HomeMy WebLinkAbout22-21 Site PlanC.E.D. ENTERPRISES, INC. NEW BUILDING SITE PLAN (SP #22-21)
FREDERICK COUNTY, VIRGINIA
LOCATION MAP:
PROJECT INFORMATION:SHEET INDEX:
PROJECT NOTES:
SCALE: 1" = 500'
PROJECT LOCATION
SHEET DESCRIPTION SHEET NUMBER
COVER SHEET.......................................................................................
GENERAL NOTES...................................................................................
EXISTING CONDITIONS.........................................................................
INITIAL E&SC PLAN................................................................................
SITE PLAN...............................................................................................
GRADING AND FINAL E&SC PLAN.......................................................
SITE PLAN (PHASE II)............................................................................
LIGHTING PLAN......................................................................................
E&SC NOTES AND DETAILS..................................................................
CONSTRUCTION DETAILS.....................................................................
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
VA STATEGRID NORTHCURRENT OWNER:
REFERENCE:
PREVIOUS APPROVALS:
USE DESCRIPTION:
ACREAGE:
ZONING:
PHYSICAL ADDRESS:
DISTURBED AREA:
FLOODPLAIN:
HAYFIELD DEVELOPMENT CORP.
TM 28-A-114A
BACK CREEK MAGISTERIAL DISTRICT
SP #28-77, 27-89, 15-96, 15-97, 05-99, 08-02
MINERAL PROCESSING
10.00 AC.
EM
221 SANDMINE ROAD
32,210 SQ. FT. (0.74 ACRES)
PORTION OF SITE FALLS WITHIN THE 100-YEAR FLOODPLAIN BASED
ON FIRM MAP PANEL 51069C0090E, DATED JANUARY 29, 2021
PROJECT CONTACTS:
OWNER:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
ENGINEER (CIVIL):
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
HAYFIELD DEVELOPMENT CORP.
1653 MERRIMAN ROAD, SUITE 209
AKRON, OH 44313
(540) 858-3224
GBONFILI@CEDGORE.COM
GREG BONFILI
DICE ENGINEERING, PLC
101 SHELBY CT.
WINCHESTER, VA 22602
(540) 974-5157
DDUNLAP@DICE-ENG.COM
DENNIE DUNLAP
ELECTRIC COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
WATER PROVIDER:
ADDRESS-
PHONE NUMBER-
CONTACT-
SEWER PROVIDER:
ADDRESS-
PHONE NUMBER-
CONTACT-
GAS COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
PHONE COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
RAPPAHANNOCK ELECTRIC CO-OP
137 KELLEY COURT
FRONT ROYAL, VA 22630
(540) 622-5138
N/A
N/A
WASHINGTON GAS
350 HILLANDALE LANE
WINCHESTER, VA 22602
(540) 868-7925
VERIZON
404 HILLANDALE LANE
WINCHESTER, VA 22602
(540) 665-3153 CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYCOVER SHEETC-01C-01.DWGDDDN/ADDDDESCRIPTION09-13-202102-17-2022
JOB NO.: 21-08
FREDERICK COUNTY
SP #22-21
RESPONSIBLE LAND DISTURBER
NAME:
CONTACT INFO:
CERTIFICATION #:
EXP. DATE:
THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE
FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET
FORTH IN THE PLANS.C.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VABUILDING DEPT. NOTES:
1.
2.
3.
4.
5.
6.
7.
8.1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYC-02C-02.DWGDDDN/ADDDDESCRIPTION09-13-202102-17-2022
JOB NO.: 21-08GENERAL NOTESC.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
71171070970
8 707706706
706
703
704
705
706
705
704
705
70
7 70670770671
1
7
1
0 709709709
710
711712713
71171
0 710709715
71070
9710711 712
7
1
2
71
0
7
1
1
7
1
2
70
6
70
7
7
0
8709
706
707
708
710
707708
708
709
710
711
712
709709709
710711
712
713
7037047057067067
0
5
70
6
70
6
704
705
703
704
703705
709708707706N
6
1
°
0
0
'
4
7
"
E
-
2
1
9
.
