HomeMy WebLinkAbout09-17 Site PlanSTONEWALL III SITE PLAN (SP #09-17)
FREDERICK COUNTY, VIRGINIA
LOCATION MAP:
PROJECT INFORMATION:SHEET INDEX:
PROJECT NOTES:
SCALE: 1" = 2000'
PROJECT LOCATION
SHEET DESCRIPTION SHEET NUMBER
COVER SHEET.......................................................................................
NOTES AND LEGEND............................................................................
EXISTING CONDITIONS.........................................................................
INITIAL E&SC PLAN................................................................................
SITE & UTILITY PLAN.............................................................................
GRADING AND FINAL E&SC PLAN........................................................
LANDSCAPE PLAN.................................................................................
PHOTOMETRIC PLAN.............................................................................
ENTRANCE PLAN - WEST......................................................................
ENTRANCE PLAN - EAST.......................................................................
STORMWATER MANAGEMENT PLAN..................................................
WATERLINE & SANITARY SEWER PLAN & PROFILE..........................
WATERLINE PLAN & PROFILE - PRIVATE............................................
STORM SEWER PROFILES...................................................................
E&SC NOTES AND DETAILS.................................................................
STORMWATER MANAGEMENT DETAILS............................................
UTILITY DETAILS....................................................................................
CONSTRUCTION DETAILS....................................................................
CONSTRUCTION DETAILS....................................................................
CONSTRUCTION DETAILS....................................................................
CONSTRUCTION DETAILS....................................................................
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-22VA
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CURRENT OWNER:
REFERENCE:
USE DESCRIPTION:
ACREAGE:
ZONING:
PHYSICAL ADDRESS:
FLOODPLAIN:
LENOIR CITY COMPANY OF VIRGINIA
INST #7280
TM 43-A-63B
STONEWALL MAGISTERIAL DISTRICT
MDP 06-93, REVISED 12/13/99
REZONING #13-99
REFER TO PROFFER STATEMENT, SHEET C-02
WAREHOUSE/DISTRIBUTION
19.29 AC.
M1
TBD
OUTSIDE 100 YEAR FLOODPLAIN BASED ON FIRM MAP PANEL
PROJECT CONTACTS:
OWNER:
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
DEVELOPER:
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-
LENOIR CITY COMPANY OF VIRGINIA
P.O. BOX 1657
WINCHESTER, VA 22604
THOMAS GILPIN
STONEWALL INDUSTRIAL INVESTORS, LLC
301 OXFORD VALLEY ROAD, SUITE 1203A
YARDLEY, PA 19067
215.575.2436
215.575.2434
JKNOTT@BPGLTD.COM
JOHN KNOTT
ARCO DESIGN/BUILD
5950 SYMPHONY WOODS RD., SUITE 609
COLUMBIA, MD 21044
443.917.4900
443.917.4901
QMULHOLLAND@ARCODB.COM
QUINLAN MULHOLLAND
DSS-PHILLY
107 FORREST AVE., 2ND FLOOR, SUITE #12
NARBERTH, PA 19072
610.660.8250
610.660.8251
DSCHOENHARD@DSSPHILLY.COM
DAVID SCHOENHARD
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-
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-
SHENANDOAH VALLEY ELECTRIC CO-OP
3463 VALLEY PIKE
WINCHESTER, VA 22602
540.450.0111
CYNTHIA LAING
FREDERICK CO. SANITATION AUTHORITY
P.O. BOX 1877
WINCHESTER, VA 22604
540.868.1061
EARL WILEY
FREDERICK CO. SANITATION AUTHORITY
P.O. BOX 1877
WINCHESTER, VA 22604
540.868.1061
EARL WILEY
SHENANDOAH GAS
350 HILLANDALE LANE
WINCHESTER, VA 22602
540.868.7925
TIM HOCKMAN
VERIZON
404 HILLANDALE LANE
WINCHESTER, VA 22602
540.665.3153
MIKE WALLACE
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FREDERICK COUNTY
SP #09-17
07-07-2017
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FREDERICK COUNTY
SP #09-17
07-07-2017
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
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(80' R/W)
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LENOIR CITY COMPANY OF VIRGINIA
TM 43-A-63B
19.29 ACRES
ZONED: M1
USE: VACANT
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(TO BE MODIFIED
PER THIS PLAN)
FREDERICK COUNTY
SP #09-17
07-07-2017
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CIP CIP
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DRAINAGE TO SEDIMENT BASIN
AREA = 13.28 AC.
REQ'D VOL. = 13.28 AC. x 3618 CU. FT. /AC. = 48,047 CU. FT.
EXCAVATED VOL. = 80,545 CU. FT.
TOP = 696.50
BOTTOM ELEV. = 693.50
(NO OUTLET DUE TO EXCAVATION)
TEMPORARY
TOPSOIL
STOCKPILE
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(80' R/W)
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NOTES:
1.CONTRACTOR TO INSTALL LINER FOR THE SEDIMENT BASIN DURING INITIAL PHASE OF CONSTRUCTION TO
AVOID DEWATERING FOR LINER CONSTRUCTION AT A LATER DATE. PER EXISTING SOIL BORING DATA IN THE
VICINITY OF THE PROPOSED BASIN, ROCK MAY NOT BE ENCOUNTERED DURING BASIN EXCAVATION. IF ROCK IS
NOT ENCOUNTERED, AND EXISTING IN-SITU SOILS ARE SUITABLE AND MEET LINER PERMEABILITY
REQUIREMENTS, THE EXISTING SOILS MAY BE SCARIFIED TO A DEPTH OF 12" AND RECOMPACTED, THEREFORE
OVER-EXCAVATION AND PLACEMENT OF THE CLAY LINER MAY NOT BE REQUIRED (REFER TO SHEET C-16 FOR
LINER DETAIL). CONTRACTOR TO COORDINATE BASIN AND LINER CONSTRUCTION WITH ENGINEER OF RECORD
TO VERIFY ACTUAL FIELD CONDITIONS IN ORDER TO MAKE DETERMINATION IF ADDITIONAL EXCAVATION IS
REQUIRED FOR LINER CONSTRUCTION.
2.GABION BASKETS TO BE WRAPPED WITH NON-WOVEN GEOTEXTILE FABRIC TO PREVENT MIGRATION OF
SEDIMENT INTO THE OUTLET STRUCTURE DURING CONSTRUCTION. ONCE DISTURBED AREAS ARE STABILIZED,
THE GEOTEXTILE FABRIC IS TO BE CUT AND REMOVED, BUT THE GABION BASKETS ARE TO REMAIN.
FREDERICK COUNTY
SP #09-17
07-07-2017
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WIRE CAGE GABION WALL
W/ CLASS A-1 RIP-RAP
(51'L x 3'W x 1.5'H)
TOP = 698.0
(SEE NOTE #2)2
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
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C-05
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(80' R/W)
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5' x 5' CONC.
STOOP (TYP.)
PROPOSED 287,000 SQ. FT. BUILDING
(410' x 700')
EX. SAN. M/H
HEAVY-DUTY
ASPHALT PAVEMENT
CG-6
15
10' WIDE CONC.
DOLLY STRIP
CONC. WHEEL STOP
(TYP. OF 50)
HEAVY-DUTY
CONC. PAVEMENT
5' CONC. S/W
(TURN-DOWN)HC SIGN (TYP.)
10" C-900 PVC FIRE
LINE (PRIVATE)
DOOR W/ ELEVATED
9' x 5' CONC. STOOP
& RISERS (TYP.)
CONC. TRANSFORMER
PAD W/ (3) BOLLARDS
(SEE ELEC. PLANS)
E.
P
.
55'
65'
60'
10'
75
'
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B
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700'
12" x 12" x 6" TEE
1-6" G.V.
20' FCSA EASEMENT
OFFICE (5000 SQ. FT.)
C.O.
