HomeMy WebLinkAbout51-99 Bandit Karts III (Westview Bus. Ctr.) Lot 9 - Shawnee - Backfilea
U
ch
CD
rn
m
0
0
z
Cn
3
U3
U
m
M
cu
m
CD
CD
CD
w
Y
C
�D
o�
m
o
,.D
104
GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
Z
EXISTING INTERMEDIATE CONTOUR - - -- --
`- ---332 -- -- -�
SCALE 1 "= 2000'
cc
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vl.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
W
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
40
CO
W
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
¢'
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between an of these standards, specifications or
PP y P
EXISTING EDGE OF PAVEMENT __. .._
EX E/P
must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
�
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER --� -----
-- EX GKs
--- -- = -
CITY OF
Z
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
i CP CMG
E STER
WINCI-4E
INC
W
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
0
o
CD
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
Cfs-6
TRANS. CG-(OR
�'�
os -4
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
>E
`t
required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
EXISTING TELEPHONE LINE ---
-- - - t -
��
`"
Q'
Q
CO co
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 or latest edition of Road &Bride Specifications, Section 104.04-C.
y� ( ) g P
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
T
�`//
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
_
EX. 15" RCP
x 9
't �
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER = -
- _ __ _ _ y _� _____
��
��,
W
N
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
15" RCP
,b +; of
be the Also,
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
-
A
W
0It
6.
An approved set of plans and all applicable permits must available at construction site. a
land use permits for any work on VDOT right-of-way.
pj
c A'
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
�_(
r-, � >C
4:
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
(L
� E-
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
ELECTRIC SERVICE --
------T-- -----
-' WESTVIEW BUSINESS 0
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING
N�
`�
CENTRE '
^
8.
All unsuitable material shall be removed from the construction limits of the roadwaybefore placing
P g
PROPOSED ELECTRIC SERVICE
iV
0 w► 1s
^ c. �,
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
V L
Q) 0
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE ���
,
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
inspection.
AJ
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE
0 0�J 0 ��
0
W
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPERTY LINE ��-
�®�
�IrIGI'le6t
� �A, ��
Airport 04
�
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
p
Victory Lane
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE �. «.
.<..�...�. <... ,..
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
b
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
EXISTING FENCELINE
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
_t
�y CJ I TE
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
{�
w
and at the end of construction.
EXISTING TELEPHONE POLE
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
.a
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
--- --
Independence Drive
=
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE W
rr ! T i w
>L
condition at all times.
Z
0
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
Vll.
Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
U
Q
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROJECT INFORMATION
w
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE - -- w
-'- -�" "`� `"�" -"'
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
®
W
F.A.R. CALCULATIONS:
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER ®-
m'
PARCEL IDENTIFICATION NO. TAX MAP 64 ((A)) 159Q REQUIRED:
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
STREET ADDRESS: 10 TOTAL
O
Z
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROVIDED:
O
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
TOTAL AREA: 13400 ACRES 0.11 AC. BLDG./134 AC. = 0.13
Z
$
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
HANDICAP RAMP (CG-12)
�, .��� ;!
PROJECT AREA: I ACRE
Z
Ou
U
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
DISTURBED AREA: 1 ACRE GROSS FLOOR AREA
0
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
CG-12 AND JURISDICTIONAL
STANDARD MP CONSTRUCTION
CURRENT ZONING: M-I
FABRICATION = 6,000 SF
m
result of his construction project within or contiguous to the existing right-of-way.
P j g g g y•
Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to
g P PY P
CURRENT USE: VACANT
final VDOT approval..
PARKING INDICATOR
Al2
PROPOSED ZONING: M-1 OFFICE = 1,500 SF
w
6,
�
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
PROPOSED USE: OFFICE AND FABRICATION TOTAL = -1,500 SF
Q
r
must be provided to Frederick County prior to issuance of grading and/or site development permits.
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
SIGNS: PLACED ON BUILDING
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
BUILDING SETBACKS: REQUIRED PROVIDED OUTDOOR LIGHTNING: PLACED ON BUILDING
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
HANDICAP PARKING
�
FRONT: 15, 135A' OUTDOOR STORAGE: NONE PROPOSED
shall meet VDOT minimum design standards and is the developer's responsibility.
g P P y•
SIDE: 25' 25.4'
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
REAR: 25' 219.-'
in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
100
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
°°°�
PARKING SETBACKS:
acceptance of work., Unit and total prices may be obscured.
FRONT: 25' 25.0' _
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
SIDE: 5' 23B'
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
EXISTING STREET LIGHT
-(J 1-
REAR: 5 N/A BUILDING HEIGHT
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
�,
MAXIMUM = 60'
proctor AASHTO-T99 ASTM-D698 or VTM-1 as applicable. Density shall be certified b a registered
p PP Y Y g
account receivable basis.
PROPOSED STREET NAME SIGN
-+-
LANDSCAPE CALCULATIONS LANDSCAPED AREA:
PROP. HEIGHT = 20'
professional engineer and results submitted to Frederick County prior to pavement construction. If a
f
INTERIOR REQUIRED: REQUIRED: 2E,% LOT AREA = 14,065 SF
geotechnical report has been prepared, it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
PROPOSED SANITARY LATERAL CLEANOUT
1 SHADE TREE PER 10 SPACES PROVIDED: 36,505 5F
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE IDENTIFIER
OC
10 5PACES/10 SPACE" = I TREE PARKING CALCULATIONS
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
GREEN AREA = 5 - OF PARKING: LOT REQUIRED:
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
12
5% OF PARKING LOT = 34(o* OFFICE: 1 5PACE/250 5F
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
1,500 5F/250 5F = 6 SPACES
00
EASEMENT LINE - -
- - - - - -
INTERIOR PROVIDED:
1 SHADE TREE FABRICATION SHOP: 1SPACE/EMPLOYEE
3 EMPLOYEE = 3 SPACE
�
0
UTILITY CONTACTS
FIRE �IARSHALL'S NOT
E
CENTERLINE
-
GREEN AREA = 352*
>
EXISTING SPOT ELEVATION
12Z
TOTAL REQUIRED ■ 9 SPACES
W E
Water/Sewer: Frederick County Sanitation Authority
Fire lane markings and signage:
5
PERIMETER REQUIRED:
Q4 U
P.O. Box 1877
Winchester, VA. 22604
Any
No Parking signs and yellow painted curb locations will be installed
PROPOSED SPOT ELEVATION
X 12
1 SHADE TREE PER 40' OF PARKING LOT PROVIDED:
F'
W
E- [
(540) 868-1061
by field inspection at the direction of the Fire Marshall's Office.
EXISTING TREE DRIP LINE J �� `�w .
;� •.�� � ��� �- -
PERIMETER = 165740' = 4 TREES 10 SPACES
w
W H �
U U)Z
PERIMETER REQUIRED = 4 TREES
HANDICAP SPACES REQUIRED:17)
Q O
Phone: Bell -Atlantic
EXISTING TREE ��
II
15 OAK -�=� 15" PINE
PER ADA = I SPACE
U
P.O. Box 17c
APPROVAL BLOCK
r'
3 BARRIER BETWEEN R/lU AND PARKING LOT HANDICAP SPACES PROVIDED:
w w
Baltimore, MD 21297
(301) 954-6282
j, OAK PINE
PROPOSED TREE
I SPACE
PERIMETER PROVIDED: (VAN ACCESSIBLE)
w
O
Z w U
U)
� tl6 I i E P
l�
`
�D
Power: Allegheny Power MISS UTILITY 1-800-257-7777
P.O. Box 1458
APPROVED
`.r an-D
BY THE ZONING ADMINISTRATOR a
4 SHADE TREES
3' EVERGREEN HEDGE NOTE: ONE TRUCK DOCK PROVIDED
U
W
�W
Hagerstown, MD 21741:
` h�A"I" �G1aJ ...
AND ONE DRIVE-IN DOOR PROVIDED.
1-800-654-3317
��_c
INSPECTIONS DEPARTMENT NOTE:
W Q4
Gas: Shenandoah Gas Co.
G.l�e!1�'��c.�i // /-7�q
1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304.0
USE GROUP B BUSINESS), 311.0 USE GROUP 5 (STORAGE) AND 313-0 MIX USES OF THE BOCA NATIONAL
49N
U-
P.O. Box 2400
VA
/
BUILDING CODE 1996. OTHER CODES THAT APPLY ARE CABO/ANSI Allq.l-19S2,
W
Winchester, 22604
(540) ester, 11
SIGNATURE DATE
2, ALL REQUIRED EGRE55 FROM THE BUILDING SHALL COMPLY WITH A.D.A.
3. USE GROUP B, CONSTRUCTION TYPE 2C.
FCSA CONSTRUCTION NOTES
TRIP CENERA TION DATA
FREDERICK COUNTY COVER SHEET
T$ ®F
_
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
CLASS
USE
GROSS SF
NO. OF EMPLOYEES
TRIP RATE
VPD
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
U MICHAEL KLEY y
Project Name:
Project Number:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
140
MANUFACTURING
1,500
1/24.39 SF
62
MO
AN D I TARTS III
2 453
AUTHORITY'S INSPECTOR.
LI N No
3
1
3.89/EMPLOYEE
15
162No.��
,�,� 031162.
Magisterial District.
Date of Plan: (Month, Day, Year)
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
SS
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
TONAL
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
5�44LLNEE DISTRICT
OCTOBER 4, 1999
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
TOTAL
77
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
PROFESSIONAL SEAL & SIGNATURE
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
Owner:
Address, Including Zip Code & Telephone No.
P.O. BOX 2614
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
SHEET INDEX
SAMUEL T. $ JOAN E. TRIPLETT WINCHESTER, VA 22604
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
(540) 662-77111
DATE:
OCT 4, 1999
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE
Developer:
Address, Including Zip Code &Telephone No.
P.O. BOX 2614
DESIGNED BY: M55
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
I COVER SHEET
IN THESE PLANS SHALL BE APPROVED BY
5A1IIJEL T. 4 JOAN E. TRIFLETT WINCHESTER, VA 22604
CHECKED BY:
2 SITE PLAN
THE ZONING ADMINISTRATOR PRIOR TO
(540) 662-7111
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
3 LANDSCAPE AND EROSION i SEDIMENT
CONSTRUCTION.LOW
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
8. A DOUBLE CHECK VALVE BACKFPREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
CONTROL PLAN
4 DETAILS
JOB NO. 2483
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
151 WINDY HILL LANE
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
GREENWAY
ENGINEERING WINCHESTER, VA 22602
(540) 662 -4185
FSHEET
I
OF 4
—7—
E>, 40,
bee,
77-164- 9N 4,
AREA - 5.000 AC
ZONE, m- I
L u6E FRIN nNo
I I I \1 CPAPLE6 RICKE� 75
7M 64-A-159M
LOT 5
05-895 t-r-,. 21-5,
ZONED: Pi- I
4
INL)U6TRIAL
,47 '3 0
USE: "
A
—25, SRL
10
N/F 'GEOWSE W," JR. 4
CAROLYN G. GLAIZE
LOT 8
1-34,00 AC
ZONED: M-1111" I/
USE: VACANT
lA
NOTE: SOLID WASTE RE�16VIL
16 THROUGH PRIVATE / DISPOSAL TO THE 05UNTY
LANDFILL. IF A TR;45p
N/P f=,Rw FAR7NElle6%�41 -1`4
_LOT9 -RECEPTACLE ISNEEDED IN
771 64-(r,- THE, FUTURE,,.AA&ITE PLAN x
D.B. 907 PG, L
REVISION WIL BE REQUIRED.
