HomeMy WebLinkAbout01-22 Design Plan rev 07-25-231COVER SHEET1" 1000
SENSENY VILLAGE SUBDIVISION - PHASE 1
SUBDIVISION PLAN
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
SDP #01-22
VICINITY MAP
SCALE: 1" 1000
OWNER
U.S. HOME, LLC
14280 PARK MEADOW DRIVE, SUITE 108
CHANTILLY, VA 20151
703-449-6546
DEVELOPER
LENNAR
14280 PARK MEADOW DRIVE, SUITE 108
CHANTILLY, VA 20151
703-449-6546 SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03-09-2021
INT
21-05
88
3924L
Plan Revisions
Rev. No Rev. Date Comment
01 6-14-2021 Frederick Water, VDOT, Public Works, and Planning comments
(2nd Submission)
02 7-8-2021 Frederick Water comments
03 7-22-2021 Box Culvert Change Per Structural Engineer
04 08-12-2021 Public Works (Geotechnical Comments) (Plan Approved)
05 9-22-2021 New Composite Revision
06 12-16-2021 Add Sediment Basin #3 (Field Change)
07 01-14-2022 3 Car Driveway Option
08 02-21-2022 Rev. to County and Frederick Water
09 06-14-2022 Removed proposed street light at Glennridge Dr.
10 09-15-2022 Updated Hopkins Way & Thornton Way Road Designs
11 10-04-2022 Temporary parking for model home
12 12-1-2022 Frederick Water Access
13 04-05-2023
14 06-01-2023
15 07-05-2023 Relocated sidewalk between Lots 27 & 28 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVWater/Sewer:Frederick Water
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Power:Rappahannock Electric Coop
137 Kelly Court
Front Royal, VA 22630
1-800-552-3904
UTILITY NOTICE REQUIRED
Contractors shall notify all public utility operators who maintain underground utility lines in the
area of proposed excavating or blasting at least two (2) working days, but not more than ten (10)
working days, prior to commencement of excavation or demolition. Names and telephone
numbers of the operators of underground utility lines appear below. These numbers shall also be
used to serve in an emergency condition.
CALL "MISS UTILITY"
VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS
PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY
OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE
UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS
RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE
AND REGULATIONS.
Verizon
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Communications:
APPROVALS
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY
DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR
TO CONSTRUCTION.
APPROVED BY THE ZONING AND SUBDIVISION ADMINISTRATOR DATE
Gas:Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
N/A
2GENERAL NOTES AND LEGENDRHY. NR.DDWH
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA03-09-2021
INT
21-05
88
3924L151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
LEGEND
PROPOSED SAN. LAT. CLEANOUT
PROPOSED CENTERLINE
EXISTING SPOT ELEVATION
STORM DRAIN STRUCTURE IDENTIFIER
SANITARY MANHOLE IDENTIFIER
PROPOSED SPOT ELEVATION
EXISTING CURB AND GUTTER
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
PROPOSED STORM SEWER WITH INLET
EXISTING STORM SEWER WITH INLET
PROPOSED TELEPHONE LINE
EXISTING TELEPHONE LINE
TRANSITION TO REVERSE CURB
PROPOSED CURB AND GUTTER
PROPOSED ELECTRIC SERVICE
EXISTING ELECTRIC SERVICE
PROPOSED SANITARY SEWER WITH MANHOLE
EXISTING SANITARY SEWER WITH MANHOLE
PROPOSED GAS LINE
EXISTING GAS LINE
FENCELINE
FLOW LINE
PROPOSED WATERLINE W/ TEE
PROPERTY LINE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
EXISTING UTILITY POLE/GUIDE WIRE
SIGNS
PROPOSED REDUCER
EXISTING FIRE HYDRANT/VALVE/METER
INDICATES THE NUMBER OF TYP. PARKING SPACES
PARKING INDICATOR
HANDICAP PARKING
PROPOSED BUILDING ENTRANCE
VEHICLES PER DAY COUNT
PROPOSED FIRE HYDRANT/VALVE/METER
LIGHT POLE
EXISTING TREE LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CENTERLINE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED CONTOUR
PROJECT INFORMATION
FIRE MARSHAL'S NOTE
GENERAL PLAN AND CONSTRUCTION NOTES VDOT GENERAL NOTES
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INST# 220001195 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22BOUNDARY AND EXISTING TOPORev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1 120'
3
03-09-2021
INT
21-05
88
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(Year)
Dated:GREENWAY ENGINEERING 01-05-05 / Updated 06-18-2020
2005GREENWAY ENGINEERING
VIRGINIA MAPPING INC.2005
SURVEY AND TOPOGRAPHIC INFORMATION
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2
7
LO
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2
8
LO
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2
9
LOT
3
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LOT 31
LOT 32LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119
LOT
39
LOT 118
LO
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1
1
7
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1
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L
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1
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1
1
5
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1
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4
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LOT 49
LOT 51
LOT 52
LOT 107
LOT 106 LOT 105 LOT 104 LOT 103
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 13962
6
3
6
4
6
6
6
7
6
8
6
9
7
0
7
1
7
2
7
3
7
4
7
5
7
6
7
7
7
8
7
9
8
0
8
1
8
2
8
3
8
4
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8
6
8
8
8
9
9
0
9
1
9
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R
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A
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A
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A
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A
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A
MENASHA C
T
.LEHIGH DR.R
O
S
S
U
M
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N
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LEHIGH DR.
HOP
KI
N
S
W
A
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LEHIGH DR.T
H
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50' R/W50' R/W
50' R/W
5
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R
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P
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A
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S
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E
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C41
C43
C45
C46
C51
C50
C49
C42
C53
C52
C33
C32
C31
C30
C29
C28
C27
C26
C25
C24
C23
C22
C21
C20
C19
C18
C17
C16
C15
C14
C13
C7
C6
C5
C4
C3
C2
C1
C40
C39
C38
C37
C36
C35
C34
C48 GLENRIDGE DR.C8
C9
C10
C11
C12
L1 L2
L3L
4
L5
L
6
L7 L8L9L10L
1
2
L13L14L15L16
L17
L
1
8L19L20
L
2
1
L
2
2
L23L24L25 L26L
2
7
L
2
8
L29L30
L31
L
3
2L33L34L35L
3
6
L37L38L39 L40
L
4
1
L
4
2
L43L44L45
L
4
6 L47L
4
8
L49
L50 L51L52
L53
L
5
4L55L56C44
C47
C54
1
5
2 L9APUMP STATION
PARCEL
T.M. 65A-7-7-8A
LINE BEARING DISTANCE
L1 S 7433'13" E 3.41'
L2 S 8027'11" E 47.92'
L3 S 2254'28" W 10.79'
L4 S 4136'22" E 61.34'
L5 S 8027'10" E 215.69'
L6 S 2510'30" E 176.91'
L7 N 6722'19" E 233.24'
L8 N 5531'29" E 40.41'
L9 S 0534'06" E 47.18'
L10 S 5531'29" W 45.25'
L11 S 6722'19" W 228.92'
L12 S 2510'30" E 32.50'
L13 S 0516'14" E 320.37'
L14 S 8443'46" W 50.00'
L15 N 0516'15" W 96.50'
L16 S 8443'46" W 56.52'
L17 N 7542'08" W 181.45'
L18 N 3755'32" W 311.33'
L19 N 0932'49" E 140.63'
L20 S 2212'06" W 394.50'
L21 S 2839'52" E 222.64'
L22 N 2839'52" W 222.64'
L23 S 2212'06" W 280.11'
L24 S 2033'07" E 14.43'
L25 N 8038'39" W 57.17'
L26 N 2212'06" E 774.20'
L27 N 4136'12" W 59.28'
L28 S 2510'30" E 306.51'
L29 S 0516'14" E 126.87'
L30 S 8443'46" W 56.60'
L31 N 7542'08" W 181.45'
L32 N 3755'32" W 311.33'
L33 N 0932'49" E 140.70'
L34 S 8027'10" E 112.80'
L35 S 2254'28" W 4.85'
L36 S 4136'22" E 104.59'
L37 N 2212'06" E 336.55'
L38 N 2212'06" E 437.66'
L39 S 8027'10" E 54.39'
L40 S 8027'10" E 161.30'
L41 S 2510'30" E 223.30'
L42 S 2510'30" E 83.21'
L43 S 0516'14" E 175.37'
L44 S 0516'14" E 133.49'
L45 S 6208'14" E 24.45'
L46 S 2839'52" E 290.00'
L47 S 0932'49" W 189.20'
L48 S 3755'32" E 311.33'
L49 S 7542'08" E 181.45'
L50 N 8443'46" E 105.10'
L51 S 5531'29" W 40.41'
L52 S 6722'19" W 279.63'
L53 S 6449'30" W 103.33'
L54 N 3810'54" W 399.80'
L55 N 5149'06" E 92.00'
L56 N 5149'06" E 92.00'
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVE
C1 175.00'197.05'186.80'S 0920'57" E 6430'50"110.45'3244'26"
C2 23.50'32.59'30.04'S 8120'01" E 7927'17"19.53'24348'43"
C3 300.00'212.62'208.20'N 7914'35" E 4036'29"111.00'1905'55"
C4 825.00'795.94'765.43'S 5248'50" E 5516'40"432.01'656'42"
C5 23.50'35.87'32.49'S 6854'06" E 8727'11"22.48'24348'43"
C6 575.00'118.89'118.68'N 6126'54" E 1150'50"59.66'957'52"
C7 383.33'13.14'13.14'N 5635'07" E 157'50"6.57'1456'48"
C8 195.00'67.32'66.99'N 6800'16" E 1946'51"34.00'2922'57"
C9 25.00'36.42'33.29'N 3609'27" E 8328'30"22.30'22910'59"
C10 425.00'49.25'49.22'S 0854'00" E 638'22"24.65'1328'53"
C11 25.00'40.98'36.54'N 5910'39" W 9354'56"26.77'22910'59"
C12 146.37'45.90'45.71'S 6451'08" W 1758'04"23.14'3908'36"
C13 625.00'129.23'129.00'S 6126'54" W 1150'50"64.85'910'02"
C14 23.50'37.96'33.96'S 2105'54" W 9232'49"24.57'24348'43"
C15 375.00'130.27'129.62'S 1513'22" E 1954'16"65.80'1516'44"
C16 23.50'36.91'33.23'N 5016'13" W 9000'06"23.50'24349'01"
C17 375.00'128.16'127.54'N 8529'34" W 1934'52"64.71'1516'44"
C18 525.00'346.15'339.91'N 5648'50" W 3746'36"179.63'1054'49"
C19 525.00'434.99'422.65'N 1411'22" W 4728'21"230.85'1054'49"
C20 23.50'36.30'32.80'N 3442'28" W 8830'32"22.90'24348'43"
C21 250.00'343.99'317.49'S 6137'11" W 7850'11"205.49'2255'06"
C22 23.50'32.74'30.16'S 1742'39" E 7949'29"19.66'24348'43"
C23 225.00'113.72'112.51'S 4308'38" E 2857'31"58.10'2527'53"
C24 23.50'22.25'21.43'S 5547'11" E 5414'38"12.04'24348'43"
C25 59.50'299.59'69.54'S 6120'08" W 28829'15"42.84'9617'44"
C26 23.50'22.25'21.43'N 0132'33" W 5414'38"12.04'24348'43"
C27 175.00'68.08'67.65'N 3948'34" W 2217'24"34.48'3244'26"
C28 23.50'43.82'37.74'S 7537'25" W 10650'38"31.67'24348'43"
C29 175.00'130.53'127.53'S 0049'59" W 4244'12"68.47'3244'26"
C30 225.00'153.76'150.78'N 0237'28" E 3909'16"80.02'2527'53"
C31 300.00'102.01'101.52'N 3156'35" E 1928'58"51.50'1905'55"
C32 23.50'34.16'31.23'N 0002'21" E 8317'26"20.90'24348'43"
C33 225.00'251.43'238.55'N 0917'26" W 6401'34"140.67'2527'53"
C34 775.00'747.70'719.04'S 5248'50" E 5516'40"405.83'723'35"
C35 325.00'112.90'112.34'S 1513'22" E 1954'16"57.03'1737'46"
C36 23.50'36.91'33.23'S 3943'46" W 9000'00"23.50'24348'43"
C37 325.00'111.00'110.46'N 8529'11" W 1934'06"56.04'1737'46"
C38 475.00'313.18'307.54'N 5648'50" W 3746'36"162.52'1203'44"
C39 475.00'393.56'382.40'N 1411'22" W 4728'21"208.87'1203'44"
C40 23.50'36.91'33.23'N 5432'49" E 9000'01"23.50'24348'43"
C41 200.00'225.20'213.49'S 0920'57" E 6430'50"126.22'2838'52"
C42 200.00'149.18'145.75'N 0049'59" E 4244'12"78.25'2838'52"
C43 275.00'136.42'135.03'N 3624'47" E 2825'23"69.64'2050'05"
C44 275.00'234.81'227.74'N 7505'09" E 4855'21"125.10'2050'05"
C45 800.00'771.82'742.24'S 5248'50" E 5516'40"418.92'709'43"
C46 350.00'121.59'120.98'S 1513'22" E 1954'16"61.41'1622'13"
C47 1000.00'11.51'11.51'S 0536'01" E 039'34"5.75'543'46"
C48 200.00'116.84'115.19'S 4524'03" E 3328'22"60.14'2838'52"
C49 500.00'414.27'402.53'S 1411'22" E 4728'21"219.86'1127'33"
C50 500.00'329.66'323.72'S 5648'50" E 3746'36"171.07'1127'33"
C51 350.00'119.54'118.96'S 8529'11" E 1934'06"60.36'1622'13"
C52 200.00'90.17'89.41'S 6826'28" W 2549'57"45.87'2838'52"
C53 600.00'124.06'123.84'S 6126'54" W 1150'50"62.25'932'57"
C54 200.00'268.76'248.99'N 7640'42" W 7659'36"159.07'2838'52"
RIGHT-OF-WAY CURVE DATA
RIGHT-OF-WAY LINE DATA
PUBLIC ROADS
CENTERLINE LINE DATA
PRIVATE ROADS
CENTERLINE LINE DATA PUBLIC ROADS CENTERLINE CURVE DATA
PRIVATE ROADS CENTERLINE CURVE DATA
LINE BEARING DISTANCE
L9A S 0558'35" E 1.40'151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22RIGHT-OF-WAYRHY. NR.DDWH
09 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA1"=80'
4
03-09-2021
INT
21-05
88
3924L
LEGEND
PUBLIC R/W
PRIVATE R/W
NOTE: ROAD RIGHT-OF-WAY TO BE MARKED PER VDOT STANDARD RM-2.
L
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8
LOT 47
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LOT 50 LOT 99LOT 98LOT 97LOT 96
LOT
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5
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21
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LOT 11
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LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138LOT 142LOT 143LO
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LOT 149LOT 151LOT 150LOT 140565758596061
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LOT 31
LOT 32LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119
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LOT 106 LOT 105 LOT 104 LOT 103
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 13962
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7
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50' NO DISTURBANCE
ESM'T PER PROFFER B3
10' NO DISTURBANCE
ESM'T PER PROFFER B3
50' NO
DISTURBANCE
ESM'T PER
PROFFER B3
10' NO DISTURBANCE
ESM'T PER PROFFER B3
10' NO DISTURBANCE
ESM'T PER PROFFER B3
28' FREDERICK
WATER ESM'T
10' NO DISTURBANCE
ESM'T PER PROFFER B3
28' FREDERICK
WATER ESM'T
2
0
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FREDER
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ESM
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FREDERICK
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SIGHT DISTANCE ESM'T
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FUTURE PHASE 2MENASHA C
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LEHIGH DR.T
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50' R/W50' R/W
50' R/W
5
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C41
C43
C45
C46
C51
C50
C49
C42
C53
C52
C33
C32
C31
C30
C29
C28
C27
C26
C25
C24
C23
C22
C21
C20
C19
C18
C17
C16
C15
C14
C13
C7
C6
C5
C4
C3
C2
C1
C40
C39
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C35
C34
C48 GLENRIDGE DR.C8
C9
C10
C11
C12
L1 L2
L3L
4
L5
L
6
L7 L8L9L10L
1
2
L13L14L15L16
L17
L
1
8L19L20
L
2
1
L
2
2
L23L24L25 L26L
2
7
L
2
8
L29L30
L31
L
3
2L33L34L35L
3
6
L37L38L39 L40
L
4
1
L
4
2
L43L44L45
L
4
6 L47L
4
8
L49
L50 L51L52
L53
L
5
4L55L56C44
C47
C54
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
ERWAYS280' SD280'
SD
2
8
0
'
SD280'
SD280' SD280' SD
280' SD
280' SD
280' SD
280' SD280' SD280' SD28
0
'
SD280' SD
1
5
2
25' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM DRAINAGE ESM'T
STORM DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
ST
O
R
M
D
R
A
I
N
A
G
E
E
S
M
'
T
STORM DRAINAGE ESM'T
STORM DRAINAGE ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICK
WATER ESM'T
FREDERICKWATER ESM
'T
FRE
D
E
R
I
C
K
WA
T
E
R
E
S
M
'
T
FREDERICKWATER ESM
'TFREDERICKWATER ESM'TL9APUMP STATION
PARCEL
T.M. 65A-7-7-8A
T.M. 65-A-49B 151 WLQG\ HLOO LDQHWLQFKHVWHU 9LUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SER9ING 9IRGINIA WEST 9IRGINIAOFFICES IN: WINCHESTER 9A MARTINSBURG W9SDP NUMBER: #01-22PRELIMINARY PLATRHY. NR.DDWH
09 07-05-2023SENSENY 9ILLAGE SUBDI9ISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY 9IRGINIA1"=110'
4A
03-09-2021
INT
21-05
88
3924L
LEGEND
PUBLIC R/W
PRIVATE R/W
NOTE:
1.ALL OPEN SPACE SHALL BE FINAL PLATTED AS A NO DISTURBANCE ESM'T
TO PROTECT THE INTEGRITY OF THE WATERWAYS AND THE UPLAND
SLOPE AREAS.
2.SEE SHEET 4 FOR LINE AND CUR9E TABLE
NO DISTURBANCE ESM'T
40 00
INV3600
INV
13 00
INV
95 50
INV
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
ATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUT
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
05 50
INVGRID MERIDIANVA NORTH =ONE NAD36266266206106005
6
59
0
60
0
61
0
6
1
0
61
0
612
614
60
0
61
0
6
1
2
6
1
2
6
1
0
6
0
6
6
0
6
600
590
62
0
62
6
64664
654
660
652
65
652
650
650
630626636366346326326
4
0630626.24626621
620
613.5
614
614.
5615615.56166
2
0
6
2
0
6
1
6226216206206206206
2
0
6
2
0
6
2
1621
6
3
0
6
4
064063
0
63
6630620636 630634
636636406506406306
3
0
6
2
0
6
3
0
630
6406426363634632634AREA TO SB #2
A=9.24 AC.
AREA TO
STR #110
A=0.93 AC.
AREA TO
STR #109
A=0.9 AC.
AREA TO
STR #10
A=0.16 AC.
AREA TO
STR #10
A=0.64 AC.STAGING
AREA
DESIGN HIGH :ATER
25YR STORM = 623.5'
CALCULATED USING POST DA
DRY STORAGE
:ET STORAGE
E;. CMP TO
BE REMOVED
RETAINING :ALL
AREA TO SB #1
A=35.3 AC.
TEMPORARY
CULVERT #1
INSTALL PROPOSED
STORM SE:ER TO
ALLO: CLEAN
:ATER TO BYPASS
AREA TO
STR #123
A=0. AC.
UPSTREAM AREA NOT TO
BE DISTURBED DURING
PHASE 1A UNTIL
SEDIMENT BASIN #3
CONSTRUCTED SEE
DETAILS ON SHEET 6C
E;. 35' RIPARIAN
BUFFER TYP
UTILI
T
Y
CRO
S
SI
N
G
E;. 35' RIPARIAN
BUFFER
E;. 35' RIPARIAN
BUFFER
PROP.
STORM DRAIN
EASEMENT
AREA TO
STR #122
A=0.99 AC.
UPSTREAM AREA NOT TO
BE DISTURBED DURING
PHASE 1A UNTIL FILL
SLOPE AND DIVERSION
CONSTRUCTED AND
STABILI=ED
TEMP. TOP
ELEV. = 629.00
TEMP. TOP
ELEV. = 621.9
E S CULVERT #1
DITCH TEMP
E S CULVERT #1A
DITCH TEMP
E S 1 DITCH 1
E S 1 DITCH 2
E S 1 DITCH 3
E S 1 DITCH 14
E S 1 DITCH 13
TEMP
E S 1 DITCH 12 TEMP
E S 1 DITCH 11 TEMP
E S 1 DITCH 10
TEMP
E S 1 DITCH 1B
TEMP 151 :LQG\ HLOO LDQH:LQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-415FD[: 540 22-952ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIAOFFICES IN: :INCHESTER VA MARTINSBURG :VSDP NUMBER: #01-22E S PHASE IRHY. NR.DDWH
06 12-16-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA1"=60'
5
03-09-2021
INT
21-05
3924L
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED
:ITH SOIL STABILI=ATION BLAN.ETS EC-2 .
2.REFER TO SHEET 50B FOR DITCH SECTIONS
3.REFER TO SHEET FOR OUTLET PROTECTION
COMPUTATIONS
4.REFER TO SHEET 6 FOR TEMPORARY CULVERT #1
COMPUTATIONS.
5.THE RUNOFF REDUCTION COMPLIANCE
FOREST/OPEN SPACE AREA IS NOT TO BE
DISTURBED DURING CONSTRUCTION AND
SHOULD BE FENCED OFF :HEN INSTALLING
INITIAL EROSION AND SEDIMENT CONTROL
MEASURES.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
DIVERSION
CULVERT INLET PROTECTION
ROC. CHEC. DAMS
SILT FENCE
LIMITS OF CLEARING GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. .EY SYMBOL DESCRIPTION
3.12
3.0
3.20
3.05
3.1
3.02
LCG
OP
DV
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.0
3.36 B/M SOIL STABILI=ATION
BLAN.ETS MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORM:ATER
CONVEYANCE CHANNEL3.1SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED MULCHED
AND TAC.ED :ITHIN 14 DAYS AFTER START OF GRADING OR
SODDED AND PEGGED :ITHIN 14 DAYS AFTER START
DIVERSION DI.E3.09 DD
SLOPE STABILITY ANALYSIS
SHALL BE RE4UIRED TO BE
PROVIDED BY CONTRACTOR
FOR ROAD FILL EMBAN.MENTS
GREATER THAN 10' PER VDOT
RE4UIREMENTS.MATCH LINE SHEET 6
62 50
INV
54 00
INV3:13:13:174 90
74 90
74 90
74 90
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
DRAINS T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
2:1
2:1 GRID MERIDIANVA NORTH =ONE NAD3560
570
576.5
570564.5565
572.5
571.5
571
570
50
590
600
570560576.5
6
1
0
612
614
6
1
0
6
0
6
6
0
6
600
590
50
5
0
5
7
0 50590600546006106106166206
2
0
62
6
AREA TO
STR #109
A=0.9 AC.
AREA TO
STR #10
A=0.16 AC.
AREA TO
STR #107
A=0.64 AC.
AREA TO
STR #106
A=0.33 AC.
AREA TO
STR #105
A=0.21 AC.
AREA TO
STR #105A
A=0.22 AC.
DESIGN HIGH :ATER
25YR STORM = 575.01'
DRY STORAGE
:ET STORAGE
AREA TO SB #1
A=35.3 AC.
MOVEABLE
MOVEABLE
AREA TO
STR #104
A=0.39 AC.
E S 1 DITCH 2
E S 1 DITCH 3
E S 1 DITCH 4
E S 1 DITCH 5
E S 1 DITCH 6
E S 1 DITCH 6A
E S 1 DITCH 7
E S 1 DITCH
E S 1 DITCH 9
E S 1 DITCH 14
0+00 0+50 1+00 1+50
TEMPORARY CULVERT #1INV OUT = 636.00H = 1 : 50V = 1 : 5105' -
1
5
"
ADS N
-
1
2
# 3.
PROP.
GRADE
E;. GRADE
INV OUT = 640.000+00.00 = 1+05.37 =V = 1 : 5151 :LQG\ HLOO LDQH:LQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-415FD[: 540 722-952ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIAOFFICES IN: :INCHESTER VA MARTINSBURG :VSDP NUMBER: #01-22E S PHASE IRHY. NR.DDWH
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA1"=60'
6
03-09-2021
INT
21-05
3924LMATCH LINE SHEET 5NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE
PROTECTED :ITH SOIL
STABILI=ATION BLAN.ETS EC-2 .
2.REFER TO SHEET 50B FOR DITCH
SECTIONS
3.REFER TO SHEET 7 FOR OUTLET
PROTECTION COMPUTATIONS
4.THE RUNOFF REDUCTION
COMPLIANCE FOREST/OPEN SPACE
AREA IS NOT TO BE DISTURBED
DURING CONSTRUCTION AND
SHOULD BE FENCED OFF :HEN
INSTALLING INITIAL EROSION AND
SEDIMENT CONTROL MEASURES.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
DIVERSION
CULVERT INLET PROTECTION
ROC. CHEC. DAMS
SILT FENCE
LIMITS OF CLEARING GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. .EY SYMBOL DESCRIPTION
3.12
3.0
3.20
3.05
3.1
3.02
LCG
OP
DV
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILI=ATION
BLAN.ETS MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORM:ATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED MULCHED
AND TAC.ED :ITHIN 14 DAYS AFTER START OF GRADING OR
SODDED AND PEGGED :ITHIN 14 DAYS AFTER START
DIVERSION DI.E3.09 DD
SLOPE STABILITY ANALYSIS
SHALL BE RE4UIRED FOR
ROAD FILL EMBAN.MENTS
GREATER THAN 10' PER
VDOT RE4UIREMENTS.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SB 1 DETAILSRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
6A
03-09-2021
INT
21-05
88
3924L
SEDIMENT BASIN#1 CONVERSION TO SWM BASIN "1" NOTES:
1.THE DETAIL ABOVE SHOWS THE EXISTING PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR GRAY
AND THE MODIFICATIONS TO THE RISER, FOR E&S PURPOSES, ARE SHOWN COLOR BLACK IN ORDER
TO HIGHLIGHT THE TEMPORARY CHANGES.
2.INSTALL PRINCIPAL RISER, OUTLET PIPE, EMERGENCY SPILLWAY AND DAM EMBANKMENT AS SHOWN
ON E&S PLAN SHEET.
3.DURING THE E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE
MODIFIED AS SHOWN ABOVE. TEMPORARILY BLOCK THE 4" ORIFICE WITH A 1
4" STEEL PLATE. INSTALL
TEMPORARY 6" DEWATERING ORIFICE AND DEWATER DEVICE. CAP 90° UPTURNED ELBOW ON 8"
DRAIN PIPE.
4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY USING
PUMPED WATER FILTER BAG. REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE
BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN
SHEET. REMOVE TEMPORARY DEWATERING DEVICE AND THE 1
4" STEEL PLATE FROM RISER. REMOVE
CAP FROM 8" DRAIN PIPE . SEE SWM BASIN DETAILS.
42" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
6'
9.0'**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED.
3
:
1
12' WIDE
PROP. GRADE
2 YR WS ELEV 574.45'
25 YR WS ELEV 575.26'100 YR WS ELEV 575.47'**
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER SECTION
SEDIMENT BASIN CONVERSION
NTS
TOP OF RISER
ELEV =574.20
TOP OF BERM
ELEV.=576.50
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=560.60'
INV.=562.50'
SPILLWAY
ELEV.=574.90
2' CLAY LINER WITH 6"
TOPSOIL CAP
8" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
TERMINATE LINER
@ 10 YR WSE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 6'
CONCRETE FILL
FOR BUOYANCY
8" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 573.20
TWO 3.25' W x 1.00' H
ELEV = 554.50
2" ORIFICE ELEV =
569.50
UPTURNED ELBOW
(90° BEND)
*THE TWO WEIRS TO BE
LOCATED ON THE SIDES OF
THE RISER STRUCTURE
(SEE PRINCIPAL RISER PLAN
VIEW THIS SHEET)
WET STORAGE ELEV = 571.00
DRY STORAGE ELEV = 573.10
INSTALL 6"
DEWATERING
ORIFICE = 571.00
TEMP. PERFORATED
POLYETHYLENE DRAINAGE
PIPE DEWATERING SYSTEM
SEE DETAIL THIS SHEET
CAP OPENING
TEMP. 1
4" STEEL PLATE
BOLTED TO BOX
Primary = Riser Structure
Secondary = Emergency Spillway
Primary = Riser Structure
Secondary = Emergency Spillway
Primary = Riser Structure
Secondary = Emergency Spillway
(FIELD MODIFIED: 570.70')
(FIELD MODIFIED: 575.48')(FIELD MODIFIED: 575.27')
(FIELD MODIFIED: 574.55')
(FIELD MODIFIED: 570.70')
(FIELD MODIFIED: 573.20')
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SB 2 DETAILSRev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
6B
03-09-2021
INT
21-05
88
3924L
8" ORIFICE ELEV =
620.00
48" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
4'
9.0'**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED.
3
:
1
12' WIDE
PROP. GRADE
STORMWATER MANAGEMENT BASIN 2
PRINCIPAL RISER SECTION
SEDIMENT BASIN CONVERSION
NTS
TOP OF RISER
ELEV =622.50
TOP OF BERM
ELEV.=626.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=611.30'
INV.=613.00'
2' CLAY LINER WITH 6"
TOPSOIL CAP
8" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
TERMINATE LINER
@ 10 YR WSE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 4'
CONCRETE FILL
FOR BUOYANCY
8" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 622.00
2.00' W x 0.50' H
ELEV = 596.50
UPTURNED ELBOW
(90° BEND)
CAP OPENING
2 YR WS ELEV 622.55'
25 YR WS ELEV 623.23'
100 YR WS ELEV 623.69'**
WET STORAGE ELEV = 620.00
DRY STORAGE ELEV = 622.50
TEMP. 1
4" STEEL PLATE
BOLTED TO BOX
INSTALL 8"
DEWATERING
ORIFICE = 620.00
TEMP. PERFORATED
POLYETHYLENE DRAINAGE
PIPE DEWATERING SYSTEM
SEE DETAIL THIS SHEET
SEDIMENT BASIN#2 CONVERSION TO SWM BASIN "2" NOTES:
1.THE DETAIL ABOVE SHOWS THE EXISTING PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR GRAY
AND THE MODIFICATIONS TO THE RISER, FOR E&S PURPOSES, ARE SHOWN COLOR BLACK IN ORDER
TO HIGHLIGHT THE TEMPORARY CHANGES.
2.INSTALL PRINCIPAL RISER, OUTLET PIPE AND DAM EMBANKMENT AS SHOWN ON E&S PLAN SHEET.
3.DURING THE E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE
MODIFIED AS SHOWN ABOVE. TEMPORARILY BLOCK THE WEIR WITH A 1
4" STEEL PLATE. INSTALL
TEMPORARY 8" DEWATERING ORIFICE AND DEWATER DEVICE. CAP 90° UPTURNED ELBOW ON 8"
DRAIN PIPE.
4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY USING
PUMPED WATER FILTER BAG. REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE
BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN
SHEET. REMOVE TEMPORARY DEWATERING DEVICE AND THE 1
4" STEEL PLATE FROM RISER. REMOVE
CAP FROM 8" DRAIN PIPE . SEE SWM BASIN DETAILS.
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS T.M. 65D-2-4
FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
40 00
INV3600
INV
13 00
INV
95 50
INV
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
DRAINS TO
W
A
T
E
R
W
A
Y
S
05 50
INV
6266266206106005
8
6
59
0
60
0
61
0
60
0
61
0
6
1
2
6
0
6
646648
654
660
652
658
652
650
650
630626638636634632632640630626.24626621
620
613.5
614
614.
5615615.56166
2
0
6
2
0
6
1
86226216206206206206
2
0
6
2
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6
2
1621
6
3
0
6
4
0
630634
636630
638638634632634
AREA TO SB #2
A=9.24 AC.
AREA TO
STR #110
A=0.93 AC.
STAGING
AREA
DESIGN HIGH WATER
(25YR STORM) = 623.58'
*CALCULATED USING POST DA
DRY STORAGE
WET STORAGE
EX. CMP TO
BE REMOVED
TEMPORARY
CULVERT #1
INSTALL PROPOSED
STORM SEWER TO
ALLOW CLEAN
WATER TO BYPASS
AREA TO
STR #123
A=0.78 AC.
UPSTREAM AREA NOT TO
BE DISTURBED DURING
PHASE 1A UNTIL
SEDIMENT BASIN #3
CONSTRUCTED SEE
DETAILS ON SHEET 6C
EX. 35' RIPARIAN
BUFFER (TYP)
UTILI
T
Y
CRO
S
SI
N
G
EX. 35' RIPARIAN
BUFFER
EX. 35' RIPARIAN
BUFFER
AREA TO
STR #122
A=0.99 AC.
UPSTREAM AREA NOT TO
BE DISTURBED DURING
PHASE 1A UNTIL FILL
SLOPE AND DIVERSION
CONSTRUCTED AND
STABILIZED
TEMP. TOP
ELEV. = 629.00
TEMP. TOP
ELEV. = 621.9
E&S CULVERT #1
DITCH (TEMP)
E&S CULVERT #1A
DITCH (TEMP)
E&S 1 DITCH 1
E&S 1 DITCH
E&S 1 DITCH 1B
(TEMP)
AREA TO SB #3
A=5.84 AC.
DESIGN HIGH WATER
(25YR STORM) = 609.99'
DRY STORAGE
WET STORAGE
15'15'6
'
6
'
638
630
620 6366
1
0
6
0
2
6166
1
0
6066
0
6
6106126126126
1
2
.
5
6
1
2
.
5 GRID MERIDIANVA NORTH ZONE NAD833:1
2:1 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SB 3 DETAILSRev. No.Date
06 12-16-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
6C
03-09-2021
INT
21-05
88
3924L
SEDIMENT BASIN#3 NOTES:
1.SEDIMENT BASIN #3 ADDED TO AID THE
CONTRACTOR WITH DISTURBANCE OF UPSTREAM
AREA (HATCHED AREA) EARLIER IN THE SEQUENCE
OF CONSTRUCTION.
2.THE TOP EMBANKMENT WIDTH VARIES WITH THE
HEIGHT OF THE EMBANKMENT.
Primary = Outflow = Riser
Structure & Barrel
(No Separate Emergency Spillway)
Primary = Outflow = Riser
Structure & Barrel
(No Separate Emergency Spillway)
Primary = Outflow = Riser
Structure & Barrel
(No Separate Emergency Spillway)
T.M. 65-A-50
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS T.M. 65D-2-4
FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
2:12:13:1
3:1 3:12:1
2:1
3:13:12:1
2:1
3:12:12:12:1
2:1
2:136503419341935004.9%
5.6%
8.5%
2.7
%8.1%8.2%8.3%8.2%8.2%8.3%7.9%8.1%8.4%6.2%2.9%3.1%3.1%4.7%5.2%5.8%4.2%7.6%6.4%4.1%4.1%3.9%3.8%4.2%3.8%3.8%6.9%5.5%5.6%6.2%
8.8%
8.2%
8.2%
7.5%
7.2%
7.9%8.1%8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%8.0%
7.2%
2.8%
2.8%
2.7%
3.3%3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%5.4%6.1%5.7%3.2%
3.0%2.3%6.2%6.9%6.1%5.4%6.8%
7.4%
7.2%
6.5%
7.0%
7.2%
8.0%
8.4%
8.3%
8.3%
8.1%
7.8%
7.9%
7.5%
3.00%
6.0%
6' DIA
M
M
H
RETAINING
WALL W/
HANDRAIL
RETAINING
WALL W/
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636
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640
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652
656
654
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7404141534278434944774603469146014284431343844413447145004554458346864715483348624923483348624718
42733760403841854336456944104231466545334363479532004519432048114000LP3630OLR40200048154200OLR4200OLR4436420040 20
40 75
43 15
40 75
44 43
45 71
46 86
46 30
45 18
44 85
43 77
42 24
40 71
32 90
41273366408441194353415033 20
33 20
42 73
41 70
41 08
40604080421040844060426942204170411740742738400424 00
LP
1880LP18001930HP4304304304304304303873OLR3760405045003500405049524620462014 3940003956390040503
6
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2327 64
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27 70
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23 60
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51 78
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52 73
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S
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48 50
47 80
48 62
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3760376044103630OLR2
3
8
0
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16 77
22 67
27 86
29 93
26683
6
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6
2
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8.2%
644
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65
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11001510145013301050060061
4
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6
6166146126106
2
0
6
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620630638642459064463
2
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63263631 33
30 85
30 24
29 48 28 60 27 69 26 78
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3
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ADA PARKING
MAX. SLOPE
2% ANY
DIRECTION
31 75
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31 24
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33 35
26 97
29 84
30 24
33 28
638 640
642 63062839 60
S
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39 30
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41 48
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4211
S
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4221
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S
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42 19
S
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1.
2
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2.5%2.2%2.2%
NYLOPLAST
DUCTILE IRON
DO NOT POLL
U
T
E
D
R
A
I
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A
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DUCTILE IRON
DO NOT POLLUTE D
R
A
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S
T
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IGH
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.LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.LEHIGH DR.MENASHA
C
T
.1+002+003+004+005+006+007+008+009+0010+0011+0012+00
13+00 14+00 15+00
16+00
17+00
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0
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0
0
20
+
0
0
21
+
0
0
2
2
+
0
0
2
3
+
0
01+002+003+004+005
+
0
0
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+
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0
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4
+
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73.5'32.1'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'95.67'95.67'95.67'95.67'95.67'98.7'98.67'98.7'75.3'30.6'98.4'82.8'30.2
'99.2'98.1'103.8'99.7'97.8'98.8'100.1'98.4'96.4'24.4'
20.3'
20.1'20.1'20.1'20.4'
20.8'
17.8'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'TY
E
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RETAINING
WALL W/
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STORM
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ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
25' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
F
O
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E
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A
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#
3
FOCALPOINT
(PRI
V
A
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)
(P
R
I
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STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
SIGHT
DISTANCE
ESM'T
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0
0
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+
0
0
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+
0
0
4
+
0
0
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3
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2
9
0+007+
7
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90+00STORM DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
TUNNEL
PLAYGROUND
SET
SWING SET
TUNNEL PLAYGROUND
SET
SWING SET
COMPOSITE
C
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
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DRAINA
G
E
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'TRETAINING
WALL W/
HANDRAIL
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)18+37.7819+002
0
+
0
0
21
+
0
0
21
+
6
7
.
5
718+32.93COMPOSITE B
COMPOSITE D
COMPOSITE B
COMPOSITE B
COMPOSITE B
COMPOSITE B
COMPOSITE C
COMPOSI
T
E
B
C
O
M
P
O
S
I
T
E
BCOMPOSI
T
E
BCOMPOS
I
TE
B
COMPOSITE C
COMPOSITE C95.67'95.67'STORM
DRAINAGE
ESM'T
COMPOSITE C
LEXINGTON #1105MODIF
IED
COMPOS
ITEMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE BFI
E
L
D
L
O
C
A
T
E
D
E
L
E
C
T
R
I
C
T
R
A
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F
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E
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E
L
D
L
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C
A
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D
E
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I
C
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A
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S
F
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E
R
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E
L
D
L
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E
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D
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H
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N
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P
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T
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L
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P
H
O
N
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E
D
E
S
T
A
L
TO STR. 2G
A=0.19 AC.
