HomeMy WebLinkAbout16-01 B.J. Sager, Inc. (Office Addition & Parking) - Back Creek - Backfile (2)GENERAL NOTES
VD0T GENERAL 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 -------------- -"` �.
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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 R�
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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
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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
the most stringent shall
PROPOSED CONTOUR
40
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, govern.
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EXISTING EDGE OF PAVEMENT _
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
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
V3.
When VDOT traffic temporary,
PROP C&G
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VDOT and Frederick Count prior to construction in existing State right-of-way.
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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.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT s
______________
TRANSITION FROM CG-6 TO CG-6R
CG-6 CG-6R
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required under State law.
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.��
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EXISTING TELEPHONE
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5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
V4.
Design features relating to construction or to regulation, traffic
LINE
PROPOSED TELEPHONE LINE
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
control and safety of may
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(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
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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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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.
PROPOSED STORM SEWER
PROJECT INFORMATION
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representative of the developer must be available at all times.
V6.
If required by the local VD
VDOT Residency Office, a pre construction conference must be
EXISTING SANITARY SEWER
STREET ADDRESS 3425 VALLEY PIKE
7.
barricades or flagmen should be in accordance with the Manual on Uniform Traffic
Warning signs, markers, g
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
-- -
MAGISTERIAL DISTRICT BACK 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. 63-((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 6,360 S.F.
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than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
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V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPOSED GAS LINE
CURRENT ZONING M-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
The
Furthermore, access to other properties affected by this project shall be maintained
FLOW LINE
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. 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
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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'
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to
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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----v
STANDARDS OF 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 •-
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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: EX. BUILDING MOUNTED -- NONE PROPOSED. ANY FUTURE
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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OUTDOOR LIGHTING TO BE SHIELDED TO PREVENT
ILLUMINATION TO ADJACENT PROPERTIES.
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.
sheets, and connections to existing lines.
EXISTING WATER VALVE
DUMPSTER: NONE PROPOSED
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
prior to of fill.
PROPOSED WATER METER
®lA1L
OUTDOOR STORAGE: NONE PROPOSED
standards and specifications, The City of Winchester and/or the City of Winchester Public Utilities.
placement
EXISTING REDUCER
IF
PARKING CALCULATIONS
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 sewer trenches shall
PROPOSED REDUCER
REQUIRED PROPOSED
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 b
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STOP SIGN
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OFFICE = 1 SPACE PER 250 S.F. EX. &PROP. SPACES PER APPROVED
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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
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WHOLESALING/WAREHOUSE = 1 SPACE PER EMPLOYEE SITE PLAN #43-00
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utility verification and the proposed construction.
of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
VEHICLES PEIB DAY COUNT
100
NO ADDITIONAL EMPLOYEES ARE PROPOSED
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performed by a qualified independent agency shall be conducted as required in the VDOT
TOTAL PARKING PER PLAN #43-00 = 37
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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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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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PORTION OF EX. OFFICE TO REMAIN = 540 S.F. PROPOSED SPACES = 12
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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
PROP. OFFICE = 4,015 S.F. TOTAL PROVIDED = 49
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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 = 4,555 S.F. HANDICAP SPACES PER PLAN #43-00 = 2
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must be provided to The City of Winchester Public Utilities prior to issuance of grading and/or site
and further where determined necessary by VDOT Inspector.
OFFICE 4,555/250 = 19 SPACES REQUIRED
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development permits.
WAREHOUSE EX. 21 EMPLOYEES = 21 SPACES REQUIRED
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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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SPACES REQUIRED = 40
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project. The relocation should be done prior to construction.
shall l meet VDOT minimum design standards and is the developer's responsibility.
HANDICAP SPACES REQUIRED = 2
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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 ------------------------------------
TOTAL = 42 LOADING SPACES
REQUIRED 1 SPACE PER 40,000 S.F. OF FLOOR AREA
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in accordance with state law. In the event grave sites are discovered during construction, the owner and
be immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
work. Unit total be
CENTERLINE
TOTAL FLOOR AREA = 108,200 S.F./40,000 S.F. = 3 SPACES
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engineer must notified
acceptance of and prices may obscured.
12 0
SPACES PROVIDED = 5
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EXISTING SPOT ELEVATION
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21.
The contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering P 9 Y Y g g
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
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LANDSCAPE CALCULATIONS
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
PROPOSED SPOT ELEVATION
715 3
REQUIRED 1 TREE PER 40' OF PERIMETER PARKING
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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 _s
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REQUIRED INTERIOR 1 TREE PER 10 SPACES
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PERIMETER = 171' = 4.2 TREES
INTERIOR = 12 = 1.2
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
EXISTING TREE
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15 OAK 15 PINE
TOTAL =
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geotechnical report has been prepared, it should supersede the requirements in this note.
