HomeMy WebLinkAbout070-98 J.R.'s Auto Body (building addition) - Stonewall - Backfile (2)GENERAL NOTES
1. The property delineated on this plan is located between Interstate 81 and Route 661, Welltown Pike, in the Stonewall
Magisterial District in the County of Frederick, 'Virginia. The owner of the property proposes to construct a 4000
square foot addition to the existing auto body repair shop. The addition will be used for shop space. No additional
office space is proposed..
2. Property Owner/Developer: Contact: Mr. Diehl Wilson
J. R.'s Auto Body & Fabrication
121 Mercedes Court
Winchester, VA 22603 TTelephone: 540-662-5202
4. Engineer: Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. Property boundary and topographic information shown on these plans was provided by Furstenau Surveying, Inc.
6. Site Data:
Parcel Area: 2.3986
PIN: 43((A))52B
Zoning: B-3
Use: auto body shop
Front Yard Setback: Required - 35' Provided - 35'+
Rear Yard Setback: Required - 15' Provided - 15'+
Side Yard Setback: Required - 15' Provided - 15'+
Maximum Building Height: Allowed - 35' Proposed-20'+/-
Maximum FAR: Allowed - 1.0
Existing Building = 6600 sf
Proposed Addition = 4000 sf
Proposed Total Floor Area = 10,600 sf = 0.10 FAR
Landscape Open Space: Required - 0.59 alcres(25%) Provided - 1.07 acres(44.61 %)
7. Parking Space Requirements:
Property Line Setback: Required 5' Provided - 5'+
Office area = 864 SF Required 1 per 250 square feet = 4 spaces required
Service bays = 4 Required 3 per each bay = 12 spaces required
Provided - 18 Inclluding 1 Accessible Space per ADA
Loading Space Requirements: Required - none
PER PLANS
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6" 3500 PSI CONCRETE
7" COMPACTED VDOT 21-A STONE
COMPACTED SUBGRADE
8. Buffering Requirements:
The adjacent zoning to the north is M1 which requires no buffer.
The adjacent zoning to the east is RA used as right-of-way for 1-81 which requires no buffer.
The adjacent zoning to the south is B3 which requires no buffer.
The adjacent zoning to the west is M1 located across the Welltown Pike right-of-way and requires no buffer.
9. Environmental Features:
Wetlands - No wetlands have been identified on the site.
Flood plains - No flood plain area has been identified on this site.
Sinkholes - No sinkholes have been identified on this site.
Steep Slopes - No steep slopes have been identified on this site.
Woodlands -No woodlands have been identified on this site.
EROSION AND SILTATION CONTROL NARRATIVE
1. No erosion control devices will be required in conjunction with this project. All adjacent areas are stable. However,
the CONTRACTOR is responsible for maintaining the site Such that debris and soil is not tracked onto the public
right-of-way and such that any construction activities are conducted to prevent the erosion of the existing stable
slopes.
CONSTRUCTION NOTES
1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be
responsible for determining the exact location of all utilities before commencing work and for any damages which
occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than
those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and
proper steps to protect the facility and assure the continuance of service.
2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of
approved plans and revisions shall be kept on -site at all times.
3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans.
4. Controlled Fills:
A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as
designated on the plans.
B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D
698. Density shall be verified by a qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified den.,ity, beginning from the
existing ground surface, unless otherwise approved in writing by a qualified soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil.
The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill
to be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation,
oversized stones, rocks, sandy soil, or other objectionable material.
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6 BENCHMARK: finished floor elevation of the existing building on the site - assumed elevation = 719.00.
7. All radii indicate edge of gravel, edge of pavement or face of curb as applicable.
8. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal.
9. All site and building lighting shall be installed to avoid spill -over onto adjoining properties.
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PLANT LIST
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SYMBOL
OUAN.
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
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Pinus Nigro
Austrian Pine
6'-0" High
10' CC TYP.