USE: UJA40LE6ALE L:>15T
ZOO`
N- �
N Iv kv
P,
j
tT
SERVICE
BY CONTRACTOR "I
Cie j4M
T.
VICTORY LANE RTE. 128
RIGHT-OF-WAY VARIES
5501 1550
SIGHT D15
D.B. 567 PG. 52 1,466' TO RTE. 50
NO POSTED SPEED LIMIT INTERSECTION
N/F C)EARINS BEVERAGE
COMPANY, INC.
77-1 64-A-OOE
L71.0,633 Pa. 304
ZONEC), t-l- /
USE: VACANT
9j
\01 NOTE, PROP. BLDG. PAD TO
BE SEEDED IMMEDIATELY
AFTER REACHING FINAL
GRADE. A 51TE PLAN
REVISION WILL BE RE.0tPRED
PRIOR TO ANY DEVELOPMENT
IN THE BLC�p�
F5*b AREA.
Lf
NIP BANDIT K4RT6
LOT 7
D.B. 907 P=ta 1766
r ell
PAO
EXTERIOR
F_>OLqNCA5T
LIGHTING (TYF,)
;04-!F,4/N-46xE E61`17
7
F
20'6AN
F-*. 1479
EXI EN TR4 NCE
MATCH EX. CURB
-M77--
F, Rox Lcc,,
inv=(oaal,
100' TO INDEPENDENCE DR.
RTE, 1092 INTERSECTION
30 15 0 30
SCALE.- I" = 30'
m
NOTE. THERE ARE NO STEEP
SLOPES, WOODLAND&,
FLOODFLAINS, WETLANDS,
SINKHOLES, STREAMS,
DRAINAGE WAYS OR OTHER
SIGNIFICANT ENVIRONMENTAL
FEATURES ON THIS SITE.
NOTE:
1. FINAL LOCATION OF CG-12's TO BE
DETERMINED BY VDOT FIELD INSPECTOR.
2. ENTRANCE TO BE BUILT TO MEET OR
EXCEED VDOT CG-II STANDARDS.
3. EXTERIOR DOWNCAST LIGHTING TO BE
HUBBELL LIGHTING WALL MOUNTED
NRG-31X SERIES OR APPROVED EQUAL.
4.5TORMWATER MANAGEMENT FOR THIS
SITE 15 SERVED BY A SINGLE POND
PROPOSED UNDER ANOTHER SITE PLAN
(SEE BELOW). THE DESIGN OF TH16 POND
ACCOUNTED FOR FULL DEVELOPMENT OF
THIS LOT, THEREFORE, 5TORMWATER
MANAGEMENT IS SATISFIED FOR THIS
DEVELOPMENT.
NOTE:
THE BUILDING MOUNTED SIGN
AND ALL OTHER SIGNS SHALL
CONFORM TO THE
REQUIREMENTS FOUND IN THE
FREDERICK COUNTY ZONING
ORDINANCE.
NOTE,
ALL PROPOSED UTILITIES
SHALL BE LOCATED
UNDERGROUND.
CD
w
w
wcv
0
CD
cQ
U)
co
>
cvco
0 CQ
>
cv
ui
w
0
Q)
cn Q)
s_4 ;"
Q) 0
� �
oW U)
MICHAEL,S. �TICKLEY MICHAl0��
IK. EY"
LSL
�IN/.
0 031162 4
to L
NAL
-------- -------- ---
EX.'
PROF. pl;A DE
GRADE
(o(Bo J�
3, MIN.
........ ...
all Pvc;
SDR �l LLI/L
ro OEP
00
E
4
(000
r
E, Q4
> E_
z Q4
A.
, .
z
A
x
E
U) C:� z
U) �
L
X
Z w
z
U)
�D
_4
0 + 1 + 2 Q
PORZ_ I"M50
VERT..- I"=E,' , Z F14 U)
WATER LINE PROFILE
E>-
mw �'
U)
12.0'
EX. RTE. 128
FVMT. SECT. m
X
m
PROP, PVMT. SECTION
1-1/2" - SM-12.5A
311- 5M-25.0
8" - 21-5
001-120,
TAPER
MILL 12"xl-1/2"
TIE IN JOINT
GG-1
EXTEND 21-15
V BEYOND EF/
BACK OF CURB
T*rf=IC,,4L SECTION VICTORY LANE FRTE. 12&
NOT TO SCALE
DATE: OCT 4, 1999
SCALE: 1" = 30'
DESIGNED BY MSS
JOB NO. 2483
M
SHEET 2 OF
EROSION/SEDIMENT CONTROL LEGEND
NO. KEY SYMBOL DESCRIPTION
✓ / \ ' ` ' i ` �>i 3 �2 CE TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
�r
X —X SILT FENCE
STORM DRAIN INLET PROTECTION
_L1 �11
3A13 �p ♦ TEMPORARY DIVERSION DIKE
?� !
3•I0 TEMPORARY FILL DIVERSION
3.12I DIVERSION
3.13� ST TEMPORARY SEDIMENT TRAP
' t 1 /t I 3.181 OP OUTLET PROTECTION
320 CD --, --' CHECK DAMS
333 �� SO --— SODDING
l
338 TP 0-0-0 TREE PROTECTION
j r ? i LCCs LIMITS OF CLEARING t GRADING
DRAINAGE DIVIDES
I {
_ — LC r I ? CRITICAL SLOPE — CRITICAL SLOPE TO DE SEEDED, MULCHED AND TACKED
f OWN WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
I
ESLC-kD2
� f ,
E
` I
F
4 ,/! r / o /
F
I
46>.-
f
4c/'
.f
r
T
cn
�i
0
cn
3
m
m
N
/
c,
c
4J
C
O1
C
W
F,
H
cn
L
Y
C
m
OD
N
/ U)
0
V 3� �J
VICTORY LANE RTE. 728
RIGHT-OF-WAY VARIES
D.B.56l PG.52
NO POSTED SPEED LIMIT
Tk415 SNEET FOi� E F-.,0510N AND 5ED11"fENT CONTROL AND LAND5CAf=ING ONL�1
EROSION AND SEDIMENT CONTROL NARRATIVE:
0
Z
PROJECT DESCRIPTION
THE PROPERTY IS LOCATED IN THE WESTVIEW BUSINESS CENTRE, FREDERICK COUNTY, APPROXIMATELY 2.4 MILES
WEST OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE Sl. THE SITE AREA IS 134 ACRES OF WHICH
W
APPROXIMATELY 1.38 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE
W
CONSTRUCTION OF 1,500 SF OF OFFICE SPACE AND 6,000 SF OF WAREHOUSE SPACE WITH ONE LOADING DOCK AND
Z
AN AT GRADE GARAGE ENTRANCE INTO THE WAREHOUSE.
EXISTING SITE CONDITIONS
Z
THE SITE IS CURRENTLY VACANT AND CONSISTS OF OPEN GRASSED AREAS. SLOPES RANGE FROM 1 TO S
PERCENT THROUGHOUT THE PROPERTY. THE SITE IS ALONG A NATURAL DRAINAGE DIVIDE WHICH PRODUCES
W
c\2
RUNOFF FROM THE NORTHERN PORTION TO THE SOUTHEASTERN AND SOUTHWESTERN AREAS OF THE SITE.
coo
`o
C\2
C\2
It
ADJACENT PROPERTY
Q
a�
I
THE SITE IS BOUNDED BY LIGHT INDUSTRIAL PROPERTY TO THE EAST, SOUTH AND WEST, AND VICTORY LANE TO
Lo
Co Lo
THE NORTH.
I
Z
x
EROSION AND SEDIMENT CONTROL MEASURES
Lu
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES
■
p --
I
o
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
a�
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH).
) X
STRUCTURAL MEASURES
A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM VICTORY LANE. RUNOFF FROM THE
ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE.
^
o
CHECK DAMS SHALL BE INSTALLED AS A FIRST STEP MEASURE TO CONTROL RUNOFF FROM DISTURBED AREAS
ABOVE THE CONTROLS.co
w
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE.
VEGETATIVE MEASURES
=
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS
AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
111
APPLIED WITHIN SEVEN Cl) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
0}
DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL
z
AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX ((o) MONTHS.
U)
Z
TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH
>
AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
W
a
Z
0
0
U
�
Q
ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED
AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER.
0
MANAGEMENT STRATEGIES
O
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS
POSSIBLE.
W
m
SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND
cr�v
MULCHED IMMEDIATELY AFTER INSTALLATION.
Q
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION ,,a
AND SEDIMENT CONTROL MEASURES.,�'v
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED.
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MICHAEL . S ICKLE
MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS, IT IS THE „d l b Z7 q
CONTRACTOR'S RESPONSIBILITY TO PRO`,,'IDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO 0 L 03 S62 o. w
CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE
VESCH. SSIONAL
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE.
ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL
BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND
RESEEDED AS NEEDED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50`ra TRAP EFFICIENCY AND DISPOSED OF BY
SPREADING ON SITE.
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY
SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED.
Z
PERMANENT STABILIZATION
cc
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
a
FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF
THE VESCH,
O
STORMWATER MANAGEMENT
Q
E-
E-i
>
THE SITE CURRENTLY DRAINS TO AN EXISTING STORMWATER MANAGEMENT POND LOCATED TO THE SOUTH BETWEEN
Z
Z
LOTS 5 AND 6. THIS POND WAS DESIGNED FOR FULL DEVELOPMENT OF THIS PROPERTY. STORMWATER
m >_
MANAGEMENT IS SATISFIED FOR THIS PROJECT,
a �
Q Z
�w
�D
�Q
z
w�
z
�
co
w
SEEDING NOTES:
Z
Z
Q
E
w
I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4".
2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE
M
w
OF 92 LBS. PER 1000 SF_ (2 TONS PER ACRE).
W
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
w
4. SEED MIX SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33% SERICEA LESPEDEZA
APPLIED AT THE RATE OF 120 LBS. PER ACRE.
5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 200 GALLONS PER ACRE.
LANDSCAPE SCHEDULE—
ABR.
QTY.
BOTANICAL NAME
COMMON NAME
SIZE (MIN.)
SPACING
CONT.
10-YR. CANOPY
DATE: OCT 4, 1999
AR
2
ACER RUBRUM
RED MAPLE
2-1/2" CAL.
AS SHOWN
545
200 SF
CF
3
CORNUS FLORIDA
FLOWERING DOGWOOD
2-1/2" CAL.
