HomeMy WebLinkAbout43-17 Site PlanLIFEGATE CHURCH SITE PLAN (SP # 43-17)
FREDERICK COUNTY, VIRGINIA
LOCATION MAP:
PROJECT INFORMATION:SHEET INDEX:
PROJECT NOTES:
SCALE: 1" = 1000'
SITE
SHEET DESCRIPTION SHEET NUMBER
COVER SHEET.......................................................................................
GENERAL NOTES..................................................................................
EXISTING CONDITIONS.........................................................................
INITIAL E&SC PLAN................................................................................
SITE PLAN...............................................................................................
GRADING AND FINAL E&SC PLAN........................................................
LANDSCAPE PLAN.................................................................................
LIGHTING PHOTOMETRIC PLAN..........................................................
STORMWATER MANAGEMENT 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
C-11
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CURRENT OWNER:
REFERENCE:
USE DESCRIPTION:
ACREAGE:
ZONING:
PHYSICAL ADDRESS:
FLOODPLAIN:
LIFEGATE FREE WILL BAPTIST CHURCH, INC.
INST #9639
TM 74-3-1
BACK CREEK MAGISTERIAL DISTRICT
CHURCH
3.21 AC.
RA
127 SOLDIERS REST LANE
OUTSIDE 100 YEAR FLOODPLAIN BASED ON FIRM MAP PANEL
PROJECT CONTACTS:
OWNER:
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
CONTRACTOR:
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
ARCHITECT:
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
ENGINEER (CIVIL):
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
LIFEGATE FREE WILL BAPTIST CHURCH, INC.
P.O. BOX 4702
WINCHESTER, VA 22604
540.686.2783
JASON WEAVER
TBD
DICE ENGINEERING, PLC
101 SHELBY CT.
WINCHESTER, VA 22602
540.974.5157
540.723.4868
DDUNLAP@DICE-ENG.COM
DENNIE DUNLAP
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
EXP. DATE:
THE RESPONSIBLE LAND DISTURBER IS THE PARTY
RESPONSIBLE FOR CARRYING OUT THE LAND
DISTURBING ACTIVITY AS SET FORTH IN THE PLANS.
ELECTRIC COMPANY:
ADDRESS-
PHONE NUMBER-
WATER PROVIDER:
ADDRESS-
PHONE NUMBER-
SEWER PROVIDER:
ADDRESS-
PHONE NUMBER-
GAS COMPANY:
ADDRESS-
PHONE NUMBER-
PHONE COMPANY:
ADDRESS-
PHONE NUMBER-
SHENANDOAH VALLEY ELECTRIC CO-OP
3463 VALLEY PIKE
WINCHESTER, VA 22602
540.450.0111
N/A
N/A
N/A
VERIZON
404 HILLANDALE LANE
WINCHESTER, VA 22602
540.665.3153
CA
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FREDERICK COUNTY
SP # 43-17
04-12-2018
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FREDERICK COUNTY
SP # 43-17
04-12-2018
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
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C-03
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FREDERICK COUNTY
SP # 43-17
04-12-2018
EXISTING WOODEN FENCE
TO BE REMOVED WITHIN
PROPERTY LIMITS
EXISTING ELECTRIC FENCE
TO BE REROUTED OUTSIDE
PROPERTY LIMITS
TM 74-3-1
LIFEGATE FREE WILL BAPTIST CHURCH, INC.
INST. #9639
ZONING: RA
USE: VACANT
14B
EXISTING 50' INGRESS/
EGRESS EASEMENT
INST. NO. 03001434
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DV
DV
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DV
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DD
TEMPORARY
TOPSOIL
STOCKPILE
ST
BOTTOM = 791.50
TOP = 795.00
792
794 795795794
792793794
SF
SF
SF
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
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JOB NO.: 16-07
C-04
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FREDERICK COUNTY
SP # 43-17
04-12-2018
DRAINAGE AREA TO SEDIMENT TRAP
AREA = 2.03 AC.
