HomeMy WebLinkAbout62-99 ZM Sheetmetal, Inc. - Gainesboro - Backfile (2)CENERA L NO TES
MOT CENERAL NOTES
LECEND
VICINITY MAP
EXISTING INTERMEDIATE CONTGU;�-��
33
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
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County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
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and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
EX E/P
1A
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 C&G
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 C&G
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(VDOT) and Frederick County prior to construction in existing State right -of -way.
PROPOSED CURB AND GUTTER
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V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6
CG-6R
CO
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
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required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
EXISTING TELEPHONE LINE
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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 & Bridge Specifications, Section 104.04-C.
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
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(VDOT) to determine if and where guard rail and/or 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
STONEWALL
DIS CT LINE
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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
FWT
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
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V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
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representative of the developer must be available at all times.
EXISTING SANITARY SEWER
SHEET INDEX
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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
LO
ED �%4
Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
C 0 VER SffEE T
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
2
SITE PLAN
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
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any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
3
SANITARY SEFER & HATERLINE PROFILES
.5 0
A
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
by Greenway Engineering by the
inspection.
4
EROSION & SEDIMENT CONTROL & LAWS(APE PLA N
4
OD
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than 6 will require revised pavement section prepared and approved owner.
PROPOSED GAS LINE
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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
5
SANITARY SUER,, XATERLINE & SITE DETAILS
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
in accordance with the Virginia Erosion & Sediment Control Handboo , See 3.02.
'other
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 properties affected by this project shall be maintained
DDO
1-1t 1'""CT INFORMA TION
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be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE
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12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
V9.
EXISTING POWER POLE
PP
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PARCEL IDENTIFICATION NO, LOT 9 STONEWALL INDUSTRIAL PARK
one litter receptacle shall be provided at the construction site.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
TP
STREET ADDRESS: 260 LENOIR DRIVE
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and at the end of construction.
EXISTING TELEPHONE POLE
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
TOTAL AREA: 5.00 AC
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V1 0.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
DISTURBED AREA, 3.5 A C
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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
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CURRENT ZONING: M-1
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condition at all times.
CURRENT USEt MANUFACTURING (ON DEMAND & DELIVERY)
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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
PROPOSED FIRE HYDRANT
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PROPOSED ZONING, M-1
PROPOSED USE: MANUFACTURING (ON DEMAND & DELIVERY)
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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
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sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
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MAXIMUM PROPOSED
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PARKING CALCULATIONS
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
VI 2.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
(D WM
BUILDING HEIGHT,
60 FEET 35 FEET
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standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
PROVIDED, 90 SPACES
REQUIRED REQUIRED, 3/4 EMPLOYEES (MANUFACTURE)
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
Vl 3.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
BUILDING SETBACKS: FRONT: 75 FEET 120 TOTAL EMPLOYEES
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
SIDE: 25 FEET MIN, REQUIRED H,C. SPACES = 4
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
REAR: 25 FEET
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utility verification and the proposed construction.
VEHICLES PER DAY COUNT
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
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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
PROPOSED MET NAME SIGN
REQUIRED
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result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PROPOSED SANITARY LATERAL CLEANOUT
PARKING SETBACKS: FRONT: 25 FEET LOADING CALCULATIONS
(IN
ON
C)
final VDOT approval.
SIDE: 5 FEET PROVIDED: 6 SPACES
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
REAR: 5 FEET REQUIRED, 4 SPACES
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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
SANITARY MANHOLE IDENTIFIER
(1/40,000 SF (MANUFACTURE))
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and further where determined necessary by VDOT Inspector.
LANDSCAPE TABULATIONS
F.A.R. CALCULATIONS
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER
project. The relocation should be done prior to construction.
VI 5.
The installation of any entrances and mailboxes within any dedicated street right-of-way
SITE AREN
5.00 ACRES
shall meet VDOT minimum design standards and is the developer's responsibility.
REQD OPEN SPACE1
54,450 SF (25%) PROPOSED PHASE: FAR BLDG, AREA
20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
EASEMENT LINE
IMPERVIOUS AREA:
3.67 AC (160,570 SF) EXISTING: 0.21 44,810 SF
in accordance with state law. In the event grave sites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERLINE
PARKING:
PROPOSED: 0.09 20,425 SF
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
12.0
PAVED:
79,010 SF
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
GRAVEL:
16,325 SF FINAL FAR: ..-0.30 SF
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
+
BUILDING:
T65,2-35
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
VI 7.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
7153
EXISTINGi
44,810 SF
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
EXISTING TREE DRIP LINE
PROPOSED:
20,425 SF
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
LANDSCAPE OPEN SPACE:
57,230 SF (26.3%)
professional engineer and results submitted to Frederick County prior to pavement construction. If a
VI 8.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
PLANTING REQUIREMENTS
geotechnical report has been prepared, it should supersede the requirements in this note.
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
PARKING PERIMETER: ITREE/40 LF
PROPOSED PERIMETER LENr_-3TH: 675 LF
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
TREES REQUIRED1
17 TREES
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
INTERIOR PARKING LOT:
EXISTING PARKING AREA
(NONE REQUIRED)
UTILITY CONTA CIL)
FIRE MARSHALL'S NOTE
TOTAL REQUIRED TREES:
17 TREES
Water/Sewer: Frederick County Sanitation Authority
Fire lane markings and signage:
TOTAL PROVIDED TREES:
17 TREES
P.O. Box 1877
Winchester, VA. 22604
Any
"No Parking" signs and yellow painted curb locations will be installed
(540) 868-1061
by field inspection at the direction of the Fire Marshall's Office.
J E- Q
Phone: Bell -Atlantic
ENVIRONMENTAL FEATURES
Box
PERCENT
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APPROVING AUTHORITY
P.O. 17398
Baltimore, MD 21297
FEATURE DISTURBED
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(301) 954-6282
APPROVED BY THE ZONING ADMINISTRATOR
FLOODPLAINS 0
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Power: Allegheny Power MISS UTILITY 1-800-257-7777
LAKES & PONDS 0
0
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0
P.O. Box 1458
Hagerstown, MD 21741
WETLANDS >1AC
SINKHOLES 0
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12.
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1-800-654-3317
NATURAL S.W, 0
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ZONING ADMINISTRATOR
DATE
DETENTION AREAS
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Gas: Shenandoah Gas Co.
FREDERICK COUNTY, VIRGINIA
STEEP SLOPES 0
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P.O. Box 2400
Winchester, VA 22604
THIS SITE PLAN SHALL BE VALID FOR FIVE YEARS
FROM THE DATE OF APPROVAL
>15%
w ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
(540) 869-1111
1
WOODLANDS 0
MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
FCSA CONSrPDUCTION NOTES
11�
MA
TRIP CENERA TION DAIA
CO VER SHEET
DID F--.,
2
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.
N
CLASS
USE
UNITS
# OFEMPLOYEES
TRIP RATE
VPD
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
MARK D. SMITH
Project NQmei
Project Numberl
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
140
MANUFACTURE
(P.161)
PER EMPLOYEE
120
2.10
252
No,,022837
ZM SHEETMETAL,
INC
AUTHORITY'S INSPECTOR.
DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
4. THE SANITATION AUTHORITY MAINTENANCE
L
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
TOTAL TRIPS
252
GAINESBORO DISTRICT
11-12-99
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 DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
Owner:
Address, Including Zip Code & Telephone No,
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
PROFESSIONAL SEAL & SIGNATURE
ZM SHEETMETAL,
I N C.
260 LENOIR DRIVE
WINCHESTER , VA 22602
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
PHONE: 667-0084
DATE:
NOVEMBER 1999
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
Developer: Address, Including Zip Code & Telephone No,
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE
DESIGNED
BY: DLF
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
IN THESE PLANS SHALL BE APPROVED BY
SAME AS
ABOVE
SAME AS ABOVE
THE ZONING ADMINISTRATOR PRIOR TO
CHECKED BY:
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
Engineer Certifying Mani
Address, Including Zip Code & Telephone No,
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
FILE
NO.
0053
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY 19 TO MEET ASSE STANDARD No. 1015 OR 1013.
GREENWAY ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VIRGINIA 22602
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
ESHEET
1 OF 5
PHONE: (540) 662-4185
EX. SANITARY M.H. 136'-SDR 35 SAN SEW @ 0.50%
M M*
SANITARY M.H.
EX. 8" SDR-35 A�p
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24'
11f -7
3
3 3
EX. 6* SDR-35
WATERLINE & FIRE HYDRANT TO BE RE -INSTALLED
BENEATH SANITARY SEWER LINE TO INSURE MINIMUM
CLEARANCE OF 18 INCHES.
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ZONED: MI
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25'-15" CMP a 1.0%
LEVEL SPREADER
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(5EE DETAIL 3�21 ON SHEET 4)
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MIN. 350' O�
�jv/ t SIGHT DISTANCE 211'- SDR-35 SAN SEW 0 0.50% Lu LENOIR DRIVE 60' P
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SANITARY M.H. 5- F5
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CG-6 CD
15 See Entrance 12� E.Ndsting
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15q.3' CLEANOUT CLE NOUT ��SA�.\LATERAL
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DB 4&316
Si%iT OISTANCE
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BREAK-APZA--,, fit/ TIE SERVICE LINE INTO EX. BUILDING SYSTEM 4 P�OP. E.P.
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AREA
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FORK�LIFT MATERIAL ENTRANCE
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N.: ZONED: MI
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_j USE: MANUFAGTURIN6 -120
MENT T.M. 43
PAVE EX. SANI �Y\�ATER
2 4,"
PF . 1P EX.GU 6UTTER. TO BE REMOVED
�-72. 4 �. I I-
45. D5 502/1(95
-7235 V f3E MILLED/5GARIFIED AND OVERLAIN
EX -1205 (AREA
R=40' I AT THE IREGTION OF THE VDOT IN5PEGTOR)
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-EAVY VEMENT TION X. -71J("
4-720
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4"STR4PIN .24' IN A
151-5" DIP a HIR.: 110%
EX-1150'
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MARK D. SMITH
No 022837
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DATE: NOVEMBER 1999
SCALE: - I"=30'
DESIGNED BY: DLF
JOB NO. 0053
SHEET 20E-5
NOTE,
THE \.VOT PLAN C-RADE ON TH15 PORTION
OF ROUTE F-152 (LENOIR DRI\/E) 15+/--
0-23% 0.20%
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(9,"-t6iViCE AND WATER SERVICt-11NES TO -x
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MIN. 350' SDR-35 SAN SEW 0 0.50%
SIGH
EX. SANITARY M-H- 1,36'-SDR 35 SAN SEW 0 0.50% SANITARY M.H. T ISTANCE SANITARY M.H.
EX 8' SDR 35
.............
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EX 6' SDR-35
WATERLINE FIRE HYDRANT TO BE RE -INSTALLED
BENEATH SANITARY SEWER LINE TO INSURE MINIMUM
CLEARANCE OF 18 INCHES.
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ANITARY SEWER LATERAL p�[
4' SDR-21 S 1" WATER 111 "ARTUENT REOUIREMENTS)
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MA16�'�NL ENTRANCE
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TIE SERVICE LINE INTO EX. BUILDING SYSTEM
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WELL TO BE CAPPEDJ:::::�
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EXI-5-IN& BL17)6,
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PROP. DOv_lKs
ell
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(AREA 0 BE HILLED/SGARIFIED AM
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SOURCE: Ada ted from histallation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1
Skr"od & wyof
MINIMUM TOP WIDTH (RFF71
REQUIRED FOR SEDIMENT
TRA P EMBA NKMEN TS
ACCORDING TO HEIGHT OF
EMBANKMENT (LVE'ET)
SOURCE: VA. DSWC
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ORIGINAL
GROUND
ELEV.
PLATE. 3.13-1
ZH 5HEETMETAL, INC.
Erosion and Sediment Control
Narrative
Project Description
The purpose of this project 15 for the construction of a 20,425 5F building addition and
associated poved surface Improvements in the, 5toneHoll Industrial Park, Frederick County, \/Irginla.
The overall site area Is, 5.0 acres, and the site disturbed area for this project Is 5.55 acres.
Existing Site Conditions
The site 15 currently hou5inq an existing 44,510 sf Industrial use. To the rear of the parcel IS an
open field and gravel looding area.
Adjoining Properties
The site borders Industrial/commerclal land use to the north, east, and South. To the South and
5outhHeSt, the Site 15 adjacent vacant land also zoned M-1.
501115
5oI15 in this area are clo5siFled as 5HImley and as Ooklet Slit looms (3213), and
Frederlck-Poplimento looms and Frederick-Poplimento rock outcrop complex.
These soils typically have medium permeability, medium Surface runoff and erodability.
the 15C, 5oll has 51oH permeability, rapid Surface runoff and high erodability.
Erosion Control Measures
Hold pre -construction meeting on Site.
Install tree protection.
Install construction entrance.
Install slit fence.
Install Sediment trap in pond area.
Clear and grade site.
Install storm drains and inlet protection.
Upon completion of gradIng, Stabilize the, Site.
Temporary Stabilization
Temporary Stabilization Shall be applied to any denuded areas of the Site that are not
continuously Horked Hithin -7 days.
Permanent Stabilization
Permanent erosion control measures include the establishment of gross on all surfoce5 not
paved or built upon. Permanent Stabilization Shall be occomplIshed In accordance Hith the
Seeding schedule belovI and 5ection 3.32 of the \/Irglnla Erosion and Sediment Control
Handbook.
Seeding 5-,hedule
1. Topsoil 5holl be Spread at a minimum depth of 4".
2. Pulverized agricultural limestone Shall be Incorporated into the topsoil at a rate of c`12 Ib5
per 1,000 5F (2 tons per acre).
5. Fertilize Hith 10-10-10 at a rate of 25 Ibs per 1,000 Bf (1,000 lbs per acre).
4. Seed mix consisting of 61% Kentucky 51 Tall Fescue and 33% Red Clover.
5. StroH mulch Shall be applied to all Seeded areas at a rate of 5.500 Ib5 per acre and
anchored Hith cutback or emulsified asphalt at a rate of 200 gallons per acre.
Maintenance Program
1. The contractor Shall Inspect all erosion and Sediment control measures after each rainfall
and at least daily during prolonged rainfall. Damaged or deficient areo5 Shall be repaired
or replaced immediately.