AS SHOWN
545
100 SF
SCALE: 1" = 30'
TA
12
TAXUS CUSPIDATA
JAPANESE YEW
36" HT.
3' O.C.
545
SCREENING
DESIGNED BY: MSS
JOB NO. 2483
SHEET 3 OF 4
Itl
04
METER BOX any; COVER
METER BOX (See Nate) METER BOX COVER I ROCK CHECK DAM STONE CONSTRUCTION ENTRANCE (�
be/alI MsdM > 18 in. Did. Non -Traffic M32C-PW
Gas red { �t SET TREE LEVEL AND PLUMB --STRAIGHTEN
r s' ilia. schedule 40 I Traffic A32HH - T ' AFTER SETTLEMENT IF REQUIRED. SET TREE
} steel pipe filled with- �3' 24 in. Did. Non -Traffic Mc-30 (Frame) WITH RML-1-T (Top Lid) WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED 2 ACRES OR LE55 OF DRAINAGE AREA
concrete and panted . E # Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) GRADE 10, MIN.
: yellow ii
1' 2? Note: 1/2" thick polyethelene plastic 30' deep ENCASE WIFE AROUND TRUNCK IN BLACK A EXISTING
UJ
(vertical crush strength shall exceed 3000 pounds) �Jr RUBBER HOSE. SECURE AT HEIGHT ABOVE
treated 2•. 4• wxh PAVEMENT UJ
18' tiio. < i 1' -6' op pan blue FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE 3'
concrete f f "
encasement r I - 3� `+ 1 set meter [above �` REMOVE TOP 1/3 01 BURLAP AND CUT ROPE
' concrete pad 1'-6' sq. x 6' deep,i fin• 9r a prior 18 AND/OR REMOVE WIRE BASKET FROM BALL 3' FILTER CLOT 6 MIN. OUNTABLE
varies as required to soddin ■
concrete -1 Cj FILTER CLOTH A BERM (OPTIONAL)
(OPTIONAU
thrust block BOLLARD DETAIL l corporation Y WIRE M2 GAUGE 51 D E E L E VAT I ON Z stop 3' stone bedding clef F.C.S rtteter box
• -- _ _ surrounding box I I (DOWNSTREAM VIEW)
a b check vdve - ny EXISTING 0
_ = 36-min. with drain valve v flan MIN. O 0
__ 2 DOUBLE SHREDDED HARDWOOD O
_ __ _ - -__ GR UND
direction of setting to be approved prior to installation screw ____ __, 8'min. e ve I I �
adjusto6k valve i
�' min- 3° SOIL SAUCER B WASHRACK 10' MIN. � �
box X
tubing, }cpohnet (OPTIONAL) I
VDOT h N
as reQtJimd concrete pod 1'-6' sq. x 6' deep I water " ma to from
2 ff III —I . 3 STAKES COARSE AGGREGATE - a p '
main `6- stone beddingl�
2' min. - 6• max, locator peg to '199� METER SETTING PAKTS transition to meter BAGKFILL ~ O 0)
led EXIST( I rn
megakgs 1 xttlrg as required — ?/ 12 MINA PAVEMENT
i size meter ands yaw or„je mock expansion curb do gutter _ LIGHTLY COMPACTED °vETTLING MOUND FLOW _ 3' , J
size eae Yam• Dal vdNe floe w _ I I —III —III —III Z x to �
t— � 3/4 5/e'z3/4 Y502 BA94-2 IN HH A94-323TD-a EC-23 Street t I I —I i I—III-1 I
f screw type 1" 3/4" Y5o4 BA94-344W HWM-323TD-G EC-23 _ SUBGRADE POSITIVE DRAINAGE ' N ;I
stone to be minimum 10 MIN
adjustable x%;r ;li _ _ _
1 1' 1' Y504 BA94 4MW HHCA94 444TD G EC 4 Lj
of 6' above t of base cJE O
top ,� s o - _ v
VDOT "1 GOUR t0 SEDIMENT
vJ
troMe box - -
O
:r. _
M
n'
�r B
rn
A a) G AC•IGRE TE TLU
- TRAPPING DEVICE TYPICAL PLANTING DETAIL EVERGREEN TREES �
locator INSTALLATION NOTES `:aidewalk:>:;:
1. Exact location of meter box assembly
� (NOT TO SCALE) r MUST EXTEND FULL WIDTH OF
8ln/st 18• to 24' 'n
e9�9a block 8•x e z 16' sold block to be approved pear to irtstdksGon. INGRESS AND EGRESS OPERATION •r. N 4
2. Water service crossing street sholl be tYPe : : Y 2—Uri ACRES OF DRAINAGE AREA PLAN VIEW C� �, 44
for volroi tY and =.. \/
fir) encased in 2" die. SCH40 PVC or M °s _ :':..;i;:r
SDR21 piping. The piping shall run from 3 4' IC v VDQ
w : . type a . m
;;; y, y�� :,.•r. one foot beyond saewass, across the copper for -
street, to one foot beyond sidewaBc single meter
mechanical joint installation wye RUBBER HOSE fl 12' MIN. 14
swivel tee with DUAL METER INSTALLATION
6• branch
5/8", 3/4" & 1" METER INSTALLATION GUY WIRE ell GAUGE 3' I~ y
GATE VALVE Figure 5 TURNBUCKI E >
FIRE HYDRANT ASSEMBLY 3" MIN
Figure 8 AMENDMENT NO. 2 - APRIL 1997 FILTER CLOTH „
Figure 9 AMENDMENT NO. 3 - OCTOBER 1998 (OPTIONAL) 1 3 MIN- o W U�
TREE WRAP WITH 501 OVERLAP j�
FLAGGING TAPE ON EACH WIRE (DOUINSTREAM VIEW) FILTER CLOTH--
; gw�t.7ed°' SR 211 35 rP'Da=
i D« i3 Deed ber www 2" DOUBLE SHREDDED HARDWOOD SECTION A -A
?• MULCH/3" SAUCER PLACE TOP I/8"OF
tantorvp ROOTBALL ABOVE FINISH GRADE
r VDOT 0I
— coat ton ckanout cap with Dross plug tiq ;,' � .� "'.
ho a eounterermk square head "'v`: `' Al �•���' ,-"'=t. -. � R vviFqq aW r= ® 3 STAKES COARSE AGGREGATE :l • .
� Pane9a ModN PA4SV-CSK (4")-
! Poneno Model PAOSV-CSK (6� BACKFILL • ' �
finished rode # + J`� • n YnArbrrm x I —I —I I —_- �/ . ' . • �� ,•r �
=III— I=I I I = =I ROOTEIALL-REMOVE TOP 1/3 OF FLOW 3' Z
L x _ _ BURLAP AND CUT ROPE AND/OR o
square concrete sae pod r guieeJ5 rx ,.le g, REMOVE WIRE BASKET FROM BALL
20•x a co 12"cre deep , ^� �—III-1 I = I I � � I I =_= co
`qD _ _ _ LIGHTLY COMPACTED SETTLING MOUND REINFORCED CONCRE SECTION B-B DRAIN SPACE
I I —I I I—iProfit__— I=III= y
I 4 I _ _ CLASS I RIPRAP
I aggregate base —III—III—I I —III —III —III w
n Y x'A I—t I—t 1—I I —I I—t I t I —I I-1 i I- EtSD-320-I Esti-3�2 r1�
•� (depth 3') F.I..I
deonou pipe-.___._.r, i 1e' 4" VARIES 4"
SILT FENCE IN5TALLATION
eanitar
sealer maiX ' 3e mh TYPICAL PLANTING DETAIL-- TREES OVER 1-1/2" CALIPER 1. SET THE STAKES 2 UXCAVA ALONG THE LINE OF STAKES.
" _CH
45•bers� �..
tt�1 (NOT TO SCALE)
.'O;:'.. �". �!•:`. -::rpC.r `.:Lu;:�A" F ^Nw.�yr� 5�:,•�� � . �. �- -ti -'..,-..e...'•. ^_ ter'
a tis _ _ W
6' stone bedding „� Y..
r Jv� ~ f II II E'
Dwrt4d P'r �' .Iwr —
NOTE Where length of service lateral to exceeds 75' tap 6 painted Yw"
a deanout assembly shall be furnished at the F e � at 2�
property line. T V"
{:
i
T$
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE
TO STAKES AND EXTEND IT EXCAVATED SOIL. Z
SEWER CLEANOUT p INTO THE TRENCH.
Figure 1 � CG-( row �DrM oN n _ MICHAG ,�J�KLEY y
GRAVITY SEWER SERVICE LATERAL A, iu of /Nf side. r Pc�G nth �� LIC NS No.
Figure 15 _ war CPbrfr�tA�+rai J1sl f Wten a e/yfrwNr. o • e • e
--- I =�--- ----- °«;" o. I — off, o3>>s2
liy (fir CG 12 T' - T Cover IV,*Var,!•Y!A oe — — t
P ERs CG it Vr,wldfA Sldrwoll •-1 I 1 I l
t 1 % o, ird"0111 Srrxr �SS ONAL �
Vdr, Md/n /b1,r111011,
SLWWdI Fvor.'F Yla clnshmflar, an,
S1dMd1 Sports
-_6•.Q - •o -s ITPICAL ALIENNAIE nAfIAL PLAN
,�a� COR USE Ar A-PIA:ARt£ SrnEEr — —
CG-7 Q C -- C --- CG-!I RADIAL PLAN Illrf Cnc e%C� CNTRMK'f SCVNNECfOVNS AND muYEI+CIAL iire�o,.y rr�u0 trraffic MlctooleJ I
CG-8
\ Radial combination ire Slorord CCrJ JfwMzuJA SHEET FLOW INSTALLATION
\ curb and gaffer
\ ��� (PERSPECTIVE VIEW)
\ A
Ylor tiff
PrrdslaNe
�q I,'i---6�-Fl�-11
6Q-- (twfrucHwJdv
E
wRadius to be as sfdl�o t 1 b 8
shown on plans \ Inn I S5fwv
ld.3 r '.,P, b t o ��L'• ow• e'
\ a I I Soda 6
�4" I A I t o. �Ao.
-11 �, � r V �a FLOW
.I+--- Slam IP,I Are 0m n,
I-Z I 5 Street approach some I a Z t
• •'.'. �, I I I 2. R surfacing as mom line � ��. ao O 100
S J roadway as= v n --1 TANGENT PLAN mo• A _
i lit+.. a,. .
�T `�ISOMETRIC
'A �'.� •_ I ° I'R N VIEW 1=1 t I II h--I
I,'
A •�.v' Y •.' . ••.• '_ A A • �•.... _ .A. r • ° , i- Expansion Joint v a.: �r•wtwo Srd.CV3 CC If used. —111-
:.i ".i' .i , .A �,� ^. 4'If fro rMdmsm n1v o r,_.l
'•• ' �:.' • •' '• . •• '•' .•. ' °' 'i ' u -- Slde,••ol1 Area CLrD rq flair' to DI jlalf A! (WffNe 1CI 11 A� ff prCo111 with llrprtll IOA lrieg
..A; . A ••.A. _I ' - �- IWNA o• wlllaA dA/M thl I r Lem to dderloNr War rJrp mr ace as•erhq Its wire -Idfn d & raga from tramp l my 2w — — — — — — — — —_ I .