12" CL52 DIP W/L (FCSA)
100LF - 6" PVC SDR 35/26
SAN. SEW. @ 1.00%
50 TRAILER STORAGE
SPACES
(12' x 55' TYP.)
2" W.M. W/ SADDLE
& CORP. STOP
2" CTS CL-200 PE
PIPE (DOMESTIC)
F.H. (PRIVATE)
W/ (2) BOLLARDS
41
0
'
F.H.
F.H. (PRIVATE)
W/ (2) BOLLARDS
75'
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75' INACTIVE BUFFER
25' ACTIVE BUFFER
TRASH DUMPSTER
W/ 6' OPAQUE SCREEN
F.H. W/ (2) BOLLARDS
(DEDICATED TO FDC)
FDC
F.H. (PRIVATE)
24'
E.
P
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24'
E
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P
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E
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P
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C.O.
CG-2
18'
24'
1516
1615
15
17
17
%(1'
%(1'
10" x 10" x 6" TEE
1-6" G.V.
8" x 8" x 6" TEE
1-8" G.V.
1-6" G.V.
%(1'
%(1'
8" C-900 PVC FIRE
LINE (PRIVATE)
8" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BLDG.)
TRUCK DOCK
(TYP. OF 31
W/ 6 FUTURE)
12" WET TAP (BY FCSA)
1-12" G.V. (ON NEW LINE)
R.D. (TYP.)
8" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BLDG.)
10" x 8" REDUCER
8" x 6" REDUCER
35'
10" x 10" x 8" TEE
1-8" G.V.
(SEE NOTE #6)
3" x 2" REDUCER
3" CTS CL-200 PE
PIPE INTO BLDG.
10" x 10" x 8" TEE
1-8" G.V.
(SEE NOTE #6)
12" x 12" x 6" TEE
1-6" G.V.
STANDARD-DUTY
ASPHALT PAVEMENT
WITHIN PARKING AREA
HEAVY-DUTY
ASPHALT PAVEMENT
HEAVY-DUTY
ASPHALT PAVEMENT
HEAVY-DUTY
ASPHALT PAVEMENT
HC ACCESSIBLE
HC ACCESSIBLE
1-12" G.V.
OFFICE (5000 SQ. FT.)
ES-11234567
8
ES-2
9
10
1112131415161718
1920
CULVERT #1
55 LF - 18" HDPE
@ 13.00%
INV. IN = 705.00
INV. OUT = 697.85
CULVERT #2
52 LF - 15" HDPE
@ 12.00%
INV. IN = 704.00
INV. OUT = 697.75
RETAINING WALL
(DESIGN BY OTHERS)
FREESTANDING SIGN
NOTES:
1.ALL WORK SHALL BE PERFORMED PER FCSA INSPECTOR'S REQUIREMENTS.
2.TEST PITS WILL BE REQUIRED BY FCSA INSPECTOR ON EXISTING FCSA LINES. CONTRACTOR
SHALL PERFORM TEST PITS AND REPORT TO OWNER'S ENGINEER. PLANS SHALL BE
RESUBMITTED AS REQUIRED PENDING RESULTS OF THE TEST PITS.
3.EXISTING FCSA FACILITIES SHALL BE ADJUSTED PER FCSA INSPECTOR REQUIREMENTS.
4.EXISTING WATER MAIN SHALL BE RESTRAINED PER CURRENT FCSA REQUIREMENTS.
5.CONCRETE THRUST BLOCKS TO BE USED FOR ALL BENDS AND JUNCTIONS WITHIN THE PRIVATE
FIRE LINE SYSTEM (SEE DETAIL, SHEET C-17).
6.ALL VALVES ON THE PRIVATE SPRINKLER SYSTEM SHALL BE ELECTRICALLY SUPERVISED BY A
LISTED FIRE ALARM CONTROL UNIT. PER THIS PLAN, THE FIRE ALARM CONTROL UNIT WILL BE
LOCATED INSIDE THE BUILDING, THEREFORE EACH AFFECTED VALVE WILL BE WIRED FOR
MONITORING. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. THIS REQUIREMENT DOES NOT
APPLY FOR VALVES LOCATED ON THE SECTION OF PIPING BETWEEN THE 10" x 8" REDUCER AND
THE DEAD-END FIRE HYDRANT, AS THAT SECTION OF PIPING IS BEYOND THE FINAL SPRINKLER
RISER AND WILL NOT AFFECT THE SPRINKLER SYSTEM IF A VALVE IS CLOSED.
FREDERICK COUNTY
SP #09-17
07-07-2017
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2' WIDE GRAVEL DIAPHRAGM
ALONG LENGTH OF TRUCK
COURT FOR STORMWATER
PRE-TREATMENT
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85LF - 24" STEEL CASING
FOR JACK AND BORE
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BENDS
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
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JOB NO.: 16-14
C-06
C-
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1"
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TYSON DRIVE (RTE. 863)
(80' R/W)
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F.F. = 706.00
NOTES:
1.CONTRACTOR TO INSTALL LINER FOR SEDIMENT BASIN DURING INITIAL PHASE OF
CONSTRUCTION TO AVOID DEWATERING FOR LINER CONSTRUCTION AT A LATER DATE. PER
EXISTING SOIL BORING DATA IN THE VICINITY OF THE PROPOSED BASIN, ROCK MAY NOT BE
ENCOUNTERED DURING BASIN EXCAVATION. IF ROCK IS NOT ENCOUNTERED, AND EXISTING
IN-SITU SOILS ARE SUITABLE AND MEET LINER PERMEABILITY REQUIREMENTS, THE EXISTING
SOILS MAY BE SCARIFIED TO A DEPTH OF 12" AND RECOMPACTED, THEREFORE
OVER-EXCAVATION AND PLACEMENT OF THE CLAY LINER MAY NOT BE REQUIRED (REFER TO
SHEET C-16 FOR LINER DETAIL). CONTRACTOR TO COORDINATE BASIN AND LINER
CONSTRUCTION WITH ENGINEER OF RECORD TO VERIFY ACTUAL FIELD CONDITIONS IN
ORDER TO MAKE DETERMINATION IF ADDITIONAL EXCAVATION IS REQUIRED FOR LINER
CONSTRUCTION.
2.PERIMETER BERM SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY AFTER ACHIEVING
FINAL GRADE.
702.00
701.40
700.20 700.20
702.00 706.00
701.40
T/C = 705.35 T/C = 704.91
T/C = 704.97
T/S = 705.80
E.P. = 705.80
705.44
705.12
T/S = 705.80
E.P. = 705.30
T/S = 705.80
E.P. = 705.80
705.62 705.17
T/S = 705.80
E.P. = 705.30
T/C = 704.18 T/C = 704.13
4' CURB CUT
4' CURB CUT
WIRE CAGE GABION
BASKET FOREBAY W/
CLASS A-1 RIP-RAP
TOP = 700.00
BOTTOM = 697.00
VOLUME = 3480 CU. FT.
FREDERICK COUNTY
SP #09-17
07-07-2017
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WIRE CAGE GABION
BASKET FOREBAY W/
CLASS A-1 RIP-RAP
TOP = 700.00
BOTTOM = 697.00
VOLUME = 4580 CU. FT.
SEDIMENT BASIN
TOP = 696.50
BOTTOM = 693.50
710.70712.80712.20711.80
712.20
712.10
712.00 715.00
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( IN FEET )
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TYSON DRIVE (RTE. 863)
(80' R/W)
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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 FCSA
EASEMENT.