2. The contractor shall make a daily revIcH of all areas of construction octIvity to Insure
erosion control effectiveness. Additional measures Shall be installed immediately "here
deficiencies are found.
3. 5ediment Shall be removed "hen the sediment volume reaches one hall' the height of the
trapping device.
4. All re�quired permits and fees to be -gin land disturbance shall be the responsibility of the
controctor.
Erosion and Sediment Control Notes
1. All vegetative, structural erosion, and sediment control practices Shall The constructed
and maintained In accordance HIth the minimum Standards and specificatlons, Set forth In
the latest edition of the \/Irginio Erosion and 5ediment Control Handbook and Virginia
\/R 625-02-00 Erosion and Sediment Control Regulations.
2. The contractor Shall Install the tree protection, SIR fence and construction entrance or,
shoHn in the plan prior to or as a first step In clearing.
5 NlthIn seven days of reaching final grade, the contractor Shall Install permanent
stabilization to disturbed areas that are not to be paved or built upon.
4. The contractor P4111 contact the plan approving authority one Heck prior to the
commencement of land disturbing activIty and one Heek prior to final Inspection.
5. The contractor 15 responsible for installation of any additional erosion control measures
necessary to prevent erosion and Sedimentation as determined by the plan approving
authority.
6. A copy of the approved erosion and Sediment control plan Shall be maintained on the
Site at al I times.
1. The contractor Is responsible for maintaining drainage of all disturbed areas to sediment
control devices at all times.
5. The contractor Shall inspect all erosion control meo5ure5 periodically and after each
runoff producing rainfall event. Any necessary repairs of cleanup to maintain the
effectiveness of the erosion control devices Shall be made immediately.
cl. Topsoil stockpile Shall be stabilized Hith 5111; fence and temporary seeding. Excess
topsoil Shall be, removed from the, site and disposed of in accordance HIth the
the Erosion and Sediment Control handbok at a permitted disposal area.
TEMPORARY DIVERSION DIKE
45 MIN.
LEVEL SPREADER
CROSS SECTION
VDOT #3, #357, #5. #56 OR
#57 COARSE AGGREGATE IN VARIABLE (MIN. 7)
GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER
* FILTER CLOTH 6XIS TREATED TIMBER
SECURE WIRE TO GROUND 6* MIN.
WITH WIRE STAPLES #5 REBAR TO
SECU TIMBER
7' MIN. 3'
UNDISTURBED 2:1 OR
SOIL FLATTER
#41ht. 6'
LEVEL SPREADER WITH RIGID LIP
MIN. PHYSICAL REOUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP
SOURCE: VA. DSWC AND N.C. 1rosion and Sediment Control Planning and Degi& Mang
PLATE: 3.21-2
�W- fZMK"ALL #6 4
TIA, 49�-Iq-�54
USE,
LIMITS OF CLEARING AND GRADING
lk� CA00KA6 6� APA4-rn 112
T.H. 413�_f,01_15
ZONW, M! KT� VA�AFNF�,>WT
tn,E!, IWW_-TPJAL IN.VLATIONI OF
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PROP. rllcic�K_S
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SUGAP MAPL�
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LIMITS -O-F- -CLEARIN D \ GN R\
VNNAMED 718-
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DRAINA6E
AREA
AC,RES
STORA6E
REOUIRED
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CU.FT.
BASIN DIMENSIONS
TRAP DIMENSIONS
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LANDSCAPE LEGEND
LIMITS OF CLEARING AND GRADING
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THORNLESS HONEYLOCUST
DIVERSION DIKE
SEEDLESS
GREEN ASH
SILT FENCE
to
SUGAR MAPLE
SEDIMENT TRAP
CULVERT INLET PROTECTION
AX%40
COMPACT
PFITZER JUNIPER
CULVERT OUTLET PROTECTION
DRAINAGE DIVIDE
LANDSGAPE 5GHEDULE:
OT'r. BOTANICAL NAME
GOMMON NAME SIZE
(MIN.)
5FACIN6 CONT.
IO-YR. CANOPY REMARKS
a Acer etciccharum
SU6AR MAPLE
2 It CAL.
AS SHONN E3$ B
200 SF
6 Fraxinue, penne,ylvonico "Fcitmore"
5EEDLE55 &REEN ASH
2 CAL.
AS SHOViN B$ E3
200 5F
5 61editsio triocontho!5 "Shodemcister"
THORNLESS HONEYLOGUST
2 CAL.
AS SHOV4N B4 E3
200 5F
-10 JuniperiS chinen!5i5 "Pfitzer"
PFITZER JUNIPER
3611 HT.
4' O.C,. CONT.
SGREENIN6
NOTE: ALL PLANT 51ZES ARE APPLIGABLE AT TIME OF PLANTIN67
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MARK D. SWI/H
wO No 022837 )P�!
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DATE: NOVEMBER 1999
SCALE: AS SHOWN
DESIGNED BY DLF
JOB NO. 0053
SHEET 4 OF 5
METER BOX and COVER
METER BOX (See Note) METER BOX COVER
18 in. Dia. Non -Traffic M32C-PW
Traff ic A32HH - T
24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid)
Traff ic MC-30 (Frame) WITH RML-12-T (Top Lid)
Note: 1/2" thick polyethelene plastic 30" deep
Iblue
(vertical crush strength shall exceed 3000 pounds)
treated 2'x 4" with
top 6" pointed lue
meter cover
set 2" above
/-fin. gr _T
Gde prior
varies as required to sodding 18
corporation
T18*-21' meter by F.C.S.A
,stop 3* stone ledlin, rri�eler box
surrounding box
angle check valve
'I
36*min.1 with drain valve
4 8"Min. oke
'Onleva,lve
tIpe K copper I
ng, continuous
water without oints from
main io meter -
main
METER SETTING PARTS
line
size
rneter
size
yoke
ang e yoke
bali valve
angle check
valve
expansion
wheel
3/4"
5/8'x3/4"
Y502
BA94-223W
HHCA94-323TD-G
EC-23
1-
3/4-
Y504
BA94-344W
HHCA94-323TD-G
EC-23
1.
1'
Y5041
BA94-444W
HHCA94-444TD-G,
EC-4
1.2 ft._
6" stone bedding
ronsition to meter
etting as required
curb & gutter
E. Street I
o back of:---'
Z
INSTALLATION NOTES:
1. Exact location of meter box assembly
-L--
—
.
.........
- ti._-,.--.4�.�
to be approved prior to installation.
. ...........
2. Water service crossing street shall be
i
type
encased in 2" dia. SCH40 PVC or
M
K:
copper,..,.
SDR21 piping. The piping shall run from
3/4" type K
.
. ........
...... .... ........ ... ... ...
%
one foot beyond sidewalk, across the
copper for
........... ............
street, to one foot beyond sidewalk.
single meter
r
V
installation
1. x3/4" wye
DUAL
METER INSTALLATION
5/8", 3/4" & 1
METER
INSTALLATION
Figure 5
AMENDMENT
NO. 2 - APRIL
1997
AMENDMENT
NO. 3 - OCTOBER 1998
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steel pipe filled with . . . . . . .
concrete and pointed
yellow
7'
18' dia.