• . k'. • ':. •. 1 0. .�. '• ' .� I LLL... �� �6 p VEW" o 12/ Urine Cremsf or m1l In garief rill dralioNe wordrV Jrou No prwtdrd ty On siAlWod apprepalr III-1 I 1-1 I 1-1 I 1-1 I 1-111-111-1 I 1-1 I I
A: .• :�. ! ---- _• J The bottom of the curb and E iyd•C'C.? r'{ I /IdJARants shiftratercaad a rtvilmnn alq,e d 121. W
The bottom of iM curb and ------- E - I- N
guitar may M crostructed//. -- gazer may be constructed Main line roadway A _ _
parallel to 1M slops of sob- • • poranel to me slope of sub -
parallel ' �1r6----w��IIi f 1_-- POINT A SHOULD $E HIGHER THAN POINT B. f-•-I p L --J [IJJY Yar *---�- �' mistoblis cov� luclonD lofts tifq purred tars.
,uric. courses provided a Note, Width "H" 2'-0"or as a NtmM mydlfNCally with rrrp /lay W a• Wf^P pfN•
surface courses provided a shownon typical section. 7" I - 2'-0" YP M romp /lam /a xrcast,Mq mnf De Fi r
8' 2'-0" minimum depth of 7" is minimum depth of 7" is '" o / Provided P /r do,vfkx; .fO Ifafad/ridnp /lard
HALF PLAN s e ardrJ non to tvsi 7n Nan dlrr gamldf d a scoff ra,ry IAov.Prerwl COYreli snarl
T maintained. ►•oEPiln ro BE USED witplir I1tE EkrRwE DRAIN,4C�EUJA1' INSTALLATION ^
This area may lot concret maintained. U cr M CfofJ M.
a� This area ma be concrete SECTION A- A RAOI CA"M9 A'WIIUOOATE iRE TURNING W E--t 1�
r-� at /M option all 1M contractor at the option of the cant roCbr cc
nEOUIREJI£NrS Of- A"IICIPArro R£/Vy rn WX. 1 Ill ed lore re to tw No S r R pared I'C"* to offer along Afh littlest of law row E >-4-t
Y v
U This curb is b be used when I AAJf IC. llror, m'd JeydA d rd,no Ilan. Yfdm,m r'P',vNe hover t y,'. (FRONT ELEVATION)
design speed is 40 MPH or less This curb shall be used when design When comDirolion mountable curb and Buller n EgD-
4- on Rural highways and 45 WH or Note: Carp curb 8 gutter loving a radius speed is greater than 40 MPH on used, the Standard Entrance Gutters a Standard Note. Comb curb 8 gutter having a radius 'S A B BOrf o 12'eC Curb romp) rill De nw.E-PO ord 91as rr of fh A. compt urfn p.fCyf /r l/tdrarllt Cement ~� I �,7j
of 300'or less (aloe face of curb) sholl Gutter line Face of utter line /yfml.tsaNe Covfrcerlat Clxcr eta SldervR and E.pANd Oggr epuls sldewdl, aaryfeh In pone. Q r/�
less in developed urban Ei suburban of ,paid f less (along tome in ion sndl I Rural ped Urban
and S MPH in Commotion for Street Intersections die o have g Curb Curb df Side Street Slaps 12f 11odm of Ain(
Cur D/ar0 Oro prnr akps Inanrlllonf Od/acenf to aND ramrV are IreAMed In p,>, front \ O
developed Urban and Suburban the mountable curb configuration incrporaled. be paid for as radial combination Curb fi Marla line Roadway __ �m INa llsn my M for Ctn D/wrD aril pA/e•.
areas. bar paid for o: radial combination cub Si ganef.
CY)
'tN 1 .,- - - - - - - .oia_--•••nn^""" p'"If r cost In plats. vet v, used In cm/.,film W1th stondord CC ! rr CO r, Its Curb rw m Iris Standard It r l O
W areas. _ - - s - - - • o •�o-� to to od/ruted to -rich fro mxr,vout r%ob coilpxurta, f w
When this standard is to be Ded into existing This item may be precast or cast in place. When used in Cwlwcllw with Standard CG-3 Hi
� This Bern may M precast a cost in place. barrier curb, the transition is to be made within
10� or the change in standards made at regular or CG-7, Irx curb face on this Standard is to oe !0 Awrslds raAe y ddlral all a m/LaAxAr "'b Ramf.f die 10 to tatvraf °f Jhxrn on 1M I--7 ^g q SECTION IB B , pant r I dlteraf, q raw hf, fttr.
40DOeN to precast.
pass A3 it vet n lose, ^9 Concrete 0 if Class A3 if cast in place, as .Steil ro motto the• mountode curb configuration. o,o. UrztCUfrrclsl-s odR rGm arrl t/I r Itlad r/ey alp to raldod of LinJMlory Wier mar on aa�elJade raAr ■ wflNn Ile 1911 d-
p openings I p eJ a,
v 4p00 PSI d aseasr. PSI- coca d pcoast SECTION A -A umnJ d ape bd op/pr.gafe trdw urn porn rvn ndlrg all is"MI flue off nsiff d a WOI d o Npnrdy rainN oijeJ d rue lfW(dleJ) d rtelte• Jldewafr IS
milt))g,
facto Ira con M ona'0mW.Mred and P' of r nnerlJfrrll, by my tr ofrid roe West(ion Class as of Jh1vn on s e F�yl
rrea/nyvY W/err width d aJaeron r Jlde.vn aced ty r, saU wlln -frill n Irm,WJ, r ^f dlrerJsd fy Ifs E !n"o-. AA sfaidd ref De lavted Wind nihi JIm Ilse,. port 1 x
Jru. f 1uf Iran r f h ^svExrJflnq Llpn,cJs f, llrr Ndnorlt. ergo Inds, dc.wNl also diaA pacemsy. � ��
V SPECIFlCAT1iJN CURB RAMP;; ;NR w REFERENCE STANDARD CONNECTION FOR STREET INTERSECTIONS
II oN „ " SPECIFICATION 502 (PERSONS WITH MOBILITY IMPAIRMENTS)
� REFERENCE COMBINATION 6 CURB 8t GUTTER - COMBINATION 4 CURB 81 GUTTER REFERENCE
O a J - VIRGINIA DEPARTMENT 50i W
105 VIRGINIA DEPARTMENT VIRGINIA DEPARTMENT 105 "r
+� 502 of - 502 TRANSPORTATION 20J.09 fterlsed J 25 96 Va1CIMA DEPMfMCftl Or InA1tSPOftIAiION 504 1 4
C.) TRANSPORTATION TRANSPORTATION 2 0 3 .0 R L,''� �� P
CD 20L03 201.OA
Si t D C E---t
M.4CtMUM
m W
I IO I'. IZ
4" REINFORCED CONCRETE /ore
I"X4"X4'-8" SLATS, 2-FINISH NAIL AT _ I F "x " 1"7 1- E rs 5, T1- ,A,t4
iff
m TOP AND BOTTOM to 4" 6 BBASE (21- A STONE) III, THE F L-A f2 e D 511> t
Co ON5f TE TYFICAL PAVE1„IENT SECTION „ SHAL.LNoT C-XGeBpP IZ .
cal 2"X4 X4' BEAMS, TOE NAIL TO POST
m NOT TO SCALE WIDTH VARIES rU K95, IZA M P DE —CA I L—
WIRE MESH REINFORCING VD.O.T. SEE SITE PLAN
ROAD AND BRIDGE STANDARDS SECTION 301_04 2 1/4" = I' _
0 II
of 8� = to A A a
N1
Lit 6� �.: 411 A • .
ll " 4"ere' POSTS a ° d PAVEMENT
° ° eA
d 2' CURB CUT
CLASS CONCRETE 2" SM-12,5A SURFACE COURSE z„ �„ 41I o11
��oil
SE 21-A Ott SUBBASE VDOT STD. GR-21A 125„ 4'-m" _ _ A • 2'
_ _ _
Y COMPACTED SUBGRADE =I I I=I I I=I I I=1 I I=I I El I El I I=I I I=I I I= COMPACTED SUBGRADE NOTES; - I III III III III —III I —III— .4 R 2A d DATE: OCT. 1999
(COMPACTED TO 95io DENSITY AT OPTIMUM I=I I1_111=111=111=III-111=I11=111=I (COMPACTED TO 95io DENSITY
1. PRESERVATIVE STAIN ON ALL WOO
5TURE CONTENT, VDOT BTM-1 METHOD) AT OPTIMUM MOISTURE CONTENT COLOR TO MATCH THAT OF BLD — — — COMPACTED 5UBGRADE SCALE: AS SHOWN
m VDOT VTM-I METHOD) m m r m 030% DENSITY)
2. ADJOFININCs IF'RO RTNCE APPLICABLE. 1 0 �� I `� 414 m3, CL. I,
.*VDOT LLFACEPEC.
_ �� TYPE A DESIGNED BY: MSS
Cu G �•--� GRAVEL - III
cn
03. �Ae� 4 ="� U�f5TE � FAD PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6, SOIL TEST ��j� FENCE DETAIL I I CONGR T j I D W LK DETAIL
(NOT TO SCALE) OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED JOB N0. 2483
CD PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. F BOTH DUl" �PSTER ENCLOSURE 14ND PE�'Il„fETER FEN C� (NOT TO SCALE) T"'I'PE I SCUPPER DETAIL
X Dt- vmO NOT TO SCALE NOT TO SCALE SHEET 4 OF 4
SCUPPER(
m
CD
rn
rn
0
di
CQ
0
z
0,
3-1
U)
U
m
OD
CU
/
m
c
L
CD
C
CD
C
L1J
/
H
L
Y
c
m
CO
Q
CU
/
I
r
L
_.
GENERAL NOTES
MOT GENERAL NOTES
LEGEND
VICINITY MAP
t�
1
`
Z
EXISTING INTERMEDIATE CONTOUR -- -- ~ -- - - 332 - -- - --- `"" -
SCALE 1 "= 2000'
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR �`` "�
330 -e-
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
40
LU
detention basins during construction,
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
EX E/F
Z
2.
Measures to control erosion and siltation, including ponds serving as silt
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT - - --
- - - - ----
must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER = = = = -=x
G - =� = = =
CITY OF
Z
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
PROP C4G
WINCI-4ESTER
W
C\2
(VDOT) and Frederick County prior to construction in existing State right-of-way.
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
PROPOSED CURB AND GUTTER
`��
CO
`� 4
CG-6
TRANS, CG-6R
�
It
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
>
required under State law.
"A
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
January, 1994 (or latest Road &Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE ---
- fi u _
��
CO
0 CO CV
5.
The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held
edition of)
�
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
T
~I
-� o I
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
g g g Y Y
_
"
EX. 15 RCP
�/
/
~ > mt CQ
Z Lo
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER __ -
_�_ ________
O
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
15 RCP
W
the
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
i0.