/ / ' / / �1 I /
43-A-52A
2.5 ACRES
WINCHESTER NORTH, INC.
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ZONED: B-2
USE: VACANT
CONCRETE APRON PAVEMENT SECTION � �o NOT TO SCALE Ile
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CONTRACTION JOINTS: 1 /4"W x 1 1 /2" D SAW CUT O 10' CC W/SEEA�ANT / \ \
/ \ FF = 718.50
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�co EX. 5'X6'X12'H SIGN
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EMMA S. DUNCAN
ZONED: RA / f/ EX.METAL
SHED\ I
USE HIGHWAY ROW i
IL6" WATER LINE,
43-A-52A
O 3. 04 ACRES
q / 3986 ACRES
\ NEGLEY ONSTRUCTION �- - EX. 32'-15" RCP r7
/ 2.3986 ACRES
NEGLEY CONSTRUCTION s ZON : B-3 \ 20' WATER LINE E - C
\ USE: OFFIC STORAGE
ZONED: B-3 �9Q \ �h
/ XUSE: PRIVATE VEHICLE STORAGE & REPAIR dJ�^
/ EX. BUILDING 0 0
6600 SF � s � c \
HEIGHT=20'+/ �� S� EX. AkM
c�4.�0P FF = 718.501-
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EX. 32'-1 S" R
EX TRASH PAD EN6k.
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PROPOSQ ADDITION4000 SF
• . � N42' 16' 10" E / ��,y / ,' \ EX. SIGN
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�_ EX. 32'-15" RXPj �P�k, o
C.O. /
J Ex. FH 132.05ft , \
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15' SETBACK
- - - - --- 42 16 10 E
864 (1.5' --- - i
43-A-56
K&J INVESTMENTS
ZONED: M-1
USE: COMMERCIAL
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43-1-51
PAUL D. MULDOWNEY
ZONED: M-1
USE: COMMERCIAL
Scale 1" = 30 ft
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DATE: SURVEY:
11-19-98 PAS
SCALE: DRAWN:
1 " = 30' JCL
C.I.:
90
2'
JOB NO.: SHEET:
9811017 1/1
GENERAL NOTES
1. The property delineated on this plan is located bietween Interstate 81 and Route 661, Welltown Pike, in the Stonewall
Magisterial District in the County of Frederick, Virginia. The owner of the property proposes to construct a 4000
square foot addition to the existing auto body repair shop. The addition will be used for shop space. No additional
office space is proposed..
2. Property Owner/Developer: Contact: Mr, Diehl Wilson
J. R.'s Auto Body & Fabrication
121 Mercedes Court
Winchester, VA 22603 Telephone: 540-662-5202
4. Engineer: Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. Property boundary and topographic information -9hown on these plans was provided by Furstenau Surveying, Inc.
6 Site Data:
Parcel Area: 2.3986
PIN: 43((A))52B
Zoning: B-3
Use: auto body shop
Front Yard Setback: Required - 35' Provided - 35'+
Rear Yard Setback: Required - 15' Provided - 15'+
Side Yard Setback: Required - 15' Provided - 15'+
Maximum Building Height: Allowed - 35' Proposed-20'+/-
Maximum FAR: Allowed - 1.0
Existing Building = 6600 sf
Proposed Addition = 4000 sf
Proposed Total IFloor Area = 10,600 sf = 0.10 FAR
Landscape Open Space: Required - 0.59 acres(25%) Provided - 1.07 acres(44.61%)
7. Parking Space Requirements:
Property Line Setback: Requiretd - 5' Provided - 5'+
Office area = 864 SF Required - 1 per 250 square feet = 4 spaces required
Service bays = 4 Requireal - 3 per each bay = 12 spaces required
Provided - 18 Inlcluding 1 Accessible Space per ADA
Loading Space Requirements: Required - nonel
PER PLANS
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8. Buffering Requirements:
The adjacent zoning to the north is M1 which requires no buffer.