C=0.54
TO STR. 2D
A=0.24 AC.
C=0.80
TO STR. 2E
A=0.58 AC.
C=0.68
TO STR. 2B
A=5.73 AC.
C=0.39
TO STR. 142
A=0.59 AC.
C=0.69
TO STR. 141
A=0.15 AC.
C=0.68
TO STR. 141A
A=0.36 AC.
C=0.68
TO STR. 3
A=0.08 AC.
C=0.68
TO STR. 3A
A=0.07 AC.
C=0.74
TO STR. 2A
A=0.39 AC.
C=0.67
TO STR. 2
A=0.09 AC.
C=0.77
TO STR. 4
A=0.19 AC.
C=0.65
TO STR. 5
A=0.16 AC.
C=0.76
TO STR. 122C
A=0.28 AC.
C=0.59
TO STR. 122B
A=0.16 AC.
C=0.78
TO STR. 9B
A=0.14 AC.
C=0.82
TO STR. 124
A=3.24 AC.
C=0.45
TO STR. 122A
A=18.63 AC.
C=0.39
TO STR. 122
A=0.36 AC.
C=0.36
TO STR. 12A
A=0.27 AC.
C=0.57
TO STR. 13
A=0.14 AC.
C=0.74
TO STR. 13A
A=0.68 AC.
C=0.63
TO STR. 15A
A=0.53 AC.
C=0.48
TO STR. 14
A=0.05 AC.
C=0.77
TO STR. 31A
A=0 .97 AC.
C=0.64
TO STR. 14A
A=0.28 AC.
C=0.84
TO STR. 31
A=0 .85 AC.
C=0.66
TO STR. 28C
A=0 .39 AC.
C=0.65
TO STR. 30
A=0 .40 AC.
C=0.87
TO STR. 28B
A=0 .22 AC.
C=0.60
TO STR. 29
A=0 .22 AC.
C=0.88
TO STR. 28
A=0 .23 AC.
C=0.87
TO STR. 28A
A=0 .45 AC.
C=0.66
TO STR. 27
A=0 .15 AC.
C=0.86
TO STR. 26A
A=0 .07 AC.
C=0.73
TO STR. 26
A=0 .05 AC.
C=0.86
TO STR. 23
A=0 .52 AC.
C=0.67
TO STR. 25
A=0 .40 AC.
C=0.87
TO STR. 110
A=0.82 AC.
C=0.45
TO STR. 123
A=0.32 AC.
C=0.47
TO STR. 58A
A=0.59 AC.
C=0.67
TO STR. 58
A=0.47 AC.
C=0.87
TO STR. 57
A=0.26 AC.
C=0.86
TO STR. 57A
A=0.28 AC.
C=0.66
TO STR. 109
A=0.72 AC.
C=0.42
TO STR. 56
A=0.35 AC.
C=0.87
TO STR. 55
A=0.29 AC.
C=0.87
TO STR. 55A
A=0.77 AC.
C=0.67
TO STR. 81A
A=2.45 AC.
C=0.45
TO STR. 86
A=0 .68 AC.
C=0.70
TO STR. 83
A=0 .39 AC.
C=0.87
TO STR. 85
A=0 .15 AC.
C=0.89
TO STR. 84
A=0 .20 AC.
C=0.85
TO STR. 82A
A=0 .29 AC.
C=0.85
TO STR. 82
A=0 .29 AC.
C=0.86
TO STR. 80
A=0 .39 AC.
C=0.85
TO STR. 81
A=0 .17 AC.
C=0.82
TO STR. 54
A=0.19 AC.
C=0.62
TO STR. 30C
A=0.78 AC.
C=0.70
TO STR. 30A
A=0.30 AC.
C=0.70
TO STR. 30B
A=0.78 AC.
C=0.50
TO STR. 108
A=0.15 AC.
C=0.42
TO STR. 9A
A=0.50 AC.
C=0.64
WET
S
T
O
R
A
G
E
(
A
1
)
DRY
S
T
O
R
A
G
E
(
A
2
)
3
3
00
G
N
D
3
3
00
G
N
D
3
5
0
0
G
N
D
3
5
0
0
G
N
D
35 00
GND
35 00
GND
33 00
GND
33 00
GND 634632634
636 636 638634632634636640636636WET
S
T
O
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A
G
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(
A
1
)
DRY
S
T
O
R
A
G
E
(
A
2
)
TO STR. 151A
A=0.26 AC.
C=0.41
TO STR. 151B
A=0.75 AC.
C=0.41
TO STR. 30D
A=0.34 AC.
C=0.44
TO STR. 30E
A=0.35 AC.
C=0.42
TO STR. 51B
A=0.55 AC.
C=0.51
626
624
WET
S
T
O
R
A
G
E
(
A
1
)
DRY
S
T
O
R
A
G
E
(
A
2
)
2
4
50
G
N
D
626624
622
2
4
5
0
G
N
D
2
2
5
0
G
N
D
2
0
5
0
G
N
D
2
2
50
G
N
D
2
0
50
G
N
D
626
TO STR. 4B
A=1.48 AC.
C=0.36
TO STR. 4A
A=0.41 AC.
C=0.67
TO STR. 6
A=0.38 AC.
C=0.65
TO STR. 7
A=0.64 AC.
C=0.41
TO STR. 4C
A =0.80 AC.
C=0.44
12 IN
D
I
V
E
R
S
I
O
N
COM
P
O
S
T
F
I
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T
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SOC
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TEM
P
O
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A
R
Y
HALF
C
I
R
C
L
E
CHE
C
K
D
A
M
TO STR. 12
A=0.08 AC.
C=0.76
TO STR. 121A
A=0.35 AC.
C=0.38
TO IP FOR STR. 4B
A=0.26 AC.
C=0.36
TO ST. 2
A=0.43 AC.
C=0.39
TO ST. 1
A=0.33 AC.
C=0.39
TO STR. 30F
A=0.46 AC.
C=0.42 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22E&S PHASE IIRev. No.Date
02 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=60'
7
03-09-2021
INT
21-05
88
3924L
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED
WITH SOIL STABILIZATION BLANKETS (EC-2).
2.REFER TO SHEET 50B FOR DITCH SECTIONS
3.REFER TO SHEET 78 FOR OUTLET PROTECTION
COMPUTATIONS
4.THE RUNOFF REDUCTION COMPLIANCE
FOREST/OPEN SPACE AREA IS NOT TO BE
DISTURBED DURING CONSTRUCTION AND
SHOULD BE FENCED OFF WHEN INSTALLING
INITIAL EROSION AND SEDIMENT CONTROL
MEASURES.
5.REFER TO SHEET 10A FOR SEDIMENT TRAP
DETAILS AND COMPUTATIONS.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
DIVERSION
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.12
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED
AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR
SODDED AND PEGGED WITHIN 14 DAYS AFTER START
SLOPE STABILITY ANALYSIS
SHALL BE REQUIRED (TO BE
PROVIDED BY CONTRACTOR)
FOR ROAD FILL EMBANKMENTS
GREATER THAN 10' PER VDOT
REQUIREMENTS.MATCH LINE SHEET 88
DAVIS, WILMER R. & DONNA N.
T.M. 65D-5-6-77
KAWSAR, AFLATOON
T.M. 65D-5-6-78
STUIT, DANA R. & STUIT THERESA L.
T.M. 65D-5-6-79
STOUPA, MICHAEL,
& STOUPA, ASHLEY
T.M. 65D-5-6-80
TIFFANY, KEITH OLIVER
T.M.
6
5
D-
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6-
8
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FORD,
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& FO
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ROS
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KI
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&
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N
S.
D.B.
724
P
G. 18T.M. 65D-5-6-86RAMOS, JENNIFER.T.M. 65D-5-6-87FOX, ANGELA J. & FOX, ERIC F.T.M. 65D-5-6
-
8
8
O'HARA, DA
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USSEL, J
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EFG INVESTMENTS LLC
DB. 955 PG. 724 2:1
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CLASS I RIP-RAP
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TO STR. 28B
A=0 .22 AC.
C=0.60
TO STR. 29
A=0 .22 AC.
C=0.88
TO STR. 28
A=0 .23 AC.
C=0.87
TO STR. 28A
A=0 .45 AC.
C=0.66
TO STR. 27
A=0 .15 AC.
C=0.86
TO STR. 26A
A=0 .07 AC.
C=0.73
TO STR. 26
A=0 .05 AC.
C=0.86
TO STR. 23
A=0 .52 AC.
C=0.67
TO STR. 25
A=0 .40 AC.
C=0.87
TO STR. 24
A=0.19 AC.
C=0.87
TO STR. 58A
A=0.59 AC.
C=0.67
TO STR. 58
A=0.47 AC.
C=0.87
TO STR. 57
A=0.26 AC.
C=0.86
TO STR. 57A
A=0.28 AC.
C=0.66
TO STR. 109
A=0.72 AC.
C=0.42
TO STR. 56
A=0.35 AC.
C=0.87
TO STR. 55
A=0.29 AC.
C=0.87
TO STR. 55A
A=0.77 AC.
C=0.67
TO STR. 151
A=0.65 AC.
C=0.46
TO STR. 22
A=0.19 AC.
C=0.85
TO STR. 21
A=0.21 AC.
C=0.67
TO STR. 50
A=0.06 AC.
C=0.79
TO STR. 81A
A=2.45 AC.
C=0.45
TO STR. 83
A=0 .39 AC.
C=0.87
TO STR. 84
A=0 .20 AC.
C=0.85
TO STR. 82A
A=0 .29 AC.
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TO STR. 82
A=0 .29 AC.
C=0.86
TO STR. 80
A=0 .39 AC.
C=0.85
TO STR. 81
A=0 .17 AC.
C=0.82
TO STR. 53
A=0.05 AC.
C=0.76
TO STR. 54
A=0.19 AC.
C=0.62
TO STR. 51A
A=0.13 AC.
C=0.43
TO STR. 30C
A=0.78 AC.
C=0.70
TO STR. 30A
A=0.30 AC.
C=0.70
TO STR. 107
A=0.74 AC.
C=0.41
TO STR. 108
A=0.15 AC.
C=0.42
TO STR. 104
A=0.52 AC.
C=0.43
TO STR. 105
A=0.25 AC.
C=0.39
TO STR. 106
A=0.22 AC.
C=0.43
TO STR. 50A
A=0.47 AC.
C=0.67
TO STR. 51
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C=0.86
TO STR. 52
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C=0.86
TO STR. 100A
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C=0.74
TO STR. 101A
A=0.20 AC.
C=0.76
TO STR. 100
A=0.09 AC.
C=0.77
TO STR. 101
A=0.10 AC.
C=0.77
TO STR. 201
A=27.24 AC.
C=0.38
TO STR. 151A
A=0.26 AC.
C=0.41
TO STR. 151B
A=0.75 AC.
C=0.41
TO STR. 51B
A=0.55 AC.
C=0.51
626
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A=0.23 AC.
C=0.49
TO STR. 149
A=0.07 AC.
C=0.53
TO STR. 51A
A=0.69 AC.
C=0.43 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22E&S PHASE IIRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=60'
8
03-09-2021
INT
21-05
88
3924L
SLOPE STABILITY ANALYSIS
SHALL BE REQUIRED (TO BE
PROVIDED BY CONTRACTOR)
FOR ROAD FILL EMBANKMENTS
GREATER THAN 10' PER VDOT
REQUIREMENTS.
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED
WITH SOIL STABILIZATION BLANKETS (EC-2).
2.REFER TO SHEET 50B FOR DITCH SECTIONS
3.REFER TO SHEET 78 FOR OUTLET PROTECTION
COMPUTATIONS
4.THE RUNOFF REDUCTION COMPLIANCE
FOREST/OPEN SPACE AREA IS NOT TO BE
DISTURBED DURING CONSTRUCTION AND
SHOULD BE FENCED OFF WHEN INSTALLING
INITIAL EROSION AND SEDIMENT CONTROL
MEASURES.
5.SEE SHEET 10A FOR SEDIMENT TRAP DETAILS
AND COMPUTATIONS.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
DIVERSION
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.12
3.08
3.20
3.05
3.18
3.02
LCG
OP
DD
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
STORMWATER
CONVEYANCE CHANNEL3.17 SCC
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED
AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR
SODDED AND PEGGED WITHIN 14 DAYS AFTER STARTMATCH LINE SHEET 87
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
MINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be consistent with
the VSECH for 9VAC25-840-40 minimum standards:
1.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 for longer than 14 days. Permanent stabilization
shall be applied to areas that are to be left dormant for more than one year.
2.During construction of the project, soil stock piles and borrow areas shall be stabilized
or protected with sediment trapping measures. The applicant is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site as well
as borrow areas and soil intentionally transported from the project site.
3.A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established
until a ground cover is achieved that is uniform, mature enough to survive and will
inhibit erosion.
4.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.
5.Stabilization measures shall be applied to earthen structures such as dams, dikes
and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon
the total drainage area to be served by the trap or basin.
a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre
of drainage area and the trap shall only control drainage areas less than three acres.
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas
greater than or equal to three acres shall be controlled by a sediment basin. The
minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of
drainage area. The outfall system shall, at a minimum, maintain the structural integrity
of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those conditions
expected to exist while the sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize
erosion. Slopes that are found to be eroding excessively within one year of
permanent stabilization shall be provided with additional slope stabilizing measures
until the problem is corrected.
8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
9.Whenever water seeps from a slope face, adequate drainage or other protection shall
be provided.
10.All storm sewer inlets that are made operable during construction shall be protected
so that sediment-laden water cannot enter the conveyance system without first being
filtered or otherwise treated to remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made
operational, adequate outlet protection and any required temporary or permanent
channel lining shall be installed in both the conveyance channel and receiving
channel.
12.When work in a live watercourse is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest
extent possible during construction. Nonerodible material shall be used for the
construction of causeways and cofferdams. Earthen fill may be used for these
structures if armored by nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in
any six-month period, a temporary vehicular stream crossing constructed of
nonerodible material shall be provided.
14.All applicable federal, state and local requirements pertaining to working in or
crossing live watercourses shall be met.
15.The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16.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 backfilling trenches shall be properly compacted in order to
minimize erosion and promote stabilization.
e.Restabilization shall be accomplished in accordance with this chapter.
f.Applicable safety requirements shall be complied with.
17.Where construction vehicle access routes intersect paved or 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 paved or public road surface,
the road surface 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. This provision shall apply to individual development lots as well as to
larger land-disturbing activities.
18.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 VESCP authority. Trapped sediment and
the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
19.Properties and waterways downstream from development sites shall be protected
from sediment deposition, erosion and damage due to increases in volume, velocity
and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour
duration in accordance with the following standards and criteria. Stream restoration
and relocation projects that incorporate natural channel design concepts are not
man-made channels and shall be exempt from any flow rate capacity and velocity
requirements for natural or man-made channels:
a.Concentrated stormwater runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. For those sites where runoff is discharged into a pipe or pipe system,
downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b.Adequacy of all channels and pipes shall be verified in the following manner:
(1)The applicant shall demonstrate that the total drainage area to the point of analysis
within the channel is one hundred times greater than the contributing drainage
area of the project in question; or
(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or
banks.
(b)All previously constructed man-made channels shall be analyzed by the use of
a 10-year storm to verify that stormwater will not overtop its banks and by the
use of a two-year storm to demonstrate that stormwater will not cause erosion
of channel bed or banks; and
(c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year
storm to verify that stormwater will be contained within the pipe or system.
c.If existing natural receiving channels or previously constructed man-made channels
or pipes are not adequate, the applicant shall:
(1)Improve the channels to a condition where a 10-year storm will not overtop the
banks and a two-year storm will not cause erosion to the channel, the bed, or the
banks; or
(2)Improve the pipe or pipe system to a condition where the 10-year storm is
contained within the appurtenances;
(3)Develop a site design that will not cause the pre-development peak runoff rate
from a two-year storm to increase when runoff outfalls into a natural channel or will
not cause the pre-development peak runoff rate from a 10-year storm to increase
when runoff outfalls into a man-made channel; or
(4)Provide a combination of channel improvement, stormwater detention or other
measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
d.The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development condition of the subject project.
f.If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The
plan shall set forth the maintenance requirements of the facility and the person
responsible for performing the maintenance.
g.Outfall from a detention facility shall be discharged to a receiving channel, and
energy dissipators shall be placed at the outfall of all detention facilities as necessary to
provide a stabilized transition from the facility to the receiving channel.
h.All on-site channels must be verified to be adequate.
i.Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detention facility.
j.In applying these stormwater management criteria, individual lots or parcels in a
residential, commercial or industrial development shall not be considered to be separate
development projects. Instead, the development, as a whole, shall be considered to be a
single development project. Hydrologic parameters that reflect the ultimate development
condition shall be used in all engineering calculations.
k.All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
l.Any plan approved prior to July 1, 2014, that provides for stormwater management
that addresses any flow rate capacity and velocity requirements for natural or man-made
channels shall satisfy the flow rate capacity and velocity requirements for natural or
man-made channels if the practices are designed to (i) detain the water quality volume
and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected
rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow
rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or
equal to the peak flow rate from the site assuming it was in a good forested condition,
achieved through multiplication of the forested peak flow rate by a reduction factor that is
equal to the runoff volume from the site when it was in a good forested condition divided
by the runoff volume from the site in its proposed condition, and shall be exempt from any
flow rate capacity and velocity requirements for natural or man-made channels as defined
in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
m.For plans approved on and after July 1, 2014, the flow rate capacity and velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance with water quantity requirements in the Stormwater Management Act (§
62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such
land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia
Stormwater Management Program (VSMP) Regulation or are exempt pursuant to
subdivision C 7 of § 62.1-44.15:34 of the Act.
n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66
of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to
satisfy the requirements of this subdivision 19.
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The Project development will consist of the construction of a mix of both Single Family homes and
Townhomes with related utilities and road construction. The property, zoned RP, is located approximately 0.2
miles south of intersection of Senseny Road and Rossum Lane at the current end of Rossum Lane in Frederick
County Virginia. This project will consist of multiple phases. Each phase will be submitted under separate
plans. This plan is for Phase I. Total site area for Phase 1 is 73.85 acres of which approximately 48.73 acres
will be disturbed for construction.
Date of construction: Construction may begin following plan approval and the submission and approval of all
required Slope Stability Analyses. This project will take approximately eighteen (18) months to complete.
Existing site conditions: The site is currently vacant consisting of woods and open fields. The site is divided by
multiple ridges and swales which all drain south to tributaries of Opequon Creek. Typical slopes range between
4% and 60%.
Adjacent areas: The site is bounded by a stream and vacant land to the south and by residential property to
the north, east and west.
Offsite areas: Parcels TM 65-A-50 & 65-A-54 will have some minor grading adjustments for the installation of
sidewalk and storm sewer adjacent to the proposed road extension. A public improvements plan, submitted
separately, will handle improvements to the existing portions of Rossum Lane.
Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.
Critical areas: Delineated streams/wetlands, riparian buffers and steep slope areas, as shown on the plans, are
designated as critical areas. Disturbance around all critical areas should be kept to a minimum and protected
by the E&S control measures shown on the plan. The large fill slopes adjacent to the riparian buffers/streams
are also considered critical. Fill should be permanently stabilized and seeded as construction commences.
Diversions are to be utilized to protect slopes at the end of each working day. At no time are the slopes to be
left in a state to receive concentrated runoff. The up-slope drainage areas should remain undisturbed until the
fill slopes are stabilized to reduce the release of sediment into the streams/wetlands.
Note:The streams/wetlands can not be disturbed without an USACE permit.
Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and
sediment control measures shall be constructed and maintained according to the minimum standards and
specifications of the Virginia Erosion and Sediment Control Handbook.
Structural Measures:
Phase I:
During phase I clearing and grubbing should only be completed where necessary to install initial erosion and
sediment controls as shown on the plans. The construction entrance, orange safety fence, silt fence and super
silt fence should be installed first to protect and visibly locate the riparian buffers and streams. Next the storm
sewer, temporary culvert and associated berm/diverision near the construction entrance shown on the phase I
plans should be installed to bypass clean offsite water through the construction site and to protect the adjacent
residential lots from erosion and sediment. Next the sediment basins should be installed and immediately
stabilized. Once stabilized the diversions should be installed starting at the sediment basin and working
up-slope of the drainage area directing disturbed areas to the sediment trapping facilities. Where critical fill
slopes are encountered they are to be constructed and stabilized immediately during periods of dry weather.
The drainage areas up-slope of these fill areas are to remain undisturbed until the embankments are completed
and the diversion is constructed above the fill slope directing up-slope storm water to the sediment basins. After
the fill slope is completed the remaining up slope diversion is to be completed until the next critical fill slope is
encountered where the cycle is repeated. Only after all perimeter erosion and sediment controls are installed
and the critical fill slopes and diversions are stabilized should clearing and grubbing operations associated with
the mass grading of the site proceed.
Install Safety Fence (3.01) as shown on the plans to prevent access to critical areas.
Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sediment
carried onto roadway.
Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain small amounts of
sediment from disturbed areas during construction in order to prevent sediment from leaving the site.
Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainage
systems prior to permanent stabilization of the disturbed area.
Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering,
accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area.
Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to the sediment
trapping structures.
Install diversion (3.12) as shown on the plans to reduce the slope length and to intercept and divert stormwater
runoff to stabilized outlets at non-erosive velocites.
Install Temporary Sediment Basins (3.14) as shown on plans to detain sediment-laden runoff from disturbed
areas in "wet" and "dry" storage long enough for the majority of the sediment to settle out.
Note: Sediment Basins #1 & #2 will become a permanent stormwater facility upon completion of the project.
Contractor is to install the permanent SWM structures associated with the pond during Phase I E&S measures.
The structure must be modified in order to serve as temporary sediment basins. SWM basins shall not be
converted from temporary sediment basins until their respective drainage areas are completed and fully
stabilized.
Install Stormwater Conveyance Channel (3.17) as shown to provide for the conveyance of concentrated
surface runoff water to a receiving channel or system without damage from erosion.
Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.
Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentrated stormwater flows
and to trap sediment generated from adjacent areas or the ditch itself.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)
and as needed to stabilize disturbed areas.
Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fills slope which
have been brought to final grade and seeded to protect from rill and gully erosion.
Phase II:
Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized. ALL
areas to be stabilized 100% prior to installation of bioretention basins.
Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shall
redirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff to
sediment traps or sediment basins.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)
and as needed to stabilize disturbed areas.
Vegetative Measures:
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days
to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.
Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.
Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary
vegetation immediately after grading.
All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded and
mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction
Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final
grade and seeded to protect from rill and gully erosion.
Management Strategies:
Construction shall be sequenced such that grading operations will begin and end as quickly as possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control measures. Maintenance of these measures throughout the project is critical to the
effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded
and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Drainage swales shall be stabilized with check dams until vegetation has been well established, at which
time the check dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractor's responsibility to provide additional measures to those shown, as needed, in order to control
erosion and contain sediment on site. All measures shall be installed according to the standards and
specifications in the Virginia Erosion and Sediment Control Handbook.
Stormwater Management:
Increased runoff from this development will be controlled by the Project's stormwater management
facilities. See sheets 32 - 36 and the accompanying SWM report.
Maintenance Program:
Inspections shall be conducted at a frequency of at least one every (4) business days or at least once
every (5) business days and no later than 24 hours following a measurable storm event. In the event that
a measurable storm event occurs when there are more than 24 hours between business days, the
inspection shall be conducted on the next business day. A measurable storm event is defined as 0.25
inches of rainfall over a 24-hour period in accordance with 9VAC25-880-1.
Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be
checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and
reseeded as needed until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at
all times.
Erosion and sediment control program:
Phase I
1.Hold pre-construction meeting on site with inspector.
2.Install construction entrance.
3.Clearing and grubbing for sediment control devices only
4.Placement of sediment control devices.
5.Obtain inspector's approval prior to beginning grading operations.
6.Clear and grub main area of site protected by installed E&S controls.
Phase II
7.Rough grade remainder of site.
8.Install drainage devices with sediment control.
9.Final grading.
10.Restoration and stabilization of disturbed areas.
11.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be
stabilized 100% prior to installation of bioretention basins.
Note: The Frederick County Public Works and Engineering Department retain the right to add and/or
modify these erosion and sediment control measures during the construction process, within
reason, to ensure adequate protection to the public and the environment.
Seeding schedule (soil stabilization):
1.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.
2.Spread topsoil at a minimum depth of four (4) inches.
3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square
feet (2 tons per acre).
4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).
5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top
Clover.
6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Dust control:
1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and
repeated as needed to control dust.
VARIANCE REQUEST - SMARTFENCE & COMPOST FILTER SOCK:
We are requesting the use of an alternative erosion and sediment control measures that is not listed in
the Virginia Erosion and Sediment Control Handbook.
1.ACF Environmental - Smartfence: Smartfence is an perimeter erosion control device equivalent to
super silt fence, see detail on sheet 10.
2.Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to silt fence, see detail on sheet 10.
This will allow for less disturbance since it can be installed on the surface and requires no
excavation.E&S NARRATIVERev. No.Date
14 06-01-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
9
03-09-2021
INT
21-05
88
3924L
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22E&S DETAILSRev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
10
03-09-2021
INT
21-05
88
3924L
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
SECTION NTS
PLAN NTS
NOTES:
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS.
2. FILTER MEDIA™ FILL TO MEET APPLICATION
REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS
DETERMINED BY ENGINEER.
12" MIN
FILTREXX® SEDIMENT CONTROL
NTS
FILTREXX® SOXX™ (12" TYPICAL)
BLOWN/PLACED FILTER MEDIA™
AREA TO BE PROTECTEDWORK AREA
WORK AREA
AREA TO BE
PROTECTED
2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
FILTREXX® SOXX™ (12" TYPICAL)
WATER FLOW
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22E&S DETAILSRev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
10A
03-09-2021
INT
21-05
88
3924L
T.M. 65-A-50
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS T.M. 65D-2-4
FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN 1850'
4
6
'
2
6
'
4
4
'
2
4
'LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.
50'
50'66285
8
242
2403809127+008+009+0010+0011+0012+00
13+00 14+00 15+00
16+00
17+00
1+002+003+004+007
+
0
050'27'LOT 123LOT 36LOT 38
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 1268' B
R
L
8' BRL
8' BRL
8' BRL 25' BRL20' BRL20' BRL25' BRL8' B
R
L
8' BRL
8' BRL 25' BRL25' BRL2
5
'
B
R
L
8' BR
L
8' BRL
8'
BRL8'
BRL8' BRL8' BRL8' BRL20' BRL 20' BRL
20' BRL8' BRL 25' BRL20' BRL8' BRL 25' BRL20' BRL8' BRL 8' BRL
20' BRL
8' BRL
8' BRL
20'
BRL
8' BRL
8' BRL
25' BRL
25' BRL20' BRL20' BRL8' BRL
25' BRL8' BRL
20' BRL8' BRL
20' BRL
8' BRL
20'
BRL
2
0
'
BR
L
2
0
'
B
R
L8' BRL20' BRL20' BRL8' BRL8' BRL20' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL
8' BRL8' BRL25
'
BRL25' BRL25' BRL25'
BRL25' BRL25' BRL
25'
BRL25' BRL25' BRL25' BRL
25' BRL8' BRL
25' BR
L
25' BRL
25' BRL 25' BRL 25' BRL 25' BRL
25' BRL
25' BRL25'
BRL
150.8'
150.54'74.3'74.3'74.3'149.2'53.00'74.3'148.9'89.3'68.4'155.
7
'112.8'31.4'74.8'75.1'85.685.6'
135.0'
134.9'
134.4'
134.0'
133.5'85.5
'73.3'74.7'64.1'99.9'71.8'124.9'89.1'124.9'71.8'130.00'130.00'125.0'
125.0'
125.0'125.0'6
7
.
2
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6
4
.
5
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85.7'83.1'157.1'153.0'65.9'
74.1'153.0'153.0'74.3'
74.3'153.0'74.3'
74.3'99.1'110.4'71.4
'127.3
'154.6'122.7'68.2'68.2'68.2
'68.0
'
68.8'
68.8'
68.9'
79.5'79.3'39.3'78.0'65.0'
65.5'
114.9'
3
6
.
9
'
32.6'
1
1
4
.
2
'
83.3'85.2'85.5'85.7
'36.25'60.6'1
5
6
.
2
'
2
0
.
0
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2
0
.
0
'
2
0
.
0
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2
0
.
0
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3
2
.
0
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2
0
.
0
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2
0
.
0
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2
0
.
0
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3
2
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0
'98.67'98.67'98.67'98.67'98.67'98.67'2
5
'
B
R
L
2
0
'
B
R
L10' BRL20' FREDERICK
WATER ESMT.
FREDERICK WATER
ESMT.
FREDERICK
WATER ESMT.LOT 127LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129L
O
T
7
5
L
O
T
7
6
L
O
T
7
7
L
O
T
7
8
L
O
T
7
9
L
O
T
8
0
9,499 SF
9,484 SF
9,454 SF11,010 SF12,325 SF10,009 SF8,974 SF9,360 SF10,279 SF10,244 SF9,339 SF10,199
SF10,136
SF9,645
SF9,595
SF
13,484 S
F
12,245 SF
11,631 SF11,236 SF11,373 SF11,373 SF12,775 SF
15,194
S
F
15,31
6
S
F17,342 SF16,821 SF11,885 SF11,052 SF11,140 SF11,217 SF3,
3
5
7
S
F
1,
9
1
3
S
F
1,
9
1
3
S
F
1,
9
1
3
S
F
1,
9
1
3
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F
3,
1
5
7
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R
E
C
R
E
A
T
I
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N
A
R
E
A
T
Y
E
C
T
.
20' FREDERICK
WATER ESMT.
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
25' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
FREDERICK WATER ESMT.
EX FW PS-TO BE
DEMOLISHED
SEE NOTES ON
SHEET 25
30'50'(
P
R
I
V
A
T
E
)
CG-12BCG-12B
CG-12B
CG-12B
CG-12B
CG-12B
STOP
SIGN
STOP
SIGN
STREET
SIGN
STREET
LIGHT
STREET
SIGN
STREET
LIGHT
35' RIPARIAN
BUFFER
STORM
DRAINAGE
ESM'T
5' SIDEWALK
5' SIDEWA
L
K
5' SIDEWALK5' SIDEWALK5' SIDEWALK
5'
S
I
D
E
W
A
L
K
5' SIDEW
A
L
K
5' SIDEWALK17.0'
TYP.17.0'TYP.17.0'TYP.17.0'TYP.280' SD
280' SD
280' SD
280' SD280' SDSIGHT
DISTANCE
ESM'T
7
+
7
1
.
8
90+00R.O.W. AND EASEMENT TO BE
DEDICATED BY ATKINS FOR PUBLIC
USE AT TIME OF SUBDIVISION PLAT
1,291 SF ROW
DEDICATION
2,473 SF ESMT
DEDICATION
10' NO DISTURB ESMT.
PER PROFFER #B3
10' NO DISTURB ESMT.
PER PROFFER #B3
STORM
DRAINAGE
ESM'T35'R35'R
3
5
'R35'R10'R 10'RSTORM
DRAINAGE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)
CG-9B
(TYP)CG-11C
G
-
1
1
TUNNEL PLAYGROUND
SET
SWING SET
COMPOSITE
C
STORM
DRAINAGE
ESM'T
FREDERICK WATER
ESMT.
FREDERICK WATER
ESMT.5' SIDEWALKSTORM
DRAINAGE
ESM'T
INGRESS/
EGRESS
ESMT
INGRESS/
EGRESS
ESMT
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)18+37.7819+002
0
+
0
0
21
+
0
0
21
+
6
7
.
5
718+32.93COMPOSITE B
COMPOSITE B
COMPOSITE B
3
2
.
0
'
7' INGRESS/
EGRESS
ESMT20' BRL 8' BRL20' BRL
163.5'GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAR
OPT.
GARAGE
3-CAR
OPT.
GARAG
E
3-CAR
OPT.GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARA
G
E
GARAG
E
GARAGE GARAGE GARAGE GARAGE
GARAG
E
GARAGE
GARAGE
3-CAR
OPT.
5' S/WCOMPOSITE BCOMPOSITE B25' BRL25' BRL8' BRL25' BRL8' BRL
74.3'74.3'SUBDIVISION SIGN
(SEE INTREEGUE
SENSENY VILLAGE
MONUMENT SIGN
PLAN)168.2'8' BRL25' BRL
81.9'
TEMPORARY
PARKING
FOR MODEL
HOME
TEMPORARY
ADA PARKING
TEMP.
5' S/W2.0%1.5%3.5%TEMP. ADA
PORTABLE
RESTROOM
TEMP.
CROSSWALK
TEMP. ADA
ROUTE
9'20'20'
9'
36'20'11'
8'
9'
9'
COMPOSITE
HOUSE (TYP)
MODEL
SALES
HOME 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
11 10-04-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" 30'
11
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 17
MATCH LINE SHEET 13 MATCH LINE SHEET 13 MATCH LINE SHEET 12NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.THE SALES MODEL HOME IS PROPOSED ON LOT 3 WITH TEMPORARY
PARKING ON LOT 2. ONE VAN ADA PARKING SPACE IS PROPOSED WITH
A TEMPORARY SIDEWALK TO PROVIDE AN ADA ROUTE TO THE MODEL
HOME. (SEE ADDITIONAL FC INSPECTIONS NOTES ON THIS SHEET.)
FC INSPECTION NOTE FOR TEMPORARY PARKING:
1.HANDICAP PARKING SHALL COMPLY WITH ANSI A117.1-09. VAN ACCESSIBLE
PARKING SHALL HAVE A MINIMUM OF 11' WIDTH WITH 5' UNLOADING AREA OR A
MINIMUM OF 8' UNLOADING AREA WITH AN 8' WIDTH.
2.MAXIMUM 2% SLOPE REQUIRED FOR PARKING AND UNLOADING. MAXIMUM
THRESHOLD AT DOOR SHALL NOT EXCEED 1
2". WALKWAYS SHALL NOT EXCEED 5%
SLOPE. SLOPES EXCEEDING 5% SHALL BE DESIGNED AS RAMPS.
3.ACCESSIBLE PARKING AND UNLOADING AREA SHALL HAVE A STRIPED AREA
LEADING TO ENTRANCE WHEN TRAVELING OVER VEHICULAR.
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-59A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65D-3-4-54
MCDONALD R G PROPERTIES LC
D.B. 966 PG. 1528
T.M. 65D-4-5-71
HOLTHAUS, CHRISTOPHER W. &
MARTINEZ, GABRIELA
T.M. 65D-5-6-76
MCKEE, RICHARD VAUGHN
& MCKEE, DAWN
T.M. 65D-5-6-77
KAWSAR, AFLATOON
T.M. 65D-5-6-78
STUIT, DANA R. & STUIT THERESA L.
T.M. 65D-5-6-79
STOUPA, MICHAEL,
& STOUPA, ASHLEY
T.M. 65D-5-6-80
TIFFANY, KEITH OLIVER
FRAS
E,
J
E
R
R
Y
R
O
G
E
R
T
R
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S
T
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FRAS
E,
P
A
T
RI
CI
A
J.
T
R
U
S
T
E
E
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
NS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT
P
O
L
LUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
WATERWAYS
50'24'
5
0
'
2
4
'50'LEH
IGH
DR
.
HOP
KI
N
S
W
A
Y
18+0
0
19+
0
0
20
+
0
0
2
1
+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0 1+002+003+00
4+00
6
+
0
0
7
+
0
0
L
O
T
2
6
LOT 21
LOT
2
0
LO
T
1
9
LO
T
1
8
L
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T
1
7
L
O
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1
6
L
O
T
1
5
LO
T
1
4
LO
T
1
3
LOT
1
2
LOT 11
LOT 10
20' BRL
2
0
'
B
R
L
20'
B
R
L
20'
B
R
L
20'
B
R
L
20
'
B
R
L
2
0
'
B
R
L
2
0
'
B
R
L
2
0
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BR
L
2
0
'
BR
L
8' BR
L
8' BRL
2
0
'
BR
L
2
5
'
BR
L
2
5
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BR
L
8' BRL
2
0
'
BR
L8' BRL20' B
R
L 8' BRL20' BRL8' BRL20' BRL20
'
B
R
L8' BRL2
0
'
B
R
L 8' BRL2
0
'
BR
L8' BRL2
0
'
BR
L 8' BRL
2
5
'
BR
L
8' BR
L
2
5
'
BR
L
8' BR
L8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL
8' BRL
8' BRL
25' B
R
L8' BRL8' BRL8' BRL8' BRL8' BRL
8' BRL
2
5
'
B
R
L
25' B
R
L
25' BRL25
'
B
R
L
2
5
'
B
R
L
25' B
R
L
25'
B
R
L
25
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B
R
L
25
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B
R
L
2
5
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B
R
L
2
5
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B
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L
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5
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BR
L
2
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BR
L130.00'66.7'130.0'65.6'66.2'130.0'67
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0
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2
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2
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L
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68.9'
68.8'
68.9
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0
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69
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0
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9
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0
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7
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0
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0
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2
0
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B
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2
5
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B
R
L
2
5
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B
R
L
2
5
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B
R
L 10' BRL10' BRL2
5
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B
R
L
2
0
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B
R
L
2
0
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B
R
L
2
5
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B
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L 10' BRLLOT
2
3
LO
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2
4
L
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2
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2
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25' BRL130.0'8' BRL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
15 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1=30'
12
03-09-2021
INT
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ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
16
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K 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
13 4-5-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1 30'
13
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 15MATCH L
INE
SHEET
16
MATCH LINE SHEET 11
MATC
H
L
I
N
E
S
H
E
E
T
1
7MATCH LINE SHEET 14MATCH LINE SHEET 21NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 7248050'50'50'50'LEHIGH DR.MENASHA C
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25.9'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
12 12-1-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1 30'
14
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 11
MA
T
C
H
L
I
N
E
S
H
E
E
T
2
4 MATCH LINE SHEET 13NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65-A-49B
US H
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ESM'T151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
12 12-1-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1 30'
15
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 16MATCH
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SHEET
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FRASE, JERRY ROGER TRU
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FRASE, PATRICIA J. TRUSTE
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T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97
FRANTZ, DEBORA
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17.0'TYP.17.0'TYP.17.0'TYP.17.0'TYP.SL
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CG-11 CG-11CG-11CG-11CG-1
1GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGEGARAGEGARAGE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
16
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 17MATCH LINE SHEET 12
MATCH LINE SHEET 15
T.M. 65-A-55
US
H
O
ME C
ORP
O
RATI
O
N
55.24 ACINST# 20 0008114ZONE:
RP18 1650'46'
26'
44'
24'
24'50'THORNTON WAY
LEHIG
H
D
R
.