RWD
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C-05
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FREDERICK COUNTY
SP # 43-17
04-12-2018
100' BUILDING SETBACK
60' BUILDING SETBACK
45
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10
8
21
10
10
9
5' CONC. S/W
(TURN-DOWN)
5' CONC. S/W
(FLUSH)
CG
-
2
RAISED 3' CONC.
MEDIAN
HEAVY-DUTY CONC.
PAD UNDER CANOPY
PROPOSED CHURCH
(7,200 SQ. FT.)
(120' x 60')
(HT. = 26' ±)
HC SIGN (TYP.)
CONC. WHEEL STOP
(TYP. OF 60)
24'
24'18'18'
10'
5'
E.P.
E.P.
18'
R25'
R25'
18'
10'
5' CONC. S/W
(TURN-DOWN)
60'
120'
5' x 10' CONC.
STOOP
5' x 5' CONC.
STOOP
STOP SIGN
(MUTCD R1-1)
L.P.
L.P.
L.P.
FIRE LANE
SIGN 'D'
FIRE LANE
SIGN 'C'
DO NOT
ENTER SIGN
(MUTCD R5-1)
2' GRAVEL
DIAGHRAGM
PROPOSED SANITARY
DRAINFIELD (PRIMARY)
PROPOSED SANITARY
DRAINFIELD (RESERVE)
PROPOSED SANITARY
DRAINFIELD EASEMENT
DOUBLE PRIME & SEAL
TREATED AGGREGATE
60°
PROPOSED
WELL SITE
FREESTANDING BUILDING
ENTRANCE SIGN (APPROX.)
(SEE PROJECT NOTE #22,
SHEET C-01)
24'
R25.7' (EX.)
R25'
PROPOSED ENTRANCE
IMPROVEMENTS TO
SOLDIERS REST LANE
(SEE NOTE #1, THIS SHEET
AND DETAIL SHEET C-11)
NOTES:
1. THE INTERSECTION OF SOLDIERS REST LANE WITH SHADY ELM ROAD TO BE
IMPROVED AS INDICATED TO CONFORM TO VDOT PRIVATE SUBDIVISION ROAD
ENTRANCE DESIGN STANDARDS. IN ADDITION TO THE ROADWAY WIDENING AT THE
INTERSECTION, THE SECTION OF EXISTING SOLDIERS REST LANE FROM SHADY ELM
ROAD TO THE PROPOSED ENTRANCE TO THE CHURCH (340' ±) SHALL BE REGRADED
WITH VDOT 21B AGGREGATE TO FILL IN ANY LOW AREAS, AND RESURFACED WITH A
PRIME AND DOUBLE SEAL TREATMENT.
2. FIRE LANE SIGNAGE SHALL BE PLACED AS INDICATED. THE EDGE OF FIRE LANE
SHALL BE MARKED BY A 6" WIDE YELLOW LINE ALONG THE EDGE OF PAVEMENT
USING HIGHWAY TRAFFIC GRADED PAINT.
4:1
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PERMEABLE BERM FOR
VEGETATED FILTER STRIP
2
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FIRE LANE
SIGN 'A'
FIRE LANE
SIGN 'C'FIRE LANE
SIGN 'A'
FIRE LANE
SIGN 'D'
FIRE LANE
SIGN 'A'
FIRE LANE
SIGN 'C'
FIRE LANE
SIGN 'D'
FIRE LANE
MARKING (TYP.)
(SEE NOTE #2)
5'
CE
SF
SF
SF
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SF
SF
SF
SF
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SF
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LS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
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JOB NO.: 16-07
C-06
C-
0
6
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DD
D
1"
=
3
0
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DD
D
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FREDERICK COUNTY
SP # 43-17
04-12-2018
F.F. = 801.50
796.58
798.13
798.12
797.64
799.44
799.17
798.63
799.57
799.04
801.94
800.84
800.58801.34
800.85
799.15
799.99
797.25798.65
797.15
797.87
797.74797.74797.74
797.90
798.14
798.10
796.40
796.06
796.06
796.78
797.74
T/S = 798.96
E.P. = 798.46
T/S = 798.96
E.P. = 798.46
T/S = 800.40
E.P. = 799.90
T/S = 800.80
E.P. = 800.30
799.91
800.36
800.19
801.18
801.02
800.60
T/C =
801.52
T/C =
801.74
T/C = 801.78
E.P. = 801.28
T/C = 801.56
E.P. = 801.06
801.50
801.50
T/S = 802.18
E.P. = 801.68
793.30
793.55
793.97
793.56
PERMEABLE BERM FOR
VEG. FILTER STRIP
TOP = 795.00
LEVEL SPREADER
W/ 6" x 6" TIMBER
(10'L x 8'W)VEGETATED FILTER STRIP
LENGTH = 50'
3' WIDE TRAPEZOIDAL
GRASS SWALE @ 1.50%
794.85
TOP = 795.50
1
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DD
D
DOWNSPOUTS TO BE
DISCONNECTED IN THIS
AREA WITH A PEA GRAVEL
DIAPHRAGM AT THE
OUTFALL OF EACH TO
DISTRIBUTE FLOW
2
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T/S = 801.50
E.P. = 801.00
T/S = 801.12 (FLUSH)
T/S = 801.22 (FLUSH)
T/S = 801.44 (FLUSH)
T/S = 801.96
E.P. = 801.46
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
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JOB NO.: 16-07
C-07
C-
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FREDERICK COUNTY
SP # 43-17
04-12-2018
LANDSCAPING NOTES:
1. OWNER OF PROPERTY SHALL MAINTAIN REQUIRED
LANDSCAPING IN GOOD CONDITION.
2. SPECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTION
WITH THE REQUIREMENT THAT NEWLY SELECTED SPECIES
PROVIDE THE SAME VISUAL EFFECT.
3. PRIOR TO PLANT SPECIES SUBSTITUTION WRITTEN APPROVAL
MUST BE GRANTED BY THE FREDERICK COUNTY PLANNING
DEPARTMENT.
4. ALL PLANTING SHALL CONFORM WITH 165-203.01B OF THE
FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION,
PLANTING PROCEDURE, AND MAINTENANCE).
CHINESE HOLLY
KOUSA DOGWOOD
LEGEND:
PERIMETER LANDSCAPING:
REQUIRED:
•1 TREE FOR EVERY 2,000 SQ. FT. OF IMPERVIOUS AREA
FOR FIRST 100,000 SQ. FT. OF ENTIRE SITE. + 1 TREE FOR
EVERY 5,000 SQ. FT. IN EXCESS OF FIRST 100,000 SQ. FT.
OF ENTIRE SITE.
•TOTAL IMPERVIOUS AREA = 31,920 SQ. FT.
•(31,920 / 2,000) = 16 TREES
PROVIDED:
•16 TREES AROUND PERIMETER OF PARKING AREAS
PARKING LOT SCREEN:
REQUIRED:
•A 3 FT. HIGH SCREEN TO PREVENT HEADLIGHTS FROM
SHINING ONTO ADJOINING PROPERTY OR RIGHT OF WAY
•MAXIMUM 4 FT. SPACING OF SHRUBS
PROVIDED:
•114 SHRUBS PLANTED AT HEIGHT OF 3 FT. AND SPACED AT
4 FT. ON CENTER
INTERIOR LANDSCAPING:
REQUIRED:
•MINIMUM OF 5% OF INTERIOR PARKING LOTS
SHALL BE LANDSCAPED WITH SHADE TREES.
•TOTAL INTERIOR PARKING AREA = 31,920 SQ. FT.
•(0.05) * 31,920 = 1,596 SQ. FT.
•1 SHADE TREE FOR EVERY 10 PARKING SPACES
•66 SPACES / 10 = 7 REQUIRED TREES
PROVIDED:
•4,012 SQ. FT. OF INTERIOR LANDSCAPING
•7 INTERIOR SHADE TREES
QUANT.
PLANT SCHEDULE
COMMON NAMEBOTANICAL NAME REMARKS
Kousa DogwoodCornus kousa 2" Caliper17
Chinese HollyIlex cornuta 36" Minimum Height114
TYPE
Interior & Perimeter Tree
Parking Screen ShrubRED MAPLE
Red MapleAcer rubrum 2" Caliper6 Interior & Perimeter Tree
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0.3
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3.9
9.2
1.4
0.1
0.1
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0.0
0.00.31.34.25.01.80.4
0.0
1.7
14.1
3.4
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0.4
1.1
1.7
0.9
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1.2
1.6
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0.5
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1.2
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1.0
0.9
0.8
0.7
0.7
0.9
1.0
1.1
1.0
0.9
1.0
2.6
2.5
2.4
2.2
1.7
1.4
1.1
1.1
1.3
1.7
2.1
2.3
2.3
2.3
3.5
3.7
3.3
2.9
2.4
1.8
1.5
1.5
1.8
2.3
2.9
3.2
3.4
3.3
6.0
7.0
5.3
4.2
3.1
2.2
1.7
1.7
2.2
3.1
4.1
4.9
6.0
5.7
4.6
6.3
5.8
4.0
3.2
2.4
1.5
1.5
2.2
3.0
3.9
5.7
6.9
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1.5
1.4
1.3
2.4
0.7
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0.8
1.0
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1.7
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1.5
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0.0
0.2
0.2
0.2
0.3
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0.1
0.1
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0.1 0.2 0.3 0.5 1.0 2.2 3.0 4.4 4.0 1.2 0.3 0.10.0
0.1 0.1 0.2 0.5 1.0 1.7 2.4 3.4 3.0 0.9 0.2 0.10.0
0.0
0.0
0.0 0.1 0.2 0.4 0.8 1.2 1.7 2.3 2.0 0.5 0.2 0.0 0.0
0.0 0.2 0.3 0.5 0.8 1.1 1.4 1.0 0.3 0.1 0.0 0.0
0.2 0.2 0.3 0.4 0.4 0.5 0.3 0.1 0.0
0.0 0.2 0.2 0.3 0.3 0.3 0.2 0.0
0.0 0.1 0.1 0.2 0.2 0.1 0.1 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.00.20.51.23.01.00.3 0.0
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0.00.00.10.20.20.20.00.0
0.00.00.00.00.00.0
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1.1
6.5
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0.7 1.5 2.5 3.3 4.5 2.5 0.7 0.1 0.0
0.7 1.3 1.9 2.7 3.4 1.6 0.3 0.0
0.6 1.0 1.4 1.9 2.3 1.0 0.3 0.0
0.5 0.7 0.9 1.1 1.1 0.4 0.1 0.0
0.4 0.5 0.6 0.7 0.5 0.2 0.0
0.2 0.3 0.4 0.4 0.2 0.0
0.1 0.2 0.2 0.1 0.0
0.0 0.0 0.0 0.0
0.4 0.4 0.3 0.3 0.3 0.50.3 0.3 0.3 0.3 0.3 0.40.2 0.3
0.5 0.4 0.3 0.3 0.3 0.40.5 0.4 0.3 0.3 0.3 0.40.3 0.4
0.7 0.6 0.4 0.4 0.4 0.50.6 0.6 0.6 0.6 0.8 0.80.4 0.5
1.3 1.0 0.7 0.5 0.5 0.41.2 1.5 1.6 1.7 1.8 1.60.5 0.4
1.9 1.4 0.9 0.6 0.5 0.42.1 2.6 2.8 2.9 2.8 2.50.8 1.2
2.7 1.8 1.1 0.7 0.5 0.42.7 3.5 4.1 4.5 4.1 3.61.2 1.9
3.0 2.0 0.9 0.5 0.3 0.23.5 4.7 6.2 7.3 5.8 4.21.4 2.4
1.2 0.7 0.4 0.2 0.0 0.02.2 2.6 3.3 0.5 2.7 1.70.9 1.7
0.1 0.1 0.1 0.2 0.3 0.4
0.3 0.2 0.1 0.00.4 0.4 0.4 0.5 0.5 0.30.1 0.3
0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
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JOB NO.: 16-07
C-08
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FREDERICK COUNTY
SP # 43-17
04-12-2018
L.P. (ALED3T150)
L.P. (ALED3T150)
L.P. (ALED3T150)
BLDG. MOUNTED
LIGHT (SLIM18)
BLDG. MOUNTED
LIGHT (SLIM18)
BLDG. MOUNTED
LIGHT (SLIM37)
NOTE:
1. ALL LIGHTING MUST BE DOWNCAST WITH FULL CUTOFF FIXTURES AND CONFORM
TO THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE SECTION
165-201.07.
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( IN FEET )
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FREDERICK COUNTY
SP # 43-17
04-12-2018
PRE-DEVELOPED CONDITION POST-DEVELOPED CONDITION
A
B
C
PRE-DEV. DA 'A'
AREA = 3.00 AC.
CN = 61
Tc = 11 MIN.
SHEET FLOW (100')
SHALLOW
CONCENTRATED (330')
FLOW PATH
A
B
C
D
DA TO GRASS SWALE
AREA = 0.92 AC.
Tc = 20 MIN.
SHEET FLOW (100')
SHALLOW CONC. (270')
CHANNEL FLOW (185')
DOWNSPOUTS ON
SOUTH & WEST END OF
BUILDING TO BE
DISCONNECTED
(AREA = 0.10 AC.)
2' GRAVEL DIAPHRAGM
PRE-TREATMENT
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DA TO VEG. FILTER STRIP
AREA = 2.02 AC. (INCL.
GRASS SWALE)
Tc = 20 MIN.
GRASS SWALE
(3' WIDE TRAPEZOIDAL
CHANNEL @ 1.50%)
PERMEABLE BERM
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EROSION CONTROL NOTES:
DUST CONTROL MEASURES
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 ¼ BUSHELS PER ACRE [SEPTEMBER 1 - NOVEMBER 15]
SPRING - OATS, TWO ¼ 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 21 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
SIDE ELEVATION
PLAN VIEW
SECTION A-A
SECTION B-B
STONE CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DIKE
TEMPORARY RIGHT-OF-WAY
DIVERSIONS
TYPICAL GRAVEL STRUCTURE
TYPICAL EARTHEN STRUCTURE
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.
DIVERSIONS
TYPICAL PARABOLIC DIVERSION
TYPICAL TRAPEZOIDAL DIVERSION
TYPICAL VEE-SHAPED DIVERSION
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HANDICAPPED USE SYMBOL
HANDICAPPED PARKING STALLSTANDARD STOP SIGN
HANDICAPPED USE SIGN
CONCRETE SIDEWALK DETAIL WHEEL STOP DETAIL
PLAN VIEW
SECTION B-B SECTION A-A
BAB
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FIRE LANE SIGN DETAILS
04-12-2018
FREDERICK COUNTY
SP # 43-17
PAVEMENT &
SUBGRADE SECTION
CLEAN WASHED
GRAVEL
3" DROP
NON-WOVEN
GEOTEXTILE FABRIC
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Q(1") = 0.49 CFS
VEL. (1") = 0.36 FT/S
DEPTH (1") = 0.34'
Q2 = 1.25 CFS
2-YR VEL. = 0.57 FT/S
Q10 = 1.73 CFS
10-YR. DEPTH = 0.56'
LINING = GRASS
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