The adjacent zoning to the east is RA used as right-of-way for 1-81 which requires no buffer.
The adjacent zoning to the south is B3 which requires no buffer.
The adjacent zoning to the west is M1 located across the Welltown Pike right-of-way and requires no buffer.
9. Environmental Features:
Wetlands - No wetlands have been identified on the site.
Flood plains - No flood plain area has been identified on this site.
Sinkholes - No sinkholes have been identified on this site.
Steep Slopes - No steep slopes have been identified on this site.
Woodlands -No woodlands have been identified on this site.
EROSION AND SILTATION CONTROL NARRATIVE
1 No erosion control devices will be required in conjunction with this project. All adjacent areas are stable. However,
the CONTRACTOR is responsible for maintaining the site such that debris and soil is not tracked onto the public
right-of-way and such that any construction activities are conducted to prevent the erosion of the existing stable
slopes.
CONSTRUCTION NOTES
1. The existing utilities shown on these plans are based on available information. Tile CONTRACTOR shall be
responsible for determining the exact location of all utilities before commencing work and for any damages which
occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than
those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and
proper steps to protect the facility and assure the continuance of service.
2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of
approved plans and revisions shall be kept on -site at all times.
3. Cut and fill slopes shall not exceed 2-horizontal to 1-verlical unless otherwise called for on the plans.
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6*6 W6.0 X W6.0 WELDED WIRE FABRIC
6- 3500 PSI CONCRETE PLANT LIST
7- COMPACTED VDOT 21-A STONE /
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C(OMPACTED SUBGRADE
4. Controlled Fills:
A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as
designated on the plans.
B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D
698. Density shall be verified by a qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the
existing ground surface, unless otherwise approved in writing by a qualified soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil.
The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill
to be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation,
oversized stones, rocks, sandy soil, or other objectionable material.
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6. BENCHMARK: finished floor elevation of the existing building on the site - assurned elevation = 719.00,
7. All radii indicate edge of gravel, edge of pavement or face of curb as applicable.
8. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal.
9. All site and (building lighting shall be installed to avoid spill -over onto adjoining properties.
SYMBOL
OUAN.
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
30
1 Pinus Nigro
Austrian Pine
6'-0" High
10' CC TYP.
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�� �� USE: VACANT
CONCRETE APRON PAVEMENT SECTION /
NOT TO SCALE 1�° /
CONTRACTION JOINTS: 1/4"W X 1 1/2"D SAW CUT a 10' CC W/'SEALANT / EXISTING BUILDING \ \
FF = 718.50
/ \ / cD
EX. 5'X6'X12'H SIGN
43-A-99 / �o %
EMMIA S. DUNCAN / EX. METAL
ZONED: RA /
USE: HIGHWAY ROW "1 SHED
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/ 3. 04 ACRES EX. 32'-15" RCP �� }
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QP 2.3986 ACRES � NEGLEY ONSTRUCTION \ j � ,
j; NEGLEY CONSTRUCTION \ USE: ZOFFIC , S STORAGE
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�SE: PRIVATE VEHICLE STORAGE & REPAIR
EX. BUILDING J
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HEIGHT=20'+/ EX.
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irX. TRASH PAS EN1 9 �/
0, PR P SQ ADDITION
' 4060 SF
PROPOSED TAR & CHIP,Cir
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C.O. EX. 32'-15" RPj
Ex. FH 132.05ft
z% -- 15' SETBACK
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EX. 32� 15"
- --- - -- N 42 16' - 10 E
43-A-56
K&J INVESTMENTS
ZONED: M-1
USE: COMMERCIAL
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43-1-51
PAUL D. MULDOWNEY
ZONED: M-1
USE: COMMERCIAL
Scale 1" = 30 ft
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DATE: SURVEY:
11-19-98 PAS
SCALE: DRAWN:
1 " = 30, JCL
C. I.:
90
2,
JOB NO.: SHEET:
9811017 1/1