HomeMy WebLinkAbout77-05 Clearbrook Indust. Park - Manufacturing - Stonewall - BackfileABBREVIATIONS
1. The property delineated on this plan is located at 3470 Martinsburg Pike
(U.S. Route 1 1) in the County of Frederick, Virginia. The site is currently used
for manufacturing purposes. The owneir of the property proposes to construct a
concrete receiving pad on the site adjacent to the existing hazardous waste
building.
2. Property Owner:
Trelleborg Engineered Products, Inc.
P.O. Box 98
Clearbrook, Virginia 22624
3. Engineer/Landscape Architect:
PAINTER—LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Contact: Mr. Jeff Laffoon
Telephone: (540) 667-5191
Contact: Mr. John Lewis
Telephone: (540) 662-5792
4. Existing conditions information and the designated job benchmark for this
project was provided by Marsh & Legge Land Surveyors, PLC. (540) 667-0468
5. Site Data:
Existing Parcel Area:
27.05 Acres
P.I.N:
33-2—A
Zoning:
M-1
Magisterial District:
Stonewolll
Existing Use:
Manufacituring
Front Yard Setback:
Required— 75'
Existing—
49.7'
Side/Rear Yard Setback:
Required— 25'
Existing—
25.1'
(Note: existing
building locations
are
grandfcathered)
F.A.R.
Allowed— 1.0
Existing—
0.06
Greenspace:
Required— 25%
Provided—
84.13%
Impervious Area: Allowed— 75% Provided— 15.87%
Total Building Footprint Area= 67,470sf
Total Impervious Pvmt. Area= 119,552sf
(asphalt',. concrete, gravel)
TOTAL= 187,022sf
6. Landscaping, Buffers, and Screening: No Landscaping is proposed for with the
addition of the proposed receiving pad.
7. Lighting: No additional exterior lighting is proposed.
8. Trash Receptacles: No trash recepttacles are proposed.
9. Signs: No additional signage is proposed.
10. Storm Water Management for the proposed concrete receiving pad shall be
collected into a 10"00" trench drain and discharged through a 6" pipe onto
the existing fuel oil containment slab..
11. Environmental Features:
Wetlands— No wetlands have been identified on this site.
Flood plain— According to the Flood Insurance Rate Map for Community Panel
Number: 510063-0110B no floodplains exist on or near this site.
Sink Holes— No sink holes 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.
RESPONSIBLE LAND DISTUIRBER
NAM E:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUICTION &
MAINTENANCE OF ALL THE LAND DIISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
ILT' 1�4L 11!L1 WCO
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FREDERICK COUNTY, VIRGINIA
33-A-166
FREDERICK COUNTY LAND COMPANY, L.C.
ZONED: EM
/ USE: SINGLE FAMILY RESIDENTIAL
i D.B. 848 PG. 606
/
I
150' NORTHERN VIRGINIA
/ POWER COMPANY EASEMENT — /t
(D.B. 250 PG. 132)
33-A-166
FREDERICK COUNTY LAND COMPANY, L.C.
EM
USE: SINGLEOFAMILY RESIDENTIAL
D.B. 848 PG. 606
Alt, PJ.N. 33-2-A J
/ ��� \' \� CLEARMOOIC FMCNA3MlQ CORP. 1 J
'ti5 ��. "' TOTAL AMA - 27.0556 ACKS W
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PROJECT OVERVIEW
1 if = 200'
I
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
NRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CAN
UNDERGROUND CABLE T.V.
U.P.
UTILITY POLE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
•00.00
PROPOSED SPOT ELEVATION
x(00.00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
PER0FOO SITU; N THE GUTTER
OVER LENGTH
I LIST OF DRAWINGS:
SHEET 1 /3: COVER SHEET
SHEET 2/3: SITE PLAN
SHEET 3/3: LAYOUT PLAN
i
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
*S11_LT11 op
(VI,
- I -I':' -A
JOHN C. L IS AI
/
021621
CLEAR=ROOK INDUSTRIAL PARK, INC.
MINOR SITE PLAN
3470 MARTINSBURG PIKE
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
F.
CONSULTING
ENGINEERS
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: off ice@pointerlewis.com
JOB NO.: 0510013 SHEET:
October 27, 2005 1 /3
Latest Revision Date: February 1, 2006
GENERAL CONSTRUCTION NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND
THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK,
VIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY"
AT 1-800-552-7001 AT LEAST TWO (2) W(ORKING DAYS, BUT NOT MORE THAN TEN
(10) DAYS, PRIOR TO THE COMMENCEMENT !OF ANY LAND DISTURBING ACTIVITY.