Cr_
con ete
encosemen
-Np I
direction of setting to be approved prior to installation
as required concrete pad 1'-6' sq. x 6" deep
2" min. - 6" max.
screw type
I stone to be minimum
adjustable
of 6" above top of base
valve box
locator peg
ba
FIRE HYDRANT ASSEMBLY
Figure 9
mechanical joint
swivel tee with
6" branch
6 MOL
4
.4'
4.
owete AM-150 .. .4
40000 112' or 16'
k pioneer 301 mustic orl0ed
* F-- between Onts aM oil
A.. exterior side of j6;'s,
.4
4
joints ore to be seded
with V gasket
LD. pipe to manhole
corinection to be
by flexible sleewe
inwert channel to provide a
-0, min.
smooth transition in to out, 3,
4'-0' max.
for all connections
..0 ff"L
4 top of berd-woll
grout bottom of marhole same elew. as
to form channel ------ 2
top of pipe
A'
A
4.
4�4] 8#
Cbeddingstone
NOTES 1. Manhole sections shall have an external coating of approwed bitumastic water proofing prior to installation.
2. 1 adjustment elewation exceeds two inches use concrete adjustment fings with a exterior coating of
bitumastic water proofing.
3. Final slope adjustment of manhole fm may be by shims and non -shrink grout.
4. SW pod to be placed around manholes located in shouldefs of roods.
5. IM top costing shal be used on shallow manhole (6 ft. or less) installations.
STANDARD MANHOLE
Figure 12
concr
O.D.
general backfill
-6
stone aggregate
STANDARD
general backfill
VNINAM/0, NO
1/2 O.D.
concrete
CONCRETE CRADLE
carefully compacted carefully
compacted
ct backfill select backfi
0A
O.D.
'-stone aggregate concrete
CONCRETE ARCH CONCRETE ENCASEMENT
TRENCH & BEDDING
Figure 1
ON51TE TYFICAL FAVEMENT &ECTION ON51TE TYPICAL FAVEMENT 5ECTION
NOT TO SCALE NOT TO SCALE
LIGHT FAVEMENT &ECTION
HEAVI FAVEMENT 6ECTION
15" SM-125A SURFACE COURSE 2" 6M-125A 5URFACE COURSE
3" 5M-250 BASE COURSE
-21A
6" 5U55ASE VIDOT STD. GIR
8" SU55A5E VDOT 5T0. GR-21A
1�-a 44
1E I F-1 I FEI I =1 I 1=1 I k—COMPACTEr.), 51.15GRADE
m I I
1=1 I 1=1 I IE1 I M I F
I I A I F� L, r=
(COMPACTED TO c35% DEN51TY
:—COMPACTED 6U5GRADE
(COMPACTED TO 95% DEN51TY
AT OPTIMUM MOISTURE CONTENT
AT OPTIMUM M016TURE CONTENT VDOT VTM-I METHOD)
VDOT VTM-1 METHOD)
PAVEMENT DE51GN BASED ON A SUBGRADE C5R DESIGN VALUE OF 10. SOIL TEST PAVEMENT DESIGN BASED ON A 5'U5GRADE CBR DESIGN VALUE OF 10. SOIL TEST
OF THE SU15GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.
PVMT5ECT I PVMT6ECT
sanitary
sewer main
cast iron cleonout cap with brass plug
having a countersunk square head
Parella Model PA4SV-CSK (4')
Ponella Model PA6SV-CSK (6*)
finished zode
u" 'ou""u" '.up
"h( in,,, nte unk s
v ou I P rs SV_C
P ' ne 13 " M de A4
Pon 1. Model PA6SV_CS
1, A
cleanoutl pipe
SDR 21
ye 4 bend
square concrete skid pad
20"x 20"x 12* deep
aggregate base
depth 3"
6"' 'stone bedding
NOTE Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
Figure 17
Vo.
FOR WWEEL STOP
(oil
T
WIPE MESH REINFORCING V.D.O.T.
ROAD AND BRIDGE 5TANDARD5 SECTION 301.04
. I § I I ; I I I I I CLA55 A-3 CONCRETE
6" BASE 21-A
COMPACTED 5U5GRADE
(COMPACTED TO S51- DENSITY AT OPTIMUM
-1 METHO[))
M015TURE CONTENT, VIDOT 5TM
TFRA&H DUMESTES FA
(NOT TO SCALE)
I"X4"X4'-8" SLATS, 2-FIN1514 MAIL AT
TOP AND BOTTOM
2"X4"X4'5EAM6, TOE NAIL TO POST
4"X4"XV POSTS
A
NOTE5-
1. PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG. U E
... A -
2. FINISHED 51DE Or- FENCE SHALL FACE I
ADJOINING PROPERTY, IF APPL I CABLE.
COMPACTED GF�AVEL
W0012 FENCE [:)ETAIL
FOR 50TH IDUMF&TER ENCL05URE ANF,) FERIMETER FENC;ING
NOT TO SCALE
ADA 5t'd "Wandir-ap Parking OnIg"
6" C� Curb //- Expo
4 "Van Acc�aselblel Slr�as
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0 ja-
Concrete
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Wak In
Winciow
Precast
Wheel l5lock
Wf--. PaInted
X
2 80-
Space t
5.
11 1 1
4
2" R TYPICAL HANDICAP 6PACE
AN[) fRAMF DETAIL
J.: 1, CG-61
4 : 4 1
6" 2'- 0
THIS AREA MAY BE CONCRETE /pinTTOM OF CURB & GUTTER MAY
AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBSURFACE COURSES,
THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7"
DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED.
ON RURAL HIGHWAYS AND 45 MPH
OR LESS IN DEVELOPED URBAN &
SUBURBAN AREAS.
NOTE:
COMB. CURB & GUTTER HAVING A RADIUS
OF 300' OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS A RADIAL COMBIN-
ATION CURB & GUTTER.
THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
SPECIFICATION
COMBINATION 6" CURB AND GUTTER
REFERENCE
(NOT TO SCALE)
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION F2-01.03
SECTION A -A
WHEEL 5TOF DETAIL,
NOT TO ew--ALE
CONCF�ETE FAID
FAVEMENT SECTION
CONCRETE PAVEMENT
FLUSH GRADE TO MEET
EXPAN61ON JOINT
ADA 6TANDARDS
PLAZA OR 511)EIJALK—\
SP
FA HALT P\-IMT.--\
4.
-A GUTTER
A ' �
4
A
(30
A6E
SU55
-
COMPACTED 5U5GRADE
(95% DENSITY)
CG-(ofR DEFRE55EP GUS5 PETAIL
(NOT TO SCALE)
NOTES: THICKNE55 OF 5U55A5E 15 THE SAME
AS THE REMAINING PAVEMENT SECT ION.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
P51-4000 IF PRECAST.
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MARK D. SMITH
No 022837 P-4
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8" Concrete
4000 psi
4" 21-A Base Stone
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DATE: NOVEMBER 1999
SCALE: 1"=30'
DESIGNED BY DLF
JOB NO. 0053
SHEET 5 OF 5
CENERAL NOTES
MOT CENERAL NOTES
LECEND
VICINITY YAP
CD
1
EXISTING INTERMEDIATE CONT-9UR-----__
33
SCALE I"= 2000'
Uft.
ap"
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
LLJ
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
EX E/P
1A
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
CD
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER
EX C&G
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
PROPC&G
LLJ
Cy
(VDOT) and Frederick County prior to construction in existing State right -of-way.