EASTERN REDBUD
CHINESE HOLLY
VIBURNUM DENTATUM
KOUSA DOGWOOD
WHITE PINE
LEGEND:
TYPICAL CATEGORY 'C' BUFFER
AT REAR OF PROPERTY DETAIL
PERIMETER LANDSCAPING:
REQUIRED:
x 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.
x TOTAL IMPERVIOUS AREA = 180,814 SQ. FT.
x (100,000 / 2,000) + (80,814 / 5,000) = 66 TREES
PROVIDED:
x 69 TREES AROUND PERIMETER OF PARKING AREAS (SEE
INTERIOR LANDSCAPING NOTE)
PARKING LOT SCREEN:
REQUIRED:
x A 3 FT. HIGH SCREEN TO PREVENT HEADLIGHTS FROM
SHINING ONTO ADJOINING PROPERTY OR RIGHT OF WAY
x MAXIMUM 4 FT. SPACING OF SHRUBS
PROVIDED:
x 78 SHRUBS PLANTED AT HEIGHT OF 3 FT. AND SPACED AT 3
FT. ON CENTER
x 3' BERM PLACED IN EASEMENT AREAS
INTERIOR LANDSCAPING:
REQUIRED:
x MINIMUM OF 5% OF INTERIOR PARKING LOTS
SHALL BE LANDSCAPED WITH SHADE TREES.
x TOTAL INTERIOR PARKING AREA = 40,305 SQ. FT.
x (0.05) * 40,305 = 2,015 SQ. FT.
x 1 SHADE TREE FOR EVERY 10 PARKING SPACES
x 126 SPACES / 10 = 13 REQUIRED TREES
PROVIDED:
x 2,180 SQ. FT. OF INTERIOR LANDSCAPING
x 10 INTERIOR SHADE TREES (UTILITY EASEMENTS
PROHIBIT TREE PLACEMENT, AN ADDITIONAL 3
TREES INSTALLED FOR PERIMETER LANDSCAPING)
BUFFER/SCREENING LANDSCAPING:
CATEGORY 'C' FULL SCREEN:
x REQUIRED PLANTINGS OF 3 FOR EVERY 10 FT. W/
EQUAL QUANTITIES OF DECIDUOUS, EVERGREEN,
AND SHRUBS.
x LENGTH OF BUFFER = 910 FT.
x (910 / 10) * 3 = 273 PLANTINGS (91 EACH TYPE)
x 273 PLANTINGS PROVIDED (91 EACH TYPE)
QUANT.
PLANT SCHEDULE
COMMON NAMEBOTANICAL NAME REMARKS
Eastern RedbudCercis canadensis
White PinePinus strobus
2" Caliper
48" Minimum Height
14
91
Kousa DogwoodCornus kousa 2" Caliper156
Arrowwood ViburnumViburnum dentatum91
Chinese HollyIlex cornuta 36" Minimum Height78
18" Minimum Height
TYPE
Perimeter Tree
Buffer Evergreen
Buffer Deciduous / Interior & Perimeter Tree
Parking Screen Shrub
Buffer Shrub
3' HIGH EARTHEN BERM FOR
HEADLIGHT SCREENING WHERE
UTILITY EASEMENTS PROHIBIT
PLANTINGS
3' HIGH EARTHEN BERM FOR
HEADLIGHT SCREENING WHERE
UTILITY EASEMENTS PROHIBIT
PLANTINGS
FREDERICK COUNTY
SP #09-17
07-07-2017
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0.50.40.92.11.30.70.3 0.10.31.52.92.41.30.50.40.60.60.70.80.60.60.60.60.60.80.70.60.60.70.60.80.70.60.60.60.60.70.80.60.60.60.60.70.70.60.5
0.50.83.52.81.91.00.3 0.00.10.42.63.22.21.10.70.40.40.40.40.40.30.40.40.40.40.40.30.40.40.40.40.40.30.40.40.40.40.40.40.30.40.40.40.40.30.3
1.12.23.03.41.40.30.1 0.00.00.10.52.11.51.20.80.40.40.40.40.40.40.40.40.40.50.40.40.40.40.40.50.40.40.40.40.40.50.40.40.40.40.40.40.40.30.5
1.01.52.20.90.20.10.0 0.00.00.10.20.61.00.80.80.70.90.90.80.70.70.70.90.90.80.80.70.80.90.90.80.80.70.80.80.90.80.80.70.80.70.90.90.70.7
0.60.80.50.10.10.00.0 0.00.00.00.10.20.50.61.31.82.01.91.80.91.01.81.92.01.81.20.91.81.92.11.81.40.81.61.82.11.81.60.81.31.82.01.81.70.70.4
0.00.00.00.00.10.20.51.02.32.02.91.90.80.82.02.42.12.20.90.81.73.22.02.41.10.71.32.92.03.01.40.71.02.32.03.11.70.60.30.1
0.00.00.00.00.00.00.51.52.21.91.20.40.41.31.92.01.40.50.41.21.82.71.60.60.40.91.84.21.70.90.40.61.62.51.81.20.30.10.10.00.00.00.00.00.00.0
0.00.00.00.00.00.00.00.00.00.10.10.10.10.20.40.30.20.20.20.20.30.30.20.20.20.20.20.40.20.20.10.20.20.40.20.20.10.20.20.40.30.20.10.10.00.00.00.00.00.00.00.0
0.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.10.10.10.10.10.10.20.10.10.10.10.10.20.10.10.10.10.10.20.10.10.10.10.10.20.10.10.00.00.00.00.00.00.00.00.00.0
0.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.10.10.00.00.00.00.10.10.10.00.00.00.10.10.10.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.0
0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0
0.8
0.5
0.5
0.8
0.8
0.50.30.40.40.20.20.10.10.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.00.0 0.40.20.10.0
0.20.3
0.3
0.4
0.2
0.1
0.0
0.0
0.0
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.0
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.5
0.6
0.5
0.4
0.4
0.8
0.9
0.8
0.5
0.7
0.7
0.5
0.3
0.4
0.00.10.10.2
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
0.0
0.1
0.1 0.00.0
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.00.0
0.00.0
0.00.0
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
0.0
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
0.0
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
0.0
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
0.2
0.4
0.7
1.2
0.00.00.00.00.0
0.00.00.00.00.1
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
60
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
PH
O
T
O
M
E
T
R
I
C
P
L
A
N
JOB NO.: 16-14
C-08
C-
0
8
.
D
W
G
DD
D
1"
=
6
0
'
DD
D
ST
O
N
E
W
A
L
L
I
I
I
FR
E
D
E
R
I
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K
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O
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T
Y
,
V
A
TYSON DRIVE (RTE. 863)
DE
S
C
R
I
P
T
I
O
N
02
-
1
7
-
2
0
1
7
PROPOSED 287,000 SQ. FT. BUILDING
(410' x 700')
NOTES:
1.ALL PROPOSED LIGHTING SHALL BE FULL CUTOFF FIXTURES AND CONFORM TO
THE REQUIREMENTS IN THE FREDERICK COUNTY ZONING ORDINANCE SECTION
165-201.07
Luminaire Schedule
Symbol Qty Label [MANUFAC]Description LLF Mounting Ht
5 SLA SPAULDING LIGHTING CL1-x-90L-1-3K-4-105 0.900 25' (POLE)
3 SLA-2 SPAULDING LIGHTING CL1-x-90L-1-3K-4-105 0.900 25' (POLE)
2 SLB SPAULDING LIGHTING CL1-x-90L-1-3K-3-105 0.900 25' (POLE)
5 SLC SPAULDING LIGHTING CL1-x-90L-1-3K-4-105 0.900 25' (BUILDING)
8 SLD SPAULDING LIGHTING CL1-x-90L-1-3K-3-105 0.900 25' (BUILDING)
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Site Illuminance Fc 0.25 5.1 0.0 N.A.N.A.