4. THE PROPOSED ENTRANCE AND WIDENING,, MAIN DRIVE AISLES, AND PARKING AREAS
SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL
POINTS OF CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT
TO PROVIDE A SMOOTH TRANSITION BETWEENsI PAVEMENT SECTIONS.
5. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE
ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD
CG-6 CG-6R AND CG-2 ALL WORK SHALIL BE DONE IN ACCORDANCE WITH THE
/
/ G�5
I.R.S.
/
STANDARDS AND SPECIFICATIONS OF VDOT. /
6. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE /
INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN
AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO /
CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD 0
CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND
THE APPROPRIATE UTILITY COMPANY.
7. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. UNLESS OTHERWISE
SPECIFIED ON THESE PLANS.
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS /
NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED
SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES.
9. NO SOILS REPORT WAS PREPARED FOR ITHIS PROJECT. /
10. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE
OF STONE PAVEMENT, WHERE APPLICABLE. /
11. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION /
TO EXISTING UTILITIES WITH THE APPROPRIATFE UTILITY COMPANY, WHERE APPLICABLE. /
12. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. /
FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY /
BOUNDARIES AND PUBLIC RIGHTS -OF -WAY. /
/
13. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS.
THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS /
AFTER THE END OF CONSTRUCTION. / •1�
14. TEST PITS SHALL BE EXCAVATED TO DETrERMINE THE DEPTHS AND LOCATIONS OF d
ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES /
SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED
DEVELOPMENT.
15. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED /
MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE.
16. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH
AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE
OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING.
17. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE /
CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED IN LIFTS OF 8"' OR LESS AND SHALL BE COMPACTED TO
95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE
GEO-TECHNICAL ENGINEER.
18. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR /
STRUCTURES WITHOUT PERMISSION OF THE (OWNER.
19. ALL LANDSCAPED ISLANDS, SLOPES, AND) LAWN AREAS SHALL RECEIVE A MINIMU
OF 6" TOPSOIL OBTAINED OFF -SITE OR FROIM THE TOPSOIL STOCKPILE ON SITE. T E
TOPSOIL SHALL BE GRADED AND RAKED, PRIIOR TO APPLICATION OF PERMANENT / / /.R.S
VEGETATIVE COVER. /
20. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCH�D AS /
NEEDED.
10�
C�
I.R.S. +
B
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P.K. NAIL SET 9
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No. 21621
OL
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SjONAL
SURVEY:
C.I.:
M&L
NA
DRAWN BY:
JOB NO.:
SS
0510013
SCALE:
DATE:
1 "=60.0'
10/27/05
SHEET:
2/3
Iq k
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�0 HAZARDOUS WASTE BLDG. 9'-0" 22'-0" 4'-0"
O
TANKER TRUCK.
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- - TRUCK ENTRANCE.................
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EXISTING FUEL OIL
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O
APPROX.
LOCATION OF
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REMAIN
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PR. 10"X10"x40' TRENCH DRAIN
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DETAIL FOR ADDITONAL INFO.)
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LAYOUT PLAN
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SCALE: 1 "=10.0'
SEALANT TAPE
OR BACKER BAR
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(TYP)
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JOINT FILLER LENGTH
NOTE: SLEEVE OR
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CONSTRUCTION JOINT DETAIL
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SCALE: 1 "=10.0'
GENERAL NOTES:
1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. EXTERIOR SLAB ON GROUND SHALL BEAR ON UNDISTURBED SOIL
OR CONTROLLED COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN
BEARING PRESSURE OF 2000 PSF.
3. INSPECT ALL SOIL BEARING SURFACES PRIOR TO PLACING SLAB
CONCRETE. DO NOT PLACE CONCRETE ON ANY SOIL THAT HAS BECOME
SATURATED, FROZEN, OR OTHERWISE DISTURBED WITHOUT APPROVAL
FROM A LICENSED GEOTECHNICAL ENGINEER.
4. CONCRETE PLACEMENT AND MINIMUM COVER OF REINFORCEMENT
SHALL BE IN ACCORDANCE WITH ACI 318-95.