3
4
'N 87°46'52" E - 237.20
'
S 09°29'44" W - 1093.07'N 80°30'16" W - 428.03'N 07°43'22" E - 268.87'
RADIUS = 1610.54'
LENGTH = 148.50'
TANGENT =74.30'
CHORD = 148.45'
BEARING = N 10°21'51" E
DELTA =5°16'59"
N 13°00'21" E - 492.16'
WINCHESTER & WESTERN RAILROAD
DB 402, PG 176
28-(A)-114A
HAYFIELD DEVELOPMENT CORPORATION
DB 781, PG 224
ZONED: EM
USE: COMMERCIAL
10.000 ACRES
75' BRL
2
5
'
A
C
T
I
V
E
B
U
F
F
E
R
25' ACTIVE BUFFER
100' BRL100' BRLEX. 15' UNDERGROUND POWER LINE EASEM
E
N
T
#150000848
(LOCATION BASED ON VISIBLE GROUND EV
I
D
E
N
C
E
)
E
X
.
4
0
'
O
V
E
R
H
E
A
D
P
OW
E
R
L
I
N
E
E
A
S
E
M
E
N
T
#
1
5
0
0
0
0
8
4
9 40'15'7
5
'
I
N
A
C
T
I
V
E
B
U
F
F
E
R
75' INACTIVE BUFFERCADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYEXISTING CONDITIONSJOB NO.: 21-08
C-03C-03.DWGDDD1" = 40'DDDDESCRIPTION09-13-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
40
02-17-2022
C.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21
(TO BE REMOVED)1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
71171070970
8 707706706
706
703
704
705
706
705
704
705
70
7 70670770671
1
7
1
0 709709709
710
711712713
71171
0 710709715
71070
9710711 712
7
1
2
71
0
7
1
1
7
1
2
70
6
7
0
7
7
0
8709
706
707
708
710
707708
708
709
710
711
712
709709709
710711
712
713
7037047057067067
0
5
70
6
70
6
704
705
703
704
703705
709708707706WINCHESTER & WESTERN RAILROAD
DB 402, PG 176
CE
SF SF SF SF SFSFSFSFTEMPORARY
TOPSOIL
STOCKPILE
SF SF SF SFSF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
CIP
CD
CD CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYINITIAL E&SC PLANJOB NO.: 21-08
C-04C-04.DWGDDD1" = 30'DDDDESCRIPTION09-13-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
02-17-2022
C.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21
LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
- LIMITS OF DISTURBANCE
3.05 SILT FENCE SF SF
1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
N
6
1
°
0
0
'
4
7
"
E
-
2
1
9
.
3
4
'N 87°46'52" E - 237.20'S 09°29'44" W - 1093.07'
RADIUS = 1610.54'
LENGTH = 148.50'
TANGENT =74.30'
CHORD = 148.45'
BEARING = N 10°21'51" E
DELTA =5°16'59"
N 13°00'21" E - 492.16'
WINCHESTER & WESTERN RAILROAD
DB 402, PG 176
28-(A)-114A
HAYFIELD DEVELOPMENT CORPORATION
DB 781, PG 224
ZONED: EM
USE: COMMERCIAL
10.000 ACRES
75' BRL
2
5
'
A
C
T
I
V
E
B
U
F
F
E
R
25' ACTIVE BUFFER100' BRL
7
5
'
I
N
A
C
T
I
V
E
B
U
F
F
E
R
75' INACTIVE BUFFERCADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSITE PLANJOB NO.: 21-08
C-05C-05.DWGDDD1" = 30'DDDDESCRIPTION09-13-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
02-17-2022
C.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21
PROPOSED 8,400 SQ. FT.
BUILDING (60' x 140')
HEIGHT = 17'
PROPOSED
GRAVEL
PROPOSED
GRAVEL
30LF - 6" HDPE @ 0.50%
(CONC. ENCASED UNDER
GRAVEL -- 6" THICKNESS
AROUND PIPE)
18" NYLOPLAST
DRAIN BASIN
(SEE NOTE #1)
NOTES:
1.CONTRACTOR TO SAWCUT AND REMOVE 1.50 LF OF EXISTING 12"
CMP, AND EXTEND EXISTING 4" PVC BY 3.30 LF IN ORDER TO
MAKE CONNECTION TO PROPOSED NYLOPLAST DRAIN BASIN.
2.A CATEGORY 'C' ZONING DISTRICT BUFFER IS REQUIRED
BETWEEN THE SUBJECT PROPERTY ZONED EXTRACTIVE
MANUFACTURING (EM) AND THE ADJOINING RURAL AREAS (RA)
ZONED PARCEL (TM #28-A-93) THAT IS BEING USED FOR
RESIDENTIAL PURPOSES. THE OWNER INTENDS TO UTILIZE THE
EXISTING WOODLANDS ALONG THE NORTHERN SITE BOUNDARY
TO SATISFY THE NECESSARY BUFFER/SCREEN REQUIREMENTS.
