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15
GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY HAP
rY SCAL "= 2000'
EXISTING INTERMEDIATE CONTOUR------------
13
MARATHON
1.
Methods in the construction of the improvements herein shall conform to the current
Vl.
All work on this project shall conform to the latest editions of the Virginia Department of
W DRIVE
and materials used
EXISTING INDEX CONTOUR
330
'P
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
J
detention basins during
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
EX �
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2.
Measures to control erosion and siltation, including ponds serving as silt construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT - --
-- ---
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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.
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relieves- the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
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SITE
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER ----- --- -
EX C&G
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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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Safety & Health Administration and VOSH Rules & Regulations.
PROP C&G
C\2
(VDOT) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTERCo
b VDOT is
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 when such permit
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shall be in accordance with the current edition of VDOT's work area protection manual.
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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
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5.
The exact location of al_l 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
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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
EXISTING STORM SEWERw�
EX, la ?,CP
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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.
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP 15" RCP
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5G,4LE, 1 = 1000 4
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be the Also,
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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4
6.
An approved set of plans and all applicable permits must available at construction site. a
land use permits for any work on VDOT right-of-way.
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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
E-
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.
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
COVER SHEET SHEET 1 OF 2
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
an undetermined length of time. VDOT will also require 48 hours notice for an
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inspection.
___
EXISTING GAS LINE
_.._.
SITE PLAN SHEET 2 OF 2
d
than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner.
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PROPOSED GAS LINE
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
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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 Handbook, Sec 3.02.
FLOW LINE ..._ ... _, ... __ ...-0 ...
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
PROJECT INFORMATION
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE --- --
-
- - - ------ --_-
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE PP
one litter receptacle shall be provided at the construction site.
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V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
STREET ADDRESS 1410 VALLEY PIKE
and at the end of construction.
EXISTING TELEPHONE POLE
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WINCHESTER, VA 22601
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
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entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
VI 0.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
°
MAGISTERIAL DISTRICT BACK CREEK
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
PARCEL IDENTIFICATION NO. 75-((3))-6
condition at all times.
SOT AREA 0.744 Ac.
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14.
'Notification shall be even to the appropriate utilit com an prior to construction of water and/or sanitary
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Vll.
Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
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DISTURBED AREA 4,800 S.F.
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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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CURRENT ZONING B-2
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sheets, and connections to existing lines.
vicinity until an adequate design can be determined b the engineer and approved b VDOT.
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EXISTING WATER VALVE
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CURRENT USE RETAIL & WAREHOUSE
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be ins acted and a roved b VDOT Ins actor
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PROPOSED WATER METER
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PROPOSED USE RETAIL & WAREHOUSE
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standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
BUILDING HEIGHT MAXIMUM ALLOWED = 35 PROPOSED = 24 '
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
SIGNS NONE PROPOSED
W
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
be compacted in 6 lists to 95% of theoretical maximum density as determined by
STOP SIGN
OUTDOOR LIGHTING EX. &PROP. RECESSED SOFFIT MOUNTED
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
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utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
VEHICLES PER DAY COUNT
100
DUMPSTER AS SHOWN
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
SETBACKS - BUILDING FRONT: 50' (VALLEY PIKE) 35' (MARATHON DRIVE)
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
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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
-�
SIDE: 0
REAR: 0
t_
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
final VDOT approval.
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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
i2
F.A.R. CALCULATIONS
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and further where determined necessary by VDOT Inspector.
LOT AREA = 32,407 S.F.
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER
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EX. BUILDING = 6,000 S.F.
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
PROP. ADDITION = 3,000 S.F.
shall meet VDOT minimum design standards and is the developer's responsibility.
TOTAL = 9,000 S.F.
20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
EASEMENT LINE
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
9,00`0" S.F./32,407 S.F. = 0.28 F.A.R.
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
12.0OPEN
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
SPACE CALCULATIONS
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
15% OPEN SPACE REQUIRED
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 s
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 -� -•--r
. ,° ^_ _ ' -'
32,407 S.F. X 15% = 4,861 S.F. REQUIRED
PROVIDED = 7,360 S.F. /32,407 S.F. = 22.7%
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
professional engineer and results submitted to Frederick Count prior to pavement construction. If a
peotechnical report has been it should supersede the requirements in this note.
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V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
EXISTING TREE "'3
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15 OAK 15 PINE
LANDSCAPE CALCULATIONS
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prepared,
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PARKING PERIMETER = 1 TREE PER 40'
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23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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140'/40 = 3.5 TREES REQUIRED
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
RED MAPLE
INTERIOR LANDSCAPING = 0.4 TREES REQUIRED
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
TREES PROPOSED = 4
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12)
DENOTES LOCATION OF STD VDOT
STAND AND/OR JURISDICTIONALOCONSTRUCTION
STANDARD RAMP coNSTRvcTION
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PARKING CALCULATIONS
REQUIRED. PARKING:
OFFICE = 1 SPACE PER 250 S.F.
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UTILITY CONTACTS
FIRE MARSHALL'S NOTE
PARKING INDICATOR
INDICATES THE NUMBER OF
1 ,
112\
-
-
SALES & DISPLAY = 1 SPACE PER 200 S.F.