VI
6 TREES PROVIDED
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23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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F.A.R. CALCULATIONS
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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
�RN}t RED MAPLE
REQUIRED 1.0
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
EX. BLDG. = 37,850 S.F.
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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PROP. WAREHOUSE = 9,920 S.F.
PROP. DOCK AREA 4,000 S.F.
FIRE ARSIIALL'S NOTE
DENOTES LOCATION OF STD VDOT
STANDARD
STAND ANDRAMP/OR CONSTRU°i ON
_
51,770/30TAL 48,218.64'77 0.15 F(F.A.R.)
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Water/Sewer: Frederick County Sanitation Authority
PARHING INDICATOR
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P.O. Box 1877
INDICATES THE NUMBER OF
OPEN SPACE CALCULATIONS ENVIRONMENTAL FEATURES
Winchester, VA. 22604
Fire lane markings and signage:
TYPICAL PARKING SPACES
REQUIRED = 15% = 52,233 S.F. FEATURE EX. ACREAGE
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(540) 868-1061
Bell
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Any No Parking signs and yellow painted curb and fire lane
EX. BLDG. = 37,850 S.F. FLOODPLAINS 0
EX. PAVED AREA = 60,150 S.F. LAKES & PONDS 0
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Phone: -Atlantic
locations to be installed under the direction of the Fire Marshall's Office.
PROP. WAREHOUSE = 9,920 S.F. WETLANDS PL 1 AC. 0
P.O. Box 17398
PROP. DOCK = 4,000 S.F. SINKHOLES 0
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Baltimore, MD 21297
PROP. PAVED AREA = 32,150 S.F. NATURAL STORM WATER
{$
(301) 954-6282
MISS UTILITY 1-800-257-7777
TOTAL = 144,070 S.F. DETENTION AREAS 0
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Power: Allegheny Power
PAVED AREA TO BE REMOVED = 2,176 S.F. STEEP SLOPES PL 15% 0
P.O. Box 1458
HANDICAPPED PARINC NOTE
TOTAL = 141,894 S.F. WOODLANDS 0
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Hagerstown, MD 21741
348,218.64 - 141,894 = 206,324.64 S.F. OPEN SPACE PROVIDED
1-800-654-3317
206,324.64 / 348,218.64 = 59%
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
6127101
PER PLANNING 00MMENT5
Project Name:
B..J. SA6ER, IIVG.
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TRIP GENERA TION DATA
Owner: Address, Including Zip Code &Telephone No.
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3425 VALLEY PIKE
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
MARK D. SMITH
B. J. SA67ER, I NG. WINGHESTER, VA 22604
(540) Sbq-IgOg
b No.022837
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Developer:
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Address, Including Zip Code &Telephone No.
TH
S RE VI
ION TIrIL
NOT
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ONAL
SAME AS ABOVE
SHEET INDEX
AFFECT
TRI
CENE
A TION.
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
FINAL SITE PU,R
APPROVE®
~' AT: !�/
151 WINDY HILL LANE
6REENNAY EN61 NEERI NCB WINGHE5TER, VA 22602
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COVER SHEET
SHEET 1 OF 2
PROFESSIONAL SEAL & SIGNATURE
(540) 662-4155
REVISED SITE PLAN
SHEET 2 OF 2
APPROVAL
DATE:
04-18-01
S/). � !� •- �/
THESE PLANS ARE IN CONFORMANCE WITH
FREDERICK COUNTY STANDARDS AND
-
ORDINANCES. ANY DEVIATION OR CHANGE
SCALE:
N/A
IN THESE PLANS SHALL BE APPROVED BY
DRAWN
BY:
AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998.
THE DIRECTOR OF PLANNING PRIOR TO
CONSTRUCTION.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
CAS
FILE NO. 0799
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
SHEET
1
OF 2
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EX. 6 " I^iATER LINE
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FLBX-
_ D.B.