3.A 5' WIDE HANDICAP ACCESSIBLE WALKWAY TO BE PROVIDED
FROM THE PARKING UNLOADING AREA TO THE BUILDING.
SURFACE MATERIAL TO BE COMPACTED 21-B AGGREGATE OR
STONE DUST, AND SHALL NOT EXCEED A LONGITUDINAL SLOPE
OF 5%.
12' OVERHEAD DOOR
8' DOCK DOOR
5' x 5' CONC.
STOOP (TYP.)
EX. MATURE WOODLANDS TO
BE UTILIZED AS FULL SCREEN
(SEE NOTE #2, THIS SHEET)
HC SIGN
CONC. WHEEL STOP
5'
18'
8'
5' ACCESSIBLE WALKWAY
(SEE NOTE #3)1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
709708707707710711
711
709
710
706
710
71271171070970
8 707706706
706
703
704
705
706
705
704
705
70
7 70670770671
1
7
1
0 709709709
710
711712713
71171
0 710709715
71070
9710711 712
7
1
2
71
0
7
1
1
7
1
2
70
6
7
0
7
7
0
8709
706
707
708
710
707708
708
709
710
711
712
709709709
710711
712
713
7037047057067067
0
5
70
6
70
6
704
705
703
704
703705
709708707706N
6
1
°
0
0
'
4
7
"
E
-
2
1
9
.
3
4
'N 87°46'52" E - 237.20'S 09°29'44" W - 1093.07'
RADIUS = 1610.54'
LENGTH = 148.50'
TANGENT =74.30'
CHORD = 148.45'
BEARING = N 10°21'51" E
DELTA =5°16'59"
N 13°00'21" E - 492.16'
WINCHESTER & WESTERN RAILROAD
DB 402, PG 176
28-(A)-114A
HAYFIELD DEVELOPMENT CORPORATION
DB 781, PG 224
ZONED: EM
USE: COMMERCIAL
10.000 ACRES709708707707710711
711
709
710
706
710
712CE
SF SF SF SF SF SFSFSFSFTEMPORARY
TOPSOIL
STOCKPILE
SF SF SF SFSF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SFSF
CD
CD
OP
CIP CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYGRADING AND FINAL E&SC PLANJOB NO.: 21-08
C-06C-06.DWGDDD1" = 30'DDDDESCRIPTION09-13-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
02-17-2022
C.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21
708.65
708.20
709.70
709.55
709.45
709.35
710.00
F.F. = 712.00
708.00
707.80
707.65
706.00
707.90
707.50
707.65
708.50
INV. = 706.55
OP SIZE
D50 = 6", W = 2', L = 4'
30LF - 6" HDPE @ 0.50%
(CONC. ENCASED)
18" NYLOPLAST
DRAIN BASIN
NYLOPLAST DRAIN BASIN DESIGN INFO:
- TOP = 710.25 (SOLID)
- DIAMETER = 18"
- INV. IN = 709.20 (4")
- INV. IN = 708.55 (12")
- INV. OUT = 706.70 (6")
LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
- LIMITS OF DISTURBANCE
3.05 SILT FENCE SF SF
SCC #1
DRAINAGE DIVIDE
TO SCC #1
709.32 709.68
711.90
711.80
710.90
710.80 5%710.03 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
N
6
1
°
0
0
'
4
7
"
E
-
2
1
9
.
3
4
'N 87°46'52" E - 237.20'S 09°29'44" W - 1093.07'
RADIUS = 1610.54'
LENGTH = 148.50'
TANGENT =74.30'
CHORD = 148.45'
BEARING = N 10°21'51" E
DELTA =5°16'59"
N 13°00'21" E - 492.16'
WINCHESTER & WESTERN RAILROAD
DB 402, PG 176
75' BRL
2
5
'
A
C
T
I
V
E
B
U
F
F
E
R
25' ACTIVE BUFFER100' BRL
7
5
'
I
N
A
C
T
I
V
E
B
U
F
F
E
R
75' INACTIVE BUFFERCADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYSITE PLAN (PHASE II)JOB NO.: 21-08
C-07C-07.DWGDDD1" = 30'DDDDESCRIPTION09-13-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
02-17-2022
C.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21
EX. 8,400 SQ. FT.
