HomeMy WebLinkAbout01-21 Site PlanCLEAR BROOK VOLUNTEER FIRE & RESCUE, INC. BUILDING ADDITION SITE PLAN (SP #01-21)
FREDERICK COUNTY, VIRGINIA
LOCATION MAP:
PROJECT INFORMATION:SHEET INDEX:
PROJECT NOTES:
SCALE: 1" = 1000'
PROJECT LOCATION
SHEET DESCRIPTION SHEET NUMBER
COVER SHEET.......................................................................................
GENERAL NOTES...................................................................................
EXISTING CONDITIONS & DEMOLITION PLAN....................................
SITE PLAN...............................................................................................
GRADING AND E&SC PLAN...................................................................
LIGHTING PLAN......................................................................................
UTILITY PROFILES.................................................................................
E&SC NOTES & DETAILS.......................................................................
CONSTRUCTION DETAILS....................................................................
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
VA STATEGRID NORTHCURRENT OWNER:
REFERENCE:
PREVIOUS APPROVALS:
USE DESCRIPTION:
ACREAGE:
ZONING:
PHYSICAL ADDRESS:
DISTURBED AREA:
FLOODPLAIN:
CLEAR BROOK VOLUNTEER FIRE CO.
TM 33-A-149
STONEWALL MAGISTERIAL DISTRICT
SP #09-89, BZA #13-16
VOLUNTEER FIRE STATION
5.00 AC. (DEEDED), 2.80 AC. (ACTUAL)
RA
1256 BRUCETOWN ROAD
9,960 SQ. FT. (0.23 ACRES)
OUTSIDE 100 YEAR FLOODPLAIN BASED ON FIRM MAP PANEL
51069C0250D, DATED SEPTEMBER 2, 2009
PROJECT CONTACTS:
OWNER:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
ARCHITECT:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
ENGINEER (CIVIL):
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
ENGINEER (MEP):
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
CLEAR BROOK VOLUNTEER FIRE & RESCUE, INC.
P.O. BOX 56
CLEAR BROOK, VA 22624
(540) 550-4770
WEBERS-WILL@COMCAST.NET
WILL WEBER
MAIN STREET ARCHITECTURE, PC
24 N. BUCKMARSH ST.
BERRYVILLE, VA 22611
(540) 955-1669
KEN@MAINSTREETARCH.COM
KEN LIVINGSTON
DICE ENGINEERING, PLC
101 SHELBY CT.
WINCHESTER, VA 22602
(540) 974-5157
DDUNLAP@DICE-ENG.COM
DENNIE DUNLAP
FHC ENGINEERING, PC
4 WEEMS LANE, SUITE 277
WINCHESTER, VA 22601
(540) 247-2939
AJOHNSTON@FHCPC.COM
ALAN JOHNSTON
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
FREDERICK WATER
P.O. BOX 1877
WINCHESTER, VA 22604
(540) 868-1061
FREDERICK WATER
P.O. BOX 1877
WINCHESTER, VA 22604
(540) 868-1061
SHENANDOAH 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/ADDDDESCRIPTION01-05-202102-23-2021
BRUCETOWN RD.RTE. 11JOB NO.: 20-11CLEAR BROOK VOLUNTEER FIRE & RESCUE, INC.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #01-21
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.1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDD
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:BYGENERAL NOTESC-02C-02.DWGDDDN/ADDDDESCRIPTION01-05-202102-23-2021
JOB NO.: 20-11
FREDERICK COUNTY
SP #01-21CLEAR BROOK VOLUNTEER FIRE & RESCUE, INC.FREDERICK COUNTY, VA1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDD
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:BYEXISTING CONDITIONS& DEMOLITION PLANJOB NO.: 20-11
C-03C-03.DWGDDD1" = 20'DDDDESCRIPTION01-05-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
20
02-23-2021
FREDERICK COUNTY
SP #01-21
(T.B.R.)
(T.B.R.)
(SEE NOTES #1 & #2)
(SEE NOTE #5)
(SEE NOTES #1 & #2)
(SEE NOTE #3)
(T.B.R.)
(SEE NOTE #4)
NOTES:
1.EXISTING SEPTIC TANK SHALL BE REMOVED AND EXISTING SANITARY
DRAINFIELD TO BE CLOSED IN ACCORDANCE WITH FREDERICK COUNTY
HEALTH DEPT. REGULATIONS.