Car Parking Illuminance Fc 1.20 3.4 0.1 4.17 10.33
Roadways Illuminance Fc 1.12 3.5 0.1 6.10 18.00
Truck Parking Illuminance Fc 1.15 5.1 0.3 3.83 17.00
SLCSLC SLC SLC SLC
SLD
SLD
SLD
SLD SLD
SLD
SLD
SLD
SLA-2 SLA-2 SLA-2
SLB
SLB
SLA SLA SLA SLA SLA
FREDERICK COUNTY
SP #09-17
07-07-2017
1
RE
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F
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E
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I
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K
C
O
U
N
T
Y
A
G
E
N
C
Y
C
O
M
M
E
N
T
S
04
-
1
8
-
2
0
1
7
DD
D
2
RE
V
I
S
E
D
W
A
T
E
R
L
I
N
E
C
O
N
N
E
C
T
I
O
N
L
O
C
A
T
I
O
N
06
-
1
3
-
2
0
1
7
DD
D
3
RE
V
I
S
E
D
P
E
R
F
C
S
A
C
O
M
M
E
N
T
S
07
-
0
7
-
2
0
1
7
DD
D
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
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
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
70
4
705
704
7
0
5
706
707
708
709
707
707
705
708
7
0
2
7
0
3
-3+90
-3+00
-2+00
-1+00
0+00
1+00
2+00
3+00
3+90
10
+
0
0
1
1
+
0
0
700
705
710
715
700
705
710
715
10+00 11+00 11+50
-2.00%
ST
A
.
1
0
+
0
0
.
0
0
C/
L
E
X
.
T
Y
S
O
N
R
O
A
D
EL
E
V
.
=
7
0
8
.
8
0
ST
A
.
1
0
+
1
2
.
0
0
EX
.
E
.
P
.
EL
E
V
.
=
7
0
8
.
5
6
ST
A
.
1
1
+
0
0
.
0
0
EL
E
V
.
=
7
0
6
.
0
6
PROPOSED GRADE
ST
A
.
1
0
+
2
6
.
0
0
EX
.
E
.
P
.
EL
E
V
.
=
7
0
8
.
2
8
-3.00
%
690
695
700
705
710
715
720
690
695
700
705
710
715
720
-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
EYE (HT. = 3.5')
(14.5' FROM E.P.)
MIN. SIGHT DISTANCE = 390' (
3
5
M
P
H
)
(ACTUAL = 1475')MIN. SIGHT DISTANCE = 390' (35 MPH)
(ACTUAL = 1380' TO WELLTOWN RD.)PROPOSED GRADE
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
EYE (HT. = 3.5')
(14.5' FROM E.P.)
MIN. SIGHT DISTANCE = 390' (
3
5
M
P
H
)
(ACTUAL = 1475')MIN. SIGHT DISTANCE = 390' (35 MPH)
(ACTUAL = 1380' TO WELLTOWN RD.)PROPOSED GRADE
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
CA
D
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F
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:
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:
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#
SC
A
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:
DA
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SHEET NUMBER:
DR
A
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CH
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:
BY
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JOB NO.: 16-14
C-09
C-
0
9
.
D
W
G
DD
D
AS
S
H
O
W
N
DD
D
ST
O
N
E
W
A
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V
A
100'
CG
-
6
WEST ENTRANCE
(CG-11)
EX. E.P.
707.98
R60'
HATCHED AREA DEPICTS AREA
OF ADJOINING TRAVEL LANE
MILLING AND OVERLAY
1310' TO INTX. W/
WELLTOWN RD. (RTE. 661)2270' TO INTX. W/
MCGHEE RD. (RTE. 861)
125' TO INTX. W/
MOPAR ENTRANCE
685' TO INTX. W/
MELNOR ENTRANCE
STOP SIGN
E.P.
WEST ENTRANCE PROFILE WEST ENTRANCE SIGHT DISTANCE PROFILE
DE
S
C
R
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02
-
1
7
-
2
0
1
7
STD. UD-4 UNDERDRAIN
STD. EW-12 (SLOPE @ 2% MIN.)
100'
E.P.
709.35
T/C =
708.45
T/C =
707.54
T/C =
707.25
T/C =
709.17
C
G
-
6
E
.
P
.
14'
14'
R60'
890' TO INTX. W/
EAST ENTRANCE
EX. E.P.
EX. E.P.
EX. E.P.
T/C =
705.69
E.
P
.
709.08 708.36
708.56
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
EYE (HT. = 3.5')
(14.5' FROM E.P.)
TYSON DRIVE (RTE. 863)
80' R/W
SPEED LIMIT = 35 MPH
ADT = 710 (2015 COUNTS)
LOCAL ROAD CLASSIFICATION
39.2'
FREDERICK COUNTY
SP #09-17
07-07-2017
1
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V
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A
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C
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C
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M
M
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T
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04
-
1
8
-
2
0
1
7
DD
D
2
RE
V
I
S
E
D
W
A
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E
R
L
I
N
E
C
O
N
N
E
C
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I
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N
L
O
C
A
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I
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N
06
-
1
3
-
2
0
1
7
DD
D
3
RE
V
I
S
E
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P
E
R
F
C
S
A
C
O
M
M
E
N
T
S
07
-
0
7
-
2
0
1
7
DD
D
O
/
H
E
SS SS SS SS SS SS SS SS SS SS SS
FM FM FM FM FM FM FM FM FM FM FM
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
SS
SS
SS
SS
SS
SS
SS
SS
SS
70
3
70
2
705
704
705
705
705
707
70
5
70
4
7
0
3
704
69
7
-3+9
0
-3+0
0
-2+0
0
-1+0
0
0+00
1+
0
0
2+
0
0
3+
0
0
3+
9
0
10
+
0
0
11
+
0
0
695
700
705
710
695
700
705
710
10+00 11+00 11+50
ST
A
.
1
0
+
0
0
.
0
0
C/
L
E
X
.
T
Y
S
O
N
R
O
A
D
EL
E
V
.
=
7
0
4
.
1
5
ST
A
.
1
0
+
1
2
.
0
0
EX
.
E
.
P
.
EL
E
V
.
=
7
0
3
.
9
1
ST
A
.
1
1
+
0
0
.
0
0
EL
E
V
.
=
7
0
2
.
8
9
ST
A
.
1
0
+
2
6
.
0
0
EL
E
V
.
=
7
0
3
.
6
3
-2.00%
-1.00%
PROPOSED GRADE
690
695
700
705
710
715
720
690
695
700
705
710
715
720
-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
EYE (HT. = 3.5')
(14.5' FROM E.P.)MIN. SIGHT DISTANC
E
=
3
9
0
'
(
3
5
M
P
H
)
(ACTUAL = 2230')
MIN. SIGHT DISTANCE = 390' (35 MPH)
(ACTUAL = 490' TO WELLTOWN RD.)
PROPOSED GRADE
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
EYE (HT. = 3.5')
(14.5' FROM E.P.)MIN. SIGHT DISTANC
E
=
3
9
0
'
(
3
5
M
P
H
)
(ACTUAL = 2230')
MIN. SIGHT DISTANCE = 390' (35 MPH)
(ACTUAL = 490' TO WELLTOWN RD.)
PROPOSED GRADE
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
30
CA
D
D
F
I
L
E
:
DA
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:
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#
SC
A
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:
DA
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SHEET NUMBER:
DR
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JOB NO.: 16-14
C-10
C-
1
0
.
D
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DD
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A
100'
CG-6
EX. TWIN 30" RCP
STORM CULVERTS
EAST ENTRANCE
(CG-11)
E
X
.
E
.
P
.
702.95
R60'
HATCHED AREA DEPICTS AREA
OF ADJOINING TRAVEL LANE
MILLING AND OVERLAY
420'
T
O
I
N
T
X
.
W
/
WE
L
L
T
O
W
N
R
D
.
(
R
T
E
.
6
6
1
)
316
0
'
T
O
I
N
T
X
.
W
/
MC
G
H
E
E
R
D
.
(
R
T
E
.
8
6
1
)
200'
T
O
I
N
T
X
.
W
/
EA
S
T
M
O
P
A
R
E
N
T
R
A
N
C
E
890'
T
O
I
N
T
X
.
W
/
WE
S
T
E
N
T
R
A
N
C
E
STOP SIGN
E.
P
.
