M.Nir. CurO roR►o flow to p Gloss A-! Cancrele ItJOss A // pecasl/ del fA s/lpreslsrurr (nerpol
rastr• yser: to dC=1;NI waning su/oce canting Its mdllre width Of rite rmgo Glow tromp floor
`'' "l'1"'' "'�'« s'::"/
may De
acr.;r. a /2d k,:; pao& Of cost In placel.Tfr defodabis waning owl be pravrdsd q an &.pried ag Wed@
Srd.CG-t
finish Robb shOMnot axCeed a rnrrxImam" s/gpe of 121.
of CG IS
Ftofed sides of eur0 ramp to be pared mwldNrVeely w/1h ramp flaw of 4, using W
• ,+
.• i MssaDN coerruci/ah /dNw/1h roof so bws.
'
N rorp flow Is precast, Adak kWi be paldad for dowel bars so trur oa/dNnp flared
sides Don be cost /n pap affr 00C& N af Tim. Precoel
pfaosr raw* cmcrere sell/
be class A 4.
.l
SE f.7' IOJi r--A
rr.s item awry b Required bars ore to be Na 5 . B' paled I • caNa to Cevdr along both s/des of fha rare
;: "cos: Ar 000 in plot.. flow. avo~h of romp fiv r. M/NNwft r. NX/#to o wr I YZ•.
15 , 8* Safi • 1? cc
Curb format w1110e meosursd and paid for or its cwrroA unit prkes far rlydfautic Cemyr
_ Ps K'ssoal. -r.Unrudlon Concrete Slaewalt and C Abased aggrepdie sidewalk. ccwpide In plop
-$kpw l2/MOxlasrM
_
.1drl Curb/camp and Day.
gunr s/cpe l/assNltvlJ on/aueN /0 cLlD ramps ale IrrhMed lR meN
�..
-- -- for cwD/ua0 and g.Afr.
•
'�" ;--- When used In Can/urction with Standard CG ! or CG 7, Ito taro face on Iris Standard /s
to be ad/.sled to match the rrourrabie curb cwd/gurarlan
SECTION B 8
® Accesslde routs IS defined as a conrIrxxw Curb Ramos are to ale located as stown an I e pans or as directed Ly Ire Eryiner.
o •o•
OWN of E■posed aggragaN sidewalk
uqnbsl(uled.SIQb1e firm atd slip rss/staN trey as 10 De patded of Irrrser7twu wtmaer on occassaDle faure ® within the rip" Of
path connecting ail acressibis a/emeNs of a way Of a Norway foclNhIy classes a Curb f"diess of wtwfhw s/dewo/t /s existing.
focllht ?AWcan be OW00CW,aNerad
Tr whr• del n Of Sidewalk a sbewat
spdce fs less rron ♦
end 4"Cifsed or none.IsyeN.I ft NW 00 Offset from pedestr/dn crosswalks as srrwn an ohs
a
used by Arsons with m oily /W*Wl MN& w as dlrated by Ilia Erglresr. but shWid not be located beldrd .e icjo stgp lines.
---.__-_.----
- EN11111/tp 110 poNs.flre 1pdroms.drgo Irrats.8k.willaso oiled plocemeN
203,09
W
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a
W
a
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---- --
�_
PHASE
- - _
FF=692.00
I
X
1 1/2" I -
3" BM-2
8" 21-B
U
SE I
CTIO
A
A
112"1-2
3"
M-2
—
—
---
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-- ------
---
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=001
1 + 00
2+00
REVISIONS
no. date description
12- 13 96 REVISED PER FREDERICK CO. PUBLIC WORKS DEPT. COMMEN
2 /06 /97 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS
3+ 00
4+00
5+00
JOB NO./DWG. NAME: 61139-PR1.dwg
by — ckd. — —
dsf RAM DATE: OCTOBER 28, 1996
dsf RAM
DESIGNED BY: R.A.M._
DRAWN BY: D.S.F.
APPROVED BY: R.A.M.
