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CENERAL NOTES
VDOT CENERAL NOTES
LEGEND
VICINITY MAP
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V1.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INTERMEDIATE CONTOUR------------- - 33 - ----"----
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
County 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
EXISTING INDEX CONTOUR -
-' - -- - - - - -330
VALLEY
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construction standards and
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2.
Measures to control erosion and siltation, including detention serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
PROPOSED CONTOUR
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ponds
plans, the most stringent shall govern.
EXISTING EDGE OF PAVEMENT -------EX
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
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V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
PROPOSED EDGE OF PAVEMENT
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Control Handbook.
Safety &Health Administration and VOSH Rules &Regulations.
EXISTING CURB AND GUTTER ____________________________________
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
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(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
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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.
CG-6 CG-6R
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required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT s
______________
TRANSITION FROM CG-6 TO CG-6R----------------
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January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
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5.
The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held
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EXISTING TELEPHONE LINE
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
V4.
Design features relating to construction or to regulation, control and safety of traffic may
PROPOSED TELEPHONE LINE
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(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER
EX. 15" RCP
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROP. 15 RCP
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PROJECT INTORMATION
land use permits for any work on VDOT right-of-way.
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
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representative of the developer must be available at all times.
V6.
If required by the local VDOT Residency Office, a pre construction conference must be
EXISTING SANITARY SEWER
STREET ADDRESS 3i425 VALLEY PIKE
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
arranged and held by the engineer and/or developer with the attendance of the
PROPOSED SANITARY SEWER
WINCHESTER, VA. 22604
Control Devices MUTCD
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contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING ELECTRIC SERVICE
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MAGISTERIAL DISTRICT B3ACK CREEK
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED ELECTRIC SERVICE
PARCEL IDENTIFICATION NO. 6i3-((A))-87A
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embankment.
any undetermined length of time. VDOT will also require 48 hours notice for any
LOT AREA 7'.994 ACRES
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
inspection.
EXISTING GAS LINE
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DISTURBED AREA 1 .8 ACRES
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPOSED GAS LINE
CURRENT ZONING W-2
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
adjacent public roadway through construction and maintenance of a construction entrance
CURRENT USE WHOLESALING/WAREHOUSE
on the plans and as required at the field inspection.
in accordance with the Virginia Erosion & Sediment Control Handbook. Sec 3.02.
PROPERTY LINE --- -- -- -- ---
PROPOSED USE WHOLESALING/WAREHOUSE
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
through construction.
FLOW LINE y
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SETBACKS - BUILDING: FRONT: 75' PARKING:
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be minimum 6 diameter and conform to VDOT standard SB-1.
FENCELINE�
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SIDE: 25 FROM ROAD R/W: 25
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
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EXISTING POWER POLE
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(REAR: 25' FROM PROPERTY LINE: 5'
one litter receptacle shall be provided at the construction site.
and at the end of construction.
BUILDING HEIGHT: MAX. HEIGHT = 60' EX. BLDG. = 30' PROP. BLDG. = 30'
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING TELEPHONE POLE
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SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE TO CONFORM TO
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
EXISTING WATERLINE W/ TEE
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STANDARDS OIF SECTION 165-30 OF THE FREDERICK COUNTY
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
PROPOSED WATERLINE W/ 'TEE 9
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ZONING ORDINANCE.
condition at all times.
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
OUTDOOR LIGHTING: BUILDING MOUNTED
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROPOSED FIRE HYDRANT
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DUMPSTER: NONE PROPOSED
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
OUTDOOR STORAGE: NONE PROPOSED o
sheets, and connections to existing lines.
EXISTING WATER VALVE
PARKING CALCIULATIONS
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
prior to placement of fill.
PROPOSED WATER METER
REQUIRED: OFFICE - 1 SPACE PER 250 S.F.
standards and specifications, The City of Winchester and/or the City of Winchester Public Utilities.
EXISTING REDUCER
WHOLESALING/WAREHOUSE = 1 SPACE PER EMPLOYEE
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 back fill of utility/storm storm sewer trenches shall
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PROPOSED REDUCER
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EX. OFFICE 2 STORY 1st [FLOOR = 1,800 S.F. w
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
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2nd [FLOOR = 1,800 S.F. � O
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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
TOTAL = 3 600 S.F. � �
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utility verification and the proposed construction.
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
VEHICLES PER DAY COUNT
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NO ADDITIONAL EMPLOYEES ARE PROPOSED �
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17.
The developer will be responsible for an damage to the existing streets and utilities which occurs as a
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performed by a qualified independent agency shall be conducted as required in the VDOT
Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to
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PROPOSED STREET NAME SIGN
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OFFICE 3 600 250 = 14 SPACES REQUIRED '< �'
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result of his construction project within or contiguous to the existing right-of-way.
final VDOT approval.
PROPOSED SANITARY LATERAL CLEANOUT
WAREHOUSE EX. 21 EMPLOYEES; = 21 SPACES REQUIRED
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to The City of Winchester Public Utilities prior to issuance of grading and/or site
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
12
TOTAL SPACES REQUIRED 35
-
HANDICAP SPACES REQUIRED = 2
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development
and further where determined necessary by VDOT Inspector.
TOTAL = 37 .
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permits.
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19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
STORM DRAIN STRUCTURE IDENTIFIER
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TOTAL EXISTING SPACES = 32
PROPOSED SPACES 5
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project. The relocation should be done prior to construction.
shall meet VDOT minimum design standards and is the developer's responsibility.
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TOTAL PROVIDED = 37
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EASEMENT LINE
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20.
These plans identify the location of all known rave sites. Grave sites shown on this Ian will be protected
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V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
LOADING SPACES
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in accordance with state law. In the event grave sites are discovered during construction, the owner and
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
CENTERLINE
engineer must be notified immediately.
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
12.0
TOTAL FFL ORD AREA = 108 2 400,0 F. 40,000 S.F. = 3 REA S ACES
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21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
field the
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
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SPACES PROVIDED = 5
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at (540) 662-4185 immediately of any discrepancies between actual conditions and approved plan.
b VDOT on an
markings must be installed by the developer or, at VDOT s discretion, y
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22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
account receivable basis.
EXISTING TREE DRIP LINE
LANDSCAPE CALCULATIONS
REQUIRED 1 TREE PER 40 C0F PERIMETER PARKING
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proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
INTERIOR 1 TREE PER 10 SPACES
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
has been it the in this note.
EXISTING TREE
`>> 15" OAK 15" PINE
PERIMETER = 593' = 15 TREES
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geotechnical report prepared, should supersede requirements
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23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
INTERIOR = 5 SPACES = 1 TREE
16 TREES PROVIDED
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or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
�RI�� RED MAPLE
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of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
F.A.R. CALCULATIONS"�9�a�
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in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12)
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REQUIRED 1.0 OCT 2 7 2000
EX. BLDG. = 37,850 S.F.
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PROP. WAREHOUSE = 9,920 S.F.
PROP. DOCK AREA 4,000 S.F. DEPT. OFPLAN NING/DEVELOPMENT,
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FIRE MARSHALL S NOTE
Sanitation Authority
Water/Sewer: Frederick County
PARKING INDICATOR
i2
TOTAL = 51,770 S.F.
P.O. Box 1877
INDICATES THE NUMBER OF
51, 770/348, 218.6 4 = 0.15 (F. A. R. )
Winchester, VA. 22604
Fire lane markings and Signage:
TYPICAL PAREING SPACES
(540) 868-1061
OPEN SPACE CALCULATIONS ENVIRONMENTAL FEATURES
Phone: Bell -Atlantic
Any No Parking" signs and yellow painted curb and fire lane
REQUIRED = 15% = 52,233 S.F. FEATURE EX. ACREAGE
P.O. Box 17398
locations to be installed under the direction of the Fire Marshall's Office.
EX. BLDG. = 37,850 S.F. FLOODPLAINS 0
Baltimore, MD 21297
EX. PAVED AREA = 60,150 S.F. LAKES & PONDS 0
(301) 954-6282
PROP. WAREHOUSE = 9,920 S.F. WETLANDS PL 1 AC. 0
MISS UTILITY 1-800-257-7777
PROP. DOCK = 4,000 S.F. SINKHOLES 0
Power: Powerheny
PROP. PAVED AREA = 32,150 S.F. NATURAL STORM WATER
P.OAlle. Box 1458
HANDICAPPED PARKING NOTE
TOTAL = 144,070 S.F. DETENTION AREAS 0
Hagerstown, MD 21741
348,218.64 - 144,070 = 204,148.64 S.F. OPEN SPACE .PROVIDED STEEP SLOPES PL 15% 0
1-800-654-3317
204,148.64/348,218.64 = 58% WOODLANDS 0
Gas: Shenandoah Gas Co.