ZONED: 6• S 76
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x �__ _ USE. GONMER
731.65,
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T.. .-«_ ..—.. •. _ ^`.._ -......vim ` ` ` I�
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/ NOTE: TAO ILLEGAL
/ TRAILER TO BE REMOVED
/ FROM THE 51 TE. ` -; . i w 0
PROP. 6" Dl. WATER
LINE EXTEN51ON 1 11 f I = 1
PROP. RELOCATED
EX. F, H. TO BE
COOLING UNITS
PROP. GONG. RELOCATEL' t I
746- -- �
747 R I J i `I'
- -_ - - - __ _ _ - - -- PRbR 20' WATER 45 BEND �M i ' I
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--- --. M_.._ _. _._._ _......._. — ._.._ - W �
—747
GONG. 746 45 BEND
•'�'AD J
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m ! '� lI E(. 5. A.c:. ,��� (TO BE RELOGATF_D,1 O � �i� � Y 1 X
\ -------- --Q. - ---- - -_ i cy � r r
T7 F. i ` PROPOSED WAREHOUSE ] _ fix. GRA�/EL __ _ ARM1 1 j } 1 r
\ Q EX. OC-)OL INC, UNJT5 PROP. 5 ONE: � � I
w - q, q20 S.F. O ON GONC I PAD -� PROP. O / 1 rr
O F.F. = 747. q5 4 000 S.F. PROP. WA L 6 BA STONE cep
- EX. �.ONG ETE �q `� (TO BE RELOCATED) ~" LOADING l� - -- ' ,� � ' N 34 °l q'I " n °
\ MOUNTEDf L 1G1S r O
--1NHEEL 5TnPl (TIrlpi I u� DOCK I �RMa ' ,56.,50'
- FF=74clNOTE: OUTDOOR b&HTING TO BE H/ LD D 746
Ex. 60LLARP5 - --1'� TO �RE1/ENT YLLUMINATION
(TO LSE P-ELOGATErJ' TO ADJACENT �PROPERT/E5 I � � �
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O' I 50 -i45` l 145&5 �1 I60' �45 X
P.I.N. 63-((A))-57A s
I B.J. SAGER, INC.
EX. PAVED AR 1N� a>eEA D.B. 4q3 PO. 700
_� m ,� Ex. I4' 0J4. DOOR ZONED: M-2 EX. 14' O.N. DOOR.
EO' RIGIIr-O -IVA7' l 5 HOLESALINOIWAREHOUSE
FOR UTILIT.lES AREA 4O
IM�RE55%Ei>�cE55 I p EXI71 - 6L!ILDINC7
F1'.R. 5PUR. LINE I Ex. 14' O.H. DOO.. 1 u is n u n.,n�
D.B. 4113 P6. 10 7
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PROP. GONG.
WHEEL STOPS
(TYP.)
IPOST H.G. 31ON5 ON EX CHAIN
IE
OPOSED FIRELA�NE �- YALVE
FIRE MAR5HAL�'5 NOTE H.1 PROP. LONGA
FI DRANT
I .-
BOLLA i
/I AN {
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i r PROP. 5WM AREA
POND TO BE
MAINTAINED BY OWNER
1 PAVEME T GRAVEL TRIGKL I/
t 6" 2/3 DITCH ® 0.285Y
1 SEE DETAIL THIS SHEET
3" BM-2
1 1.5 5M-2 / 4
! M
! .� PROP.LINK FENCE - EX. 'AMPEV � 1 � \r-x
�POND/EX. 12'O.H. DOOFcu VAN ACCESSIBLE O - pq r� ,? !TE�! l DnRip(�� OA AREA EX. P. 1^INSPOL EX RAMPi P9 0200.7 Ex FUEL PUMP--�� TAL_ ./I`iCi.L . LAREA TOH.G. �..: GONG.BE FILLS PADS ...s
TOP SOILED RAMP
AND SEEDED NOTE: PROP. CURB TO �/ G /?S
MATCH TO EX. PAVEMEN >:x. L�c.LLAt<DS ��"� cwc. 1
_ i K Pg Ex. DEL �
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- 1f 66-2 CURB TANK L /ls /
` (TYP.)
�! fp�� ��� C'r' EX. PA4'ED AREA, ti fin,
1 fNC>R 5 4�� f26- �l I
I - EX c�AS r-rETER (TO E3E r-ELOGATED,I
W PROP. LOCATION '�Q
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F_X. 1PA.IN � INK FENCE - EX. EF-'_ y "` r - „� ---- - - - - 25' FVILOING� RE5TRk� TION LINE -,� �_ - _ _� _ EX, EP _ i � _ _'
• ` I - _. f _ X -- - x -- - X .�_ __ _ x —x x ^ -- - x - x = - x —X v _ Lx _x x - X- TM X -- X u� x X -- X
• �< 1.�1T� / 1 , 1 \ EX, 6A5 VAL'v' / --Ex. 6RAVEL ACCESS ROA%
-EX. 20' !NG-FZE55tEO1i'_E57 F51Yi -_ __.__ _ _ _._ ._ _ _ -
700
G l "�o 11611 r P- - ,= P N ✓�- 8 °37'40" IN - 578.86 p�
EROSION NOTE LEGEND
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N 20. 0 / P. 1. N. 63-((A))-80
2 51L T FENCE
ALLEGHENY POWER 3.05 5� x
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013 746 P6 543
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EX. 8" WA
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2
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4, 0 5.F
PORTION TO REMAIN F.F, ii EX, c,.0.