6+00
�1 H p;
P L
C
UD "Mtl�SL�QIWSKY,R. Z
NO. 020674
�C 7
7+00
8+00
9+00
Gilbert W. Clifford
CURLS RAMP - - --- - - SPtC»[wlxb
It ft RENCE
(PERSONS W1TH M0811.11 Y 144PAIRMENI S) sn2
V/Rfi1N/A AEPARimfNr of TRANSPORTATION SU1
,. Ravlsad 4:?8 97
0
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2
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O_
'
EX. PAVEMENT EX. CG-6
/ *MATCH EX.PAVEMENT
1 1/2" SM-2A CROSS SLOPE
3" BM-2
8" 21-B
PROPOSED ENTRANCE ON INDEPENDENCE DR.
and Associates, Inc.
Engineers - Land Planners
150-C 01de Greenwich Dr.
Fredericksburg, Virginia 22401
(540) 898-2115
Surveyors
200 North Cameron St,
Winchester, Virginia 22601
(540) 667-2139
00
C`J
t\
w
F-
Q
X. PAVEMENT
VARIES
W
Z
J
CL
SC Opp
ESL
1 1/2" SM-2A *MATCH EX.PAVEMENT
3" BM-2 CROSS SLOPE
8" 21-B
ROAD WIDENING DETAIL
FROM ENTRANCE TO EX. CURB & GUTTER
O L1J
z o z
_J
w w
0_ c
5 D
0 0LJ w
O_ O_
I I
0 0
U U
S� OpE
X. PAVEMENT I 1/4 l F *
1 1/2" SM-2A *MATCH EX.PAVEMENT
3" BM-2 CROSS SLOPE
8" 21-B
ROAD WIDENING DETAIL AT ENTRANCE
S TD.
CTn
L
CONCRETE FLUME DETAIL
VIRGINIA APPLE STORAGE
AT
WESTVIEW BUSINESS CENTRE
CROSS -SECTIONS &STD. DETAILS
scale
1 " = 50'
SHEET
5
OF
6
SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA
SILT FENCE CULVERT INLET STONE CONSTRUCTION ENTRANCE CONSTRUCTION OF Y SILT FENCE ROCK CHECK DAM
(WITHOUT WIRE S UPPOR T)
PR 0 TE C TION 1. SET THE STAKES. 2. EXCAVATE A 4" X 4" TRENCH
70' MIN. EXISTING UPSLOPE ALONG THE LINE of 2 ACRES OR LESS OF DRAINAGE AREA:
PAVEMENT STAKES,
ENOhYALL ----- A ijk
5:1
6 MAX.
� r
6"
FILTER CLOTH WIN (OPIMOUAALE BERM �- I / ��
TOE OF FILL l CULVERT 7'SIDE E LEVATI 0 N '`�` — I j ' ��� / FILTER CLOTH
. EXISTING GROUND / —�--�� illl (OPTIONAL)
' I
7O' MIN.FLOIr / - (DOWNSTREAM VIEW)
l � l-7r�-
B 10' MIN. '
I iWASHRACK IF ION AL) VDOT # 1
_ � III lII
I i
-- 4" COARSE AGGREGATE
------1 -- T
_ ____ I� o' MiN. 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
----------------r
___________ t? KIN.
-- — EXISTING TO STAKES AND EXTEND THE EXCAVATED SOIL. FLOW ? f 3'
PAVEMENT IT INTO THE TRENCH.
s THE OF FALL „
o
VDOT Mi I POSITIVE DRAINAGE 10' MIN.
SILT FENCE F COURSE AGGREGATE B TO SEDIMENT .i,..
DISTANCE IS 6' MINIMUM IF FLOW TRAPPING DEVICE 10 ACRES OF DRAINAGE AREA:
IS TOWARD EMBANKMENT MUST EXTEND FULL WIDTN 2 _ I "" /' -- -
OF INGRESS AND EGRESS PLAN VIEW -" I lli Ilil
FLOW OPERATION
12' WN.
OPTIONAL STONE COMBINATION --� FLOW -/
Y MIN. III II T— 6„
' -- I s MI" SHEET FLOW INSTALLATION FILTER CLOTH
3
1.0' 1•5(PERSPECTIVE VIEW) (OPTIONAL)
FILTER CLOTH SECTION A -A I I r
I I (DOWNSTREAM VIEW)
s'—r FLOW
A
FLOW V
, .• A VDOT #1
2 5' I 6 i �\ COARSE AGGREGATE
FLOW 2
III
VOOT #3, #357 OR #5 COARSE AGGREGATE CLASS I RIPRAP REINFORCED CONCRETE DRAIN SPACE POINTS A SHOULD BE HIGHER THAN POINT B.