EAST ENTRANCE PROFILE EAST ENTRANCE SIGHT DISTANCE PROFILE
DE
S
C
R
I
P
T
I
O
N
02
-
1
7
-
2
0
1
7
STD. UD-4 UNDERDRAIN
STD. EW-12 (SLOPE @ 2% MIN.)
100'
E.
P
.
EX. E.P.
704.77
702.44
702.92
T/C =
703.56
T/C =
702.98
T/C =
703.62
T/C =
704.36
C
G
-
6
E.P
.
E.P
.
14'
14'
R60'
703.47
703.91
704.27
OBJECT (HT. = 3.5')
OBJECT (HT. = 3.5')
EYE (HT. = 3.5')
(14.5' FROM E.P.)
TYSON DRIVE (RTE. 863)
80' R/W
SPEED LIMIT = 35 MPH
ADT = 710 (2015 COUNTS)
LOCAL ROAD CLASSIFICATION
36'
FREDERICK COUNTY
SP #09-17
07-07-2017
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
04
-
1
8
-
2
0
1
7
DD
D
2
RE
V
I
S
E
D
W
A
T
E
R
L
I
N
E
C
O
N
N
E
C
T
I
O
N
L
O
C
A
T
I
O
N
06
-
1
3
-
2
0
1
7
DD
D
3
RE
V
I
S
E
D
P
E
R
F
C
S
A
C
O
M
M
E
N
T
S
07
-
0
7
-
2
0
1
7
DD
D
70
3
70
2
70
4
712
705
705
704704
7
0
5
706
707
708
709
707
707
705
708 705
705
705
707
704
705
702
703
704
705
70
5
70
4
7
0
3
704
710
715
705
710
710
705
700
700
712
706
710
710
705
700
698
6
9
9
7
0
0
7
0
1
70
2
70
3
703
702
701
697
69
7
ROOF DRAIN
AREA = 0.44 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.54 CFS
ROOF DRAIN
AREA = 0.44 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.54 CFS
ROOF DRAIN
AREA = 0.44 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.54 CFS
ROOF DRAIN
AREA = 0.44 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.54 CFS
ROOF DRAIN
AREA = 0.44 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.54 CFS
ROOF DRAIN
AREA = 0.44 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.54 CFS
ROOF DRAIN
AREA = 0.44 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.54 CFS
ROOF DRAIN
AREA = 0.50 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.89 CFS
ROOF DRAIN
AREA = 0.50 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.89 CFS
ROOF DRAIN
AREA = 0.50 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.89 CFS
ROOF DRAIN
AREA = 0.50 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.89 CFS
ROOF DRAIN
AREA = 0.50 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.89 CFS
ROOF DRAIN
AREA = 0.50 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.89 CFS
ROOF DRAIN
AREA = 0.50 AC.
Tc = 5 MIN.
C = 0.90
Q10 = 2.89 CFS
DA TO STR #19
AREA = 0.81 AC.
Tc = 5 MIN.
C = 0.68
Q10 = 3.54 CFS
DA TO STR #20
AREA = 1.06 AC.
Tc = 5 MIN.
C = 0.67
Q10 = 4.56 CFS
DA TO STR #8
AREA = 0.98 AC.
Tc = 5 MIN.
C = 0.48
Q10 = 3.02 CFS
OFFSITE DA TO CHANNEL
AREA = 12.57 AC.
Tc = 10 MIN.
C = 0.84
Q10 = 74.08 CFS
DA TO BERM CULVERT
AREA = 6.61 AC.
Tc = 32 MIN.
C = 0.40 (RES. > 0.5 AC.)
Q10 = 7.24 CFS
DA TO EX. INLET
AREA = 2.23 AC.
Tc = 10 MIN.
C = 0.44
Q10 = 4.92 CFS
DA TO BERM CULVERT #2
AREA = 4.65 AC.
Tc = 31 MIN.
C = 0.40 (RES. > 0.5 AC.)
Q10 = 5.19 CFS
ONSITE DA TO CHANNEL
AREA = 4.78 AC.
Tc = 10 MIN.
C = 0.68
Q10 = 16.29 CFS
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
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
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
P
L
A
N
JOB NO.: 16-14
C-11
C-
1
1
.
D
W
G
DD
D
1"
=
5
0
'
DD
D
ST
O
N
E
W
A
L
L
I
I
I
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
TYSON DRIVE (RTE. 863)
(80' R/W)
WE
L
L
T
O
W
N
R
O
A
D
(
R
T
E
.
6
6
1
)
(R
/
W
V
A
R
I
E
S
)
DE
S
C
R
I
P
T
I
O
N
02
-
1
7
-
2
0
1
7
STORMWATER CONVEYANCE
CHANNEL (SECTION 'A')
STORMWATER CONVEYANCE
CHANNEL (SECTION 'B')
EXTENTS OF
RETENTION BASIN III
TOP = 696.50
BOTTOM = 693.50
(VOLUME = 80,545 CU. FT.)
FREDERICK COUNTY
SP #09-17
07-07-2017
1
RE
V
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P
E
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F
R
E
D
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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
04
-
1
8
-
2
0
1
7
DD
D
2' WIDE GRAVEL DIAPHRAGM
ALONG LENGTH OF TRUCK
COURT FOR STORMWATER
PRE-TREATMENT
2
RE
V
I
S
E
D
W
A
T
E
R
L
I
N
E
C
O
N
N
E
C
T
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N
L
O
C
A
T
I
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N
06
-
1
3
-
2
0
1
7
DD
D
3
RE
V
I
S
E
D
P
E
R
F
C
S
A
C
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M
M
E
N
T
S
07
-
0
7
-
2
0
1
7
DD
D
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
7
0
4
70
5
7
0
4
705
7
0
6
7
0
7
7
0
8
7
0
9
70
7
70
7
70
5
70
8
70
4
70
5
7
0
1
7
0
2
7
0
3
70
3
70
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
10+34 11+00 12+00 13+00 14+00 15+00 16+00 16
+
3
8
685
690
695
700
705
710
715
720
685
690
695
700
705
710
715
720
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
ST
A
.
1
0
+
3
3
.
7
3
12
"
W
E
T
T
A
P
(
B
Y
F
C
S
A
)
1-
1
2
"
G
.
V
.
O
N
N
E
W
L
I
N
E
ST
A
.
1
2
+
0
2
.
7
3
1-
1
2
"
x
1
2
"
x
6
"
T
E
E
F/
H
A
S
S
E
M
B
L
Y
(
5
'
L
T
.
)
ST
A
.
1
6
+
0
5
.
2
0
1-
1
2
"
x
1
2
"
x
6
"
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H
A
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S
E
M
B
L
Y
(
5
'
L
T
.
)
ST
A
.
1
6
+
1
5
.
2
0
2"
D
O
M
E
S
T
I
C
C
O
N
N
.
ST
A
.
1
6
+
2
1
.
6
6
%
(
1
'
ST
A
.
1
6
+
2
6
.
6
6
%
(
1
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ST
A
.
1
6
+
3
8
.
1
3
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.
C
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.
ST
A
.
1
6
+
3
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.
1
3
1-
1
2
"
G
.
V
.
(
E
N
D
F
C
S
A
)
PROPOSED
GRADE
12" DIP CL52 W/L
48" MIN. COVER
ST
A
.
1
0
+
3
9
.
0
0
BE
G
I
N
2
4
"
S
T
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ST
A
.
1
1
+
2
4
.
0
0
EN
D
2
4
"
S
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E
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ST
A
.
1
1
+
2
9
.
6
4
4"
S
A
N
.
F
.
M
.
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-
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EX
.
I
N
V
.
=
7
0
2
.
0
0
(
+
/
-
)
NE
W
I
N
V
.
=
6
9
8
.
7
0
ST
A
.
1
1
+
3
9
.
6
6
8"
S
A
N
.
X
-
I
N
G
IN
V
.
=
6
9
8
.
3
1
ST
A
.
1
1
+
5
4
.
3
5
(
+
/
-
)
GA
S
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-
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G
ST
A
.