OFFICE �'"- T TOP
%
EXI5TINv OFI=ICE
540 S.F. `�T 1.5t FLOOD = t,�00 S.F. 7PRO� SIGN SHOP STORAGE
EX.
EX. PAVED
AREA
7 a 2rrd FLOOR = 1800 5.F. - PROD. STORAGE AREA 1 n
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EX. ��lAIv1E5E 73'
FIRE LINE CONN.
LLA4F EX. F.N. ° EX. COOLING I a
- - PROP. OFFICE I r5
4,015 S.F.
1 ' TALL G Nc, - ET..l^1ALL FF=747.g5 EX. G
r EX. OUTDOOR
r P�� P�� LIGHT
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1 -A
TREE LE6ENO
SYMBOL
QUANTITY
NAME
HEIGHT AT TIMEREMARKS
OF PLANTING
r -
2" GAL AT
�Pg
6
PIN OAKS
TIME OF
B8B
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PLANTI N6
ZONED: M-2
USE: COMMERCIAL 3.06 G/R INLET PROTECTION
3.16 OP OUTLET PROTECTION
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INV
-74552
EX. 5MH _
TOP = 14430 S>c
EX. SAN. SEWER SVG. LINE
<rI ram" WINGHE5TER
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P.I.N. 63-((A))-86A
H.R. HOOD, INC.
D.B. q3.5 PG. 73q
ZONED: M-2
USE: COMMERCIAL
This Item may be precast or cost In p1oce.
Curb having a rodlus of 300 R or less
long fooe of curb) will be paid for on radial
sb.
WPM of curb may be reduced as much as r
depth) or increased as much as r(21" depth)
fr that the bottom of curb will coind"
the tap of a oourn of the pavement
rectum Otherwiss the depth Is to be 18' as
i. No odjmbnent In the price bid in to be
for a decrease or an Increase In depth.
ACCEPTABLE ALTERNATE
IF CURB IS EXTRUDED
STANDARD 6" CURB
105 VIRGINIA DEPARTMENT
of
502 TRANSPORTATION 201-0 1
GONG. RISER STR.
W/ 5" OFFICE, INV= 743.52
TOP=744.g0, W/TRASH RACK
BY EASTERN SUPPLY
EXTEND 5" STEEL PIPE
® 0.505%
FIELD WELD CONNECTION
TO EXISTING PIPE
EX. 6" STEEL FIFE
INV. IN = 743.2 7
INV. OUT = 743.01
NOTE:
PURL IC WATER 5E1NER SERVICED
BY CITY OF 1NINCHE5TER
4" RE NFORCED CONCRETE
30M PSI
4" 5UBBAM (21-A STONE)
1, UIDT14 VARIES
SEE SITE PLAN
1/4' a I'
C 2 PACTED SUBGRADE
(95% DENSITY)
GONCRETE 6I1DEWALK PETAL
(NOT TO SCALE)
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DATE: 04-18-01
SCALE: 1" = 30'
DRAWN BY: CAS
FILE NO. 0799
SHEET 2 OF 2
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GENERAL NOTES
VD0T GENERAL NOTES
LECEND
VICINITY MAP
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V1.
All work this shall conform to the latest editions of the Virginia Department of
EXISTING INTERMEDIATE CONTOUR --------------
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on project
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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 "` "" �"' --
-- -- --� -a - "' 330
VALLEY
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County construction standards and specifications and/or current VDOT standards and specifications.
and Sediment Control Regulations and any other state, federal, or local regulations
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basins during
applicable. In the event of conflict between any of these standards, specifications or
PROPOSED CONTOUR
EX E/P-
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2.
Measures to control erosion and siltation, including detention ponds serving as silt construction,
must be to issuance of the site development The approval of these in no way
plans, the most stringent shall govern.
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EXISTING EDGE OF PAVEMENT _ _ - _ - - _
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provided prior permit. plans
PROP E/P
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
PROPOSED EDGE OF PAVEMENT
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Control Handbook.
Safet &Health Administration and VOSH Rules & Re Regulations.
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EXISTING CURB AND GUTTER --- --_'- _�V-YPROP
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Virginia Department of Transportation
A permit must be obtained from the Office of the Resident Engineer, g p p
V3.