P.O. Box 2400
Handicapped parking spaces and aisles shall slope
Winchester, VA 22604
no greater than 2% in all directions.
DATE
REVISION
SEAL
COVER SHEET
(540) 869-1111
Project Name:
E3. J . SAGER/ I NG .
0
FCSA CONSTRUCTION NOTES
TRIP GE
NERATION DATA
Owner: Address, Including Zip Code &Telephone No.
.y,
ARK D. SMITH y
3425 VALLEY PIKE
B. J. SA6ER, I NG. NINGHESTER, VA 22604
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
N0.022837
(540) 86cl-IclOcl
Developer: Address, Including Zip Code &Telephone No.
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
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3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
THIS
RE VI
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NOT
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SAME AS ABOVE
AUTHORITY'S INSPECTOR.
SHEET
INDEX
NAL
4.
THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
AFFECT
TRIP
CENE
A TION.
Engineer Certifying Plan: Address, Including Zip Code ,& Telephone No.
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
151 WINDY HILL LANE
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
6REENHA EN& I NEER I N6 NINGHESTER, VA 22602
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
COVER SHEET
SHEET 1 OF 3
PROFESSIONAL SEAL & SIGNATURE
(540) 662-4185
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
REVISED SITE PLAN
SHEET 2 OF 3
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
PROFILES & DETAILS
SHEET 3 OF 3
THESE PLANS ARE IN CONFORMANCE WITH
APPROVAL
DATE:
08-01-00
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
FREDERICK COUNTY STANDARDS AND
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
ORDINANCES. ANY DEVIATION OR CHANGE
SCALE:
N/A
6.
THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
WORK.
IN THESE PLANS SHALL BE APPROVED BY
THE DIRECTOR OF PLANNING PRIOR f0
DRAWN BY:
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS
AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998.
' ®� C10
CONSTRUCTION.
7.
THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
FREDERICK 'OUNTY Z ING ADMINISTRATOR DATE
8.
A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
FILE NO. 0799
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
SHEET
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EX. PAVED FARI146 .AREA
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_ x 3173 �,G 376
ZONE
- �- �x USE. GOM ' M-2
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7,31.651
/ NOTE: ThlO ILLE6AL
/ TRAILER TO BE REMOVED
/ FROM THE 51 TE.
-' PROP. 6" Dl. WATER i
�..� LINE EXTEN51ON
PROP. RELOCATED SRN) ARM tR ARM iRM ARM �RIv) j ` 1 j �
EX. F.H. TO 3E -r L
COOLING UNITS
POP. GONG. - — _ RELOGATEL) f 748 r m
--747- __ — _ _ 747 RM�
_�- -1 PROP. 20' WATER _ 45 BEND ' f o
iEI�- x. nJJ _ yV — — _. — _ — — — — — — � — � L 1NE E5MT. � -7 � � i I 1 I � I � 0'
EX.2O' - _ ' m
L lt;E E3MT. - � 747 J j ,, N' I
=746 45 BEND >� j
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76.2' ... 50' - 74545 160' — 445g5X I M /1 x
i EX. 50LLARD5
,. (TO BE RELOGATEL-) -4 ` �� I l x
RA ✓EL � 1
PROP05ED WAREHOUSE UNrT5 = EX. C �,� ~ _
Ex. cool INC, PROP. s GONG. -
q,g20 5.r= PROP. 0 r r _' 0 1 1
0 ON GONG. t'ArJ T
000 5.F. PROP. WALL �, 6" BA5E STONE
F.F. = 747.g5 (TO BE RELOGATEO)LOADING MOUNTED LIGHTS �" "` � � , N J154 0/�1'lD" `y 0
DOCK - \ I ,RN3 S6.5O
FF=74cig5 NOTE: OUTDOOR 41GHTIN6 TO BE HI LD D 7�
EX. BOLLARDS jr TO -�R VENT YLLUMINATION j 1 ►
(TO 5E RELOGATEO) TO ;ADJACENT \'ROPERTIE5
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J 745as /X745es I60' 745 X { r�
,dj4.o f , � x 5" CONCRETE 3000P61 W1 MESH
P OP05ED FIEEL ' 1 PREP. VALE t _ =� 1 )d
FIRE MARSHALS NOTE l
EX. r4' O.H. DOOR Be')l I A
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�60' RICNT-OF-4VAY �' I / EX. BOLL I A RD J �s
FOR tJTIL I TIES, ! u i I J �
I; Nf RF55/Fc5RE5 ++� j J EX. W O. H, 00OR EX! � T ; IJG EV I LOI N6 1 J ^/
R.R. SPUR LINE �� L f / 34,25:� 5.F. EX, t4 O.H. DOOR i+
EX. 1✓A 'ED
D.B. 4a3 PG. 708 _ AREA �\
d5 F.F. = 747.�5 EX 6.0. �
60, ^-- n EX. OIL WTERGEF-1 ' 1
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1 EXI1.TIN& OFFICE PAD
i for FLOOR = I'eO�0� >S.F.
I
W. ✓. � � � 2nLl FL ( --,OR
EX. 5'At\?E.,3r--
EX. 8" iNATErS Li,tirE IFEX P•-ETER z � I
- '!TY OF t^f1N6HE7TERi VAULT / Q Q FIRE LINE GONN. �� /
PROP. GONG. `W
WHEEL STOPS �- v 1 �� V EX. B0LLA D5-�- -" 1 AV P. I. N. 63-(W)-87A ti 1 6" 210 T
I (TYP.) _ - o EX F.H. ° W EX. 600L NcS 0 8" 2/B
3 — B.J. SAGER, INC. 1 '
z °9 5 3 BM-2
o� EX.. 8` TALL GDNG. i2E? WALL D.B. 4�13 P6. 708 `�I r Ex 6.o. i l.s" 5M-2
ZONED • M-2 3o I 1
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EX 14' O. H_ POOR
-PR(
ORA 1/
DITCH
5EE D.
IPOST H.G. SIGNS t' . ,
ON EX. CHAIN t q v EX RATED USE: INHOLESAL 1 N6/WAREHOUSE o T a� �, ,
LINK FENCE O o� n �' LOADINC AREAL o _ �3
VAN ACCE551BLE i fl Ex. 12` a.H. L1ov>� / J h. `v
o o 2'�v0.7 EX. FUEL ,COMP J / r < .
1 EX! 6' TALL CONO. RET. pgALI_ --- --- --- --- ---—• �' J
ti u, ` EX. GAS METER ` aq ..--GONG. 1
? EX PAD5 / I
D o / EX.. G-O.
f /
t+1 I .N.A e_ � . f�LLAA-- RD3 t
z . EX BOLLARDS
EX
I • W EX. d0 INATER TANK LIDS /
L jNE ESMT. � /
UrIL SM� ( EX. PA.,IED AREA y ` /
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EX. G
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I _ — 25' 30LDiNC RE3TRIG T ION LINE
EX. CHAIN
_�1Nf: FENCE EX. EP _- -- -- ___ �— �_� EX. EP r _ --
7.
N X -• — � \- EX, 6A5 YAL �/F 1 �— EX GRAVEL AGGF55 ROAD
Z- -" .--- EX.--
,1 0B. 4q5 F'6-
WINNER—
PF PF N 5& °37'40" 1N 1vP 575.56' G P
q 5q 16
EROSION NOTE LEGEND
N� 6 26 •q0' P.I.N. 63-((A))-60
51LT FENCE
ALLEGHENY POWER
TREE LEGEND
SYMBOL
QUANTITY
NAME
I Ar r�
OF PLAT
OF P
REMARKS
r
2" GAL AT
16
RED MAPLE
TIME OF
BffB
PLANTING
3.05 5% x
D.B. 746 PO.543
ZONED: M-2
U5E: COMMERCIAL 3.06 G/R INLET PROTECTION
3.18 0P OUTLET PROTECTION
� 4352
EX. smH
TOP = 744,10 (5F
EX, 5AN. SENER 3VG. LINE
G I rY OF ' IING1-IESTER
••
1. 4 V.-%. .1
Wit: •�: • STONE
1.5" SM- 2A
3" BM-2
6" 21-5 BASE STONE
P.I.N. 63-((A))-86A
H.P. HOOD, INC.