1
1
+
4
9
.
5
0
9
(
5
7
%
(
1
'
ST
A
.
1
1
+
4
4
.
5
0
9
(
5
7
%
(
1
'
18" MIN. SEPARATION
EX. 4" F.M. (+/-)
RELOCATED 4" F.M.
(SEE NOTE, THIS
SHEET)NOTE:
PENDING THE RESULTS OF
REQUIRED TEST PITS (SEE NOTE #2,
SHEET C-05), CONTRACTOR TO
LOWER 20' SECTION OF EX. FORCE
MAIN TO PROVIDE A MINIMUM
VERTICAL SEPARATION OF 18" TO
PROPOSED WATERLINE.
RELOCATED FORCE MAIN TO BE 4"
CEMENT-LINED DIP CL 52 PIPE,
WITH PIPE SECTION CENTERED AT
&5266,1*3529,'(
VERTICAL BENDS W/ COUPLER TO
PVC ON EACH END.
W
W
W
W
7
0
5
7
0
4
70
5
70
5
70
5
70
7
7
0
5
7
0
4
10+0
0
11+0011+02
685
690
695
700
705
710
715
720
685
690
695
700
705
710
715
720
10+00 11+00 11+50
ST
A
.
1
0
+
5
0
.
0
0
SA
N
.
C
.
O
.
TO
P
=
7
0
4
.
1
5
ST
A
.
1
0
+
0
0
.
0
0
EX
.
M
/
H
TO
P
=
7
0
5
.
8
8
IN
V
.
I
N
=
6
9
5
.
7
5
(
6
"
-
N
E
W
)
IN
V
.
I
N
=
6
9
5
.
5
8
(
8
"
-
E
X
.
)
IN
V
.
O
U
T
=
6
9
5
.
4
8
(
8
"
-
E
X
.
)
ST
A
.
1
1
+
0
2
.
0
0
SA
N
.
C
.
O
.
TO
P
=
7
0
5
.
9
0
PROPOSED
GRADE
ST
A
.
1
0
+
9
0
.
7
4
24
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
9
8
.
9
8
102.00 LF - 6" PVC SDR 35/26
SAN. SEW. @ 1.00% (PRIVATE)
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
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
(
F
C
S
A
)
A
N
D
S
A
N
I
T
A
R
Y
SE
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
JOB NO.: 16-14
C-12
C-
1
2
.
D
W
G
DD
D
AS
S
H
O
W
N
DD
D
ST
O
N
E
W
A
L
L
I
I
I
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
DE
S
C
R
I
P
T
I
O
N
02
-
1
7
-
2
0
1
7
FREDERICK COUNTY
SP #09-17
07-07-2017
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
04
-
1
8
-
2
0
1
7
DD
D
2
RE
V
I
S
E
D
W
A
T
E
R
L
I
N
E
C
O
N
N
E
C
T
I
O
N
L
O
C
A
T
I
O
N
06
-
1
3
-
2
0
1
7
DD
D
3
RE
V
I
S
E
D
P
E
R
F
C
S
A
C
O
M
M
E
N
T
S
07
-
0
7
-
2
0
1
7
DD
D
U
G
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
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
WW
W
W
W
W
W
W
W
70
3
70
2
70
4
705
705
7
0
5
706
704
705
702
703
704
705
70
5
70
4
7
0
3
7
0
0
7
0
1
70
2
70
3
703
702
701
69
7
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
10
+
0
0
11+00 12+00 13+00 14+00 15+00 16+00 17+00
18
+
0
0
19
+
0
0
20
+
0
0
21
+
0
0
22
+
0
0
22+80
0+00
1+
0
0
685
690
695
700
705
710
715
720
685
690
695
700
705
710
715
720
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
ST
A
.
1
0
+
0
0
.
0
0
BL
D
G
.
C
O
N
N
.
ST
A
.
1
0
+
5
5
.
8
6
%
(
1
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ST
A
.
1
0
+
7
5
.
8
6
%
(
1
'
ST
A
.
1
1
+
3
3
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7
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0
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x
1
0
"
x
6
"
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E
E
F/
H
A
S
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M
B
L
Y
(
5
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L
T
.
)
ST
A
.
1
2
+
4
5
.
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7
1-
1
0
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8
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.
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7
0
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)
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A
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1
3
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5
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1
0
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1-
8
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.
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.
SP
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7
0
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.
)
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A
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5
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5
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7
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8
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.
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SP
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7
0
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)
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A
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5
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7
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0
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8
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.
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.
SP
R
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10
"
x
8
"
R
E
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C
E
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ST
A
.
1
7
+
2
2
.
1
3
1-
8
"
x
8
"
x
6
"
T
E
E
F/
H
A
S
S
E
M
B
L
Y
(
5
'
L
T
.
)
ST
A
.
1
7
+
3
2
.
5
8
%
(
1
'
ST
A
.
1
7
+
8
0
.
8
6
%
(
1
'
ST
A
.
2
2
+
4
9
.
6
5
%
(
1
'
ST
A
.
2
2
+
5
9
.
6
5
%
(
1
'
ST
A
.
2
2
+
7
9
.
6
5
F/
H
A
S
S
E
M
B
L
Y
ST
A
.
1
8
+
0
1
.
7
2
30
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
9
7
.
1
5
ST
A
.
2
2
+
3
5
.
1
7
30
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
6
9
7
.
7
0
PROPOSED
GRADE
PROPOSED
GRADE
18" MIN. SEPARATION
18" MIN. SEPARATION
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
CA
D
D
F
I
L
E
:
DA
T
E
:
RE
V
.
#
SC
A
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E
:
DA
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SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
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D
B
Y
:
BY
WA
T
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(
P
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)
P
L
A
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&
P
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F
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L
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JOB NO.: 16-14
C-13
C-
1
3
.
D
W
G
DD
D
AS
S
H
O
W
N
DD
D
ST
O
N
E
W
A
L
L
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FR
E
D
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R
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C
K
C
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U
N
T
Y
,
V
A
DE
S
C
R
I
P
T
I
O
N
02
-
1
7
-
2
0
1
7
FREDERICK COUNTY
SP #09-17
07-07-2017
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
04
-
1
8
-
2
0
1
7
DD
D
2
RE
V
I
S
E
D
W
A
T
E
R
L
I
N
E
C
O
N
N
E
C
T
I
O
N
L
O
C
A
T
I
O
N
06
-
1
3
-
2
0
1
7
DD
D
3
RE
V
I
S
E
D
P
E
R
F
C
S
A
C
O
M
M
E
N
T
S
07
-
0
7
-
2
0
1
7
DD
D
680
685
690
695
700
705
710
715
720
680
685
690
695
700
705
710
715
720
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
680
685
690
695
700
705
710
715
720
680
685
690
695
700
705
710
715
720
10+00 11+00
680
685
690
695
700
705
710
715
720
680
685
690
695
700
705
710
715
720
10+00 11+00
ST
A
.
1
0
+
0
0
.
0
0
ES
-
2
IN
V
.
=
6
9
7
.
0
0
(
3
0
"
)
ST
A
.
1
0
+
8
0
.
0
0
ST
R
#
8
ST
D
.
D
I
-
7
(
5
'
D
I
A
.
)
TO
P
=
7
0
2
.
0
0
IN
V
.
I
N
=
6
9
7
.
5
0
(
3
0
"
)
IN
V
.
O
U
T
=
6
9
7
.
4
0
(
3
0
"
)
ST
A
.
1
1
+
3
6
.
1
8
ST
R
#
9
ST
D
.
M
H
-
1
(
5
'
D
I
A
.
)
TO
P
=
7
0
5
.
2
5
IN
V
.
I
N
=
6
9
7
.
8
8
(
3
0
"
)
IN
V
.
O
U
T
=
6
9
7
.
7
8
(
3
0
"
)
ST
A
.
1
1
+
8
6
.
1
8
ST
R
#
1
0
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
6
9
8
.