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When working on VDOT right-of-way, all traffic control, whether or temporary,
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(VDOT) and Frederick County prior to construction in existing State right-of-way.
permanent
PROPOSED CURB AND GUTTER
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4.
Approval this does issuance entrance by VDOT when such is
shall be in accordance with the current edition of VDOT's work area protection manual.
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CG-6R
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SITE
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of plan not guarantee of an permit pt,rmit
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
________________
TRANSITION FROM CG-6 TO CG-6R-------------
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required under State law.
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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 by VDOT personnel. "A joint inspection will be held
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
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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
be subject to change as deemed necessary by VDOT.
EX.
EXISTING STORM SEVER ---
15" RCP
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responsible for providing guardrail and paved ditches as determined b 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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6.
An approved set of and all applicable must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
PROPOSED STORM sEWER
PROJECT INFORMATION
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plans permits
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representative of the developer must be available at all times.
V6.
If re uired b the local VDOT Residenc Office, a re construction conference must be
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EXISTING SANITARY SEWER
STREET ADDRESS: 3425 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 SEATER 9
19
WINCHESTER, VA. 22604
Control Devices (MUTCD).
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
EXISTING ELECTRIC SERVICE -
------- -
MAGISTERIAL DISTRICT BACK 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 N0. 63-((A))-87A
13
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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
�- --
DISTURBED AREA 6,360 S.F.
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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 M-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
PROPERTY LINE ___ -- - _
_ - - - - __
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.
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 _,. ...� ...-�-
.. _ .. �.
SETBACKS - BUILDING: FRONT: 75 PARKING:
be minimum 6" diameter and conform to VDOT standard SB-1.
FENCELINE __�_._� x
x-� ;�____
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
EXISTING POWER POLE
PP
REAR: 25' FROM PROPERTY LINE: 5'
one litter receptacle shall be provided at the construction site.
and at the endl of construction.
BUILDING HEIGHT: MAX. HEIGHT = 60' EX. 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
STANDARDS OF SECTION 1 FUTURE
N THE FREDERICK COUNTY
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.
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EXISTING WATERLINE W/ TEE
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ZONING ORDINANCE.
whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free
PROPOSED WATERLINE W/ TEE
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condition at all times.
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
OUTDOOR LIGHTING: EX. BUILDING MOUNTED -- NONE PROPOSED. ANY FUTURE
14.
*Notification shall be even to the appropriate utilit company prior to construction of water and or sanitary
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immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROPOSED FIRE HYDRANT
OUTDOOR LIGHTING TO BE SHIELDED TO PREVENT
ILLUMINATION TO ADJACENT PROPERTIES.
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
vicinity until an adequate design can be determined b the engineer and approved b VDOT.
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sheets, and connections to existing lines.
EXISTING WATER VALVE
DUMPSTER: NONE PROPOSED
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
to of fill.
PROPOSED WATER METER
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OUTDOOR STORAGE: NONE PROPOSED
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standards and specifications, The City of Winchester and/or the City of Winchester Public Utilities.
prior placement
EXISTING REDUCER
PARKING CALCULATIONS
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 sewer trenches shall
PROPOSED REDUCER
REQUIRED PROPOSED
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
-II-
OFFICE = 1 SPACE PER 250 S.F. EX. & PROP. SPACES PER APPROVED
W
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
WHOLESALING/WAREHOUSE = 1 SPACE PER EMPLOYEE SITE PLAN 43-00
#
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utility verification and the proposed construction.
of an dedicated street right-of-way. At the direction of VDOT Inspector density tests
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VEHICLES PER DAY COUNT
100
NO ADDITIONAL EMPLOYEES ARE PROPOSED
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performed by a qualified independent agency shall be conducted as required in the VDOT
TOTAL PARKING PER PLAN #43-00 = 37
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
PROPOSED STREET NAME SIGN
+
PORTION OF EX. OFFICE TO REMAIN = 540 S.F. PROPOSED SPACES = 12
�'
Ems_,
result of his construction project within or contiguous to the existing right-of-way.
final VDOT approval.
PROPOSED SANITARY LATERAL CLEANOUT
PROP. OFFICE = 4,015 S.F. TOTAL PROVIDED = 49
TOTAL = 4, 555 S.F.
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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
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SANITARY MANHOLE IDENTIFIER
12
HANDICAP SPACES PER PLAN #43-00 = 2
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must be provided to The City of Winchester Public Utilities prior to issuance of grading and/or site
and further where determined necessary by VDOT Inspector.
OFFICE 4,555/250 = 19 SPACES REQUIRED
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development permits.
V15.