D.B. q35 P6. 73Q
ZONED: M-2
USE: COMMERCIAL
GONG. RISER 5TR.
W/ &" ORFICE, INV= 743.52
TOP= 744. q0, W/TRASH RACK
BY EASTERN 5UPPL Y
EXTEND 8" 5TEEL PIPE
o O.s096
FIELD WELD CONNECTION
TO EXISTING PIPE
\/1
EX. f3 3>TEEL PIP
INV. IN =- 743.27
INV. OUT '= 743.01
NOTE:
PUBLIC WATER $ 5E1NER 3ERVICED
BY CITY OF 1NI NCHE5TER
#57 STONE
1
&RAVEL TRICKLE DITCH DETAIL
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DATE: 08-01-00
SCALE: 1" = 30'
DRAWN BY: CAS
FILE NO. 0799
SHEET 2 OF 3
SILT FENCE CULVERT INLET
PR 0 TE C TION
DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
Ftow
T
OPTIONAL STONE COMBINATION
1
FLOW
*VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC
2.5'
CLASS I RIPRAP
PLATE. 3.08-1
SiLT FENCE INSTALLATION
I. SET THE STAKES 2. EXCAVATE A 4" x 4" TRENCH
UPSLOPE ALONG THE LINE OF STAKES.
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
I.,"I1Gt_ 1 F L_Iii W INSTALLr4 I Il.iIli
(PERSPECTIVE VIEW)
POINT A SHOULD BE HIGHER THAN POINT B.
DRAIN,4GEWAY INSTALLATION
(FRONT ELEVATION)
ESD-3O5
DETAIL 1
SECTION A -A
Fabric
SECTION B-B
DETAIL 2
SECTION A -A l represents span for for boa culvert Installations.
.-Diameter for round pipe, rime for pipe arch and box height
NOTES
For multiple line installations Dimension D Is to govern the protection outside
the channel
width(W).
On any Secondary Roods installation requiring erosion control stone where no
endwoil or endsection In specified on plans, construction is to be in
accordance with
Detail 2 shown above.
Geotextile Fabric to be installed under all erosion control stone in
accordance
with the specifications.
MIN. DEPTH
Dry ftlp Rap
RIP RAP
Clow 1
2'
Class II
3.
e Use Typical Section shown on plans or normal side slope, bottom width,
and depth
of channel, ditch or natural ground.
SPECIFICATION STONE FOR EROSION CONTROL
REFERENCE VIRGINIA DEPARTMENT
204, 303 of
245
414 TRANSPORTATION 114.01
414
TABLE 3.31-8
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (lbs./acre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cereals
Feb. 16 - Apr. 30 Anuol Ryegrass 60 - 100
(Lolilum multi-florum)
May 1 - Aug. 31 German Millet 50
(Setarla Italics)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total LIDS.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
_
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs. _
150 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegross may also
be
included in any slope or low-maintance mixtures during
warmer
seeding periods; add 10-20 lbs/acre in mixes.
I
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II-iO II
(Typ) SLOTS FOR DRAINAGE
(Bit A L 91t
♦d d ♦ L�II
II-0" °
!' .�. 2!-24" "REBARS
lTyp.J 6 FOR WHEEL STOP
9ll
SECTION A -A
WIliiiiiIEEL STOP
Dt-whletelot NOT TO SCALE
8" ORIFICE
7
744.22
8" ORFICE
STD PRECAST 8 STEEL
MANHOLE
STRUCTURE
(NO TOP)
= 100 YR WSL
= 10 YR WSL
= 2 YR WSL
STD PRECAST
MANHOLE
STRUCTURE
(NO TOP)
= 743.52
744.90
8" STEEL
TfRASH RACK RY
STD PRECAST
MANHOLE
STRUCTURE
(NO
TOP)
8"" ORIFICE -/ 1
Pond Outlet Detail
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163
B.J. SAGER
EROSION AND SEDIMENT CONTROL
NARRATIVE
Description:This project proposes to construct two additions to the existing B.J. Sager 2 The site superintendent shall inspect daily the areas construction activity to insure
warehouse/distribution facility. The total area to be disturbed by this project is erosion control effectiveness. Additional measures shall be installed immediately where ORDERING INFORMATION Ew-I
deficiencies are found. N" INILITER� II All fixtures are trunnion mount. Suggested EI
approximately 2.5 acres. 1 hi 11 1 Cet1 1 gplteg. weight EPA Specification
3. Permanent erosion control measures include the installation Of rip rap at storm sewer - w.tUge HpmGr p ►li
Hart. kge, aer,erei •
HIGH PRESSURE SODIUM Floodlignl Shall oe Hubbek L.gnehg
outfa a an the establishment of grass on exposed surfaces disturbed in the construction The most compact 400 watt floodlight - Du�De MMNIILSITER"11Series. oatall ,
Date of construction�Onstruction will begin following plan approval and will take process, available. Incrediblylow 1.0 E.P.A. wima wad
=M.r,S-26e 12, 20a 240 277 26 I1 9 0 amp
approximately one (1) year to complete. Hubbell's Miniliter II series floodlights are constructed of rugged Mecnamcal
yet lightweight die-cast aluminum. It's energy efficient wide beam I-1-1 r FZ
distribution is ideally suited for retrofitting 500 watt and 1500 henousmgsnailbeeie-castammihum `. J
Erosion and sediment control program g t METAL HALIDE with an 'nlemai heat Smk for cboier
wag quartz floods delivering incredible energy and cost savings. y ballast operation. The lens assembly �y
Existing site conditions: The area to be disturbed under this plan is a combination of With Its compact LD E.PA and lightweight design, will allow 250 MNS-0I75H-26e' 2020a 2a02P a2.7Q�
IO shall consist of a die-cast aluminum
for easy Installation on existing poles or the use of lighter duty zsD MHS-0250H-26e' 120.2M1 240 :; , t0 door frame are a tempered heal and
400 MHS-0400M-265e 4. I 0 impacl resistant glass lens. The door
les on new installations which will reduce overall costs. For
g p g g 1. Hold pre construction meeting on site. j .� MHS-0400H-288e 202082a02„ 0 home snarl be secured to me nouang w
vacant rase land, Arkin area and buildings, in S, maximum safety and security, our 350 watt H P.S. has 4 second f r en, er zsaez3 , ss,oulam assembly Shall
two or. t I Mingo v
hot re -Strike. 'iFv. i'tr'•^ ,M„v,,..,,n�.ersM oum�c pryoas mun oe used "Liunc-ludeo.4s uPu holre-srPx arvuvdPins
2. Clear and grub the areas necessary for installation Of the silt fence and outlet „ ��„ 1-L, dg°ida,al and ire stainless s.1l laidhes and Z x
near ED-2e amp gawk Bled wah ss fee dedlate es. and
rotectlOn, Weathertight Lens Assembly - Impact -resistant, tempered oe rolmwd1 in -no oh-., Si. gasket Im
Adjacent areas:This project is bounded on the north by Flex-O-Glas, on the south and inns is mou9ted stainless
a die-cast aluminum door a me. Tool less me shall nave an seised me- r F-{ r ,
entry utilizin two slamless steel latches seals the door assembly cast awminum wvmgcapacimr Iona ��1 i, w F-�-I
east b property owned b N.P. Hood On the west b Route 11. Rough grade the pond and install the outlet i e and culvert inlet protection. to an extruded silicone gasket. This provides easy access for CATALOG LOGIC stoner with HP it cnamber i, Sled ry ^ W p� �, E-I
p stamping. The system is weathertight and corrosion resistant. direcuy beneath me housing assembly H
y p p y y y 4. Complete rou h grading. Temporary soil sta i ization shall be applied to all disturbed T°.obB-26m.xxx The wiring chamber snail o pole r
Optical System - A three-piece reflector assembly provides cover plate one weamenlgm wsmngla
areas within 14 � s I f the area i s to remain dormant for more than 2 C da y5, effic ent wide beam general illumination with even dlStfibU1100 5.„., Option easy cord The cnambe shell ao Permit held
Muvliter II PCR-TWIST-LOCK'e easy
access
he sopl anal PST
1('�71 W 'vk'• O
yy Filter Breather -Filters au and prevents dust buildup on welhge Pholotonlra Receaacla ph0loconlrol.and allow cooleroperating w
Soils information: The existin soil conditions were obtained from the USDA Soils 5. After a rove(-. the inspector, remove the temporary control devices and stabilize the reflective surfaces. Provides maximum performance with „u^Press Pre Sodium_ 150. 250, 3501. 400 voltage, temperature for capacitor and H PS
g pp � p r p y DIMENSIONS � Ie I
Survey. The so it types listed is 5B. Erosion potential for these soils is moderate to areas disturbed during removal, minimum maintenance eL Sp M.�I Halide - 175 250,400 e� stane,
LMSP-TRI-TAP(120. 277. 347V) Unit snail have a liner creamer to
Rugged Housing -Die cast, aluminum housinghas a chi S--H, h P' M-•I
P---r--r- ---��- NRTL 1 C S--„igh Pressure Sodium 7-�V� mamtam optimum performance of me CO
severe, resistant, bronze Lektrocote� finish for durability and H-_ a -puss 120zoe,2aosn rerls stem.