2.EXISTING SANITARY SEPTIC SYSTEM AS INDICATED IS APPROXIMATE, AND
SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
3.EXISTING SANITARY LATERAL TO BE CUT 5' FROM FACE OF BUILDING. THIS
LATERAL WILL BE REROUTED TO THE NEW SANITARY PUMP STATION (REFER
TO SHEET C-04).
4.EXISTING WELL TO BE CLOSED IN ACCORDANCE WITH FREDERICK COUNTY
HEALTH DEPT. REGULATIONS.
5.EXISTING PROPANE TANK TO BE RELOCATED (REFER TO SHEET C-04).CLEAR BROOK VOLUNTEER FIRE & RESCUE, INC.FREDERICK COUNTY, VA1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDD
FM FM FM FM
FM
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FM 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:BYSITE PLANJOB NO.: 20-11
C-04C-04.DWGDDD1" = 10'DDDDESCRIPTION01-05-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
10
02-23-2021
CLEAR BROOK VOLUNTEER FIRE CO.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #01-21
RELOCATED ABOVE-GROUND
PROPANE STORAGE TANK
4' CONC. S/W
R.D.
PROPOSED 2492 SQ. FT.
BUILDING ADDITION
80.00 LF - 6" PVC
ROOF DRAIN @ 0.50%
R.D.
R.D.
R.D.R.D.
R.D.
R.D.
80.00 LF - 6" PVC
ROOF DRAIN @ 0.50%5' CONC. S/W
5'
4'
10.2'
3'
3'
3'
4'
CONC. PATIO
C.O. #3
1" CTS POLYETHYLENE TUBING
(PET) 200 PSI W/L (PRIVATE)
(MAINTAIN MIN. COVER OF 48")
CONNECTION TO
EX. DOMESTIC W/L
(BY CONTRACTOR)
C.O. #1
4" x 4" x 4" WYE
C.O. #2
45° BEND
90.34 LF - 4" PVC SDR 35/26
SAN. SEW. LATERAL
@ 2.00% (MIN.) -- (PRIVATE)
(MAINTAIN MIN. COVER OF 36")
39.98 LF - 4" PVC SDR 35/26
SAN. SEW. LATERAL
@ 2.00% (MIN.) -- (PRIVATE)
ADA ACCESS
SANITARY PUMP STATION (PRIVATE)
E-ONE (DH071-93)
TOP = 627.50
INV. IN = 622.68 (4")
INV. OUT = 623.26 (1.5")
BOTTOM = 619.85
1.5" CTS POLYETHYLENE
TUBING (PET) 200 PSI
SANITARY FORCEMAIN (PRIVATE)
(MAINTAIN MIN. COVER OF 48")
(SEE NOTE #1, THIS SHEET)
NOTES:
1.REFER TO OFF-SITE SEWAGE DISPOSAL DESIGN PLANS BY GREENWAY
ENGINEERING, INC., DATED SEPTEMBER 2016, FOR CONTINUATION OF
PROPOSED SANITARY FORCEMAIN ALIGNMENT AND DETAILS.
2.PLACE LANDSCAPE STONE AT DEPTH OF 4" OVER WEED-STOP FABRIC IN STRIP
BETWEEN SIDEWALK AND FACE OF BUILDING.
3.FIRE LANE SIGNAGE AND MARKINGS TO CONFORM TO THE FREDERICK
COUNTY FIRE PREVENTION CODE APPENDIX D FIRE APPARATUS ACCESS
ROADS D103.6 SIGNS, AND BE PLACED IN ACCORDANCE WITH THE FIRE
MARSHAL'S OFFICE. EDGE OF PAVEMENT AT FIRE LANE SIGNS SHALL BE
MARKED WITH A SOLID 6" WIDE YELLOW LINE TO DELINEATE EXTENTS OF FIRE
LANE.
HVAC UNITS (2)1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDDFIRE LANE MARKING (LENGTH = 33')
(SEE NOTE #3, THIS SHEET)
FIRE LANE SIGN (TYPE 'D')
(SEE DETAIL, SHEET C-09)
628 629629628
OP
OP
FM FM FM FM
FM
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FM
FM
FM
FM
FM
FM
FM
FM
FM
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SFSFSFSFSFSF SFSFSF SFSFSF
SF SFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSF
SF
SF SF SF SF
SF
628 629629628
OP
OP
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SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SFSFSFSFSFSF SFSFSF SFSFSF
SF SFSFSF
SF
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SFSFSFSFSFSFSFSFSF
SF
SF SF SF SF
SF 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 E&SC PLANJOB NO.: 20-11
C-05C-05.DWGDDD1" = 10'DDDDESCRIPTION01-05-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
10
02-23-2021
CLEAR BROOK VOLUNTEER FIRE CO.FREDERICK COUNTY, VAFREDERICK COUNTY
SP #01-21
PROPOSED 2492 SQ. FT.