BUILDING (PH. I)
NOTE:
1.PHASE II IMPROVEMENTS SHOWN FOR FUTURE PLANNING
PURPOSES.
(TO BE REMOVED)
(TO BE REMOVED)
PROPOSED 1750 SQ. FT. (+/-)
BUILDING (PH. II)
(TO BE REMOVED)
(TO BE REMOVED)1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
WINCHESTER & WESTERN RAILROAD
DB 402, PG 176
75' BRL
100' BRL
1.0
1.0
2.9
4.5
0.3
1.3
4.6
9.5
0.7
2.1
1.0 1.0
2.9
4.5
0.3
1.3
4.6
9.5
0.7
2.1
5
2
1 CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYLIGHTING PLANJOB NO.: 21-08
C-08C-08.DWGDDD1" = 30'DDDDESCRIPTION09-13-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
02-17-2022
C.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21
PROPOSED 8,400 SQ. FT.
BUILDING (60' x 140')
HEIGHT = 17'
Luminaire Schedule
Qty Label BUG Rating Tag Total Watts
1 SLIM12 B1-U0-G0 8' MTG HGT 15.8
2 SLIM37 B1-U1-G1 13' MTG HGT 105.9
NOTES:
1.ALL PROPOSED BUILDING-MOUNTED LIGHTING FIXTURES SHALL
BE SHIELDED, FULLY DOWNCAST, AND FULL-CUTOFF. ALL
LIGHTING SHALL CONFORM TO THE REQUIREMENTS IN THE
FREDERICK COUNTY ZONING ORDINANCE SECTION 165-201.07.
SLIM37
SLIM37
SLIM12 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
DUST CONTROL MEASURES
SIDE ELEVATION
PLAN VIEW
SECTION A-A
SECTION B-B
STONE CONSTRUCTION ENTRANCE
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYJOB NO.: 21-08
C-09C-09.DWGDDDN/ADDDDESCRIPTION09-13-202102-17-2022
EROSION CONTROL NOTES:SEEDING SPECIFICATIONS
TEMPORARY CONTROL MEASURES:
TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED
PRIOR TO ANY MAJOR SOIL DISTURBANCE IN ORDER TO PREVENT ACCELERATED
EROSION AND TRANSPORTATION OF SEDIMENT DURING SITE DISTURBANCE. SILT
FENCE WILL BE USED TO LIMIT SEDIMENTATION FROM SMALL UPHILL AREAS. ANY
DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 7 DAYS, AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC WILL IMMEDIATELY RECEIVE TEMPORARY
SEEDING AND MULCH. IF THE SEASON PREVENTS ESTABLISHMENT OF TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL AT A RATE OF 2.0 TONS PER ACRE. ALL CRITICAL AREAS (I.E. STEEP SLOPES
AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IMMEDIATELY
FOLLOWING THE ESTABLISHMENT OF FINAL GRADE IN COMBINATION WITH STRAW OR
MULCH, OR A SUITABLE EQUIVALENT AT A RATE OF 2.0 TONS PER ACRE. THE DESIGN
OF THE PROJECT INTENDS TO DISTURB AS LITTLE OF THE SITE AS POSSIBLE.
SEED: FALL - RYE, TWO ½ BUSHELS PER ACRE [SEPTEMBER 1 - NOVEMBER 15]
SPRING - OATS, TWO ½ BUSHELS PER ACRE [MARCH 1 - MAY 15]
MULCH: 2.0 TONS PER ACRE
MULCH BINDER: EMULSIFIED ASPHALT SS-1 AT THE RATE OF 150 GALLONS PER ACRE
FERTILIZER: 3 TON DOLOMITIC LIMESTONE/ACRE; 600 LBS.; 10-10-10/ACRE
PERMANENT CONTROL MEASURES:
PERMANENT CONTROL MEASURES WILL BE INSTALLED IN THEIR PROPER SEQUENCE
THROUGHOUT THE CONSTRUCTION PERIOD. THESE MEASURES WILL PREVENT
EROSION ONCE CONSTRUCTION ACTIVITY IS COMPLETE. PERMANENT CONTROL
MEASURES FOR THIS PROJECT INCLUDE THE ESTABLISHMENT OF PERMANENT COVER
AND INSTALLATION OF RIP-RAP APRONS AT STORM PIPE OUTLETS. ALL AREAS SHALL
BE PERMANENTLY SEEDED AND MULCHED WITHIN ONE WEEK OF REACHING FINAL
GRADE, OTHERWISE TEMPORARY REQUIREMENTS SHALL BE MET. ADDITIONALLY, ALL
AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS IF THE AREA IS TO REMAIN
UNWORKED FOR A PERIOD OF 14 DAYS OR MORE. DURING THE FIRST GROWING
SEASON AFTER REACHING FINAL GRADE, A PERMANENT SEED MIXTURE WILL BE
ADDED. ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT
ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A
WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT
SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE
SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF
PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
ALL ROADWAY SLOPES AND DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.