Metal Halide Y
appearance. Compact and contemporary design for universal r . _ _ - I Beam spnaa 7ne maximum weight of the Il000bgnt T `
NoteErederick County and VDOT retains the right to add and/or modify these erosion acceptance. ",r,:ea 6-Wide stannotexteed msand v
Stall
mum effective protected area w I�t
Integral Ballast - The ballast is heal sunk to the housing In, ,., L �J 9eueet Type IEPAI sba'i hot ea o 1.o square Tool
and sediment control measures durin the construction process, within reason to ensure for Cooler Operation and maximum heal dissipation. .,Iepa� 2-HPF High Power Faction Aheavy duty W men lyokel'.f fbe
our
Critical areas: There are no critical areas on this property. g / / _ 'CSA mry. ndl UL esled. ea"need pnwery prowrkint Sllowme unit l°demounted W k�.�{ • � W w
adequate protection to the public and the environmen Wiring Chamber n The thermally isolated wiring chamber is w.rAP wnage my wim wo 1 n3 mm) bous An aadiuonal rn IhrTY
located directly beneath the housing assembly. It includes a 1- - •zzo zQv so Hr avaia"e. con:velacmry. center V, 128.5 mml clearance hole V 1
to allow mounting to a '�i 113 mml or O O
cover plate and weathertight bushing for 90° C cord. It also Iiuiairii f'--I
rowdes easy wiring access, permits field installation of the .• 11B mml nipple shall also oe
P Y a P .i_ OPTIONS The following factory installed options are available. To specify add ondry . > rrryyy
Erosion and sediment control measures: Control of erosion and sedimentation for this optional PBT photocontrol, and allows cooler operating s approph ate suffix to catalog number above. The noodiighl knish snail bronze r, F�1 •
temperatures for capacitor and H.P.S. starter. n"""I surnx Lek is polyester powder cam
Dntroi (tlon
site shall a ore revs to ing t fO OWIng. Mogul Socket - The Mlnlhler II IU lnaire has a quality L_ VCR WIST-Lac K+re ep sole for photo onrcollspeHot RNI°tie r
L ry vouage wean a0a�,,,,Tap,350 wan nign pressure sodium snail
1c t porcelain mogul base socket with nickel screw shell to insure _, Mogul pass lamp isnipped sepa,aleiyl have a second not resmke as vandaw r"1
, Sllt Fence. long lamp life, and a spring -loaded center contact which provides operation Lamplumens shad be 5000o
a positive connection with the lamp at all operating temperatures. and lamp iae snail W 30.000 ^rs. Hot
2. ACCESSORIES aslrike Systemed or transfer oieion^ I Li
Mounting - Y gauge (yoke) -ice i motor generated air transfer °ornery L,
Outlet protection. sr provided ouniversal heavy
withstandardHubbell P For field installation with Miniliter II Series. Must be ordered separately, back-up systems
3. Culvert inlet protection bracketry A center clearance hole of 1 (28.5 mm) also allows Rhotomethc Prf mae
mounting to a '1i (13 mm) or s.' (19 mm) nipple. Finished in - �J- - - -C'- - atelog Humber Description The hoodlight n
snail have a horizontal I-�
Bronze Lektrocote"1, to complement the luminaire. I__ I 'b9900 Heavy duty steel crossarm mounting cracker (Bronze Lekvocol6.l beam spread of _ a venmai beam I-,-J
Additional Features - UL 15721isted suitable for wet locations. 01 a" crossarm Mounting Bracket Ibais to yokel spread of _ and beam efficiency
Permanent stabilization: Once construction is complete all disturbed areas not built upon ,� '..a--i - 020C SliptiorrripeBra3mmlODoyokloyore) noll¢Ss,han_ E-
CSA cemfied for outdoor use. NRTL C fisted. Hubbell Garold AS44 wau or Pipe Bracket (bolts m yoke)
r TRUNNION MOUNTING MHS-Vt Top a Bonom Visor EleCtriGl I---i
treated external hafdware. IP suitability-P55.
OETAIL MHS-vet Side visor The nooungm shall be U Llisted sueaoks
or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, MHS-Gt wireGuard in' Outdoor wetbtalonapplication iUL V`
IMHS.SPCt Polycarbonate Shield 1572 and C.S A. certified for outdoor
It • eunon Photocontmi. I IS von tmstalls m wiring boll Use t
seeding and a blanket of straw shall be applied to the topsoil. Pm,., eH5-2, Steel 12)light mounting trough. tenon siipliner 2• f21,• D D I Bronze Ail ballasts are high power fact.,.
Lektrocote finish starting rated for -20'F I-40' on H.P S 1
'Sae Huopeil PST Sk-fa oein vonages.
Typo Ca1a"g Num 1For my
Stormwater management: A stormwater management pond is proposed for this project -
The pond is to be Constructed in the southeastern corner of the site. Ranier. rtueeeLL Lighting, Inc.
HubbelhLighting, Inc. 2000 Electric Way, Chnstiansburg. Virginia 24073. (7031 302-611 t a Fax (7031 382 1526 •Telex. 23-7407719
Hubbell Canada. Inc., 870 Brock Road South, lockenng, Ontario L1 W I Z8. i9�:a 639-1138 a Fax (905) 839-9i m . telex: 06-981288
FiUBBELL ° Lighting, Inc. Hubbell, Ltd., Ronald Close. Woburn Rd. Ind. Estate, Kempston, Bedford, Engtana MK42-7SH a Tell 14423418554" Telex: 826065
Maintenance Program: The erosion and sediment control measures installed on the site February 1994 a1YN Hubbell incorporated Pnntoom U Sa
shall be maintained by performing the fo I low ing. DATE: 08- 01- 00
1. The site superintendent shall inspect all erosion and sediment control devices after
each rainfall and at least daily during prolonged rain fall. Damaged or deficient controls SCALE: AS SHOWN
shall be repaired or improved immediately.
2 The site superintendent shall inspect daily the areas construction activity to insure
erosion control effectiveness. Additional measures shall be installed immediatelyelher DRAWN BY: CAS
deficiencies are found.
FILE N0. 0799
SHEET 3 OF 3
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GENERAL NOTES
VDOT GENERAL NOTES
LECEND
VICINITY MAP
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INTERMEDIATE CONTOUR--------------
33-----------------
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
EXISTING INDEX CONTOUR - - "
-- - - - - -330
VALLEY Ro �tiF
E
County construction standards and specifications and/or current VDOT standards and specifications.
and Sediment Control Regulations and any other state, federal, or local regulations
RT. 652 yP
o
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
PROPOSED CONTOUR
40
E/P--------
\ �y
N
0
00
plans, the most stringent shall govern.
EXISTING EDGE OF PAVEMENT -----__EX
Op9 9y�
0
must be provided prior to issuance of the site development permit. The approval of these plans in no way
in the Virginia Siltation Erosion
PROP E/P
relieves the developer or his agent of the responsibilities contained and
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
PROPOSED EDGE OF PAVEMENT
Safety & Health Administration and VOSH Rules & Regulations.
EXISTING CURB AND GUTTER______________EX_C&G
_ _ __ __ __ _
���
(0 00 U)
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
'
When
PROP C&G
P4
O X� <
t ¢ Q �/
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Z Z
(V >
LO
VDOT and Frederick Count prior to construction in existing State right-of-way.