122 846180628
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+
0
0
4+0
0
5+00
6+00 7+00 8+00 9+00
10+00
11+00
12+0
0 13+005+001+002+003+00
4+005+006+007+00
LOT 26
L
O
T
3
6
LO
T
3
8
LOT 43
LOT 46
LOT 1
0
9
LOT
1
0
8
LOT
4
7
LOT
4
8
LOT 95LOT
1
0
25' BRL
8' BRL8' BRL8' BRL8' BRL25' BRL 25' BRL 25' BRL 25' BRL 25' BRL
20' B
R
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0
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20' BRL
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8' BRL20' BRL
8' BRL25' BRL 8' BRL25' BRL 25' BRL 8' BRL20' BRL
8' BRL20' BRL
8' BRL20' BR
L
8' BRL20' BRL
25' B
R
L 8' BRL20' BRL
25' BRL 8' BRL20' BRL8' BRL8' BRL20' B
R
L
20' BRL20' BRL8' BRL8' BRL20' B
R
L8' BRL20' BR
L8' BRL20' BRL8' BRL20' BRL20' BRL8' BRL20' BRL8' BRL20' BRL8' BRL20' BRL8' BRL25' BRL
20' BRL8' BRL25' BRL
8' BRL20' BRL
25' BRL
25' BRL25' BRL25' BRL
8' BRL
8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL8' BRL25' BRL
25'
B
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L
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25' BR
L
25' BR
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25' BR
L
25' B
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25' BR
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25' BR
L
25' BRL
25' BRL133.5'70.9'71.8'71.8'71.8'134.5'135.0'71.8'130.00'130.00'125.0'125.0'125.0'125.0'125.0'67.2'
64.5'
64.9
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62
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9
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6
3
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6
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71.8'71.8'125.0'125.0'71.8'71.8'73.8'
73.8'125.0'67.89'125.2'125.0'61.4'
73.7'125.0'62.9'
63.2'125.0'66.3'71.8'125.0'125.0'72.5'71.8'58.5'59.2'127.1'90.9'66.8'66.0'66.1'130.00'66.7'130.0'65.6'66.2'130.0'67.0'130.0'130.0'65.4'
66.1'130.0'68.7'130.0'73.0'130.0'86.4'
69.2'
73.0'
65.1'
71.8'
68
.
2
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68.
2
'
68.0
'
70.4'
68.6'67.9'
66.9'
68.5'
68.9'LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LOT 152
LOT 55
68.8'
68.9'
68.8'
68.9'
69.0'
80.3'
79.5'78.7'79.6'80.6'78.4'
79.5'79.3'83.9'
85.5'
85.9'105.8'39
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74.6'38.0
'
63.3'
35.9'
80.6'
76.2'
69.8'70.5'70.8'
85
.
5
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85.7
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85.7'
80.8'
20.0'20.0'20.0'20.0'32.0'32.0'32.0'
32.0'
20.0'20.0'20.0'20.0'20.0'20.0'20.0'20.0'32.0'32.0'
20.0'20.0'20.0'20.0'32.0'32.0'20.0'20.0'20.0'20.0'20.0'20.0'
20.0'20.0'20.0'20.0'32.0'32.0'20.0'20.0'20.0'20.0'32.0'32.0'20.3'20.1'20.0'20.0'32.0'
23.2'73.5'32.1'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'98.67'95.67'95.67'95.67'95.67'95.67'98.7'98.67'98.7'75.3'30.6'98.4'82.8'30.2'99.2'32.0'32.0'20.0'20.0'20.0'20.0'20.0'20.0'98.1'103.8'99.7'97.8'98.8'100.1'98.4'96.4'24.4'
20.3'
20.1'20.1'20.1'20.4'20.8'17.8'20' BRL20' BRL
25' BRL 25' BRL
25' BRL
25' BRL
20' BRL
25' BRL
20' BRL 20' BRL
25' BR
L 25' BRL10' BRL10' BRL20' BRL 20' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL25' BRL25' BRL
20' BRL 20' BRL10' BRL10' BRL25' BRL
20' BRL20' BRL
25' BRL 25' BRL10' BRL10' BRL20' FREDE
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MT.FREDERICK
WATE
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MT.FREDERICK
WATE
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MT.
LOT 54
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 3
0
LOT
3
1
LOT
3
2
L
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LOT 3
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LOT 40
LOT 41
LOT 42 LOT 44
LOT 45
LOT 110 LOT 49LOT 107LOT 62
LOT 63LOT 64
LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75
LOT 76LOT 77LOT 78LOT 79
LOT 80
LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94
LOT 65
11,787
S
F
12,375 S
F
9,490 SF
9,442 SF
9,509 SF
9,505 SF
9,511 SF
9,517 SF
9,543 S
F
9,469
S
F
9,499
S
F
9,48
4
S
F
9,
3
6
0
S
F
9,
3
3
9
S
F
10,
1
9
9
S
F
10,1
3
6
S
F
9,6
4
5
S
F
9,595
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F
9,282 SF
8,969 SF
8,979 SF 9,229 SF 9,210 SF
9,328 SF
9,331 S
F
10,530 SF
10,19
3
S
F
10,29
8
S
F
9,370
S
F
9,22
3
S
F 8,943
S
F
10,079 SF
12,838
S
F
12,48
8
S
F
13,48
4
S
F
3,061 SF1,913 SF3,061 SF
3,307 SF2,016 SF1,961 SF1,945 SF1,965 SF1,941 SF1,954 SF3,220 SF3,265 SF1,948 SF1,938 SF1,924 SF1,923 SF3,174 SF3,357 SF1,913 SF1,913 SF1,913 SF1,913 SF3,157 SF
3,357 SF
1,913 SF1,913 SF1,913 SF1,913 SF
3,157 SF 95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'95.67'RECREATION AREA
RECREATION AREA
TYE CT
.
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TYP.
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17.0'
TYP.
17.0'
TYP.
17.0'
TYP.
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TYP.
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TYP.
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ESM'T35'R35'R
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20.0'32.0'32.0'95.67'95.67'LOT 87
20.0'20.0'20.0'20.0'32.0'32.0'20.0'20.0'20.0'20.0'20.0'20.0'20.0'32.0'32.0'
3,061 SF 3,061 SF1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF 1,913 SF7' INGRESS/EGRESS
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FIELD LOCATED
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FIELD LOCATED
ELECTRIC
TRANSFORMER
FIELD LOCATED FH
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5' SIDEWAL
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K 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22SITE PLANRev. No.Date
15 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1 30'
17
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 11MATCH LINE SHEET 13
MAT
C
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N
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S
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MAT
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DB. 815 PG. 1282
T.M. 65B-6-38
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-50
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS
T.M. 65D-1-2WHITACRE,
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FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-59A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
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WAMPLER, JORDAN K. &
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T.M. 65D-3-4-54
MCDONALD R G PROPERTIES LC
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HOLTHAUS, CHRISTOPHER W. &
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T.M. 65D-5-6-76
MCKEE, RICHARD VAUGHN
& MCKEE, DAWN
T.M. 65D-5-6-77
KAWSAR, AFLATOON
T.M. 65D-5-6-78
STUIT, DANA R. & STUIT THERESA L.
T.M. 65D-5-6-79
STOUPA, MICHAEL,
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T.M. 65D-5-6-80
TIFFANY, KEITH OLIVER
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T.M. 65D-5-6-86RAMOS, JENNIFER.T.M. 65D-5-6-87FOX, ANGELA J. & FOX, ERIC F.T.M. 65D-5-6
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NELSON
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.
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
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0
Ar
c
a
d
i
a
I
U
F
F
=
3
9
.
9
0
R
E
V
R
E
V
Ar
c
a
d
i
a
I
U
F
F
=
3
9
.
2
4
R
E
V
Ar
c
a
d
i
a
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F
F
=
3
9
.
2
4
R
E
V
Ar
c
a
d
i
a
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U
F
F
=
3
8
.
5
7
R
E
V
Ar
c
a
d
i
a
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U
F
F
=
3
8
.
5
7
Ar
c
a
d
i
a
E
U
F
F
=
3
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1
0
Ar
c
a
d
i
a
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U
F
F
=
3
6
.
4
3
R
E
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R
E
V
Ar
c
a
d
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a
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F
F
=
3
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7
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R
E
V
Ar
c
a
d
i
a
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F
F
=
3
5
.
1
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R
E
V
Ar
c
a
d
i
a
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F
F
=
3
4
.
4
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R
E
V
Ar
c
a
d
i
a
E
U
F
F
=
3
3
.
7
7
Arcadia EU
FF= 33.37
Arcadia IU
FF= 32.70
REV REV
Arcadia IU
FF= 32.03
REV
Arcadia IU
FF= 31.37
REV
Arcadia IU
FF= 30.70
REV
Arcadia EU
FF= 28.70Arcadia IU
FF= 30.03
REV
Arcadia IU
FF= 29.37
REV
F
F
=
4
2
.
4
7
F
F
=
4
1
.
1
3
F
F
=
4
0
.
4
7
F
F
=
4
0
.
4
7
F
F
=
4
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.
8
0
F
F
=
4
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.
4
7
F
F
=
4
3
.
1
4
F
F
=
3
9
.
8
8
F
F
=
3
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.
8
8
F
F
=
3
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2
2
F
F
=
3
6
.
5
5
F
F
=
3
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.
5
5
F
F
=
3
9
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2
2
F
F
=
3
9
.
8
8
GAR=
FF= 56.73
BF= 46.58
Buried
54.91 GAR=
FF= 57.02
BF= 46.87
Buried
55.20
GAR=
FF= 56.8
1
BF= 46.6
6
Buried
54.99
GAR=
FF= 5
4
.
0
9
BF= 4
3
.
9
4
Buried
52.27
GAR
=
FF=
5
0
.
9
1
BF=
4
0
.
7
6
Buri
e
d
49.0
9
GA
R
=
FF
=
4
7
.
7
1
BF
=
3
7
.
5
6
Bur
i
e
d
45.
8
9
G
A
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=
FF
=
4
4
.
3
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=
3
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1
6
Bu
r
i
e
d
42.
4
9
G
A
R
=
F
F
=
4
1
.
1
1
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F
=
3
0
.
9
6
B
u
r
i
e
d
39
.
2
9
G
A
R
=
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F
=
3
7
.
9
1
B
F
=
2
7
.
7
6
B
u
r
i
e
d
3
6
.
0
9
GA
R
=
F
F
=
3
4
.
6
0
B
F
=
2
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.
4
5
B
u
r
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e
d
3
2
.
7
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GAR=
F
F
=
3
2
.
2
0BF
=
2
2
.
0
5
B
u
r
i
e
d
3
0
.
3
8
GAR=
F
F
=
2
9
.
8
5BF
=
1
9
.
7
0
B
u
r
i
e
d
2
8
.
0
3
GAR=
FF= 47.19
SLAB
46.69 GAR=
FF= 50.20
SLAB
49.70
GAR=
FF= 53.40
SLAB
52.90
GAR=
FF= 55.74
SLAB
55.24 GAR=
FF= 56.78
SLAB
56.28
FF= 58.32
BF=48.17
Buried
56.50
GAR=
FF= 57.84
BF= 47.69
Buried
56.02
GAR=
FF= 56.
6
9
BF= 46.
5
4
W/O
54.87
GAR=
FF=
5
3
.
7
8
BF= 4
3
.
6
3
W/O
51.96
GAR=
FF=
5
0
.
0
1
BF=
3
9
.
8
6
W/
O
48.1
9
GA
R
=
FF
=
4
7
.
4
1
BF
=
3
7
.
2
6
W/
O
45.
5
9
GA
R
=
FF
=
4
4
.
7
1
BF
=
3
4
.
5
6
W/
O
42.
8
9
GA
R
=
FF
=
4
2
.
5
1
BF
=
3
2
.
3
6
W/
O
40
.
6
9
G
A
R
=
F
F
=
4
0
.
1
1
B
F
=
2
9
.
9
6W/O38
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2
9
G
A
R
=
F
F
=
3
7
.
5
1
B
F
=
2
7
.
3
6W/O
3
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.
6
9
G
A
R
=
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F
=
3
4
.
3
1
B
F
=
2
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.
1
6W/O3
2
.
4
9GAR
=
F
F
=
3
2
.
3
1
B
F
=
2
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1
6W/O3
0
.
4
9GA
R
=
F
F
=
2
9
.
8
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B
F
=
1
9
.
7
0W/O2
8
.
0
3GAR
=FF
=
2
6
.
6
1BF
=
1
6
.
4
6W/O
2
4
.
7
9GAR=FF= 24
.82BF= 14
.67W/O
23
.00GAR=FF= 21
.11BF= 10
.96W/O19.29GAR=FF= 17
.61BF= 07.46W/O15.79GAR=FF= 15.21BF= 05.06W/O13.39GAR=GAR=GAR=GAR=GAR=FF=45.81BF= 35.66W/O43.99GAR=FF= 50.38BF= 40.23W/OFF= 51.32BF= 41.17W/O49.50GAR=G
A
R
=GAR
=GA
R
=
G
A
R
=FF= 29.82BF= 19.67W/O28.00GAR=FF= 26.32BF= 16.17W/O24.50GAR=GAR=
FF= 45.7
7
BF= 35.6
2
Buried
43.95GAR=FF= 42.60BF= 32.45Buried40.7848.56GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=GAR=FF= 45.01BF= 34.86W/O43.194.9%GAR=5.6%
8.5%
2.7%8.1%8.2%8.3%8.2%8.2%8.3%7.9%8.1%8.4%6.2%2.9%3.1%3.1%4.7%5.2%5.8%4.2%
6.5%6.6%7.6%6.4%4.1%4.1%3.9%3.8%4.2%3.8%3.8%6.9%5.5%5.6%6.2%
8.8%
8.2%
8.2%
7.5%
7.2%
7.9%8.1%8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%6.9%8.3%
8.0%
7.2%
2.8%
2.8%
2.7%
3.3%
3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.3%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%5.4%6.1%5.7%4.20%
5.4%
3.1%
3.4%
3.6%
7.3%
7.0%
GAR=
FF= 15.77
BF= 05.62
W/O
13.954.0%3.2%
3.0%
F
F
=
4
6
.
4
2
B
F
=
3
6
.
2
7W/O
4
4
.
6
0
F
F
=
4
3
.
5
9
B
F
=
3
3
.
4
4W/O
4
1
.
7
7
F
F
=
3
9
.
4
9
B
F
=
2
9
.
3
4W/
O
3
7
.
6
7
F
F
=
3
6
.
5
2
B
F
=
2
6
.
3
7W/O
3
4
.
7
0
F
F
=
3
2
.
3
2
B
F
=
2
2
.
1
7
W
/
O
G
A
R
=FF= 3
2
.
32BF=
2
2
.17W/O30.
502.3%6.2%6.9%6.1%5.4%6.8%FF= 43.80SLAB45.17FF= 46.50SLABFF= 44.80SLABFF= 45.67SLAB44.3043.3046.00FF= 47.82SLAB47.32FF= 49.29SLAB48.79FF= 50.19Slab49.69FF= 49.29Slab48.79FF= 49.46BF= 39.31Buried47.64FF= 47.97BF= 37.82Buried46.15FF= 46.38BF= 36.23Buried44.56FF= 45.01BF= 34.86Buried43.197.4%
7.2%
6.5%
7.0%
7.2%
8.0%
8.4%
8.3%
8.3%
8.1%
7.8%
7.9%FF= 44.48BF= 34.33W/O
7.5%
3.00%42.66FF= 44.97BF= 34.82Buried43.156.0%GA
R
=
30
.
5
0
6' DIA
M
M
H
RETAINING
WALL W/
HANDRAIL
RETAINING
WALL W/
HANDRAIL
28.20
GAR=
28.87
GAR=
29.53
GAR=
30.20
GAR=
30.87
GAR=31.53
GAR=32.20
GAR=32.87
GAR=
36
.
6
0
G
A
R
=
35
.
9
3
G
A
R
=
35
.
2
7
G
A
R
=
34
.
6
0
G
A
R
=
33
.
9
3
G
A
R
=
33
.
2
7
G
A
R
=
8' SAFET
Y
B
E
N
C
H
@
5
%
38
.
0
7
G
A
R
=
38
.
0
7
G
A
R
=
38
.
7
4
G
A
R
=
38
.
7
4
G
A
R
=
39
.
4
0
G
A
R
=
39
.
4
0
G
A
R
=7.2%3.9%Ty
n
d
a
l
e
-
I
U
R
E
V
F
F
=
4
3
.
1
4
36
.
0
5
G
A
R
=
36
.
7
2
G
A
R
=
37
.
3
8
G
A
R
=
38
.
0
5
G
A
R
=
38
.
7
2
G
A
R
=
39
.
3
8
G
A
R
=
39
.
3
8
G
A
R
=
39
.
9
7
G
A
R
=
3
9
.
9
7
G
A
R
=
40
.
6
3
G
A
R
=
41
.
3
0
G
A
R
=
41
.
9
7
G
A
R
=
41
.
9
7
G
A
R
=
42
.
6
4
G
A
R
=
42
.
6
4
G
A
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=
41
.
9
0
G
A
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=
41
.
2
4
G
A
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=
4
1
.
2
4
G
A
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=
4
0
.
5
7
G
A
R
=
40
.
5
7
G
A
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=
3
9
.
9
0
G
A
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630626 634LINE TOE W/TRM
NAGREEN C35 OR EQ
TEMP MATTING
NAGREEN DS150 OR EQ
27 23
33 48
ADA PARKING
MAX. SLOPE
2% ANY
DIRECTION
31 75
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1.
2
%
2.5%2.2%2.2%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22OVERALL GRADING PLANRev. No.Date
09 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" 80'
18A
03-09-2021
INT
21-05
88
3924L
S
H
E
E
T
2
4SHEET 23SHE
E
T
2
3
SHE
E
T
2
2
SHEET 21 SHEET 20
SHEET 19SHEET 18
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.M. 65-A-50
ATKINS , MAURICE M. &
SHERRY L
DB. 582 PG. 756
T.M. 65-A-54
RUBLE, RANDY LEE &
MARY F.
T.M. 65B-7-10
RUBLE, RANDY LEE &
MARY F.
T.M. 65-A-57
KAPLN, JOSHUA A.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65D-1-1
HENRIQUEZ MAJANO JOSE F., ETALS T.M. 65D-2-4
FELTNER, JEFFREY III
T.M. 65D-2-5
123 RENTALS LLC T.M. 65D-2-6
123 RENTALS LLC
T.M. 65D-2-7
ENDICOTT, KAITLYN
T.M. 65D-2-8
TAYLOR, MICKEY W. & TAYLOR, LISA A.
T.M. 65D-2-9
JENNINGS INVESTMENTS LLC
T.M. 65D-2-10A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65-A-55
US HOME CORPORATION
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.7+008+009+0010+0011+0012+00
13+00 14+00 15+00
16+00
17+00
1+002+003+004+007
+
0
0LOT 123LOT 36LOT 38
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 127LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119
LOT
39
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129L
O
T
7
5
L
O
T
7
6
L
O
T
7
7
L
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7
8
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)
7
+
7
1
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8
90+00TUNNEL PLAYGROUND
SET
SWING SET
COMPOSITE
C
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)18+37.7819+002
0
+
0
0
21
+
0
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+
6
7
.
5
718+32.93COMPOSITE B
COMPOSITE B
COMPOSITE B COMPOSITE BCOMPOSITE B"A""A"
"B"
"B"
"C"
"C"
"D"
"D"
"E"
"E"
"G"
"G"
"F"
"F"
2:1
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BF= 46.58
Buried
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BF= 46.87
Buried
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1
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6
6
Buried
54.99
GAR=
FF= 47.19
SLAB
46.69 GAR=
FF= 50.20
SLAB
49.70
GAR=
FF= 53.40
SLAB
52.90
GAR=
FF= 55.74
SLAB
55.24 GAR=
FF= 56.78
SLAB
56.28
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BF=48.17
Buried
56.50
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BF= 47.6
9
Buried
56.02
GAR=GAR=GAR=GAR=GAR=
FF= 45.7
7
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2
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43.95GAR=FF= 42.60BF= 32.45Buried40.78GAR=GAR=GAR=8.1%8.2%8.3%8.2%8.2%8.3%7.9%8.1%6.9%5.5%5.6%6.2%
8.8%
8.2%
8.2%
7.5%
7.2%7.9%
8.0%
7.2%
2.8%
2.8%
2.7%
3.3%4.5%3.1%4.0%2.7%FF= 43.80SLAB45.17FF= 46.50SLABFF= 44.80SLABFF= 45.67SLAB44.3043.3046.00FF= 47.82SLAB47.3248.797.4%
7.2%
6.5%
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8.0%7.2%4
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42 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" 30
18
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 24MATCH LINE SHEET 21 MATCH LINE SHEET 21 MATCH LINE SHEET 19MATCH LINE SHEET 19NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-59A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65D-3-4-54
MCDONALD R G PROPERTIES LC
D.B. 966 PG. 1528
T.M. 65D-4-5-71
HOLTHAUS, CHRISTOPHER W. &
MARTINEZ, GABRIELA
T.M. 65D-5-6-76
MCKEE, RICHARD VAUGHN
& MCKEE, DAWN
T.M. 65D-5-6-77
KAWSAR, AFLATOON
T.M. 65D-5-6-78
STUIT, DANA R. & STUIT THERESA L.
T.M. 65D-5-6-79
STOUPA, MICHAEL,
& STOUPA, ASHLEY
T.M. 65D-5-6-80
TIFFANY, KEITH OLIVER
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2.5%2.2%2.2%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22GRADING PLANRev. No.Date
15 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1 30
19
03-09-2021
INT
21-05
88
3924L
MAT
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NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
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86 79628 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
12 12-1-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" 30'
20
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 18
MATCH LINE SHEET 21MATCH LINE SHEET 21MA
T
C
H
L
I
N
E
S
H
E
E
T
2
4
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
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8.4%
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468021 00
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20 60
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41 01
40 36
29 44
33 88
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31 86
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620630638638 640
642 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22GRADING PLANRev. No.Date
08 02-21-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" 30
21
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 18
MATCH LINE SHEET 20MATCH LINE SHEET 20NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H:1V TO PREVENT EROSION.
T.M. 65-A-49B
US H
O
ME
C
O
RP
O
RATI
O
N
18.59 AC
INST# 22 0001195ZONE:
RP
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Buried
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16 7722
67 892185298679151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
12 12-1-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" 30'
22
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 23MATCH
L
INE
SHEET
2
0
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
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T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97
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Q 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22GRADING PLANRev. No.Date
10 09-15-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" 30'
23
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 19
MATCH LINE SHEET 24MATCH LINE SHEET 22
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
T.M. 65-A-55US HOME C
ORP
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O
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55.24 AC
INST# 20 0008114ZONE: RP
THORNTON WAY
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17+00
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20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+
0
0
4+0
0
5+00
6+00 7+00 8+00 9+00
10+00
11+00
12+0
0 13+005+001+002+003+00
4+005+006+007+00
LOT 26
L
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3
6
LO
T
3
8
LOT 43
LOT 46
LOT 1
0
9
LOT
1
0
8
LOT
4
7
LOT
4
8
LOT 95LOT
1
0
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LOT 152
LOT 55
LOT 54
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 3
0
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3
1
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LOT 3
9
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LOT 40
LOT 41
LOT 42 LOT 44
LOT 45
LOT 110 LOT 49LOT 107LOT 62
LOT 63LOT 64
LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75
LOT 76LOT 77LOT 78LOT 79
LOT 80
LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94
LOT 65
RECREATION AREA
RECREATION AREA
TYE CT
.
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FIELD LOCATED
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FF= 42.40
Arcadia IU
FF= 41.74
REV REV
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REV Tyndale-IU
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Tyndale-IU
REV Tyndale-IU
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REV Tyndale-IU
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REV Tyndale-IU
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GAR=
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7
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Arcadia IU
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REV
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REV
Arcadia IU
FF= 41.07
REV
Arcadia EU
FF= 40.40 Arcadia EU
FF= 39.90
Arcadia IU
FF= 39.90
REV REV
Arcadia IU
FF= 39.24
REV
Arcadia IU
FF= 39.24
REV
Arcadia IU
FF= 38.57
REV
Arcadia EU
FF= 38.57 Arcadia EU
FF= 37.10
Arcadia IU
FF= 36.43
REV
REV
Arcadia IU
FF= 35.77
REV
Arcadia IU
FF= 35.10
REV
Arcadia IU
FF= 34.43
REV
Arcadia EU
FF= 33.77 Arcadia EU
FF= 33.37Arcadia IUFF= 32.70REVREVArcadia IUFF= 32.03REVArcadia IUFF= 31.37REV Arcadia IUFF= 30.70REVArcadia EU
FF= 28.70Arcadia IUFF= 30.03REVArcadia IUFF= 29.37REVFF= 42.47 FF= 41.13 FF= 40.47 FF= 40.47FF= 41.80FF= 42.47FF= 43.14 FF= 39.88 FF= 37.88 FF= 37.22 FF= 36.55FF= 38.55FF= 39.22FF= 39.88
FF= 56.73BF= 46.58BuriedGAR=
FF= 57.02
BF= 46.87
Buried55.20GAR=
FF= 5
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49.09
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FF= 47.71
BF= 37.56
Buried
45.89
GAR=
FF= 44.31
BF= 34.16
Buried
42.49
GAR=
FF= 41.11
BF= 30.96
Buried
39.29 GAR=
FF= 37.91
BF= 27.76
Buried
36.09
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FF= 34.60
BF= 24.4
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Buried
32.78
GAR=
FF= 32.
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28.03
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56.02GAR=
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24.79
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1%8.4%6.2%2.9%6.6%7.6%6.4%4.1%4.1%3.9%3.8%4.2%3.8%3.8%6.9%
5
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7%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4
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GAR=
35.93
GAR=
35.27
GAR=34.60
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GAR=33.27
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41.24
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40.57
GAR=
40.57
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GAR=652644642640638636634632630628626624624628626626624638636634632630650648646644642640638634632630628626624622654628
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1.2%
2.5%2.2%2.2%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22GRADING PLANRev. No.Date
15 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" 30'
24
03-09-2021
INT
21-05
88
3924LMA
TCH
L
IN
E
SHEE
T
1
8
MATCH LINE SHEET 18MA
TCH
L
IN
E
SH
E
E
T
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H
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ET 19MATCH LINE SHEET 20
MAT
C
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L
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E
S
H
E
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T
23
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET FOR LOTS 110-124
AND 144-147 FOR SWM PURPOSES.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.7+008+009+0010+0011+0012+00
13+00 14+00 15+00
16+00
17+00
1+002+003+004+007
+
0
0LOT 123LOT 36LOT 38
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 12620' FREDERIC.
WATER ESMT.
FREDERIC. WATER
ESMT.
FREDERIC.
WATER ESMT.LOT 127LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129L
O
T
7
5
L
O
T
7
6
L
O
T
7
7
L
O
T
7
8
L
O
T
7
9
L
O
T
8
0
R
E
C
R
E
A
T
I
O
N
A
R
E
A
T
Y
E
C
T
.
20' FREDERIC.
WATER ESMT.
20' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
25' STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
FREDERIC. WATER ESMT.
E; FW PS-TO BE
DEMOLISHED
SEE NOTES ON
SHEET 25
(
P
R
I
V
A
T
E
)
35' RIPARIAN
BUFFER
STORM
DRAINAGE
ESM'T
7
+
7
1
.
8
90+00STORM
DRAINAGE
ESM'T
TUNNEL PLAYGROUND
SET
SWING SET
COMPOSITE
C
STORM
DRAINAGE
ESM'T
FREDERIC. WATER
ESMT.
FREDERIC. WATER
ESMT.
STORM
DRAINAGE
ESM'T
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)18+37.7819+002
0
+
0
0
21
+
0
0
21
+
6
7
.
5
718+32.93COMPOSITE B
COMPOSITE B
COMPOSITE B COMPOSITE BCOMPOSITE BTIE TO E;TENSION
SHOWN IN ROSSUM
LANE PIP
TEE 3 GV'V
45 BEND
TIE TO E;ISTING
TEE 3 GV'V
TEE 3 GV'V
TEE GV
TEE 3 GV'V
TEE
G
V
22.5
B
E
N
D
45
B
E
N
D
TEE GV
TEE GV
2 45
BENDS
11.25
BEND
SEE ROSSUM LN PIP
FOR CONTINUATION
FH
FH
FH
FH
8" W/L-A0+001+002
+
0
0
2
+
7
4
.
7
3
8" W/L-C
8" W/L-C
8" W/L-C
7+008+009+0010+0011+
0
0
12+00
13+00 14+00 15+00
16+00
17+00
8" W/
L-
B
0+00
1+0
0
1+2
5.
2
3 0+001+002+003+004+005+000+00
1+00
2+00
3+00
8" W/L-E
8" W/L-E
8" W
/
L
-
F
8" W
/
L
-
F0+001+002
+
0
0
3
+
0
0
4+005+006+007+00E;ISTING WATER
MAIN SHALL BE
RESTRAINED TO
CURRENT
RE4UIREMENTS30'30' ROW PER
DB 206 PG. 459
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN LAT
(TYP)
DEMO
POWER
POLE
WM (TYP)
WM (TYP)
DEMO
POWER
POLE
WM (TYP)
AIR
RELEASE
VAVLE
WM (TYP)151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2022
1"=30'
25
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 24MATCH LINE SHEET 28 MATCH LINE SHEET 28 MATCH LINE SHEET 26SANITARY SEWER PUMP STATION DEMOLITION AND BY-PASS PUMPING NOTES:
1.PREPARE A BRIEF PUMP STATION DEMOLITION AND PUMP AROUND PLAN AS WELL AS
COORDINATION OF NEW WOR. ACCEPTANCE PRIOR TO PUMP STATION DEMOLITION.
2.COORDINATE A MEETING WITH THE FREDERIC. WATER INSPECTOR AT COMMENCEMENT OF
LAND DISTURBANCE AND ALSO AT LEAST (7) WOR.ING DAYS PRIOR TO PUMP STATION
DEMOLITION AND BY-PASS PUMPING TAS..
3.SUPPLY NECESSARY LABOR E4UIPMENT AND MATERIALS TO FREDERIC. WATER INSPECTOR'S
RE4UIREMENTS.
4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TAS.S PER FREDERIC. WATER
INSPECTOR'S RE4UIREMENTS.
5.PROVIDE SALVAGED MATERIALS TO FREDERIC. WATER INSPECTOR.
6.RESHAPE INVERT AND SEAL NEW PIPE CONNECTION TO MANHOLE.
7.DEMOLISH E;ISTING WET WELL AND ASSOCIATED PUMP STATION COMPONENTS TO 12"
MINIMUM BELOW INVERT OF NEW SEWER LINE.
8.PLACE COMPACTED CLEAN STONE FILL WITHIN WET WELL TO SUBGRADE OF NEW SEWER LINE.
9.PERFORM ALL WOR. PER FREDERIC. WATER'S INSPECTOR'S RE4UIREMENTS.
NOTES:
1.E;TEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65D-1-3-37A
GLENMONT VILLAGE ASSOCIATION
D.B. 583 PG. 137
T.M. 65D-3-4-59A
GLENMONT VILLAGE ASSOCIATION
D.B. 614 PG. 802
T.M. 65D-3-4-53
WAMPLER, JORDAN K. &
PORTER, MAKAYLA A.
T.M. 65D-3-4-54
MCDONALD R G PROPERTIES LC
D.B. 966 PG. 1528
T.M. 65D-4-5-71
HOLTHAUS, CHRISTOPHER W. &
MARTINEZ, GABRIELA
T.M. 65D-5-6-76
MCKEE, RICHARD VAUGHN
& MCKEE, DAWN
T.M. 65D-5-6-77
KAWSAR, AFLATOON
T.M. 65D-5-6-78
STUIT, DANA R. & STUIT THERESA L.
T.M. 65D-5-6-79
STOUPA, MICHAEL,
& STOUPA, ASHLEY
T.M. 65D-5-6-80
TIFFANY, KEITH OLIVER
FRAS
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J
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NYLOPLAST
DUCTILE IRON
DO NOT PO
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NYLOPLAST
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S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
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S
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O
W
A
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NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
NS TO WATER
W
A
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S
LEH
IGH
DR
.
HOP
KI
N
S
W
A
Y
18+0
0
19+
0
0
20
+
0
0
2
1
+
0
0
2
2
+
0
0
2
3
+
0
0
2
4
+
0
0 1+002+003+00
4+00
6
+
0
0
7
+
0
0
L
O
T
2
6
LOT
21
LOT
2
0
LO
T
1
9
LO
T
1
8
L
O
T
1
7
L
O
T
1
6
L
O
T
1
5
LO
T
1
4
LO
T
1
3
LOT
1
2
LOT 1
1
LOT 10
L
O
T
1
5
2
LOT
2
3
LO
T
2
4
L
O
T
2
5
L
O
T
2
7
LO
T
2
8
LO
T
2
9
LOT
3
0
L
O
T
7
5
L
O
T
7
6
L
O
T
8
1
L
O
T
8
2
L
O
T
8
3
L
O
T
8
4
L
O
T
8
5
L
O
T
8
6
L
O
T
8
8
L
O
T
8
9
L
O
T
9
0
L
O
T
9
1
L
O
T
9
2
L
O
T
9
3
HOP
KI
N
S
W
A
Y
STORM
DRAINAGE
ESM'T
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 17'
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
SLOPE
MAINTENANCE
AND STORM
EASEMENT
SLOPE MAINTENANCE AND
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
L
O
T
8
7
STORM
DRAINAGE
ESM'T
GV,
R
E
M
O
V
E
P
L
U
G
,
TIE
T
O
E
X
I
S
T
I
N
G
TEE, GV
FH
8" W
/
L
-
C
18
0
0
19
0
0
20
0
0
2
1
0
0
2
2
0
0
230024004
0
0
5
0
0
8
"
W
/
L
-
F
100
200
30
0 4008" W
/
L
-
G
RES
T
R
A
I
N
E
X
I
S
T
I
N
G
W
A
T
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N
P
E
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C
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R
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N
T
REQ
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I
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M
E
N
T
S
SAN
LAT
SAN LAT
(TYP)
DEM
O
L
I
S
H
STR
U
C
T
U
R
E
SAN
LAT
(TY
P
)
WM (TYP)
SAN LAT
(TYP)
WM (TYP)
WM (TYP)
AIR
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E
L
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A
S
E
VAL
V
E 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
15 07-05-2023
1"=30'
26
03-09-2021
INT
21-05
88
3924L
MAT
C
H
LI
N
E
S
H
E
E
T
3
0MATCH LINE SHEET 25MA
T
C
H
L
I
N
E
S
H
E
E
T
1
8
55.24 AC
INST# 20 0008114
ZONE: RP
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724
NYLOPLAST
DUCTILE IRONDO NOT POLLU
T
E
D
R
A
I
NS TO WATER
W
A
Y
S
T
H
O
R
N
T
O
N
W
A
Y
LEHIGH DR.2
5
+
0
0
2
6
+
0
0
27+0028+0029+0030+007
+
0
0
8
+
0
0
9
+
0
0
10
+
0
0
11+0
0
12+00
13+00
14+00 15+00
16+00
5+00
1+002+00
3+00
4
+
0
0
5
+
0
0
L
O
T
1
1
4
L
O
T
4
3
LO
T
4
6
LOT
1
0
9
LOT 10
8
LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96
LOT
9
5
LOT 56LOT 57LOT 58LOT 59LOT 60
LOT 61 LOT 55
28' FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.LOT 53LOT
5
4
LO
T
2
2
L
O
T
4
0
L
O
T
4
1
L
O
T
4
2
L
O
T
1
1
3
L
O
T
4
4
L
O
T
1
1
2
L
O
T
1
1
1
LO
T
4
5
LO
T
1
1
0
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105
LOT 104
LOT 103
LOT 62
L
O
T
6
3
L
O
T
6
4
L
O
T
6
6
L
O
T
6
7
L
O
T
6
8
L
O
T
6
9
L
O
T
7
0
L
O
T
7
1
L
O
T
7
2
L
O
T
7
3
L
O
T
7
4
L
O
T
7
5
L
O
T
9
2
L
O
T
9
3
L
O
T
9
4
L
O
T
6
5
R
E
C
R
E
A
T
I
O
N
A
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E
A
TY
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C
T
.
20' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
F
O
R
E
B
A
Y
#
3
FOCALPOINT
TYE
C
T.(PRIV
A
T
E)
(PR
I
V
A
T
E
)
35' RIPARIAN
BUFFER
30+29.850+00
5+59.
8
3
16+50.56
20' STORM
DRAINAGE
ESM'T
TUNNEL
PLAYGROUND
SET
SWING SET
STORM
DRAINA
G
E
ESM'T
STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
20' STORM
DRAINAGE
ESM'T
HANDRAIL
(VDOT HR-1)
OR EQUAL
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
CLASS 1A
(10X5) RIP
RAP
COMPOSITE D
COMPOSITE D
COMPOSITE D
COMPOSITE C
HANDRAIL
(VDOT HR-1)
COMPOSITE C COMPOSITE C
STORM
DRAINAGE
ESM'T
FI
E
L
D
L
O
C
A
T
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D
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L
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C
T
R
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FI
E
L
D
L
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D
E
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T
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N
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FI
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CROSS,
4 GV's
TEE, 3 GV's
TEE, GV
TEE,
GV
TEE, GV
TEE, GV
45° AND
11.25°
BENDS
DUAL 22.5°
BENDS
45° AND
11.25°
BENDS
FH
FH
FH
8" W/L-C
8" W/L-C2500260027002800290030008
0
0
9
0
0
1
0
0
0
11
0
0
120
0
1300
1400
1500
1600
1700
1734.8
1
6
0
0
7
0
0
800 900
100
0
109
4.
5
9
8" W/L-E
8" W/L-E
8" W/L-E
8
"
W
/
L
-
F
8"
W
/
L
-
F
8" W/
L-
F
000
100
8" W/L-G
1
7
0
0
1
8
0
0
1
9
0
0
2
0
0
0
2100 2200 2300 2400
2500
2600262
3
.
2
4
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN LAT
(TYP)
SAN
LAT
(TYP)
APPROX LOC
TRANSFORMER
FOR PS
70'-8"
STUB W/
FLUSHING
ASSY
FH
SAN
LAT
(TYP)
WM
(TYP)
SAN
LAT
(TYP)
WM
(TYP)
WM
(TYP)
WM
(TYP)
WM
(TYP)
WM
(TYP)
MANHOLE TO
HAVE RAVEN
COATING
MANHOLE TO
HAVE RAVEN
COATING
MANHOLE
TO HAVE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1" 30'
27
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 25
MATCH LINE SHEET 21MATCH LINE SHEET 21MA
T
C
H
L
I
N
E
S
H
E
E
T
2
4
NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
2.CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS
TO FREDERICK WATER FACILITIES PER FREDERICK
WATER'S INSPECTORS REQUIREMENTS.
T.M. 65-A-56
GRANADOS, MEMBRENO
JOSE MARBIN
T.M. 65-A-60
LAFOND, DANIEL P. &
JENIFER
T.M. 65-A-62
ROLES, DONALD L.
T.M. 65-A-63
FELTNER, PAT O. &
PAMELA H.
T.M. 65-A-70
PUFFINBURGER, PAUL R.
T.M. 65-A-66
FEATHERS, VICKY LYNN &
RICHARD A.
DB. 957 PG. 979
T.M. 65-A-65
SPEAKMAN, DONALD R. &
KAREN M.
T.M. 65-A-71
CATHY M. MALICK C/O
CAPON VALLEY BANK /
LOAN DEPARTMENT
T.M. 65-A-72
EFG INVESTMENTS LLC
DB. 955 PG. 724LEHIGH DR.MENASHA C
T
.1+002+003+004+005+006+005
+
0
0
6
+
0
0
LOT 132LOT 133LOT 138LO
T
1
4
4
LO
T
1
4
5
LO
T
1
4
6
LO
T
1
4
7
L
O
T
1
4
8
LOT 149LOT 150LOT 14028' FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.
FREDERICK
WATER ESMT.LOT 119
LOT
39
LOT 118
LO
T
1
1
7
L
O
T
1
1
6
L
O
T
4
0
L
O
T
1
1
5LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139RETAINING
WALL W/
HANDRAIL
LOT 142LOT 14320' FREDERICK
WATER ESMT.
20' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
35' RIPARIAN
BUFFER
0+00
1+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
4
+
3
1
.