1
3
(
3
0
"
)
ST
A
.
1
2
+
8
6
.
1
8
ST
R
#
1
1
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
6
9
8
.
6
3
(
3
0
"
)
ST
A
.
1
3
+
1
4
.
1
8
ST
R
#
1
2
ST
D
.
M
H
-
1
(
5
'
D
I
A
.
)
TO
P
=
7
0
5
.
2
0
IN
V
.
I
N
=
6
9
8
.
8
7
(
1
5
"
)
IN
V
.
I
N
=
6
9
8
.
8
7
(
2
4
"
)
IN
V
.
O
U
T
=
6
9
8
.
7
7
(
3
0
"
)
ST
A
.
1
3
+
8
6
.
1
8
ST
R
#
1
3
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
6
9
9
.
2
3
(
2
4
"
)
ST
A
.
1
4
+
8
6
.
1
8
ST
R
#
1
4
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
6
9
9
.
7
3
(
2
4
"
)
ST
A
.
1
5
+
8
6
.
1
8
ST
R
#
1
5
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
7
0
0
.
2
3
(
2
4
"
)
ST
A
.
1
6
+
4
4
.
1
8
ST
R
#
1
6
ST
D
.
M
H
-
1
(
4
'
D
I
A
.
)
TO
P
=
7
0
5
.
2
0
IN
V
.
I
N
=
7
0
0
.
6
2
(
1
5
"
)
IN
V
.
I
N
=
7
0
0
.
6
2
(
1
8
"
)
IN
V
.
O
U
T
=
7
0
0
.
5
2
(
2
4
"
)
ST
A
.
1
6
+
8
6
.
1
8
ST
R
#
1
7
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
7
0
0
.
8
3
(
1
8
"
)
ST
A
.
1
7
+
8
6
.
1
8
ST
R
#
1
8
ST
D
.
M
H
-
1
(
4
'
D
I
A
.
)
TO
P
=
7
0
5
.
2
0
IN
V
.
I
N
=
7
0
1
.
4
3
(
1
2
"
)
IN
V
.
O
U
T
=
7
0
1
.
3
3
(
1
8
"
)
ST
A
.
1
0
+
0
0
.
0
0
ST
R
#
1
2
ST
D
.
M
H
-
1
(
5
'
D
I
A
.
)
TO
P
=
7
0
5
.
2
0
IN
V
.
I
N
=
6
9
8
.
8
7
(
1
5
"
)
IN
V
.
I
N
=
6
9
8
.
8
7
(
2
4
"
)
IN
V
.
O
U
T
=
6
9
8
.
7
7
(
3
0
"
)
ST
A
.
1
0
+
6
0
.
0
0
ST
R
#
1
9
ST
D
.
D
I
-
7
(
4
'
D
I
A
.
)
TO
P
=
7
0
3
.
5
0
IN
V
.
=
6
9
9
.
1
7
(
1
5
"
)
ST
A
.
1
0
+
0
0
.
0
0
ST
R
#
1
6
ST
D
.
M
H
-
1
(
4
'
D
I
A
.
)
TO
P
=
7
0
5
.
2
0
IN
V
.
I
N
=
7
0
0
.
6
2
(
1
5
"
)
IN
V
.
I
N
=
7
0
0
.
6
2
(
1
8
"
)
IN
V
.
O
U
T
=
7
0
0
.
5
2
(
2
4
"
)
ST
A
.
1
0
+
6
0
.
0
0
ST
R
#
2
0
ST
D
.
D
I
-
7
(
4
'
D
I
A
.
)
TO
P
=
7
0
3
.
5
0
IN
V
.
=
7
0
0
.
9
2
(
1
5
"
)
80.00 LF - 30" HDPE
@ 0.50%
56.18 LF - 30" HDPE
@ 0.50%
50.00 LF - 30" HDPE
@ 0.50%
100.00 LF - 30" HDPE
@ 0.50%
28.00 LF - 30" HDPE
@ 0.50%
72.00 LF - 24" HDPE
@ 0.50%
100.00 LF - 24" HDPE
@ 0.50%
100.00 LF - 24" HDPE
@ 0.50%
58.00 LF - 24" HDPE
@ 0.50%
42.00 LF - 18" HDPE
@ 0.50%
100.00 LF - 18" HDPE
@ 0.50%
60.00 LF - 15" HDPE
@ 0.50%
60.00 LF - 15" HDPE
@ 0.50%
PROPOSED
GRADE
PROPOSED
GRADE PROPOSED
GRADE
HGL
HGL
HGL
ST
A
.
1
3
+
3
5
.
9
9
6"
S
A
N
.
X
-
I
N
G
IN
V
.
=
6
9
6
.
6
6
ST
A
.
1
1
+
1
9
.
8
1
8"
W
/
L
X
-
I
N
G
18" MIN.
680
685
690
695
700
705
710
715
720
680
685
690
695
700
705
710
715
720
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
PROPOSED
GRADE
HGL
ST
A
.
1
0
+
0
0
.
0
0
ES
-
1
IN
V
.
=
6
9
7
.
0
0
(
3
0
"
)
ST
A
.
1
1
+
2
5
.
0
0
ST
R
#
1
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
6
9
7
.
3
1
(
3
0
"
)
ST
A
.
1
2
+
2
5
.
0
0
ST
R
#
2
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
6
9
7
.
5
6
(
3
0
"
)
ST
A
.
1
3
+
2
5
.
0
0
ST
R
#
3
ST
D
.
M
H
-
1
TO
P
=
7
0
1
.
8
5
IN
V
.
I
N
=
6
9
7
.
9
1
(
1
2
"
)
IN
V
.
I
N
=
6
9
7
.
9
1
(
2
4
"
)
IN
V
.
O
U
T
=
6
9
7
.
8
1
(
3
0
"
)
ST
A
.
1
4
+
2
5
.
0
0
ST
R
#
4
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
6
9
8
.
1
6
(
2
4
"
)
ST
A
.
1
5
+
2
5
.
0
0
ST
R
#
5
ST
D
.
M
H
-
1
TO
P
=
7
0
1
.
8
5
IN
V
.
I
N
=
6
9
8
.
5
1
(
1
2
"
)
IN
V
.
I
N
=
6
9
8
.
5
1
(
1
8
"
)
IN
V
.
O
U
T
=
6
9
8
.
4
1
(
2
4
"
)
ST
A
.
1
6
+
2
5
.
0
0
ST
R
#
6
TE
E
C
O
N
N
.
T
O
R
D
IN
V
.
=
6
9
8
.
7
6
(
1
8
"
)
ST
A
.
1
6
+
7
0
.
0
0
ST
R
#
7
ST
D
.
M
H
-
1
TO
P
=
7
0
1
.
8
5
IN
V
.
I
N
=
6
9
8
.
9
7
(
1
2
"
)
IN
V
.
O
U
T
=
6
9
8
.
8
7
(
1
8
"
)
125.00 LF - 30" HDPE
@ 0.25%
100.00 LF - 30" HDPE
@ 0.25%
100.00 LF - 30" HDPE
@ 0.25%100.00 LF - 24" HDPE
@ 0.25%
100.00 LF - 24" HDPE
@ 0.25%
100.00 LF - 18" HDPE
@ 0.25%45.00 LF - 18" HDPE
@ 0.25%
ST
A
.
1
0
+
6
0
.
0
0
8"
W
/
L
X
-
I
N
G
ST
A
.
1
1
+
8
1
.
2
5
8"
W
/
L
X
-
I
N
G
ST
A
.
1
2
+
8
1
.
2
5
8"
W
/
L
X
-
I
N
G
ST
A
.
1
4
+
8
1
.
2
5
8"
W
/
L
X
-
I
N
G
ST
A
.
1
5
+
8
1
.
2
5
8"
W
/
L
X
-
I
N
G
18" MIN.18" MIN.18" MIN.
18" MIN.18" MIN.
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
JOB NO.: 16-14
C-14
C-
1
4
.