(VDOT) y p g g y,
V3.
working on VDOT right-of-way, all traffic control, whether
g g y, � permanent or temporary,
PROPOSED CURB AND GUTTER
� �� �C �� �`
Q -
J
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�� a
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.
�
CG-6
CG-6R
�� Q� Q ��
SITE
0
0 1 °
N 3
required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT s
______________
TRANSITION FROM CG-6 TO CG-6R----------------
_________________
+ �/ ,�(i
J �
L N
January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C.
0 � K
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
EXISTING TELEPHONE LINE
J
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0'
Ld
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LU
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
V4.
Design features relating to construction or to regulation, control and safety of traffic may
PROPOSED TELEPHONE LINE T
T
>_
Z O °'
d-
(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
be subject to change as deemed necessary by VDOT.
EXISTING STORM SEWER
EX. 15" RCP
��
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
„ _
J• SGALE: 1 2000
� _
T_
�
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROP. 15" RCP
U
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w
"
the Also,
land use permits for any work on VDOT right-of-way.
PROPOSED STORM SEWER
T
PROJECT INF'ORAIATION
Z
J
Ld<
6.
An approved set of plans and all applicable permits must be available at construction site. a
Lv
representative of the developer must be available at all times.
V6.
If required by the local VDOT Residency Office, a pre construction conference must be
EXISTING SANITARY SEWER
STREET ADDRESS 35425 VALLEY PIKE
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
arranged and held by the engineer and/or developer with the attendance of the
PROPOSED SANITARY SEWER a
a
WdINCHESTER, VA. 22604
co L7
Control Devices (MUTCD).
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING ELECTRIC SERVICE
MAGISTERIAL DISTRICT BACK CREEK
°
Q) 0
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED ELECTRIC SERVICE
PARCEL IDENTIFICATION NO. 6>3-((A))-87A
Q)
embankment.
any undetermined length of time. VDOT will also require 48 hours notice for any
LOT AREA 7.994 ACRES
>
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
inspection.
EXISTING GAS LINE
s
DISTURBED AREA 1.8 ACRES
o
Z Z
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPOSED GAS LINE
CURRENT ZONING NA-2
Lv�
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
adjacent public roadway through construction and maintenance of a construction entrance
CURRENT USE WHOLESALING/WAREHOUSE
on the plans and as required at the field inspection.
p q p
in accordance with the Virginia Erosion & Sediment Control Handbook. Sec 3.02.
9
PROPERTY LINE _ _ _ _
_ _ _ _ _ _ _ _ _
PROPOSED USE WHOLESALING/WAREHOUSE
Furthermore, access to other properties affected by this project shall be maintained
FLOW LINE -
- y - �
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
through construction.
SETBACKS - BUILDING: FRONT: 75' PARKING:
,
„
be minimum 6 diameter and conform to VDOT standard SB-1.
FENCELINE
SIDE: 25 FROM ROAD R/W: 25
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
q 9 9
EXISTING POWER POLE
0 PP
REAR: 25' FROM PROPERTY LINE: 5'
one litter receptacle shall be provided at the construction site.
and at the end of construction.
BUILDING HEIGHT: MAX. HEIGHT -= 60' EX. BLDG. = 30' PROP. BLDG. = 30'
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING TELEPHONE POLE
� TP
T,
SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE TO CONFORM TO
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take
P P Y Y
��
minimum 36 cover and, when possible, to be installed under roadway drainage facilities.
EXISTING WATERLINE W/ TEE
i
STANDARDS CIF SECTION 165-30 OF THE FREDERICK COUNTY
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
PROPOSED WATERLINE W/ TEE -
'T� •
ZONING ORDINANCE.
condition at all times.
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
OUTDOOR LIGHTING: BUILDING MOUNTED
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROPOSED FIRE HYDRANT
V&FH
DUMPSTER: NONE PROPOSED
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
OUTDOOR STORAGE: NONE PROPOSED"
sheets, and connections to existing lines.
EXISTING WATER VALVE
PARKING CALCIULATIONS
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
VM
�
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
prior to placement of fill.
PROPOSED WATER METER
®
REQUIRED: OFFICE - 1 SPACE PER 250 S.F.
standards and specifications, The City of Winchester and/or the City of Winchester Public Utilities.
EXISTING REDUCER
WHOLESALING/WAREHOUSE = 1 SPACE PER EMPLOYEE
16.
The location of existingutilities shown in these plans are taken from existing records. It shall be the
p g
V13.
All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall
PROPOSED REDUCER
EX. OFFICE 2 STORY 1st IFLOOR = 1 800 S.F. � x
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
� � �
2nd IFLOOR = 1,800 S.F. >
W
prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
p g y g g
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
0
TONAL = 3 600 S.F. �
E 4
utility verification and the proposed construction.
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
VEHICLES PER DAY COUNT'
100
NO ADDITIONAL EMPLOYEES ARE PROPOSED � a-
O
•
O U
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
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT to
PROPOSED STREET NAME SIGN
+
OFFICE 3 600 250 = 14 SPACES REQUIRED ¢ �'
/
C�1 �4
~
R'+ u-+
result of his construction project within or contiguous to the existing right-of-way.
prior
final VDOT approval.
PROPOSED SANITARY LATERAL CLEANOUT
WAREHOUSE EX. 21 EMPLOYEES; = 21 SPACES REQUIRED
Z
�-+ ZZ
C-+ Z
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
12
TOTAL SPACES REQUIRED = 35
HANDICAP SPACES (REQUIRED = 2
�::
O E,
Q C
must be provided to The City of Winchester Public Utilities prior to issuance of grading and/or site
development
and further where determined necessary by VDOT Inspector.
TOTAL = 37
permits.
�>
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
V15.
The installaition of any entrances and mailboxes within any dedicated street right-of-way
STORM DRAIN STRUCTURE IDENTIFIER
O
TOTAL EXISTING SPACES = 32
.
project. The relocation should be done prior to construction.
shall meet VDOT minimum design standards and is the developer's responsibility.
PROPOSED SPACES = 5
-------------------
-----------------
TOTAL PROVIDED = 37
W
� E-
20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
EASEMENT LINE
a Z
ill
in accordance with state law. In the event grave sites are discovered during construction, the owner and
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
CENTERLINE
LOADING SPACES :.
,e,
�-+ �--� �D
engineer must be notified immediately.
acceptance of work. Unit and total prices may be obscured.
12.0
REQUIRED 1 SPACE PER 40,000 S.F. OF FLOOR AREA
41 p
O
U
EXISTING SPOT ELEVATION
TOTAL FLOOR AREA = 108,200 S.F./40,000 S.F. = 3 SPACES
E-
a
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
662-4185 immediately discrepancies between field and the approved
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED SPOT ELEVATION
+
s
SPACES PROVIDED = 5
CO
< x
at (540) of any actual conditions plan.
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
715
>
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
account receivable basis.
EXISTING TREE DRIP LINE
LANDSCAPE CALCULATIONS
REQUIRED 1 TREE PER 40 OF PERIMETER PARKING
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
INTERIOR 1 TREE PER 10 SPACES
W
Z W
professional engineer and results submitted to Frederick County prior to pavement construction. If a
it the in this
EXISTING TREE
a
15"
PERIMETER
U1
> O
O U Qgeotechnical
W
report has been prepared, should supersede requirements note.
OAK 15" PINE
= 593' = 15 TREES
W
�
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
�-.
INTERIOR = 5 SPACES = 1 TREE
16 TREES PROVIDED
a
O
ad
U
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
RED MAPLE
� ENED
a)
W
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
F.A.R. CALCULATIONS
a
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12)
®
REQUIRED 1.0 OCT 2 7 2000
EX. BLDG. = 37,850 S.F.
�D
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
PROP. WAREHOUSE = 9,920 S.F.
PROP. DOCK AREA 4,000 S.F. OF PLANNING/DEVELOPM'ENT
E4
�
FIRE MARSHALL S NOTE
Water Sewer: Frederick Count Sanitation Authority
/ y y
DEPT,
P.O. Box 1877
PARKING INDICATOR
INDICATES THE NUMBER OF
i2
TOTAL = 51,770 S.F.
51,770/348,218.64 = 0.15 (F.A.R.)
Winchester, VA. 22604
Fire lane markings and signage:
TYPICAL PARKING SPACES
(540) 868-1061
OPEN .SPACE CALCULATIONS ENVIRONMENTAL FEATURES
Phone: Bell -Atlantic
Any "No Parking" signs and yellow painted curb and fire lane
REQUIRED = 15% = 52,233 S.F. FEATURE EX. ACREAGE
P.O. Box 17398
locations to be installed under the direction of the Fire Marshall's Office.