2
9
0+00STORM DRAINAGE
ESM'T LOT 151STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
25' FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
FREDERICK
WATER ESMT.
STORM
DRAINAGE
ESM'T
STORM
DRAINAGE
ESM'T
RETAINING
WALL W/
HANDRAIL
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
DOWNSPOUT
LEADER (TYP)
COMPOSITE B
COMPOSITE D
COMPOSITE B
COMPOSITE B
COMPOSITE C
COMPOSI
T
E
B
C
O
M
P
O
S
I
T
E
BCOMPOSI
TE
BCOMPOSI
TE
BLEXINGTON 1105MODIF
IED
COMPOS
ITEMODIFIEDCOMPOSITE10' FREDERICK
WATER ESMT.
10' FREDERICK
WATER ESMT.
TEE, 3 GV's
TEE, 3 GV's
22.5° BEND
TEE, 2
GV's, BLIND
FLANGE
REDUCER,
GV
45° BEND
45° BEND
11.25° AND
22.5° BENDS
45° AND
22.5° BENDS
FH
FH
8" W/L-C
8" W/L-C
000100200300400500600000
1
0
0
2
0
0
3
0
0
4
0
0
486.57
8" W/L-D
8" W/L-D 5006
0
0
7
0
0
000
8" W
/
L
-
E7008009
0
0
1
0
0
0
1
1
0
0
1
2
0
0
130
0
140
0
150
0
160
0
SAN LAT
(TYP)
SAN
LAT
(TYP)
PROPOSED
SLEEVE FOR
PRIVATE WATER
SERVICE
20'-8"
STUB W/
FLUSHING
ASSY
FUTURE WATER
SERVICE LINE
WM
(TYP)
SAN
LAT
(TYP)
WM
(TYP)
WM
(TYP)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2022
1" 30'
28
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 25
MATCH LINE SHEET 27MATCH LINE SHEET 27NOTES:
1.EXTEND DOWNSPOUT LEADER TO DRAIN TO STREET
FOR LOTS 110-124 AND 144-147 FOR SWM PURPOSES.
T.M. 65-A-49B
US H
O
ME
C
O
RP
O
RATI
O
N
18.59 AC
INST# 22 0001195ZONE:
RP
NYLOPLAST
DUCTILE I
R
ON
DO NOT POLLUT
E
DRA
I
N
S TO
WAT
E
R
WAY
S
NYLOPLA
ST
DUCTILE
I
R
O
NDO NOT POLLUTE
D
R
A
INS
T
O
WA
T
E
RW
A
Y
S
NYLOPLAST
DUCTILE I
R
O
N
DO NOT POLLUT
E
DR
A
I
N
S TO
WAT
ERWA
Y
S
NYLOPL
A
ST
DUCTILE IR
O
NDO NOT POLLUT
E
D
RAINS
T
O WA
T
E
RW
A
Y
S
LE
H
I
G
H
D
R
.
27
+
0
0
28
+
0
0
29
+
0
0
30
+
0
0
14+0015+0016+00LOT 50
L
O
T
9
9
LO
T
9
8
LO
T
9
7
LOT
9
6
FREDERICK
WATE
R ES
MT.
LO
T
5
3
LOT 51LOT 52LOT 106LOT 105LOT 104LOT 10310,
9
9
3
S
F
9,003 SF 9,764 SF12,085 SF9,752 SF 9,748 SF 10,722 SF11,088 SF10
,
4
1
5
S
F
10
,
4
1
5
S
F
10,
8
4
3
S
F
11,1
5
0
S
F
STORM
DRAINA
GE
ESM'TFREDERI
CK
WATERESM'T
30
+
2
9
.
8
516+50.56STORM
DRAINAGE
ESM'TSTORM
DRAINAGE
ESM'TSTORM
DRAINAGE
ESM'T20' STORM
DRAINA
GE
ESM'T20' STORM
DRAI
NA
GE
ESM'T
HAN
D
RAIL
(VDOT H
R-1)
OR E
Q
UAL
CLASS 1A(10X5) RIP
RAP
COMP
OSITE
D
COMP
OSITE
D
COMP
OSITE D
HAN
D
RAIL
(VDOT H
R-1)
GAR
A
G
E
3-CA
R
OPT.GARAGE3-CAROPT.GAR
A
G
E
GAR
A
G
E
GARA
GE GARAGEGARA
GE
GAR
A
G
E
GA
R
A
G
E
G
A
R
A
G
E
G
A
R
A
G
E
GA
R
A
G
E
STORM
DRAI
NA
GE
ESM'TTEE, 3
G
V'sTEE,
G
V
45° AND
11.25°BEN
D
S
PROP
O
S
E
D
PUMP
STATI
O
N8" W/L-
C
27
0
0
28
0
0
29
0
0
30
0
0
14
0
0 1500160017001734.818" W/L-
E 8" W/L-
E
24002500
26
0
0
2623.
2
4
SAN L
AT
(TYP)
SANLAT
(TYP)
APP
R
O
X L
O
C
TRAN
SF
O
R
M
E
R
FOR
P
S 70'-8"STU
B
W/FLUSHI
N
G
ASS
YFH
WM
(TYP)
WM
(TYP)
MANH
OLE T
O
HAVE RAVE
N
COATI
N
G
MANH
OLE T
O
HAVE RAVE
N
COATI
N
G
MANH
OLE
TO HAVE
RAVENCOATI
N
G 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
Rev. No.Date
12 12-01-2022
1" 30'
29
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 30MATCH
L
INE
SHEET
2
7
NOTES:
1.CONTRACTOR SHALL PROVIDE VEHICULAR ACCESS
TO FREDERICK WATER FACILITIES PER FREDERICK
WATER'S INSPECTORS REQUIREMENTS.
T.
M
.
6
5
D
-
5
-
6
-
8
0
TI
F
F
A
N
Y
,
K
E
I
T
H
O
L
I
V
E
R
T.M. 65D-5-6-81
FRASE, JERRY ROGER TRUS
T
E
E
FRASE, PATRICIA J. TRUSTE
E
T.M. 65D-5-6-82
PIERCE, JUSTIN
T.M. 65D-5-6-96
ALSBERRY, FRANK E.
& ALSBERRY, SUSAN L.
T.M. 65D-5-6-97
FRANTZ, DEBORA
H
J
U
N
E
FRIE
S
,
W
I
L
L
I
A
M
P
A
U
L
T
R
U
S
T
E
E
NYLOPLAST
DUCTILE IRON
DO NOT
P
O
L
L
U
TE
D
R
A
I
N
S
TO
W
A
T
E
R
W
AYS
NYLOPLAST
DUCTILE IRON
DO NOT POL
L
U
T
E
DR
A
I
N
S
T
O
WA
T
E
R
W
A
Y
SLEHIGH DR.HOPKINS WAY24+0025+0026+001+00
2+00
3+004+00
5+00
1+00
LOT 96LOT 95LOT 21LOT 20LOT 53LOT 54LOT 22LOT 2310,993 SF11,787 SF12,375 SF9,490 SF11,150 SF12,838 SF13,057 SF10,415 SFHOPKINS WAY
ST
O
R
M
D
R
A
I
N
A
G
E
ES
M
'
T
ST
O
R
M
D
R
A
I
N
A
G
E
ES
M
'
T
ST
O
R
M
D
R
A
I
N
A
G
E
ES
M
'
T
B
C
S
-
5
0
S
I
N
G
L
E
B
O
X
C
U
L
V
E
R
T
7'
S
P
A
N
X
6
'
R
I
S
E
6"
E
M
B
E
D
M
E
N
T
D
E
P
T
H
TY
P
E
I
W
I
N
G
W
A
L
L
S
CL
A
S
S
I
R
I
P
-
R
A
P
T
=
2
4
I
N
C
H
E
S
LE
N
G
T
H
=
3
5
'
CL
A
S
S
I
R
I
P
-
R
A
P
T
=
2
4
I
N
C
H
E
S
LE
N
G
T
H
=
1
7
'
TYE CT.
(PRIVATE)
SL
O
P
E
M
A
I
N
T
E
N
A
N
C
E
A
N
D
S
T
O
R
M
EA
S
E
M
E
N
T
SL
O
P
E
M
A
I
N
T
E
N
A
N
C
E
A
N
D
ST
O
R
M
E
A
S
E
M
E
N
T
0+00
5+59.83
0+00GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGE3-CAROPT.GARAGEGARAGEGARAGEC
R
O
S
S
,
4
G
V
'
s GV, REMOVE
P
LUG
,
T
IE
TO
EX
IST
ING
8"
W
/
L
-
C24002500260027001000
1094.59
8" W/L-F
000 100 200 300
400
500 510.48
8"
W
/
L
-
G
8
"
W
/
L
-GRESTRAIN
EX
IS
T
ING
WA
TERMAIN
PER
CURREN
TREQUIREMENTS
S
A
N
LA
T
(T
Y
P
)DEMOL
ISHSTRUC
TURE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2022
1"=30'
30
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 26
MATCH LINE SHEET 24MATCH LINE SHEET 29
HOPKINS WAY (PREVIOUSLY ROYCE WAY) BOX CULVERT NOTES:
1.THE STANDARD BOX CULVERT DESIGN TABLE IN THE PLANS IS FOR CIP (CAST IN PLACE) OPTION ONLY. A
PRECAST SUBSTITUTE IS NOT ALLOWED WITHOUT A PLAN REVISION ALONG WITH A PLAN REVIEW AND
APPROVAL BY VDOT.
2.IF PRECAST OPTION IS PROPOSED, A SEPARATE CULVERT DESIGN NEEDS TO BE SUBMITTED TO THE
BRIDGE OFFICE FOR REVIEW.
3.ALL CULVERT DESIGN NEEDS TO BE ACCOMPANIED WITH CORRESPONDING LOAD RATING. A BRASS
CULVERT DESIGN FILE AND BrR (XML) FILE IS REQUIRED FOR SUBMISSION CONSIDERING THIS PLAN
CONDITION. THIS IS APPLICABLE FOR BOTH THE CIP OR THE PRECAST OPTION.
4.IF THERE ARE ANY SIGNIFICANT CHANGES TO THE PLAN DESIGN, AN AS-BUILT PLAN WITH ITS LOAD
RATING SHOULD BE SUBMITTED TO THE BRIDGE OFFICE 2 WEEKS BEFORE THE STRUCTURE IS OPEN TO
TRAFFIC.
5.THE CONSTRUCTED PRODUCT NEEDS TO HAVE A FINAL SAFETY INSPECTION 2 WEEKS BEFORE THE
STRUCTURE IS OPEN TO TRAFFIC. PLEASE NOTIFY THE BRIDGE OFFICE IN ADVANCE TO SCHEDULE THE
AFOREMENTIONED INSPECTIONS.
THORNTON WAY
LEHIG
H
D
R
.
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
3+
0
0
4+0
0
5+00
6+00 7+00 8+00 9+00
10+00
11+00
12+0
0 13+005+001+002+003+00
4+005+006+007+00
LOT 26
L
O
T
3
6
LO
T
3
8
LOT 43
LOT 46
LOT 1
0
9
LOT
1
0
8
LOT
4
7
LOT
4
8
LOT 95LOT
1
0
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LOT 152
LOT 5520' FREDE
RI
C.
WATE
R ES
MT.FREDERI
C.
WATE
R ES
MT.FREDERIC.
WATE
R ES
MT.
LOT 54
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 3
0
LOT
3
1
LOT
3
2
L
O
T
3
7
LO
T
1
2
0
LOT
1
1
9
LOT 3
9
LOT
1
1
8
LOT 40
LOT 41
LOT 42 LOT 44
LOT 45
LOT 110 LOT 49LOT 107LOT 62
LOT 63LOT 64
LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75
LOT 76LOT 77LOT 78LOT 79
LOT 80
LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94
LOT 65
RECREATION AREA
RECREATION AREA
TYE CT
.
TYE CT.20' FREDERIC.
WATE
R ES
MT.STORM
DRAINA
GE
ESM'TSTORM
DRAINA
GE
ESM'TSTORM
DRAI
NA
GE
ESM'TSTORM
DRAINAGE
ESM'TSTORM
DRAINA
GE
ESM'T
FOREBAY #3 FOCALP
OI
NT TYE CT.(PRIVATE)(PRIVA
T
E
)
(PRIVATE)7+71.89 0+005+59.83STORM
DRAINA
GE
ESM'TSTORM
DRAINA
GE
ESM'T20' STORM
DRAINA
GE
ESM'TTUNNEL
PLAYGROU
N
D
SETSWIN
G SETTUNNEL PLAYGRO
U
N
D
SETSWIN
G SET
CO
M
P
O
S
I
T
E
C STORM
DRAI
NA
GE
ESM'T
STOR
M
DRAI
N
A
G
E
ESM'
T STORM
DRAINA
GE
ESM'T20' STORM
DRAINA
GE
ESM'TDOWNSP
OUT
LEADER (TYP)
DOW
NSP
O
UT
LEADER (TYP)DOWNSP
OUT
LEADER (TYP)LEADER (TYP)COMP
OSITE
C
COMP
OSITE
C
LOT 87 STORM
DRAINA
GE
ESM'T
COMP
OSITE
C
FIELD LOCATED
ELECTRIC
TRANSFORMER
FIELD LOCATED
ELECTRIC
TRANSFORMER
FIELD LOCATED FH
FIELD LOCATED
TELEPHONE PEDESTAL
FIELD LOCATED
TELEPHONE
PEDESTAL
CRO
S
S4 GV'VTEE
G
VTEE
G
V
TEE 3
G
V'V
TEE
G
V
22.5
B
E
N
D
45 B
E
N
D
TEE
GV TEE
G
V
FH
FH
FH FH
FH FH
8" W/L-
C
17+0
0
18+00
19+00
23+00
24+00
25+00
26+00
4+
0
0
5+00
6+00 7+00 8+00 9+00 10+00
11+00
12+0
0
13+0
0
0+001+002+003+004+00 5+00 6+00 7+00
8+00 9+0010+0010+94.598" W/
L
-
E 8" W/L-
E
8" W/
L
-
F
8" W/
L
-
F
8" W/L-F 8" W/L-F 8" W/L-F0+008" W/L-
G
SAN L
AT
(TYP)
SAN L
AT
(TYP)
SAN L
AT
(TYP)
SAN L
AT
(TYP)
SAN L
AT
(TYP)
SAN
SANLAT
(TYP)
SAN
LAT
(TYP
)
WM (T
Y
P)
SAN L
AT
(TYP)
WM (T
Y
P)
WM
(TYP)
SANLAT
(TYP)WM
(TYP)
WM
(TYP)
WM
(TYP)
AIR R
E
L
E
A
S
E
VALV
E 151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
15 07-05-2023
1"=30'
31
03-09-2021
INT
21-05
88
3924LMA
TCH
L
IN
E
SHEE
T
2
5
MATCH LINE SHEET 25MA
TCH
L
IN
E
SH
E
E
T
2
6
MAT
C
H LI
N
E
S
H
E
ET 26
MATCH LINE SHEET 27
MAT
C
H
L
I
N
E
S
H
E
E
T
2
9
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WA
T
E
R
W
A
Y
SCOMPOSITE C
COMPOSIT
E
B
COMPOSIT
E
D
COMPOSIT
E
B
COMPOSIT
E
B
COMPOSIT
E
D
COMPOSITE
D
COMPOSITE
D
COMPOSIT
E
B
COMPOSIT
E
B
COMPOSIT
E
C
COM
P
O
S
I
T
E
B
COM
PO
S
I
TE
BCOMPOSITE
BCOMPOSITE
B
COMPOSITE
C
COMPOSIT
E
C
COMPOSITE
C
LEXINGTON #1105MODIF
IED
COMPOS
ITEMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE BFI
E
LD
LO
C
A
TEDELEC
TR
I
C
TRAN
S
FORM
ER
FI
E
LD
LO
C
A
TED
E
L
E
C
T
R
IC
TRAN
S
FORM
ER
F
I
E
L
D
LOCA
T
ED
FH
F
IE
LD
LOCA
T
E
D
T
E
L
E
P
HO
N
E
P
EDES
T
A
L
F
IE
LD
LO
C
A
T
E
D
TE
LEPHON
E
PED
E
S
T
A
L
6' D
I
A
M
M
H
A
BLEHIGH DR.THORN
TON
DR
.
T
YE
DR
.
ROYC
E
D
R.LEHIGH
DR
.
RO
S
S
UM
L
N
.MENASHA CT
.LEHIGH DR.LEHIGH D
R
.
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
PROJECT SITE AREA FOR
VRRM COMPUTATIONS
WET POND
LEVEL 1
WET POND
LEVEL 1
FOCALPOINT
MANUFACTURED
TREATMENT
DEVICE -
FILTERING
DA=2.47 ACRES
RUNOFF REDUCTION
COMPLIANCE FOREST/
OPEN SPACE
RUNOFF REDUCTION
COMPLIANCE
FOREST/OPEN SPACE
RUNOFF REDUCTION
COMPLIANCE FOREST/
OPEN SPACEL99L98L
9
7
L96L95L94L
9
3
L92L
9
1
L90
L89L88L87
L86L85
L84
L
8
3
L
8
2L81L80L79L
7
8L77L
7
6L75L74L73L72L71L70
L69
L68L67L66L65L64L63L62L61
L
6
0
L59L58L57L56
L
5
5
L54L
5
3
L52L51L50L49
L48
L47L46L45L44
L43
L42L41L40
L3
9
L38L37L36
L
3
5
L34L33L32 L31
L30
L29
L28
L27
L26L25L24L23
L22 L21 L20 L19 L18L17L16 L15
L
1
4
L13L1
2
L
1
1
L
1
0
L9L8
L7 L6L5
L4 L3L2L1
LINE BEARING DISTANCE
L1 S 8027'11" E 798.83'
L2 S 1833'43" :288.37'
L3 S 3153'09" E 187.45'
L4 S 7523'27" :143.31'
L5 N 8529'50" :52.44'
L6 N 3038'37" :15.93'
L7 S 7046'09" :40.78'
L8 S 6429'53" :45.97'
L9 N 2411'02" :239.07'
L10 N 3708'51" :142.67'
L11 N 4211'25" :108.57'
L12 N 5453'20" :241.90'
L13 N 3500'36" :46.54'
L14 N 5145'10" :43.71'
L15 N 8206'54" :70.39'
L16 S 8748'53" :90.40'
L17 S 3659'17" :18.55'
L18 S 3244'09" :27.25'
L19 S 7455'07" :19.83'
L20 S 8913'19" :91.44'
L21 N 8145'41" :50.36'
L22 N 8824'38" :26.96'
L23 N 6652'53" :26.18'
L24 N 2205'46" :33.85'
L25 N 0721'24" :25.55'
L26 N 3230'47" E 31.07'
L27 S 7927'55" :62.45'
L28 N 7100'45" :109.64'
L29 N 7740'05" :52.67'
L30 N 7740'05" :24.34'
L31 N 6624'19" :40.69'
L32 S 7507'28" :60.48'
L33 N 1648'16" E 39.88'
L34 N 1648'16" E 68.58'
L35 S 5258'51" E 103.44'
L36 S 6751'36" E 22.19'
L37 S 8954'38" E 28.71'
L38 S 7433'02" E 28.38'
L39 S 6304'09" E 43.13'
L40 S 8027'12" E 30.85'
L41 S 8729'57" E 24.87'
L42 N 6328'37" E 18.21'
L43 N 8408'17" E 84.47'
L44 N 7905'34" E 47.16'
L45 S 1126'14" E 13.68'
L46 N 8038'01" E 32.13'
L47 N 1039'56" :14.54'
L48 N 7905'34" E 54.03'
L49 N 6501'19" E 37.71'
L50 N 3800'24" E 31.63'
L51 N 0652'11" E 43.34'
L52 N 1336'02" :48.30'
L53 N 4433'50" :82.35'
L54 N 1434'30" :49.69'
L55 N 4231'46" :40.94'
L56 N 7547'21" :80.21'
L57 N 2711'23" :56.83'
L58 N 0616'20" :291.31'
L59 N 1744'40" :102.78'
L60 S 3848'15" E 25.32'
L61 N 7046'09" E 50.00'
L62 N 0004'39" E 25.61'
L63 N 3750'53" E 139.64'
L64 S 1934'48" E 522.03'
L65 S 7141'25" E 266.19'
L66 S 1818'41" :293.60'
L67 S 1818'09" :62.20'
L68 S 1818'57" :96.24'
L69 N 6325'36" E 23.52'
L70 N 8231'32" E 39.82'
L71 S 0234'44" :73.02'
L72 S 0911'43" E 68.97'
L73 S 1723'14" E 48.94'
L74 S 2352'30" E 140.64'
L75 S 3630'59" E 84.15'
L76 S 4224'24" E 153.98'
L77 S 0350'09" :42.94'
L78 S 3637'24" E 40.28'
L79 S 3222'58" E 56.61'
L80 S 3222'58" E 30.73'
L81 S 2959'04" E 91.69'
L82 S 4521'06" E 121.76'
L83 S 4406'42" E 139.16'
L84 N 8038'41" :568.92'
L85 N 2448'19" E 44.84'
L86 S 7336'14" E 172.63'
L87 N 8808'36" E 89.83'
L88 N 1017'24" E 58.28'
L89 N 2715'27" :155.56'
L90 N 3535'08" :77.53'
L91 N 3924'19" :83.69'
L92 N 2804'31" :29.29'
L93 N 3616'58" :31.55'
L94 N 3409'57" :53.52'
L95 N 2712'54" :131.74'
L96 N 0725'48" :150.41'
L97 N 4217'35" :42.60'
L98 N 0636'33" E 47.08'
L99 N 2444'17" E 49.49'
LINE BEARING DISTANCE
LINE BEARING DISTANCE
S:M BMP PLANSENSENY 9ILLAGE SUBDI9ISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY 9IRGINIA151 :LQG\ HLOO LDQH:LQFKHVWHU 9LUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SER9ING 9IRGINIA :EST 9IRGINIAOFFICES IN: :INCHESTER 9A MARTINSBURG :9SDP NUMBER: #01-22
RHY. NR.DDWH
01 6-14-2021
1" = 100'
32
03-09-2021
INT
21-05
88
3924L
9RRM PRO-ECT SITE AREA LIMITS
DRAINAGE AREA LABELS
9RRM SITE AREA TREATED
BY BMP DE9ICES :ET
PONDS FOCALPOINT
BMP LEGEND
A B C D E
RUNOFF REDUCTION
COMPLIANCE FORESTOPEN
SPACE FOR BMP :ATER
4UALITY
IMPER9IOUS AREA
BUILDINGS ROADS ETC.
SITE BOUNDARY PARCEL
SOIL GROUP
SOIL GROUP LETTER
NOTES:
1.THE RUNOFF REDUCTION COMPLIANCE FORESTOPEN SPACE AREA SHO:N HEREON SHALL BE
MAINTAINED IN A FORESTOPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED S:M PLAN IS
APPRO9ED BY THE 9SMP AUTHORITY.
2.THE RUNOFF REDUCTION COMPLIANCE FORESTOPEN SPACE ARE THE UPLAND AREAS AD-ACENT
TO STREAM SEGMENTS "AB" "EF" AS IDENTIFIED IN THE :ETLAND REPORT. THE PROTECTED
FORESTOPEN SPACE IS SHO:N GRAPHICALLY ON THIS SHEET AND THE BOUNDARY DESCRIPTION
IS LISTED IN THE TABLES BELO:.
3.THE PROTECTED FORESTOPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN A
NATURAL 9EGETATED STATE. HO:E9ER THE FOLLO:ING ACTI9ITIES ARE ALLO:ED: FOREST
MANAGEMENT CONTROL OF IN9ASI9E SPECIES REPLANTING AND RE9EGETATING PASSI9E
RECREATION TRAILS LIMITED BRUSH HOGGING.
4.ALL AREAS THAT :ILL ARE CONSIDERED FORESTOPEN SPACE FOR RUNOFF REDUCTION SHALL BE
PROTECTED :ITH DOCUMENTATION THAT PRESCRIBES THE AREA :ILL REMAIN IN A NATURAL
9EGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDI9ISION CO9ENANTS AND
RESTRICTIONS DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS PARCEL OF
COMMON O:NERSHIP :ITH MAINTENANCE PLAN THIRD PARTY PROTECTI9E EASEMENTS :ITHIN
PUBLIC RIGHT-OF-:AY OR EASEMENT :ITH MAINTENANCE PLAN OR OTHER DOCUMENTATION
APPRO9ED BY THE LOCAL PROGRAM AUTHORITY.
BOUNDARY DESCRIPTION LINE TABLE FOR THE
PROTECTED FOREST OPEN SPACE - RUNOFF
REDUCTION COMPLIANCE
COMPOSITE C
COMPOSITE B
COMPOSITE D
COMPOSITE B
COMPOSITE
B
COMPOSITE D
COMPOSITE D
COMPOSITE D
COMPOSITE
B
COMPOSITE B
COMPOSITE
C
COMP
O
S
I
T
E
B
C
OM
P
O
S
I
T
E
BCOMPOSI
TE
BCOMPOS
ITE
B
COMPOSITE
C
COMPOSITE
C
COMPOSITE CMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE BSTUDY
POINT #4
STUDY
POINT #5
STUDY
POINT #3
STUDY
POINT #2
STUDY
POINT #1
TC FLO: PATH
TC FLO: PATH
TC FLO: PATH
TC FLO:
PATH
TC FLO:
PATHGRID MERIDIAN9A NORTH =ONE NAD1
ONSITE
2
ONSITE
ONSITE
ONSITE
5
ONSITE
1A
OFFSITEA
OFFSITE
A
OFFSITE
5A
OFFSITE
1B
OFFSITE
1C
ONSITE
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSGAR=FF= 17.65BF= 07.50W/O15.84GAR=FF= 53.00BF= 42.85W/O51.20COMPOSITE C
COMPOSITE B
COMPOSITE D
COMPOSITE B
COMPOSITE
B
COMPOSITE D
COMPOSITE D
COMPOSITE D
COMPOSITE
B
COMPOSITE
B
COMPOSITE
C
COMP
O
S
I
T
E
B
C
OM
P
O
S
I
T
E
BCOMPOSI
TE
BCOMPOS
ITE
B
COMPOSITE
C
COMPOSITE
C
COMPOSITE C
LEXINGTON #1105MODIF
IED
COMPOS
ITEMODIFIEDCOMPOSITECOMPOSITE BCOMPOSITE BFI
E
LD
L
OCA
T
E
D
E
L
E
C
T
R
I
C
T
R
A
N
S
FOR
M
E
R
FI
E
L
D
LO
C
A
T
E
D
E
L
E
C
T
R
I
C
T
R
A
N
S
F
ORM
E
R
FI
E
L
D
L
O
C
A
T
E
D
F
H
FI
E
L
D
LOC
A
T
ED
TE
L
E
P
HON
E
P
EDES
T
A
L
FI
E
L
D
LO
C
A
T
E
D
T
E
L
E
P
HO
N
E
P
ED
E
S
T
A
L
STUDY
POINT #4
STUDY
POINT #5
STUDY
POINT #3
STUDY
POINT #2
STUDY
POINT #1GRID MERIDIAN9A NORTH =ONE NAD
ONSITE
UNDETAINED
ONSITE
DETAINED
5
ONSITE
UNDETAINED
OFFSITE
UNDETAINED
OFFSITE
DETAINED
5
OFFSITE
UNDETAINED
ONSITE
UNDETAINED
1C
ONSITE
UNDETAINED
1
ONSITE
UNDETAINED
ONSITE
UNDETAINED
1A
OFFSITE
UNDETAINED
ONSITE
DETAINED
2
ONSITE
UNDETAINED
1B
OFFSITE
UNDETAINED
TC FLO: PATH
TC FLO: PATH
TC FLO: PATH
2
ONSITE
DETAINED
FOCALPOINT
:ET POND
LE9EL 1
:ET POND
LE9EL 1 151 :LQG\ HLOO LDQH:LQFKHVWHU 9LUJLQLD 2202THOHSKRQH: 50 2-15FD[: 50 22- 52ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SER9ING 9IRGINIA :EST 9IRGINIAOFFICES IN: :INCHESTER 9A MARTINSBURG :9SDP NUMBER: #01-22
RHY. NR.DDWH
01 -1-2021S:M PLANSENSENY 9ILLAGE SUBDI9ISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY 9IRGINIA1"=250'
0-0 -2021
INT
21-05
2L
STORM:ATER MANAGEMENT BEST MANAGEMENT PRACTICES SUMMARY
THE :ATER 4UALITY RE4UIREMENTS :ILL BE MET BY THE PROPOSED LE9EL 1 :ET
PONDS A FOCALPOINT BMP AND UTILI=ING FORESTOPEN SPACE AND PURCHASING
OFFSITE NUTRIENT CREDITS. THE STORM :ATER RE4UIREMENTS CHANNEL AND
FLOOD PROTECTION :ERE MET BY THE PROPOSED :ET PONDS FOR STUDY POINT 2
. STUDY POINTS 1 5 HA9E REDUCED DRAINAGE AREAS TO MEET STORM :ATER
RE4UIREMENTS.
SITE BOUNDARY
DRAINAGE AREA LABELS
DRAINAGE DI9IDES
ONSITE DRAINAGE AREAS
TREATED BY S:M DE9ICE
S:M LEGEND
1-
OFFSITE DRAINAGE AREAS
TO S:M DE9ICE
UNCONTROLLED
T.M. 65-A-
7
2
EFG INVE
S
T
M
E
N
T
S
L
L
C
DB. 955 P
G
.
7
2
4
3:
1
3:1
3:13:13:1FF=45.81BF= 35.66W/O43.99GAR=GAR=GAR=GAR=GAR=GAR=2.7
%FF= 43
.59BF= 33
.44W/O41.77FF= 39
.49BF= 29
.34W/O37.67FF= 36
.52BF= 26
.37W/O34.70
6.2%
6.9%
6.1%5.4%FF= 47.97BF= 37.82Buried46.158.1%
7.8%FF= 44.48BF= 34.33W/O7.5%
3.00%42.66634
636
638
640
642
626
632
630
640
638
636
634
642
644
642
640 6426406346306286266246226386366326
2
0
62
2
6
1
6
613.5
6
1
8
6
2
1
62
6642
62
6
.
2
4
63
0
63
2
644
614
614.5
615
615.5
6
3
2
6
3
0
6
2
8
6
2
6
6
2
4
620626624622624622618616614612610608606604602600626630
628
632
634636
638640 632630626.24626.
2
4
6
2
2
6
2
4
6
2
6
6
2
8
6
3
0
6
3
2
6
3
4
6
3
6
6
3
8
640
642
628
626
6
3
4646
642
644
61
2
614
61
6
618
620
622 62462663063
2
626
636
646
648
628
630
632634640
638
2821INV2754402940702540EP/LP
21 00
21 00
21 00
21 00
13 00
INV
95 50
INV
20 60
INV3020INV2344INV4101
40 36 3965353532444131327737213424257030
043671337040812
8
6
1
3
1
5
04070286740384185433645694410451943204377
42 24
40 71
336640844119435340604080408442202738350031502570252028172
4
5
2
2934364033003082
2
7
97
28
23
27
270925 8131004410 26688050'
50'
50'LEHIGH DR.MENASHA CT
.2+003+004+008' B
R
L25' BRL25' BRL8' BRL 20' BRL20' BRL25' BRL20' BRL
8' BR
L
25' BRL20' BRL
8' BR
L
8' BR
L
25' BRL
25' BR
L
8' BR
L
8' B
R
L
8' B
R
L
8' BRL25' BRL25'
BRL
8' BR
L
8' BR
L
25' BRL
8'
BRL74.3'74.3'74.3'142.6'114.1'143.9'61.7'110.
0
'71.8
'
118.1'
118.0'71.8
'
118.0
0'71.8
'71.8
'
144.2'41.3
'89.1'90.1'71.8
'
7
3
.
4
'
48.0'20.6'34.1'11,147 SF11,142 SF8,817
SF8,476
SF9,476
SF9,417
SF11,211 SF11,849 SFCG-12B
INGRESS/
EGRESS
ESMT5' SIDEWALK5' SIDEWALK5' S
IDEWALK5' S
IDEWALK17.0'TYP.17.0
'TYP.17.0'TYP.1
+
0
0
2+003+004+004+31.290+00RIGHT OF
W
A
Y
C
O
N
T
I
N
U
E
D
T
O
P
R
O
P
E
R
T
Y
L
I
N
E
F
O
R
F
U
T
U
R
E
INTERPAR
C
E
L
C
O
N
N
E
C
T
I
O
N
P
E
R
P
R
O
F
F
E
R
#
B
125' BRL25' BRL8' BRL
STORM D
R
A
I
N
A
G
E
ESM'T35'R35'R35'
R
48'R
CG-9B
(TYP)
CG-9B
(TYP)
59.5'
STORM
DRAINAG
E
ESM'T
FREDERI
C
K
WATER E
S
M
T
.
STORM
DRAINAG
E
ESM'T
59.5'
DOWNSP
O
U
T
LEADER (
T
Y
P
)
COMPOSI
T
E
B
COMPOSI
T
E
C COMPOSITE
BGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE50.0'119.5
'
LEVEL 1
WET POND #2
FOREBAY #2
WSE=621.00
10'
A
Q
U
A
T
I
C
BEN
C
H
10'
S
A
F
E
T
Y
BEN
C
H
12'
A
C
C
E
S
S
NORMAL POOL
WSE=620.00
GRASS ACCESS
WAY TO SWM/BMP
FACILITIES
GRASS ACCESS
WAY TO SWM/BMP
FACILITIES
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 20'GRID MERIDIANVA NORTH ZONE NAD8310' WIDE WEIR
CLASS I RIP-RAP
T = 26 INCHES
2:1
3:12:13:1
2:1
3:1
3:13:12:12:1FF= 15.21BF= 05.068.3%8' SAFETY BENCH @
5
%
608610
556
558
560
562
564
566
568
570
572
574
576 576.5
576.5
6
1
0
6
1
0610610
598600602604576.5576578580582584586588590592594596606608570
572572.8
573
576.5
574
576
5
6
3
5
6
3
.
5
56
4
5
6
6
5
6
8
5
6
8
.
5
5
6
9
.
5
5
7
0
5
7
2
5
7
3
5
7
4
588
590
586
584582580578594
592
596
598
600
602
604
606
572574576578580582584586564566568570606
608
602
604
598
600
596
594
592
590
588
586
586
588
11 02
8
4
5
9
L
P
87 69
86 45
62 50
INV
74 90
74 90
74 90
74 90
54 05
INV
76 00
INV
10 93
10 56 116011608
5
7
5
S
S
87 92
87 80
87 33
87 53
87 06
84 95
82 07
83 57
82 77
83 17
73 00
73 00 73 00
73 00
9
5
0
6
L
P
9
5
5
6
H
P
76 00
INV
76 00
INV
76 00
INV0439 895592 40
92 40
89 21
85 29
86 79
50'LEHIGH DR.170
52829+0030+0016+00 25' BRL20' BRL8' BRL8' BRL
86.1'120.9'
84.3'71.8'145.0'39.3'50
'20'5'CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
5' SIDEWALK
5' SIDEWALK
280' SD30+29.8516+50.56
50' NO DIS
T
U
R
B
E
S
M
T
.
PER PROF
F
E
R
#
B
3
STORM
DRAINAG
E
ESM'T
3
5
'
R35'R5'RCG-9B
(TYP)
CG-9B
(TYP)
CG-11
16.0'23.0'16.0'5'R5'R
53.3'
20'R
20'R
EPEP
EPEPEPEP48.0'EPEPSTORM
DRAINAG
E
ESM'T
STORM
DRAINAG
E
ESM'T
20' STOR
M
DRAINAG
E
ESM'T
HANDRAIL
(VDOT HR
-
1
)
OR EQUA
L
CLASS 1A
(10X5) RIP
RAP
COMPOSI
T
E
D
HANDRAIL
(VDOT HR
-
1
)
STORM
DRAINAG
E
ESM'T
LEVEL 1
WET POND #1
FOREBAY #1
WSE=573.00
10' AQUAT
I
C
BENCH
10' SAFETY
BENCH
12' ACCES
S
GRASS ACCESS
WAY TO SWM/BMP
FACILITIES
GRASS ACCESS
WAY TO SWM/BMP
FACILITIES
CLASS II RIP-RAP
T=38 INCHES
CLASS I RIP-RAP
T = 24 INCHES
LENGTH = 17.5'GRID MERIDIANVA NORTH ZONE NAD83 NORMAL POOL
WSE=569.50
15' WIDE WEIR
CLASS I RIP-RAP
T = 26 INCHES
SWM POND 1 & 2 PLAN VIEWSENSENY VILLAGE SUBDIVISION - PHASE 1151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2022
1=30'
34
03-09-2021
INT
21-05
88
3924L
NOTES:
1.REFERENCE SENSENY VILLAGE REPORT OF GEOTECHNICAL
EXPLORATION PREPARED BY GTA, DATED AUGUST 4, 2021. FOLLOW
GEOTECHNICAL RECOMMENDATIONS. IF RECOMMENDATIONS DIFFER
FROM CIVIL PLAN NOTIFY ENGINEER IMMEDIATELY.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
SWM BASIN 1 DETAILSSENSENY VILLAGE SUBDIVISION - PHASE 1151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
Rev. No.Date
04 08-12-2021
NA
35
03-09-2021
INT
21-05
88
3924L
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
42" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 6'8" PIPE
PLASTIC SOLUTIONS
TRASH RACK OR
APPROVED EQUAL
6'6'3.25' W - WEIR2" ORIFICE
42" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
6'
9.0'**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED.
3
:
1
12' WIDE
PROP. GRADE
1 YR WS ELEV 573.10'
10 YR WS ELEV 574.09'
100 YR WS ELEV 575.34'**
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER SECTION
NTS
TOP OF RISER
ELEV =574.20
TOP OF BERM
ELEV.=576.50
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=560.60'
INV.=562.50'
SPILLWAY
ELEV.=574.90
2' CLAY LINER WITH 6"
TOPSOIL CAP
8" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
TERMINATE LINER
@ 10 YR WSE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 6'
CONCRETE FILL
FOR BUOYANCY
NORMAL POOL WS ELEV 569.50'
8" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 573.20
TWO 3.25' W x 1.00' H
ELEV = 554.50
2" ORIFICE ELEV =
569.50
UPTURNED ELBOW
(90° BEND)
*THE TWO WEIRS TO BE
LOCATED ON THE SIDES OF
THE RISER STRUCTURE
(SEE PRINCIPAL RISER PLAN
VIEW THIS SHEET)
CONCRETE
CRADLE
6'
9.0'
STORMWATER MANAGEMENT BASIN 1
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =574.20
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=554.50
PRECAST RCP BASE
AND RISER STRUCTURE
(VDOT A4 CONCRETE) -
INSIDE 6' x 6'
CONCRETE FILL
FOR BUOYANCY
INV.=560.60
ELEV = 545.50 1.0'SIDE TRASH
RACK NOT
SHOWN FOR
CLARITY.
3.25'
WEIR ELEV = 573.20
TWO 3.25' W x 1.0' H
2" ORIFICE ELEV =
569.50
*THE TWO WEIRS TO BE
LOCATED ON THE SIDES OF
THE RISER STRUCTURE
(SEE PRINCIPAL RISER PLAN
VIEW THIS SHEET)
CLAY LINER NOTES:
1.A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES AND
SHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.
2.A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BE
PLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEED
MIXTURE (REFER TO VESCH, 1992 EDITION).
3.A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINER
TYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDED
VERIFYING THE LINER MATERIAL'S PERFORMANCE.