WAREHOUSE = 1 SPACE PER EMPLOYEE (4 TOTAL EMPLOYEES)
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Water/Sewer: Frederick County Sanitation Authority
Fire lane markings and sign age:
TYPICAL PARIaNG SPACES
EX. BUILDING FLOOR AREA = 6,000 S.F.
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P.O. Box 1877
EX. OFFICE = 208 S.F./250 S.F. = 1 SPACE
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Winchester, VA. 22604
Any No Parking signs and yellow painted curb and fire lane
EX. SALES & DISPLAY = 1,652 S.F./200 S.F. = 8 SPACES
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(540) 868-1061
locations to be installed under the direction of the Fire Marshall's Office.
EX. WAREHOUSE = 440 S.F.
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34 SPACES
= . =
PROP. WAREHOUSE ,000 S.F
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Phone: Bell -Atlantic
TOTAL REQUIRED SPACES = 13
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P.O. Box 17398
HANDICAPPED PARKING
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Baltimore, MD 21297
1 THROUGH 25 = 1 SPACE REQUIRED
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(301) 954-6282
HANDICAPPED PARING NOTE
EX. HANDICAPPED SPACES = 2 VAN ACCESSIBLE
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Power: Allegheny Power MISS UTILITY 1-800-257-7777
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TOTAL EX. SPACES = 25
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NOTE: NO ADDITIONAL PARKING REQUIRED TO MEET
P.O. Box 1458
Hagerstown, MD 21741
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THE STANDARDS OF THE ZONING ORDINANCE.
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1-800-654-3317
PROP. 4 EMPLOYEE SPACES
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ANPRoVAt_
Handicapped parking spaces and aisles shall slope
TOTAL SPACES = 29
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Gas: Shenandoah Gas Co.
no greater than 2% in all directions.
HANDICAP SPACES = 2
TOTAL = 31
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P.O. Box 2400
ENVIRONMENTAL FEATURES
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Winchester VA 22604
NO ENVIRONMENTAL FEATURES ON THIS SITE
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(540) 869-1111
--------------------------------------------_-------------
-------------
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
FCSA CONSTRUCTION NOTES
TRIP GENERATION DA TA
C, 0 VER SHEET
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1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
CLASS
USE
PER S.F.
TOTAL S.F.
TRIP RATE
VPD
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
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2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
® MARK ITH
Project Name:
Project Number:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
HIS REVI
ION WILL
NOT
,0 No. 0228 37TF-,UC<
FAF-,T5
f1 f C.AUTHORITY'S
INSPECTOR.
FFECT T
P GENERATION
°1 V[ ou
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
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®NAIL
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
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11 1 a
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
Owner:
� � I � � ®I �l I
Address, Including Zip Code & Telephone No.
� �
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
PROFESSIONAL
SEAL &SIGNATURE
_ 151 GONESTOCsA LANE
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
�l 5TEPHENS CITY, VA. 22�o55
THESE PLANS ARE IN CONFORMANCE WITH
# I
I PHONE: (540) e4 0-le6a
DATE:
11-10-99
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.
DESIGNED BY: CAS
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE
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.
IN THESE PLANS SHALL BE APPROVED BY
&A�IE AS A50VE SAME AS A50VE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
THE ZONING ADMINISTRATOR PRIOR TO
CHECKED
BY:
ASCONSTRUCTION.
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.
0988
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
151 WINDY HILL LANE
GREE N WA"r WINCHESTER, VIRGINIA 22602
ENG;INEERING;
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
PHONE: (540) 662-4105
SHEET 1
OF 2
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1"X411X4'-8" 5LAT5, 2-FIN15H NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, TOE NAIL TO P05T
41-011
125"
NOTE: PRE5ERVATIVE STAIN ON ALL UJOOD.
4"X4"X8" POSTS
CONCRETE FOOTING
N
DUI" 1PSTEF PENCE DETAIL
NOT TO SCALE
IUIRE MESH REINFORCING VD.O.T,
ROAD AND BRIDGE STANDARDS SECTION 30104
ll
68�
CLASS A-3 CONCRETE
6" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY AT OPTIMUM
MOISTURE CONTENT, VDOT BTM-I METHOD)
TFA5IIII4 DUt-1F5TE 1<' FAD
(NOT TO SCALE)
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4 eX 4 " TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6 A64X.
FLOW
J. STAPLE FILTER A4ATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4-
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
l
FLOWW
SHEET FLOW INSTALLATION ,
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
OR41NAGEWAY INSTALLATION
(FRONT ELEVATION)
SObPCE Adopted from Installation of Straw and Fabric Filter Barriers for Sed%ment Control VA DSW PLATE. J.
Sherwood Gnd Wyant --
5" CONCRETE
3000 P.S. 1. WITH
FIBER MESH
6" 21-B BASE
STONE
PARKING AREA
PAVEMENT SECTION
(BASED ON GDR-6)
sanitary
sewer main
finished
R
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cleanout pipe
wye
CG 1t
IRaaus to be of
;jyaimpprsom<
o /o
sho.n an pl-i g e
_oodyj5.'(Radius to be as
\ - F jT' -� I -_ III -on plonsl ID I50
SI'A CC It I Rom icN 7. / R�
%b1
° and .,
•,( 1 5ra cc sr
1 0 IQ
-- - - -, O 9 0 s.I2
.e. n•
5ae.ot. I I �I Uaasn 20 (H E.SJ y,'e •°. - - - - -
- a.