6.
An approved set of plans and all applicable permits must be available at construction site. Also, a
land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
40 4 X
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniforms Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
(L
L 4) 4
E- i:-,
Control Devices ( MUTCD) .
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE _�
�- - ��_
- WESTVIEW BUSINESS
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
CENTRE ��.
_
8.
All unsuitable material shall be removed from the construction limits of the roadwaybefore placing
P g
PROPOSED ELECTRIC SERVICE
,Y r"�
0
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
ff .` s
0
o
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE - --
--------
0
o
than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner.
q P P P Y Y g g PP Y
inspection.
PROPOSED GAS LINE
0 0 � o ��
W�
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPERTY LINE �-
---
LL AiIQ
Airport o o
rport
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
p ^
in accordance with the Virginia Erosion &Sediment Control Handbook, Sec 3.02.
FLOW LINE. ». »•
<...►.... <•, <».
� a Victory Lane
4jr '
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The wipe shall
Furthermore, access to other properties affected by this project shall be maintained
�6
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
EXISTING FENCELINE
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
tom}
'P�y CJ I TE
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
�
J
and at the end of construction.
EXISTING TELEPHONE POLE
U
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed VDOT right -off -way are to have
EXISTING WATERLINE W/ TEE -
- --�- - ---
Independence Drive
U
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE W
w ' T' M
u
condition at all times.
zo
iu
14.
' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
-
cn
Q
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediate) brought to the attention of the engineer and VDOT. Work shall cease in that
Y g g
PROJECT INFORMA TION
U
UJ
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE -- ----
�--p ---�------a-w---
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
®
F.A.R. CALCULATIONS:
w
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER -
- ---®
PARCEL IDENTIFICATION NO. TAX MAP 64 ((A)) 159Q REQUIRED:
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER- -W
STREET ADDRESS: 10 TOTAL
0
Z
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROVIDED:
_O
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
zr
TOTAL AREA: 1.3400 ACRES 0.11 AC. BLDGA34 AC. = 0.13
~
Q
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 29� of optimum moisture for the full width
HANDICAP RAMP (CG-12)
.� ..��
PROJECT AREA I ACRE
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
- "
DISTURBED AREA: I ACRE GROSS FLOOR AREA
O
v
0
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
CG-12 A%OR JURISDICTIONAL
CURRENT ZONING: 1r1-1
result of his construction project within or contiguous to the existing right-of-way.
P l g g g Y•
Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to
g P PY P
STANDARD MP CONSTRUCTION
CURRENT USE: \,ACANT FABRICATION = 6,000 SF
final VDOT approval.
PARKING INDICATOR
=
PROPOSED ZONING: M-I OFFICE 1,500 SF
w
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
Al2
PROPOSED USE: GFFICE AND FABRICATION TOTAL = 1,500 SF
Q
r-
must be provided to Frederick County prior to issuance of grading and/or site development permits.
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
SIGNS: PLACED ON BUILDING
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
BUILDING SETBACKS: REQUIRED PROVIDED OUTDOOR LIGHTNING: PLACED ON BUILDING
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
HANDICAP PARKING
�
FRONT: 15, 95.4' OUTDOOR STORAGE: NONE PROPOSED
shall meet VDOT minimum design standards and is the developer's responsibility.
SIDE: 25' 25.4'
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
REAR: 25' 219.i'
in accordance with state law. In the event ravesites are discovered during construction, the owner and
g g
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
100
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
�°°� ^� �°
PARKING SETBACKS:
acceptance of work. Unit and total prices may be obscured.
FRONT: 25' 25.0'
21.
The contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering
P g Y Y g g
SIDE: 5 23S
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
}
REAR: 5' N/A
EXISTING STREET LIGHT
BUILDING HEIGHT
22.
Controlled fills shall be compacted to 959� of maximum density as determined by method A per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
MAXIMUM = 60'
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered
P PP Y Y g
account receivable basis.
PROPOSED STREET NAME SIGN
1
LANDSCAPE CALCULATIONS LANDSCAPED AREA:
professional engineer and results submitted to Frederick County prior to pavement construction. If a
T
1
INTERIOR REQUIRED: REQUIRED: 25io LOT AREA = 14,085 SF PROP. HEIGHT = 20'
geotechnical report has been prepared, it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Ramps shall be determined b VDOT Inspector.
P Y P
PROPOSED SANITARY LATERAL CLEANOUT
PROVIDED: 36,505 SF
1 SHADE TREE PER 10 SPACES
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE IDENTIFIER
OC
10 6PACES/10 SPACES = 1 TREE PARKING CALCULATIONS
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
REQUIRED:
GREEN AREA = OF PARKING LOT
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
I?
5io OF PARKING LOT = 346>i< OFFICE: I SPACE/250 SF
IN
in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition.
Y PP g Y
1,500 SF/250 SF = 6 SPACES
00
�
EASEMENT LINE - -
- - - - - -
INTERIOR PROVIDED: FABRICATION SHOP: 1 5PACE/EMPLOYEE
1 SHADE TREE 3 EMPLOYEE = 3 SPACE
E
UTILITY CONTA CTS
FIRE MARSHALL S NOTE
CENTERLINE
-
GREEN AREA = 352*
�
Water/Sewer: Frederick County Sanitation Authority
Fire lane markings and signage:
EXISTING SPOT ELEVATION
12,0
TOTAL REQUIRED ® 9 SPACES
W
p-
P.O. Box 1877
PROPOSED SPOT ELEVATION
5
X 12
PERIMETER REQUIRED:
PROVIDED:
F'
Z �
Winchester, VA. 22604
Any
No Parking signs and yellow painted curb locations will be installed
1 SHADE TREE PER 40' OF PARKING LOT
�
(540) 868-1061
b field inspection at the direction of the F'
y p ire Marshall's Office.
EXISTING TREE DRIP LINE -s . ._ ,,._ -. ^- ...�^ -�� -
PERIMETER = 165740' = 4 TREES 10 SPACES
w
W E-�
-
.,'-
, �, -.
PERIMETER REQUIRED = 4 TREES
HANDICAP SPACES REQUIRED:
x
Phone: Bell -Atlantic
P.O. Box 17398
;-,_ ,`
EXISTING TREE ��1rj1
_� >
��� ��
15 OAK 15 PINE
PER ADA = 1 SPACE
U
Baltimore, MD 21297
APPROVAL BLOCK
'
3 BARRIER BETWEEN R/W AND PARKING LOT HANDICAP SPACES PROVIDED:
<x
w w x
(301) 954-6282
PROPOSED TREE r OAK PINE
I SPACE
PERIMETER PR(.)VIDDED: (VAN ACCESSIBLE)
W
>
W
FJ
�
Power: Allegheny Power MISS UTILITY 1-800-257-7777
4 SHADE TREES
P.O. Box 1458
Hagerstown, MD 21741
APPROVED
BY THE ZONING ADMINISTRATOR (� ° �'
3' EVERGREEN HEDGE NOTE: ONE TRUCK DOCK PROVIDED
AND ONE DRIVE-IN DOOR PROVIDED.
� Q
U1 W
1-800-654-3317
�"�""
INSPECTIONS DEPARTMENT NOT
:
�1
Gas: Shenandoah Gas Co.
1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304,0
>
E-
0
P.O. Box 240 0
USE GROUP B (BUSINESS), 311.0 USE GROUP S (STORAGE) AND 313.0 MIX USES OF THE BOCA NATIONAL
Winchester, 22604
/
BUILDING CODE 1996, OTHER CODES THAT APPLY ARE CABO/ANSI All1.1-1992,
W
(540) 869-1111
SIGNATURE DATE
2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.DA,
3. USE GROUP B, CONSTRUCTION TYPE 2C,
FCSA CONSTRUCTION NOTES
TRIP GENERATION DATA
FREDERICK COUNTY COVER SHEET
TH 0
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
CLASS
USE
GROSS SF
NO. OF EMPLOYEES
TRIP RATE
VPD
eMICHAEL
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
CKLEYProject
Name:
Project Number:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
140
MANUFACTURING
1,500
1/24.39 SF
62,�
No.AUTHORITY'S
f f� fIf 2483
INSPECTOR.
cy4.
THE SANITATION
3.89/EMPLOYEE
15
�162
AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
SSIONAL
Magisterial District:
Date of Plan: (Month, Day, Year)
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
SNAUJNEE
DISTRICT OCTOBER 4, 1999
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
TOTAL
77
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
PROFESSIONAL SEAL & SIGNATURE
Owner:
Address, Including Zip Code & Telephone No.
P.O. BOX 2614
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
THE LOCATION
SHEET INDEX
SAMUEL T.
4 JOAN E. TRIPLETT WINCHESTER, VA 22604
OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
(540) 662 -1111
DATE:
OCT
4, 1999
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
DESIGNED
BY: M55
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No.
P.O. BOX 2614
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
1 COVER SHEET
IN THESE PLANS SHALL BE APPROVED BY
SAMUEL T.
& JOAN E. TRIPLETT WINCHESTER, VA 22604
CHECKED BY:
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
2 SITE PLAN
3 LANDSCAPE AND EROSION d SEDIMENT
THE ZONING ADMINISTRATOR PRIOR TO (540) 662-1111
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
CONTROL PLAN
CONSTRUCTION.
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
4 DETAILS
151 WINDY HILL LANE
JOB NO.
24&3
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
GREENWAT' ENGINEERING WINCHESTER, VA 22602
(540) 662-4185
SHEET
1
OF 4
r 4S.,
.�`.` � � ,`' �� •_a EY 40r, D,Rv E'Sr"'fT ( I i { tt
`LOT 6
-? 77'1 64-((,4)1=759N
/
ZONE: PI- I I� t�
2.5 t l
— — B�- ,9 USE: PRINTING ! ,� I
f — — — _ ! ( I N/F CPARLES R/CK&T5
TM 64-,4-159M �
LOT 5
215
ZONED: M-I
-- — — I I RF USE: INDUS TR/ 4L'
1, 4777..
SRL
r ,
s1 , Ja
t
i N/ - ;`GEOi;r-xE W. JR 4 X
► �` CAROLYN G. GLAIZE oil +
Fwy i � 1
I LOB' S ~�
TMj(o4-((A))-IE)W -
13400 AC
f ZONED: M-1(
' USE: VACANT , I
ttti t fl . t � s
NOTE: SOLID WASTE REMOV4L
IS THROUGH PRIVATE i I
DISPOSAL TO THE COUNTY + '
NIP i"J1 LANDFILL. IF A TRASH
F'[U P�IRTNERSf-!lP ,,RECEPTACLE ISfNEEDED IN 9 I I
{ (r TNE�--FUTURE,pSITE PLAN `�
I` 77-1 64-((4t,� .1,s9 R / f c
l D.B. 907 PG. 1766 REVIS70NYWILL BE REQUIRE /
USE: UUWOLESALE D/5T. i
1 '
1 1 !I r
V
l y
Nz
Ol
CV
CV
m
CD
av
3
a?
an
OD
R,
i
c-
(L)
CD
C
w
H
H
an
L
in
ro
m
N
r-,
Ll-
jo
0
IN V. = 685.08 'r
SERVICE I
BY CONTRACTOR 'I
MATCH EX. CURB :-x 9 S
VICTORY LANE RTE, 128
RIGHT-OF-WAY VARIES
550' 1550'
51GHT DIST
D.B. 56 1 PG. 52 1,46V TO RTE. 50
NO POSTED SPEED LIMIT INTERSECTION
N/F DE4R/NG BEvERA(sE
COM)-ANY, INC.