EX. $LDG. = 37,850 S.F. FLOODPLAINS 0
Baltimore, MD 21297
EX. PAVED AREA = 60,150 S.F. LAKES & PONDS 0
(301) 954-6282
PROP. WAREHOUSE = 9,920 S.F. WETLANDS PL 1 AC. 0
MISS UTILITY 1-800-257-7777
PRODP DOCK = 4,000 S.F. SINKHOLES 0
Power: Powerheny
PROP. PAVED AREA = 32,150 S.F. NATURAL STORM WATER
P.OAlle. Box 1458
HANDICAPPED PARKING NOTE
TOTAL = 144,070 S.F. DETENTION AREAS 0
Hagerstown, MD 21741
348,218.64 - 144,070 =� 204,148.64 S.F. OPEN SPACE PROVIDED STEEP SLOPES PL 15% 0
1-800-654-3317
204,148.64/348,218.64 = 58% WOODLANDS 0
I
Gas: Shenandoah Gas Co.
P.O. Box 2400
Handicapped parking spaces and aisles shall slope
Winchester, VA 22604
no renter than 2% in all directions.
g
DATE
REVISION
SEAL COVER SHEET
(540) 869-1111
Project Name:
E3. J . SAC7ER/ I NG .
0
FCSA CONSTRUCTION NOTES
TRIP CENERA TION DA TA
Owner: Address, Including Zip Code & Telephone No.
3425 VALLEY PIKE
ARK D. SMITH B. `I' SAOER' ING. WINGHE5TER, VA 22604
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
(540) 86cl-IclOcl
No.022837
2.
THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
O I, Developer: Address, Including Zip Code & Telephone
No.
3.
EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
THIS
RE VI
ION WIL
NOTsslo
5/�ME5BO�'E
AUTHORITY'S INSPECTOR.
SHEET INDEX
NAL
4.
THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
AFFECT
TRIP
GENE
A TION.
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
151 WINDY HILL LANE
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
C-7REENNAY EN6, I NEERI N6 NINGHESTER, VA 22602
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
COVER SHEET
SHEET 1 OF 3
(540) 662-4155
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
REVISED SITE PLAN
SHEET 2 OF 3
PROFESSIONAL SEAL &SIGNATURE
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
PROFILES & DETAILS
SHEET 3 OF 3
THESE PLANS ARE IN CONFORMANCE WITH APPROVAL
DATE:
08-01-00
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
FREDERICK COUNTY STANDARDS AND
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
ORDINANCES. ANY DEVIATION OR CHANGE
SCALE:
N/A
6.
THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
IN THESE PLANS SHALL BE APPROVED BY
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998.
THE DIRECTOR OF PLANNING PRIOR TO ID 3' btu
DRAWN
BY:
CONSTRUCTION.
7.
THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
FREDERICK OUNTY Z ING ADMINISTRATOR DATE
8.
A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
FILE NO. 0799
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
SHEET
1
OF 3
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USE: G pMM RG
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LLJ/ NOTE: T1N0 ILLEGAL 1 1 \\ 1
TRAILER R T 1 I' a ''
LE o BE REMo\/ED � `�l 0
FROM THE 51 TE. 1 v m
11J N lU Q �} .� ` PROP. b" DI. WATER
c� ifi j v �`' LINE EXTEN51ON
r..
r= I PROP. RELOCATED ARM ARM ARM lRM ARM ARM <RM
! EX. F.H. TO BE --7 m
COOL 1 NG UNITS $ y
PROP. GONG. i RELOCATED
PLUG 74g- —
I — — -- --747— — ._... — — —. — — _ '
' WATER W 747 45 BEND �R M 1 I 1 I X
PROP. 20' o h
_ _-_____� I o
61. V. R Ex. �" i^IA 7Et� I L I t 1E _ - — LINE ESMT.
w _ N�' EX. 2O' b'V,�T~t?= — ,747
/ ,.. LINE E:5MT. - 747 � t �� \ i
YJ.V. I(R =-1 �� CONE, J } U)
- --:--- r✓AD 746 45 BEND
---- -- —I
j 76.2' - ys ti X j
�R M 1 R r s0 745 I60 _ -445. M ?�' I ' 1
O \ \ -1; FT
� f �, 1 �, �,I ��' �, � Ex. BGLLARpS � O � •+\ < < ` t
m \\ !f E .f 5 �4G S (TO BE RELOGATE-D)� 0 \ di> X
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, 7 ` . I I I PROP05ED WAREHOUSE - EX. C RA IEL
G Ex. cool Irac UNI T5 PROP. 5 GONG. t �.
� 4,920 S.F. 0 ON GONG. PAD m PROP. 0 � .i r" 0 �. � r .
ti - 4 DOD S.F. PROP. WALL b BASE STONE a� ~� T � o 0
EX' GONC ETE 1 LOADING MOUNTED L1GHT5 \ I `� N 54 1q'lp"pv
cq F.F. = 747.9s ("TO BE RELOCATEI�t r E' t IHEFL 5TOP51 (TYP. cV �j DOCK
{.tom J LL'--
1 { FF=74q`5 NOTE: OUT➢OOR 4JOHTIN& TO BE I LD D
III EX BOLLARDS TO %�REYENT ILLUMINATION J`
Q 5 E' tj(E5 (TO BE RELOCATEO, TO 7^ DJAGENT \PROPERTlE5UA
r
I es -s
{ -I45 -145 \ 160 -145
u nl W f FkOP05ED FIRELA(NE
E FIRE MAR5HAL%� '5 NOTE I
EX. P,�VFI'ij P.�R�1NG �1�:uA -- � l ,
j
•� Z + j� W j i EX. 14' Q.N_ DOOR EX. 141 O.H. DUGiE � I/ � PROP.
�6O' RIGHT-OF-6IAY ' I \' EX. BOLL RD- j
FOR TILITIES, I l
I INC--RE55/FCRFS * I EX. 14' J.H. DOOR FXI57,'N6 B{IILIJ(Nc ,,� � I 1
r ^k�
p EX. 14 O.P. D(90 � I EX. �A'> ED
R.R. 5F'UR LINE r !! j 34,25E S.F. 1 � I i
D.B. 4-13 P6. 7O5 �` - F.F. = 747.a5 Bx. G.O, I,( AREA
60' r f EX. OIL f NTFRGEPTDR
11 EXITING FF/
l�ti 1
FLOOR = I,,`3S 00 .F. , l
Y'1.`✓. Q_ j ° 2r?dFLOOR i,e(-)0 .5.F.
EX. 5' kVATER Lr;N.E 1 EX. METEREX
-� '� ir' Of tN1NGNE�TERI YAUL T C; � LFiR5 L 1 NE GONN.
PROP. GONG. `ITV r
WHEEL STOPS �- A'.V EX. BOLL -LA Ds-c�o .'` o , P.I.N. 63-((A))-57A 8PA �ME T
EX. F.H. EX. CGOLIN,.� i
(TYP.) 3 z --I -- - - �; B.J. SAGER, I NG. �1NI rs n t s„ BM-2 X
— _ _ D.B. 4q3 PG. 708 1 Ls" sM-2 /
morn EX.. t3' 7ALL GC%Nc, iE bL_L Ex.
' POST H.G. 31GN5 0 , ZONED: M-2 30.1'
ON EX. CHAIN toa ry o X RANT ED v USE: INHOLE5AL I N& AREHOUSE
iI c,
LINK FENCEi rn ? LOADING ARE"A G r ¢ 11 Ib
VAN AC6E5510LE O t, EX. 12 O.H. DOOR
,
r
35,
L a 200.7' EX. FUEL PUMF
k EX. 5' TALL CON::. RET, by4L!_ ....._ ..._. ....._ ...�.. ..�. ...... ..._. �,.. �. �. v / .
1
EX. GA 5 METER
,Sy EX. r 4 a PA05 � / I EX, G_O, S
W I F.H.
. E BL ARDS / i tz EX. BOLLARDS _c?1�G. S
EX, FUEL FA' 71
EX ' �C7' ttii4TER TANK L i05 /
LNE E5MT.