150 .lx 150 C c tle `
promm�o. Lm<
1
E•pm"on Jornl - n I C.pansron Joint
Note Width "B" 600 mm or o MaiNrne ,00a+ay
sna,n an IyprcalsecGans PLAN VIEW SECTION C-C
(] Consl,acl Grade changes +dh o parabolic cure
! Parobobc Cant O when the ntronce raddeannot aecommodole
E dqe of Sn older (' 1 D Ina Tar nrnq regiremenls of anticipated neo.y
It Oplionai Flo. Lrne-_1-_�1 e z Mo,. n �_ Ir acY NaHic. Ine depin for frde,an 6 corD romp.
Slope Cnonq! D .corn the limdf of 1 ♦ rodn mould be ma rased to
Manline Rood+dy - -- -'-
e ha D
Slope mange - - - - _ _ _
` When Sid CG-It.. used for enlr antes Ov�ll
IQ m Mih I., Slrtel eannra non D bt can pnt ran +iln v00t
-f y not, the tono.inq-
I6 m Desirable for Comore -lEnl, * x M-lne menl shall be construe led
IS m Min. to Ine N/W`Yne Ie. c epl an subq•ode
SECTION A - A ceo�hne-t -n` o Ce ramdled`m
Guidelines for Grade Change D h, .nnant, l
® Raaalcwb o, combinolion curb
and qutle, snaenol be comlrucl,d
beyond the RAW lint „cepl for
EnP.- volume Oe sirom• No.imu replucemenl purposes
High Imor< Ihon 1500 VPDI 0 'L ! %m When used in -hp,Inc Iron +ilh Slandord
CC ! o, eG-7. the taro lace on In,
Med- "I'D 1500 vPDt c ! % 6 X Sldndard is la ce adl,sled to malcn Ine
mo -ble curb co nligu,otran
L.. "ess than '00 VPDI 5 6 % B
See 5tondaro h In, lo. Ca,b Pomp design
to he a:ea +dn mn 51
dndo,a
XOp--h.-n• may be ...a in, •nl,aneet
In tat s,clions
Oplronal llo.Lne may ,egr:rre +a, ping of o
par non al puller to p,eclu de pondinq of wale,.
METHOD OF TREATMENT-
SK It Irtn MI.(
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES 01
nN tins shin Zr m nl
cast iron cleanout cap with brass plug
having a countersunk square head
Panella Model PA4SV-CSK (4")
Panella Model PA6SV-CSK (6")
-SDR 21
45° bend
6" stone bedding
square concrete skid pad
20"x 20"x 12" deep
aggregate base
( depth 3" )
NOTE : Where length of service lateral to exceeds 75'
a cleanout assembly shall be furnished at the
property line.
SEWER CLEANOUT
Figure 17
ER03ION AND SEDIMENTATION
1. DRAINAGE DI TCHE5 AND SEDIMENT BARRIER MUST BE
INSTALLED AT THE BEGINNING OF LAND 015TURBING
ACTIVITY.
2. ALL DISTURBED AREAS TO BE REVEGETATEO AS SOON
AS P0551BLE AFTER GRADING.
3. SEDIMENT BARRIERS AND ACCUMULATED SILT TO BE
REMOVED AFTER DISTURBED AREA IS REVEGETATED
OR STABILIZED.
4. ALL WORK 5HAL1_ BE PERFORMED IN ACCORDANCE
WITH THE VIRGINIA ER05ION d 5EDIMENT CONTROL
HANDBOOK.
NOTES:
1. PROPOSED PARKING SPACES SHOWN HEREON
ARE TO BE MARKED WITH A DURABLE PAINT AND
CLEARLY IDENTIFIED.
2. ALL STORMWATER WILL BE DIVERTED
TO THE REGIONAL DETENTION POND.
3. ALL INOPERABLE VEHICLES AND OTHER JUNK AND 0EBR15
TO BE REMOVED FROM THIS PARCEL PRIOR TO OCCUPANCY
OF THE FROF03EO BUILDING.
TREE LEOEND
SYMBOL
QUANTITY
NAME
HEIGHT AT TI
OF PLANTING
REMARKS
2" GAL AT
�RIVj�
4
RED MAPLE
TIME OF
B$B
PLANTING
3' HIGH AT
I3' (g 3' O.G.
HEDGE
TIME OF
CONTAINER
PLANTING
"IONS VIRfllll• DIP•R llrC ill 0r IR•,I`:PORT.11011
' 4" �n
THIS AREA MAY BE CONCRETE—' LBOTTOM OF CURB & GUTTER MAY
AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBSURFACE COURSES,
THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7"
DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED.
ON RURAL HIGHWAYS AND 45 MPH
OR LESS IN DEVELOPED URBAN &
SUBURBAN AREAS.
NOTE:
COMB. CURB & GUTTER HAVING A RADIUS
OF 300' OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS A RADIAL COMBIN-
ATION CURB & GUTTER.
THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
SPECIFICATION COMBINATION 6" CURB AND GUTTER
REFERENCE 105 (NOT TO SCALE)
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03
"ARA THON BA_"-fk,it
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ZONED: 0-2 111
f.15F: r�,�1dKfEA.T?K;r`JC� �I ;
ER03ION NOTE LEGEND
31L T FENCE
SF X
SSIBLE --- CG-12',,
ERMI
3 CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN
IN. _ TO 0 AT THIS POINT OR
PAY (/ �12 - PAY LIE CG-12 CONTINUE AT FULL HEIGHT =3y
WHERE APPLICABLE
vAI
=0£IY "IDTM AEI" SNT BARS O 1Z" OC o•ec _;oeeoeee
WALK SPACE 1/ VAR 4 VAR WIDTH SIDEWALK MINIMUM CONCRETE e. � e e° a e• ��"
OR SIDEWALK SPACE COVER 1 1/2- a e'> p=O.i1�"
---1 ° PERMISSIBLE
U"6J/
I-8 --I CONSTRUCTION JOINT
RADIAL PLAN N. 5xe- BARS a 12' OCMRAMLPA
d
COVER 11 1/2TYPICAL ALTERNATE RADIAL PLAN
NCE
FOR USE AT APPLICABLE STREET *FOR (HEAVY
TRUCK
T AFFICENTRANT )
A (HEAVY TRUUCK TRAFFIC ANTICPATED
CONNECTIONS AND COMMERCIAL SEE STANDARD CG-13 SHEET 203.10
HNC. fPERWI7RlIC'�710N JOINTENTRAIN
TT- 71
B VAR. WDTN nj' i B �►g'
SIDEWALK ORSPACE
W -
SIDEWALK
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� RAMP FLOOR
se
TANGENT PLAN SLOPE 121 MAX.
8'
ISOMETRIC
VIEW
• 7' WHERE STD. CCe-3, 0G-7 IS USED HOTS
7-4' I$ THE MINIMUM CURB RAMP FLOOR TO BE GLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP -
SIDEWALK AREA r-4'IREQUIREMENT MI RESISTANT INTEGRAL DETACHABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE
(WITH OR WITHOUT BUFFER STRIP) ACHIEVE 1Y:1 SLOPE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN RACE). THE DETACHABLE
WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT
sn. OG 2 �8 7-4" EXCEED A MAXIMUM SLOPE OF 12:1.
OR C�8 &33% MAX.
-_ FLARED SIDE'S OF CURB RAMP TO BE POURED MONOUTICAMY WITH RAMP FLOOR OR
BY USING PERMP-gBEE CONSTRUCTION JOINT WITH REQUIRED BARS
• 7- DEPTH ro BE LISI1T WHEN THE ENTRANCE r RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT
RAOE CANNOT ACCOMMODATE THE TURNING ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP
SECTION A -A REOUREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE LASS A-4.
TRUCK TRAFFIC. REWIRED BARS ARE ro BE No. S xe° PLACED 1' CENTER TO CENTER ALONG BOTH SIDES
SLOPE 12-1 MAX. OF THE RAW FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONOMTE COVER 1 1/2".
THIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR
OR PRECAST IN PLACE HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK,
C1MPLM-IN-PUCE.
5 Ar BARS • 1Y OC SECTION B-B PERMISSIBLE CURB/WRB & GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED H
CCNSIRI1CIKkN JOINT PAYMENT FOR CURB/CURB h GUTTER.
LIMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED ro MATCH THE MOUNTABLE CURB CONFIGURATION.
V TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN T-4- CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
ENGINEER. THEY ARE TO BE PROVIDED AT IN WHEREVER AN ACCESSIBLE
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE- FIRM AND ATE ■ WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD -
SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LESS OF WHETHER SIDEWALK IS D0S1ING, PROPOSED OR NONEXISTENT. THEY MAY BE
BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS, OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIECTED BY THE
ENGINEER. BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP IDES EX LIGHT POLES,
FIRE HYDRANTS, DROP INLETS. ETC. WILL ALSO AFFECT PLACEMENT.
� CURB RAMP
502 (PERSONS WITH MOBILITY IMPAIRMENTS)
504 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09
3 TA TE r-1, RW1 N!5URAM--F
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49.50'
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DATE: 11-10-99
SCALE: 1" = 20'
20 10 m 20 40 DRAWN BY: CAS
FILE NO. 0988
SCALE: 1" = 20'
SHEET 2 OF 2
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GENERAL NOTES
VDOT GENERAL NOTES
LECEND
VICINITY M4P
EXISTING INTERMEDIATE CONTOUR-------,
-•-_� �, "~-
� MARATHONQAL � 2000'
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Vl.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
1,530
\1�110p
id DRIVE
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,
be to issuance the development The approval of these in
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT - -
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- EX L P
must provided prior of site permit. plans 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 PAVEMENSITE
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Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
P Y P P
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
Safety & Health Administration and VOSH Rules & Regulations.
PROP C&G
(VDOT) and Frederick County prior to construction in existing State right-of-way.
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
V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6
CG-6R
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shall be in accordance with the current edition of VDOT s work area protection manual.
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TRANSITION FROM CG-6 TO CG-6R
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required under State law.
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Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
I
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 -- -
--- ---- - -
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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
" PCP
E., 1� 4
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Ct
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary b
J g y y VDOT.
EXISTING STORM SEWER -=-�=--�._...�__.,
.- - _
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5.