BUILDING ADDITION
F.F. = 629.46 ± (MATCH EX.)
SANITARY PUMP STATION (PRIVATE)
E-ONE (DH071-93)
TOP = 627.50
INV. IN = 622.68 (4")
INV. OUT = 623.26 (1.5")
BOTTOM = 619.85
C.O. #1
TOP = 628.35
629.30629.24
629.35
629.30
629.25
629.20
629.25
629.20
629.30
629.30
629.30
629.30
629.30 (FLUSH W/ PAVEMENT)
629.25 (FLUSH W/ PAVEMENT)
629.30
629.25629.25
629.20
629.25
629.25
629.25
INV. = 627.30
INV. = 627.40
C.O. #3
TOP = 629.00
C.O. #2
TOP = 629.25
LEGEND
NO.TITLE KEY SYMBOL
- LIMITS OF DISTURBANCE
3.27 SUPER SILT FENCE SF SF
OP SIZING:
W = 2'
L = 4'
d50 = 6"
OP SIZING:
W = 2'
L = 4'
d50 = 6"
TEMPORARY
TOPSOIL
STOCKPILE
629.25 1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDD
XSPW-2ME
MH: 7
.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1XSPW-4ME
MH: 8.5
.1
.1
.1
.1
.1
.1
.1
.1.1
.1.1
.1
.1
.1
.1
.1
.1
.1
.1 .1 .1
XSPW-4ME
MH: 8.5
.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1XSPW-2ME
MH: 8.5.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.4 0.7 0.3 0.3 0.6 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.1 0.2 0.5 2.4 6.6 17.0 5.3 1.6 0.4 0.1 0.1 0.1 0.1 0.0 0.0
0.0 0.1 0.3 0.9 1.1 0.7 1.1 0.9 0.3 0.1 0.0 0.0
0.0 0.1 0.4 2.7 4.5 3.3 4.4 2.6 0.4 0.1 0.0 0.0
0.0 0.1 0.4 2.5 5.1 5.2 4.9 2.5 0.4 0.1 0.0 0.0
0.0 0.1 0.4 2.1 3.1 3.0 2.0 0.4 0.1 0.0 0.0
0.0 0.1 0.3 0.6 1.4 3.7 8.1 6.1 2.3 0.0 0.0 0.3 0.3 0.2 0.1 0.0 0.0
0.0 0.1 0.2 0.5 1.6 2.9 5.2 4.1 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 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.: 20-11
C-06C-06.DWGDDD1" = 10'DDDDESCRIPTION01-05-20211 inch = ft.
( IN FEET )
GRAPHIC SCALE
10
02-23-2021
FREDERICK COUNTY
SP #01-21
PROPOSED BUILDING ADDITION
Luminaire Schedule
Symbol Qty Label Arrangement LMF Lum. Lumens Lum. Watts Part Number
2 XSPW-4ME SINGLE 0.960 4270 31 XSPW-B-WM-4ME-4L-40K-UL-BZ
2 XSPW-2ME SINGLE 0.960 4270 31 XSPW-B-WM-2ME-4L-40K-UL-BZ
Calculation Summary (Footcandles calculated using predicted lumen values @ 50K hrs of operation) and 10°C ambient
Label Units Avg Max Min Avg/Min Max/Min
Grade Fc 0.87 17.0 0.0 N.A.N.A.
Property Line Fc 0.00 0.0 0.0 N.A.N.A.
NOTES:
1.LIGHTING DESIGN BY CREE LIGHTING.
2.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.CLEAR BROOK VOLUNTEER FIRE & RESCUE, INC.FREDERICK COUNTY, VA1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDD
615
620
625
630
635
615
620
625
630
635
10+00 11+00 11+50
615
620
625
630
635
615
620
625
630
635
10+00 11+00
615
620
625
630
635
615
620
625
630
635
10+00 10+50STA. 10+29.936" STM X-INGINV. = 627.4648" MIN.
COVER STA. 11+22.751" x 1" x 1" TEEPROPOSED
GRADE
1" CTS PET W/L
(200 PSI - PRIVATE)
18" MIN.
CLEAR (TYP.)STA. 10+00.00BLDG. CONN.STA. 10+90.34C.O. #2 @ 45° BEND (CONN. TO EX.)TOP = 629.25INV. = 625.3936" MIN.
COVERSTA. 10+00.00PUMP STATION (PRIVATE)E/ONE DH071-93TOP = 627.50DISCHARGE = 623.26 (1.5")INV. IN = 622.68 (4")BOTTOM = 619.85STA. 10+42.30C.O. #1 @ 4" x 4" x 4" WYETOP = 628.35INV. = 623.9590.34LF - 4" SDR 35/26
PVC SAN. SEW. @ 3.00%
(SEE NOTE #1)STA. 10+81.336" STM X-INGINV. = 627.4318" MIN.
CLEAR (TYP.)STA. 10+39.98BLDG. CONN.INV. = 625.15STA. 10+00.00C.O. #1 @ 4" x 4" x 4" WYETOP = 628.35INV. = 623.95PROPOSED
GRADE
39.98LF - 4" SDR 35/26
PVC SAN. SEW. @ 3.00%
(SEE NOTE #1)
36" MIN.
COVERSTA. 10+29.98C.O. #3TOP = 629.00INV. = 624.851.5" CTS PET 200 PSI SANITARY
FORCEMAIN (PRIVATE)
(MAINTAIN MIN. COVER OF 48")
(SEE NOTE #2)
10+00
11+00
11+23628 629629628
10+0010+90628 629628
FM
FM
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10+00 10+40
628 629628
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FM
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:BYUTILITY PROFILESC-07C-07.DWGDDDDDDDESCRIPTION01-05-2021AS SHOWN02-23-2021
CLEAR BROOK VOLUNTEER FIRE CO.FREDERICK COUNTY, VAJOB NO.: 20-11
FREDERICK COUNTY
SP #01-21WATERLINE (DOMESTIC -- PRIVATE)SANITARY (PS - CO #2 -- PRIVATE)SANITARY (CO #1 - CO #3 -- PRIVATE)WWWWW W W W W W W W
STA. 10+00.00
E/ONE DH071-93 PUMP
STATION (PRIVATE)
C.O. #1
STA. 10+90.34
C.O. #2 @ 45° BEND
CONN. TO EX. LATERAL
STA. 10+00.00
C.O. #1
C.O. #3 STA. 10+39.98
BLDG. CONN.
STA. 10+00.00
BLDG. CONN.
STA. 11+22.75
1" x 1" x 1" TEE
1" CTS PET W/L
(200 PSI - PRIVATE)
4" SDR 35/26 PVC
SAN. SEW.
4" SDR 35/26 PVC
SAN. SEW.
NOTES:
1.THE ELEVATION OF THE EXISTING SANITARY LATERAL LEAVING THE EXISTING BUILDING IS UNKNOWN.
CONTRACTOR SHALL CONNECT TO THIS EXISTING LATERAL WITH A 45° BEND AND CLEANOUT AS
INDICATED. SINCE THE PIPE INVERT ELEVATION AT THIS CONNECTION POINT IS NOT KNOWN, THE
SLOPE OF THE PROPOSED SANITARY LATERAL SHALL BE ADJUSTED AS NECESSARY TO THE FIELD
VERIFIED ELEVATIONS.
2.REFER TO OFF-SITE SEWAGE DISPOSAL DESIGN PLANS BY GREENWAY ENGINEERING, INC., DATED
SEPTEMBER 2016, FOR CONTINUATION OF PROPOSED SANITARY FORCEMAIN ALIGNMENT AND DETAILS.
EX. 5/8" W.M.
1.5" CTS PET 200 PSI SANITARY
FORCEMAIN (PRIVATE)
(MAINTAIN MIN. COVER OF 48")
(SEE NOTE #2)1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDD
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
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:BYE&SC NOTES AND DETAILSC-08C-08.DWGDDDN/ADDD1.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 14 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.DESCRIPTION01-05-202102-23-2021
JOB NO.: 20-11
FREDERICK COUNTY
SP #01-21
DUST CONTROL MEASURES
CLEAR BROOK VOLUNTEER FIRE & RESCUE, INC.FREDERICK COUNTY, VA1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDD
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:BYCONSTRUCTION DETAILSC-09C-09.DWGDDDN/ADDDDESCRIPTION01-05-202102-23-2021
JOB NO.: 20-11
FREDERICK COUNTY
SP #01-21
CONCRETE SIDEWALK DETAIL
CLEAR BROOK VOLUNTEER FIRE & RESCUE, INC.FREDERICK COUNTY, VA1REVISIONS PER FREDERICK COUNTY AGENCY COMMENTS02-23-2021DDDFIRE LANE SIGN DETAILS