PROPOSED CURB AND GUTTER
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V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6
CG-6R
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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
(35).
CV
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required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
P
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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 & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
W 02
0 to
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE T
T1
1 0)
0 1
(VDOT) to determine if and where guard rail and/or 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
STONEWALL
DIS ICT LINE
'4 C\2
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
.
be sub ect to change as deemed necessary by VDOT.
EXISTING STORM SEWER _ft� .
FM
to N
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
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Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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6.
An approved set of plans and all applicable permits must be available at the 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
SHEET INDEAr
0:0-01
>4
14
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
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Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
CO VER SHEET
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
2
SITE PLAN
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
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any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
3
SANITARY SEXER & KATERLINE PROFILES
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
Engineering by the
inspection.
4
EROSION & SEDIMENT CONTROL & LANDSCAPE PLAN
4 >
00$.,
r.::1
than 6 will require revised pavement section prepared by Greenway and approved owner.
PROPOSED GAS LINE G
G
V8.
be
5
SANITARY SEITER, )VATERLINE & SITE DETAILS
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
The Contractor will responsible for maintaining adequate access to the project from the
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
PROPERTY LINE
in accordance with the Virainia Erosion & Sediment Control Handboo , 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
DDO ru"CT INFORMA TION
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be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE
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12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
V9.
EXISTING POWER POLE
PP
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PARCEL IDENTIFICATION NO, LOT 9 STONEWALL INDUSTRIAL PARK
one litter receptacle shall be provided at the construction site.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
STREET ADDRESS: 260 LENOIR DRIVE
W
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and at the end of construction.
EXISTING TELEPHONE POLE
TP
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
TOTAL AREA: 5.00 AC
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V1 0.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
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DISTURBED AREA, 3.5 A C
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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
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CURRENT ZONING: M-i
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condition at all times.
CURRENT USE1 MANUFACTURING (ON DEMAND & DELIVERY)
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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
PROPOSED FIRE HYDRANT
FH
PROPOSED ZONING, M-1
PROPOSED USE: MANUFACTURING (ON DEMAND & DELIVERY)
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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
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sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
;F
MAXIMUM PROPOSED
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PARKING CALCULATIONS
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V1 2.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
(D WM
BUILDING HEIGHT, 60 FEET 35 FEET
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standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
PROVIDED, 90 SPACES
06
06
(4
REQUIRED REQUIRED, 3/4 EMPLOYEES (MANUFACTURE)
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
BUILDING SETBACKS1 FRONT,
75 FEET 120TOTAL EMPLOYEES
1:1
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
SIDE: 25 FEET MIN, REQUIRED H,C, SPACES = 4
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
REAR: 25 FEET
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utility verification and the proposed construction.
VEHICLES PER DAY COUNT
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
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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
PROPOSED STREET NAME SIGN
+
REQUIRED
L.L_
U_
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PROPOSED SANITARY LATERAL CLEANOUT
2
PARKING SETBACKS: FRONT:
25 FEET LOADING CALCULATIONS
(71
(IN
final VDOT approval.
SIDE: 5 FEET PROVIDED, 6 SPACES
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
REAR: 5 FEET REQUIRED: 4 SPACES
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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
SANITARY MANHOLE IDENTIFIER
(1/40,000 SF (MANUFACTURE))
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IN,
plans
OJ
and further where determined necessary by VDOT Inspector.
LANDSCAPE TABULATIONS
F.A.R. CALCULATIONS
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER
project. The relocation should be done prior to construction.
V1 5.
The installation of any entrances and mailboxes within any dedicated street right-of-way
SITE AREAi
5.00 ACRES
shall meet VDOT minimum design standards and is the developer's responsibility.
REQ'D OPEN SPACE:
54,450 SF (25%) PROPOSED PHASE: FAR BLDG, AREA
20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
EASEMENT LINE
IMPERVIOUS AREA:
3.67 AC (160,570 SF) EXISTINGi 0.21 44,810 SF
in accordance with state law. In the event grave sites are discovered during construction, the owner and
V1 6.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERLINE
PARKING:
PROPOSEI)i 0.09 20,425 SF
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
12.0
PAVED:
79,010 SF
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
GRAVEL:
16,325SF FINAL FAR: 0.30 65,235 SF
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
+
BUILDING:
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
PROPOSED SPOT ELEVATION
715-1
EXISTING:
44,810 SF
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be insta1led by the developer or, at VDOT's discretion, by VDOT on an
EXISTING TREE DRIP LINE
PROPOSED:
20,425 SF
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable ba.sis.
LANDSCAPE OPEN SPACE:
57,230 SF (26.3%)
professional engineer and results submitted to Frederick County prior to pavement construction. If a
V1 8.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
PLANTING REQUIREMENTS
geotechnical report has been prepared, it should supersede the requirements in this note.
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
PARKING PERIMETER:
PROPOSED PERIMETER LENGTH:
1 TREE/40 LF
675 LF
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
TREES REQUIRED:
17 TREES
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
INTERIOR PARKING LOT:
EXISTING PARKING AREA
(NONE REQUIRED)
UTILITY CONTA CTS
FIRE MARSHALL'S NOTEP
TOTAL REQUIRED TREES:
17 TREES
Water/Sewer: Frederick County Sanitation Authority
Fire lane markings and signage:
TOTAL PROVIDED TREES:
17 TREES
P.O. Box 1877
Winchester, VA. 22604
Any
No Parking signs and yellow painted curb locations will be installed
�47
(540) 868-1061
by field inspection at the direction of the Fire Marshall's Office.
J
E C_�
ENVIRONMENTAL FEATURES
f2.
Phone: Bell -Atlantic
PERCENT
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P.O. Box 17398
Baltimore, MD 21297
FEATURE DISTURBED
< E_
APPROVING AUTHORITY
(301) 954-6282
APPROVED BY THE ZONING ADMINISTRATOR
FLOODPLAINS 0
f:4 m
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LAKES & PONDS 0
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Power: Allegheny Power MISS UTILITY 1-800-257-7777
P.O. Box 1458
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WETLANDS >1AC 0
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MD 21741
00/0-6
SINKHOLES 0
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Hagerstown,
1-800-654-3317
NATURAL S.W. 0
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ZONING ADMINISTRATOR
DATE
DETENTION AREAS
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Gas: Shenandoah Gas Co.
FREDERICK COUNTY, VIRGINIA
STEEP SLOPES
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P.O. Box 2400
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Winchester, VA 22604
THIS SITE PLAN SHALL BE VAUD FOR FIVE YEARS
FROM THE DATE OF APPROVAL
CO
ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
<1
(540) 869-1111
WOODLANDS
MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
111i
FCSA CONSIrP D UCTION NOTES
rp J
TRIP CENERA TION DAIA
'COVER SHEET
E_ �14
2
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.
N
CLASS
USE
UNITS
# OFEMPLOYEES
TRIP RATE
VPD
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
MARK D. SMITH
Project Name�
Project Number:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
140
MANUFAC�URE
(P. 161
PER EMPLOYEE
120
2.10
252
No,022837
ZM SHEETMETAL,
INC
AUTHORITY'S INSPECTOR.