50'
EMERGENCY SPILLWAY
NOT TO SCALE
1.6'
3
:
1 3:1TOP OF BERM = 576.50
59.6'
ELEV = 574.90
Drainage Blanket Detail
NOT TO SCALE
TYPICAL SECTION VIEW
NOTES:
1.Refer to GTA geotechnical report for
stormwater management pond
recommendations.
2.Drainage blanket minimum 12" thick
containing ASTM #78 stone.
3.Drainage blanket shall be wrapped in
Mirafi 140N or equal filter fabric.
CONCRETE CRADLE
RCP OUTFALL
CONDUIT
DRAINAGE BLANKET
WRAPPED IN FILTER
FABRIC
NOTES:
1.REFERENCE SENSENY VILLAGE REPORT OF GEOTECHNICAL
EXPLORATION PREPARED BY GTA, DATED AUGUST 4, 2021. FOLLOW
GEOTECHNICAL RECOMMENDATIONS. IF RECOMMENDATIONS DIFFER
FROM CIVIL PLAN NOTIFY ENGINEER IMMEDIATELY.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
SWM BASIN 2 DETAILSSENSENY VILLAGE SUBDIVISION - PHASE 1151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
Rev. No.Date
04 08-12-2021
NA
36
03-09-2021
INT
21-05
88
3924L
STORMWATER MANAGEMENT BASIN 2
PRINCIPAL RISER PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
48" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 4'10" PIPE
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
6'4'4.0' W - WEIR
8" ORIFICE
48" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
4'
9.0'**THE 100 YEAR WATER SURFACE ELEVATION
(WSE) ASSUMES ALL OPENINGS BELOW THE
TOP OF THE RISER ARE CLOGGED.
3
:
1
12' WIDE
PROP. GRADE
1 YR WS ELEV 621.84'
10 YR WS ELEV 622.89'
100 YR WS ELEV 623.63'**
STORMWATER MANAGEMENT BASIN 2
PRINCIPAL RISER SECTION
NTS
TOP OF RISER
ELEV =622.50
TOP OF BERM
ELEV.=626.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=611.30'
INV.=613.00'
2' CLAY LINER WITH 6"
TOPSOIL CAP
10" DIP DRAIN WITH
VALVE (NORMALLY
CLOSED)
TERMINATE LINER
@ 10 YR WSE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - INSIDE 6' x 4'
CONCRETE FILL
FOR BUOYANCY
NORMAL POOL WS ELEV 620.00'
8" GATE VALVE
WITH STEM
HAND WHEEL (TYP)
STEM GUIDE (TYP)
CONCRETE BLOCKS
FOR VALVE SUPPORT
WEIR ELEV = 622.00
2.00' W x 0.50' H
ELEV = 596.50
8" ORIFICE ELEV =
620.00
UPTURNED ELBOW
(90° BEND)
CONCRETE
CRADLE
6'
9.0'
STORMWATER MANAGEMENT BASIN 2
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =622.50
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=596.50
PRECAST RCP BASE
AND RISER STRUCTURE
(VDOT A4 CONCRETE) -
INSIDE 6' x 4'
CONCRETE FILL
FOR BUOYANCY
INV.=611.30
ELEV = 587.50 0.5'SIDE TRASH
RACK NOT
SHOWN FOR
CLARITY.
2.00'
WEIR ELEV = 622.00
2.00' W x 0.5' H
8" ORIFICE ELEV =
620.00
CLAY LINER NOTES:
1.A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES AND
SHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.
2.A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BE
PLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEED
MIXTURE (REFER TO VESCH, 1992 EDITION).
3.A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINER
TYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDED
VERIFYING THE LINER MATERIAL'S PERFORMANCE.
48 82 41 74
Drainage Blanket Detail
NOT TO SCALE
TYPICAL SECTION VIEW
NOTES:
1.Refer to GTA geotechnical report for
stormwater management pond
recommendations.
2.Drainage blanket minimum 12" thick
containing ASTM #78 stone.
3.Drainage blanket shall be wrapped in
Mirafi 140N or equal filter fabric.
CONCRETE CRADLE
RCP OUTFALL
CONDUIT
DRAINAGE BLANKET
WRAPPED IN FILTER
FABRIC
NOTES:
1.REFERENCE SENSENY VILLAGE REPORT OF GEOTECHNICAL
EXPLORATION PREPARED BY GTA, DATED AUGUST 4, 2021. FOLLOW
GEOTECHNICAL RECOMMENDATIONS. IF RECOMMENDATIONS DIFFER
FROM CIVIL PLAN NOTIFY ENGINEER IMMEDIATELY.
2.ALL 2H:1V FILL SLOPES TO BE REINFORCED WITH BIAXIAL GEOGRID
(TENSAR BX1120 OR APPROVED EQUIVALENT) SPACE 2-FEET VERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS (TRMs) SHALL BE USED ON ALL
2H:1V SLOPES TO PREVENT EROSION.
4.SOIL STABILIZATION BLANKETS & MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H;1V TO PREVENT EROSION.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
535
540
545
550
555
560
565
570
575
580
535
540
545
550
555
560
565
570
575
580
POND #1 CROSS SECTION A-A
300
10+31.25 EW-2 42 IN9 OUT 554.0517.5
CLASS I
RIP-RAP
81
- 42 RCP CL I9 ASTM C-361
RUBBER GAS.ETS W.T. -OINTS
# 0.56
301
12.0
NORMAL POOL
WSE 569.50
TY 50082 IW3
NORMAL POOL
FOREBAY
WSE 573.00
TOP OF EMBAN.MENT
ELE9. 576.50
47
-8 DIP
POND DRAIN
# 4.043:13:13:13:13:110
A4UATIC BENCH
10
SAFETY BENCH
10.0
10YR WSE 574.09
4.0
4:1CONCRETE
CRADLE
SEE SHT
35 FOR
DETAIL
1YR WSE 573.10
100YR WSE 575.34
CLOGGED
111+59.44 8 DIP PONDDRAIN WITH UPTURNEDELBOWIN9 OUT 562.50PHREATIC
LINE
PROP. GRADE
E;. GRADE
11+12.25 RISER STRUCTUREINSIDE 6
; 6
IN9 OUT 554.50 42 IN9 IN 560.60 8 DIP PONDDRAIN 5
A4UATIC BENCH
CUT-OFF TRENCH 4.0
MIN. DEPTH
WITH 1:1 SIDE SLOPES OR FLATTER
CONTROLLED FILL -
EMBAN.MENT TO BE
CONSTRUCTED WITH CLAY
CORE 1:1 SIDE SLOPES
NOTE: CLAY LINER NOT SHOWN
FOR CLARITY. SEE PLAN 9IEW
SCHEMATIC FOR LIMITS.TOP 574.204.0
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
580
585
590
595
600
605
610
615
620
625
630
580
585
590
595
600
605
610
615
620
625
630
10+50.25 EW-2 48 IN9 OUT 595.5011+68.75 RISER STRUCTUREINSIDE 6
; 4
IN9 OUT 596.50 48 IN9 IN 611.30 10 DIP PONDDRAIN 20
CLASS I
RIP-RAP
310 311
15.0
2.512+10.50 10 DIP PONDDRAIN WITH UPTURNEDELBOWIN9 OUT 613.00312
42
-10 DIP
POND DRAIN
# 4.07
119
- 48 RCP CL 9 ASTM C-361
RUBBER GAS.ETS W.T. -OINTS
# 0.84E;. GRADE
NORMAL POOL
FOREBAY
WSE 621.00
10YR WSE 622.89
1YR WSE 621.83
100YR WSE 623.63
CLOGGED
10
A4UATIC BENCH
10
SAFETY BENCH
5
A4UATIC BENCH
3:13:13:13:13:13:1NORMAL POOL
WSE 620.00
TY 20880 IW3
10.0
3:1PROP. GRADE
CONTROLLED FILL -
EMBAN.MENT TO BE
CONSTRUCTED WITH CLAY
CORE 1:1 SIDE SLOPES
4:1CUT-OFF TRENCH 4.0
MIN. DEPTH
WITH 1:1 SIDE SLOPES OR FLATTER
NOTE: CLAY LINER NOT SHOWN
FOR CLARITY. SEE PLAN 9IEW
SCHEMATIC FOR LIMITS.
POND #2 CROSS SECTION B-B
302
585
590
595
600
585
590
595
600
605 605
3:13:13:1E;. GRADE
DRAINAGE BLAN.ET
WRAPPED IN FILTER
FABRIC SEE SHT 35
FOR DETAIL
CONCRETE CRADLE
SEE SHT 36 FOR
DETAIL
DRAINAGE BLAN.ET
WRAPPED IN FILTER
FABRIC SEE SHT 36
FOR DETAIL2:12:18
SAFETY BENCH
# 5 SLOPE
SWM BASIN OUTLET PROFILESSENSENY 9ILLAGE SUBDI9ISION - PHASE 1151 WLQG\ HLOO LDQHWLQFKHVWHU 9LUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SER9ING 9IRGINIA WEST 9IRGINIAOFFICES IN: WINCHESTER 9A MARTINSBURG W9SDP NUMBER: #01-22
RHY. NR.DDWH
04 08-12-2021
AS SHOWN
36A
03-09-2021
INT
21-05
88
3924L
NOTES:
1.REFERENCE SENSENY 9ILLAGE REPORT OF GEOTECHNICAL
E;PLORATION PREPARED BY GTA DATED AUGUST 4 2021. FOLLOW
GEOTECHNICAL RECOMMENDATIONS. IF RECOMMENDATIONS DIFFER
FROM CI9IL PLAN NOTIFY ENGINEER IMMEDIATELY.
2.ALL 2H:19 FILL SLOPES TO BE REINFORCED WITH BIA;IAL GEOGRID
TENSAR B;1120 OR APPRO9ED E4UI9ALENT SPACE 2-FEET 9ERTICALLY.
3.PERMANENT TURF REINFORCEMENT MATS TRMV SHALL BE USED ON ALL
2H:19 SLOPES TO PRE9ENT EROSION.
4.SOIL STABILI=ATION BLAN.ETS MATTING SHALL BE INSTALLED ON ALL
SLOPES GREATER THAN 3H 19 TO PRE9ENT EROSION.
6'
D
I
A
M
M
H
632630626630628626625624623.5623622.756286
2
6
624
628
626
624
6
3
6
634255428243
2
8
7
3
7
8
8
3
7
2
1
3
6
5
5
3
6
3
2
3
5
8
8
3
5
6
5
5
5 3050299227502757270025502300LP2704294022 50
22 50
22 50
22 50
26 11
25502300LP2700255063231 33
30 85
30 24
29 48
3
3
4
9
3
2
9
5
3
2
1
7
27 23
33 48
ADA PAR
K
I
N
G
MAX. SL
O
P
E
2% ANY
DIRECTIO
N
31 75
31 75
31 24
31 24
33 35
26 972984
30 24
33 28
16 LEHIGH
DR
.32.1'95.67'30.6'24.
4
'
20.3'
20.1'LOT 22LOT 23
LO
T
9
1
LO
T
9
2
LO
T
9
3
LO
T
9
495.67'95.67'95.67'RECREAT
ION
AREA
T
Y
E
C
T
.
TYE C
T.(PRIVA
T
E)
(P
R
I
V
A
T
E
)280' SD280'
SD
CG-9B
(TYP)
INGRESS/
EGRESS
ESMT
F
IE
LD
LOCA
TED
24 00
GND
24 00
GND
24 00
GND
24 00
GND
ACF FOCAL POINT
SEE DETAILS THIS
SHEET
GABION WALL
CHECK DAM
SEDIMENT
FOREBAY
OVERFLOW
BYPASS WITH
ROUND STORMRAX
TW=626.00
BW=626.00
TW= 626.00
BW=626.00
TW= 626.00
BW=624.00
SWM DETAILS - FOCAL POINTSENSENY VILLAGE SUBDIVISION - PHASE 1151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
Rev. No.Date
05 09-22-2021
1"=20'
36B
03-09-2021
INT
21-05
88
3924L
12 FT.
5
12 FT.
9
3,354 CU. FT.
TOP=623.00
619.50
622.50
N/A
9.45 IN.
4' DIAMETER OVERFLOW BYPASS
WITH ROUND/DOME TRASH RACK
4' DIAMETER OVERFLOW BYPASS
WITH ROUND/DOME TRASH RACK
GABION WALL CHECK DAM
NOT TO SCALE
3'
EXPOSED
HEIGHT
VARIES
(SEE PLAN)
MIN.
BURIED
DEPTH 0.5'
3'
PRETREATMENT
CELL
PROPOSED
GRADE
WIDTH
VARIES
(SEE PLAN)
GRAVEL
DIAPHRAGM
FILTER FABRIC
1'
CLEAN WASHED
GRAVEL (#57 STONE)
GABION
BASKET
(3' x 3')
GABION
BASKET1' MIN.1' MIN.
0.5'
MIN.
PROPOSED
GRADE
FRONT VIEW
SIDE VIEW
3"
18"
6"
R-TANK
0.5
(9.45")
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
675
680
1.58%
2.06%PVC = 1+27.00PVC = 640.16'PVI = 1+77.00PVI = 639.37'PVT = 2+27.00PVT = 640.39'VC = 100'
SAG = 1+70.49
ELEV. = 639.81'
27.49K-Val
202.34SD
AD3.64
1.50%PVC = 4+00.00PVC = 643.95'PVI = 4+30.00PVI = 644.57'PVT = 4+60.00PVT = 645.02'VC = 60'
108.04K-Val
AD-0.56
1.72%PVC = 5+47.50PVC = 646.33'PVI = 5+85.00PVI = 646.89'PVT = 6+22.50PVT = 646.25'VC = 75'
CREST = 5+82.42
ELEV. = 646.59'
23.28K-Val
AD-3.22
4.44%PVC = 10+50.00PVC = 638.89'PVI = 11+50.00PVI = 637.17'PVT = 12+50.00PVT = 641.61'VC = 200'
SAG = 11+05.83
ELEV. = 638.41'
32.44K-Val
184.03SD
AD6.17
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
675
680
0+00.00=PC1+49.18=PT4+85.72=INTX. 0+00 MENASHA CT.10+59.80=INTX. 3+99.84 ROSSUM LN.9+23.38=PC12+94.61=PT13+49.01=INTX. 0+00 THORNTON WAYPROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-99
CD-1
CD-1
CD-2
8" SAN. XING4" SAN. LAT.LOT 1388" SAN. XING15" STORM XING24" STORM XING8" SAN. XING8" SAN. XING15" STORM XING4" SAN. LAT. LOT 14215" STORM XING8" SAN. XING36" STORM XING15" STORM XING4" SAN. LAT. LOT 28" SAN. XING18" STORM XINGPROP. 8"PROP. 8"W/L XINGPROP. 6"SAN. FM XING15" STORM XING8" SAN. XINGCD-1
CD-1
CD-1
RESTRAINT JOINTS (TYP.)
RESTRAINT JOINTS (TYP.)W/L XINGLEHIGH DR.
50' ROW
DESIGN SPEED 25 MPH642.17'641.77'641.38'640.98'640.59'640.19'639.89'639.82'639.97'640.35'640.87'641.38'641.90'642.41'642.92'643.44'643.95'644.44'644.86'645.24'645.62'645.99'646.37'646.58'646.53'646.20'645.77'645.34'644.91'644.48'644.05'643.62'643.19'642.76'642.33'641.90'641.47'641.07'640.61'640.18'639.75'639.32'638.89'638.55'638.41'638.46'638.71'639.15'639.77'640.60'641.61'642.72'643.83'644.94'646.01'639.90'645.40'641.04'638.74'643.59'646.06'COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-99
SD= 1973.24 SD= 372.51 151 Wind\ Hill LaneWinFhester VirJinia 22602Telephone: (540) 662-4185Fa[: (540) 722-9528www.Jreenwa\enJ.FomFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22ROAD PROFILESReY. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA37
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
LEHIGH DR.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00
4.44%PVC = 14+00.00PVC = 648.28'PVI = 16+00.00PVI = 657.17'PVT = 18+00.00PVT = 649.17'VC = 400'
CREST = 16+10.53
ELEV. = 652.96'
47.37K-Val
AD-8.44 PVC = 23+67.50PVC = 626.47'PVI = 24+00.00PVI = 625.17'PVT = 24+32.50PVT = 624.68'VC = 65'
26.00K-Val
375.00SD
AD2.50 PVC = 25+75.00PVC = 622.54'PVI = 26+00.00PVI = 622.17'PVT = 26+25.00PVT = 620.92'VC = 50'
14.29K-Val
AD-3.50
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
4.0
0
%
1.50%
5.0
0
%
EXISTING
GRADE
12+94.61=PT13+49.01=INTX. 0+00 THORNTON WAY15+10.31=PC22+82.13=PT25+05.43=INTX. 0+00 TYE CT.=INTX. 5+59.83 HOPKINS WAY25+88.64=PCCOMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-99
PROPOSED
GRADE
EXISTING
GRADE4" SAN. LAT. 8" SAN. XINGLOT 98" SAN. XING8" SAN. XING4" SAN. LAT.LOT 1315" STORM XING8" SAN. XING4" SAN. LAT.LOT 2715" STORM XING8" SAN. XING4" SAN. LAT.LOT 168" SAN. XING15" STORM XING8" SAN. XINGPROP. 8"W/L XINGPROP. 8"W/L XING8" SAN. XING4" SAN. LAT. LOT 104" SAN. LAT. LOT 304" SAN. LAT.LOT 174" SAN. LAT.LOT 244" SAN. LAT.LOT 234" SAN. LAT.LOT 224" SAN. LAT.LOT 544" SAN. LAT.LOT 53CD-1
RESTRAINT JOINTS (TYP.)
LEHIGH DR.
50' ROW
DESIGN SPEED 25 MPH642.72'643.83'644.94'646.01'647.17'648.28'649.32'650.24'651.02'651.67'652.18'652.57'652.82'652.94'652.93'652.79'652.52'652.11'651.57'650.90'650.10'649.17'648.17'647.17'646.17'645.17'644.17'643.17'642.17'641.17'640.17'639.17'638.17'637.17'636.17'635.17'634.17'633.17'632.17'631.17'630.17'629.17'628.17'627.17'626.18'625.37'624.80'624.42'624.04'623.67'623.29'622.92'622.54'621.95'620.92'619.67'618.42'617.17'643.59'646.06'651.90'629.88'623.59'622.26'SD= 319.74 SD= 333.33
8" SAN. XING4" SAN. LAT.LOT 28151 Wind\ Hill LaneWinFhester VirJinia 22602Telephone: (540) 662-4185Fa[: (540) 722-9528www.Jreenwa\enJ.FomFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22ROAD PROFILESReY. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA38
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
LEHIGH DR.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50
5.0
0
%
1.75%PVC = 27+57.50PVC = 614.29'PVI = 28+00.00PVI = 612.17'PVT = 28+42.50PVT = 611.42'VC = 85'
26.15K-Val
225.42SD
AD3.25
5.0
0
%PVC = 29+50.00PVC = 609.54'PVI = 29+75.00PVI = 609.10'PVT = 30+00.00PVT = 607.85'VC = 50'
15.38K-Val
AD-3.25
575
580
585
590
595
600
605
610
615
620
625
630
635
640
575
580
585
590
595
605
610
615
620
625
630
635
640
27+10.23=PT28+85.59=INTX. 16+50.56 THORNTON WAY30+19.09=PC30+29.85EXISTING
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-99
PROPOSED
GRADE
LEHIGH DR.
50' ROW
DESIGN SPEED 25 MPH618.42'617.17'615.92'614.67'613.48'612.51'611.79'611.29'610.85'610.42'609.98'609.54'608.90'607.85'606.60'605.35'RESTRAINT JOINTS (TYP.)616.66'610.67'606.90'606.36'15" STORM XING8" SAN. XING48" STORM XINGSD= 357.05
PROP. 8"W/L XING8" SAN. XING600
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
605
610
615
620
625
630
635
640
645
650
655
660
665
670
605
610
615
620
625
630
635
640
645
650
655
660
665
670645.40'644.93'644.48'643.72'642.57'641.09'639.59'638.08'636.57'635.11'633.86'632.85'632.06'631.31'630.56'629.81'629.06'628.31'627.56'626.85'2.14%
1.69%PVI = 0+11.56PVI = 645.16'6.
0
3
%PVC = 0+40.50PVC = 644.67'PVI = 0+75.50PVI = 644.08'PVT = 1+10.50PVT = 641.97'VC = 70'
16.11K-Val
AD-4.34
3.00
%PVC = 2+10.00PVC = 635.97'PVI = 2+50.00PVI = 633.56'PVT = 2+90.00PVT = 632.36'VC = 80'
26.41K-Val
250.99SD
AD3.03
2.61%PVI = 4+63.41PVI = 627.15'30" STORM XING8" SAN. XING4" SAN. LAT.LOT 1434" SAN. LAT.LOT 1444" SAN. LAT.LOT 14515" STORM XING4" SAN. LAT.LOT 1464" SAN. LAT.LOT 1478" SAN. XING0+24.45=PC0+00.00=INTX. 4+85.72 LEHIGH DR.1+49.29=PT4+31.27=END OF ROADPROPOSED
GRADE
EXISTING
GRADE
Menasha Ct.
50' ROW
DESIGN SPEED 25 MPH640.11'628.12'283.40 SD 151 Wind\ Hill LaneWinFhester VirJinia 22602Telephone: (540) 662-4185Fa[: (540) 722-9528www.Jreenwa\enJ.FomFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22ROAD PROFILESReY. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA39
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
MENASHA CT.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
LEHIGH DR.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
Rossum Ln.
50' ROW
DESIGN SPEED 25 MPH
17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50
615
620
625
630
635
640
645
650
655
660
610
615
620
625
630
635
640
645
650
655
660
7.
6
7
%
7.
2
0
%PVC=17+80.23PVC=645.04PVI=17+92.73PVI=644.08PVT=18+05.23PVT=643.18VC = 25.00
SD= 1000.00
K-Value= 53.2
AD0.47
5.03%PVC=18+25.23PVC=641.74PVI=19+87.73PVI=630.04PVT=21+50.23PVT=638.22VC = 325.00
SD= 159.60
K-Value= 26.6
SAG= 20+16.55
ELEV.= 634.85
AD12.23
1.95%PVI=21+56.06PVI=638.5118+32.93=PROPERTY LINE641.20PROP. 8"W/L XINGPROP. 6"SAN. FM XING30" STORM XING15" STORM XING15" STORM XING4" SAN. LAT.LOT 1PROP. 8"W/L XING21+67.57 =INTX. 10+59.80 LEHIGH DR.PROPOSED
GRADE
CD-2 638.73COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-99
20.62.98=PT635.26610 START CONTINUATION FROM ROSSUM LANE PIP PLAN645.44643.56641.76640.07638.63637.41636.43635.69635.18634.91634.87635.07635.50636.17637.07638.21EXISTING
GRADE
CD-1
Hopkins Way
50' ROW
DESIGN SPEED 25 MPH
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655 640.26639.56638.43637.00635.39633.78632.17630.57629.12627.90626.90626.14625.44624.74624.05623.35622.72622.31622.15622.23622.54622.96623.38-1.58%-3.9
6
%0+12.00=GRADE BREAK = 640.07-6.
4
4
%PVC STA.0+27.00PVC ELEV.639.48PVI STA.0+52.00PVI ELEV.638.49PVT STA.0+77.00PVT ELEV.636.88VC = 50.00
SD = 292.99'
K-Val = 20.16
AD-2.48
-2.78
%PVC STA.1+70.00PVC ELEV.630.89PVI STA.2+20.00PVI ELEV.627.67PVT STA.2+70.00PVT ELEV.626.27VC = 100.00
SD = 200.86'
K-Val = 27.35
AD3.66
1.67%PVC STA.3+82.00PVC ELEV.623.16PVI STA.4+40.00PVI ELEV.621.54PVT STA.4+98.00PVT ELEV.622.51VC = 116.00
SD = 169.61'
K-Val = 26.06
SAG = 4+54.55
ELEV. = 622.15
AD4.45
2.06%PVI STA.5+48.32PVI ELEV.623.35RESTRAINT JOINTS (TYP.)
6'X7' BOX
CULVERT PROP. 18"STORM XINGPROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 15"STORM XINGPROP. 8"SAN. XING0+16.61=PC1+15.73=PT1+56.14=PC2+80.20=PT5+59.83=INTX. 0+00 TYE CT.=INTX. 25+05.43 LEHIGH DR.639.89634.38631.78575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655625.99623.59EXISTING
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-99
PROPOSED
GRADE
CD-1
CD-2 151 Windy Hill LaneWinFhester VirJinia 22602Telephone: (540) 662-4185Fa[: (540) 722-9528www.JreenwayenJ.FomFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22ROAD PROFILESReY. No.Date
10 09-15-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA40
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
HOPKINS WAY
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
ROSSUM LN.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50
595
600
605
610
615
620
625
630
635
640
645
650
655
660
595
600
605
610
615
620
625
630
635
640
645
650
655
660623.59'623.25'623.13'623.25'623.60'624.20'625.04'626.11'627.35'628.59'629.74'630.59'631.34'632.09'632.84'633.59'634.31'634.96'635.56'636.09'636.56'636.96'637.34'637.71'638.09'638.46'638.84'639.21'639.59'639.96'640.34'640.71'641.09'641.46'641.84'2.00%0.78%PVI = 0+11.50PVI = 623.36'PVC = 0+30.00PVC = 623.21'PVI = 1+05.00PVI = 622.63'PVT = 1+80.00PVT = 626.36'VC = 150'
SAG = 0+50.34
ELEV. = 623.13'
26.07K-Val
157.75SD
AD5.75
3.00%PVC = 2+30.00PVC = 628.84'PVI = 2+50.00PVI = 629.84'PVT = 2+70.00PVT = 630.44'VC = 40'
20.27K-Val
AD-1.97
1.50%PVC = 3+75.00PVC = 633.59'PVI = 4+50.00PVI = 635.84'PVT = 5+25.00PVT = 636.96'VC = 150'
99.98K-Val
AD-1.50
RESTRAINT JOINTS (TYP.)
PROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-99
1+03.33=PC3+72.09=PT0+00.00=INTX. 25+05.43 LEHIGH DR.=INTX. 5+59.83 HOPKINS WAY7+71.89 END OF ROADTye Ct.
PriYate Street
CD-1
CD-2
30" STORM XING30" STORM XING4" SAN. LAT.LOT 554" SAN. LAT.LOT 564" SAN. LAT.LOT 574" SAN. LAT.LOT 584" SAN. LAT.LOT 594" SAN. LAT.LOT 604" SAN. LAT.LOT 614" SAN. LAT.LOT 624" SAN. LAT.LOT 634" SAN. LAT.LOT 644" SAN. LAT.LOT 654" SAN. LAT.LOT 664" SAN. LAT.LOT 674" SAN. LAT.LOT 684" SAN. LAT.LOT 694" SAN. LAT.LOT 704" SAN. LAT.LOT 714" SAN. LAT.LOT 724" SAN. LAT.LOT 734" SAN. LAT.LOT 7418" STORM XING4" SAN. LAT.LOT 754" SAN. LAT.LOT 764" SAN. LAT.LOT 774" SAN. LAT.LOT 784" SAN. LAT.LOT 794" SAN. LAT.LOT 8015" STORM XING4.97%
SD= 566.97 SD= 794.26
15" STORM XINGPROP. 6"W/L XING151 Windy Hill LaneWinFhester VirJinia 22602Telephone: (540) 662-4185Fa[: (540) 722-9528www.JreenwayenJ.FomFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22ROAD PROFILESReY. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA41
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
4
)
1'
6"
SR
5'
4'
6"
CG-6
P
LIMITS OF SUBBASE
1/4":1'
POINT OF
FINISHED GRADE
SUBBASE
SL
4'
5'
6"
1'
6"
3:1 SLO
P
E
(
4
)
AND CONSTRUCTION
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
TOWNHOUSE RESIDENTIAL SUBDIVISION (NO STREET PARKING)
PRIVATE STREET WITH CURB AND GUTTER IN
TYPICAL SECTION FOR
CG-6STANDARD
2'2'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
6"
6"
2'2'
24'1'
1'
SIDEWALK
STANDARD
1'
1'
SIDEWALK
STANDARD
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
2%2%
TYE CT.
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
605
610
615
620
625
630
635
640
645
650
655
660
665
670
2.53%
VC = 75'
CREST = 2+03.75
ELEV. = 646.72'
21.25K-Val
AD-3.53
5.4
2
%PVC = 3+55.00PVC = 643.58'PVI = 3+75.00PVI = 643.07'PVT = 3+95.00PVT = 641.99'VC = 40'
13.84K-Val
AD-2.89
2.80
%PVC = 6+15.00PVC = 630.06'PVI = 6+50.00PVI = 628.17'PVT = 6+85.00PVT = 627.19'VC = 70'
26.72K-Val
335.44SD
AD2.62
3.25%PVC = 7+75.00PVC = 624.67'PVI = 9+00.00PVI = 621.17'PVT = 10+25.00PVT = 625.23'VC = 250'
SAG = 8+90.70
ELEV. = 623.05'
41.32K-Val
219.82SD
AD6.05
605
610
615
620
625
630
635
640
645
650
655
660
665
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-9915" STORM XING4" SAN. LAT.LOT 344" SAN. LAT.LOT 358" SAN. XING4" SAN. LAT.LOT 1218" SAN. XING4" SAN. LAT.LOT 388" SAN. XING4" SAN. LAT.LOT 1188" SAN. XING4" SAN. LAT.LOT 4015" STORM XING4" SAN. LAT.LOT 414" SAN. LAT.LOT 424" SAN. LAT.LOT 434" SAN. LAT.LOT 4418" STORM XING4" SAN. LAT.LOT 454" SAN. LAT.LOT 46PROP. 8"W/L XINGEXISTING
GRADE
CD-1
CD-1
CD-2
0+00.00=INTX. 13+49.01 LEHIGH DR.1+89.20 PC6+03.48 PT9+14.81 PC605
610
615
620
625
630
635
640
645
650
655
660
665
670
Thornton Way
50' ROW
DESIGN SPEED 25 MPH644.34'643.70'642.93'641.72'640.36'639.01'637.65'636.30'634.94'633.59'632.23'630.88'629.54'628.40'627.49'626.77'626.07'625.37'624.67'624.04'623.57'623.25'623.08'623.06'623.19'623.47'623.91'624.49'RESTRAINT JOINTS (TYP.)630.69'623.12'SD= 225.79 SD= 249.97
2.00%1.54%PVI=0+11.50PVI=645.781.00%PVC=0+13.00PVC=645.76PVI=0+46.00PVI=645.25PVT=0+79.00PVT=645.58VC = 66'
SD= 360.97
26.03K-Val PVC=1+82.50PVC=646.62PVI=2+20.00PVI=646.99PVT=2+57.50PVT=646.04AD2.54
SAG = 0+52.97
ELEV. = 645.45'646.01'645.60'645.45'645.54'645.79'646.04'646.29'646.54'646.72'646.62'646.22'645.60'644.97'646.67'151 Windy Hill LaneWinFhester VirJinia 22602Telephone: (540) 662-4185Fa[: (540) 722-9528www.JreenwayenJ.FomFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22ROAD PROFILESReY. No.Date
10 09-15-2022SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA42
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
THORNTON WAY
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
3.25%PVT = 10+25.00PVT = 625.23'8.
7
2%PVC = 11+35.00PVC = 628.80'PVI = 12+35.00PVI = 632.05'PVT = 13+35.00PVT = 623.34'VC = 200'
CREST = 11+89.32
ELEV. = 629.69'
16.71K-Val
AD-11.97
1.07%PVC = 13+72.50PVC = 620.07'PVI = 15+00.00PVI = 608.96'PVT = 16+27.50PVT = 610.32'VC = 255'
SAG = 15+99.72
ELEV. = 610.17'
26.07K-Val
157.46SD
AD9.78 PVI = 16+39.06PVI = 610.44'PROPOSED
GRADE
COMPACT FILL TO
A MINIMUM 95%
DRY DENSITY PER
AASHTO T-994" SAN. LAT.LOT 454" SAN. LAT.LOT 464" SAN. LAT.LOT 4715" STORM XING4" SAN. LAT.LOT 484" SAN. LAT.LOT 494" SAN. LAT.LOT 504" SAN. LAT.LOT 514" SAN. LAT.LOT 5215" STORM XING48" STORM XINGEXISTING
GRADE
CD-1 CD-2
Thornton Way
50' ROW
DESIGN SPEED 25 MPH12+44.47 PT14+25.92 PC15+45.46 PT16+50.56=INTX. 28+85.59 LEHIGH DR.625.23'626.04'626.85'627.67'628.48'629.22'629.63'629.65'629.31'628.59'627.49'626.02'624.18'622.03'619.85'617.82'616.02'614.47'613.15'612.07'611.24'610.64'610.28'610.17'610.29'610.66'10+00
RESTRAINT JOINTS (TYP.)
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
580
575
580
575
PROPOSED
GRADE628.78'615.97'610.74'610.67'EXISTING
GRADE
2.00%
SD= 189.93 151 Windy Hill LaneWinFhester VirJinia 22602Telephone: (540) 662-4185Fa[: (540) 722-9528www.JreenwayenJ.FomFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22ROAD PROFILESReY. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA42A
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
UD-4
3:1 SLO
P
E
(
6
)
M
6"
R/W
SR
5'
4'
6"
SIDEWALK
STANDARD
CG-6
STANDARD
1/4":1'
RSSLP
LPLC
P
LIMITS OF SUB-BASE
1/4":1'
POINT OF
FINISHED GRADE
MAX. GRADE
SUB-BASE
MIN. C.L.
LP SL
4'
5'
R.O.W.
SIDEWALK
6"
STANDARD
M
6"
3:1 SLO
P
E
(
6
)
ROAD
R/W
MIN DESIGN
AND CONSTRUCTION
MIN. SIGHT DISTANCE
(All units are in feet unless otherwise noted.)
LIMITS OF BITUMINOUS SURFACE
CONCRETE
BITUMINOUS
CENTERLINE OF RIGHT OF WAY
13'13'24'
WITH CURB AND GUTTER
RESIDENTIAL SUBDIVISION STREETS (SSAR)
TYPICAL SECTION FOR PUBLIC
280'155'9%200'2550'HOPKINS WAY
WIDTH STOPSPEED (mph)RADIUS INTX.
6"6"
2'2'
1'1'
11.5'11.5'27'280'155'9%200'2550'ROSSUM LN
STREET PARKING
NO PARKING
PARKING ON ONE SIDE
M
3.5'
2'
PROJECTED TRAFFIC
846
VOLUME UP TO (ADT)
912
11.5'11.5'27'280'155'9%200'2550'LEHIGH DR.PARKING ON ONE SIDE2'662
11.5'11.5'27'280'155'9%200'2550'THORNTON WAY PARKING ON ONE SIDE2'380
11.5'11.5'27'280'155'9%200'2550'MENASHA CT.PARKING ON ONE SIDE2'80
2%2%
THORNTON WAY
NOT TO SCALE
TYPICAL PAVEMENT SECTION
6.0" SUBBASE VDOT STD. 21B
1.5" SM-9.5A SURFACE COURSE
VDOT VTM-1 METHOD)
AT OPTIMUM MOISTURE CONTENT
(COMPACTED TO 95% DENSITY
COMPACTED SUBGRADE
3" IM-19.0A INTERMEDIATE COURSE
PRELIMINARY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6.
FINAL PAVEMENT DESIGN SHALL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT
DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR VALUES OBTAINED IN THE
PRESENCE OF A VDOT INSPECTOR. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND
APPROVED BY VDOT PRIOR TO CONSTRUCTION.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
26' - 48"
ADS N-12
#0.50
26' - 48"
RCP CL IV
#4.50
26' -
4
8"
RCP
C
L I
V
#4.49
36' - 48"
ADS N-12
#0.51
87' - 48" ADS N-
1
2
#1.27
50' - 36"
ADS N-12
#1.00
168' -
3
6
"
A
D
S
N
-
1
2
#
4.
2
3
79' - 36" ADS N-12
#0.57
24' - 30"
ADS N-12
#0.50
53' - 24"
ADS N-1
2
#2.10
177' - 1
5
"
A
D
S
N
-
1
2
#
3
.
1
7
207' -
1
5
"
A
D
S
N
-
1
2
#
3.
9
8
169' -
1
5
"
A
D
S
N
-
1
2
#
3.
9
6
26' - 15"
ADS N-12
#0.50
50 51
52 53 54 55
56
57
58
0+00.00= EW-2INV OUT=576.000+26.00=MH-1, 6' DIAM BASEINV OUT=576.13INV IN=580.880+52.05=MH-1, 6' DIAM BASEINV OUT=582.05INV IN=589.800+77.87=DI-2EE- 6', 6' DIAM BASEINV OUT=590.96INV IN=600.461+13.98=DI-2EE - 6', 6' DIAM BASEINV OUT=600.65INV IN=600.90INV IN=603.402+00.93=MH-1, 7' DIAM BASEINV OUT=602.00INV IN=603.00INV IN=603.002+50.99=DI-2E - 6'INV OUT=603.50INV IN=603.75INV IN=605.253+13.97=DI-2E - 6'INV OUT=606.25INV IN=606.85INV IN=606.504+82.00=DI-2E - 4'INV OUT=613.95INV IN=614.205+61.49=DI-2E - 4'INV OUT=614.65INV IN=616.93INV IN=615.155+85.10=DI-2B - 6'INV OUT=617.05INV IN=617.556+37.85=DI-2B - 8'INV OUT=618.66INV IN=619.41INV IN=619.418+14.39=DI-2B - 8'INV OUT=625.00INV IN=625.2510+21.65=DI-2B - 8'INV OUT=633.50INV IN=633.75INV IN=633.7511+90.77=DI-2B - 10'INV OUT=640.44INV IN=640.6912+17.17=DI-2B - 6'INV OUT=640.82TOP=588.79TOP=601.83TOP=608.67TOP=609.45TOP=610.61TOP=611.96TOP=614.30TOP=622.45TOP=623.27TOP=623.27TOP=624.42TOP=630.08TOP=638.52TOP=645.42TOP=645.42POND #1
FOREBAY
20A 20B 2120 22
2:122B
PROPOSED
GRADE
HGL
EXISTING
GRADE
STORM STR. 20 TO STR. 58A
COMPACT FILL TO 95
MAXIMUM DRY DENSITY
PER ASTM D6988" WL XING58A
8" WL XING8" WL XING4" SAN LAT XINGLOT # 53 4" SAN LAT XINGLOT # 54 8" SAN XING4" SAN LAT XINGLOT # 22 4" SAN LAT XINGLOT # 23 4" SAN LAT XINGLOT # 24 4" SAN LAT XINGLOT # 25 4" SAN LAT XINGLOT # 26 4" SAN LAT XINGLOT # 27 4" SAN LAT XINGLOT # 28 8" SAN XING8" SAN XING8" SAN XING-1+00 -0+50
35' CL 1
RIP RAP
63' - 3
6
" ADS N
-
1
2
#3.97STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY, VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU, VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER, VA MARTINSBURG, WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2022
43
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
585
590
595
600
605
610
615
620
625
630
635
640
645
585
590
595
600
605
610
615
620
625
630
635
640
645
37'
- 36"
ADS N-12
#0.67
114' - 36" A
D
S
N
-
1
2
#
2
.
0
8
74' -
3
6" ADS
N-
1
2
#
5.
7
8
162' - 36" A
D
S
N
-
1
2
#
1
.