The installation dedicated
STORM DRAIN STRUCTURE IDENTIFIER
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WAREHOUSE EX. 21 EMPLOYEES = 21 SPACES REQUIRED
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19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
of any entrances and mailboxes within any street right-of-way
SPACES REQUIRED =
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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.
HANDICAP SPACES REQUIRED = 2
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20.
These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected
V16.
If required b the local VDOT Residency Office, copies of all invoices for materials within
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EASEMENT LINE ------------------------------------
TOTAL = 42 LOADING SPACES
REQUIRED 1 SPACE PER 40,000 S.F. OF FLOOR AREA
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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
TOTAL FLOOR AREA = 108,200 S.F./40,000 S.F. = 3 SPACES
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engineer must be notified immediately.
acceptance of work. Unit and total prices may be obscured.
12 p
SPACES PROVIDED = 5
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EXISTING SPOT ELEVATION
E• 1 (s,
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21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
+
LANDSCAPE CALCULATIONS
+-+ �+
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
PROPOSED SPOT ELEVATION
7153
REQUIRED 1 TREE PER 40' OF PERIMETER PARKING
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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 ,� �_,tf
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REQUIRED INTERIOR 1 TREE PER 10 SPACES
PERIMETER = 171' = 4.2 TREES
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proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
INTERIOR = 12 = 1.2
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
has been it the in this
EXISTING TREE 15" OAK 15" PINE
TOTAL = 5.4
6 TREES PROVIDED
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geotechnical report prepared, should supersede requirements note.
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23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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F.A.R. CALCULATIONS
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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
`
RED MAPLE
REQUIRED 1.0
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
EX. BLDG. = 37,850 S.F.
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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)
®
PROP. WAREHOUSE = 9,920 S.F.
�
PROP. DOCK AREA 4,000 S.F.
ms
DENOTES LOCATION of STD VDOT
CG
CG-12 AND/OR JURISDICTIONAL
STANDARD CONSTRUCTION
TOTAL = 51,770 S.F.
51,770/348,218.64 = 0.15 (F.A.R.)
E-•+
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FIRE ARSHALL'iJ NOTE
Water/Sewer: Frederick County Sanitation Authority
P.O. Box 1877
PARKING INDICATOR
INDICATES THE NUMBER OF
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OPEN SPACE CALCULATIONS ENVIRONMENTAL FEATURES
Winchester, VA. 22604
(540) 868-1061
Fire lane markings and sign age:
TYPICAL PARKING SPACES
REQUIRED = 15% = 52,233 S.F. FEATURE EX. ACREAGE
Any "No Parking" signs and yellow painted curb and fire lane
EX. BLDG. = 37,850 S.F. FLOODPLAINS 0
EX. PAVED AREA = 60,150 S.F. LAKES & PONDS 0
Phone: Bell -Atlantic
P.O. Box 17398
,
locations to be installed under the direction of the Fire Marshall's Office.
PROP. WAREHOUSE = 9,920 S.F. WETLANDS PL 1 AC. 0
v
Baltimore, MD 21297
PROP. DOCK = 4,000 S.F. SINKHOLES 0
`-F
(301) 954-6282
PROP. PAVED AREA = 32,150 S.F. NATURAL STORM WATER
f'
MISS UTILITY 1-800-257-7777
TOTAL = 144,070 S.F. DETENTION AREAS 0
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Power: Allegheny Power
PAVED AREA TO BL REMOVED = 2,176 S.F. STEEP SLOPES PL 159� 0
P.O. Box 1458
HANDICAPPED PARKING NOTE
TOTAL = 141,894 S.F. WOODLANDS 0
7
Hagerstown, MD 21741
348,218.64 - 141,894 = 206,324.64 S.F. OPEN SPACE PROVIDED
IX
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1-800-654-3317
206,324.64 / 348,218.64 = 59%
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Gas: Shenandoah Gas Co.
P.O. Box 2400
Handicapped parking spaces and aisles shall slope
Winchester, VA 22604
Winch ster, V
no greater than 2% in all directions.
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DATE
REVISION
SEAL COVER SHEET
11
6/27/01
PER PLANNING COMMENT5
Project Name:
B. J. SA(3ER/ I NG.
H op
TRIP GENERA TION DATA
Owner: Address, Including Zip Code & Telephone No.
l 3425 VALLEY PIKE
MARK D. SMITH B. J. SA6ER, I NG. NINCHE5TER, VA 22604
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
(540) 86G-lcIOG
No.022837 _
/ Developer: Address, Including Zip Code &Telephone
No.
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NOT
SHEEfi INDEX
IoNAL SAME AS ABOVE
'SITE
AFFECT
TRI
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A TION.