0 �NVO
IS RESPONSIBLE FOR THE INSTALLATION OF WATER
G�
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT
Magisterial District:
Date of P(ani (Month, Day, Year)
METERS, BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
L
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
TOTAL TRIPS
252
GAINESBORO DISTRICT
11-12-99
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 DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
Owner-
Address, Including Zip Code & Telephone No,
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
PROFESSIONAL SEAL & SIGNATURE
ZM SHEETMETAL
I N C.
260 LENOIR DRIVE
WINCHESTER , VA 22602
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
PHONE: 667-0084
DATE:
NOVEMBER 1999
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
Developer:
Address, Including Zip Code & Telephone No,
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES, ANY DEVIATION OR CHANGE
DESIGNED
BY:
DIF
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
IN THESE PLANS SHALL BE APPROVED BY
SAME AS
ABOVE
SAME AS ABOVE
THE ZONING ADMINISTRATOR PRIOR TO
CHECKED BY:
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No,
8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE 'OR
FILE
NO.
0053
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
GREENWAY ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VIRGINIA 22602
SHEET
1
OF 5
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
PHONE: (540) 662-4185
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Install 12" of
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with 3' of topsoil and d
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BENEATH SANITARY SEWER L%a-
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EX. SANITARY M.H.
0.507o
MIN. 350'
SIGHT DISTANCE 211'- SDR-35 SAN SEW 0 0.50%
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Pavement c--ion Tapel- Lane
Above
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SANITARY M.H.
SANITARY M.H.
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BE RE -INSTALLED
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CLEARANCE OF 18 INCHES.
TO INSURE MINIMUM
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INSULATION OF HINGHESTER
T.M. 4541-10
ZONED: MI
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UNNAMED DRIVE 60'�RON
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SCALE:
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DESIGNED BY.
DLF
JOB
NO.
0053
SHEET 20E-5
EX. SANITARY M.H.
EX 8* SOR-35
Ek 6" SDR-35
136'-SOR 35 SAN SEW 0 0.50%
SANITARY M.H.
WATERLINE & FIRE HYDRANT TO BE RE -INSTALLED
BENEATH SANITARY SEWER LINE TO INSURE MINIMUM
CLEARANCE OF 18 INCHES.
NOTE�
THE IvVOT PLAN ORADE ON TH15 PORTION
OF: ROUTE F-132 (LENOIR DRIVE) 15
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MARK D. SMITH
No.022837 P-L,
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E-
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F-1 1 x__4
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E,
DATE: NOVEMBER 1999
SCALE: 1"-50' HORIZ
I"=5' VERT
DESIGNED BY DLF
JOB NO. 0053
SHEET 3 OF- 5
FO
STONE CONSTRUCTION ENTRANCE
Project Description
Zt-1 5HEETHETAL, INC.
Erosion and 5ediment Control
Narrative
70' MIN. EXISTING The purpose of this project Is for the construction of a 20,425 5F building addition and
I A PAVEMENT aE,5c,Giated paved surface Improvements in the 5tonev4all Industrial Park, Frederick Gounty, Virginia.
1 .3 The, overall Site area is 5.0 acres, and the site disturbed area for this project is 5.53 acres.
Existing 51te Conditions
FILTER CLOTH 6" MIN. At MOUNTABLE BERM
(OPTIONAL) The Site IS currently housing an existing 44,blO 5F lndv5trlcil Use. To the rear of the parcel Is an
SIDE ELEVATION open field and gravel looding area.
EXISTING GROUND Adjoining Properties
70' MIN. The site borders, indu5trial/commerclal land use to the north, eo5t, and south. To the South and
T 5outhiNest, the site Is adjacent vacant land also zoned M-1.
WASHRACK 10' MIN.
(REOUIRED 50115
5olls in this area are, classified as 5"Imley (3ciE3) and as Ooklet silt looms (3213), and
12' MIN.* 10' MIN.. Freclerick-Poplimento loams and Frederic k-Pop I Imento rock outcrop complex.
EXISTING These Sods typically have medium permeability, medium Surface runoff and erodobillty.
PAVEMENT the 15G 5oll has SION permeability, rapid surface runoff and high erodabillty.
Erosion Control Measures
Hold pre-con5truction meeting on Site.
Z VDOT fl POSITIVE DRAINAGE 10' MIN. Install tree protection.
COURSE AGGREGATE TO SEDIMENT
B TRAPPING DEVICE Install construction entrance.
Install Silt fence.
MUST EXTEND FULL WIDTH Install sediment trap In pond area.
OF INGRESS AND EGRESS
OPERATION PLAN VIEW Clear and grade Site.
Install storm drains and inlet protection.
12' MIN. Upon completion of grading, Stabilize the Site.
L3" MIN. Temporary 5tobilization
.3" MIN. Temporary stabilization Shall be applied to any denuded areas of the site that are not
continuously i,,iorked v4lthin -7 doy5.
FILTER CLOTH SECTION A -A Perffyment 5tdollization
Permanent erosion control meo5ure5 include the establishment of gro5s on all Surfaces not
6'-7- paved or built upon. Permanent Stabilization Shall be accomplished in accordance vilth the
Seeding schedule- belovi and 5ection 3.32 of the Virginia Erosion and Sediment Control
Handbook.
5eeding 5chedule
1. Topsoil shall be spread at a minimum depth of 4".
IN SPACE 2. Pulverized agricultural limestone shall boo incorporated into the topsoil at a rate of C12 lbs
REINFORCED CONCRETE per 1,000 sf (2 tons per acre).
SECTION B-B 5. Fertilize v4ith 10-10-10 at o rate of 25 lbs per 1,000 5f (1,000 lbs per acre).
SOUKE: ADAPTED from 1983 Mo*nd Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 4. 5eed mix cone,15ting of 61% Kentucky 51 Toll Fescue and 35% [Red Clover.
CONSTRUCTION OF A SILT FENC _h_.' 5. Strov4 mulch Shall be applied to all Seeded areas at a rate of 5.500 lbs per acre and
(WITH WIRE SUPPORT) anchored v4lth cutback or emulsified a5pholt at a rate of 200 gallons per acre,.
Maintenance Program
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. 1. The contractor Shall inspect all erosion and Sediment control measures after each rainfall
TRENCH UPSLOPE ALONG THE LINE and at leo5t dolly during prolonged rainfall. Damaged or deficient areas Shall be repaired
OF POSTS. or replaced Immediately.
2. The contractor Shall make a dolly reviev4 of all areas of construction octIvity to Insure
erosion control effectiveness. AddItional measures Shall be installed Immediately v4here
deficiencies are found.
3. 5ediment shall be removed v4hen the Sediment volume reaches one half the height of the
trapping
7 Jill Jill 4. All requireo permits and fees to begin land disturbance Shall be the, responsibility of the
contractor.
Erosion and 5ediment Control Notes
1. All vegetative, Structural erosion, and Sediment control practices Shall be constructed
and mointalned In accordance v4ith the minimum Standards and Specifications set forth in
FLOW 1W the latest edition of the Virginia Erosion and 5ediment Control Handbook and Virginia
4- VR 6>25-02-00 Erosion and Sediment Control FRegulatlons.