8
6
143' - 36" ADS HP #0.50
151' - 36" ADS N-12 #0.50
50' - 36"
ADS N-12
#0.50
40'
- 36"
ADS N-12
#0.50
222' - 15
"
A
D
S
N
-
1
2
#
2
.
7
3
26'
- 15"
ADS N-12
#0.50
22B 24
25
25A
26
27
28 29 30
31 31A
0+00.00= MH-1 - 7' DIAM. BASEINV OUT=602.00INV IN=603.00INV IN=603.000+37.17=DI-2E - 6'INV OUT=603.25INV IN=603.50INV IN=605.351+51.60=DI-2E - 8'INV OUT=605.88INV IN=606.132+25.49=DI-2E - 4'INV OUT=610.40INV IN=610.653+87.97=DI-2EE - 4'INV OUT=613.68INV IN=613.93INV IN=623.955+30.89=DI-2EE - 6'INV OUT=614.64INV IN=614.896+81.45=DI-2E - 6'INV OUT=615.64INV IN=615.89INV IN=617.557+31.92=DI-2F - 6'INV OUT=616.14INV IN=616.397+71.56=DI-2E - 8'INV OUT=616.59INV IN=618.34INV IN=616.849+93.18=DI-2B - 12'INV OUT=624.40INV IN=624.65INV OUT=624.78TOP=610.61TOP=610.27TOP=612.88TOP=617.40TOP=628.88TOP=627.68TOP=623.47TOP=623.15TOP=623.34TOP=629.42TOP=629.42STA3+87.97
ELEV623.95
CROWN625.20
8" SAN SEW XINGSTORM STR. 22B TO STR. 31A
COMPACT FILL TO 95
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT FILL TO 95
MAXIMUM DRY DENSITY
PER ASTM D698
10+19.58=DI-2B - 10'PROPOSED
GRADE
EXISTING
GRADE
HGL
4" SAN LAT XINGLOT 524" SAN LAT XINGLOT 514" SAN LAT XINGLOT 504" SAN LAT XINGLOT 494" SAN LAT XINGLOT 484" SAN LAT XINGLOT 474" SAN LAT XINGLOT 464" SAN LAT XINGLOT 454" SAN LAT XINGLOT 444" SAN LAT XINGLOT 434" SAN LAT XINGLOT 424" SAN LAT XINGLOT 41-0+50 0+00 0+50 1+00
575
580
585
590
595
600
605
610
615
620
575
580
585
590
595
600
605
610
615
620
26'
- 15"
ADS N-12
#1.14
24 23
TOP=610.27TOP=610.278" SAN SEW XINGCOMPACT
FILL TO 95
MAXIMUM
DRY DENSITY
PER ASTM
D698
STORM STR. 24 TO STR. 230+00.00=DI-2E - 6'INV OUT=603.25INV IN=605.35INV IN=603.500+26.40=DI-2B - 8'INV OUT=605.65PROPOSED
GRADE
EXISTING
GRADE
HGL
-0+50 0+00 0+50 1+00 1+50 2+00
595
600
605
610
615
620
625
630
635
595
600
605
610
615
620
625
630
635
26'
- 18"
ADS N-12
#0.57
52' - 15"
ADS N-12
#0.58
44' - 15"
ADS N-12
#0.57
28 28A 28B 28C
0+00.00=DI-2E - 6'INV OUT=615.64INV IN=617.55INV IN=615.890+26.40=DI-2B - 6'INV OUT=617.70INV IN=617.950+78.31=DI-2C - 6'INV OUT=618.25INV IN=618.501+22.07=DI-2B - 6'INV OUT=618.75TOP=623.47TOP=623.47TOP=623.15TOP=623.388" SAN SEW XING4" SAN LAT XINGLOT 112STORM STR. 28 TO STR. 28C
COMPACT
FILL TO 95
MAXIMUM
DRY DENSITY
PER ASTM
D698
PROPOSED
GRADE
EXISTING
GRADE
HGL
SAN LATS UPDATED4" SAN LAT XINGLOT 113-0+50 0+00 0+50
610
615
620
625
630
635
640
645
610
615
620
625
630
635
640
645
31' - 15"
ADS N-
1
2
#2.30
57 57A
0+00.00=DI-2B - 8'INV OUT=633.50INV IN=633.75INV IN=633.750+30.54=DI-2B - 6'INV OUT=634.45TOP=638.53TOP=639.14595
600
605
610
615
620
625
630
595
600
605
610
615
620
625
630
26'
- 15"
ADS N-12
#1.55
55 55A
TOP=624.42TOP=624.42-0+50 0+00 0+50 1+00
585
590
595
600
605
610
615
620
585
590
595
600
605
610
615
620
27'
- 15"
ADS N-12
#0.60
50 50A
0+00.00=DI-2E - 6'INV OUT=603.50INV IN=605.25INV IN=603.750+26.50=DI-2B - 6'INV OUT=605.41TOP=611.96TOP=612.048" SAN SEW XING8" SAN SEW XING8" SAN SEW XINGEXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
HGL
HGL
HGL
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
-0+50 0+00 0+50 1+000+00.00=DI-2B - 8'INV OUT=618.66INV IN=619.41INV IN=619.410+26.40=DI-2B - 10'INV OUT=619.82COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 57 TO STR. 57A STORM STR. 55 TO STR. 55A STORM STR. 50 TO STR. 50A-0+50 0+00 0+50 1+00
595
600
605
610
615
620
625
630
635
640
595
600
605
610
615
620
625
630
635
640
26'
- 15"
ADS N-12
#1.14
26 26A
0+00.00=DI-2EE - 4'INV OUT=613.68INV IN=623.95INV IN=613.930+26.40=DI-2B - 4'INV OUT=624.25TOP=628.88TOP=628.88STA0+00.00
ELEV613.93
CROWN616.93
8" SAN SEW XINGSTORM STR. 26 TO STR. 26A
PROPOSED
GRADE
EXISTING
GRADE
HGL
-1+009+50 10+00 10+50 11+00 11+50
600
605
610
615
620
625
630
635
640
600
605
610
615
620
625
630
635
640
74' - 18"
ADS N-12 #0.50
30A
30C
10+00.00=DI-1INV OUT=617.44INV IN=618.63INV IN=617.6910+74.25=DI-1INV OUT=619.00TOP=623.50TOP=623.00EXISTING
GRADE
HGL
PROPOSED
GRADE
STORM STR. 30A TO STR. 30C STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2022
44
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
610
615
620
625
630
635
640
645
650
655
660
665
610
615
620
625
630
635
640
645
650
655
660
665
119' - 24" ADS N-12 #0.50
76' - 24"
ADS N-12 #0.50
205' -
2
4"
A
D
S
N-
1
2
#
4.
9
1
102' -
2
4"
A
D
S
N-1
2
#6.8
0
153' - 24" A
D
S
N
-
1
2
#
2
.
0
2
30 30A
30B
30D
30E
30F
0+00.00=DI-2E - 8'INV OUT=616.59INV IN=616.84INV IN=618.341+19.45=DI-1INV OUT=617.44INV IN=617.69INV IN=618.631+95.05=DI-1INV OUT=618.07INV IN=618.324+00.01=DI-1INV OUT=628.38INV IN=628.635+01.76=DI-1INV OUT=635.55INV IN=635.806+54.97=DI-1INV OUT=638.89TOP=623.34TOP=623.50TOP=624.00TOP=632.20TOP=639.60TOP=642.89STORM STR. 30 TO STR. 30F 8" W/L XINGPROPOSED
GRADE
EXISTING
GRADE
HGL
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
605
610
615
620
625
630
635
640
645
650
655
605
610
615
620
625
630
635
640
645
650
655
92' - 30" ADS N-12
#0.54
34' - 30"
ADS N-12
#0.5869' - 30"
ADS N-12
#0.5868' - 30" ADS N-12 #11.89
70' - 24"
ADS N-12
#1.73
188' - 18" ADS N-12 #0.7
8
35' - 18"
ADS N-12
#0.51
146' - 15" ADS N
-
1
2
#
1
.
3
3
97' - 15
"
A
D
S
N
-
1
2
#3.76
53
80
81
81A
81B
82
83 84
85 86
0+00.00=DI-2E - 4'INV OUT=614.65INV IN=615.15INV IN=616.930+92.12=DI-2B - 6'INV OUT=615.65INV IN=615.901+26.39=DI-2B - 6'INV OUT=616.10INV IN=616.351+95.22=DI-1INV OUT=616.75INV IN=617.002+63.57=MH-1INV OUT=625.13INV IN=625.63INV IN=626.133+34.05=DI-2B - 8'INV OUT=626.85INV IN=627.605+21.82=DI-2B - 8'INV OUT=629.06INV IN=629.315+56.98=DI-2B - 6'INV OUT=629.49INV IN=631.747+02.85=DI-2B - 4'INV OUT=633.68INV IN=633.938+00.03=DI-1INV OUT=637.58TOP=623.27TOP=624.94TOP=625.48TOP=623.26TOP=631.33TOP=633.87TOP=637.74TOP=638.13TOP=640.32TOP=640.008" SAN8" SAN XING 8" W/L XING8" W/L XINGXINGPROPOSED
GRADE
EXISTING
GRADE
8" W/L XINGSTORM STR. 53 TO STR. 86
HGL
HGL
4" SAN LATLOT 554" SAN LATLOT 944" SAN LATLOT 934" SAN LATLOT 924" SAN LATLOT 914" SAN LATLOT 904" SAN LATLOT 894" SAN LATLOT 884" SAN LATLOT 744" SAN LATLOT 754" SAN LATLOT 764" SAN LATLOT 774" SAN LATLOT 784" SAN LATLOT 794" SAN LATLOT 800+00 0+50 1+00 1+50 2+00
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
51' - 24"
ADS N-12
#0.98
26'
- 24"
ADS N-12
#0.57
127' - 24" ADS N-12 #0.51
1 2 2A 2B
0+00.00= EW-1INV OUT=630.200+51.07=DI-2BB - 4'INV OUT=630.70INV IN=630.950+77.47=DI-2BB - 6'INV OUT=631.10INV IN=631.352+04.95= EW-1INV OUT=632.00TOP=642.02TOP=642.028" SAN SEW XINGEXISTING
GRADE
HGL
PROPOSED
GRADE
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 1 TO STR. 2B8" WL XING35' CL A1
RIP RAP
-1+00 -0+50 0+00 0+50 1+00
605
610
615
620
625
630
635
640
645
605
610
615
620
625
630
635
640
645
36'
- 18"
ADS N-12
#1.61
81B 81C
0+00.00= MH-1INV OUT=625.13INV IN=626.13INV IN=625.630+36.09=DI-2B - 6'INV OUT=626.71TOP=631.33TOP=631.618" SAN XING8" W/L XINGSTORM STR. 81B TO STR. 81C
-0+50 2+50
PROPOSED
GRADE
EXISTING
GRADE
HGL
STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2022
45
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
STORM STR. 3B TO STR. 14A STORM STR. 3 TO STR. 3A
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
166' - 30" ADS HP #0.50
290' - 30" ADS HP #0.50
140' - 24" ADS N-12 #0.50
130' - 18" ADS N-12 #0.50
127' - 18"
A
D
S
N
-
1
2
#
2
.
1
3
102' -
1
5
"
A
D
S
N
-
1
2
#4.00
26' - 15"
ADS N-12
#0.49
3B
3
4
5
12
13
14 14A
0+00.00= EW-1INV OUT=628.211+66.49=DI-2EE - 6'INV OUT=629.04INV IN=629.29INV IN=639.414+56.87=DI-2EE - 6'INV OUT=630.74INV IN=631.24INV IN=635.015+97.13=DI-2C - 6'INV OUT=631.95INV IN=632.20INV IN=632.427+27.08=DI-2B - 4'INV OUT=632.85INV IN=633.10INV IN=633.358+53.88=DI-2B - 6'INV OUT=635.80INV IN=636.05INV IN=636.059+55.42=DI-2B - 4'INV OUT=640.11INV IN=640.369+81.82=DI-2B - 6'INV OUT=640.49TOP=646.18TOP=642.93TOP=640.48TOP=638.51TOP=641.13TOP=645.43TOP=645.438" SAN XING8" SAN XING4" SAN LAT XINGLOT # 142 8" SAN XING8" SAN XINGPROPOSED
GRADE PROPOSED
GRADE
HGL
HGL
EXISTING
GRADE
EXISTING
GRADE
40' CL A1
RIP RAP
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
-0+50 0+00 0+50
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
26' - 15"
ADS N-12
#0.49
3 3A
0+00.00=DI-2EE - 6'INV OUT=629.04INV IN=639.41INV IN=629.290+26.40=DI-2B - 4'INV OUT=639.54TOP=646.18TOP=646.18PROPOSED
GRADE
EXISTING
GRADE
HGL
8" WL XING8" W/L XING6" FM XING6" FM XINGCONCRETE
CRADLE
STORM STR. 12 TO STR. 12A STORM STR. 13 TO STR. 15A
-0+50 0+00 0+50 1+00 1+50 2+00
620
625
630
635
640
645
650
655
660
620
625
630
635
640
645
650
655
660
26' - 18"
ADS N-12
#0.50
117' - 15" ADS N-12 #0.50
13 13A 15A
0+00.00=DI-2B - 6'INV OUT=635.80INV IN=636.05INV IN=636.050+26.40=DI-2B - 8'INV OUT=636.18INV IN=636.431+43.17=DI-1INV OUT=637.02TOP=641.13TOP=641.13TOP=640.50PROPOSED
GRADE
EXISTING
GRADE
HGL
-0+50 0+00 0+50 1+00
605
610
615
620
625
630
635
640
645
605
610
615
620
625
630
635
640
645
26' - 15"
ADS N-
1
2
#2.14
12 12A
0+00.00=DI-2B - 4'INV OUT=632.85INV IN=633.35INV IN=633.100+26.40=DI-2B - 6'INV OUT=633.91TOP=638.51TOP=638.518" SAN XINGHGL
PROPOSED
GRADE
EXISTING
GRADE
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
8" SAN XING0+00.00=DI-2EE - 6'INV OUT=630.74INV IN=635.01INV IN=631.240+26.40=DI-2B - 6'INV OUT=635.15INV IN=635.401+46.39=DI-1INV OUT=636.24INV IN=636.492+25.77=DI-1INV OUT=637.50STORM STR. 4 TO STR. 4C
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
26' - 15"
ADS N-12
#0.48
120' - 15" ADS N-12 #0.50
79' - 15" ADS N
-
1
2
#1.27
4 4A
4B
4C
TOP=642.93TOP=640.00TOP=641.898" SAN XINGPROPOSED
GRADE
EXISTING
GRADE
HGL
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D6988" W/L XING8" W/L XING-0+50 0+00 0+50 1+00 1+50 2+00
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
26' - 15"
ADS N-12 #0.50
118' - 1
5
"
A
D
S
N
-
1
2
#
3
.
1
5
5 6 7
0+00.00=DI-2C - 6'INV OUT=631.95INV IN=632.42INV IN=632.200+26.40=DI-2C - 6'INV OUT=632.55INV IN=632.801+43.99=DI-1INV OUT=636.50TOP=640.48TOP=640.48TOP=640.208" SAN XING6" FM XING8" W/L XING6" FM XINGSTORM STR. 5 TO STR. 7
PROPOSED
GRADE
EXISTING
GRADE
HGL
0+00 0+50 1+00 1+50 2+00
605
610
615
620
625
630
635
640
645
605
610
615
620
625
630
635
640
645
80' - 24" ADS N-12
#0.50
67' - 24"
ADS N-12
#0.52
122 123 124
0+00.00=DI-1AINV OUT=618.11INV IN=628.30INV IN=626.80INV IN=618.610+79.70=DI-1INV OUT=628.70INV IN=628.951+47.18=DI-1INV OUT=629.30TOP=635.00TOP=635.00TOP=633.30COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 122 TO STR. 124
20' - 21"
EX. CMP
#3.50
-0+50
600 600
PROPOSED
GRADE
EXISTING
GRADE
HGL STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2022
46
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
605
610
615
620
625
630
635
640
645
605
610
615
620
625
630
635
640
645
95' - 36" ADS HP #0.50
121 122 122A
0+00.00= EW-1INV OUT=609.000+94.99= MH1INV OUT=609.47INV IN=616.723+01.41=DI-1AINV OUT=618.11INV IN=618.61INV IN=628.30INV IN=626.804+61.41=EW-1INV OUT=624.00TOP=639.57TOP=635.008" SAN SEW XINGEXISTING
GRADE
HGL
PROPOSED
GRADE
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 120 TO STR. 122A8" WL XING2:1206' - 36"
ADS HP
#0.678" WL XING6" FM XING120
3:1
600 600
-0+50
20' CL A1
RIP RAP
CONCRETE
CRADLE18" STM XING18" STM XING160' - 3
0
"
ADS N-
1
2
#3.37 EX. 10" SAN XING0+00 0+50 1+00
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
59' - 15
"
ADS N
-
1
2
#3.22
26'
- 15"
ADS N-12
#0.50
140 141 141A
0+00.00=EW-1INV OUT=626.000+59.07=DI-2B - 6'INV OUT=627.90INV IN=628.150+85.47=DI-2B - 6'INV OUT=628.28TOP=632.92TOP=632.92-0+50 0+00 0+50 1+00 1+50
595
600
605
610
615
620
625
630
635
640
600
605
610
615
620
625
630
635
640122B122C
TOP=635.14TOP=635.148" SAN SEW XINGEXISTING
GRADE
EXISTING
GRADE
HGL
HGL
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 122B TO STR. 122C
STORM STR. 140 TO STR. 141A6" FM XING20' CL A1
RIP RAP3:1
-0+500+00.00=DI-2C - 6'INV OUT=627.10INV IN=627.35INV IN=627.350+27.42=DI-2C - 6'INV OUT=627.5027' - 15"
ADS N-12
#0.55
-0+50 0+00 0+50 1+00 1+50 2+00
600
605
610
615
620
625
630
635
640
645
650
600
605
610
615
620
625
630
635
640
645
650
59' - 15"
ADS N-12
#0.51
64' - 15"
ADS N-12
#0.55
28' - 15"
ADS N-12
#0.53
122 122B
9B 9A
0+00.00=DI-1AINV OUT=618.11INV IN=626.80INV IN=628.30INV IN=618.610+58.51=DI-2C - 6'INV OUT=627.10INV IN=627.35INV IN=627.351+22.41=DI-2BB - 4'INV OUT=627.70INV IN=627.951+50.80=DI-2B - 6'INV OUT=628.10TOP=635.00TOP=635.14TOP=636.81TOP=636.81PROP. 30"STM XING8" WL XINGEXISTING
GRADE
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698 6" FM XINGSTORM STR. 122 TO STR. 9A 6" FM XING3:1
PROPOSED
GRADE
HGL
-0+50 0+00 0+50 1+00 1+50
595
600
605
610
615
620
625
630
635
640
600
605
610
615
620
625
630
635
640
78' - 15" ADS N-12
#0.51
142A 142
0+00.00=EW-1INV OUT=620.600+77.87=DI-2C - 6'INV OUT=621.00TOP=625.730+00 0+50 1+00 1+50 2+00 2+50 3+00
605
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
107' - 15" ADS N-12
#0.52
26'
- 15"
ADS N-12
#0.57
98' - 15" ADS N-12
#0.51
98' - 15" ADS N-12
#0.52
2C 2D 2E 2F 2G
0+00.00=EW-1INV OUT=623.441+07.05=DI-2CC - 6'INV OUT=624.00INV IN=624.251+33.45=DI-2CC - 6'INV OUT=624.40INV IN=626.602+31.03=MH1INV OUT=627.10INV IN=629.503+24.01=DI-1INV OUT=630.08TOP=639.92TOP=639.92TOP=640.58TOP=632.908" SAN SEW XING4" SAN LAT XINGLOT 137EXISTING
GRADE
EXISTING
GRADE
HGL
HGL
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 142A TO STR. 142 STORM STR. 2C TO STR. 2G8" WL XING11' CL A1
RIP RAP
13' CL A1
RIP RAP
-0+50
0+00 0+50
595
600
605
610
615
620
625
630
635
595
600
605
610
615
620
625
630
635100A100101
EXISTING
GRADE
HGL
PROPOSED
GRADE
COMPACT FILL
TO 95
MAXIMUM DRY
DENSITY PER
ASTM D698
STORM STR. 100A TO STR. 1018" WL XINGTOP=622.82TOP=622.25TOP=622.25-0+50 0+00.00=DI-2BB - 6'INV OUT=601.63INV IN=613.50INV IN=601.880+50.00=DI-2C - 6'INV OUT=613.75INV IN=614.000+73.40=DI-2C - 6'INV OUT=614.1250' - 15"
ADS N-12
#0.50
23' - 15"
ADS N-12
#0.51STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2022
47
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
575
580
585
590
595
600
605
610
615
620
625
630
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
121' - 24" ADS N-12 #0.50
66' - 24"
ADS N-
1
2
#2.3994' - 24" ADS
N-12 #7.59
118' - 18" ADS
N-12
#8.05
108' -
1
8
"
A
D
S
H
P
#4.29
23' - 18"
ADS HP
#0.51
49' - 18"
ADS HP
#0.51
288' - 15
"
A
D
S
N
-
1
2
#
2
.
8
0
207' - 15" ADS N-12 #0.50199' - 15" ADS
N-12
#7.57
103 104 105
106
107
108 109
110
0+00.00=EW-1INV OUT=576.001+21.09=24" NYLOPLAST INLET,INV OUT=576.61INV IN=577.751+87.11=24" NYLOPLAST INLET, 24" BASININV OUT=579.32INV IN=579.572+81.28=24" NYLOPLAST INLET, 24" BASININV OUT=586.72INV IN=587.223+99.63=24" NYLOPLAST INLET, 24" BASININV OUT=596.75INV IN=597.005+07.66=DI-2BB - 6'INV OUT=601.63INV IN=601.88INV IN=613.505+31.06=DI-2BB - 6'INV OUT=602.00INV IN=602.255+80.05=24" NYLOPLAST INLET, 24" BASININV OUT=602.50INV IN=602.758+67.68=24" NYLOPLAST INLET, 24" BASININV OUT=610.81INV IN=611.0610+74.96=24" NYLOPLAST INLET, 24" BASININV OUT=612.10INV IN=612.3512+74.39=24" NYLOPLAST INLET, 24" BASININV OUT=627.44TOP=582.00TOP=583.94TOP=590.88TOP=600.42TOP=622.82TOP=622.76TOP=606.10TOP=616.18TOP=615.73TOP=630.69105A
100A 101A
STORM STR. 103 TO STR. 110
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
HGL
HGL 8" WL XING24" BASIN-0+50 2:12:117' CL A1
RIP RAP STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY, VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU, VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER, VA MARTINSBURG, WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2022
48
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
0+00 0+50 1+00 1+50 2+00
555
560
565
570
575
580
585
590
555
560
565
570
575
580
585
590
139' - 24" R
C
P
C
L
V
#
1
.
8
5
150 152
0+00.00=EW-1INV OUT=576.001+38.68=DI-1INV OUT=578.57TOP=582.07PROPOSED
GRADE
HGL
EXISTING
GRADE2:12:12:1
STORM STR. 150 TO STR. 152
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
560
565
570
575
580
585
590
595
600
605
560
565
570
575
580
585
590
595
600
605
20' - 24"
ADS N-12
#0.49
46' - 24"
ADS HP
#0.50
144' - 15" ADS HP #0.53
160' -
1
5"
A
D
S
N-
1
2
#
5.
8
1
105' - 15"
A
D
S
N
-
1
2
#2.14
147 148 149 151
0+00.00=EW-1INV OUT=576.000+20.44=MH-1INV OUT=576.10INV IN=579.300+66.11=DI-1INV OUT=579.53INV IN=580.282+10.08=DI-1INV OUT=581.05INV IN=581.303+70.18=DI-1INV OUT=590.60INV IN=590.854+75.30=DI-1INV OUT=593.10TOP=586.00TOP=595.06TOP=584.59TOP=594.10TOP=596.908" SAN XING151A 152A
COMPACT FILL TO 95
MAXIMUM DRY DENSITY
PER ASTM D698
PROPOSED
GRADE
HGL
EXISTING
GRADE2:12:12:1
STORM STR. 147 TO STR. 152A
COMPACT FILL TO 95
MAXIMUM DRY DENSITY
PER ASTM D698
12' CL A1
RIP RAP
12' CL A1
RIP RAP
-0+50-1+00
-0+50
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
580
585
590
595
600
605
610
615
620
625
630
635
580
585
590
595
600
605
610
615
620
625
630
635
30'
- 18"
ADS N-12
#0.67
74' - 18"
ADS N-12 #0.74
127' - 18" AD
S
N
-
1
2
#
1
.
5
8
51
51A
52A
51B
10+00.00=DI-2E - 6'INV OUT=606.25INV IN=606.50INV IN=606.8510+29.93=DI-1INV OUT=606.70INV IN=606.9511+03.82=DI-1INV OUT=607.50INV IN=607.7512+30.58=DI-1INV OUT=609.75TOP=614.30TOP=610.00TOP=611.90TOP=618.80STORM STR. 51 TO STR. 51B
EXISTING
GRADE COMPACT FILL TO 95
MAXIMUM DRY DENSITY
PER ASTM D698
PROPOSED
GRADE
HGL
10+00 10+50 11+00 11+50
620
625
630
635
640
645
620
625
630
635
640
645
10+00.00 = EW-1INV OUT=636.6010+22.64 = EW-1INV IN=636.83CV1 CV2
PROPOSED
GRADE
EXISTING
GRADE
23' - 15"
ADS N-12 #1.02
COMPACT FILL TO 95
MAXIMUM DRY DENSITY
PER ASTM D698
CULVERT #2 - CV1 TO CV2 STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
15 07-05-2023
49
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
10+00 10+50 11+00 11+50 12+00 12+50 13+00
575
580
585
590
595
600
605
610
615
620
625
630
575
580
585
590
595
600
605
610
615
620
625
630200201
35' CLASS
1 RIP-RAP
T=2"
17' CLASS 1
RIP-RAP
T=2"10+50.05=7'SPAN X 6'HEIGHT BOX CULVERTTYPE I WINGWALLINV OUT=581.50 EMBEDDED 6" 10+50.05=7'SPAN X 6'HEIGHT BOX CULVERTTYPE I WINGWALLINV OUT=588.2 EMBEDDED 6" 185' - 7' SPAN X 6' HEIGHT
SINGLE BOX CULVERT # 3.81
BCS-0 TYPE I WINGWALLSC/L HOPKINS DRIVE6" EMBEDDED
6" EMBEDDED
STORM STR. 200 TO STR. 2018" WL XINGPROPOSED
GRADE
EXISTING
GRADE2:12:1STORM SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 50 662-185FD[: 50 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
03 7-22-2021
9A
03-09-2021
INT
21-05
88
392L
V: 1" = 5'
H: 1" = 50'
BOX CULVERT NOTES:
1.THE STANDARD BOX CULVERT DESIGN TABLE IN THE PLANS IS FOR CIP CAST IN PLACE OPTION ONLY. A
PRECAST SUBSTITUTE IS NOT ALLOWED WITHOUT A PLAN REVISION ALONG WITH A PLAN REVIEW AND
APPROVAL BY VDOT.
2.IF PRECAST OPTION IS PROPOSED A SEPARATE CULVERT DESIGN NEEDS TO BE SUBMITTED TO THE
BRIDGE OFFICE FOR REVIEW.
3.ALL CULVERT DESIGN NEEDS TO BE ACCOMPANIED WITH CORRESPONDING LOAD RATING. A BRASS
CULVERT DESIGN FILE AND BUR XML FILE IS RE4UIRED FOR SUBMISSION CONSIDERING THIS PLAN
CONDITION. THIS IS APPLICABLE FOR BOTH THE CIP OR THE PRECAST OPTION.
.IF THERE ARE ANY SIGNIFICANT CHANGES TO THE PLAN DESIGN AN AS-BUILT PLAN WITH ITS LOAD
RATING SHOULD BE SUBMITTED TO THE BRIDGE OFFICE 2 WEEKS BEFORE THE STRUCTURE IS OPEN TO
TRAFFIC.
5.THE CONSTRUCTED PRODUCT NEEDS TO HAVE A FINAL SAFETY INSPECTION 2 WEEKS BEFORE THE
STRUCTURE IS OPEN TO TRAFFIC. PLEASE NOTIFY THE BRIDGE OFFICE IN ADVANCE TO SCHEDULE THE
AFOREMENTIONED INSPECTIONS.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22STORM SEWER COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
NA
50
03-09-2021
INT
21-05
88
3924L
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22STORM SEWER COMPUTATIONS
SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIARev. No.Date NA50A03-09-2021INT21-05883924L
2:1
2:1
2'
8'
1' DEEP
SWALE
-4.0%-4.0%
FREDERICK WATER ACCESS
(8' WIDE NO SHOULDER)
EX. GRADE
PROP. GRADE
10 YR FLOW
DEPTH 0.53'
2'4'4'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22DITCH COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
12 12-1-2022
NA
50B
03-09-2021
INT
21-05
88
3924L
CHANNEL TYPICAL SECTION
NOT TO SCALE
b cd
a
TRAPEZOID CHANNEL
WITH NA GREEN LINING
OR APPROVED EQUAL fg
h eNotes: Hydraulic Toolbox 4.4 & NA Green's ECMDS was used to calculate the values in the chart above.
All liners will be NA Green liners or approved equal.
E&S 1 DITCH 14
NOT TO SCALE
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
605
610
615
620
625
630
635
640
645
650
605
610
615
620
625
630
635
640
645
650
LOT 138LOT 137LOT 136LOT 135PROP. 24"STORM XINGLOT 134LOT 133LOT 132LOT 131LOT 130LOT 129LOT 128PROP. 15"STORM XINGLOT 127LOT 126PROP. 15"STORM XINGLOT 125PROP. 8"SAN. XINGPROP. 36"STORM XINGLOT 2PROPOSED
GRADE
EXISTING
GRADE
18"
MIN.04+85.61= 0+00.00 W/L "D"8"[8" TEE 3-8" GV07+56.90 = 8"[6" TEE 1-6" GV FH ASSEMBLY10+52.52 = 2+74.73 W/L "A"=8"[8" TEE 3-8" GV8" W/L DIP CL 52
8" W/L
DIP CL 52
4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XINGPROP. 15"STORM XINGRESTRAINT -OINTS (TYP.)RESTRAINT -OINTS (TYP.)MATCHLINEW/L "C" (LEHIGH DR.)
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
5+75.63= AIR RELEASE VACUUM VALVE-0+50 0-20.00= 20' STUB WITH FLUSHING ASSEMBLY0+03.35= 1-8" GV 1-6" GV FH ASSEMBLY4.0'
MIN.
18"
MIN.
4.0'
MIN.
4.0'
MIN.PROP. 6"SAN. FM XINGLOT 34" SAN LAT XING11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
615
620
625
630
635
640
645
650
655
660
615
620
625
630
635
640
645
650
655
660
LOT 2PROP. 15"STORM XINGLOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 14LOT 15LOT 16PROPOSED
GRADE
EXISTING
GRADE
4.0'
MIN.13+24.48 = 0+00.00 W/L "E"=8"[8" TEE 3-8" GV15+98.49 = 8"[6" TEE 1-6" GV FH ASSEMBLY8" W/L DIP CL 52
4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XINGRESTRAINT -OINTS (TYP.)MATCHLINEMATCHLINECOMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
W/L "C" (LEHIGH DR.)16+54.13 = AIR RELEASE VACUUM VALVELOT 13LOT 34" SAN LAT XINGLOT 44" SAN LAT XING4" SAN LAT XING18"
MIN.
18"
MIN.WATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2022
51
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50
585
590
595
600
605
610
615
620
625
630
635
585
590
595
600
605
610
615
620
625
630
635
4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
22+54.79 = 8"[6" TEE 1-6" GV FH ASSEMBLY25+31.11 = 10+94.59 WL "F"= 0+00.00 WL "G"8"[8" CROSS 4-8" GV29+33.94 = 17+34.81 W/L "E"=8"[8" TEE 3-8" GV29+86.55 = 8"[6" TEE 1-6" GV FH ASSEMBLYRESTRAINT -OINTS (TYP.)MATCHLINECOMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
W/L "C" (LEHIGH DR.)
8" W/L DIP CL 52
8" W/L
DIP CL 52
640 640
30+56.94 = 70' STUB WITH FLUSHING ASSEMBLYPROP. 48"STORM XING4.0'
MIN.
4.0'
MIN.
18"
MIN.4" SAN LAT XINGLOT 164" SAN LAT XINGLOT 164" SAN LAT XINGLOT 174" SAN LAT XINGLOT 174" SAN LAT XINGLOT 184" SAN LAT XINGLOT 194" SAN LAT XINGLOT 194" SAN LAT XINGLOT 204" SAN LAT XINGLOT 204" SAN LAT XINGLOT 214" SAN LAT XINGLOT 214" SAN LAT XINGLOT 954" SAN LAT XINGLOT 964" SAN LAT XINGLOT 964" SAN LAT XINGLOT 974" SAN LAT XINGLOT 974" SAN LAT XINGLOT 984" SAN LAT XINGLOT 984" SAN LAT XINGLOT 99WATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2021
52
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
600
605
610
615
620
625
630
635
640
645
650
655
600
605
610
615
620
625
630
635
640
645
650
655
PROP. 15"STORM XING4.0'
MIN.
4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
0+00.00 = 13+24.48 W/L C"=8"[8" TEE 3-8" GV04+92.12 = 0+00.00 W/L "F"8"[8" TEE 3-8" GV10+53.12 = 8"[6" TEE 1-6" GV FH ASSEMBLY8" W/L
DIP CL 52
8" W/L
DIP CL 52
RESTRAINT -OINTS (TYP.)MATCHLINECOMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
W/L "E" (THORNTON WAY)2+60.17 = AIR RELEASE VACUUM VALVE18"
MIN.4" SAN LAT XINGLOT 1244" SAN LAT XINGLOT 1234" SAN LAT XINGLOT 1224" SAN LAT XINGLOT 1214" SAN LAT XINGLOT 1204" SAN LAT XINGLOT 1194" SAN LAT XINGLOT 1184" SAN LAT XINGLOT 1174" SAN LAT XINGLOT 1164" SAN LAT XINGLOT 1154" SAN LAT XINGLOT 1144" SAN LAT XINGLOT 1134" SAN LAT XINGLOT 1124" SAN LAT XINGLOT 1114" SAN LAT XINGLOT 1100+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
PROP. 30"STORM XING4.0'
MIN.
4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
W/L "D" (MENASHA CT.)00+00.00 = 04+85.61 W/L "C"8"[8" TEE 3-8" GV00+26.47 = 22.5 BEND04+46.30 = 45 BEND04+86.59 = FH ASSEMBLY8" W/L
DIP CL 52
04+75.98 = 8"X6" REDUCER 1-6" GV6" WL
DIP CL 52
0+00 0+50 1+00 1+50 2+00
610
615
620
625
630
635
640
610
615
620
625
630
635
640
PROP. 8"SAN. XING4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
00+00.00= TIE TO EX WL 1-8" GV00+09.11= 45 BEND01+25.23= 1+42.52 W/L "A"=8"[8" TEE 3-8" GV8" W/L
DIP CL 52
RESTRAINT
-OINTS (TYP.)
W/L "B" (MASON ST.)
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698PROP. 6"SAN. FM XING4" SAN LAT XINGLOT 1314" SAN LAT XINGLOT 1434" SAN LAT XINGLOT 1444" SAN LAT XINGLOT 1454" SAN LAT XINGLOT 1464" SAN LAT XINGLOT 1474" SAN LAT XINGLOT 1480+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
610
615
620
625
630
635
640
645
610
615
620
625
630
635
640
645
4" SAN LAT XINGLOT 1EXISTING
GRADE
00+00.00= TIE TO EX WL01+42.52= 01+25.23 W/L "B"=8"[8" TEE 3-8" GV02+74.73= 10+52.52 W/L "C"=8"[8" TEE 3-8" GVRESTRAINT -OINTS (TYP.)
W/L "A" (ROSSUM LN.)
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698TEST PIT0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
610
615
620
625
630
635
640
645
610
615
620
625
630
635
640
645
PROP. 30"STORM XINGPROP 15"STORM XING4" SAN LAT XINGLOT 14.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
00+00.00= TIE TO EX WL01+42.52= 01+25.23 W/L "B"=8"[8" TEE 3-8" GV02+74.73= 10+52.52 W/L "C"=8"[8" TEE 3-8" GV8" W/L
DIP CL 52
RESTRAINT -OINTS (TYP.)
W/L "A" (ROSSUM LN.)
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698TEST PIT18"
MIN.WATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2021
53
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
W/L "F" (TYE CT.)
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
605
610
615
620
625
630
635
640
645
650
655
605
610
615
620
625
630
635
640
645
650
655
PROP. 8"SAN. XINGPROP. 15"STORM XINGLOT 80LOT 79LOT 78LOT 77LOT 76LOT 75PROP. 18"STORM XINGPROP. 30"PROP. 30"STORM XINGPROP. 8"SAN. XING4.0'
MIN.
4.0'
MIN.
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
00+00.00 = 04+92.12 W/L "E"8"[8" TEE 3-8" GV0+38.5 = 8"[6" TEE 1-6" GV FH ASSEMBLY02+77.31 = 22.5 BEND02+80.06 = 8"[6" TEE 1-6" GV FH ASSEMBLY03+11.02 = 45 BEND06+22.19 = 8"[6" TEE 1-6" GV FH ASSEMBLY09+30.92 = 8"[6" TEE 1-6" GV FH ASSEMBLY10+94.59 = 00+00.00 W/L "G"= 25+51.11 W/L "C"8"[8" CROSS 4-8" GV8" W/L
DIP CL 52
8" W/L
DIP CL 52
8" W/L
DIP CL 52LOT 74LOT 73LOT 72LOT 71LOT 70LOT 69LOT 66LOT 65LOT 64LOT 63LOT 62LOT 61LOT 60LOT 59LOT 58LOT 57LOT 56LOT 55STORM XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XING4" SAN LAT XINGRESTRAINT -OINTS (TYP.)
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698LOT 68LOT 67PROP. 24"STM XINGPROP. 18"STM XING4" SAN LAT XING4" SAN LAT XING4.0'
MIN.
4.0'
MIN.
18"
MIN.18"
MIN.
18"
MIN.
18"
MIN.
18"
MIN.3+59.64= AIR RELEASE VACUUM VALVEWATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2021
54
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
580
585
590
595
600
605
610
615
620
625
630
635
580
585
590
595
600
605
610
615
620
625
630
635
PROP. 48"STORM XING4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
17+34.81 = 29+33.94 W/L "C"8"[8" TEE 3-8" GV8" W/L
DIP CL 52
RESTRAINT -OINTS (TYP.)MATCHLINEW/L "E" (THORNTON WAY)
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
12+41.70 = AIR RELEASE VACUUM VALVE9+50 10+53.12 = 8"[6" TEE 1-6" GV FH ASSEMBLY8" W/L
DIP CL 52
18"
MIN.4" SAN LAT XINGLOT 1114" SAN LAT XINGLOT 1104" SAN LAT XINGLOT 1094" SAN LAT XINGLOT 1084" SAN LAT XINGLOT 1074" SAN LAT XINGLOT 1064" SAN LAT XINGLOT 1054" SAN LAT XINGLOT 1044" SAN LAT XINGLOT 103PROP. 8"SAN. XING0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
580
585
590
595
600
605
610
615
620
625
630
635
580
585
590
595
600
605
610
615
620
625
630
635
PROP. 15" STORM XINGPROP. 18"STORM XING4.0'
MIN.