D
W
G
DD
D
AS
S
H
O
W
N
DD
D
ST
O
N
E
W
A
L
L
I
I
I
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
A
DE
S
C
R
I
P
T
I
O
N
02
-
1
7
-
2
0
1
7
FREDERICK COUNTY
SP #09-17
07-07-2017
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
04
-
1
8
-
2
0
1
7
DD
D
2
RE
V
I
S
E
D
W
A
T
E
R
L
I
N
E
C
O
N
N
E
C
T
I
O
N
L
O
C
A
T
I
O
N
06
-
1
3
-
2
0
1
7
DD
D
3
RE
V
I
S
E
D
P
E
R
F
C
S
A
C
O
M
M
E
N
T
S
07
-
0
7
-
2
0
1
7
DD
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 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
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.
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C-16
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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.
4:
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15.0%
BOTTOM = 692.50
NORMAL POOL = 696.50
10 FT
5 FT ZONE 2 5 FT ZONE 1
TOP = 701.50
4:
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BENCH TOE = 695.00
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.
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Q2 = 57.54 CFS
Q10 = 78.95 CFS
2-YR VEL. = 4.69 FT/S
10-YR. DEPTH = 1.96'
LINING = GRASS
Q2 = 69.43 CFS
Q10 = 95.24 CFS
2-YR VEL. = 2.63 FT/S
10-YR. DEPTH = 2.61'
LINING = GRASS
TOP = 700.20
BOTTOM = 696.45
EX. 36"W x 24"H ORIFICE
(PLUG ORIFICE W/ BLOCK &
MORTAR TO CREATE AN
EFFECTIVE 8"W x 24"H OPENING)
EX. 30" OUTLET
(TYP. OF 3)
EX. 14'W x 4'D CONCRETE
PRINCIPAL SPILLWAY W/ OPEN TOP
(EMERGENCY SPILLWAY AT 701.0)699.52
700.34
701.0910 yr.
1 yr.
2 yr.
701.69100 yr.
ELEVATIONS:
ASSUMES 100%
BUILDOUT OF
PARCEL 43-A-63F
ASSUMES 100%
BUILDOUT OF
PARCEL 43-A-63F
FREDERICK COUNTY
SP #09-17
07-07-2017
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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.
3.GABION BASKETS ADJACENT TO STORMWATER MANAGEMENT OUTLET STRUCTURE TO
BE WRAPPED WITH A NON-WOVEN GEOTEXTILE FABRIC TO PREVENT MIGRATION OF
SEDIMENT DURING CONSTRUCTION ACTIVITIES. ONCE DISTURBED AREAS ARE
STABILIZED, THE FABRINC MAY BE CUT AND REMOVED. ONCE FABRIC IS REMOVED, THE
ADDITIONAL RIP-RAP MAY BE PLACED ALONG THE EXTERIOR OF THE GABION BASKETS
TO MINIMIZE POTENTIAL OF EROSION.
BOTTOM OF
BASIN/FOREBAY
PLACE
ADDITIONAL
RIP-RAP
PAVEMENT &
SUBGRADE SECTION
CLEAN WASHED
GRAVEL
3" DROP
NON-WOVEN
GEOTEXTILE FABRIC
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SP #09-17
07-07-2017
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C-18
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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
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DUMPSTER PAD DETAIL
FIRE LANE SIGN DETAILS
FREDERICK COUNTY
SP #09-17
07-07-2017
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C-19
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FREDERICK COUNTY
SP #09-17
07-07-2017
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C-20
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FREDERICK COUNTY
SP #09-17
07-07-2017
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JOB NO.: 16-14
C-21
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Transportation Management Plan
1.Temporary Traffic Control Plan
a.General Notes
1.7KLVSURMHFWLVFODVVLILHGDVD7037\SH³$´SURMHFW7UDIILFRQWKHSURMHFWLV
commercial with employee vehicles and commercial trucks (assume 30% for total
build-out). The traffic volume for the mainline is 710 vehicles per day with a posted
speed limit of 35 mph.
2.The project is located on Tyson Drive (Rte. 863) in Frederick County, approximately
0.10 miles west of the intersection of Tyson Drive and Welltown Road (Rte. 661).
3.The work consists of installing two new commercial entrances with acceleration and
deceleration tapers. The existing road is a two lane section with approximate 12'
lanes.
4.The work zone will be approximately 400 feet in length for each entrance.
5. The work zone will consist of shoulder closures and temporary lane closures on
sections of the westbound thru lane following the Virginia Work Area Protection
Manual (VWAPM) and the MUTCD.
6.The work zone will be in operation Monday through Friday, during day light hours
with lane closure only being allowed between 9:00am to 3:00pm. Lane closures will
not be allowed from noon the work day before a holiday to noon the work day after
the holiday as specified in the Road and Bridge Specifications or as approved by the
engineer.
7.The contractor shall provide an intermediate level Work Zone Safety Coordinator to
develop the work zone and at least a basic level Work Zone Safety Coordinator to
monitor and maintain the work zone.
8.The shoulder closure will follow TTC-5.0 of the VWAPM. The lane closure will follow
TTC-23.0 of the VWAPM. Signing project limits will follow TTC-53.0 of the VWAPM.
9.The contractor shall submit a detailed traffic control plan to VDOT for review 14 days
prior to any construction on VDOT Right-of-Way.
10.The contractor shall maintain adequate access and sight distance to all properties.
Emergency Vehicles and Postal Vehicles shall have access to properties at all times.
11.All equipment and material storage shall be located outside of the clear zone. The
clear zone for this project is 15' beyond the edge of the existing pavement.
12.Entrances, Intersections, and Pedestrian Access: There are no intersections or
pedestrian accesses impacted by the site development.
b)Refer to this sheet of the Site Plan Document for typical sections, details, and
layout of the lane configurations within the work zone per the Virginia Work Area
Protection Manual and the Manual on Uniform Traffic Control Devices.
2.Public Communications Plan
a.The Contractor shall notify the VDOT Project Manager/Residency
Administrator of scheduled work plans and traffic delays a minimum of seven
(7) days prior implementation of the work. VDOT will provide project information
to the Staunton District Public Affairs in advance of the start of construction and
weekly updates by noon on Thursday for the following weeks work. Changes
in the work plans shall be made immediately known to VDOT.
b.The Contractor shall notify the VDOT Project Manager/Residency
Administrator of any unscheduled traffic delays immediately upon knowing the
change to the work schedule.
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FREDERICK COUNTY
SP #09-17
07-07-2017
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
50
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JOB NO.: 16-14
C-22
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1"
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TYSON DRIVE (RTE. 863)
(80' R/W)
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PROPOSED 287,000 SQ. FT. BUILDING
(410' x 700')
E.
P
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55'
65'
60'
700'
OFFICE (5000 SQ. FT.)
F.H. (PRIVATE)
W/ (2) BOLLARDS
41
0
'
F.H.
F.H. (PRIVATE)
W/ (2) BOLLARDS
F.H. W/ (2) BOLLARDS
(DEDICATED TO FDC)
FDC
F.H. (PRIVATE)
24'
E.
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24'
E
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E
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P
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8" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BLDG.)
CONNECT TO EX.
8" W/L SERVICE STUB
8" PVC C-900 RISER TO
SPRINKLER SYSTEM
(TRANSITION TO DIP CL52
5' OUTSIDE OF BLDG.)
8" x 6" REDUCER
OFFICE (5000 SQ. FT.)
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-18.
18'
24'
10" C-900 PVC FIRE
LINE (PRIVATE)
12" CL52 DIP W/L (FCSA)
8" C-900 PVC FIRE
LINE (PRIVATE)
10" x 8" REDUCER
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'D' MODIFIED)
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'A')FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FIRE LANE SIGN
(TYPE 'A')
FIRE LANE SIGN
(TYPE 'C')
FREDERICK COUNTY
SP #09-17
07-07-2017
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