2. The, contractor Shall Install the tree protection, Silt fence and construction entrance as
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE shov4n in the plan prior to or as a first Step In clearing.
FENCE AND EXTEND IT INTO THE TRENCH, EXCAVATED SOIL. 5 klithin seven days of reaching Final grade, the contractor Shall install permanent
stabilization to disturbed areas that are not to be- paved or built upon.
4. The contractor v4111 contact the plan approving authority one Heek prior to the
commencement of land disturbing activity and one v4eek prior to Final Inspection.
5. The contractor 15 responsible for Installation of any odditionol erosion control measures
necessary to prevent erosion and sedimentation as determined by the, plan approving
authority.
Jill
Jill 6. A copy of the approved e-ro5lon and sediment control plan Shall be maintained on the
Site at all times.
-7. The contractor Is responsible for maintaining drainage of all disturbed areas to Sediment
FLOW control devices at all tIme5.
b. The, contractor Shall Inspect all erosion control meo5vre5 periodically and after each
runoff producing rainfall event. Any necessary repairs of cleanup to maintain the
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. effectiveness of the, erosion control devices Shall be made immediately.
cf. Topsoil stockpile shall be Stabilized v4ith silt fence and temporary Seeding. Excess
FILTER FABRIC topsoil shall be removed from the, Site and disposed of In accordance v4lth the
the Erosion and 5ecliment Control haridbok at a permitted disposal area.
WIRE Jill
In] TEMPORARY DIVERSION PIKE
SOURCE: Ada ted from Instaflation of Straw and Fabric F"flter Barriers for Sediment Control, PIATE. 3.05-1
MINIMUM TOP WID TH (W)
REQUIRED FOR SEDIMENT
TRA P EMBA NKMEN TS
ACCORDING TO HEIGHT OF
EMBA NKMEN T (FEE T)
SOURCE: VA. DSWC
w
H HO
W
1.5 0.5
2.0
2.0 1.0
2.0
2.5 1.5
2.5
3.0 2.0
2.5
3.5 2.5
3.0
H
0
4.0 3.0
3.0
4.5 3.5
4.0
5.0 4.0
4.5
ORIGINAL
GROUND
ELEV.
PLATE. 3.13-1
C,OMPACTEE) 501L
LEVEL SPREADER
CROSS SECTION
VDIDT #3, #357, #5, #56 OR
#57 COARSE AGGREGATE IN VARIABLE (MIN. 7')
GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER
* FILTER CLOTH 6X6 TREATED TIMBER
SECURE WIRE TO GROUND G* MIN.
WITH WIRE STAPLES #5 REBAR TO
SECU TIMBER
7' .1W 3'
UNDISTURBED 2:1 OR
SOIL FLATTER
A41N. 6.
LEVEL SPREADER WITH RIGID LIP
MIN. PHYSICAL REGUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP
SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control PlannW and Design Mang
PLATE: 3.21-2
I
LIMITS OF CLEARING AND GRADING
001,16ILAI-z- c. APAMS
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NO.
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AFEA
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BASIN DIMENSIONS
TFAP DIMENSIONS
GLEAN OUT
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FT.
L
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Vq
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D
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1 2.86
1 10,545
1-7,160
1 440
12
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2
1.5
LEGEND
LP
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SUGAR MAPL.k (TYP)
LIMITS -OF- -CLEARING AND "G, RADING
GI
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SIMON P NE�14_04, INC
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LANDSCAPE LEGEND
LIMITS OF CLEARING AND GRADING
f�a
THORNLESS HONEYLOCUST
DIVERSION DIKE
SEEDLESS
GREEN ASH
SILT FENCE
SUGAR MAPLE
SEDIMENT TRAP
CULVERT INLET PROTECTION
*OW�O
COMPACT
PFITZER JUNIPER
CULVERT OUTLET PROTECTION
DRAINAGE DIVIDE
LANDSGAPE SGHEDULE:
OTY'. E30TANICAL NAME
COMMON NAME SIZE
(MIN.)
SPAC, I N6 CONT.
10-YR. GANOPY REMARKS
5 AGer 5acchorum
SUGAR MAPLE
2 " CAL.
AS 5HONN B$ E3
200 SF
6 Froxinu!5 penn5ylvonir-o "Patmore"
SEEDLE55 6REEN ASH
2 " CAL.
AS SHOV4N E3$ E3
200 SF
5 61edit!5io tricir-ontho5 "Shademoster"
THOFNLESS HONEYLOGUST
2 " CAL.
AS SHONN E3 4 E3
200 SF
-70 Juniperi5 chinensi!5 "Pfitzer"
PFITZER JUNIPER
36 " HT.
4' O.C,. CONT.
SCREENIN6
NOTE: ALL PLANT SIZES ARE APPLIGABLE AT TIME OF PLANTIN6
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DATE: NOVEMBER 1999
SCALE:
AS SHOWN
DESIGNED
JOB NO.
0053
SHEET
4 OF 5
METER SETTING PARTS
line
size
meter
size
yoke
angle yoke
bell Valve
angle check
valve
expansion
wheel
3/4'
5/8-x3/4-
Y502
BA94-223W
HHCA94-323TD-G
EC-23
1"
3/4*
Y504
BA94-34-4W
HHCA94-323TD-G
EC-23
1.
1'
Y504
BA94-444W
HHCA94-444TD-G
EC-4
METER BOX and COVER
METER BOX (See Note) METER BOX COVER
18 in. Dia. Non -Traffic M32C-PW
Traff ic A32HH - T
24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid)
Trof f ic MC_30 (Frame) WITH RML-12-T (Top Lid)
Note: 1/2" thick polyethelene plastic 30" deep
(vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with
-Fop-6 painted blue
meter cover
set 2" above
fin. grade priori _T
varies as required to s6dding 18"
- I "ION"WO' I 'L - I
corporation 18 -21' meter by I.C,S,A
�'stc`P 3" stone beddin I meter box
surrounding box 11
I- ngle check valve
36"min.1 with drain valve
45* 8"min an U
,Ile yoke
b valve
type K copper
-----------
tubing, continuous
withoyt *Oints fr..
water main io meter -
main 6" stone bedding
transition to meter
setting as required
curb & gutter
Street
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INSTALLATION NOTES:
i d I k�:
1. Exact location of meter box assembly
............
.......... % . ......
...........
to be approved prior to installation.
2. Water service crossing street shall be
. ..... . 1" type
encased in 2" dia. SCH40 PVC or
M
I
. . . . . . . . . . . . . . . . .