PROPOSED
GRADE
EXISTING
GRADE
00+00.00 = 25+31.11 W/L "C"= 10+94.59 W/L "F"8"[8" CROSS 4-8" GV05+10.48 = 22.5 BEND 1-8" GV TIE TO EX WATERLINE8" W/L
DIP CL 52
RESTRAINT -OINTS (TYP.)
W/L "G" (HOPKINS WAY)
RESTRAINT
-OINTS (TYP.)
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698TEST PIT4.0'
MIN.
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
7'[6' BOX CULVERT
18"
MIN.WATERLINE PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2021
55
03-09-2021
INT
21-05
88
3924L
V: 1" = 5'
H: 1" = 50'
0+000+501+006256306356406456506256306356406456500-50OVERLANDRELIEF 100 YRWSE=637.70100 YRQ=13.51 CFSDEPTH =0.58'0+000+506356406456506356406456501+000-50OVERLANDRELIEF 100 YRWSE=642.77PROP. GRADE@ OLR X-SEC.PROP. GRADE@ OLR X-SEC.100 YRQ=2.59 CFSDEPTH =0.37'0+000+501+00625630635640645625630635640645100 YRQ=53.13 CFSDEPTH =1.22'PROP. GRADE@ OLR X-SEC.OVERLANDRELIEF 100 YRWSE=638.220+000+501+001+50625630635640645625630635640645PROP. GRADE@ OLR X-SEC.OVERLANDRELIEF 100 YRWSE=636.26100 YRQ=72.87 CFSDEPTH =1.13'0+000+501+00630635640645650655630635640645650655OVERLANDRELIEF 100 YRWSE=642.66100 YRQ=23.00 CFSDEPTH =0.66'PROP. GRADE@ OLR X-SEC.0+000+501+00625630635640645650625630635640645650OVERLANDRELIEF 100 YRWSE=640.12100 YRQ=118.19 CFSDEPTH =1.39'PROP. GRADE@ OLR X-SEC.0+000+501+006306356406456506556306356406456506550-50OVERLANDRELIEF 100 YRWSE=642.75100 YRQ=9.93 CFSDEPTH =0.75'PROP. GRADE@ OLR X-SEC.OLR X-SEC "B"OLR X-SEC "C"OLR X-SEC "A"OLR X-SEC "D"OLR X-SEC "E"OLR X-SEC "F"OLR X-SEC "G"0+000+501+006306356406456506556306356406456506550-50OVERLANDRELIEF 100 YRWSE=637.16100 YRQ=20.74 CFSDEPTH =1.16'PROP. GRADE@ OLR X-SEC.OLR X-SEC "H"0+000+50625630635640645625630635640645OVERLANDRELIEF 100 YRWSE=634.19100 YRQ=29.94 CFSDEPTH =0.98'PROP. GRADE@ OLR X-SEC.1+000-500+000+501+00615620625630635615620625630635OVERLANDRELIEF 100 YRWSE=624.37100 YRQ=35.38 CFSDEPTH =0.57'PROP. GRADE@ OLR X-SEC.OLR X-SEC "I"OLR X-SEC "J"0+000+50615620625630635615620625630635OVERLANDRELIEF 100 YRWSE=625.18100 YRQ=19.88 CFSDEPTH =0.93'PROP. GRADE@ OLR X-SEC.OLR X-SEC "K"0-500+000+506156206256306356156206256306350-50OVERLANDRELIEF 100 YRWSE=625.51100 YRQ=14.81 CFSDEPTH =0.61'PROP. GRADE@ OLR X-SEC.OLR X-SEC "L"0+000+506156206256306356156206256306350-50OVERLANDRELIEF 100 YRWSE=624.96100 YRQ=12.86 CFSDEPTH =0.45'PROP. GRADE@ OLR X-SEC.OLR X-SEC "M"0+000+506056106156206256056106156206250-50OLR X-SEC "O"OVERLANDRELIEF 100 YRWSE=612.50100 YRQ=8.90 CFSDEPTH =0'PROP. GRADE@ OLR X-SEC.0+000+501+00615620625630635640615620625630635640OVERLANDRELIEF 100 YRWSE=626.21100 YRQ=16.04 CFSDEPTH =0.71'PROP. GRADE@ OLR X-SEC.0-50OLR X-SEC "N"OVERLAND RELIEF PROFILES
SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY VIRGINIA
151 :LQG\ HLOO LDQH
:LQFKHVWHU VLUJLQLD 2202
THOHSKRQH: 50 2-15
FD[: 50 22- 52
ZZZ.JUHHQZD\HQJ.FRP
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIA
OFFICES IN: :INCHESTER VA MARTINSBURG :VSDP NUMBER: #01-22RHY. NR.DDWH002-21-202155A0-0 -2021INT21-05 2LV: 1" = 5'H: 1" = 50'
EXISTING
GRADE
PROPOSED GRADE
SAN. SEW AA-M MATCHLINE230' - 8" SDR 35/26 @ 0.50%
336' - 8" DIP - CL 52 @ 0.50%
365' - 8" SDR 35/26 @ 0.50%
90' - 8" SDR 35/26
@ 0.50%44' - 8"8" DIP - CL 52 @ 20.00%CONCRETE
ANCHORS
@ 36' OC
11 1/2 ° BEND
STEEP PIPE MH CONNECTION
SEE DETAIL 21 (SHT )
AA
B
C
D
E
000.00 = MH Raven CoatedINV OUT = 577.50INV IN = 577.70INV IN = 577.70229.58 = MH Raven CoatedINV OUT = 578.85INV IN = 579.05565.52 = MHINV OUT = 580.73INV IN = 580.93930.65 = MHINV OUT = 582.76INV IN = 582.961020.70 = MHINV OUT = 583.41INV IN = 583.611064.40 = MHINV OUT = 592.35INV IN = 592.55INV IN = 592.55TOP = 590.18TOP = 594.28TOP = 595.06TOP = 590.75TOP = 600.05TOP = 616.13A
SEE SHEET
73 FOR
CONT.60' - 8" DIP - CL 52 @19.99%231' - 8" DIP - CL 5
2
@
1
.
0
5
%
RESTRAINT JOINTS (TYP.)
18"
MIN.
-050 000 050 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300560
565
570
575
580
585
590
595
600
605
610
615
620
560
565
570
575
580
585
590
595
600
605
610
615
620
TYP.
625625
1350PROP. 6"SAN. FM XINGE2
TOP=617.471123.98= MHINV OUT=604.46INV IN=604.66PROP. 6"FM XING2:12:12:12:13:13:12:13:12:12:12:1GAR=FF= 20.01BF= 09.86W/O18.19GAR=FF= 25.21BF= 15.06W/O23.39GAR=FF= 30.04BF= 19.89W/O28.22GAR=FF= 32.89BF= 22.74W/O31.07GAR=31.34FF= 33.16BF= 23.01W/OGAR=FF= 31.71BF= 21.56W/OGAR=FF= 29.77BF= 19.62W/OGAR=FF= 27.61BF= 17.46W/O29.8927.9525.79GAR=FF= 26.76BF= 16.61W/O24.94GAR=FF= 27.11BF= 16.96W/OFF= 29.06BF= 18.91W/O25.29GAR=FF= 15.93BF= 05.78Buried14.11GAR=FF= 27.77SLAB27.27GAR=FF= 30.30SLAB29.80GAR=FF= 32.60SLAB32.10FF= 32.60SLAB32.10GAR=FF= 30.82BF= 20.57Buried29.00GAR=FF= 24.62BF= 14.47Buried22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=FF= 17.61BF= 07.46W/OFF= 15.21BF= 05.06W/O13.39GAR=GAR=GAR=FF= 29.82BF= 19.67W/O28.00GAR=FF= 26.32BF= 16.17W/O24.50GAR=GAR=2.7%8.1%7.3%6.0%6.8%6.6%5.4%6.9%8.3%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.3%3.4%3.6%GAR=FF= 15.77BF= 05.62W/O13.954.0%3.2%3.0%FF= 39.49BF= 29.34W/OFF= 36.52BF= 26.37W/O34.70FF= 32.32BF= 22.17W/OGAR=FF= 32.32BF= 22.17W/O30.506.1%5.4%6.8%30.508' SAFETY BENCH @ 5%6266306246286266266246226206186166146
1
2
614612608610628626626624624628630630628630628630630626626624620614612618626624622616616614574576576.5576.5620626624622618616614612610608606604602600590600618622610610610610616618628628624618616598600602604576.5576578580582584586588590592594596606608570572572.8573576.5574576563563.5564566568568.5569.55705725735745885905945925965986006026046066066146126165866086066046025985965945925886106005906106066046026086126145885905845865925945965986005866066086026045986005965945925905886286265866005986066206306306286266246226206186166186126146166186206226246266206206226246146126206226246266286286266246226206206306326146206206206206206121433118711021496207726552973298927402470239823522458266628793001296627032106157412321773229327763061220819221439091930882235294327492533209018951679244824831630182413651378268129342963316431643193285422341704160033067912932754190015501250OLR1250OLR1350126024702543273930088459LP2540EP/LP2425OLR17202243277329552380876986456250INV74907490749074909550INV04997600INV8200TOP23252315123210931166223316542754299928212530235210561306293027202506236923413193269020301000LP13252660306521472913280416542968HP2275LP1350116011601290134213498575SS9460HP9740HP9410LP9690LP06152404233023648792878087532380OLR3424257030042100300429502861315028672738849573007300730073009506LP9556HP7600INV7600INV7600INV1190LP1880LP18001930HP04950919143913781350137804391500502570252028172452215024002934308227972050215028232764270925812770275027302740272027002360234023101840155022402184HP15501550198031933193314030502640290024092700182416301595159516791895209089559240924004952208238023801677226727862993266821502100892185298679628280029003000400486.57900100011001200130014001500160017001734.81130014001500160017001800190020002100220023002400250026002623.24FF= 32.32BF= 22.30W/OFF= 26.32BF= 16.17W/OHARLOW II 1116COTTAGE(REV.)FF= 17.68BF= 08.41W/OCHARLESTON 1935FARMHOUSE(REV.)3R1RINV =
611.64
INV =611.28PLYMOUTH 1101COTTAGE (REV.)WWFF= 30.59BF= 20.57BuriedFF= 33.20
BF= 23.1
8
W/O
LEXINGT
O
N
1
1
0
5
FARMHO
U
S
E
EGRESS
WINDOW
(REV.)
3R
1R
FF= 25.30
BF= 15.28
W/O
LEXINGTON 1105
TRADITIONAL
EGRESS
WINDOW
FP
FF= 32.60SLABLEXINGTON 1124COTTAGEFF= 32.60SLABLEXINGTON 1124FARMHOUSEFP(REV.)FF= 3
1
.
9
6
BF= 2
1
.
9
4
W/O
CON
C
O
R
D
1
1
1
1
TRAD
I
T
I
O
N
A
L
(REV.
)
4' GR
T
.
R
M
.
E
X
T
3R
1R
EGRE
S
S
WIND
O
W
FF=
2
9
.
8
0
BF=
1
9
.
6
5
W/
O
CO
L
U
M
B
I
A
1
1
1
5
CR
A
F
T
S
M
A
N
EGR
E
S
S
WIN
D
O
W
(RE
V
.
)FF= 27.77SLABFF= 30.30SLABLEXINGTON 1124TRADITIONALLEXINGTON 1124FARMHOUSENYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
AY
S
THORNTON WAYLEHIGH DR.28+0029+0030+009+0010+0011+0012+0013+0014+0015+0016+00LOT 114LOT 46LOT 109LOT 108LOT 47LOT 48LOT 50LOT 99LOT 98LOT 147LOT 148LOT 149LOT 15028' FREDERICKWATER ESMT.28' FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 113LOT 112LOT 111LOT 45LOT 110LOT 49LOT 51LOT 52LOT 107LOT 106LOT 105LOT 104LOT 10320' FREDERICKWATER ESMT.35' RIPARIANBUFFER4+004+31.2930+29.8516+50.56LOT 15125' FREDERICKWATER ESMT.COMPOSITE DCOMPOSITE DCOMPOSITE BCOMPOSITE CCOMPOSITE CCOMPOSITE CLEXINGTON 1105MODIFIED COMPOSITE10' FREDERICKWATER ESMT.SANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2021
59
03-09-2021
INT
21-05
88
3924L
AS SHOWN
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
SAN. SEW. AA-M MATCHLINEWETLAND XINGWETLAND XINGRESTRAINT JOINTS (TYP.)
187' - 8" SDR
3
5
/
2
6
@
1
.
5
0
%
88' - 8" SDR 35/26
@ 1.00%
98' - 8"
S
D
R
3
5/
2
6
@ 3.5
0
%
314' - 8" DIP - CL 52 @ 0.65%
39' - 8"
DIP -
C
L
5
2
@ 5.1
6
%
152' - 8" SDR 35/26 @ 0.50%
72' - 8"
SDR 35/26
@ 0.50%
655655
F
G H
I
K
L
M
1355.43 MHINV OUT 607.10INV IN 607.301542.22 MHINV OUT 610.10INV IN 610.301630.12 MHINV OUT 611.18INV IN 611.381728.47 MHINV OUT 614.82INV IN 615.022042.80 MHINV OUT 617.06INV IN 617.262081.94 MHINV OUT 619.28INV IN 619.48INV IN 619.48INV IN 619.482233.62 MHINV OUT 620.24INV IN 620.442305.44 MHINV OUT 620.80INV IN 620.80TOP 618.43TOP 622.84TOP 622.61TOP 627.66TOP 646.00TOP 638.81TOP 634.72TOP 630.00J
231' - 8" DIP -
CL 52 @1.05%
1350 1400 1450 1500 1550 1600 1650 1700 1750 1800 1850 1900 1950 2000 2050 2100 2150 2200 2250 2300 2350 2400
595
600
605
610
615
620
625
630
635
640
645
650
595
600
605
610
615
620
625
630
635
640
645
650
590590
1250 1300 PROP. 6"SAN. FM XINGPROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 18"STORM XING147 4" LAT. (40.17')LOT 1 - INV 628.302:12:12:12:12:1BF= 16.61W/OFF= 27.11BF= 16.96W/OGAR=FF= 29.06BF= 18.91W/OGAR=FF= 31.06BF= 20.91W/OGAR=FF= 34.31BF= 24.16W/OGAR=FF= 37.78BF= 27.63W/OGAR=FF= 41.31BF= 31.16W/OGAR=FF= 44.97BF= 34.82W/OFF= 47.35BF= 37.20W/OBF= 38.90W/O27.2429.2432.4935.9639.4943.1545.53GAR
=GAR=GAR
=GAR
=FF= 50.38BF= 40.23W/OFF= 51.32BF= 41.17W/O49.50GAR=GAR=GAR=GAR=GAR=FF= 29.82BF= 19.67W/O28.00GAR=24.50GAR=48.56GAR=GAR=GAR
=GAR=GAR
=5.6%8.5%2.7%3.3%3.5%3.8%3.5%3.2%3.0%FF= 46.42BF= 36.27W/O44.60FF= 43.59BF= 33.44W/O41.77FF= 39.49BF= 29.34W/O37.67FF= 36.52BF= 26.37W/O34.70FF= 32.32BF= 22.17W/OGAR=FF= 32.32BF= 22.17W/O30.502.3%6.2%6.9%6.1%5.4%6.8%FF= 43
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6206226246266286286266246226206206306326266366246266286306326206306306306406406286306326346346366406381630182428782024320323503550269639033050426934153824275419004102HP335034502540EP/LP3910355031940900INV090041873513441646854661468748104000490447604102HP2404233023644339396535353244441435604131327737213424257030042100300444203671337029504081286131504070286740414
1
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40754315407544434571468627382400LP40503956390040503600322731502570252028172452215024002934364033003082279720502150282327642709258127702750273027402720270023602340231018402240382436543654305026962350182416301595405040253500310044
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36362150210011001510145013301050060061461661661461261062063064062063063845
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010001100120013001400150016001700LEXINGTON
1124FARMHOUSEFP
1R GRT RM
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.
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1RCOLUMB
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FF= 32.32BF= 22.30W/OFF= 26.32BF= 16.17W/O(REV.)FF= 50.25BF= 40.23W/O3RPOWELL 1104COTTAGEEGRESSWINDOWFP1RFF= 51.32BF= 41.17W/OPLYMOUTH 1101FARMHOUSE(REV.)3RFP1RLEH
IGH
DR
.ROSSUM LN.MENASHA CT.6
+
0
0
7
+
0
0
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+
0
0
9
+
0
0
10+00LOT 114LOT 125
LO
T
1
2
6LOT 144LOT 145LOT 146LOT 147LOT 148LOT 149LOT 15028' FREDERICKWATER ESMT.FREDERICK WATERESMT.FREDERICKWATER ESMT.LO
T
1
2
7
LOT 120LOT 119LOT 118LOT 117LOT 116LOT 115LO
T
1
2
8
LO
T
1
2
9
LO
T
1
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0
LOT 142LOT 14320' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.EX FW PS-TO BEDEMOLISHEDSEE NOTES ONSHEET 2535' RIPARIANBUFFER35' RIPARIANBUFFER1+002+003+004+004+31.29FREDERICK WATERESMT.FREDERICK WATERESMT.25' FREDERICKWATER ESMT.19+0020+0021+0021+67.57COMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BLEXINGTON 1105MODIFIED COMPOSITEMODIFIEDCOMPOSITECOMPO
S
I
T
E
B
COMPOS
I
T
E
B10' FREDERICKWATER ESMT.10' FREDERICKWATER ESMT.SANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2021
60
03-09-2021
INT
21-05
88
3924L
AS SHOWN
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO
95% MAXIMUM
DRY DENSITY PER
ASTM D698
SAN. SEW. E-S
271' - 8
"
S
D
R
3
5
/
2
6
@
3
.
4
1
%
154' - 8"
SDR 35/26
@0.52%
207' - 8"
SDR 35/26
@0.51%
137' - 8"
SDR 35/26
@0.58%
RESTRAINT JOINTS (TYP.)000.00 MHINV OUT 592.35INV IN 592.55INV IN 592.55098.36 MH267.76 MHINV OUT 616.30INV IN 616.50539.19 MHINV OUT 625.75INV IN 625.95INV IN 625.95693.69 MHINV OUT 626.75INV IN 626.95900.62 MHINV OUT 628.00INV IN 628.201038.01 MHINV OUT 629.00INV IN 629.00TOP 616.13TOP 623.91TOP 628.20TOP 639.98TOP 642.92TOP 639.72TOP 646.0098' - 8" SDR 35/26 @20.00%169' - 8" S
D
R
3
5
/
2
6
@
2
.
2
9
%
-050 000 050 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150
595
600
605
610
615
620
625
630
635
640
650
595
600
605
610
615
620
625
630
635
640
645
650
E
N
O
P 4 R S
STA000.00
ELEV606.50
CROWN607.17
STA539.19
ELEV629.90
CROWN630.57
590
645
590
INV OUT 612.22INV IN 612.42PROP. 15"STORM XINGPROP. 24"STORM XINGPROP. 30"STORM XINGPROP. 15"STORM XING040 4" LAT. (13.12')LOT 151 - INV 611.81150 4" LAT. (56.62')LOT 148 - INV 618.53000 4" LAT. (12.00')LOT 150 - INV 614.95000 4" LAT. (28.21')LOT 149 - INV 615.37224 4" LAT. (40.75')LOT 145 - INV 630.00083 4" LAT. (40.75')LOT 147 - INV 622.90154 4" LAT. (52.17')LOT 133 - INV 635.85027 4" LAT. (27.25')LOT 134 - INV 634.38104 4" LAT. (27.25')LOT 135 - INV 632.78193 4" LAT. (27.25')LOT 136 - INV 631.41024 4" LAT. (58.72')LOT 137 - INV 631.34071 4" LAT. (71.30')LOT 138 - INV 631.20108 4" LAT. (32.63')LOT 139 - INV 631.60026 4" LAT. (51.12')LOT 140 - INV 630.70153 4" LAT. (40.75')LOT 146 - INV 625.933:13:13:13:13:12:12:13
6
5
0
35
0
0
FF=45.81BF= 35.66W/O43.99GAR=FF= 50.38BF= 40.23W/OFF= 51.32BF= 41.17W/O49.50GAR=GAR=GAR=GAR=GAR=FF= 29.82BF= 19.67W/O28.00GAR=24.50GAR=48.56GAR=GAR=GAR
=GA
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F
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=
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20
6
3
6
6
3
4
634636638640642626632630640638636634644642644642640646646642640634630628626624622638636632620622616613.561862162663
6
6
3
6
6
3
8
6
3
6
6
3
4
6
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4
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4642642626.24630632644614614.5615615.5632630628626624620626624622624622618616614612610608606604602600626630628632634636638640632630626.24626.2462262462662863063263463663864064262862664
0
6
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8
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4
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4
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61261461661862062262462662062062262
4
6206226246266286286266246226206206306326266366246266286306326466486286306326346346366406382821INV27541900402940702540EP/LP46
8021
002100210021001300INV9550INV2060INV3020INV2344INV41014036441646854661468748104000490447602404233023644339396535353244441435604131327737213424257030042100300444203671337029504081286131504070286746
9
1
46
01
4
9
48
33
48
6247
18
42
73 37
6
0
40
3
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41854
3
3
6
4
5
69
4
4
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0
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7
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3
2
0
0
45
19
43
2036
3
0
OLR4
2
0
04020
468646304518448543774224407132904
1
27336640844119435341 50 33204273417041084060408042
10
40844
0
6
0
42
69
42204170411740 74
273840
04
3
7
6
0
4
0
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0
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003500
4050395639004050360032273150257025202817245221502400293436403300308227972050215028232764270925812770275027302740272027002360234023101840224040504025350031003
7
60
376
0
4
4
1
0
3
6
3
0
OLR
266836362150210011001510145013301050060061461661661461261062063064062063063863864064200
0
1
0
0
2
0
0
3
0
0
4
0
0
5
0
0000100200300400486.578
0
0900100011001200130014001500FF= 32.32BF= 22.30W/OFF= 26.32BF= 16.17W/O(REV.)FF= 50.25BF= 40.23W/O3RPOWELL 1104COTTAGEEGRESSWINDOWFP1RFF= 51.32BF= 41.17W/OPLYMOUTH 1101FARMHOUSE(REV.)3RFP1RF
F
=
4
9
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1
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=
3
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I
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3
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1
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F
P
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0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
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0
6
+
0
0
LO
T
1
3
2
LO
T
1
3
3
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1
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8
LOT 144LOT 145LOT 146LOT 147LOT 148LOT 149LOT 150LOT 140FREDERICKWATER ESMT.FREDERICKWATER ESMT.LO
T
1
3
1
LO
T
1
3
4
LO
T
1
3
5
LO
T
1
3
6
LO
T
1
3
7
LOT 139LOT 142LOT 14320' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.0+001+002+003+004+004+31.290+00
LOT 15125' FREDERICKWATER ESMT.FREDERICKWATER ESMT.COMPOSITE BCOMPOSITE DCOMPOSITE CCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BLEXINGTON 1105MODIFIED COMPOSITEMODIFIEDCOMPOSITE10' FREDERICKWATER ESMT.10' FREDERICKWATER ESMT.SANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2021
61
03-09-2021
INT
21-05
88
3924L
AS SHOWN
PROPOSED GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT
FILL TO 95%
MAXIMUM
DRY
DENSITY
PER ASTM
D698
EXISTING
GRADE
SAN. SEW. K-W SAN. SEW. K-YWETLAND XINGWETLAND XINGSAN. SEW. P-T
RESTRAINT JOINTS (TYP.)
RESTRAINT JOINTS (TYP.)
122' -
8"
SDR
3
5/
2
6
@ 5.00
%85' - 8" SDR 35/26 @ 10.10
%151' - 8"SDR 35/26
@ 7.25
%TOP = 638.81TOP = 639.76TOP = 640.93TOP = 645.15TOP = 638.81TOP = 638.99TOP = 641.81Y
0+00.00 = MHINV OUT = 619.28INV IN = 619.48INV IN = 619.48INV IN = 619.481+21.84 = MHINV OUT = 625.57INV IN = 625.772+06.87 = MHINV OUT = 634.36INV IN = 634.360+00.00 = MHINV OUT = 625.75INV IN = 625.95INV IN = 625.951+51.35 = MHINV OUT = 636.92INV IN = 636.92TOP = 639.98TOP = 645.40PROPOSED
GRADE
CONCRETE
CRADLE
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
610
615
620
625
630
635
640
645
650
655
610
615
620
625
630
635
640
645
650
655
K
U V
W
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
610
615
620
625
630
635
640
645
650
655
660
610
615
620
625
630
635
640
645
650
655
660
K
X
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00
615
620
625
630
635
640
645
650
655
660
615
620
625
630
635
640
645
650
655
660
P
T
PROP. 6"SAN. FM XINGPROP. 30"STORM XINGPROP. 36"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XING18"
MIN.
18"
MIN.63' - 8" SDR 35/26 @15.00%69' - 8"
SDR 3
5
/
2
6
@3.23
%
246' - 8" SDR 35
/
2
6
@
1
.
2
0
%0+00.00=MHKINV OUT=619.28INV IN=619.48INV IN=619.48INV IN=619.480+62.79=MHUINV OUT=628.90INV IN=629.101+31.88=MHVINV OUT=631.33INV IN=631.533+77.52=MHWINV OUT=634.48INV IN=634.480+52 =4" LAT. (30.27')LOT 125 - INV=636.180+50 =4" LAT. (28.97')LOT 126 - INV=635.780+49 =4" LAT. (27.25')LOT 127 - INV=636.821+51 =4" LAT. (27.25')LOT 128 - INV=639.112+24 =4" LAT. (27.25')LOT 129 - INV=640.692+46 =4" LAT. (45.54')LOT 142 - INV=636.772+46 =4" LAT. (29.83')LOT 130 - INV=641.760+73 =4" LAT. (37.00')LOT 2 - INV=629.930+85 =4" LAT. (27.68')LOT 4 - INV=635.240+84 =4" LAT. (39.36')LOT 143 - INV=637.701+51 =4" LAT. (40.07')LOT 132 - INV=638.871+51 =4" LAT. (51.26')LOT 131 - INV=639.800+20 =4" LAT. (43.63')LOT 144 - INV=631.850+21 =4" LAT. (29.40')LOT 3 - INV=630.083:1
2:12:12:12:12:1FF= 4
9.
0
5
BF= 3
8.
9
0
W/OGAR=
FF= 50.1
2
BF= 39.9
7
W/O
48.30
GAR=
FF= 50.81
BF= 40.66
W/O
48.99GAR=
FF= 50.31
BF= 40.16
W/O
48.49
GAR=FF= 47.19SLAB46.69GAR=FF= 50.20SLAB49.70GAR=GAR=GAR=GAR=FF= 50.38
BF= 40.23
W/O
FF= 51.32
BF= 41.17
W/O
49.50
GAR=GAR=GAR=GAR=FF= 45.77BF= 35.62Buried43.95GAR=
FF= 42.60
BF= 32.45
Buried
40.78
48.56
GAR=GAR=GAR=GAR=GAR=GAR=GAR=5.6%8.5%8.1%
8.2%
8.3%6.2%8.0%7.2%FF= 46.42BF= 36.27W/O44.60FF= 43.59BF= 33.44W/O41.77BF= 29.34W/O37.672.3%6.2%6.9%FF= 43.80SLAB45.17FF= 46.50SLABFF= 44.80SLABFF= 45.67SLAB44.3043.3046.00FF= 47.82SLAB47.32FF= 49.29SLAB48.79FF= 50.19Slab49.69FF= 49.29Slab48.79FF= 49.46BF= 39.31Buried47.64FF= 47.97BF= 37.82Buried46.157.4%7.2%6.5%7.0%7.2%8.0%8.4%8.3%8.3%8.1%GAR=RETAININGWALL W/HANDRAIL642638636640634636638640642634640638636634632630628626624622620618616614632640638636634644642644644642646646642642642644646648642642642642644646646648650652654656646644646648642644646648646648650652654644646
644648648644644636644636634632630628626624622620618616614612636638
638640624626628630632634636638640642626628630632 642644644644640634
636638 632640642644646640642644646646642640646640642644646646
642642646642640638634644646648650652654656 648636624626628630632646646646648642640648650652640
646648628630632634
634636
6406384641432946
38
24
47 84
39 30
48 53
40 00
48 03
39 504623
46524924495328 21
INV4077
391138333500LP4349433640 32
40 003330LP 37004061355047 00
41 02
HP
33 50
34 504050TOP 468039403500LP37 004240BERM 09 00
INV
09 00
418739493513413543974416468546 61
46 87
48 10
40 00
49 04
47 60
41 02
HP4942994600 43393965353532441435604131327737214420367133408140704041415342784349447746034691460142844313438444134471450045544583468647154833486249234833486247184336456942314665453343634795451948114000LP40200048154200OLR4200OLR44364075431540754443457146864630451844854377LP43 0
43 0
43 0
43 0
43 0 43 0
38 73
OLR
4050450040 50
49524620462040 00
39 56 39 00
40 50 360032273150364033004953465239 50
40 00
39 30
38
24
40 50
40 253500 3100441345004583471534 50
4189LP3636FF= 43.45BF= 33.30Buried4000GAR=41.6341248.2%64464264011 00
15 10
14 50
13 30
10 50
06 00
614616616614612
610
620630640620
630
638
642
45906446300+00
1+00 2+002+74.733+004+005+006+007+008+009+0010+0011+0012+0013+000+001+001+25.230+001+002+003+000+00
1+00
0+00
1+00 2+003+004+005+006+007+008+009+0010+0011+00LEXINGTON 1124FARMHOUSEFP1RGRT RM EXT(REV.)1RCOLUMBIA 1125FARMHOUSE1R2-CARGAR.FPGRT RM EXT.GAR. EXT.HARLOW II 1123FARMHOUSECOLUMBIA 1125CRAFTSMAN1RFPGRT. RM. EXT.(REV.)1RHARLOW II 1123COTTAGE1RFP1R(REV.)HARLOW II 1123TRADITIONAL1R1RFPCOLUMBIA 1125FARMHOUSEMORNING1R1RFPROOMHARLOW II 1123TRADITIONAL1RFP1RFF= 47.19SLABFF= 50.20SLABFF= 44.80BF= 34.65BuriedFF= 43.80SLABFF= 46.50SLABFF= 44.80SLABFF= 45.67SLABFF= 47.82SLABFF= 49.21SLABFF= 50.25
BF= 40.23
W/O
3R
POWELL 1104
COTTAGE
EGRESS
WINDOWFP
1R
FF= 51.32
BF= 41.17
W/O
PLYMOUTH 1101
FARMHOUSE
(REV.)
3R
FP
1R
FF= 49.61BF= 39.46BuriedCOLUMBIA 1115TRADITIONAL3R1RFPFF= 42.60
BF= 33.3
3
Buried
CHARLES
T
O
N
1
9
3
5
FARMHO
U
S
E
(REV.)LEHIGH DR.ROSSUM
L
N
.
LEHIGH DR.MENASHA CT.4+005+006+007+008+009+0010+0011+0012+0013+00LOT 123
LOT 4LOT 3LOT 1 LOT 125LOT 126LOT 132LOT 133LOT 144LOT 145LOT 146FREDERICK WATERESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 127LOT 124
LOT 122
LOT 5LOT 2LOT 128LOT 129LOT 130LOT 131LOT 142 LOT 14320' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.FREDERICK WATER ESMT.EX FW PS-TO BEDEMOLISHEDSEE NOTES ONSHEET 2535' RIPARIANBUFFER0+001+002+003+00FREDERICK WATERESMT.FREDERICK WATERESMT.FREDERICKWATER ESMT.17+67.73
18+37.78 19+00 20+0021+0021+67.5718+32.93 COMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BCOMPOSITE BMODIFIED
COMPOSITE
COMPOSITE BCOMPOSITE B10' FREDERICKWATER ESMT.SANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2021
62
03-09-2021
INT
21-05
88
3924L
AS SHOWN
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
PROPOSED
GRADE
SAN. SEW. AA-KK
RESTRAINT JOINTS (TYP.)127' - 8" SDR 35/26 @ 9.50
%
182' -
8
"
S
D
R
3
5/
2
6
@
3.
8
1
%
123' -
8
"
SDR 3
5/
2
6
@ 4.05
%
89' - 8" SDR 3
5
/
2
6
@ 1.46%
217' - 8
"
SDR 35
/
2
6
@ 3.13%
BB
CC
DD
EE
FF
GG
HH
TOP = 590.18TOP = 607.63TOP = 606.74TOP = 610.41TOP = 616.52TOP = 622.14TOP = 623.54TOP = 629.75236.33 = MHINV OUT = 598.17INV IN = 598.37INV IN = 598.37418.45 = MHINV OUT = 605.30INV IN = 605.50541.76 = MHINV OUT = 610.50INV IN = 610.70630.97 = MHINV OUT = 612.00INV IN = 612.20INV IN = 612.20848.27 = MHINV OUT = 619.00INV IN = 619.2061' - 8
" DIP - C
L
5
2
@3.75%48' - 8" DIP - CL 52 @11.87%MATCHLINESEE SHEET
73 FOR
CONT.
-050 000 050 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
AA
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
000.00=MH Raven CoatedINV OUT=577.50INV IN=577.70INV IN=577.70061.33=MH Raven CoatedINV OUT=580.00INV IN=580.20109.59= MHINV OUT=585.93INV IN=586.13PROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 48"STORM XINGPROP. 15"STORM XING172 =4" LAT. (27.25')LOT 97 - INV=607.39097 =4" LAT. (27.25')LOT 98 - INV=604.00025 =4" LAT. (27.25')LOT 99 - INV=600.62061 =4" LAT. (32.38')LOT 53 - INV=609.38112 =4" LAT. (36.33')LOT 54 - INV=611.54118 =4" LAT. (28.44')LOT 95 - INV=612.95049 =4" LAT. (32.42')LOT 96 - INV=611.13200 =4" LAT. (27.25')LOT 19 - INV=620.65131 =4" LAT. (27.25')LOT 20 - INV=618.60032 =4" LAT. (27.25')LOT 21 - INV=616.10066 =4" LAT. (37.25')LOT 22 - INV=616.22141 =4" LAT. (37.25')LOT 23 - INV=618.57208 =4" LAT. (37.25')LOT 24 - INV=620.97049 =4" LAT. (34.13')LOT 18 - INV=623.852:12:12:12:13:12:12:1GAR=FF= 20.01BF= 09.86W/O18.19GAR=FF= 15.93BF= 05.78Buried14.11FF= 24.62BF= 14.47Buried22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=GAR=FF= 27.22BF= 17.07Buried25.40GAR=FF= 23.32BF= 13.17Buried21.50REVArcadia IUFF= 30.70REVArcadia EUFF= 28.70Arcadia IUFF= 30.03REVArcadia IUFF= 29.37REVGAR=FF= 41.11BF= 30.96Buried39.29GAR=FF= 37.91BF= 27.76Buried36.09GAR=FF= 34.60BF= 24.45Buried32.78GAR=FF= 32.20BF= 22.05Buried30.38GAR=FF= 29.85BF= 19.70Buried28.03FF= 40.11BF= 29.96W/O38.29GAR=FF= 37.51BF= 27.36W/O35.69GAR=FF= 34.31BF= 24.16W/O32.49GAR=FF= 32.31BF= 22.16W/O30.49GAR=FF= 29.85BF= 19.70W/O28.03GAR=FF= 26.61BF= 16.46W/O24.79GAR=FF= 24.82BF= 14.67W/O23.00GAR=FF= 21.11BF= 10.96W/O19.29GAR=FF= 17.61BF= 07.46W/O15.79GAR=FF= 15.21BF= 05.06W/O13.39GAR=5
.
2%5.8%4.2%6.5%6.6%7.6%6.4%4.1%4.1%
3
.
9%5.4%6.9%8.3%7.3%4.7%5.4%6.1%5.7%4.20%5.4%3.1%3.4%3.6%7.3%7.0%GAR=FF= 15.77BF= 05.62W/O13.954.0%28.20GAR=28.87GAR=29.53GAR=30.20GAR=8' SAFETY BENCH @ 5%620
618
616
614
612
636
63
4
6
3
2
6
3
0
6
2
8
6
2
6
624
62
2
6
2
0
61861661461
26086
1
0
5926286
2
0
61
4
6126
1
8 6266246226186166
1
6
614610630628626625624623.5623622.756
1
8 6226106106
1
0610 616618628626624598
600 602604
576.5576578580582584586588590592594
596 606608572.8576.55745765905945925965986006026046065885845865825845866066086026045986005965945925905885866206306286266286206
2
2
62462
2614
6226246266286306286266246226306326346
1
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
/L-F0001002400250026002623.24LANCASTEREU #22091R(REV.)2' 3RD FLR EXT1R1RLANCASTERIU #22091R2' 3RD FLR EXTWW1R1RLANCASTERIU #22092' 3RD FLR EXT1R1R1RLANCASTERIU #22092' 3RD FLR EXT1R1R1RFF=30.70FF=28.70FF=30.03FF=29.37COLUMBIA #1115FARMHOUSE(REV.)1RINNISBROOK #1118FARMHOUSE(REV.)1R3RFPFF= 32.33BF= 22.18W/OCOLUMBIA #1115TRADITIONAL3R(REV.)1RFF= 37.60BF= 27.58W/OLEXINGTON #1105FARMHOUSE(REV.)3R1RGRT RM EXTFF= 29.91BF= 19.76W/OHARLOW II #1116COTTAGE3REGRESSWINDOW1RFP(REV.)FF= 32.
0
7
BF= 22.
0
5
Buried
PLYMO
U
T
H
#
1
1
0
1
FARMH
O
U
S
E
3R
1R
WW
POWE
L
L
#
1
1
0
4
FEDER
A
L
WW
1R
FF= 34.
9
7
BF= 24.
9
5
Buried
FF= 29.
7
2
BF= 19.
7
0
Buried
POWEL
L
#
1
1
0
4
COTTA
G
E
1R
3R
WW
FF=
41.
18
BF= 3
1.1
6
Buried
FF= 3
8.
2
1
BF= 2
8.
0
6
Buried INNIS
B
R
O
O
K
#
1
1
1
8
FAR
M
H
O
U
S
E
3R
1R
WW
HARL
O
W II
#
1
1
1
6
FARM
H
O
U
S
E
WW
FP
3R
1R
FF= 21.19BF= 11.92W/OFAIRFIELD #1723SIGNATURE(REV.)3R1RFF= 17.68BF= 08.41W/OCHARLESTON #1935FARMHOUSE(REV.)3R1RFF= 23.19
BF= 13.92
Buried
CHARLESTON #1935
COTTAGE
WW
1R
3RINV =611.64BF= 15.28W/ONYLOPLAS
T
DUCTILE IR
O
N
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRO
N
DO NOT POLLUTE DRAINS TO WATERWAYSLEHIGH DR.LEHIGH DR.HOPKINS WAY21+0022+0023+0024+0025+0026+0027+0028+0029+0030+0014+0015+0016+004+005+001+002+00LOT 26LOT 50LOT 99LOT 98LOT 97LOT 96LOT 95LOT 21LOT 20LOT 19LOT 18LOT 17LOT 56LOT 57LOT 58LOT 55FREDERICKWATER ESMT.LOT 53LOT 54LOT 22LOT 23LOT 24LOT 25LOT 27LOT 49LOT 51LOT 52LOT 105LOT 104LOT 10320' FREDERICKWATER ESMT.FOREBAY #3FOCALPOINTCLASS I RIP-RAPT = 24 INCHESLENGTH = 17'TYE CT
.