}
X EX. PA%/EP AREA
EX. G
PdU� f3. 4C0 r \
G � r — 25' 0;L,5ING RE5TRIGTION LINE
EX GRAIN INK t=ENGF' -� EX. Er' -' ' � � _ EX. EP
y x x x x --� x x x x
N pdT�AN� ) GA5 VALVE EX . r - EX. 6RAVEL AGGE55 ROAD
--
�� -'- r-- EX. 20'_.----
�� D.B. 4q-5 P6- 705
PP PP o u PP PP
N 5& 37 40 Y�I 576.86
q 5 % EROSION NOTE LEGEND
�`' �� b 26 •q�, P. I.N. 63-((A))-80
ALLEGHENY POWER SILT FENCE
�PP
TREE LEGEND
SYMBOL
OUANTI TY
NAME
HEISHT AT THE
OF PLANTING
REMARK-5
-.
2" GAL AT
Ib
RED MAPLE
TIME OF
O$B
�-
PLANTING
3.05 BF X
D.B. 746 P6.543
ZONED: M-2
U5E: COMMERCIAL 3.06 INLET PROTECTION
3.Ib p%� OUTLET PROTECTION
'ROP. VALVE
PROP.
> PROP. 5WM AREA
/ POND TO BE
MAINTAINED BY OWNER
GRAVEL TRICKLE ---
DITCH a 0.243%
5EE DETAIL THIS SHEET
PROP. 5.A.M.
POND/
.f
f
5T
INV
-/43 s�
EX. 5MH
TOP = 744,10 ('5F
EX, 5AN. SENER aVG. LINE
CITY OF k41NCHF-STER
P
m
746`
.I.N. 63-((A))-86A
H.P. HOOD, INC.
D.B. q35 P6. 73q
ZONED: M-2
USE: COMMERCIAL
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1.5"SM-2A
3" 5m-2
W 21- B BASE STONE
CONIC. R13ER STR.
kV 93" ORFICE, INV= 743.52
TOP'= 744.40, W/TRA5H RACK
BY lEA5TERN SUPPLY
EXTEND &"' STEEL PIPE
_ FIELD AELO CONNECTION
TO EX15TINO PIPE
�--EX. 5° STEEL PIPE
INV. IN = 743?7
INV. OUT = 743.01
NOTE:
PUBL I G 1NA TER $ 3EkIER 3ERV16EO
BY CITY OF 1NIN6HE3TER
#57 STONE
1 3' 1
&RAVEL TRICKLE DITCH DETAIL
N. T.S.
4 I!
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DATE: 08-01-00
SCALE: 1" = 30'
DRAWN BY: CAS
FILE NO. 0799
SHEET 2 OF 3
SIL T FENCE C UL VER T INLE T
PROTECTION
DISTANCE IS 6' MINIMUM IF FLOW
FLOW
IS TOWARD EMBANKMENT
T
OPTIONAL STONE COMBINATION
•
*VDOT #3, #357. #5, #56 OR #57 COARSE AGGREGATE
TO REPLACE SILT FENCE IN " HORSESHOE " WHEN
HIGH VELOCITY OF FLOW IS EXPECTED
SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC
CLASS I RIPRAP
PLATE. 3.08-1
SiLT FENCE INSTALLATION
I, SET THE STAKES 2. EXCAVATE A 4" x 4" TRENCH
1JP5LOPE ALONG THE LINE OF STAKES.
fg
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
r,-vw INSTALLA I I"I•t
(PERSPECTIVE VIEW)
POINT A SHOULD BE HIGHER THAN POINT B.
DIRAINAGEWAY INSTALLATION
ESD-305 (FRONT ELEVATION)
DETAIL 1
SECTION A -A
Fabric
SECTION B-B
• Use Typical Section shown on plans or normal side slope, bottom width,
and depth
of channel, ditch or natural ground.
DETAIL 2
DETAIL 3
Fabric SECTION A -A 9-1 DEPTH
SECTION A -A 40 represents span for for box cuhiert Installations.
H-Diernster for round pipe, rfse for pips arch and box height.
NOTES
For multiple Ilne Installations Dimension D is to govern the protection outside
the channel
wldth(W).
On any Secondary Roods installation requiring erosion control atone where no
endwoll or endeection to specHled on plane, construction Is to be In
cccoa ance with
Detail 2 shown above.
Geotextile Fabric to be Installed under all erosion control stone in
accordance
with the speciruations.
AUN. DEPTH
Dry Rep Rap
RIP W
Class 1
2'
Clow 0
V
SPECIFICATION
STONE FOR EROSION CONTROL
REFERENCE
VIRGINIA DEPARTMENT
204, 303
of
445
14
TRANSPORTATION F 114.01
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Plonting Dates Species (lbs./acre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lollum multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Seca[ cereals
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Lollfum multi-florum)
May 1 - Aug. 31 German Millet 50
(Setarla italtca)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipocker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type -Tall Fescue
90-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
_
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
_
150 Ibs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtoil
Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume
seed
must be properly inoculated. Weeping Lovegrass may also be
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
B.J. SAGER
EROSION AND SEDIMENT CONTROL
NARRATIVE
A
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II-611
lTyp SLOTS FOR DRAINAGE
cell /l 1 cell
f•-�t
I. - fib 2-24" "REBARS
(Typ.) FOR WHJEEL STOP
gH
SECTION A -A
WHEEL STOP
Dt-whlatelot NOT TO SCALE
8" ORIFICE
744.5
8" ORIFICE
Z
STD PRECAST 8" STEEL
MANHOLE
STRUCTURE
(NO TOP)
= 100 YR WSL
= 10 YR WSL
= 2 YR WSL
STD PRECAST
MANHOLE
STRUCTURE
(NO TOP)
V. 743.52
744.90
8" STEEL
8""
VI\1 IVL
Pond Outlet Detail
TRASH WArK RY
Description:This project proposes to construct two additions to the existing B.J. Sager 2 The site superintendent shall inspect daily the areas construction activity to insure
warehouse/distribution facility. The total area to be disturbed by this project is erosion control effectiveness, Additional measures shall be installed immediately where -- - ORDERING INFORMATION Suggested
a roximatel 2,5 acres. deficiencies are found. o All fixturEes are trunnion mount
pp y MINILITERR II 99
3, Permanent erosion control measures include the installation of rip rap at storm sewer
Date of construction Construction will begin following Ian approval and will take outfalls and the establishment of grass on exposed surfaces disturbed in the construction The most compact 400 watt floodlight
r' J �+ p process. available. Incredibly low 1.0 E.P.A.
approximately one (1) year to complete. Hubbell's Minliter II series floodlights are constructed of rugged
v yet lightweight die-cast aluminum. it's energy efficient wide beam > \
Erosion and sediment control program distribution is ideally suited for retrofitting 500 watt and 1500 M..°
wan guano floods delivering incredible energy and cost savings.
With its compact 1.0 E.P.A. and lightweight i n i l I w ,�•� �
Existing site conditions: The area to be disturbed under this plan is a combination of pdesign, will ale
for easy installation on existing poles or the use of lighter dutypol
Allir
vacant grass land, parking area and buildings. 1. Hold pre construction meeting on site, me im mnsaetyanldsecuriryhour350rwattH.P.S.has4seconeduce overall costs. d
Specification
Gi nenl
Flondlignl shall be Hubbell Llgnling
Devisor MINILITER, li Series. Catalog
Numoer MHS- lot use
wl,h a wan
lamp.
Mechanical
The housng shall be die-cast alummum
with an mtemal heat sink for cooler
ballast operation. The lens assembly
shall consist of a die-cast alummum
door Ironic and a temperad heal and
Impact resistant glass lens. The door
Tram shall +w� e S a be secure0 to ,he housing
> t Em BT-25 a E2.3'h. 5s vr1l romp ryp.. muse Ca °,e4 "lamp mciue°r, I .ncrnr no, re-sVixe S-.1. a65embly by Iwo aluminum hmge puns
2. Clear and grub the areas necessary for installation of the silt fence and outlet hotre-strike°"�euaeunwerdairr,ninglamplAbgulpee, and nb 5a,n,p55 dteet la,pne5 and
uom unnersa ED-28 lamp. gasketeo with an extruded Silicone
Weathertight Lens Assembly - Impact -resistant, tempered _ ° po nil mourn wuh wo-m9 rhemb,r vP. gasket.
protection. i On. lens is mounted in a die-cast aluminum door frame. Tool less _ The urn shall have -Sol me -
Adjacent areas:This project is bounded on the north by Flex-O-Glad on the south and p entry utilizingtwo stainless steel latches seals the door assembly cast alummum wrmg/capacnol fend
3. Rough grade the and and install II the outlet pipe and culvert inlet protection. to an extruded silicone gasket. This provides easy access for
east by property owned by N.P. Hood, on the west by Route 11. 4, Complete rou h grading. Temporary soil stabilization shall be applied to all disturbed relamping. The system isweathertightand corrosion resistant.
dap.