.................................
cop er
SOR21 piping. The piping shall run f rom
3/4" type K
_: .. ....... �% ........ . ......
one foot beyond sidewalk, across the
copper for
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street, to one foot beyond sidewalk.
single meter
installation
1"x3/4" wye
DUAL METER INSTALLATION
5/8", 3/4" & 1
METER
INSTALLATION
Figure 5
AMENDMENT
NO. 2 - APRIL
1997
AMENDMENT
NO. 3 - OCTOBER 1998
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6" dia. schedule 40
steel pipe filled with- 3
concrete and pointed
yellow
7'
. . .. . . .. . ...
e -nt
18' dia,
concrete
encosem
direction of setting to be approved prior to installation
as required
2* min. - 6" max.
stone to be minimum
of 6" above top of b
concrete pad 1'-6" sq. x 6* deep
FIRE HYDRANT ASSEMBLY
Figure 9
screw type
adjustable
valve box
locator pef,
mechanical joint
swivel tee with
6" branch
top of mmh* at F& in pavement areas unless offh%vefw��ise i I
top W be set 18 nk above grade in easement areas
square sW pad 6* thd
_--jonlroctor to grout monholie
cover in place
4 boks; (3/4' dia)
,Him adjustment rings (11' max.)
concrete ASM-150
4000 psi 12' or 16'
joints are to be sealed
wh 0' ring gasket A
p . Ioneer 301 mask applied
between joints and em
4
exterior side of �ints
I.D.
pipe to Markle
Z
connection to be
by flexible sleeve
invert channel to prov& a
3'-0' min.
smixith transition in to out,
f-o' max.
for all connections
A,
grout bottom of manholle
IML
4
top of berd-wall
to form channel
2
some elev. as
top of pipe
.A.
;.A
4'
6* beging stow ..............
........ .......... ........
............... .......
...... .........
..................... .......
NOTE 1. ManWe sections shag have an external coaling of approved bitumask water proofing prior to installation.
2. 1 adjusiment elewatim exceeds two irda use cor"ete adjustment rings with a exterior coating of
bitumastic water proofing.
3. FmI slope adjustment of manhole frame may be by shim and non-swd grout.
4. SIW pod to be placed around monWes located 6 shouldlers of roods.
5. FW top costing sholl be used on skillow monhole (6 ft. or less) installobons.
STANDARD MANHOLE
Figure 12
concr
O.D.
stone aggregate
STANDARD
- - - -'-w *11/1 V.U.
6"
concrete
CONCRETE CRADLE
ON51TE TYPICAL FAVEMENT 5ECTION ON51TE TYPICAL FAVEMENT 5ECTION
NOT TO SCALE NOT TO SCALE
HEAVY FAVEMENT 5ECTION, LIGHT FAVEMENT 5ECTION
is" 51-1-125A SURFACE COURSE 2" 61-1-125A SURFACE COURSE
3" BM-25-0 BASE COURSE
III SU55ASE VDOT STID. GR-21A
e5" SU55A5E VDOT 5TD. GR-21A ]AW W09 abo
1_—COMPACTEr,> 5U5GRADE
I 1=1 I 1=1 Ed i 1��d I 1�d I IE1 I I�Ei I _FI : (COMPACTED TO 135% DENSITY
... . ... __.. . ... . ... (COMPACTED TO "J551. DENSITY AT OPTIMUM MOISTURE CONTENT
AT OPTIMUM M016TURE CONTENT VDOT VTM-11 METHOD)
VDOT VTM-I METHOD)
PAVEMENT DESIGN BASED ON A SU15GRADE C5R DESIGN VALUE OF 10. 501L TEST PAVEMENT DESIGN BASED ON A 6U5GRADE C5R DESIGN VALUE OF 10, SOIL TEST
OF THE SU5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED OF THE 5U5GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED
PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNE55 PRIOR TO CONSTRUCTION,
PVMTSECT I PVMT5ECT
cost Iron cleonout cap with brass plug
having a countersunk square head
Parella Model PA4SV-CSK (4')
Panella Model PA6SV-CSK (6')
,finished ?rode
�u
h vin cou
Pan ', Mod
Pane" Mode
u" �' u
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6
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square concrete skid pad
20"x 20*x 12* deep
... a r at.
ggregate base
depth 3"
cleanout pipe
SDR 21
sanitary
sewer main
wye 45* bend
6" stone bedding
NOTE Where len th of service lateral to exceeds 75'
a cl eanou? assembly shall be furnished at the
property line,
SEWER CLEANOUT
Figure 17
III L A
!_951'
vo..
2-24" #6 RlE5AII
FOR WHEEL STOP
WIRE MESW REINFORCING V.D.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301-04
CLA55 A-3 CONCRETE
6" BASE 21-A
COMPACTED 6UBGRADE
(COMPACTED TO 55% DENSITY AT OPTIMUIl
M015TURE CONTENT, VDOT BTM-I METHOD)
TFRA&H [DUt-lFSTER F)AID
(NOT TO SCALE)
l"X4"X4'-8" 5LATS, 2-FIN16H NAIL AT
TOP AND BOTTOM
2"X4"X4'5EAMr2, TOE NAIL TO FO6T
4"X4"X8'FO5T5
1.2w /� A
NOTES:
L PRESERVATIVE STAIN ON ALL WOOD.
COLOR TO MATCH THAT OF BLDG.
A.
2. FINISHED SIDE OF FENCE SHALL FACE
ADJOINING PROPERT�r', IF APPLICABLE.
COMPACTED GRAVEL
WOOD FENCE DETAIL
FOR 50TH DUMP5TER ENCL05URE AN[:> f=>ERIMETER FENCING
NOT TO SCALE
t'd "Handicap ParkjrQ OnIV"
4 "Van A11=4�96
I&" Cona CArb /- Expos
sible" sings
Age. ad
C.Cnicrate
Wa Ik
CG - (1 2.
wi�_do_w in
Wheel f5loidr. T
i
ZWZ. Painted
5ynkpol
x
Handicap
-Apace
13, 1
4" 2 11 R TYPICAL HANDICAP 6PACE
ri AND RAMf=> DETAIL
iiw 11=1 ILI '�=1111 I- - I CG-6
10
4 . A A
2'-0"
THIS AREA MAY BE CONCR TTOM OF CURB & GUTTER MAY
AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBSURFACE COURSES,
THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7"
DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED.
ON RURAL HIGHWAYS AND 45 MPH
OR LESS IN DEVELOPED URBAN &
SUBURBAN AREAS.
NOTE:
COMB. CURB & GUTTER HAVING A RADIUS
OF 300' OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS A RADIAL COMBIN-
ATION CURB & GUTTER.
THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
SPECIFICATION
REFERENCE COMBINATION 6" CURB AND GUTTER
105 (NOT TO SCALE)
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1201.03
SECTION A -A
LUHr:r:l- 5TOF PETAIL
NOT TO SCAL.E
GONCfRETE FALD
FAVEMENT SECTION
CONCRETE PAVEMENT
EXPAN51ON JOINT FLUSH GRADE TO MEET
PLAZA OR 51DEWALK—\ ADA STANDARDS
FA6FHALT PVMT.--\
4
4 �JTTER
JAI _ ( ' ____
oil A a 4 * A 4 A
.44
A. A X
5U55ASE
-F:7, —i
COMPACTED 5UBGRADE!T
('55% DENSITY)
CG-(ofR DEFFRE6,5151) GUFR5 PETAIL
(NOT TO SCALE)
NOTES; THICKNESS OF SUBBASE 16 THE SAME
AS THE REMAINING PAVEMENT SECTION.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
PSI-4000 IF PRECAST.
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MARK D. SMITH
No.022837 P5
8" Concrete
4000 psi
4" 21-A Base Stone
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DATE: NOVEMBER 1999
SCALE: 1 "=30'
DESIGNED BY: DLF
JOB NO. 0053
SHEET 5 OF 5
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