PROP 15" RCP
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SG,4LE: 1 1��� 4
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Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
J
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.
4
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representative of the developer must be available at all times.
EXISTING SANITARY SEWER
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V6.
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SHEET INDEX X
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
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.
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
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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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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
an undetermined length of time. VDOT will also require 48 hours notice for an
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EXISTING GAS LINE
- -
COVER SHEET SKEET I OF 2
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than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner.
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inspection.
PROPOSED GAS LINE
SITE PLAN SHEET 2 OF 2
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
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 Handbook Sec 3.02.
FLOW LINE
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
PROJECT INFORMATION
be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE -- -
- --- - -
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
PP
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
m
STREET ADDRESS 1410 VALLEY PIKE
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
and at the end of construction.
EXISTING TELEPHONE POLE
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WINCHESTER, VA 22601
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
'�'
MAGISTERIAL DISTRICT BACK CREEK
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.
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PROPOSED WATERLINE W/ TEE
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PARCEL IDENTIFICATION NO. 75- 3 -6
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condition at all times.
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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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LOT AREA 0.744 Ac.
DISTURBED AREA S.F.
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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 b the engineer and approved b VDOT.
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EXISTING WATER VALVE
B-2
CURRENT ZONING B-2
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CURRENT USE RETAIL & WAREHOUSE
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved b VDOT Inspector
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PROPOSED WATER METER
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PROPOSED USE RETAIL &WAREHOUSE
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standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority.
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prior to placement of fill.
EXISTING REDUCER
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BUILDING HEIGHT MAXIMUM ALLOWED = 35 PROPOSED = 24
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
SIGNS NONE PROPOSED
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
be compacted in 6" lifts to 95% of theoretical maximum density as determined b
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STOP SIGN
OUTDOOR LIGHTING EX. & PROP. RECESSED SOFFIT MOUNTED
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
VEHICLES PER DAY COUNT
100
DUMPSTER AS SHOWN
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
performed by a qualified independent agency shall be conducted as required in the VDOT
PROPOSED STREET NAME SIGN
,
SETBACKS - BUILDING FRONT: 50 (VALLEY PIKE) 35 (MARATHON DRIVE)
result of his construction project within or contiguous to the existing right-of-way.
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Road and Bride Specifications. A co of all tests shall be submitted to VDOT prior to
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PROPOSED SANITARY LATERAL CLEANOUT
SIDE: 0
REAR: 0
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18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
final VDOT approval.
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must be provided to Frederick County prior to issuance of grading and/or site development permits.
V14.
SANITARY MANHOLE IDENTIFIER
12
F.A.R. CALCULATIONS
o
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
and further where determined necessary by VDOT Inspector.
LOT AREA = 32,407 S.F.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER 6
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EX. BUILDING = 6,000 S.F.
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
PROP. ADDITION = 3,000 S.F.
s hall meet VDOT minimum design standards and is the developer's responsibility.
TOTAL = 9,000 S.F.
20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
EASEMENT LINE
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
9,000 S.F./32,407 S.F. = 0.28 F.A.R.
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
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acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
OPEN SPACE CALCULATIONS15%
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
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
715 3
OPEN SPACE REQUIRED
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
32,407 S.F. X 15% = 4,861 S.F. REQUIRED
PROVIDED = 7,360 S.F./32,407 S.F. = 22.7%
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has been prepared, it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
EXISTING TREE ';t
15" OAK �=r 15" PINE
LANDSCAPE CALCULATIONS
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PARKING PERIMETER = 1 TREE PER 40
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
r,®
140'/40 = 3.5 TREES REQUIRED
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
cR ) RED MAPLE
INTERIOR LANDSCAPING = 0.4 TREES REQUIRED
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
TREES PROPOSED = 4
>_
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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PARKING CALCULATIONS
[-I
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DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
STANDARD RAMP CONSTRUCTION
REQUIRED PARKING:
OFFICE = 1 SPACE PER 250 S.F.
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UTILITY CONTACTS
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A1ti�J11ALL'
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PARKING INDICATOR
INDICATES
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/12
SALES &DISPLAY = 1 SPACE PER 200 S.F.
WAREHOUSE = 1 SPACE PER EMPLOYEE (4 TOTAL EMPLOYEES)
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THE NUMBER OF
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Water/Sewer: Frederick County Sanitation Authority
Fire lane markings and signage:
TYPICAL PARKING SPACES
EX. BUILDING FLOOR AREA = 6,000 S.F.
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P.O. Box 1877
EX. OFFICE = 208 S.F./250 S.F. = 1 SPACE
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Winchester, VA. 22604
Any No Parking signs and yellow painted curb and fire lane
EX. SALES & DISPLAY = 1,652 S.F./200 S.F. = 8 SPACES
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(540) 868-1061
locations to be installed under the direction of the Fire Marshall's Office.
EX. WAREHOUSE = 4,140 S.F.
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PROP. WAREHOUSE = 3,000 S.F. = 4 SPACES
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Phone: Bell -Atlantic
TOTAL REQUIRED SPACES = 13
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P.O.