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Engineer Certif n Plan: Address, IncludingZipCode & Telephone No.
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151 WINDY HILL LANE
6REENNAY ENC-2INEERINO NINCHE5TER, VA 22602
COVER SHEET
SHEET 1 OF 2
PROFESSIONAL SEAL & SIGNATURE (540) 662-4155
REVISED SITE PLAN
SHEET 2 OF 2
THESE PLANS ARE IN CONFORMANCE WITH APPROVAL
DATE:
04-18-01
FREDERICK COUNTY STANDARDS AND
AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998.
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE DIRECTOR OF PLANNING PRIOR TOPak07 f
SCALE:
DRAWN
N/A
BY:
CONSTRUCTION. f
CAS
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
FILE NO. .0799
* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
SHEET
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731.65,
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K 'ENGE
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/ NOTE: TWO ILLEGAL
/ TRAILER TO BE REMOVED
/ FROM THE 51 TE. i j fi > 'rn
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. • / PROP. 6" D1. WATER 11 I
LINE EXTEN51ON
PROP. RELOCATED LR'a �RNJa RCOOL ING UNIT5 �� GA�� E 1 ' i t ?
PROP. GONG. — 74g- — — — _ = 748 1 i
747 <RM a 1 I + 1 x
� _ --74 _ . _ _. _ _ _ _ _ _ PRbf? 20 WATER W 45 BEND j
Ex. 20 E J1v_
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LINE E5i"IT. _ __ 1 N 1 m
—--- GONG. 747 746 45 BEND 1 i 1 1 �
1�4 76.2' 50' 14545 _, ~' % I60' � �� M \0T
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1(� 7- rF i Etc' GRAVEL `.
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EX. PAVEG'FAR�ING AREA _ J
-60' R10HT-01^'41A i
r-CIR UTILITIES, AREA 10F
IN6REG5/E.t�I�EGS
� F.R.P.B.45�YIR, . INE
70 RE Y 1 5 i(' Y �
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EX. 8" WA
PROP. GONG. Tr' OF kVI
WHEEL 5TOP-5
(TYF.) ` 3 7 W
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IP05T H.G. 516N5 ' W
ON EX. CHAIN LO
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PROPOSED WAREHOU5E ` _
4 420 S.F. � EX. GAOL I NG UNITS PROP. � / PROP. 5 N�: � -... r..- -- — o � `
F.F. = 747.45 ON GONG. PAD - y 4000 5.F. d. PROP. WA4L 6" BA STONE a5 _ N $4 °/q'/ p„ o
(TO BE RELOCATED, LOADING MOUNTED I6 5 I r-. W 4 ;y
DOCK LL__/ R V) '$6. '
FF=74995 NOTE: OUTDOOR 1�16HTIN6 TO BE HI LD D 7� �M
EX. Ex,;7LLARD5 TO PREVENT XLLUMINATION
(TO ,PE REL06ATEO) TO ADJAGENTIPROPERTIE-5
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25017454' /X74585 I60' 7452 X \ ''
OP-25ED FIRELANE PROP VALVE
E FIRE MARSHAL 5 NOTE H.I PROP. LONGA
pp FI DRANT `
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oil
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r ' PROP. 5WM AREA
POND TO BE
1 MAINTAINED BY OWNER
1 �f
1
1 PAVEME T / &RAVEL
1 8" 21D DITCH ® 0.2e%
1 SEE DETAIL TH15 SHEET
i 3" BM-2
1.5 5M-2 Atf
} / m PROP. S.W.M.
LINK FENCE ~ / POND/ /
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EY.. i�lPED r EX. 3' DOOR EX. 12' D.H. DOOR_
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VAN ACCESSIBLE �P9, DAOARE, Ex. DOWNSPOUT i 200.7' F _ 1 J '^
EX. RAMP TALNG. WALL _... �„ .r_ _.. ...�. EX (/.L PC MP p /
AREA TO ui3 . 4.. .. • • -A . •• GONG.
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P.I.N. 63-((A))-57A
B.J. SA6ER, INC.
O.B. 4q3 P6. 708
Ex. 14' o.H. Doom
Ex.
ZONED: M-2
I4' o.H. DOOR
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S HOLESAL I NOMAREHOUSE
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EX. 30LLC
RDz
vw
EX. 14, O.H. DOOR..
Fx15 B►'ILDIN6 EX.
34 5.F,
14' O.H. DOOR
E. PAVED X
PORTION TO REMAIN F-F.
EX. G.O.
A4
OFFICE
r TOR
G -
...,�.
EX15TIN6 OFFICE
PAD
540 5.F.