GROUND IS TO BE DISCED TO A DEPTH OF SIX (6) INCHES AND SEEDED AS SOON AS
POSSIBLE AFTER GROUND HAS BEEN DISTURBED. 10-20-10 FERTILIZER IS TO BE
APPLIED AT THE RATE OF 1000 LBS PER ACRE AND LIME AT THREE TONS PER ACRE
PRIOR TO DISCING. MULCHING IS TO BE 2.0 TONS OF STRAW WITH 100 GALLONS OF
TAR MIXED PER ACRE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SOIL
CONSERVATION SERVICE STANDARDS.
PERMANENT SEEDING (MARCH 1 -SEPT. 1 ) WILL BE APPLIED AS FOLLOWS:
SEED: 150 LBS/ACRE
KENTUCKY 31 - 90%
RED TOP GRASS - 5%
WHITE CLOVER - 5%
FERTILIZER: 2 TONS DOLOMITIC LIMESTONE/ACRE; 1000 LBS/ACRE OF
10/20/10
MULCH: 2.0 TONS/ACRE OF STRAW
1.THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION
CONFERENCE WITH THE FREDERICK COUNTY EROSION AND
SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING
WORK.
2.ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO
BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST
EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION.
3.THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE.
4.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL
BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE
STAND OF GRASS.
5.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE
FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN
ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK (LATEST EDITION).
6.ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION.
INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY
REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
7.GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY
FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES.
8.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED
TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
DORMANT (UNDISTURBED) FOR LONGER THAN 21 DAYS.
9.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL
BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
MEASURES.
10.VEGETATIVE STABILIZATION SHALL BE UNIFORM AND MATURE
ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION.
11.SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT
BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT
SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND- DISTURBING
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND
DISTURBANCE TAKES PLACE.
12.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN
STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY
AFTER INSTALLATION.
13.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE
WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER
APPLICABLE CRITERIA:
A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE
TIME.
B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
C.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.
D.MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE
STABILIZATION.
E.RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH
THESE REGULATIONS.
F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
14.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE
PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A
PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
15.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES
SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION
OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,
UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM
ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY
MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
16.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP
SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP
SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS
SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY
WITH THE FOLLOWING:
A.TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF
B.FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZER OR
EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL
PRIOR TO SEEDING.
C.LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE
OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING.
D.MULCH-CHOPPED STRAW AT RATE OF 2 TON PER ACRE AND TACKED
IN PLACE. HYDRO-MULCH AT RATE OF 30 BALES PER ACRE.E&SC NOTES AND DETAILSC.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD
CADD FILE:DATE:REV. #SCALE:DATE101 SHELBY CT.WINCHESTER, VA 22602PHONE: 540.974.5157FAX: 540.723.4868EMAIL: OFFICE@DICE-ENG.COMSHEET NUMBER:DRAWN BY:CHECKED BY:BYJOB NO.: 21-08
C-10C-09.DWGDDDN/ADDDDESCRIPTION09-13-202102-17-2022
CONSTRUCTION DETAILSC.E.D. ENTERPRISES, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #22-21
HANDICAPPED USE SYMBOL
HANDICAPPED PARKING STALL HANDICAPPED USE SIGN
WHEEL STOP DETAIL
PLAN VIEW
SECTION B-B
SECTION A-A
BAB
A
Q2 = 4.92 CFS
2-YR VEL. = 1.65 FT/S
Q10 = 6.74 CFS
10-YR. DEPTH = 0.75'
LINING = GRASS
GRASS SWALE TYPICAL SECTION
NOT TO SCALE
1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS01-05-2022DDD2REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-17-2022DDD