P.O. Box 17398
Gl, Z
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Baltimore, MD 21297
HANDICAPPED PARKING
SPACE
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(301) 954-6282
HANDICAPPED -1ARl1INir NOT
EX. HANDHROUGH SPACES VANQUIR EDSSIBLE
Power: Allegheny Power MISS UTILITY 1-800-257-7777
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TOTAL EX. SPACES = 25
NOTE: NO ADDITIONAL PARKING REQUIRED TO MEET
P.O. Box 1458
THE STANDARDS OF THE ZONING ORDINANCE.
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Hagerstown, MD 21741
PROP. 4 EMPLOYEE SPACES
121
AF✓I�'I�uv,�,t_
1-800-654-3317
TOTAL SPACES = 29
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Handicapped parking spaces and aisles shall slope
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Gas: Shenandoah Gas Co.
no greater than 2% in all directions.
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HANDICAP SPACES = 2
TOTAL = 31
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P.O. Box 2400
Winchester, VA 22604
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ENVIRONMENTAL FEATURES
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(540) 869-1111
______.__ __.__._..._.__.__.____________.___.__.___.___
___ _____________
NO ENVIRONMENTAL FEATURES ON THIS SITE
04
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FREDERICK COUNTY ZONING ADMINISTRATO DATE
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FCSA CONSTRUCTION NOTES
TRIP CENERA TION DATA
COVER SHEET
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1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
CLASS
USE
PER S.F.
TOTAL S.F.
TRIP RATE
VPD
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
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2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
U MARK ITH
Project Name:
Project Number:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
IS RE VI
ION TWILL
NOT
0No
., 022837
2C 287
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00AUTHORITY'S
INSPECTOR.
AFFECT TRIP
GENERATION
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4 ENANCE DEPARTMENT IS
SANITATION
NSIBLE FOR THE
AUTHORITY
TION OF WATER
CIE
S(SNAL
Magisterial District:
Date of Plan: (Month, Day, Year)
METERS. BEFORE RMANENMT ER IS SET,, THEY REQUIRE,•P) THE FRAME ANDCOVERTO BE PROPERLY
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
54C< GREE< �IAG;16TEfRIAL
1 Q eS
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
I I
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
PROFESSIONAL SEAL &SIGNATURE
Owner:
� � � ®I �l 9a
Address, Including Zip Code & Telephone No.
�
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
151 CONESTOCKA LANE
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
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y, 1 � � I STEPHENS CITE', VA. 22�055
THESE PLANS ARE IN CONFORMANCE WITH
IOl I�l PHONE: (540) 665-1965
DATE:
11-10-99
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.
DESIGNED BY: CAS
6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE
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.
IN THESE PLANS SHALL BE APPROVED BY
SAME AS Af5CVE SAME AS A50VE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
THE ZONING ADMINISTRATOR PRIOR TO
CHECKED
BY:
ASCONSTRUCTION.
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
DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013.
151 WIN®Y HILL LANE
FILE N0.
0988
IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED.
��
TER, IRGI NI
� ENGINEEfRING U1INCHESTER, VIRC�INIA 22602
PHONE: 85
SHEET
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IIIX4"X4'-8" 5LAT5, 2-FIN15H NAIL AT
TOP AND BOTTOM
2"X4"X4' BEAMS, TOE NAIL TO POST
1.25" 4' -011
NOTE: PRESERVATIVE STAIN ON ALL WOOD.
4"X4"X8' POSTS
CONCRETE FOOTING:
�1
1
DU„IPSTEiz FENCE DETA4L
NOT TO SCALE
WIRE MESH REW-ORCINGs VD.O.T.
ROAD AND BRIDGE STANDARDS SECTION 301.04
all
5 ' CLASS A-3 CONCRETE
fo" BASE 21-A
COMPACTED SUBGRADE
(COMPACTED TO S5% DENSITY AT OPTIMUM
M015TURE CONTENT, VDOT 5171-1 METHOD)
,45H DUMF5TEF FAD
(NOT TO 5(--ALE)
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6 M4X
I
FLOW
J. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4"
4. BACKF/LL AND COMPACT
THE EXCAVATED SOIL.
.1SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOUL ff Adopted from hutokbon of Straw and Fabric Filter Barriers for Sediment Control,A DSWC PLAIF. J 05-2
Sherwood and Wyant
- a
a
a
. a
a
4
. a d .
5" CONCRETE
3000 P.5.1. W/ TH
FIBER ME5H
6" 21-3 BASE
STONE
PARKING AREA
PAVEMENT 5EGT10N
(DA5E 1 ON 6DR-6)
IRoaus to be as vpr lnm _spore
xxsu to<�nq o omnne
in .a
an planif
ISat.oaI A 1ood.ay
IR.du Io be m
- - - - - - r - — - �--h— a.n as plans) rso
m I / J
Sr° CG 12 I \ _ Aoad oombwnhoa _ R I
i Srd fcg�ti" I _ _
i¢ n Q` I O n7 - - - _�
0
Siee.o. I O I :'I Class 20 ME. S.1 Vie.°.'e e. e'. n • s. _ _ — — -
_ LSD Concrete ,
plionol r lo. line
E.pan"on Joint- r ---- ---l�I ----- C.pann Joint
A -.I
flat, Widlh '0" 600 n,n or o Mainline road..,
_
,he .a °a IYP.C.1',111...' PLAN VIEW SECTION C-C
0 C-111.11 Orode changes aIh a p—oofic curve
! Polabobc Curve O When the aI[an[e laalCann01 acC.' mOdato
Edge of sno.lAe, D the I.—q requr<ments o1 antic ipal ed he.