.F.�.S
t FLOOR = 1,�00 R
AGE
2rrd FLOOR = 1,800 5.F. - PROFJ 57-0RA&E AREA
EX. �5iAME5E 73' 30.1'
+' FIRE LINE CONN.
IA
.V.
EX. F•H. °=u--� PROP. OFFICE EX. COOLING z a
4,015 S.F. unrlTS
E TALL MA GUNC. Rk_ T. LL u' FF= 747.45
r _ EX. OUTDOOR 30.1 '
L1CHT v I� - W
EX.
F1LLE BE
H.G. :. .. . • ., . „ ` --/-
PALMS l EX. G.O. s
I TOP 501E D RAMP ° X_ NOT
v LA 5 E: PROP. CURB TO
AND SEEDED ° MATCH TO EX. PAVEMEN
1 Pg EX. DOLLARL05
G6-2 CURB TANK UL IDS
r' LINE` <
Ex. PAVED AREA,
W EX. 6, �•
I - EX. GAS h-rETER (TO BE RELOCATED)
D W I PROP. LOCATION
I ( /
_ - /7 — _. — � (�j / Ex GRAB. --
� : 6 ` 7 / r •'' -� - ..-- �� -- .-•. -.- -- .-. _.- -.- -- -.- .-•
tl '\ 11441-////• ry , Fx; CHAIN .INK FENCE - EX. EP J �' 25' Eil1LDING RESTRICTION LINE --�4 EX. EP .�
7�.7x=- =!- x :x x ?� _x_'� X x xx x x X'�` EX. 6A5 VALVE EX. GRAVEL AG6E55 ROAD !
-7 ----- EX. 20' I NG RF55/EC
D.B. 443 FC . 706
G� `-ro>jq'16P1 N 58°37'40" 1N P� 578.86' PF
1 N b 610 EROSION NOTE LEGEND
2%• ,� l? IX 63-((A))-80 51LT FENCE
ALLEOHENY P01NER
D B 746 P6 543 3•os S� x
TREE LEGEND
SYMBOL
OUANTI TY
NAME
l Iof NLM AT r1 Ar►nMs
REMARK5
2" GAL AT
PIN OAKS
TIME OF
BdB
L
PLANTING
ZONED: M-2
USE: COMMERCIAL 3.06 INLET PROTECTION
3.18 00F1 OUTLET PROTECTION
1
ST
INV
743 152
EX, 5MH
TOF = 744.10 3F
EX. 5AN. SEWER 5V6. LINE
GIT'r' OF 114INCHE5TER
OP
e -t4l-
10
h
P.I.N. 634A))-66A
H.P. HOOD, INC.
D.B. q35 P6. 73q
ZONED: M-2
USE: COMMERCIAL
7W Ram may be precast or cost In plow.
Cr+b having a rodlu of 300 ft. or loco
i" tow of ourb) will be paid for as radial
A.
teptn of curb may o. reduoe0 as much as 3"
depth) a kwraosed w much as 3"(71" depth)
tar that the bottom of curb will ookioke
the tap of a ooures of the powment
n,ctura,. 00wwee the depth Is to be fir as
i. No odysbnent in the prtw bid b to be
for a decrease or an hwoose In depth.
ACCEPTABLE ALTERNATE
IF CURB IS EXTRUDED
Rowtom STANDARD 6" CURB
105 VIRGINIA DEPARTMENT
502 TRANSPORTATION 2ot.rn
GONG. R15ER 5TR.
W/ &" OFFICE, INV=743.52
TOP= 744.g0, W/TRA5H RACK
BY EA5TERN SUPPLY
EXTEND 8" STEEL PIPE
0 0.50%
FIELD WELD CONNECTION
TO EXISTING PIPE
-EX. 5" STEEL PIPE
INV. IN = 743.27
INV. OUT = 743.01
NOTE:
PUBL 1 C Yet TER $ SEWER SERVICED
BY CITY OF 1NINCHE37ER
4" REINF ED CONCI@ETE
30M PSI
4" SUCDASE (21-A STONE) -�
I. WIDTH VARIES
SEE SITE PLAN 'I
V4" I'
•. 4 � ..' �, sae � J. _�.! � �.�..::. .
COMPACTED SLOGRADE
(115% DENSITY)
CONCRETE 51DEWALK DETAIL
(NOT TO SCALE)
W
o
ca
to
00
qt
40
°'
0l
Zx
tocv
W
>,�
,W
a to
F:w
w
V
w
ai
w
d 0
A
0 Yvl��.Idr
DATE: 04-18- 01
SCALE: 1" = 30'
DRAWN BY: CAS
FILE NO. 0799
SHEET 2 OF 2