TM 64-A-60E
D.B.633 PCs.304
ZONED, M- I
USE: VAC,4NT
I I Ir,%vl i
Ir
U f NOTE: PROP. BLDG. PAD TO
BE SEEDED IMMEDIATELY
AFTER REACHING FINAL
GRADE. A SITE PLAN
/ REVISION WILL BE REQC(IRED /
/ PRIOR TO ANY DEVELOPMENT
IN THE BLDpFAD AREA.
i N/F BANDIT K,4RT5
LOT 7
TM 64--4459"0" J
D.B. 907 PGa 1766 -- b J
ZONED:.1.`a-f- — J ,
1..... U61NE55 t
j �# � I 1 I
PA i g/r
DOWNGAST
i /
LIG14TING (TYP.)
I 10' 'F, f .i 1,V4 z.E E'SM7 I '
77z
rf 70' 3..4N / +
a. 14 4
MATCH EX. CURB E,�€ /E'`iTl�'CE t.
F`Z EP
-100' TO INDEPENDENCE DR
RTE, 1092 INTERSECTION
NOTE: THERE ARE NO STEEP
SLOPES, WOODLANDS,
FLOODPLAINS, WETLANDS,
SINKHOLES, STREAMS,
DRAINAGE W,4 'S OR OTHER
SIGNIFICANT ENVIRONMENTAL
FEATURES ON THIS SITE,
NOTE:
I. FINAL LOCATION OF CG-12's TO BE
DETERMINED BY VDOT FIELD IN5PEGTOR.
2. ENTRANGE TO BE BUILT TO MEET OR
EXCEED VDOT CG-II STANDARDS.
3, EXTERIOR DOWNCAST LIGHTING TO BE
HUBBELL LIGHTING WALL MOUNTED
NRG-31X SERIES OR APPROVED EQUAL.
4. STORMWATER MANAGEMENT FOR THIS
51TE IS SERVED BY A SINGLE POND
PROPOSED UNDER ANOTHER SITE PLAN
(SEE BELOW). THE DESIGN OF THIS POND
ACCOUNTED FOR FULL DEVELOPMENT OF
TH15 LOT, THEREFORE, 5TORMWATER
MANAGEMENT IS SATISFIED FOR THIS
DEVELOPMENT.
NOTE:
THE BUILDING MOUNTED SIGN
AND ALL OTHER SIGNS SHALL
CONFORM TO THE
REQUIREMENTS FOUND IN THE
FREDERIC< COUNTY ZONING
ORD INANCE,
NOTE:
ALL PROPOSED UTILITIES
SHALL BE LOCATED
UNDERGROUND.
Z
W
W
Z
C3
Z
W
a
z
w
w
0
o +n
C\2 It
cc 00
a> 5 a7
cc
cc Lo
x Lo62
.d a'
O O
R,"'
. , Q) >C
V)w
A
�4 �-1
Q) O
O
w zn
:I
5 MICH?'I
AELL S. TICKLEY �y
�.� �EN9E--1 '
0 031162
�ssl
_ ONAL .
-
00
�
o
1-4
�
(8o _
y
E
-A
>
X�
m
�E-,
dw
LL
= I A
1
i f
H1
} O
.
I 1
�_.._
_ O ._.....
....... .- -+ _ ....._.....__ _1--_ _.. +_ _._ 2_
0
1.U,4TER
LINE PROFILE
z
w
cn
VERT.: 1°=5'
a
E>-
r�
12.0' 0 0' -12.D'
EX. RTE. 125 TAPER
mPVMT. SECT. X MILL 12"xl-1/2"
m TIE IN JOINT
VAR�iC16 -1
EXTEND 21-5
1' BEYOND EP/
BACK OF CURB
PROP, PVMT. SECTION
1-1/2" - SM-12SA
3" - BM-25.0
8" - 21-5
TYPICAL SECTION VICTORY LANE RTE, 728
NOT TO SCALE
DATE: OCT 4, 1999
SCALE: 1" = 30'
DESIGNED BY: MSS
JOB NO. 2483
_4
SHEET 2 OF 4
4�
ti
m
co
v
CU
o,
L
QJ
a)
C
O1
co
w
H co
L
m
C6
CD
v
01,
/
LL
.n
0
D
P•
ER06I0N/5EDIMENT CONTROL LEGEND
EROSION AND SEDIMENT CONTROL NARRATIVE:
NO.
KEY
SYMBOL DESCRIPTION
I TI
PROJECT DESCR P ON
Z
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
THE PROPERTY IS LOCATED IN THE WESTVIEW BUSINESS CENTRE, FREDERICK COUNTY, APPROXIMATELY 2.4 MILES
WEST OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE al. THE SITE AREA IS 134 ACRES OF WHICH
ui
1 f J
I '8�,I t ( I
35
#
SF-
O
— slLt FENCE
APPROXIMATELY 138 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE
CONSTRUCTION OF 1,500 SF OF OFFICE SPACE AND 6,000 SF OF WAREHOUSE SPACE WITH ONE LOADING DOCK AND
uj
STORM DRAIN INLET PROTECTION
AN AT GRADE GARAGE ENTRANCE INTO THE WAREHOUSE.
Z
\
1 1
I
TEMPORARY DIVERSION DIKE
EXISTING SITE CONDITIONS
3.I6
I
O
TEMPORARY PILL DIVERSION
THE SITE IS CURRENTLY VACANT AND CONSISTS OF OPEN GRASSED AREAS, SLOPES RANGE FROM I TO 0
Z
W
,✓'r
�.
' `r i' t
;
3.I21
DIVERSION
PERCENT THROUGHOUT THE PROPERTY. THE SITE IS ALONG A NATURAL DRAINAGE DIVIDE WHICH PRODUCES
THE NORTHERN TO THE SOUTHEASTERN AND SOUTHWESTERN AREAS OF THE SITE.co
0 Lo
RUNOFF FROM PORTION
co
C\2 't
4
' t
3.13
3.181
St
OP
O
�� TEMPORARY SEDIMENT TRAP
OUTLET PROTECTION
ADJACENT PROPERTI'
Q
a) 0
`r. C0 �
320
CD
' ' CHECK DAMS
THE SITE IS BOUNDED BY LIGHT INDUSTRIAL PROPERTY TO THE EAST, SOUTH AND WEST, AND VICTORY LANE TO
THE NORTH.
co Lo
333 !
O
---�--- SODDING
EROSION AND SEDIMENT CONTROL MEASURES
�
W
y Lo Chi
x Lo C\2
a)
J
0-0-0 TREE PRotEc7loN
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES
� ■ �
W
v o
1 \ I
LCG
LIMITS OF CLEARING < GRADING
SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH).
q
----
DRAINAGE DIVIDES
Lo W
ASS --------_...,.
�
1 �I
ESL402
Ib�
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED
WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN
14 DAYS AFTER START
STRUCTURAL MEASURES
A CONSTRUCTION ENTRANCE SHALL BE PROVIDED OVIDETO THE SITE FROM VICTORY LANE. RUNOFF FROM THE
ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE
i
0,
o
�� p �
CHECK DAMS SHALL BE INSTALLED AS A FIRST STEP MEASURE TO CONTROL RUNOFF FROM DISTURBED AREAStic
ABOVE THE CONTROLS.
o 0 �n
j(
D 6
r ~
'
I
SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE.
--'
VEGETATIVE MEASURES
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS
=
AFTER FINAL IS ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
w
GRADING REACHED ON
E
I I I
01
, i t 1
APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL
ZO
1 /
L
AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX «o) MONTHS.
z
TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH
W
AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
T A TO MACHINE -COMPACTED, SEEDED
ALL EARTH BERMS, , DIVERSIONS AND SEDIMENT TRAP EMBANKMEN S RE BE E
u
�
4
p
AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER.
- /r /
I / •`
/
MANAGEMENT STRATEGIES
CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS
O
U
/4'
POSSIBLE.
W
al
SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND
Q
cry
MULCHED IMMEDIATELY AFTER INSTALLATION.
_@
THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION
AND SEDIMENT CONTROL MEASURES.
H
1
W
1
w
AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED.
"�
}
DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL
MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE
MICHAEL S ICKLE
„d lb Z7 qg
-----"�"`--
i�
!
j _ __ w __ _ _
CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO
CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE
'� w
031 162
j i I
vESCH.
SjONAL
r
j j( !
a's /
IS►
I j f1 f I �I
MAINTENANCE
ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE.
ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL
11
BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND
%
� I
+
RESEEDED AS NEEDED.
TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY
f��_,,�•''
I \
I
3I I ,
� �
SPREADING ON SITE.
...-
s I
!
#
i(
GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY
SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED.
� •
(
� t
ICI �
PERMANENT STABILIZATION
00
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY
FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF
a/` c--.
" a T
f
f
g-
, , ,�; M1 _� � I
I !
11
t i ± I
� ✓
��
#
THE VESCH.
5TORM1114TER MANAGEMENT
THE SITE CURRENTLY DRAINS TO AN EXISTING STORMWATER MANAGEMENT POND LOCATED TO THE SOUTH BETWEEN
STORMWATER
�
(� z
Z O
U
(�
O
~
w p; -
`
LOTS 5 AND ro. THIS POND WAS DESIGNED FOR FULL DEVELOPMENT OF THIS PROPERTY.
MANAGEMENT IS SATISFIED FOR THIS PROJECT.
��l
w W O
! -�
f
i 6 -T
E °
�D
p q U
Cy
_`
SEEDING NOTES:
TOPSOIL SHALL BE SPREAD AT A DEPTH OF 411.
O
-,
> W
(�
—-�
-TA ., i 1
!
` '� j
cJE _ _ _ _ J i� 1
LL
1
�J a / fL
2• PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE
OF S2 LBS. PER 1000 SF. (2 TONS PER ACRE).
�+
w
'l'•
L
3. FERTILIZE WITH I0-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
4. SEED MIX SHALL CONSIST OF (off% KENTUCKY 31 TALL FESUE AND 33% SERICEA LESPEDEZA
W
`�,-.., ,' ,
I , i
. ..- "` %
,.,
APPLIED AT THE RATE OF 120 LBS, PER ACRE.
6
_
---�'�k�� _ I L,.
5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 2,a+a GALLONS PER ACRE.