System - A three-piece reflector assembly provides
areas within 14 ays if the area Is to remain dormant for more than 21 days. efficient wide beam general illumination with even distribution.
Soils information: The existing soil conditions were obtained from the USDA Soils 5. After approval bryl the inspector, remove the temporary control devices and stabilize the elfectivveer esurfaces.PPovidesilters air amaxiimumnd ntperfomancs dust e with DIMENSIONS ^
Y minimum maintenance. UL [Sp°
Survey. The so it types listed is 55. Erosion potential for these soils is moderate to areas disturbed during removal. Rugmummaintrig- DiecasL aluminum housing has achip- -' O 0
- NRTL,C
severe,
resistant, bronze Lektrocote0ti, finish for durability and-��
appearance. Compact and contemporary design for universal
NoteFrederick County and YDOT retains the right to add and/or modify these erosion acceptance. ,,,ern", -
Integral Ballast - The ballast is heat sunk to the housing L -1 I�
and sediment control measures during the construction process, within reason, to ensure lorcooleroperationandmaximumheatdissipation.
Critical areas; There are no critical areas on this ro art g
L-pp and
Wxtttege
Ceber haeg
Num
Valt eBe
Weight
EPA
Iles. kB e.
HIGH PRESSURE SODIUM
250 MHS-0250S.268 QW20812401277 26
11.8 IO
-90
METAL HALIDE
175
250
400
400
NHS-0175H-268'
MHS-0250H-268'
MHS-0400H.265°
MHS-0400M-2880
120/208. 240, 277
1201208/2401277
480
120/2081240t277
27
24
28
28
10.3
t12
12.6
12.6
1.0
1.0
IO
1.o
starter with H.P.S.) chamber located
directly beneath the housing assembly.
The wumg chamber shall mclude a
cover plate and weathanlght bushing for
90°C cord. The chamber shall provide
easy wumg access, permit field
Installation of the optional PET
photoconaol, and allow cooler operating
lemperaan for capacitor and H.P.S.
starter.
Unit shall have a filler breather to
mtam optimum pedormance of the
relleclot system.
The maximum weight of the Il000b In
Shall not exceed lbs. and
Iu maximum effective pro)ecteo area
(EPA) snap not exceed 1.0 square tool.
A heary ourytrunnpn )yokel shall be
provided to allow m n I1 be
p p y
N adequate protection to the public and the environment.
Wiring Chamber - The thermally isolated wiring chamber is
��
u . enh. mo, ut. sser e.mnder dalwery
'rR,-TAP wmege Dory,
'zzolz.bv sun H: ava�lap!a lonely.
e u , o mounma
with lop `f 113 mm) Wits. An aodieonal
located directly beneath the housing assembly. It includes a
-L---.
cpnsvn
center 11': (28.5 mm) clearance note
cover plate and wealhertight bushing for 90° C cord. It also
I' �x»lmmi
to allow mounting to a Yx' (13 mm) or
3a•
Erosion and sediment control measures: Control of erosion and sedimentation for this
provides easy wiring access, permits field installation of the
-
OPTIONS The following factory installed options are available. To specify add
)19 mml nipple shall also be
provaled.
optional PBT photocontrol, and allows cooler operating
appropriate suffix to catalog number above.
The floodlight f nlsh shall be bronze
site shall be achieved Metalling the following.
lemperalureS for capacitor and H.P.S. starter.
Mo Socket Milliliter II luminalre has
D o'mmil
I_'
S.M.
Description
LektncI le ly-te powder pant.
Hot Restrike
1. Silt Fence.
ul -The
g quality
a ry
porcelain mogul base socket with nickel screw shell [o insure
. ,I
'L CR
-L
TWIST-ase lamp I$hlppcle for hotelyl l S 9 9
p f peciry vonage when wderin Guad Tap.)
Mogul haze lamp (snipped separamin
350 wan n, n
g pressure sodium darn
havetisecondhoe
Ion lam life,andaspring-loaded center contact which provides
9 PP
� ��
ensShsirk. Shall e50.00Standar0
operation. Lamplumens shall be 50.000
a positive Connection with the lamp at all operating temperatures.
J
and lamp tife shall be 30,000 his. Hot
2. Out et protect I On.
Trunnion Mounting - A heavy gauge steel trunnion (yoke)
-i : mm
ACCESSORIES
restrike system must oe comparable Winn
motor generated ,randier badery
3. Culvert inlet
is provided for universal mounting with standard Hubbell
bra A
For field iinstallanon with Miniliter II Series. Must be ordered separately.
back-up systems.
protection
p
cketry. center clearance hole of 1'/a" (28.5 mm) also allows
�-
canal
Photometric Periormance
mounting to a '1Y (13 mm) or'/.' (19 mm) nipple. Finished in
-„' ��- -�- -C'-
I
HNmber
oorcn uon
Tha Iloodllghi shall nave a horizontal
Bronze Lektrocotew to complement the luminalre.
_I
Soso
Heavy duty Steel crossarm moumum breckel. (Bronze Lekoocote.l
beam spread of _ , a vertical beam
Permanent stabilization: Once construction is complete all disturbed areas not built
'
Additional Features - UL 1572listed suitable for wet locations.
for
A --
I„ r-lam.,--I
meal
41090
4m24c
4!944
Crosser. Mounting Bracket (bons to yokel
Slipliner 2rh' 60.3 men) OD bolls to yokel
( y l
Wall or Pipe Bracket (bolls to
spread of _ , and beam etliciency
of not less than
y upon
or paved shall be covered with a minimum of four (4) inches of topsoil Fertilizer
CSA cent outdoor use. NRTL'C listed. Hubbell Garden
treated external hardware. IP suitability-IP55.
rgUNN,ON MOUNTING
DETAIL
MHS-Vt
I6HS-vSt
A�HS-�t
yokel
Top w Bottom vise,
Side Visor
wire Guard
Elea l
Thelloo,:Ighlshall be U.L listed suitable
for outdoor wee locapon application ILL.
,
seeding and a blanket of straw shall be applied to the topsoil.
Stormwater management: A stormwater management pond is proposed for this project.
The pond is to be constructed in the southeastern corner of the site.
Maintenance Program: The erosion and sediment control measures installed on the site /ttueeet� Lighting, Inc.
shall be maintained b performing the following
IMMS-SPct Polycarbonate Shield 1572 and C.S.A. ce,ldied for outdoor
P'ST-1 • Burton Pholeconvol. 120 volt (installs m -mg oox) use.)
WHS-21 Steel (2) Ilght mounting hough, tenon shpifiner 2' (21': O.D.). Bronze All ballasts are nigh power factor.
Lektrocole finish. I starling rated for -20°F (-40' on H.P,S.)
'Sae Hu-11 PBT Senes br ream voneges.
tFa moepamren, use only
H4uB Lighting, Inc.
Hubbell/Lighting, Inc. 2000 Electric Way, Chrfsbansburg, Virgmla 24073. (7031 382-6111 . Fax: (7031 382.1526 . Telex: 23-7407719
Hubbell Canada, Inc., 870 Brock Road South. P¢kenng, Ontario L1 W 1 Z8, iS05i 839-1138. Fax: (905) 839-9108 . Telex: 06-981288
Hubbell, (Ltd., Ronald Close, Woburn Rd. Ind. Estate. Kempston, Bedford. England MK42-7SH . Tel (44 234) 855444 . Telex: 826065
February 11994 c 1994 Hubbell Incorporated Printed in U.S.A
I. The site superintendent shall inspect all erosion and sediment control devices after
each rainfall and at least daily during prolonged rain fall. Damaged or deficient controls
shall be repaired or improved immediately.
2 The site superintendent shall inspect daily the areas construction activity to insure
erosion control effectiveness. Additional measures shall be installed immediatelyelher
deficiencies are found.
Type
caakg Number
marks
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DATE: 08-01-00
SCALE: AS SHOWN
DRAWN BY: CAS
FILE NO. 0799
SHEET 3 OF 3