5. EXTERIOR SLAB ON GROUND CONCRETE SHALL OBTAIN A MINIMUM
28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. CONCRETE SLUMP TO
BE 1.5 TO 3 INCHES WITH 0.40 TO 0.45 WATER CEMENT RATIO. AIR
CONTENT TO BE 5 TO 7 PERCENT.
6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL
BE LAPPED ONE GRID WIDTH PLUS 2"
7. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60.
8. CUT ALTERNATE WIRES OF WWF AT CONTROL JOINTS.
9. FINISH EXTERIOR SLAB ON GROUND CONCRETE WITH BROOM FINISH
TO SLOPE INDICATED ON DRAWINGS.
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No. 21621
0
10,�t
�sSIONAL
SURVEY: C.I.:
M&L NA
DRAWN BY: JOB NO.:
SS 0510013
SCALE: DATE:
1 "=10.0' 10/27/05
SHEET: 3/3
ABBREVIATIONS
1. The property delineated on this plan is located at 3470 Martinsburg Pike
(U.S. Route 1 1) in the County of Frederick, Virginia. The site is currently used
for manufacturing purposes. The owner of the property proposes to construct a
concrete receiving pad on the site adjacent to the existing hazardous waste
building.
2. Property Owner:
Trelleborg Engineered Products, Inc.
P.O. Box 98
Clearbrook, Virginia 22624
3. Engineer/Landscape Architect:
PAINTER—LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Contact: Mr. Jeff Laffoon
Telephone: (540) 667-5191
Contact: Mr. John Lewis
Telephone: (540) 662-5792
4. Existing conditions infolrmation and the designated job benchmark for this
project was provided by Warsh & Legge Land Surveyors, PLC. (540) 667-0468
5. Site Data:
Existing Parcel Area:
27.05 Acres
P.I.N:
33-2—A
Zoning:
M-1
Magisterial District:
Stonewall
Existing Use:
Manufacturing
Front Yard Setback:
Required— 75'
Existing—
49.7'
Side/Rear Yard Setback:
Required— 25'
Existing—
25.1'
(Note: existing building
locations
are
grandfathered)
F.A.R.
Allowed— 1.0
Existing—
0.06
Greenspace:
Required— 25%
Provided—
84.13%
Impervious Area: Allowed— 75% Provided— 15.87%
Total Building Footprint Area= 67,470sf
Total Impervious Pvmt. Area= 119,552sf
(asphalt, concrete, gravel)
TOTAL= 187,022sf
6. Landscaping, Buffers, and Screening: No Landscaping is proposed for with the
addition of the proposed receiving pad.
7. Lighting: No additional exterior lighting is proposed.
8. Trash Receptacles: No trash receptacles are proposed.
9. Signs: No additional sicgnage is proposed.
10. Storm Water Management for the proposed concrete receiving pad shall be
collected into a 10"x10" trench drain and discharged through a 6" pipe onto
the existing fuel oil contaiinment slab.
11. Environmental Features:
Wetlands— No wetlands have been identified on this site.
Flood plain— According to the Flood Insurance Rate Map for Community Panel
Number: 510063-0110B no floodplains exist on or near this site.
Sink Holes— No sink holes 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.
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL T'HE LAND DISTURBING
ACTIVITIES AS SET FOR7FH IN THESE PLANS.
LEAR = m • I TRIAL PAR I[NJ
iMi I • ' ITE ffilwMm"fol
4 MA'TI BUR PI E
E ALL A I TE' IAL DI T' I I
F' E E' I TY IRGI IA
FREDERICK COUNTY, VIRGINIA
33-A-166
FREDERICK COUNTY LAND COMPANY, L.C.
' ZONED: EM
/ USE: SINGLE FAMILY RESIDENTIAL
♦♦ `."b D.B. 848 PG. 606
/
/ ,
♦
111,A
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PROJECT OVERVIEW
1 " = 200'
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTING
F.F.
FIRST FLOOR
F.F.E.
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI —PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
U.P.
UTILITY POLE
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST OF DRAWINGS: I
SHEET 1 /3:
SHEET 2/3:
SHEET 3/3:
COVER SHEET
SITE PLAN
LAYOUT PLAN
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
� ,Tx Qp�
JOHN C
S
"'6 •021621 .!
A1.
CLEAR=ROOK INDUSTRIAL PARK, INC.