73---
d
VICTORY RTC. 128 L� I
RIGHT-OF-WAY VARIES
_
- D.B. 561 PG. 52
;
_ w _
LANDSCAPE SCHEDULE:
NO POSTED SPEED LIMIT
#
ABR. QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) SPACING CONT. lm-YR. CANOPY
DATE:
OCT 4, 1999
AR 2 ACER RUBRUM RED MAPLE 2-1/2" CAL. AS SHOWN 545 200 SF
SCALE: 1" 30'
CF 3 CORNUS FLORIDA FLOWERING DOGWOOD 2-1/2" CAL. AS SHOWN 545 100 SF
=
TA 12 TAXUS CUSPIDATA JAPANESE YEW 3ro" HT. 3' O.C. 545 SCREENING
30 15 ,a 30 &,a
Tk� 1 5 5�4 T P O F EfR0510N AND 5 E D 1 I I E I T CON I fRO L 4N D LANDeCAf=ING ON L� I
DESIGNED BY: MSS
SCALE: 1" = 3O'
JOB
N0. 2483
[SHEET 3 OF 4
I
MIETER PDX on + CCArFP
trench width METER BOX (See Nate) METER BOX COVER ROCK CHECK DAM STONE CONSTRUCTION ENTRANCE � I
.• as uired 18 In. Did. Non -Traffic M32C-PW
Traffic A32HH - T SET TREE LEVEL AND PLUMB --STRAIGHTEN
6' dic. schedule 40 » I AFTER SETTLEMENT IF REQUIRED. SET TREE
steel pipe idled Witt? I3 24 in. Dia. Non -Traffic MC-30 (Frome) WITH RML-1-T (Top lid) WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED 2 ACRES OR LESS OF DRAINAGE AREA 10' MIN.
concrete and panted r> I
yellow Traffic MC-30 (Proms) wrTlt RML-12-T (Top lid) GRADE
7 s 7•
K• 21 Note: 1/2' thick polyethelene plastic 30' deep A EXISTING
(vertical crush strength shall exceed 3000 pounds)UINIENCASE WIRE AROUND TRUNCK IN BLACK PAVEMENT W
treated z'x 4" with 1 RUBBER NOSE. SECURE AT HEIGHT ABOVE W
18, dia. '=t' y I'-6�'J op pan ue FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE 3'concrete '' 3jr ^{ meter coveencasement set2" atxove , REMOVE TOP 1/3 OF BURLAP AND CUT ROPE3concete pad 1'-6` sq. x 6' deep— fin.grade priorvaries as required tosoddin 18'AND/OR REMOVE WIRE BASKET FROM BALL OUNTABLE
9 FILTER CLOT "thrust block BOLLARD DETAIL corporation Y WIRE '12 GAUGE (OPTONconcrete -1 FILTER O70!m6w-
1RALL)T 6 MIN BERM !OPTIONAL)
A
� 11S"-21' ter by F.C.S
SIDE ELEVATION Z
stopbedding
3 ng box I I� box (DOWNSTREAM VIEW)
surrounding box
le check volve T W C\2
- --------- ( � EXISTING ,
36"min. with drain valve 2" DOUBLE SHREDDED HARDWOOD O 10 MIN. O to
direction of setting to be approved prior to installation screw __ ___-_ 8•min. I ID CO CO
u C\2
,. B WASHRACK
adJustbo valve � 36' mk Ix"'er 3" SOIL SAUCER 10' MIN. C\2
tubing, continuous _ VDOT 01 !OPTIONAL) I
os roQTlnlA- concrete pad 1-6' sq. x 6' deep without blots from
water fo aft. -III_ =I . 3 STAKES COARSE AGGREGATE .� ap
main meter
I»-.--M----- main 6• stone bedding —
CD to
{ locator peg valve meougged —I I II I' — BACKFILL
`2" min. - 6" mcx. to man METER SETTING PARTS transition to meter — EXISTI
fine meter yoke mqe check expansion setting as regtAred — — — ?/ I2' MIN, PAVEMENT O
—a�rA9 - size toe yak° I wive vdve wheel cu k gutter .-t
- I I=III—III—III— LIGHTLY COMPACTED SETTLING MOUND FLOW 3'
5/8"e3/4 Y502 8A94-223W HHG194-3237D-G EC-23 -III—I i I —I (I —I I
screw type •!' - 1" 3/4• Y504 8�94-344W HF1CA94-323TD-C EC-23 _ _ -
SUBGRADE x
stone to De minimum .
it t
POSITIVE DRAINAGE W
oil' o lets I ,::::'.;. ID' MIN.
d &194-444W - - W
Of 6' above t Of base 1' 1' Y504 FiHCA94 444TD-G EC 4 _ - $1 •0
top VDOT "I COURSE
rohe box - - - O
I - TO S T ED MEN
rn
r
-- O
c--- A
B
�t
7a•.
G AGGRE TE Q)
TYPICAL -
I A .� C PLANTING
P L P Cx DETA
IL
EVERGREEN DE L E S I VI W VER REE REE NG c 1
TRAPP DEVICE
to
t - _
locator skksvrolk::_:-: T
peg INSTMIATION NOTES: I
thrust 18' to 24' 1. Exact location of meter box assembly r' (NOT TO SCALE) •MUST EXTEND FULL WIDTH OF r rip. X
block to be approved prior to installation. INGRESS AND EGRESS OPERATION r"e9°I'9s 8'x 8'x 16' aofd 6kxk :`; ,,�,.... PLAN VIEW
E UJ ~
2. Water service crossing street shall be , ,
(fa „area ,rand larger) g 2-10 ACRES OF DRAINAGE AREA
.,t;.; _: �i,�'• k ; . encased in 2" did. SCH40 PVC or M i : _ _ _ K:::;;;- ` : 3
SDR21 piping. The piping shop run from copper-`'
3/4' type K „ _ _ •„
y y'.•` .,..r, one foot beyond sidewalk, across the
copper for
..t: ;M1:SrI%{i:.I^•;j'% street, to one foot beyond sidewalk single meter _:;;::_::;;;::;";;;;;:;;;::;
•r'�,;vri. mechanical Joint installation 1 x3/4" wye RUBBER HOSE
swivel tee with DUAL METER INSTALLATION " 12' MIN.
- 6' branch 5/8", 3/4" & t" METER INSTALLATION GUY WIRE h2 GAUCsE 3 �
GATE VALVE Figure 5 TURNBUCKLE tz0
FIRE HYDRANT ASSEMBLY Figure 8 AMENDMENT NO. 2 - APRIL 1997 FILTER CLOTH " D
Figure 9 AMENDMENT NO. 3 - OCTOBER 1998 (OPTIONAL) II I 3 MIN. o W
TREE WRAP WITH 50ry OVERLAP �
sox M I sav Ja 1plpDr D FLAGGING TAPE ON EACH WIRE (DOWNSTREAM VIEW)
e .'%�° saR 2f ete� FILTER CLOT SECTION A -A
y'°'t sort 2" DOUBLE SHREDDED HARDWOOD
`.' DI 15' Dead S adapts
Y" 2'
MULCH/3" SAUCER PLACE TOP 1/8"OF
' looarrp.p ROOTBALL ABOVE FINISH GRADE
cast iron cleanout cap with brass plug I- ';:,". :l - _kS. COARSE
h
IL ha a countersunk are head a v`; . '•^ . ev"rc ..:, �.
vv�..++gg square 3 STAKES COARSE AGGREGATE
��; Panell0 Model PA4SV-CSK (4") + v - •. '� :1' • ,.
• !:. t. Panetta Modal PAISV-051( (6`) `{ ;,. �� .n • BACKFILL .. ' •. = - .:
fMlehsd ode ''`" • r,�,a,,,,n I —I —I I I —_- � •" , v "
ROOTBALL-REMOVE TOP 1/3 OF FLOW 3' Z
-
-•I M B•x,• pa xff:tq. J I 1=1 I I I I � BURLAP AND CUT ROPE AND/OR � o
REMOVE WIRE BASKET FROM BALL
L square concrete add Dad �� De. � ,,�=1 I I=1 I = —_ I I _--
_ V1
20-x 20-x 12" deep :-. III=III=— I=1 11= CLASS I RIPRAP
LKsHTLY COMPACTED SETTLINGS MOUND REINFORCED CONCRE SECTION B-B DRAIN SPACE I-t
I y cti?
I ,j property —III—III—I I —III —III —III— — — w I aggregate base u' the I I-1 I —I I I —I I I —I I I —I 1 1I-
I (depth 3") r � ESD-320-i E9D-302 ry
deonou pipe -.-__._... I Ie" 4" VARIESL4" W
SILT FENCE INSTALLATION
Weis "°I i •M• ndx n I. SET THE STAKES 2. EXCAVATE A 4" x 4" TRENCH
I ca.e TYPICAL PLANTING DETAIL-- TREES OVER 1-1/2 CALIPER UPSLOPE ALONG; THE LINE OF STAKES.
wye --45' bend
\. TFEEI (NOT TO SCALE)
hY.•+•%-,:":_y".i`� .r..': :5.:.:;.:0." . .. a, r ,`'.a •.'. t. ... wF,Rj�% '�i: r ,
•',— 6' stone bedding r
J� _ II II
top
6 o I' ow
NOTE where leayth of esr " lateral to exceeds 75' tcp a pa•stW P•Arr
a deanout assembly shall be furnished at the s ` 4- 00 d Zqp�
properly line. m Pyai
F
z T$
t �t 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE
TO STAKES AND EXTEND IT EXCAVATED SOIL. «tkkk
SEWER CLEANOUT CC.-1 ►opt MD M N datvn - INTO THE TRENCH.
MICHA�� KLEY
Figure 17 il
GRAVITY SEWER SERVICE LATERAL Vy
to 0 d this rt✓of r Pyey' the L
J O Prmltaode re•vfrat• of fun feloN CC II - o �v� (y
w,t ctiwrrhdrw .A+fr -t•r• •tarrwd•. LIC NS NO.