B ;t Ma.. ouch 1rnlllc. the dt In for side.ol, L cwD r
o, Op Donal rlo. Gne —I 9ope Cnanq< n D V t amps
_ .Ih,n th! I'mll, of l e radx should De m eased to
Ma"I"t Rood"°y — — — — — _ — _ — I75 mm.
e z Ma. _ p
Slope Change -- — when Sid CG I[,$ used for entrances built
I12 m Min I., S11eet Connection D in conjunc Lion .iln VDOI projec is. please
note Ibe 1.11-9
7 6 m Dev ", CommercialEnlr T * Moinline yV—menl shollbe consbucled
15 m IM.a. to the Ryw line Ie.cepl anon subg,.d,
.ol IM, io. required to, '"Ine
SECTION A - A P.,,m,ni ean CO. be .-died in
Guidelines for Grade Change D 'n c
® Radlacwb or comb-Im. curb
and gull, sh..n. be c nst-Cled
beyond the R/W line <.c<pl for
- Entrance Volum< De sir obit M.— I'Placemenl purposes
Wh<n used in conjunc Ilan .'In Sfoad.ld
Hgn (mole the, !R00 vPDI 0 z ! x CG-] o, CG-7. 1n, neb lace on leis
Meda.m 4500 1500 VPDI c ! 6 I Slondoid is to b< odjusled to match the
mouafobl< cwD [anliqurobon
Low Mess than 500 VPDI [. 6 '/. B :[
S,, $landed CG-12 for Curb R.mp des,gn
to be
used .'th In is Standard
1; Optonolll-11ne may be used to, entrances
in cut sections
Oparbaonnol ollo.fnmyprtequ,ping o
er[4evpgullto df a
nd.nq of .ale,.
_]�
METHOD OF TREATMENT- Sa"�"1qN
Pf f I M,[I
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES sot
20l 01 INN-"tt IIOfIS ili(F1 eRf' 111 AlllE1 RDAF II PSIDNS VIRGO- Df P,JilctFtfl OF IR"15P0RFtFIllr1
4" 2e, R CG-6
a
e � n n
a
6" 2'-0"
THIS AREA
MAY BE CONCRETE
BOTTOM 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
1201.03
YJOG-12
ERMISSIBI
3' OCINSTRUCTION JOINT TAPER CURB HEIGHT DOWN
MN• __ TO 0 AT THIS POINT OR
PAY; -- -- - - PAY t1NE CG-12 CONTINUE AT FULL OR zaf
INHERE APPLICABLE
V
M*pnt If YAL A VAR WIDTH SIDEWALK MIN t OWcKTOC
E .o <•
A� e° ° OR SIDEWALK SPACECOVER i I f2' ••eooe°5 eoo° ? jt'
1—s---1 s---1 SSIBLE
CONSTRUCTION JOINT GQ'
RADIAL PLAN No. 5.W BARS • 12- OC g
MINIMUM CONCRETE
COVER 11/Y TYPICAL ALTERNATE RADIAL PLAN
FOR USE AT APPLICABLE STREET * FOR C01ENTRANCE
A (RIMED TRUCKARUIYt 7RAFTTC ANTICIPATED)
CONNECTIONS AND COMMERCIAL SEE STANDARD OG-13 SHEET 203.10
PERMIMIKE ENTRANCES
MMN. CONSTRUCTION JOINT
B VAR. WDTH
SIDEWALK OR
BALK ' ► Y ���s '-'�'�'--`'�
A 'r
o°ee • RAMP FLOOR
s e.::oeeo::ee' 9
...
TANGENT PLAN ••` e
SLOPE 12:1 MAX.
8'
ISOMETRIC
• r WHERE SrD. CG-3, CG-7 IS USED NOTES- MEW
MINIMUM7 -4' IS THE MICURS RAMP FLOOR TO BE a.ASS A-3 CONCRETE (CLASS A-4 w PRECAST) WITH SUP -
SIDEWALK AREA REQUIREMENT MI RESISTANT INTEGRAL DETACHABLE WARNING SURFACE COYERNG THE ENTIRE WIDTH OF THE
(WITH OR WITHOUT BUFFER STRIP) ACHIEVEE 12":1 SLOPE RAMP FLOOR (RAMP FLOCK MAY BE PRECAST OR CAST IN PLACE). THE DETACHABLE
WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT
SrD. CG-2 �6 r-4" EXCEED A MAXIMUM SLOPE OF 12:1.
OR 013-8 8,337E MAX.
_ FLARED SIDES OF CURB RAID TO BE POURED MONd.D11fCALlY WITH RAMP FLOOR OR
BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
—T DEPTH TO BE USED MEN THE ENTRANCE IF RAMP FLOOR IS PRECAST, HOLES MUST BE FROWOED FOR DOWEL BARS SO THAT
RADII CANNOT ACCOMMODATE THE TURNING ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP
SECTION A -A REQUIREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE CUSS A-4.
TRUCK TRAFFIC. REWIRED BARS ARE TO BE No. 5 x8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES
$LOPE 12'1 MAX. OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOD_ MINIMUM CONCRETE COVER 1 1/2-.
THIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR
OR PRECAST IN PLACE HYMACARC cluENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK.
COMPLETE -IN -PLACE.
BARS • 1Y OC SECTION B-B P�NSSBI.E CURB/CURB & GUTTERSLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN
CONSTRUCMIN JOINT PAYMENT FOR CURB/CURB h FRITTER.
LIMITS OF EXPOSED AGGREGATE SIDEWALK MEN USED IN CONJUNCTION WITH STANDARD CC-3 OR CG-7, THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED TO WATCH THE MOINHTABLE CURB CONFIGURADNi.
TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN r-4" CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
ENGINEER ' THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBE
■ ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND ROUTE IN WITHIN THE F40 HT -OF -WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD -
SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED OR NONEXISTENT. THEY MAY BE
BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE
ENGINEER. BUT SHOULD NOT BE LOCATED BFNND VEHICLE STOP LIES. EX. LIGHT POLES,
FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
SPECIFICATION CURB RAMP
5RENCE (PERSONS WITH MOBLITY IMPAIRMENTS)
504 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09
Ex. EAL L hula
5TA T E r";ARft INN YAM,'. l"
ZONEO: N-2
Ix`wE: rN✓{?�.�t�RGi•� Or:_�l�';
t
R cast iron cleanout cap with brass plug
having a countersunk square head
Panella Model PA4SV-CSK (4") J
Panella Model PA6SV-CSK (6") 11 r ti
finished rade j!
square concrete skid pad
20"x 20"x 12" deep �. lh? t f �� E C ff 6 —
aggregate base O 5 54 °22'17" E 217.00'
( depth 3")
cleanout pipe
JCS. E,c,Elt3-_- EX. fENGE - �EL~�-.
T(2.• SE REMOVED) t"ice . t f:
(
sanitary SDR 21 .. ...,�... ",""m'"-.o...... .�, �."m"e'"` ..�,..
sewer main e, �+ �z GL
<r h f r
wye 451 bend EX. U,`tL1Tr' - — r 1
EA,�'EMENT i EX. 5$WER G.O. TO BE -~
-- j RAISZD TO FINISHED
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
ER05ION AND SEDIMENTATION
I. DRAINAGE OITGHE5 AND SEDIMENT BARRIER MUST BE
INSTALLED AT THE BEOINNINO OF LAND 015TURBIN&
AGTIVeITY.
2. ALL DISTURBED AREAS TO BE REVEOETATED AS SOON
A5 POSSIBLE AFTER GRADING.
3. 5EDIMENT BARRIERS AND ACCUMULATED 31LT TO BE
REMOVED AFTER 013TURBED AREA l5 REVEOETATED
OR STABILIZED.
4. ALL WORK 5HALL BE PERFORMED 1N ACCORDANCE
WITH THE VIRGINIA EROSION $ SEDIMENT CONTROL
HANDBOOK.
NOTE5:
I. PROPOSED PARKINO SPACES SHOWN HEREON
ARE TO BE MARKED WITH A DURABLE PAINT AND
CLEARLY IDENTIFIED.
2. ALL STORMWATER WILL BE DIVERTED
TO THE REGIONAL DETENTION POND.
3. ALL INOPERABLE VEH16LE5 AND OTHER JUNK AND DEBRIS
TO BE REMOVED FROM TH15 PARCEL PRIOR TO OCCUPANCY
OF THE PROPOSED BUILDING.
TREE LEGEND
SYMBOL
QUANTITY
NAME
HEIGHT AT rIOF PLANTI
NG
REMARKS
r -•
2" GAL AT
�RIV)�
4
RED MAPLE
TIME OF
BCfB
PLANTING
3' HIGH AT
�3
133' O.G.
HEDGE
TIME OF
CONTAINER
PLANTING
Imo..
! O
PROP. RELOCATED
OAS METER f
Mom'
7}
'7'F/,-2El` AN L AI:ERII 5,
IN6,.
� (n I
I
Lu
?_TONEO, F.-2
`t
i`
lm
y PROPOSED
3' H1GH HEDGE i
5PACED 4' FROM
BACK OF CURB ! I
en
-... E/�.. CA Fr �?f"! 1 •l. G71'-. i' ate. �>
may, i,1
I-IAF•.A. T,46)N LANK
(45E: 1 AN1�f t k./NG �l i
ERO51ON NOTE LEGEND
SILT FENCE
SF X
500' _15BHT :Jl ;?t'sNCf
UNPOS D 5 D LIMIT
Fr "iA,RATH-A, ' BANS": `-
TAK
J ZOtv'E"O., -0-2 i
CURVE DATA
CURVE
RA005
ARC, LENGTH
GHD. LENGTH
GHD. BEARING
DELTA ANGLE
TANGENT
GI 1
35.00'
54.98'
49.50'
S 50°3744" W
C40000'13"
35.00'
1;
I
I
42'
Nj
W01
0
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In
It
CQ
It
N 00
CO Lq
1�$-4
oI
x
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W0It
Lo
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1-.
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(1)
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k
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to W
(n
04 - a
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CO)
O0p
EE-'+
04
Q
DATE: 11-10— 99
SCALE: 1" = 20'
40 DRAWN BY: CAS
FILE NO. 0988
SHEET 2 OF 2