WHOM SME [PLAN
3470 MARTINSBURG PIKE
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
CONSULTING
ENGINEERS
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: off ice@painterlewis.com
JOB NO.: 0510013 SHEET:
October 27, 2005 1 /3
Latest Revision Date: February 1, 2006
GENERAL CONSTRUCTION NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE
COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND /
THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. / /IV/
2. EROSION AND SEDIMENT CONTROL SHALL CONFORMI TO THE STANDARDS ANDSPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, ��Z�mayVIRGINIA, WHERE APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY"
AT 1-800-552-7001 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN
(10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. /
4. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS /
SHALL RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL
POINTS OF CONNECTION WITH THE EXISTING PAVEMENT17 SECTIONS SHALL BE SAW -CUT
TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
5. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A- 3 CONCRETE. THE CONCRETE
ENTRANCE AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD
CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONIE IN ACCORDANCE WITH THE /
STANDARDS AND SPECIFICATIONS OF VDOT.
6. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE /
INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN
AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO /
CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD O'
CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND
THE APPROPRIATE UTILITY COMPANY.
7. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. UNLESS OTHERWISE
SPECIFIED ON THESE PLANS. \ /
8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS /
NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED
SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES.
9. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. /
10. ALL RADII DESIGNATIONS INDICATE FACE OF CURB„ EDGE OF PAVEMENT, OR EDGE
OF STONE PAVEMENT, WHERE APPLICABLE. /
11. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION /
TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. /
12. ALL WORK SHALL BE CONFINED TO THE DESIGNATfED LIMITS OF CONSTRUCTION. /
FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARZE DEFINED AS THE PROPERTY /
BOUNDARIES AND PUBLIC RIGHTS -OF -WAY. /
13. NO DISTURBED AREAS SHALL BE DENUDED FOR WORE THAN THIRTY (30) DAYS. /
THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS / +
AFTER THE END OF CONSTRUCTION. / •'��
14. TEST PITS SHALL BE EXCAVATED TO DETERMINE T"HE DEPTHS AND LOCATIONS OF \ d
ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES
SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED
DEVELOPMENT.
15. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED
MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE.
16. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH
AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE
OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING.
17. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE /
CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL
MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO
95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE
GEO-TECHNICAL ENGINEER.
18. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR /
STRUCTURES WITHOUT PERMISSION OF THE OWNER.
19. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMU
OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. T E
TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO AIPPLICATION OF PERMANENT / / LRSS.
VEGETATIVE COVER.
20. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHTD AS /I/
/
NEEDED.
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LSIONAL
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C.I.:
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DRAWN BY:
JOB NO.:
SS
0510013
SCALE:
DATE:
1 "=60.0'
10/27/05
SHEET:
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GENERAL NOTES:
1. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. EXTERIOR SLAB ON GROUND SHALL BEAR ON UNDISTURBED SOIL
OR CONTROLLED COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN
BEARING PRESSURE OF 2000 PSF.
3. INSPECT ALL SOIL BEARING SURFACES PRIOR TO PLACING SLAB
CONCRETE. DO NOT PLACE CONCRETE ON ANY SOIL THAT HAS BECOME
SATURATED, FROZEN, OR OTHERWISE DISTURBED WITHOUT APPROVAL
FROM A LICENSED GEOTECHNICAL ENGINEER.
4. CONCRETE PLACEMENT AND MINIMUM COVER OF REINFORCEMENT
SHALL BE IN ACCORDANCE WITH ACI 318-95.
5. EXTERIOR SLAB ON GROUND CONCRETE SHALL OBTAIN A MINIMUM
28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. CONCRETE SLUMP TO
BE 1.5 TO 3 INCHES WITH 0.40 TO 0.45 WATER CEMENT RATIO. AIR
CONTENT TO BE 5 TO 7 PERCENT.
6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL
BE LAPPED ONE GRID WIDTH PLUS 2"
7. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60.
8. CUT ALTERNATE WIRES OF WWF AT CONTROL JOINTS.
9. FINISH EXTERIOR SLAB ON GROUND CONCRETE WITH BROOM FINISH
TO SLOPE INDICATED ON DRAWINGS.
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�SSIONAL
SURVEY:
C.I.:
M&L
NA
DRAWN BY:
JOB NO.:
SS
0510013
SCALE:
DATE:
1 "=10.0'
10/27/05
SHEET:
3/3