Figure 15 _ I� - - -__- lzcc I — �� 031162
Irte CC IP_ - - - _ _ 1 av,t rV Ne — — '
'r T Pay tire C012 Vor,wldth Sldrwall Car I%' Var.1"Yin o '(�T
/ 1 I v O' Sldlwotl Span ost I I t I I I ��v(�
1•or. w,dfA ONAL
jjldtwdl Or �Vdr.4 mirk Construction dal,
S"Z911
IrPICAC AtrEnNAIE RADIAL P1Ax
1 (� I fOR USE AV Ar`PIfrARIE STREEr _
•�Ird Cacrdt f fl Trtp Traffic M/Iclpofed f
c c — rJ 0 Zcc CONNECTIONS MO COVIfERCIAL •Flan Con-nodalEntrance
[GO-6 � \ Rodlal combination -- CG -" RADIAL PLAN covornl'%y• CxrxA+res. �
,ire SIoNwO (CIJ sttoM2UJA7 SHEET FLOW INSTALLATION
curb and gutter
\\\ A / (PERSPECTIVE VIEW)
-1 — Yq
I /
An' `
/ A
wRadius to be as 9 Ic o1 lanvoR d %` b f3 ✓� o^^oo° ^
shown on plans Inn 1 Sldtwv I '.,Lpr'. > b d r..^fib^• ^^• o^
\ u 1 1 Dace 6• � �q.'a � ••♦ ^Q^ oe 00^••
• oe
V.�4•-..J �. FLOW
II I •R r' S' Street a a Slq,t IPV uorinvm
approach same
r'R surfacing as main line 1
WIN
T . 6. roadway m A�--1 TANGENT PLAN 6'V' A (00
:.,.. I w �� ISOMETRIC
A D e: 1 1„ l------- n
t•:1• l„R a VIEW ll E'-f
•.' •.:i• - .r • - . Expansion Joint I I -I I- 1--1
• i. • o ° • r wteve Srd.CG 3 CC 14t ureC. t 0
.A .. �' - c • .. i� NOICSSy k C —11
.� ! s: i - SlOewyle Area f herIry I dN0.lr fTwornl r •rofll wt tn,IlPr HI tool IN rot
1° A. ..• •. .'. i' • � , is , o a I'�! U fro MNmttm a wldln rd liar Ira •• �.•. - r .•_ •. A' ^. _� t v Iwhn r wlltpA dA/K tlfllpl acNrvs a l2/Hale affect r cast olo M tan A l rN1 f loll Al ! rrp I why I I — — — — — — — — ' I
. .. . '•. let _ _ _ _ _
'.'..' - .. A .. • ...� . r �: ' •: .. ... ! T Il CH rq air act axe-/ ire Mlr d roe
• • .. • ..' ' A. .�. .. .. ' .: 5 I Mall. Tie d✓a odt word,q staff to Pral4td ty on ta0osed ogptspoq -1 1 1— — — — — —
.. ..•, . • , . • ., ..:A
• ,. - The bottom of the curb and Still. t -' - 1' ! IN,h nary ,tall to exceed o mrd,rann ,Ikr(e d Ito.
:. ' , m
..,, . 1 E .. I I...I I I... I I..I...I
'?..: •,' .' The bottom of the curb and ';------------- Main line roadway A� -s— p. 6 I I I I ,I
i
.. A' y .��� gutter moy be constructed kn _tf3Jy, oar. _ — - Flared fides d MD rd to �� POINT A SHOULD BE HIGHER THAN PONT B. W E-
-• gutter may be constructed
parallel to the slope of sub- parallel to the slope of sub- Not., Width "B" 2'-0"or Da "t--�y/-'7 t nif poured tRxdlMCpliy wnA romp Ilea W I
surface coupes provided o surface courses provided a shown on typical section. w t----s-j. _ ! m'1fo �1 taUlr keffort /dr1 with f.gufr ed Mrs. W
7" �i - 2' 0" .mum depth of 7" is G h- —fl x r0 flan If tcnsl,Mu fats! to pro lded far ob.-d Dara aV Ihtf edi dd flared E- `�iJ
1�6" I 2'-0' minimum depth of 7" is min t�
atdcl nyn M coffin Prot. filer t-7 HALF PLAN s" o—�---�- hrlaf! A-f• da�ktdYd pekaotlrnrryrku.Pra[Yut�r;9„ro„ DRAINAGEUJAI' INSTALLATION rG-'
an
u u R RADII
CA" TO N- USED WHEMi IIr i Ek/RANCE
RApICANtNT ACCOu1tp0AIE Tiff IURxINC
maintain. SECTION A -A REouwEuENrs ar AxIICrPnrED NEurr T/II,CA. ""gul's4 hie re to re xas x lrP" I'c*v* to center altrq Dorn tide, of Ile fear (FRONT ELEVATION)
T This area any W concret This area may De Concrete
of the option of the contraUor at the option of the coot ration 1IMr/ 1C. floor. alit derin d fa"10 floor, ltlrlm,m concrete cwd I %I',
,�
Y E9D-305
Curb r wtl
(, This curb is to be used when I This eve shall be used when design When carnDsation mcntabk cub and gutter a 13 A g nail o IZcc C D ompl 1 to neallnN oN Ivrd Ir d th rarlrkxi txVllrinf Iv lljdrovtic C.reN
- design speed is 40 MPH or less seed is realer than 40 MPHm used, the Standard Entrance Gutters a Standard Note Comb curb 9 gutter having a radius Face of utter line Prmf7,aIV Cotrfnc�r/o, Cbfvde Sfdtwvll oN E.laWd appretfule sldawdl, r1
-t-t on Rural highways and 45 MPH or Note: Coate curb a gutter having a roasts p 9 I--1
4J less in developed and 45 suburban of 3w- less (along tote of curb) shill I Rural highways and 45 MPH in Comeclion for Street Intersections are to have of 300'or less (olDN face of curb) shall Gutter line Curb Of Side Street
taoayvet. n pee.
rban Ek
Curb -Strot 1tllfo•tnarm Alf! �l-v
me mountable tine configuration incorporated. be paid for as radial combination curb 9 Main line Roadway Curb-bl ,b Ili
P ,kpa Ironsl0au oil/Deal to txnD ro„yu art IrcM1.ded In pvl+rerl V) '�
be paid far as radial combination clrb 9 developed Urban and Suburban gutter -� INa !lens say N far run D/arD oN pAlr. r r , O
areas. quH•r. areas.
^'m - p'"If r tort In plate, what used In cm wUlm wIfh Standard '� l�l
ing
pl i d CG 1 a CU I, Ile nnD /ace m U/f Slordord t, 1
CT)When this standard,the n ti De to into de with This item may be precast or cast in place. When used in canlunctwn with Standard CG- 3 to be odl"aaf to mdch fry rnaj,,ade MD Cyrllpnurlo,
This aeon may b,. precast a oval in place. Dpn.N curb, the transition is to be mode within
10'or the change in standards made at regular or CG-7, Ine curb face on this Standora is to be SECTION B-B III Acos,lbfe raAt y de lre4 as o tvrl,luW QnD namM at to to "xVW of 7Mrn on tie flan, r as of, ailed M E rner.
`-' Concrete la be Class A3 i1 cast in place, adjusted to match the mountable curb conk uta"on. vr%"fKfod.l uDfe.11rm and ,llp rntsiod f fn I H
fonereto to be Class A3 if cost in place, openings- PSI - d000 tI precast SECTION A-Q g IW art to to pafoc"I of Blau wfyr men an ocrasfads rose w$ if, Iry rlpll d
I/m!!f d CA/xued ppprtlgole sldw.yll torn etrsaecflnp all atnfllNt Nt s•I, d o way' d d Nprway TO[lllA' Creufea d MD repU/Otesf d ►fetter ,IOMdtt If edfOfq,
�r �re�, ter m h lyvoocfed.rfred end aaxund d ft"4,Irry,Thry, troy M drfATros nedtsfrlon crosswollf of 7hwn rt dons
4000 PSI H precast. ,tvoce /J toff Iton l c unfiroc/t!lylsv„ru rNn Mwilly In�l'Morli r as dlrou,4 Ito Crpinoo'.aA,hxdd rtI be fanfed beftro vdlrJt ,lop flnes. •
Tutor v w t vI nil ,rdekntn r arde.wcR rtyy
Mx
[.r,tlnq rrpn pJa r. fir A her, onto. ar qo rr✓Ns, Nat. whit of so t+r.n ya„ro r.
.--t ch
SPECIFICATION sl Cliff S A lot
V REFERENCE STANDARD CONNECTION FOR STREET INTERSECTIONS CURB RAMP xt11111 MCI
" sPEaFlcan°" (PERSONS WITH MOBILITY IMPAIRMENTS) w W
REFERENCE" COMBINATION 6" CURB 8l GUTTER COMBINATION 4 CURB 8l GUTTER REFERENCCE 702 VIRGINIA DEPARTMENT
VIRGINIA DEPARTMENT 105 s 502
� 105 VIRGINIA DEPARTMENT I o/ 502 TRANSPORTATION 203.09 Revised 3-25-96 VIRGINIA DEPARIMENI Or IRRISPORIAIIoN S01
U 502 TRANS ORTATION 20103 20t0A TRANSORTATION 203.013
M w
M.4CIMUM W �
I 10 I'. I�
4" REINFORCED CONCRETE
3000 PSI
I"X4"X4'-8" SLATS, 2-FN15H NAIL AT I F "x " 15 t E �i 5 TH,•,t4
�P THETFL-Al2CD SfDt;
ONE f �"�I'' f CAS PA�E1N� SECTION TOP ` BOTTo� Ott SUBBASE (21-A STONE) SHALL-NoT EXC�Ep 12
2"X4"X4' BEAMS, TOE NAIL TO POST
NOT TO SCALE WIDTH VARIES
CD GU I+Zi3 RA tut P DE—iA I L
CU WIRE MESH REINFORGINC� YD.O.T. \ __7
SEE SITE PLAN
ROAD AND BRIDGE STANDARDS SECTION 301-04 v ao i/4" I —
C S
w 6 4"XS' POSTS �t ° a • " a PAVEMENT
11 .: _ ..:.. , ...; 4 ° a . • <• .a • 2' CURB CUT
CLASS CONCRETE 2" SM-12SA SURFACE COURSE s II
.. 4 0
���\ ����\��\���.�\��\�����\�� \��\��\�. ASE 21-A �o" SUBBASE VDOT STD. GR-21A 125" 4'"m" C -. • R=2a: 2
—IIII IIIII II IIII I I- ° DATE: OCT. 1999
Y COMPACTED suBGRADE �I I II II I II II 111 II 111 II I II II I I1 II I II 11 I II III I I� COMPACTED SUBCRADE NOT>=s: _ a
(COMPACTED TO 95ia DENSITY AT OPTIMUM (COMPACTED TO 95ro DENSITY 1. PRESERVATIVE STAIN ON ALL WOO `^ — —IIIIII—III I IIIIIIIIII-I
STURE CONTENT, VDOT BTM-1 METHOD) AT OPTIMUM MOISTURE CONTENT COLOR To MATCH THAT OF BLD COMPACTED SUBGRADE
VDOT VTM-1 METHOD) r (90% DENSITY) SCALE: AS SHOWN
m 2. FINISHED SIDE OF FENCE ALL FACE m p VDOT SPEC.
� ADJOINING PROPERT APPLICABLE. - o 414.03, CL. I,
TYPE A DESIGNED BY: MSS
� � � 5 � � U � � � T E � FA
� COMPACTED GRAVEL * I /"� III
CD I PAVEMENT DESICxN BASED ON A SUE3GRAADE CBR DE516N VALUE OF 6. SOIL TEST WOOD FENCE DETAIL C OI � C; RE T E e (D E UJA L < DETAIL
(NOT TO SCALE) OF THE SU5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED JOB N0. 2483
CD PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. F BOTH DUi" E61ER ENCLOSURE AND PERIMETER FEN C� (NOT TO SCALE) TYPE I SCUPPER DETAIL
Dt- vmt2 NOT TO SCALE NOT TO SCALE SHEET 4 OF 4
SCUPPERI
X