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED SECTION B — B DRAINAGEWAY INSTALLATION \__I CLASS I RIPRAP
(FRONT ELEVATION)
1'xI'x1/4'ongie
Tack Weld to cylinder
1' x 1' x 1/4' angle �
Tack Weld to cylinder —�
i
TEMP 36' CMP RISER Top of berry at 671 — _ Class Alriprap llniinq on crest /
Rim = 668.0 TRASH RACK REQUIRED _ �� \ � �- Class I , Ip rap lining on channel over slope A
Inv = 662,5 Emergency overflow at 669 12
- Proposed grade
6
ex.ditchice
o 66t 666,0 /Grade overflow ditch to tie to '
�
Embankment
Rip Rap Cneck Dart
to be laced following Cl-a�y Core, t, PLAN
p L' To - 14 Go Corr Metal,Tack 1' x 1` x 1/4' angle
rerlovlal of the riser, g
P /Tack Weld to cylinder
24' CMP at 0,9% Weld to Top All Around \� /
Invert In - 662.5 ___ __ ___ — _ --Inv, Out - 662
EN Required
Concrete Cradle Required 24' „ --- Cylinder - 14 Go Corr Metal!--
36 CMP Riser to be 24' �.3� Cushicn Pipew/ 1 x 1 x 1�4 angle
removed when upstream 1/�' St rofoarl Tack Weld to cylinder �\ - --
areas are stabilizes, d f-lo• Io' Concrete Cradle 17'
Anti -Seep Collars to be 4.5' x 4,5' and ; — -
be placed 24 f t, apart, centered on the 24' CMP
emt1ankment, One of two shown _ —
< 2' Conc, Block Spacer
Cradle required along
Embankment to be placed and compacted in 8' lifts. 54' p \ 54' CMP, to - 668 — -_
No to soil, organics, or stones greater than 6' diometer Cl"�24' CMP entire length of culvert,
shall be used Material shall be compacted to 957 of , \#5 Bar EE,mxim n density at 2% o timum moi ture,\ �•_54'
----.--
_
Cla Core to extend 5 f t beyond ends of embankment,
36,
anY 2 f t below existin grade, The top of the core shall be — collar
psi Concrete `. �'
Elv 668.5. De th of 'Core Trench given is eneral, actual collar lc'.' thick '. ' ; 4 ' SECTION A -A
required depthshouldbe determined by sods specialist
at the time of construction, Maximum side slope Is l:l
Cla, core material shall meet the following -��--- , -- --�=
unified classification, SM, SC, ML, MH, CL or CH. 54 CENCRETE CRADLE TRASH RACK/ANTI VERTEX DEVICE
Particle sizes 100. passing 1/2 sieve Deta�� Detail
ANTI -SEEP CELLAR DETAIL
Detention Pond not to scale
Section
REVISIONS JOB NO./DWG. NAME: 6139—PR1. d wg P\_S H of scale
no. date —�--^_--- description -- ^ _ — — by — ekd. — -- �. VIRGINIA APPLE STORAGE
12/13/% Revised per County Public Works Dom_ — DSF RAM HATE_ OCTOBER 28, 1996 Gilbert 1 b e r t W. Clifford i f f o r d and Associates, Inc. AT
SHEET
------------_ ----- -- DESIGNED BY: R.A.M. ALDNO 02s� 4s►Y, JR,� WESTVIEW BUSINESS CENTRE 6
---------------------- — OF
DRAWN BY: D.S.F. q Engineers Land Planners ---- Surveyors
I50—C 01_de Greenwich Dr. 200 North Cameron St, DETENTION P0ND & STD. DETAILS
---- -- -- — APPROVED BY: R.A.M. ONA Frecieric_ksburg, Virginia 22401 Winchester, Virginia 22601
"540) 898-2115 (540) 667-2139 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA