HomeMy WebLinkAbout21-19 Site PlanGRAYSTONE 81 LOGISTICS CENTER SITE PLAN (SP #21-19)
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.........................................................................
INITIAL E&SC PLAN................................................................................
SITE & UTILITY PLAN.............................................................................
GRADING AND FINAL E&SC PLAN.......................................................
LANDSCAPE PLAN.................................................................................
PHOTOMETRIC PLAN............................................................................
ENTRANCE PLAN...................................................................................
PRE-DEVELOPED STORMWATER MANAGEMENT PLAN...................
POST-DEVELOPED STORMWATER MANAGEMENT PLAN................
POST-DEVELOPED STORMWATER MANAGEMENT PLAN................
STORM SEWER PROFILES...................................................................
STORM SEWER PROFILES...................................................................
WATERLINE PLAN & PROFILE..............................................................
FIRE LINE (NORTH) PLAN & PROFILE..................................................
FIRE LINE (SOUTH) PLAN & PROFILE..................................................
FIRE LINE (RISERS) PLAN & PROFILE.................................................
SANITARY SEWER PLAN & PROFILE...................................................
WATERLINE DETAILS............................................................................
SANITARY SEWER DETAILS.................................................................
LIGHTING DETAILS................................................................................
LIGHTING DETAILS................................................................................
E&SC NOTES AND DETAILS..................................................................
E&SC DETAILS........................................................................................
STORMWATER MANAGEMENT NOTES & DETAILS............................
STORMWATER MANAGEMENT DETAILS............................................
CONSTRUCTION DETAILS....................................................................
CONSTRUCTION DETAILS....................................................................
CONSTRUCTION DETAILS....................................................................
EXISTING PROFFER STATEMENT.......................................................
LIFE SAFETY PLAN................................................................................
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
C-23
C-24
C-25
C-26
C-27
C-28
C-29
C-30
C-31
C-32
VA
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CURRENT OWNER:
REFERENCE:
USE DESCRIPTION:
ACREAGE:
ZONING:
PHYSICAL ADDRESS:
DISTURBED AREA:
FLOODPLAIN:
GRAYSTONE CORPORATION OF VIRGINIA
TM 44-A-26 (LOT #3)
STONEWALL MAGISTERIAL DISTRICT
REZONING #09-09, #03-12, MDP #01-15
REFER TO PROFFER STATEMENT, SHEET C-31
WAREHOUSE/DISTRIBUTION
26.40 AC.
M1
SNOWDEN BRIDGE BLVD.
21.05 ACRES
OUTSIDE 100 YEAR FLOODPLAIN BASED ON FIRM MAP PANEL
51069C0209D & 51069C0250D, DATED SEPTEMBER 2, 2009
PROJECT CONTACTS:
OWNER:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
DEVELOPER:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
CONTRACTOR:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
ARCHITECT:
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
ENGINEER (CIVIL):
ADDRESS-
PHONE NUMBER-
E-MAIL-
CONTACT-
GRAYSTONE CORPORATION OF VIRGINIA
1057 MARTINSBURG PIKE
WINCHESTER, VA 22604
(540) 667-7700
GFARLAND@SHOCKEYCOMPANIES.COM
GRAY FARLAND
EQUUS CAPITAL PARTNERS, LTD.
ELLIS PRESERVE
3843 WEST CHESTER PIKE
NEWTOWN SQUARE, PA 19073
(215) 575-2436
JKNOTT@BPGLTD.COM
JOHN KNOTT
TBD
THOMAS E. HALL @ ASSOCIATES, INC.
240 CONESTOGA ROAD
WAYNE, PA 19087
(610) 293-9900
JGAHAGAN@TEH-ARCHITECTS.COM
JIM GAHAGAN
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:
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.
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
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FREDERICK COUNTY
SP #21-19
07-25-2019
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FREDERICK COUNTY
SP #21-19
07-25-2019
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
100
FREDERICK COUNTY
SP #21-19
07-25-2019
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C-04
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( IN FEET )
GRAPHIC SCALE
50
LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
- LIMITS OF DISTURBANCE
3.27 SUPER SILT FENCE SF SF
FREDERICK COUNTY
SP #21-19
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MATCHLINE -- THIS SHEET
MATCHLINE -- THIS SHEET
DRAINAGE AREA TO SB #1
AREA = 7.16 ACRES
REQ'D VOL. = 7.16 AC. * 3618 CU. FT./AC. = 25,905 CU. FT.
DESIGN VOL. = 28,000 CU. FT.
DRAINAGE AREA TO SB #2
AREA = 12.73 ACRES
REQ'D VOL. = 12.73 AC. * 3618 CU. FT./AC. = 46,058 CU. FT.
DESIGN VOL. = 168,467 CU. FT. (PRINCIPAL SPILLWAY)
135 LF - 18" HDPE @ 1.50%
INV. = 641.97
40 LF - 12" HDPE @ 1.00%
INV. = 649.60
ECC-2 EROSION
CONTROL MATTING
ECC-2 EROSION
CONTROL MATTING
07-25-2019
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FM FM FM FM FM FM FM
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C-05
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GRAPHIC SCALE
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FREDERICK COUNTY
SP #21-19
PROPOSED 348,500 SQ. FT.
WAREHOUSE FACILITY
(410' x 850')
25' BRL
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TRUCK DOCK
(TYP. OF 33 W/ 15
FUTURE DOCKS)
HEAVY-DUTY
CONC. PAVEMENT
10' WIDE CONC.
DOLLY STRIP (TYP.)
5' CONC. SIDEWALK
(TURN-DOWN)
DOOR W/ ELEVATED
STOOP & RISERS
W/ 2 BOLLARDS (TYP.)
RETAINING WALL
(BY OTHERS)
CONC. WHEEL STOP
(TYP. OF 3)
SECURITY FENCING
(BLACK VINYL @
7' HEIGHT, TYP.)
SECURITY GATE
W/ KNOX BOX
5' x 5' CONC.
STOOP (TYP.)
STANDARD-DUTY
PAVEMENT
DRIVE-IN
DOCK
30
HEAVY-DUTY PAVEMENT
15'
HANDICAP SIGN
(TYP. OF 3)
CONC. WHEEL STOP
(TYP. OF 63)
CONC. WHEEL STOP
(TYP. OF 2)
HANDICAP SIGN
(TYP. OF 2)
E.
P
.
E.
P
.
EX
.
R
/
W
SAN. PUMP STATION (PRIVATE)
W/ (4) BOLLARDS
R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.
R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.R.D.
FDC
(2) 9' x 9' CONC.
TRANSFORMER PADS
F.H. W/ (4) BOLLARDS
(DEDICATED TO FDC)
2
5
'
B
R
L
75
'
B
R
L
25' BRL
25
'
B
R
L
17
7
16
19
15
18
21
6
SECURITY GATE
W/ KNOX BOX
DRIVE-IN DOCK
28
60'
65'
55'
15'
12.50'(TYP.)12.50'(TYP.)
E.
P
.
CG
-
6
E.P.
E.P.
24'24'
24'
12" DIP CL52 W/L (FW)
10" C-900 PVC F/L
(PRIVATE)
10" C-900 PVC F/L
(PRIVATE)
HEAVY-DUTY PAVEMENT
55.27 LF - 6" SDR 35/26
SAN. SEW. LAT. @ 3.35%
C.O.
10" C-900 PVC F/L (PRIVATE)
10 3
REMOVE CAP & CONNECT
TO EX. 12" W/L STUB
L.P. (TYP.)
1.5" CTS POLYETHYLENE
TUBING (PET) 200 PSI
(PRIVATE FROM P.S. TO
BALL VALVE)
C
G
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6
E
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P
.
CG-6
C
G
-
6
E
.
P
.
20' PRIVATE
UTILITY EASEMENT
EX
.
R
/
W
PIV W/ (4) BOLLARDS PIV W/ (4) BOLLARDS PIV W/ (4) BOLLARDS
PIV W/ (4) BOLLARDS
F.H. W/ (3) BOLLARDS
F.H. W/ (4) BOLLARDS
PIV W/ (4) BOLLARDS
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
F.H. W/ (4) BOLLARDS
F.H. W/ (3) BOLLARDS
36'
1
210
3
4
56789
111213
14
1516
17
18
192021
12" G.V.
(END OF FW LINE)
DUMPSTER PAD
W/ WOODEN
OPAQUE FENCING
NEW INV. = 669.50 (2")
FREESTANDING SIGN
(SEE PROJECT NOTE #2, C-01)
07-25-2019
NOTES:
1. ALL WORK SHALL BE PERFORMED PER FREDERICK WATER INSPECTOR'S
REQUIREMENTS.
2. CONCRETE THRUST BLOCKS TO BE USED FOR ALL BENDS AND JUNCTIONS
WITHIN THE PRIVATE FIRE LINE SYSTEM (SEE DETAIL, SHEET C-20).
3. A 2" DOMESTIC WATER METER, 10" FIRE METER, AND BACKFLOW PREVENTER TO
BE LOCATED IN THE FIRE PUMP ROOM (REFER TO FIRE PROTECTION PLAN,
SHEET F-100 AND DETAIL SHEET C-20).
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F.H. W/ (2) BOLLARDS
8' x 12' CONC. PAD
FOR PICNIC AREA
8' x 12' CONC. PAD
FOR PICNIC AREA
5' ASPHALT TRAIL
W/ CROSSWALK AT
ROAD CROSSING
(2) 10LF - 6" HDPE @ 1.00%
PROPOSED ROUTE 37 BYPASS
RIGHT-OF-WAY FROM DIGITAL
INFORMATION OBTAINED FROM
FREDERICK COUNTY, DATED
FEBRUARY 2018
(FOR ENTIRE CORRIDOR
REFER TO SHEET C-03)
EXTERIOR AREA OF
ASSISTED RESCUE
EXTERIOR AREA OF
ASSISTED RESCUE
2" CTS POLYETHYLENE
TUBING (PET) 200 PSI
FROM MANHOLE TO BALL
VALVE
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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X
X
X
X
X
CE
SF
SF
S
F
S
F
S
F
SF
SF
SF
S
F
S
F
S
F
S
F
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
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
OP
SF
SF
SF
SF
SF
SF
SF
S
F
SF
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
OP
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
S
F
S
F
CA
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DA
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SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
GR
A
D
I
N
G
A
N
D
F
I
N
A
L
E
&
S
C
P
L
A
N
JOB NO.: 18-08
C-06
C-
0
6
.
D
W
G
DD
D
1"
=
5
0
'
DD
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
T
E
R
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
MATCHLINE -- THIS SHEET
MATCHLINE -- THIS SHEET
676.80
676.70
676.50
675.07
674.77
671.74
669.17 668.78
670.36
669.42
668.62
(L.P.)
669.53
668.46
668.65
668.95
668.31 (L.P.)
669.01
669.49
668.65 667.90
(L.P.)
668.30
667.88
668.20
(L.P.)
667.11
665.16 (L.P.)
666.91 (H.P.)
666.14
665.61
665.98
666.50
666.18
665.80
666.23 665.90
664.70 664.70664.70
666.00
677.00
669.25
669.73
669.49
T/S = 670.35
E.P. = 669.85
T/S = 669.85
(FLUSH)
T/S = 670.35
E.P. = 669.85
T/S = 670.35
E.P. = 669.85
T/S = 670.35
E.P. = 669.85T/S = 670.35
E.P. = 669.85
T/S = 669.85
(FLUSH)
668.65
668.91
669.49
666.52
666.16
T/C = 669.03
T/C = 667.00
T/C = 666.41
T/C = 666.05
T/C = 666.80
(H.P.)
T/C = 665.99
T/C = 665.21
T/C = 664.28
T/C = 665.05
(L.P.)
665.42
665.56
T/C = 663.30T/C = 663.87
(H.P.)
T/C = 663.87
(H.P.)
T/C = 663.87
(H.P.)
T/C = 663.30
T/C = 663.30 T/C = 663.30
T.W. = 671.50
B.W. = 666.50
670.30
8.
0
%
T.W. = 666.90
B.W. = 665.90
670.30
8.
0
%
T/C = 665.07
T/C = 665.21
T/C = 666.00
668.30
668.78
668.30
1.
0
%
2.
0
%
1.
0
%
2.
0
%
3.
0
%
666.50
F.F. = 670.50
667.00 (H.P.)667.00 (H.P.)
667.00 (H.P.)
666.00 (L.P.)666.00 (L.P.)666.00 (L.P.)666.00 (L.P.)
2.
0
%
2.
0
%
SEDIMENT FOREBAY
REQ'D VOL. = 11,435 CU. FT.
DESIGN VOL. = 15,524 CU. FT.
STONE GABION
3'W x 3'H
TOP ELEV. = 651.00
CONSTRUCTED
WETLANDS FOR
WET POND II
SWMB -- WET POND II
W/ EXT. DETENTION
(SEE DETAIL, C-26)135 LF - 18" HDPE @ 1.50%
INV. = 641.97
ECC-2 EROSION
CONTROL MATTING
LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
- LIMITS OF DISTURBANCE
3.33 STORM DRAIN INLET
PROTECTION IP
3.27 SUPER SILT FENCE SF SF
07-25-2019
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0
1
9
DD
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W
FM
FM
FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM FM FM FM
W
W W W W W W W W W W W
CA
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SHEET NUMBER:
DR
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:
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C
K
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B
Y
:
BY
LA
N
D
S
C
A
P
E
P
L
A
N
JOB NO.: 18-08
C-07
C-
0
7
.
D
W
G
DD
D
1"
=
5
0
'
DD
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
T
E
R
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
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).
5. NO TREES OR SHRUBS SHALL BE PLACED WITHIN FREDERICK
WATER EASEMENT.
EASTERN REDBUD
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 = 209,190 SQ. FT.
·(100,000 / 2,000) + (109,190 / 5,000) = 72 TREES
PROVIDED:
·78 TREES AROUND PERIMETER OF PARKING AREAS (SEE
INTERIOR LANDSCAPING NOTE)
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:
·161 SHRUBS PLANTED AT HEIGHT OF 3 FT. AND SPACED AT
4 FT. ON CENTER FOR VEHICLE PARKING AREA
·98 SHRUBS PLANTED AT HEIGHT OF 3 FT. AND SPACED AT 4
FT. ON CENTER FOR TRAILER PARKING AREA
·REMAINING TRAILER AREA IS SCREENED BY TOPOGRAPHY
INTERIOR LANDSCAPING:
REQUIRED:
·MINIMUM OF 5% OF INTERIOR PARKING LOTS
SHALL BE LANDSCAPED WITH SHADE TREES.
·TOTAL INTERIOR PARKING AREA = 46,788 SQ. FT.
·(0.05) * 46,788 = 2,339 SQ. FT.
·1 SHADE TREE FOR EVERY 10 PARKING SPACES
·132 SPACES / 10 = 13 REQUIRED TREES
PROVIDED:
·2,936 SQ. FT. OF INTERIOR LANDSCAPING
·7 INTERIOR SHADE TREES (UTILITIES AND
EASEMENTS PROHIBIT FURTHER TREE
PLACEMENT, THEREFORE AN ADDITIONAL 6
TREES INSTALLED FOR PERIMETER
LANDSCAPING)
QUANT.
PLANT SCHEDULE
COMMON NAMEBOTANICAL NAME REMARKS
Eastern RedbudCercis canadensis 2" Caliper23
Kousa DogwoodCornus kousa 2" Caliper62
Chinese HollyIlex cornuta 36" Minimum Height259
TYPE
Perimeter Tree
Buffer Deciduous / Interior & Perimeter Tree
Parking Screen Shrub
HEADLIGHT SCREENING
HEADLIGHT SCREENING
07-25-2019
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1
9
DD
D
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Overall 0.3 fc 3.1 fc 0.0 fc N/A N/A
Schedule
Symbol Label QTY Catalog Number Description Lamp Number
Lamps
Lumens
per Lamp LLF Wattage
S1 5 DSX2 LED P1 40K T4M
MVOLT HS
DSX2 LED P1 40K T4M MVOLT with
houseside shield
LED 1 14397 0.95 140
S2 1 DSX2 LED P1 40K T1S
MVOLT HS
DSX2 LED P1 40K T1S MVOLT with
houseside shield
LED 1 16326 0.95 140
S3 6 DSX2 LED P1 40K T2M
MVOLT HS
DSX2 LED P1 40K T2M MVOLT with
houseside shield
LED 1 15497 0.95 140
S4 19 DSXW2 LED 30C 1000
40K TFTM MVOLT
DSXW2 LED WITH 3 LIGHT ENGINES, 30
LED's, 1000mA DRIVER, 4000K LED, TYPE
FORWARD THROW MEDIUM OPTIC
LED 1 11120 0.95 109
S5 12 DSXW2 LED 30C 1000
40K T3M MVOLT
DSXW2 LED WITH 3 LIGHT ENGINES, 30
LED's, 1000mA DRIVER, 4000K LED, TYPE
3 MEDIUM OPTIC
LED 1 11279 0.95 109
Height
40'
25'
25'
25'
25'
Mounting
CA
D
D
F
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:
DA
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:
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#
SC
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:
DA
T
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SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
LI
G
H
T
I
N
G
P
L
A
N
JOB NO.: 18-08
C-08
C-
0
8
.
D
W
G
DD
D
1"
=
5
0
'
DD
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
T
E
R
FR
E
D
E
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I
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K
C
O
U
N
T
Y
,
V
A
S5
S5
S5
S5
S5
S5
S4 S4 S4 S4 S4 S4 S4 S4 S4
S5
S5
S5
S5
S5
S5
S4S4S4S4S4S4S4S4S4S4
S2
S3 S3 S3 S3 S3 S3
S1 S1 S1 S1 S1
NOTES:
1. LIGHTING DESIGN BY PARAGON ENGINEERING SERVICES, INC.
2. ALL PROPOSED LIGHTING SHALL BE FULL CUTOFF FIXTURES AND
CONFORM TO THE REQUIREMENTS IN THE FREDERICK COUNTY
ZONING ORDINANCE SECTION 165-201.07.
3. THE MOUNTING HEIGHT EXEMPTION SPECIFIED IN THE
FREDERICK COUNTY ORDINANCE SECTION 165-201.07(B)(3) IS
APPLIED FOR THE "S1" FIXTURES LOCATED ALONG THE REAR OF
THE TRUCK COURT. THE MOUNTING HEIGHT OF THESE "S1"
FIXTURES IS 40' DUE TO SECURITY AND SAFETY LIGHTING
REQUIREMENTS IN THE TRUCK COURT AREA.
07-25-2019
1
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S
07
-
2
5
-
2
0
1
9
DD
D
-4+15 -4+00
-3+00
-2+00
-1+00
0+00
1+00
2+00
3+00
4+00
4+80
10
+
0
0
11
+
0
0
12
+
0
0
670
675
680
685
10+00 11+00 12+00
-2.00%
ST
A
.
1
0
+
0
0
.
0
0
C/
L
E
X
.
S
N
O
W
D
E
N
B
R
I
D
G
E
B
L
V
D
.
EL
E
V
.
=
6
7
5
.
7
0
PROPOSED GRADE
ST
A
.
1
0
+
5
5
.
0
7
EX
.
1
5
"
x
2
4
"
R
C
P
ST
M
X
-
I
N
G
IN
V
.
=
6
7
2
.
6
1
ST
A
.
1
0
+
8
7
.
8
5
EX
.
E
.
P
.
EL
E
V
.
=
6
7
7
.
0
0
ST
A
.
1
0
+
3
8
.
9
0
EL
E
V
.
=
6
7
4
.
9
2
ST
A
.
1
1
+
1
2
.
8
5
GR
A
D
E
B
R
E
A
K
EL
E
V
.
=
6
7
6
.
5
0
ST
A
.
1
2
+
0
0
.
0
0
EL
E
V
.
=
6
7
2
.
1
4
-5.0
0
%
660
665
670
675
680
685
690
660
665
670
675
680
685
690
-4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00
OBJECT (HT. = 3.5')
EYE (HT. = 3.5')
(6' FROM STOP BAR,
41' FROM E.P.)
MIN. SIG
H
T
D
I
S
T
A
N
C
E
=
4
1
0
'
(
3
5
M
P
H
)
OBJECT (HT. = 3.5')
(4-LANE
M
A
J
O
R
R
O
A
D
W
/
M
E
D
I
A
N
)
MIN. SIGHT DISTANCE
=
4
8
0
'
(
3
5
M
P
H
)
(4-LANE MAJOR ROAD
W
/
M
E
D
I
A
N
)
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
CA
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D
F
I
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:
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:
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#
SC
A
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:
DA
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E
SHEET NUMBER:
DR
A
W
N
B
Y
:
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C
K
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Y
:
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EN
T
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A
N
C
E
P
L
A
N
JOB NO.: 18-08
C-09
C-
0
9
.
D
W
G
DD
D
AS
S
H
O
W
N
DD
D
GR
A
Y
S
T
O
N
E
8
1
L
O
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FR
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,
V
A
STOP SIGN
ENTRANCE PROFILE
ENTRANCE SIGHT DISTANCE PROFILE
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
650' TO INTX. W/
ADJOINING ENTRANCE
EX. E.P.
EX. E.P.
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
EYE (HT. = 3.5')
(6' FROM STOP BAR)
SNOWD
E
N
B
R
I
D
G
E
B
L
V
D
.
R/W VA
R
I
E
S
SPEED
L
I
M
I
T
=
3
5
M
P
H
FREDERICK COUNTY
SP #21-19
07-25-2019
EX. E
.
P
.
EX. E
.
P
.
EX.
C
G
-
2
EX. C
G
-
2
EX.
1
0
'
A
S
P
H
A
L
T
T
R
A
I
L
EX. 10' ASPHALT TRAIL
EX. R/W
EX. R/W
ERADICATE EXISTING TRAFFIC ARROWS
AND LANE MARKINGS FROM STOP BAR TO
EDGE OF PAVEMENT. ERADICATE 4' OF
STOP BAR ON EAST END TO ALLOW
ADEQUATE INCOMING LANE WIDTH.
57.0'
E.
P
.
E.
P
.
1850' TO INTX. W/
MILBURN ROAD
2800' TO INTX. W/
U.S. RTE. 11
FREESTANDING SIGN
1
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-
2
5
-
2
0
1
9
DD
D
CA
D
D
F
I
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E
:
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:
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V
.
#
SC
A
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E
:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
PR
E
-
D
E
V
E
L
O
P
E
D
S
W
M
P
L
A
N
JOB NO.: 18-08
C-10
C-
1
0
.
D
W
G
DD
D
1"
=
5
0
'
DD
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
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E
D
E
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I
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K
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N
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Y
,
V
A
MATCHLINE -- THIS SHEET
MATCHLINE -- THIS SHEET
PRE-DEV. DA 'A'
AREA = 8.26 AC.
CN = 78
Tc = 16 MIN.
Q1 = 7.08 CFS
Q2 = 10.49 CFS
Q10 = 20.97 CFS
Q25 = 28.37 CFS
Q100 = 41.88 CFS
PRE-DEV. DA 'B'
AREA = 18.14 AC.
CN = 78
Tc = 22 MIN.
Q1 = 12.93 CFS
Q2 = 19.37 CFS
Q10 = 38.83 CFS
Q25 = 52.75 CFS
Q100 = 78.21 CFS
A
B
C
B
C
D
SHEET FLOW (100')
SHEET FLOW (100')
SHALLOW CONCENTRATED
FLOW (755')
SHALLOW CONCENTRATED
FLOW (1030')
CHANNEL FLOW (980')
07-25-2019
1
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
A
G
E
N
C
Y
C
O
M
M
E
N
T
S
07
-
2
5
-
2
0
1
9
DD
D
CA
D
D
F
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E
:
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T
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:
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V
.
#
SC
A
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:
DA
T
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SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
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D
B
Y
:
BY
PO
S
T
-
D
E
V
E
L
O
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D
S
W
M
P
L
A
N
JOB NO.: 18-08
C-11
C-
1
1
.
D
W
G
DD
D
1"
=
5
0
'
DD
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
T
E
R
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
MATCHLINE -- THIS SHEET
MATCHLINE -- THIS SHEET
POST-DEV. DA 'B'
AREA = 19.14 AC.
CN = 91 (AFTER RUNOFF RED.)
Tc = 12 MIN. (VIA STORM SEW.)
Q1 = 41.47 CFS
Q2 = 53.10 CFS
Q10 = 84.46 CFS
Q25 = 105.01 CFS
Q100 = 140.99 CFS
A
A
C
B
C
D
SHEET FLOW (100')
SHEET FLOW (100')
SHALLOW CONCENTRATED
FLOW (650')
SHALLOW CONCENTRATED
FLOW (950')
CHANNEL FLOW (1100')
B
POST-DEV. DA 'A'
AREA = 1.52 AC.
CN = 84
Tc = 14 MIN.
Q1 = 1.96 CFS
Q2 = 2.70 CFS
Q10 = 4.81 CFS
Q25 = 6.24 CFS
Q100 = 8.78 CFS
POST-DEV. DA 'A-1'
AREA = 0.30 AC.
CN = 78
Tc = 5 MIN.
Q1 = 0.36 CFS
Q2 = 0.53 CFS
Q10 = 1.02 CFS
Q25 = 1.37 CFS
Q100 = 2.01 CFS
POST-DEV. DA 'B-1'
AREA = 5.44 AC.
CN = 78
Tc = 24 MIN.
Q1 = 3.51 CFS
Q2 = 5.27 CFS
Q10 = 10.59 CFS
Q25 = 14.39 CFS
Q100 = 21.35 CFS
SWMB ROUTING
Q1 = 0.37 CFS
Q2 = 0.42 CFS
Q10 = 3.32 CFS
Q25 = 12.39 CFS
Q100 = 56.20 CFS
07-25-2019
1
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
E
R
I
C
K
C
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A
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Y
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07
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#
SC
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:
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SHEET NUMBER:
DR
A
W
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B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
PO
S
T
-
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A
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JOB NO.: 18-08
C-12
C-
1
2
.
D
W
G
DD
D
1"
=
5
0
'
DD
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
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C
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D
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,
V
A
RD1RD2RD2RD2RD2RD2RD2RD2RD2
RD1RD2RD2RD2RD2RD2RD2RD2RD2
STR #3
STR #4
STR #5
STR #10STR #11STR #12STR #13
STR #18STR #19STR #20STR #21
SCC #1
SCC #2
07-25-2019
1
RE
V
I
S
I
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N
S
P
E
R
F
R
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C
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A
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07
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5
-
2
0
1
9
DD
D
645
650
655
660
665
670
675
680
685
690
24+00 25+00 26+00 27+00
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
ST
A
.
2
3
+
9
0
.
0
7
8"
R
O
O
F
D
R
A
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N
C
O
N
N
.
IN
V
.
=
6
6
5
.
1
0
(
2
4
"
)
ST
A
.
2
4
+
9
0
.
0
7
-
-
S
T
R
#
8
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.
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(
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6
6
9
.
7
7
IN
V
.
I
N
=
6
6
5
.
7
0
(
8
"
)
IN
V
.
I
N
=
6
6
5
.
7
0
(
1
5
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)
IN
V
.
O
U
T
=
6
6
5
.
6
0
(
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4
"
)
ST
A
.
2
5
+
9
0
.
0
7
8"
R
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D
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A
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N
.
IN
V
.
=
6
6
6
.
2
0
(
1
5
"
)
ST
A
.
2
6
+
9
0
.
0
7
-
-
S
T
R
#
9
ST
D
.
M
H
-
1
(
4
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D
I
A
.
)
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P
=
6
6
9
.
7
7
IN
V
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N
=
6
6
6
.
8
0
(
8
"
)
IN
V
.
O
U
T
=
6
6
6
.
7
0
(
1
5
"
)
ST
A
.
1
0
+
0
0
.
0
0
-
-
S
T
R
#
2
ST
D
.
M
H
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1
(
6
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.
)
TO
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6
6
8
.
0
0
IN
V
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N
=
6
5
4
.
7
5
(
3
0
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)
IN
V
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N
=
6
5
4
.
7
5
(
3
6
"
)
IN
V
.
O
U
T
=
6
5
4
.
6
5
(
4
2
"
)
ST
A
.
1
1
+
1
2
.
9
2
-
-
S
T
R
#
1
0
ST
D
.
D
I
-
3
B
(
5
'
D
I
A
.
,
L
=
8
'
)
TO
P
=
6
6
3
.
3
0
IN
V
.
I
N
=
6
5
5
.
4
1
(
2
4
"
)
IN
V
.
O
U
T
=
6
5
5
.
3
1
(
3
0
"
)
ST
A
.
1
3
+
4
9
.
6
7
-
-
S
T
R
#
1
1
ST
D
.
D
I
-
3
C
(
4
'
D
I
A
.
,
L
=
1
0
'
)
TO
P
=
6
6
3
.
3
0
IN
V
.
I
N
=
6
5
6
.
6
9
(
2
4
"
)
IN
V
.
O
U
T
=
6
5
6
.
5
9
(
2
4
"
)
ST
A
.
1
5
+
8
8
.
3
3
-
-
S
T
R
#
1
2
ST
D
.
D
I
-
3
C
(
4
'
D
I
A
.
,
L
=
1
0
'
)
TO
P
=
6
6
3
.
3
0
IN
V
.
I
N
=
6
5
7
.
9
8
(
1
5
"
)
IN
V
.
O
U
T
=
6
5
7
.
8
8
(
2
4
"
)
ST
A
.
1
8
+
2
5
.
0
8
-
-
S
T
R
#
1
3
ST
D
.
D
I
-
3
B
(
4
'
D
I
A
.
,
L
=
8
'
)
TO
P
=
6
6
3
.
3
0
IN
V
.
O
U
T
=
6
5
9
.
1
6
(
1
5
"
)
PROPOSED
GRADE
PROPOSED
GRADE
200.00 LF - 24" HDPE
@ 0.50%200.00 LF - 15" HDPE
@ 0.50%
112.92 LF - 30" HDPE
@ 0.50%
236.75 LF - 24" HDPE
@ 0.50%
238.66 LF - 24" HDPE
@ 0.50%
236.75 LF - 15" HDPE
@ 0.50%
HGL (10-YR)
ST
A
.
2
6
+
1
7
.
1
4
10
"
F
/
L
X
-
I
N
G
18" MIN.
COVER
645
650
655
660
665
670
675
680
685
690
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
ST
A
.
1
0
+
3
0
.
0
0
-
-
S
T
R
#
1
ST
D
.
E
S
-
2
IN
V
.
=
6
4
8
.
0
0
ST
A
.
1
2
+
4
0
.
0
0
-
-
S
T
R
#
2
ST
D
.
M
H
-
1
(
6
'
D
I
A
.
)
TO
P
=
6
6
8
.
0
0
IN
V
.
I
N
=
6
5
4
.
7
5
(
3
0
"
)
IN
V
.
I
N
=
6
5
4
.
7
5
(
3
6
"
)
IN
V
.
O
U
T
=
6
5
4
.
6
5
(
4
2
"
)
ST
A
.
1
4
+
0
2
.
0
0
-
-
S
T
R
#
3
ST
D
.
D
I
-
3
B
(
6
'
D
I
A
.
,
L
=
6
'
)
TO
P
=
6
6
6
.
1
1
IN
V
.
I
N
=
6
5
6
.
6
3
(
3
0
"
)
IN
V
.
I
N
=
6
5
6
.
6
3
(
3
6
"
)
IN
V
.
O
U
T
=
6
5
6
.
5
3
(
3
6
"
)
ST
A
.
1
6
+
9
0
.
9
5
-
-
S
T
R
#
4
ST
D
.
D
I
-
3
C
(
5
'
D
I
A
.
,
L
=
1
0
'
)
TO
P
=
6
6
5
.
0
5
IN
V
.
I
N
=
6
5
8
.
1
7
(
3
6
"
)
IN
V
.
O
U
T
=
6
5
8
.
0
7
(
3
6
"
)
ST
A
.
1
8
+
4
4
.
4
3
-
-
S
T
R
#
5
ST
D
.
D
I
-
3
B
(
6
'
D
I
A
.
,
L
=
6
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)
TO
P
=
6
6
6
.
5
0
IN
V
.
I
N
=
6
5
9
.
0
4
(
3
6
"
)
IN
V
.
O
U
T
=
6
5
8
.
9
4
(
3
6
"
)
ST
A
.
1
8
+
9
4
.
0
7
6"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
5
9
.
2
9
(
3
6
"
)
ST
A
.
1
9
+
9
0
.
0
7
-
-
S
T
R
#
6
ST
D
.
M
H
-
1
(
5
'
D
I
A
.
)
TO
P
=
6
6
9
.
7
7
IN
V
.
I
N
=
6
5
9
.
8
7
(
8
"
)
IN
V
.
I
N
=
6
5
9
.
8
7
(
3
0
"
)
IN
V
.
O
U
T
=
6
5
9
.
7
7
(
3
6
"
)
ST
A
.
2
0
+
9
0
.
0
7
8"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
6
1
.
4
1
(
3
0
"
)
ST
A
.
2
1
+
9
0
.
0
7
8"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
6
2
.
9
5
(
3
0
"
)
ST
A
.
2
2
+
9
0
.
0
7
-
-
S
T
R
#
7
ST
D
.
M
H
-
1
(
5
'
D
I
A
.
)
TO
P
=
6
6
9
.
7
7
IN
V
.
I
N
=
6
6
4
.
6
0
(
8
"
)
IN
V
.
I
N
=
6
6
4
.
6
0
(
2
4
"
)
IN
V
.
O
U
T
=
6
6
4
.
5
0
(
3
0
"
)
ST
A
.
2
3
+
9
0
.
0
7
8"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
6
5
.
1
0
(
2
4
"
)
PROPOSED
GRADE
210.00 LF - 42" HDPE
@ 3.17%
162.00 LF - 36" HDPE
@ 1.10%
288.95 LF - 36" HDPE
@ 0.50%
153.48 LF - 36" HDPE
@ 0.50%
145.64 LF - 36" HDPE
@ 0.50%
300.00 LF - 30" HDPE
@ 1.54%
200.00 LF - 24" HDPE
@ 0.50%
HGL (10-YR)
ST
A
.
1
8
+
8
2
.
4
3
10
"
F
/
L
X
-
I
N
G
18" MIN.
COVER
ST
A
.
2
0
+
6
8
.
5
8
10
"
F
/
L
X
-
I
N
G
18" MIN.
COVER
18" MIN.
COVER
18" MIN.
COVER
ST
A
.
2
3
+
0
9
.
7
5
6"
S
A
N
.
X
-
I
N
G
IN
V
.
=
6
6
0
.
0
7
(
6
"
)
ST
A
.
2
3
+
1
9
.
1
9
12
"
W
/
L
X
-
I
N
G
ST
A
.
2
2
+
6
8
.
0
2
10
"
F
/
L
X
-
I
N
G
ST
A
.
2
3
+
1
4
.
9
7
10
"
F
/
L
X
-
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N
G
CA
D
D
F
I
L
E
:
DA
T
E
:
RE
V
.
#
SC
A
L
E
:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
ST
O
R
M
S
E
W
E
R
P
R
O
F
I
L
E
S
JOB NO.: 18-08
C-13
C-
1
3
.
D
W
G
DD
D
D
D
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
A
S
S
H
O
W
N
STR #1 - STR #9
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
T
E
R
FR
E
D
E
R
I
C
K
C
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N
T
Y
,
V
A
MA
T
C
H
L
I
N
E
-
-
S
E
E
B
E
L
O
W
MA
T
C
H
L
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N
E
-
-
S
E
E
A
B
O
V
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STR #1 - STR #9 (CONT'D)STR #2 - STR #13
07-25-2019
1
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
E
R
I
C
K
C
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N
T
Y
A
G
E
N
C
Y
C
O
M
M
E
N
T
S
07
-
2
5
-
2
0
1
9
DD
D
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
ST
A
.
1
0
+
0
0
.
0
0
-
-
S
T
R
#
6
ST
D
.
M
H
-
1
(
5
'
D
I
A
.
)
TO
P
=
6
6
9
.
7
7
IN
V
.
I
N
=
6
5
9
.
8
7
(
8
"
)
IN
V
.
I
N
=
6
5
9
.
8
7
(
3
0
"
)
IN
V
.
O
U
T
=
6
5
9
.
7
7
(
3
6
"
)
ST
A
.
1
0
+
6
6
.
0
0
-
-
S
T
R
#
1
8
ST
D
.
D
I
-
1
(
5
'
D
I
A
.
)
TO
P
=
6
6
6
.
0
0
IN
V
.
I
N
=
6
6
0
.
3
0
(
3
0
"
)
IN
V
.
O
U
T
=
6
6
0
.
2
0
(
3
0
"
)
ST
A
.
1
2
+
6
6
.
0
0
-
-
S
T
R
#
1
9
ST
D
.
D
I
-
1
(
5
'
D
I
A
.
)
TO
P
=
6
6
6
.
0
0
IN
V
.
I
N
=
6
6
1
.
4
0
(
2
4
"
)
IN
V
.
O
U
T
=
6
6
1
.
3
0
(
3
0
"
)
ST
A
.
1
4
+
6
6
.
0
0
-
-
S
T
R
#
2
0
ST
D
.
D
I
-
1
(
4
'
D
I
A
.
)
TO
P
=
6
6
6
.
0
0
IN
V
.
I
N
=
6
6
2
.
5
0
(
1
5
"
)
IN
V
.
O
U
T
=
6
6
2
.
4
0
(
2
4
"
)
ST
A
.
1
6
+
6
6
.
0
0
-
-
S
T
R
#
2
1
ST
D
.
D
I
-
1
(
4
'
D
I
A
.
)
TO
P
=
6
6
6
.
0
0
IN
V
.
O
U
T
=
6
6
3
.
5
0
(
1
5
"
)
PROPOSED
GRADE
66.00 LF - 30" HDPE
@ 0.50%
200.00 LF - 30" HDPE
@ 0.50%
200.00 LF - 24" HDPE
@ 0.50%
200.00 LF - 15" HDPE
@ 0.50%
HGL (10-YR)
ST
A
.
1
0
+
5
3
.
0
0
10
"
F
/
L
X
-
I
N
G
18" MIN.
COVER
ST
A
.
1
3
+
9
9
.
5
5
12
"
W
/
L
X
-
I
N
G
18" MIN.
COVER
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
ST
A
.
1
0
+
0
0
.
0
0
-
-
S
T
R
#
3
ST
D
.
D
I
-
3
B
(
6
'
D
I
A
.
,
L
=
6
'
)
TO
P
=
6
6
6
.
1
1
IN
V
.
I
N
=
6
5
6
.
6
3
(
3
0
"
)
IN
V
.
I
N
=
6
5
6
.
6
3
(
3
6
"
)
IN
V
.
O
U
T
=
6
5
6
.
5
3
(
3
6
"
)
ST
A
.
1
1
+
5
7
.
0
0
-
-
S
T
R
#
1
4
ST
D
.
M
H
-
1
(
5
'
D
I
A
.
)
TO
P
=
6
6
6
.
3
0
IN
V
.
I
N
=
6
5
9
.
1
0
(
8
"
)
IN
V
.
I
N
=
6
5
9
.
1
0
(
3
0
"
)
IN
V
.
O
U
T
=
6
5
9
.
0
0
(
3
0
"
)
ST
A
.
1
0
+
6
1
.
0
0
6"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
5
7
.
5
5
(
3
0
"
)
ST
A
.
1
2
+
5
7
.
0
0
8"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
5
9
.
6
0
(
3
0
"
)
ST
A
.
1
3
+
5
7
.
0
0
8"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
6
0
.
1
0
(
3
0
"
)
ST
A
.
1
4
+
5
7
.
0
0
-
-
S
T
R
#
1
5
ST
D
.
M
H
-
1
(
5
'
D
I
A
.
)
TO
P
=
6
6
6
.
3
0
IN
V
.
I
N
=
6
6
0
.
7
0
(
8
"
)
IN
V
.
I
N
=
6
6
0
.
7
0
(
2
4
"
)
IN
V
.
O
U
T
=
6
6
0
.
6
0
(
3
0
"
)
ST
A
.
1
5
+
5
7
.
0
0
8"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
6
1
.
2
0
(
2
4
"
)
ST
A
.
1
6
+
5
7
.
0
0
-
-
S
T
R
#
1
6
ST
D
.
M
H
-
1
(
4
'
D
I
A
.
)
TO
P
=
6
6
6
.
3
0
IN
V
.
I
N
=
6
6
1
.
8
0
(
8
"
)
IN
V
.
I
N
=
6
6
1
.
8
0
(
1
8
"
)
IN
V
.
O
U
T
=
6
6
1
.
7
0
(
2
4
"
)
ST
A
.
1
7
+
5
7
.
0
0
8"
R
O
O
F
D
R
A
I
N
C
O
N
N
.
IN
V
.
=
6
6
2
.
3
0
(
1
8
"
)
ST
A
.
1
8
+
5
7
.
0
0
-
-
S
T
R
#
1
7
ST
D
.
M
H
-
1
(
4
'
D
I
A
.
)
TO
P
=
6
6
9
.
1
0
IN
V
.
I
N
=
6
6
2
.
9
0
(
8
"
)
IN
V
.
O
U
T
=
6
6
2
.
8
0
(
1
8
"
)
PROPOSED
GRADE
157.00 LF - 30" HDPE
@ 1.51%
300.00 LF - 30" HDPE
@ 0.50%
200.00 LF - 24" HDPE
@ 0.50%
200.00 LF - 18" HDPE
@ 0.50%
HGL (10-YR)
ST
A
.
1
0
+
4
5
.
1
4
10
"
F
/
L
X
-
I
N
G
18" MIN.
COVER
CA
D
D
F
I
L
E
:
DA
T
E
:
RE
V
.
#
SC
A
L
E
:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
ST
O
R
M
S
E
W
E
R
P
R
O
F
I
L
E
S
JOB NO.: 18-08
C-14
C-
1
4
.
D
W
G
DD
D
D
D
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
A
S
S
H
O
W
N
STR #3 - STR #17
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
T
E
R
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
STR #6 - STR #21
07-25-2019
1
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
A
G
E
N
C
Y
C
O
M
M
E
N
T
S
07
-
2
5
-
2
0
1
9
DD
D
650
655
660
665
670
675
680
685
690
695
650
655
660
665
670
675
680
685
690
695
10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
PROPOSED
GRADE
ST
A
.
1
0
+
0
0
.
0
0
RE
M
O
V
E
E
X
.
C
A
P
11
.
2
5
°
B
E
N
D
ST
A
.
1
0
+
8
8
.
9
2
1.
5
"
S
A
N
.
F
.
M
.
X
-
I
N
G
W/
4
"
P
V
C
S
D
R
2
1
C
A
S
I
N
G
ST
A
.
1
2
+
5
8
.
5
8
10
"
F
/
L
R
I
S
E
R
X
-
I
N
G
W/
2
0
"
S
T
E
E
L
C
A
S
I
N
G
ST
A
.
1
0
+
2
4
.
2
8
11
.
2
5
°
B
E
N
D
ST
A
.
1
5
+
9
1
.
5
1
BL
D
G
.
C
O
N
N
.
ST
A
.
1
5
+
8
2
.
5
1
12
"
G
.
V
.
(
E
N
D
O
F
F
W
L
I
N
E
)
ST
A
.
1
1
+
5
0
.
2
7
10
"
F
/
L
X
-
I
N
G
W/
2
0
"
S
T
E
E
L
C
A
S
I
N
G
ST
A
.
1
5
+
7
9
.
7
1
24
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
6
4
.
7
4
18" MIN.
COVER
18" MIN.
COVER
18" MIN.
COVER 18" MIN.
COVER
48" MIN.
COVER
12" DIP CL 52 W/L
(FW)
ST
A
.
1
5
+
6
9
.
7
5
12
"
x
1
2
"
x
6
"
T
E
E
F.
H
.
A
S
S
E
M
B
L
Y
(
5
'
R
T
)
ST
A
.
1
5
+
5
6
.
5
1
12
"
x
1
2
"
x
1
2
"
T
E
E
(3
)
1
2
"
G
.
V
.
640
645
650
655
660
665
670
675
680
685
640
645
650
655
660
665
670
675
680
685
10+00 11+00 11+50
ST
A
.
1
0
+
0
0
.
0
0
12
"
x
1
2
"
x
1
2
"
T
E
E
(3
)
1
2
"
G
.
V
.
ST
A
.
1
0
+
4
5
.
4
0
24
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
6
2
.
0
7
ST
A
.
1
0
+
2
2
.
4
0
1.
5
"
S
A
N
.
F
.
M
.
X
-
I
N
G
W/
4
"
P
V
C
SD
R
2
1
C
A
S
I
N
G
18" MIN.
COVER
18" MIN.
COVER
ST
A
.
1
0
+
1
0
.
0
0
45
°
B
E
N
D
ST
A
.
1
0
+
1
8
.
1
8
45
°
B
E
N
D
ST
A
.
1
1
+
1
9
.
4
0
CA
P
&
B
L
O
C
K
12" DIP CL 52 W/L
(FW)
48" MIN.
COVER
PROPOSED
GRADE
ST
A
.
1
0
+
3
2
.
4
0
10
"
F
/
L
X
-
I
N
G
W/
2
0
"
S
T
E
E
L
C
A
S
I
N
G
18" MIN.
COVER
10+00 11+00 12+00 13+00 14+00 15+00
15
+
9
2
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W
FM
FM
FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM FM FM FM
10+00 11+0011+19
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W W W
W
W W
W
W
W
W
W
W
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
CA
D
D
F
I
L
E
:
DA
T
E
:
RE
V
.
#
SC
A
L
E
:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
WA
T
E
R
L
I
N
E
P
L
A
N
&
P
R
O
F
I
L
E
JOB NO.: 18-08
C-15
C-
1
5
.
D
W
G
DD
D
D
D
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
S
N
O
W
D
E
N
B
R
I
D
G
E
B
L
V
D
.
AS
S
H
O
W
N
STA. 10+00.00
REMOVE EX. CAP
ADD 11.25° BEND
12" DIP CL52 W/L (FW)
12" WATERLINE FROM EX. STUB TO BUILDING (FW)
STA. 15+91.51
BUILDING CONN.
EX
.
R
/
W
EX
.
R
/
W
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
T
E
R
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
20' FW EASEMENT
07-25-2019
STA. 15+82.51
12" G.V.
STA. 11+19.40
CAP & BLOCKSTA. 10+00.00
12" x 12" x 12" TEE
(3) 12" G.V.20' FW EASEMENT
1
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
A
G
E
N
C
Y
C
O
M
M
E
N
T
S
07
-
2
5
-
2
0
1
9
DD
D
12" WATERLINE FROM TEE TO WEST PROPERTY LINE (FW)
640
645
650
655
660
665
670
675
680
685
640
645
650
655
660
665
670
675
680
685
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 21+75
ST
A
.
1
0
+
0
0
.
0
0
BL
D
G
.
C
O
N
N
.
ST
A
.
1
0
+
1
2
.
0
0
24
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
6
4
.
7
2
ST
A
.
1
0
+
5
5
.
0
0
1.
5
"
S
A
N
.
F
.
M
.
X
-
I
N
G
ST
A
.
1
3
+
8
8
.
5
5
30
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
6
0
.
1
4
ST
A
.
1
9
+
7
1
.
9
6
30
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
5
7
.
3
1
ST
A
.
1
0
+
2
1
.
0
0
10
"
x
1
0
"
x
6
"
T
E
E
F.
H
.
A
S
S
E
M
B
L
Y
(
1
5
'
R
T
.
)
ST
A
.
1
0
+
6
5
.
0
0
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
1
+
1
1
.
9
6
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
3
+
1
1
.
3
9
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
4
+
4
4
.
5
5
45
°
B
E
N
D
ST
A
.
1
4
+
5
4
.
5
5
10
"
x
1
0
"
x
6
"
T
E
E
F.
H
.
A
S
S
E
M
B
L
Y
(
1
5
'
L
T
.
)
ST
A
.
1
5
+
2
7
.
5
5
22
.
5
°
B
E
N
D
ST
A
.
1
5
+
5
7
.
0
9
22
.
5
°
B
E
N
D
ST
A
.
1
9
+
2
6
.
6
7
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
9
+
5
1
.
9
7
45
°
B
E
N
D
ST
A
.
1
9
+
8
6
.
1
1
45
°
B
E
N
D
ST
A
.
2
0
+
4
5
.
3
9
10
"
x
6
"
R
E
D
U
C
E
R
F.
H
.
A
S
S
E
M
B
L
Y
(
I
N
-
L
I
N
E
)
PROPOSED
GRADE
ST
A
.
1
5
+
1
9
.
5
0
36
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
5
9
.
2
2
18" MIN.
COVER
18" MIN.
COVER
18" MIN.
COVER
18" MIN.
COVER
48" MIN.
COVER
10" C-900 PVC F/L
(PRIVATE)
10+00
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
16+00 17+00 18+00 19+00
2
0
+
0
0
2
0
+
4
5
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
FM
FM
W
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D
D
F
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:
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T
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:
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V
.
#
SC
A
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:
DA
T
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SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
FI
R
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L
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(
N
O
R
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H
)
P
L
A
N
&
P
R
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F
I
L
E
JOB NO.: 18-08
C-16
C-
1
6
.
D
W
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DD
D
D
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D
DE
S
C
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I
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05
-
3
1
-
2
0
1
9
AS
S
H
O
W
N
STA. 20+45.39
F/H ASSEMBLY (IN-LINE)
10" C-900 PVC F/L
(PRIVATE)
10" FIRE LINE AROUND NORTH END OF BUILDING (PRIVATE)
STA. 10+00.00
BUILDING CONN.
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
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07-25-2019
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O
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M
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N
T
S
07
-
2
5
-
2
0
1
9
DD
D
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50
ST
A
.
1
0
+
0
0
.
0
0
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
4
+
0
8
.
7
4
1.
5
"
S
A
N
.
F
.
M
.
X
-
I
N
G
ST
A
.
1
4
+
2
2
.
8
8
12
"
W
/
L
X
-
I
N
G
ST
A
.
1
1
+
9
3
.
5
8
10
"
x
1
0
"
x
6
"
T
E
E
F.
H
.
A
S
S
E
M
B
L
Y
(
1
0
'
L
T
.
)
ST
A
.
1
3
+
0
2
.
1
1
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
3
+
8
0
.
4
5
45
°
B
E
N
D
ST
A
.
1
4
+
7
9
.
4
5
45
°
B
E
N
D
ST
A
.
1
8
+
4
1
.
1
4
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
9
+
0
0
.
3
1
45
°
B
E
N
D
ST
A
.
1
9
+
5
6
.
2
9
45
°
B
E
N
D
ST
A
.
2
2
+
3
5
.
4
5
10
"
x
6
"
R
E
D
U
C
E
R
F.
H
.
A
S
S
E
M
B
L
Y
(
I
N
-
L
I
N
E
)
PROPOSED
GRADE
18" MIN.
COVER
18" MIN.
COVER
48" MIN.
COVER
10" C-900 PVC F/L
(PRIVATE)
ST
A
.
1
6
+
7
9
.
4
5
10
"
x
1
0
"
x
6
"
T
E
E
F.
H
.
A
S
S
E
M
B
L
Y
(
5
'
L
T
)
28.28LF - 20" STEEL CASING
FROM STA. 14+08.74 TO
STA. 14+37.02
ST
A
.
1
0
+
1
0
.
0
0
12
"
W
/
L
X
-
I
N
G
18" MIN.
COVER
20.00LF - 20" STEEL CASING
FROM STA. 10+00.00 (AFTER
TEE) TO STA. 10+20.00
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
1
4
+
0
0
15+00 16+00 17+00 18+00 19+00
20
+
0
0
21
+
0
0
22
+
0
0
22
+
3
5
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
M
F
M
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
FM
FM
FM
FM
FM
FM
W
W
W
W
W
W
W
W
W
W
W
CA
D
D
F
I
L
E
:
DA
T
E
:
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V
.
#
SC
A
L
E
:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
FI
R
E
L
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N
E
(
S
O
U
T
H
)
P
L
A
N
&
P
R
O
F
I
L
E
JOB NO.: 18-08
C-17
C-
1
7
.
D
W
G
DD
D
D
D
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
AS
S
H
O
W
N
STA. 22+35.45
F.H. ASSEMBLY (IN-LINE)
10" C-900 PVC F/L
(PRIVATE)
10" FIRE LINE AROUND SOUTH END OF BUILDING (PRIVATE)
STA. 10+00.00
10" x 10" x 10" TEE
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
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I
S
T
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C
S
C
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07-25-2019
1
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N
C
Y
C
O
M
M
E
N
T
S
07
-
2
5
-
2
0
1
9
DD
D
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 10+50
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 11+00
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 11+00
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 11+00
645
650
655
660
665
670
675
680
685
690
645
650
655
660
665
670
675
680
685
690
10+00 10+50
ST
A
.
1
0
+
0
0
.
0
0
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
0
+
2
5
.
0
0
BL
D
G
.
C
O
N
N
.
ST
A
.
1
0
+
0
5
.
0
0
AB
O
V
E
-
G
R
O
U
N
D
P
I
V
ST
A
.
1
0
+
0
0
.
0
0
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
0
+
2
0
.
0
0
1.
5
"
S
A
N
.
F
.
M
.
X
-
I
N
G
ST
A
.
1
0
+
3
0
.
0
0
12
"
W
/
L
X
-
I
N
G
ST
A
.
1
0
+
5
3
.
0
0
15
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
6
6
.
3
3
ST
A
.
1
0
+
0
7
.
0
0
AB
O
V
E
-
G
R
O
U
N
D
P
I
V
ST
A
.
1
0
+
6
5
.
0
0
BL
D
G
.
C
O
N
N
.
ST
A
.
1
0
+
0
0
.
0
0
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
0
+
0
7
.
0
0
AB
O
V
E
-
G
R
O
U
N
D
P
I
V
ST
A
.
1
0
+
5
3
.
0
0
30
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
6
4
.
1
3
ST
A
.
1
0
+
6
5
.
0
0
BL
D
G
.
C
O
N
N
.
ST
A
.
1
0
+
0
0
.
0
0
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
0
+
0
7
.
0
0
AB
O
V
E
-
G
R
O
U
N
D
P
I
V
ST
A
.
1
0
+
5
3
.
0
0
30
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
6
1
.
0
6
ST
A
.
1
0
+
6
5
.
0
0
BL
D
G
.
C
O
N
N
.
ST
A
.
1
0
+
0
0
.
0
0
10
"
x
1
0
"
x
1
0
"
T
E
E
ST
A
.
1
0
+
2
5
.
0
0
BL
D
G
.
C
O
N
N
.
ST
A
.
1
0
+
0
5
.
0
0
AB
O
V
E
-
G
R
O
U
N
D
P
I
V
PROPOSED
GRADE
10" C-900 PVC F/L
(PRIVATE)
(SEE NOTE)18" MIN.
COVER
18" MIN.
COVER
48" MIN.
COVER
48" MIN.
COVER
PROPOSED
GRADE
10" C-900 PVC F/L
(PRIVATE)
(SEE NOTE)
PROPOSED
GRADE
18" MIN.
COVER
48" MIN.
COVER
10" C-900 PVC F/L
(PRIVATE)
(SEE NOTE)
18" MIN.
COVER
48" MIN.
COVER
PROPOSED
GRADE
10" C-900 PVC F/L
(PRIVATE)
(SEE NOTE)
48" MIN.
COVER
PROPOSED
GRADE
10" C-900 PVC F/L
(PRIVATE)
(SEE NOTE)
20LF - 20" STEEL
CASING FROM
STA. 10+20.00 TO
STA. 10+40.00
10+00 10+25
10
+
0
0
10
+
6
5
10
+
0
0
10
+
6
5
10
+
0
0
10
+
6
5
10+0010+25
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
X
X
X
X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W
FM FM FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM FM FM
FM FM FM FM FM FM FM
W
CA
D
D
F
I
L
E
:
DA
T
E
:
RE
V
.
#
SC
A
L
E
:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
FI
R
E
L
I
N
E
(
R
I
S
E
R
S
)
P
L
A
N
&
P
R
O
F
I
L
E
JOB NO.: 18-08
C-18
C-
1
8
.
D
W
G
DD
D
D
D
D
DE
S
C
R
I
P
T
I
O
N
05
-
3
1
-
2
0
1
9
AS
S
H
O
W
N
SPRINKLER RISER #1 (PRIVATE)
STA. 10+00.00
10" x 10" x 10" TEE
FREDERICK COUNTY
SP #21-19
GR
A
Y
S
T
O
N
E
8
1
L
O
G
I
S
T
I
C
S
C
E
N
T
E
R
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
SPRINKLER RISER #2 (PRIVATE)SPRINKLER RISER #3 (PRIVATE)SPRINKLER RISER #4 (PRIVATE)SPRINKLER RISER #5 (PRIVATE)
STA. 10+25.00
BUILDING CONN.
RISER #1
STA. 10+00.00
10" x 10" x 10" TEE
STA. 10+65.00
BUILDING CONN.
RISER #2
STA. 10+00.00
10" x 10" x 10" TEE
STA. 10+65.00
BUILDING CONN.
RISER #3
STA. 10+00.00
10" x 10" x 10" TEE
STA. 10+65.00
BUILDING CONN.
RISER #4
STA. 10+00.00
10" x 10" x 10" TEESTA. 10+25.00
BUILDING CONN.
RISER #5
NOTE:
1. SPRINKLER RISERS SHALL TRANSITION FROM C-900 PVC
TO DIP CL52 5' OUTSIDE OF BUILDING.
07-25-2019
1
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
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R
I
C
K
C
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U
N
T
Y
A
G
E
N
C
Y
C
O
M
M
E
N
T
S
07
-
2
5
-
2
0
1
9
DD
D
650
655
660
665
670
675
680
685
690
695
650
655
660
665
670
675
680
685
690
695
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
ST
A
.
1
0
+
0
1
.
3
3
EX
.
S
A
N
.
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SP #21-19
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FREDERICK COUNTY
SP #21-19
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D
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 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 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
SHEET NUMBER:
JOB NO.: 18-08
C-24
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.
07-25-2019
FREDERICK COUNTY
SP #21-19
ELEV.=657.00
6"-DEWATERING 0RIFICE
DEVICE INV.=652.50
8" PERFORATED
POLYETHYLENE TUBING
W/POLYETHYLENE CAP
SEDIMENT CLEANOUT
ELEV.= 651.25
12" HDPE @ 1.00
%
4
0
.
0
0
L
FBOTTOM OF BASIN = 650.00
TOP OF WET STORAGE
ELEV.= 652.50
TOP OF DRY STORAGE
ELEV.= 654.40
2:1
IF NECESSARY, CONTRACTOR TO
EXCAVATE UNSUITABLE BASE MATERIAL
THAT EXISTS BELOW BASE OF RISER
AND REPLACE WITH COMPACTED
UNCLASSIFIED FILL.
NOT TO SCALE
2
:
1
6'
OUTLET
PROTECTION
RISER
ELEV.=654.40
INV.=650.00
TRASH
RACK
WET STORAGE =
1809 CF/AC
DRY STORAGE =
1809 CF/AC
2' DIA. CMP
RISER
ELEV.=654.00
8"-DEWATERING
0RIFICE DEVICE
INV.=645.80
10" PERFORATED
POLYETHYLENE TUBING
W/POLYETHYLENE CAP
SEDIMENT CLEANOUT
ELEV.= 644.80 18" HDPE @ 1.50
%
1
3
5
.
0
0
L
F
BOTTOM OF BASIN = 644.00
TOP OF WET STORAGE
ELEV.= 645.80
TOP OF DRY STORAGE
ELEV.= 647.00
5:1
IF NECESSARY, CONTRACTOR TO
EXCAVATE UNSUITABLE BASE MATERIAL
THAT EXISTS BELOW BASE OF RISER
AND REPLACE WITH COMPACTED
UNCLASSIFIED FILL.
NOT TO SCALE
3
:
1
8'
OUTLET
PROTECTION
RISER
ELEV.=651.00
INV.=644.00
TRASH
RACK
WET STORAGE =
1809 CF/AC
DRY STORAGE =
1809 CF/AC
EMERG. SPILLWAY
ELEV.=655.50
18"
4'
SQUARE
3,000 PSI CONCRETE
FOOTINGRISER TO BE EMBEDDED
6" INTO THE CONCRETE
FOOTING.
18"
8'
SQUARE
3,000 PSI CONCRETE
FOOTING
4' DIA. CONC.
RISER
EMERG. SPILLWAY
ELEV.=652.00
SHEET NUMBER:
JOB NO.: 18-08
C-25
652.73
652.97
654.50
656.13
10 YR.
1 YR.
2 YR.
100 YR.
655.0725 YR.
RISER TO BE EMBEDDED
6" INTO THE CONCRETE
FOOTING.
646.07
646.28
647.43
649.69
10 YR.
1 YR.
2 YR.
100 YR.
648.3125 YR.
6.5' x 6.5'
ANTI-SEEP
COLLAR
FREDERICK COUNTY
SP #21-19
07-25-2019
CA
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JOB NO.: 18-08
C-26
C-
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6
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STORMWATER MANAGEMENT BASIN NOTES:
1. ALL STORMWATER MANAGEMENT POND CONSTRUCTION SHALL BE IN
STRICT COMPLIANCE WITH ALL APPLICABLE FREDERICK COUNTY AND THE
U.S. DEPARTMENT OF AGRICULTURE SOIL CONSERVATION SERVICE
STANDARDS AND SPECIFICATIONS
2. MATERIAL. SITE AND STORMWATER MANAGEMENT BASIN FILL MATERIAL
SHALL BE TAKEN FROM APPROVED DESIGNATED BORROW AREAS. IT
SHALL BE FREE OF ROOTS, STUMPS, WOOD, RUBBISH, STONES WITH
DIAMETERS GREATER THAN 6 INCHES, AND FROZEN OR OTHER
OBJECTIONABLE MATERIALS.
3. COMPACTION. BACKFILL SHALL BE SPREAD IN HORIZONTAL LIFTS WHICH
DO NOT EXCEED 4 INCHES AND COMPACTED. THE MOVEMENT OF THE
HAULING AND SPREADING EQUIPMENT OVER THE FILL SHALL BE
CONTROLLED SO THAT THE ENTIRE SURFACE OF EACH LIFT SHALL BE
TRAVERSED BY NOT LESS THAN ONE TREAD TRACK OF HEAVY EQUIPMENT
OR COMPACTION SHALL BE ACHIEVED BY A MINIMUM OF 4 COMPLETE
PASSES OF A SHEEPSFOOT, RUBBER-TIRED OR VIBRATORY ROLLER. FILL
MATERIAL SHALL CONTAIN SUFFICIENT MOISTURE SUCH THAT THE
REQUIRED DEGREE OF COMPACTION WILL BE OBTAINED WITH THE
EQUIPMENT USED. THE FILL MATERIAL SHALL CONTAIN SUFFICIENT
MOISTURE SO THAT IF FORMED INTO A BALL IT WILL NOT CRUMBLE, YET
NOT SO WET THAT WATER CAN BE SQUEEZED OUT. THE MINIMUM
REQUIRED DENSITY OF THE COMPACTED BACKFILL SHALL NOT BE LESS
THAN 95% OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WITHIN
2% OF THE OPTIMUM. EACH LAYER OF FILL SHALL BE COMPACTED AS
NECESSARY TO OBTAIN THAT DENSITY, AND IS TO BE CERTIFIED BY THE
ENGINEER AT THE TIME OF CONSTRUCTION.
4. VEGETATION . NO TREES OR SHRUBS SHALL BE PLANTED ON ANY
EMBANKMENT OF THE STORMWATER MANAGEMENT BASINS.
SWM MAINTENANCE SCHEDULE
1. POST CONSTRUCTION STORM-WATER MANAGEMENT:
THE FOLLOWING CONTROL MEASURES SHALL BE IMPLEMENTED TO
REDUCE POLLUTANTS IN STORM-WATER DISCHARGE AFTER THE
HEAVY SITE CIVIL CONSTRUCTION PHASES HAVE BEEN COMPLETED
AT THE SITE.
A. ROUTINE INSPECTION OF DRAINAGE WAYS BEFORE AND AFTER
STORM SEASONS, INCLUDING CLEANING AND REMOVAL OF
SEDIMENT AND DEBRIS.
B. IMPLEMENTATION OF EROSION CONTROL MEASURES AS NEEDED
IN THE LONG-TERM TO MITIGATE THE EFFECTS OF EROSION ON
OPEN SLOPES ADJACENT TO AND WITHIN THE DEVELOPMENT.
C. PERMANENT RE-VEGETATION OF THE FILL SLOPES USING PROVEN
TECHNIQUES UPON COMPLETION.
D. REGULAR STREET AND PARKING LOT SWEEPING TO COLLECT
SEDIMENT AFTER/BEFORE RUNOFF EVENTS AND TO PREVENT
DUST POLLUTION.
2. MAINTENANCE AND INSPECTION:
THE STORM-WATER POLLUTION PREVENTION PLAN SHALL INCLUDE
MAINTENANCE, REPAIR, AND TRACKING PROCEDURES TO ENSURE
THAT ALL GRADED SURFACES AND MITIGATION MEASURES, AND
OTHER PROTECTIVE DEVICES, IN SITE PLAN, ARE MAINTAINED IN A
GOOD AND EFFECTIVE CONDITION, AND ARE REPAIRED OR
RESTORED IF DAMAGED.
3. GENERAL PROCEDURE:
ALL MITIGATION MEASURES SHALL BE INSPECTED AFTER EACH AND
EVERY MAJOR STORM EVENT. A STORM EVENT IS DEFINED AS A
RAINFALL EVENT WHERE MORE THAN 1/2" OF RAINFALL OCCURS
DURING A 24 HOUR PERIOD. REPAIRS SHALL BE MADE TO ALL
MITIGATION DEVICES UPON DISCOVERY OF DAMAGE. ADDITIONALLY,
MONTHLY INSPECTION SHALL OCCUR UNTIL THE NOTICE OF
TERMINATION (NOT) IS FILED.
4. RECORD KEEPING DOCUMENTATION:
RECORDS OF ALL INSPECTION, COMPLIANCE CERTIFICATION, AND
NON-COMPLIANCE REPORTING WILL BE RETAINED FOR A PERIOD OF
AT LEAST 3 YEAR. A COPY OF THIS STORM-WATER POLLUTION
PREVENTION PLAN WILL BE KEPT ONSITE DURING ALL
CONSTRUCTION ACTIVITIES.
5:
1
15.0%
BOTTOM = 644.00
NORMAL POOL = 648.00
10'
5' (ZONE 2) 5' (ZONE 1)
TOP = 654.00
5:
1
SWMB #1 LANDSCAPING CALCULATIONS
AQUATIC BENCH
ZONE 1 = 700 LF W/ POND WEED (HAND SEWN SEEDLINGS)
ZONE 2 = 700 LF W/ SWITCHGRASS @ 5' SPACING = 140 PLANTS
CONSTRUCTED WETLANDS
SOFTSTEM BULRUSH - 275 PLANTS @ 5' SPACING
BROOMSEDGE - 275 PLANTS @ 5' SPACING
BENCH TOE = 646.50
NOTE:
1. ONLY THE AREA WITHIN THE LIMITS OF THE PROPOSED RETENTION
BASIN III IS TO BE LINED. AREAS OUTSIDE OF THE RETENTION BASIN,
BUT WITHIN THE STORMWATER MANAGEMENT BASIN, SHALL BE
CAPPED WITH 6" OF TOPSOIL IF EXISTING TOPSOIL IS REMOVED
DURING GRADING OPERATIONS.
SWM BASIN CLAY LINER DETAIL
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07-25-2019
ELEV.=654.00
18" HDPE @ 1.50% 135.00 LFBOTTOM OF BASIN = 644.00
5:1
IF NECESSARY, CONTRACTOR TO
EXCAVATE UNSUITABLE BASE MATERIAL
THAT EXISTS BELOW BASE OF RISER
AND REPLACE WITH COMPACTED
UNCLASSIFIED FILL.
3
:
1
8'
RISER
ELEV.=651.00
INV.=644.00
TRASH
RACK
4' DIA. CONC.
RISER
NORMAL POOL = 648.00
3" ORIFICE W/
TRASH RACK
INV.=648.00
25' WIDE
EMERG. SPILLWAY
ELEV.=652.00
18"
8'
SQUARE
3,000 PSI CONCRETE
FOOTING
CONVERSION OF SEDIMENT BASIN TO PERMANENT STORM
WATER MANAGEMENT BASIN NOTES
THE FOLLOWING ITEMS NEED TO BE ADDRESSED TO COMPLETE THE CONVERSION:
1. REMOVE PERFORATED POLYETHYLENE TUBING.
2. REMOVE SEDIMENT FROM BASIN.
3. BOLT STEEL PLATE OVER EX. 8" ORIFICE AND SEAL WITH NON-SHRINK GROUT.
4. CORE NEW 3" ORIFICE AT INV. OF 648.00 AND AFFIX DEBRIS RACK PER VDOT SWM-1.
RISER TO BE EMBEDDED
6" INTO THE CONCRETE
FOOTING.
650.60
651.03
651.46
652.70
10 YR.
1 YR.
2 YR.
100 YR.
652.0325 YR.
652.93 (100% THRU EMERG. SPILLWAY)100 YR.
SEDIMENT FOREBAY
BOTTOM = 648.00
REQ'D VOL. = 11,435 CU. FT.
DESIGN VOL. = 15,524 CU. FT.
STONE GABION
3'W x 3'H
TOP ELEV. = 651.00
CONSTRUCTED
WETLANDS FOR
WET POND II
(2710 SQ. FT.)
ELEV. = 650.00
SWMB (WET POND II
W/ EXT. DETENTION)
135 LF - 18" HDPE
@ 1.50%
INV. = 641.97
25' WIDE EMERGENCY
SPILLWAY W/ ECC-2
EROSION CONTROL
MATTING
10' WIDE AQUATIC
BENCH
PRINCIPAL SPILLWAY
5:
1
3:
1
OUTLET
PROTECTION
6.5' x 6.5'
ANTI-SEEP
COLLAR
FREDERICK COUNTY
SP #21-19
GR
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C-27
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N
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Q2 = 2.64 CFS
Q10 = 3.61 CFS
2-YR VEL. = 1.96 FT/S
10-YR. DEPTH = 0.76'
LINING = GRASS
Q2 = 1.38 CFS
Q10 = 1.89 CFS
2-YR VEL. = 1.77 FT/S
10-YR. DEPTH = 0.57'
LINING = GRASS
WIRE CAGE
GABION BASKET
NOTES:
1. CLASS A-1 RIP-RAP TO BE USED FOR FILLING AND PLACEMENT ALONG EXTERIOR OF
GABION BASKETS.
2. REFER TO PLAN SHEETS FOR HEIGHT REQUIREMENTS.
BOTTOM OF
BASIN/FOREBAY
PLACE
ADDITIONAL
RIP-RAP
PAVEMENT &
SUBGRADE SECTION
CLEAN WASHED
GRAVEL
3" DROP
NON-WOVEN
GEOTEXTILE FABRIC
ST
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07-25-2019
FREDERICK COUNTY
SP #21-19
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HANDICAPPED USE SYMBOL
4'
9'
HANDICAPPED PARKING STALL
STANDARD STOP SIGN
HANDICAPPED USE SIGN
CONCRETE SIDEWALK DETAIL
WHEEL STOP DETAIL
PLAN VIEW
SECTION B-B
SECTION A-A
BAB
A
TURN-DOWN SIDEWALK DETAIL
DE
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DUMPSTER PAD DETAIL
FIRE LANE SIGN DETAILS
07-25-2019
CO
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FREDERICK COUNTY
SP #21-19
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07-25-2019
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FREDERICK COUNTY
SP #21-19
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07-25-2019
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FREDERICK COUNTY
SP #21-19
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FREDERICK COUNTY
SP #21-19
07-25-2019
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JOB NO.: 18-08
C-32
C-
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1"
=
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05
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1
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1
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
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FREDERICK COUNTY
SP #21-19
PROPOSED 348,500 SQ. FT.
WAREHOUSE FACILITY
(410' x 850')
GR
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SECURITY GATE
W/ KNOX BOX
FDC
F.H. W/ (4) BOLLARDS
(DEDICATED TO FDC)
SECURITY GATE
W/ KNOX BOX
12" DIP CL52 W/L (FW)
10" C-900 PVC F/L
(PRIVATE)
10" C-900 PVC F/L
(PRIVATE)
10" C-900 PVC F/L (PRIVATE)
PIV W/ (4) BOLLARDS PIV W/ (4) BOLLARDS PIV W/ (4) BOLLARDS
PIV W/ (4) BOLLARDS
F.H. W/ (3) BOLLARDSF.H. W/ (4) BOLLARDS
PIV W/ (4) BOLLARDS
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
10" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BUILDING)
F.H. W/ (4) BOLLARDS
F.H. W/ (3) BOLLARDS
12" G.V.
(END OF FW LINE)
07-25-2019
1
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07
-
2
5
-
2
0
1
9
DD
D
F.H. W/ (2) BOLLARDS
EXTERIOR AREA OF
ASSISTED RESCUE
EXTERIOR AREA OF
ASSISTED RESCUE
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'A')FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'D' MODIFIED)FIRE LANE SIGN
(TYPE 'D' MODIFIED)
FIRE LANE SIGN
(TYPE 'D' MODIFIED)
FIRE LANE SIGN
(TYPE 'D' MODIFIED)
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'D' MODIFIED)
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'D' MODIFIED)
FIRE LANE SIGN
(TYPE 'D' MODIFIED)
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'D' MODIFIED)
NOTES:
1. 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. CURB AND/OR EDGE OF PAVEMENT BETWEEN FIRE LANE
SIGNS SHALL BE MARKED WITH A SOLID 6" WIDE YELLOW LINE TO DELINEATE
EXTENTS OF FIRE LANE.
2. REFER TO TYPICAL FIRE LANE SIGN DETAILS, SHEET C-28.