(PR
IVATE)30+29.850+005+59.8316+50.56COMPOSITE DCOMPOSITE DCOMPOSITE DCOMPOSITE CSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
63
03-09-2021
INT
21-05
88
3924L
AS SHOWN
SAN. SEW. AA-KK
269' - 8
"
SDR 35
/
2
6
@3.46%
238' -
8
"
SDR 3
5/
2
6
@4.25%
269' - 8"
SDR 35/26
@1.23%MATCHLINERESTRAINT JOINTS (TYP.)
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600 1650 1700 1750605
610
620
625
630
635
640
645
650
655
660
665
605
610
615
620
625
630
635
640
645
650
655
660
665
II
JJ
KK
1116.79 INV OUT 628.50INV IN 628.701354.71 INV OUT 638.80INV IN 639.001623.23 INV OUT 642.29INV IN 642.29TOP 640.46TOP 649.86TOP 651.76PROP. 15"STORM XINGSTORM XINGPROP. 15"257 4" LAT. (29.46')LOT 15 - INV 631.00188 4" LAT. (36.76')LOT 16 - INV 628.80120 4" LAT. (38.38')LOT 17 - INV 626.40049 4" LAT. (34.13')LOT 18 - INV 623.85082 4" LAT. (27.80')LOT 25 - INV 624.30160 4" LAT. (26.44')LOT 26 - INV 627.50238 4" LAT. (32.96')LOT 27 - INV 630.70189 4" LAT. (33.10')LOT 12 - INV 640.10107 4" LAT. (36.04')LOT 13 - INV 636.25050 4" LAT. (33.21')LOT 14 - INV 633.75060 4" LAT. (30.73')LOT 28 - INV 634.10139 4" LAT. (28.68')LOT 29 - INV 637.30218 4" LAT. (34.88')LOT 30 - INV 640.48239 4" LAT. (31.93')LOT 8 - INV 647.58153 4" LAT. (38.28')LOT 9 - INV 644.60082 4" LAT. (36.88')LOT 10 - INV 644.15014 4" LAT. (29.78')LOT 11 - INV 643.00069 4" LAT. (28.76')LOT 31 - INV 643.20149 4" LAT. (26.13')LOT 32 - INV 643.40205 4" LAT. (29.26')LOT 33 - INV 643.12269 4" LAT. (43.75')LOT 7 - INV 646.352:12:1GAR=FF= 49.17SLAB48.67FF= 43.14GAR=FF= 56.73BF= 46.58Buried54.91GAR=FF= 57.02BF= 46.87Buried55.20GAR=FF= 56.81BF= 46.66Buried54.99GAR=FF= 54.09BF= 43.94Buried52.27GAR=FF= 50.91BF= 40.76Buried49.09GAR=FF= 47.71BF= 37.56Buried45.89GAR=FF= 44.31BF= 34.16Buried42.49GAR=FF= 41.11BF= 30.96Buried39.29GAR=FF= 37.91BF= 27.76Buried36.09GAR=FF= 34.60BF= 24.45Buried32.78GAR=FF= 32.20BF= 22.05Buried30.38GAR=FF= 29.8528.03GAR=49.70GAR=FF= 53.40SLAB52.90GAR=FF= 55.74SLAB55.24GAR=FF= 56.78SLAB56.28FF= 58.32BF=48.17Buried56.50GAR=FF= 57.84BF= 47.69Buried56.02GAR=FF= 56.69BF= 46.54W/O54.87GAR=FF= 53.78BF= 43.63W/O51.96GAR=FF= 50.01BF= 39.86W/O48.19GAR=FF= 47.41BF= 37.26W/O45.59GAR=FF= 44.71BF= 34.56W/O42.89GAR=FF= 42.51BF= 32.36W/O40.69GAR=FF= 40.11BF= 29.96W/O38.29GAR=FF= 37.51BF= 27.36W/O35.69GAR=FF= 34.31BF= 24.16W/O32.49GAR=FF= 32.31BF= 22.16W/O30.49GAR=8.3%8.2%8.2%8.3%7.9%8.1%8.4%6.2%2.9%3.1%3.1%4.7%5.2%5.8%4.2%6.5%7.6%6.4%4.1%4.1%3.9%3.8%4.2%3.8%3.8%6.9%5.5%5.6%8.8%65265665465465
0
6
5
0
6
4
8646644642640638636634632630628626
65462063065
2
65
2646648650652
65465464464664865065464664865065264264664864464263663463263062865865065265464864664464264063863663463263062662462262662462262863065265665665065465665862262462662863062862662462263063263463263463663263463663863263463663864064263864064264464664464865064664264464064264263863863663463264046814946516752945327530751964963464144134144387236093342307227872554282431233453377941014430476050785269532752974848504247418041804247544554745250545352005181500048634700454343504203405038833750356333503232305029922727574120EP4150EP4180EP4924524452735478550755825611560455565441468751504296477339194513424333894023316937832929352326693203234930035529509753734433472354614230397037303473304429505130449048104145SW35102704294031825392546347251618TOP1573TOP3069TOP472750365235532053115208501047464478421039433675340831402860258751965317530151424853452041923867353832072896261145054705490052235450383254004650276036594480330038604180SW454048605178561156115323550755075273527354412121355038503919429646874510424741633920SW4850478031533545476141326526523960SW3683INV3660INV6384138SW4190SW4185SW4000SW4010SW3938SW3928SW3970SW3945SW3955SW3930SW4124SW4134SW4148SW4211SW4221SW4227SW4219SW1.2%2.5%2.2%2.2%14001500160017001800190020002100220023002400GAR. EXT.LEXINGTON 1124COTTAGEHARLOW II 1123FEDERALCONCORD 1111TRADITIONAL(REV.)1R3RGRT ROOM EXTA=ALE
A
1
1
1
9
COTTA
G
E
1R
3R
WW
MORNIN
G
ROOM
FP
HARLOW II 1116COTTAGE(REV.)3R1RFPINNISB
R
O
O
K
1
1
1
8
FARM
H
O
U
S
E
(REV.)
1R3R
MORNIN
G
ROOM
WW
FP
LEXINGTON 1105
COTTAGE
3R
GRT RM EXT
FP
WW
1R
CONCORD 1111TRADITIONAL(REV.)3R1RLEXINGTON 1124TRADITIONAL2-CARGAR.1RFPGRT RM EXTINNISBROOK 1118
COTTAGE
3R
MORNING
ROOM
FP
1R
COLUMB
I
A
1
1
1
5
CRAFTSM
A
N
WW
3R
1R
FP
4' GRT RM
E
X
T
FF= 56.
8
0
BF= 46.
7
8
Buried
FF= 56.
8
9
BF= 46.
8
7
Buried
FF= 56.81
BF= 46.66
BuriedFF= 51.01
BF= 40.99
Buried
FF= 47.71
BF= 37.69
Buried
FF= 53.40SLABFF= 55.74SLABFF= 56.71SLABFF= 57.71BF= 47.69BuriedFF= 53.69BF= 43.67W/OFF= 50.61BF= 40.46W/OLANCASTERIU 22092' 3RD FLR EXT1R(REV.)LANCASTER2' 3RD FLR EXT1R2' 3RD FLR EXTCONCORD 1111FARMHOUSE3R(REV.)1RGRT ROOM EXTFF= 47.41BF= 37.39W/OHARLOW II
1
1
1
6
FARMHOU
S
E
1R
3R
FP
FF= 44.31
BF= 34.16
Buried
FF= 45.32BF= 35.17W/OCOLUMBIA 1115CRAFTSMAN4' GRT. ROOM EXT.(REV.)3R1RFF= 54.29
BF= 44.14
Buried
LEXINGTON 1105COTTAGE3R1RGRT RM EXT(REV.)1RFF= 42.51BF= 32.49W/OFF= 56.79BF= 46.64W/OHARLOW II 1116FARMHOUSE(REV.)3R1RLEXINGTON 1105FARMHOUSEGRT RM EXTFF= 58.22BF=48.20BuriedCOLUMBIA 1115FARMHOUSE(REV.)3R1RINNISBROOK 1118FARMHOUSE(REV.)1R3RFPFF= 32.33BF= 22.18W/OCOLUMBIA 1115TRADITIONAL3R(REV.)1RFF= 37.60BF= 27.58W/OLEXINGTON 1105FARMHOUSE(REV.)3R1RGRT RM EXTFF=
3
2
.
0
7
BF=
2
2
.
0
5
Buri
e
d
PL
Y
M
O
U
T
H
1
1
0
1
FA
R
M
H
O
U
S
E
3R
1R
WW
PO
W
E
L
L
1
1
0
4
FE
D
E
R
A
L
WW
1R
FF=
3
4
.
9
7
BF=
2
4
.
9
5
Buri
e
d
FF=
2
9
.
7
2
BF=
1
9
.
7
0
Buri
e
d
PO
W
E
L
L
1
1
0
4
CO
T
T
A
G
E
1R
3R
FF= 41.
1
8
BF= 31.
1
6
Buried
FF= 3
8
.
2
1
BF=
2
8
.
0
6
Burie
d
INNISB
R
O
O
K
1
1
1
8
FARMH
O
U
S
E
3R
1R
WW
HAR
L
O
W
I
I
1
1
1
6
FAR
M
H
O
U
S
E
WW
FP
3R
1R
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
SLEHIGH DR.LEHIGH DR.14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00LOT 26LOT 20LOT 19LOT 18LOT 17LOT 16LOT 15LOT 14LOT 13LOT 12LOT 11LOT 10LOT 9FREDERICKWATER ESMT.LOT 22LOT 23LOT 24LOT 25LOT 27LOT 28LOT 29LOT 30LOT 31LOT 32LOT 33LOT 34LOT 8LOT 7LOT 6LOT 81LOT 820+00SANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2021
64
03-09-2021
INT
21-05
88
3924L
AS SHOWN
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698 MATCHLINE112' - 8"
SDR 35/26
@0.50%
121' -
8"
SDR
3
5/
2
6
@5.05
%
155' - 8"
SDR 35/26
@1.97%
137' - 8" SDR 35/26 @0.51%
128' - 8"
SDR 35/26
@0.55%
176' - 8"
SDR 35/26
@0.51%
SAN. SEW. DD-QQ
RESTRAINT JOINTS (TYP.)000.00 = MHINV OUT = 598.17INV IN = 598.37INV IN = 598.37111.77 = MHINV OUT = 598.93INV IN = 599.13233.10 = MHINV OUT = 605.25INV IN = 605.45388.10 = MHINV OUT = 608.50INV IN = 608.70524.70 = MHINV OUT = 609.40INV IN = 609.60652.77 = MHINV OUT = 610.30INV IN = 610.50829.07 = MHINV OUT = 611.40INV IN = 611.60TOP = 610.41TOP = 610.60TOP = 615.83TOP = 627.56TOP = 626.68TOP = 624.59TOP = 623.31RESTRAINT JOINTS (TYP.)
-100 -050 000 050 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850580
585
590
595
600
605
610
615
620
625
630
635
640
580
585
590
595
600
605
610
615
620
625
630
635
640
DD
LL
MM
NN OO
PP
QQ
900PROP. 15"STORM XINGPROP. 48"STORM XINGPROP. 15"STORM XINGPROP. 15"STORM XING081 =4" LAT. (37.75')LOT 52 - INV=602.15016 =4" LAT. (29.83')LOT 103 - INV=602.12088 =4" LAT. (31.47')LOT 104 - INV=606.45097 =4" LAT. (37.75')LOT 49 - INV=611.28010 =4" LAT. (37.75')LOT 50 - INV=608.73033 =4" LAT. (27.25')LOT 105 - INV=611.64105 =4" LAT. (27.25')LOT 106 - INV=616.50125 =4" LAT. (36.60')LOT 47 - INV=613.23083 =4" LAT. (34.00')LOT 46 - INV=613.97040 =4" LAT. (30.78')LOT 109 - INV=618.07108 =4" LAT. (29.60')LOT 110 - INV=616.12094 =4" LAT. (33.13')LOT 44 - INV=615.76000 =4" LAT. (37.77')LOT 45 - INV=614.09047 =4" LAT. (31.61')LOT 111 - INV=614.00108 =4" LAT. (30.80')LOT 112 - INV=613.13154 =4" LAT. (28.42')LOT 113 - INV=613.50176 =4" LAT. (38.01')LOT 43 - INV=615.32000 =4" LAT. (35.06')LOT 107 - INV=619.30000 =4" LAT. (38.71')LOT 48 - INV=621.00116 =4" LAT. (29.60')LOT 108 - INV=619.60045 =4" LAT. (33.05')LOT 51 - INV=604.162:12:13:1REVGAR=FF= 20.01BF= 09.86W/O18.19GAR=FF= 25.21BF= 15.06W/O23.39GAR=FF= 30.04BF= 19.89W/O28.22GAR=FF= 32.89BF= 22.74W/O31.07GAR=31.34FF= 33.16BF= 23.01W/OGAR=FF= 31.71BF= 21.56W/OGAR=FF= 29.77BF= 19.62W/OGAR=FF= 27.61BF= 17.46W/O29.8927.9525.79GAR=FF= 26.76BF= 16.61W/O24.94GAR=FF= 27.11BF= 16.96W/OGAR=FF= 29.06BF= 18.91W/OGAR=FF= 31.06BF= 20.91W/O25.2927.2429.24GAR=FF= 15.93BF= 05.78Buried14.11FF= 33.15BF= 23.00Buried31.33GAR=FF= 30.91BF= 20.76Buried29.09GAR=FF= 28.96BF= 18.81Buried27.14GAR=FF= 26.57SLAB26.07GAR=GAR=FF= 27.77SLAB27.27GAR=FF= 30.30SLAB29.80GAR=FF= 32.60SLAB32.10FF= 32.60SLAB32.10GAR=FF= 30.82BF= 20.57Buried29.00GAR=FF= 24.62BF= 14.47Buried22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=FF= 41.07REVArcadia IUFF= 41.07REVArcadia EUFF= 40.40Arcadia EUFF= 39.90Arcadia IUFF= 39.90REVREVArcadia IUFF= 39.24REVArcadia IUFF= 39.24REVArcadia IUFF= 38.57REVArcadia EUFF= 38.57Arcadia EUFF= 37.10Arcadia IUFF= 36.43REVREVArcadia IUFF= 35.77REVArcadia IUFF= 35.10REVArcadia IUFF= 34.43REVArcadia EUFF= 33.77Arcadia EUFF= 33.37Arcadia IUFF= 32.70REVREVArcadia IUFF= 32.03REVArcadia IUFF= 31.37REVArcadia IUFF= 30.70REVArcadia EUFF= 28.70Arcadia IUFF= 30.03REVArcadia IUFF= 29.37REV8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%6.9%8.3%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.3%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%GAR=FF= 15.77BF= 05.62W/O13.954.0%28.87GAR=29.53GAR=30.20GAR=30.87GAR=31.53GAR=32.20GAR=32.87GAR=36.60GAR=35.93GAR=35.27GAR=34.60GAR=33.93GAR=33.27GAR=38.07GAR=38.07GAR=38.74GAR=38.74GAR=39.40GAR=39.406286266246246286266
2
6
6
2
4
6
2
2
6
2
0
6
1
8
6
1
6
61
4
61
2
6086106286266266246246266266286286306306326346366386406266266286306326346246266266286286306306286306286286306306306266286266246206146126186266246226166186226106106106106166186
2
8
62862460861461261661060660460260861261458859058458659259459659860660860260459860059659459262860059862063063062862662462262061861661862061462462462062062062062061211021496207726552973298927402470234024432642286427772574239823522458266628793001296627032106157412321773229327763061220819221439091930882235294327492533167924482483163026781824287820241365137830873000286327702668260025612590268127102934296331643164319328542234170416004107410740404040397339233838573767379037673790362036433553357634873510342033533376328733103247320331133136304730702980300329132936287028033857392334432350LP1250OLR121350370024902300LP2400LP24153050363024702543273930088459LP2425OLR26301720224327732955238026502860282523252315109311662233165427542999282125302352235624932694294410561306293027202506236923412433262628403193269020303270318013252660306521472913280416542968HP2275LP1350116011601290134213498575SS9460HP9740HP9410LP9690LP2380OLR1190LP1880LP18001930HP04950919143913781350137816502184HP155015501980319331933140305026402900240930862886264027002500265025902590249025902590249027103460270025003260332633933460352635803560356018241630159515951679189520909240049522083100292528102380238016772267278629936326346326363133308530242934633405334932953217867962829003000700800900100011001200130014001500160017001734.817008008" W/L-F2300240025002600LANC
A
S
T
E
R
EU 2
2
0
9
1R
(REV.)
2' 3RD
F
L
R
E
X
T
1R LANC
A
S
T
E
R
IU 22
0
9
1R
2' 3RD
F
L
R
E
X
T
WW
1R
1R
LANC
A
S
T
E
R
IU 22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R
LANC
A
S
T
E
R
IU 22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R
LANC
A
S
T
E
R
IU 22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R LANC
A
S
T
E
R
IU 22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R LANC
A
S
T
E
R
IU 22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R WW
LANC
A
S
T
E
R
EU 2
2
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R
FF=
33.37
FF=
32.70
FF=
32.03
FF=
31.37
FF=
30.70
FF=
FF=
30.03
FF=
29.37
FF=
37.30
FF=
36.63
FF=
35.97
FF=
35.30
FF=
34.63
FF=
33.97
LANCA
S
T
E
R
EU 2
2
0
9
(REV.)
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T1R
1R
1R
1R
LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T1R
1R
1R
1R
LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T1R
1R
1R
1R
LANCA
S
T
E
R
EU 22
0
9
2' 3RD FL
R
E
X
T
1R
1R
1R
1R LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T1R
1R
LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T1R
1R
1R1R
LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
FF=
39.90
FF=
39.90
FF=
39.24
FF=
39.24
FF=
38.57
FF=
38.57
LANCA
S
T
E
R
EU 2
2
0
9
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
(REV.)
LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
LANCA
S
T
E
R
EU 22
0
9
2' 3RD FL
R
E
X
T1R
1R
LANCA
S
T
E
R
2' 3RD FL
R
E
X
T
1R
LANCA
S
T
E
R
IU 220
9
2' 3RD FL
R
E
X
T
1RLANCA
S
T
E
R
EU 22
0
9
(REV.)
2' 3RD FL
R
E
X
T
1RINV =
611.64
INV =611.28PLYMOUTH 1101COTTAGE (REV.)WWFF= 30.59BF= 20.57BuriedFF= 33.20
BF= 23.18
W/O
LEXINGT
O
N
1
1
0
5
FARMHO
U
S
E
EGRESS
WINDOW
(REV.)
3R
1R
FF= 25.
3
0
BF= 15.
2
8
W/O
LEXIN
G
T
O
N
1
1
0
5
TRADI
TI
O
N
A
L
EGRES
S
WINDOW
FP
FF= 32.60SLABLEXINGTON 1124COTTAGEFF= 32.60SLABLEXINGTON 1124FARMHOUSEFP(REV.)FF= 31.96
BF= 21.94
W/O
CONCORD 11
1
1
TRADITIONAL
(REV.)
4' GRT. RM. EX
T
3R
1R
EGRESS
WINDOW
FF= 29.80
BF= 19.65
W/O
COLUMBIA 1115
CRAFTSMAN
EGRESS
WINDOW
(REV.)FF= 26.57SLABCOLUMBIA 1125TRADITIONAL(REV.)FPMORNINGROOMFF= 27.77SLABFF= 30.30SLABLEXINGTON 1124TRADITIONALLEXINGTON 1124FARMHOUSETHORNTON WAYLEHIGH DR.29+0030+007+008+009+0010+0011+0012+0013+0014+0015+0016+003+00LOT 114LOT 43LOT 46LOT 109LOT 108LOT 47LOT 48LOT 50LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 55FREDERICKWATER ESMT.LOT 116LOT 40LOT 41LOT 115LOT 42LOT 113LOT 44LOT 112LOT 111LOT 45LOT 110LOT 49LOT 51LOT 52LOT 107LOT 106LOT 105LOT 104LOT 103LOT 62LOT 63LOT 64LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 65(PRIVATE)16+50.56COMPOSITE CCOMPOSITE CCOMPOSITE CFIELD LOCATEDELECTRICTRANSFORMERFIELD LOCATEDELECTRICTRANSFORMERFIELD LOCATEDTELEPHONE PEDESTALFIELD LOCATEDTELEPHONEPEDESTALSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2021
65
03-09-2021
INT
21-05
88
3924L
AS SHOWN
SAN. SEW. QQ-UU
800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600 1650 1700 1750 1800605
610
615
620
625
630
635
640
645
650
655
660
665
605
610
615
620
625
630
635
640
645
650
655
660
665
230' - 8"
SDR 35
/
2
6
@3.00%
208' -
8"
SDR
3
5/
2
6
@5.57
%
208' - 8"
SDR 35/26
@0.82%
196' - 8"
SDR 35/
2
6
@2.75%
RR
SS
TT
UU
1058.95 INV OUT 618.50INV IN 618.701267.39 INV OUT 630.30INV IN 630.501475.83 INV OUT 632.22INV IN 632.421671.78 INV OUT 637.81INV IN 637.81TOP 630.56TOP 641.78TOP 646.48TOP 645.58PROP. 15"STORM XINGPROP. 15"STORM XINGPROPOSED GRADE
EXISTING
GRADEMATCHLINE
PROP. 8"W/L XING148 4" LAT. (37.75')LOT 41 - INV 619.50076 4" LAT. (37.74')LOT 42 - INV 617.27058 4" LAT. (27.26')LOT 114 - INV 615.45129 4" LAT. (27.25')LOT 115 - INV 617.44195 4" LAT. (27.25')LOT 116 - INV 620.60175 4" LAT. (32.33')LOT 38 - INV 633.35084 4" LAT. (27.36')LOT 39 - INV 628.20036 4" LAT. (33.75')LOT 117 - INV 624.10104 4" LAT. (38.08')LOT 118 - INV 627.70177 4" LAT. (33.06')LOT 119 - INV 631.31000 4" LAT. (38.32')LOT 40 - INV 623.50148 4" LAT. (28.93')LOT 36 - INV 643.78064 4" LAT. (28.61')LOT 37 - INV 636.06025 4" LAT. (32.19')LOT 120 - INV 633.72094 4" LAT. (37.99')LOT 121 - INV 635.43201 4" LAT. (29.27')LOT 122 - INV 636.50127 4" LAT. (37.75')LOT 34 - INV 642.50022 4" LAT. (37.75')LOT 35 - INV 643.70019 4" LAT. (27.25')LOT 123 - INV 637.20112 4" LAT. (27.25')LOT 124 - INV 636.80196 4" LAT. (65.44')LOT 6 - INV 641.55196 4" LAT. (31.05')LOT 5 - INV 638.962:13:1Arcadia EUFF= 42.40Arcadia IUFF= 41.74REVREVGAR=FF= 27.11BF= 16.96W/OGAR=FF= 29.06BF= 18.91W/OGAR=FF= 31.06BF= 20.91W/OGAR=FF= 34.31BF= 24.16W/OGAR=FF= 37.78BF= 27.63W/OGAR=FF= 41.31BF= 31.16W/OGAR=FF= 44.97BF= 34.82W/OGAR=FF= 47.35BF= 37.20W/OGAR=FF= 49.05BF= 38.90W/O25.2927.2429.2432.4935.9639.4943.1545.5347.23GAR=FF= 50.12BF= 39.97W/O48.30GAR=FF= 50.81BF= 40.66W/O48.99GAR=FF= 50.31BF= 40.16W/O48.49GAR=FF= 49.17SLAB48.67GAR=FF= 49.29SLAB48.79GAR=FF= 49.37SLAB48.87GAR=FF= 49.68BF= 39.53Buried47.86GAR=FF= 46.98BF= 36.83Buried45.16FF= 41.81BF= 31.66Buried39.99FF= 37.11BF= 26.96Buried35.29FF= 33.15BF= 23.00Buried31.33GAR=GAR=GAR=FF= 30.91BF= 20.76Buried29.09GAR=FF= 28.96BF= 18.81Buried27.14GAR=FF= 26.57SLAB26.07GAR=Arcadia IUFF= 41.74REVArcadia IUFF= 41.07REVArcadia IUFF= 41.07REVArcadia EUFF= 40.40Arcadia EUFF= 39.90Arcadia IUFF= 39.90REVREVArcadia IUFF= 39.24REVArcadia IUFF= 39.24REVArcadia IUFF= 38.57REVArcadia EUFF= 38.57Arcadia EUFF= 37.10Arcadia IUFF= 36.43REVArcadia IUFF= 35.77REVArcadia IUFF= 35.10FF= 56.73BF= 46.58BuriedGAR=FF= 47.19SLAB46.69GAR=FF= 50.20SLAB49.70GAR=FF= 53.40SLAB52.90GAR=FF= 45.77BF= 35.62Buried43.958.1%8.2%8.3%8.2%8.8%8.2%8.2%7.5%7.2%7.9%8.1%8.5%8.5%8.6%8.2%8.0%7.2%2.8%2.8%2.7%3.3%3.5%3.8%3.5%3.4%3.5%2.9%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%36.60GAR=35.93GAR=35.27GAR=34.60GAR=38.07GAR=38.07GAR=38.74GAR=38.74GAR=39.40GAR=39.40GAR=41.90GAR=41.24GAR=41.24GAR=40.57GAR=40.57GAR=39.90GAR=650
6
4
2646644642640638636634632
63
0
6
2
8
6
2
6
62
4
624626626628628630630632634634638640642644646648648646636636638632634636638640640626626628630632634624636634632630628626624622620618616612636638638640646644642644644644 640
646640
642
644
646
640
642
644
646
642644646648650646648650652646642640
64
6
640
642
644
646646
642616628644646648650652654656618620624624652646646646648650648650652640620620630630640640640640496346414329461523402443264228643260374342624533470446444655470345914423416138023445309527772574239840404010398024831630267818242878202432033550390342694507467738244784393048534000480339504821485048334862484148704740463044703953388034833087300028632770266826002561259041504173408441074084410740174040401740403950397339003900392338343857376737903767379036203643355335763435103834385739233440504093EP4120EP4150EP4180EP46234652492449535244407739114349433640612350LP3700460624902300LP3915SW2400LP44103446241530504000LP3630470047544674450424704102HP386041002630470039103550481226504260319428604050TOP282547252315394941354397472750364066235624932694294433883886436045914697462651962341243326262840318635403903425244634628470346354102HP2275LP450547054289TOP44604100398040304360407032703220490042994600474546502380OLR4304304304304304303873OLR26402700250026502590259024902590259024346034603526358035603770SW3790SW3878SW3910SW3760378039004070SW40604115SW4140SW4155SW410541304145390052735273495346523950400039303824365436542350182416301548504780486248704580431044303960TOP3375332531002925281023802380FF= 43.45BF= 33.30BuriedGAR=41.6341248.2%64464264065264263463638053775374537403940093979394939193875200274.731100120013001400000100200300400500600700800900000100200300400500300COLUMBIA 1125FARMHOUSE1R2-CARGAR.FPGRT RM EXT.GAR. EXT.HARLOW II 1123FARMHOUSELEXINGTON 1124COTTAGEINNISBROOK 1118FARMHOUSE(REV.)1R3RMORNINGROOMWWFPFF= 56.80BF= 46.78BuriedFF= 47.19SLABFF= 50.20SLABFF= 53.40SLABFF= 44.80BF= 34.65BuriedFF=
37.30FF=
36.63FF=
35.97
LANCAST
E
R
IU 2209
2' 3RD FLR E
X
T
LANCAST
E
R
IU 2209
2' 3RD FLR E
X
T
1R
1R
1R
LANCAST
E
R
IU 2209
2' 3RD FLR E
X
T
1R
1R
1R
1R
LANCAST
E
R
EU 2209
2' 3RD FLR E
X
T
1R
1R
1R
1R
LANCAST
E
R
IU 2209
2' 3RD FLR E
X
T
1R
1R
1R
1R
LANCAST
E
R
IU 2209
2' 3RD FLR E
X
T
1R
1R
1R
1R
LANCAST
E
R
IU 2209
2' 3RD FLR E
X
T
1R
1R
1R
1R
FF=
39.90FF=
39.90FF=
39.24FF=
39.24FF=
38.57FF=
38.57
LANCASTE
R
EU 2209
2' 3RD FLR EX
T1R
1R
1R 1R
(REV.)
LANCAST
E
R
IU 2209
2' 3RD FLR E
X
T
1R
1R
1R
1R
LANCAST
E
R
EU 2209
2' 3RD FLR E
X
T
1R
1R
1R
1R
LANCASTE
R
IU 2209
1R
2' 3RD FLR E
X
T
1R
1R
1R
LANCAST
E
R
IU 2209
1R
2' 3RD FLR E
X
T
1R
1R
1R
LANCASTE
R
IU 2209
1R
2' 3RD FLR E
X
T
WW
1R
1R
1R
LANCAST
E
R
IU 2209
1R
2' 3RD FLR EX
T
1R
1R
1R
FF=
42.40FF=
41.74FF=
41.74FF=
41.07FF=
41.07FF=
40.40
LANCASTE
R
EU 2209
1R
(REV.)
2' 3RD FLR EX
T 1R
1R
1R
LANCASTE
R
EU 2209
1R
2' 3RD FLR E
X
T
WW
1R
1R
1RFF= 26.57SLABCOLUMBIA 1125TRADITIONAL(REV.)FPMORNINGROOMTHORNTON WAYTHORNTON WAYLEHIGH DR.11+0012+0013+0014+001+002+003+004+005+006+007+008+009+006+007+00LOT 123LOT 36LOT 38LOT 114LOT 43LOT 4LOT 320' FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39LOT 118LOT 117LOT 116LOT 40LOT 41LOT 115LOT 42LOT 113LOT 44LOT 112LOT 6LOT 5LOT 2LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80LOT 65RECREATION AREATYE CT.(PRIVATE)7+71.890+00COMPOSITE C21+0021+67.57FIELD LOCATEDELECTRICTRANSFORMERFIELD LOCATEDTELEPHONE PEDESTALSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
Rev. No.Date
08 02-21-2021
66
03-09-2021
INT
21-05
88
3924L
AS SHOWN
SAN. SEW. GG-ZZ
110' - 8" SDR 35/26
@1.00%
73' - 8"
SDR 35/26
@0.55%
97' -
8"
S
D
R
3
5/
2
6
@6.4
8
%
89' - 8"
SDR 35/26
@1.23%
351' - 8"
SDR 35/26
@2.00%
PROPOSED GRADE
EXISTING
GRADE
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASTM D698
900 950 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 1550 1600 1650 1700 1750 1800 1850590
595
600
605
610
615
620
625
630
635
640
645
650
655
590
595
600
605
610
615
620
625
630
635
640
645
650
655
GG VV
WW
XX
YY
ZZ
1000.00 INV OUT 612.00INV IN 612.20INV IN 612.201110.08 INV OUT 613.30INV IN 613.501182.73 INV OUT 613.90INV IN 614.101279.96 INV OUT 620.40INV IN 620.601368.51 INV OUT 621.69INV IN 621.891719.10 INV OUT 628.90INV IN 628.90TOP 623.54TOP 623.55TOP 626.17TOP 630.45TOP 633.21TOP 639.64073 - 4" LAT - (34')015 - 4" LAT - (38')LOT 57 - Inv 625.69036 - 4" LAT - (40')LOT 58 - Inv 626.21056 - 4" LAT - (40')LOT 59 - Inv 626.64076 - 4" LAT - (39')LOT 60 - Inv 626.96097 - 4" LAT - (35')LOT 61 - Inv 627.36097 - 4" LAT - (36')LOT 62 - Inv 627.86LOT 56 - Inv 622.48035 - 4" LAT - (39')LOT 63 - Inv 628.88063 - 4" LAT - (38')LOT 64 - Inv 629.87083 - 4" LAT - (36')LOT 65 - Inv 630.36007 - 4" LAT - (34')LOT 66 - Inv 630.86027 - 4" LAT - (34')LOT 67 - Inv 627.83047 - 4" LAT - (34')LOT 68 - Inv 632.27095 - 4" LAT - (34')LOT 69 - Inv 632.98123 - 4" LAT - (34')LOT 70 - Inv 633.80143 - 4" LAT - (34')LOT 71 - Inv 634.09163 - 4" LAT - (34')LOT 72 - Inv 634.35183 - 4" LAT - (34')LOT 73 - Inv 634.65203 - 4" LAT - (34')LOT 74 - Inv 634.62245 - 4" LAT - (34')LOT 75 - Inv 631.34279 - 4" LAT - (34')LOT 76 - Inv 632.16299 - 4" LAT - (34')LOT 77 - Inv 632.36319 - 4" LAT - (34')LOT 78 - Inv 632.59339 - 4" LAT - (34')LOT 79 - Inv 632.82340 - 4" LAT - (22')LOT 82 - Inv 636.59320 - 4" LAT - (22')LOT 83 - Inv 633.82300 - 4" LAT - (22')LOT 84 - Inv 633.70280 - 4" LAT - (22')LOT 85 - Inv 633.69260 - 4" LAT - (22')LOT 86 - Inv 633.53240 - 4" LAT - (22')LOT 87 - Inv 631.57166 - 4" LAT - (22')LOT 88 - Inv 626.43146 - 4" LAT - (22')LOT 89 - Inv 626.90126 - 4" LAT - (22')LOT 90 - Inv 627.58106 - 4" LAT - (22')LOT 91 - Inv 628.07086 - 4" LAT - (22')LOT 92 - Inv 628.99066 - 4" LAT - (22')LOT 93 - Inv 628.49037 - 4" LAT - (22')LOT 94 - Inv 629.28210 - 4" LAT - (22')LOT 152 - Inv 632.34351 - 4" LAT - (24')LOT 81 - Inv 637.02PROP. 18"STORM XINGPROP. 30"STORM XINGPROP. 30"STORM XINGPROP. 18"STORM XING351 4" LAT. (35')LOT 80 - INV 633.14055 4" LAT. (37')LOT 55 - INV 615.283:1Arcadia EUFF= 42.40Arcadia IUFF= 41.74REVREVTyndale-EUREVTyndale-EUTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-EUREVTyndale-EUTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-IUREVTyndale-IUREVGAR=FF= 15.93BF= 05.78Buried14.11FF= 41.81BF= 31.66BuriedFF= 37.11BF= 26.96Buried35.29FF= 33.15BF= 23.00Buried31.33GAR=GAR=FF= 30.91BF= 20.76BuriedFF= 30.82BF= 20.57BuriedFF= 24.62BF= 14.47Buried22.80GAR=FF= 19.32BF= 9.17Buried17.50GAR=GAR=FF= 27.22BF= 17.07Buried25.40GAR=FF= 23.32BF= 13.17Buried21.50Arcadia IUFF= 41.74REVArcadia IUFF= 41.07REVArcadia IUFF= 41.07REVArcadia EUFF= 40.40Arcadia EUFF= 39.90Arcadia IUFF= 39.90REVREVArcadia IUFF= 39.24REVArcadia IUFF= 39.24REVArcadia IUFF= 38.57REVArcadia EUFF= 38.57Arcadia EUFF= 37.10Arcadia IUFF= 36.43REVREVArcadia IUFF= 35.77REVArcadia IUFF= 35.10REVArcadia IUFF= 34.43REVArcadia EUFF= 33.77Arcadia EUFF= 33.37Arcadia IUFF= 32.70REVREVArcadia IUFF= 32.03REVArcadia IUFF= 31.37REVArcadia IUFF= 30.70REVArcadia EUFF= 28.70Arcadia IUFF= 30.03REVArcadia IUFF= 29.37REVFF= 42.47FF= 41.13FF= 40.47FF= 40.47FF= 41.80FF= 42.47FF= 43.14FF= 39.88FF= 37.88FF= 37.22FF= 36.55FF= 38.55FF= 39.22FF= 39.88FF= 37.91BF= 27.76BuriedGAR=FF= 34.60BF= 24.45Buried32.78GAR=FF= 32.20BF= 22.05Buried30.38GAR=FF= 29.85BF= 19.70Buried28.03FF= 26.61BF= 16.46W/O24.79GAR=FF= 24.82BF= 14.67W/O23.00GAR=FF= 21.11BF= 10.96W/O19.29GAR=FF= 17.61BF= 07.46W/O15.79GAR=7.6%6.4%8.1%6.9%8.3%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%5.4%6.1%5.7%4.20%5.4%3.1%3.4%3.6%7.3%7.0%28.20GAR=28.87GAR=29.53GAR=30.20GAR=30.87GAR=31.53GAR=32.20GAR=32.87GAR=36.60GAR=35.93GAR=35.27GAR=34.60GAR=33.93GAR=33.27GAR=38.07GAR=38.07GAR=38.74GAR=38.74GAR=39.40GAR=39.40GAR=7.2%3.9%Tyndale-IUREVFF= 43.1436.05GAR=36.72GAR=37.38GAR=38.05GAR=38.72GAR=39.38GAR=39.38GAR=39.97GAR=39.97GAR=40.63GAR=41.30GAR=41.97GAR=41.97GAR=42.64GAR=42.64GAR=41.90GAR=41.24GAR=41.24GAR=40.57GAR=40.57GAR=39.90GAR=61
2
6
3
863663463
2
63
0
624622620618616614612634634636636638632634636638640640626626628630632634626628628630628628630630630626628614612618626624622618616616614600630628626625624623.5623622.7561061061061061661862862662464664865065264464264260862862064464263663463263062862662062262462261462462464264063863663863863863663663663463463463264064061225542824230022992084177614331187190111024040401039803950392038903860371936853648360735613487136513788034833000277026003193170416002494208041504173408441074084410740174040401740403950397339003900392338343857376737903767379036203643355335763487351034203353337632873310324732033113313630473070298030032913293628472870278028033834385739233443424741574113402340463957398039573921389837883765372136553632358835653698418040904180415742474224385538323988389852003750335030502992275027572700405025502300LP4093EP4120EP4150EP4180EP4120EP4150EP4180EP243315792254188310291533122350LP2430HP24401250OLR1250OLR13502140181214601260370024902300LP2400LP3446241530504000LP2704294036302030386041002250225022502250902160185515231232406620831543116633882611105626902030210418703270318025502300LP1000LP132516543270322013501190LP1880LP18001930HP137813501378140018801538225020541800180016501550155019802640290024093086288626402700250034602700250032603326339334603526358035603560SW3878SW3910SW376037803900SW4140SW4155SW413041453300270039804224381637493783424741634124398038953920SWTOP23473375332531002925281025506326346326363133308530242948286027692678256835163463340533493295321738053775374537153681362440394009397939493919387527233348ADA PARKINGMAX. SLOPE2% ANYDIRECTION3175317531243124333526972984302433286283960SW3683INV3660INV6384138SW3938SW3928SW3970SW3945SW3955SW3930SW4124SW4134SW4148SW4211SW4221SW4227SW4219SW1.2%2.5%2.2%2500260027002800160020030040050060070080090010001094.598" W/L-F8" W/L-F8" W/L-F000LANC
A
S
T
E
R
EU #2
2
0
9
1R(REV.)
2' 3RD
F
L
R
E
X
T
1R
1R
LANC
A
S
T
E
R
IU #22
0
9
1R
2' 3RD
F
L
R
E
X
T
WW
1R
1R
LANC
A
S
T
E
R
IU #22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R
LANC
A
S
T
E
R
IU #22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R
LANC
A
S
T
E
R
IU #22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R LANC
A
S
T
E
R
IU #22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R LANC
A
S
T
E
R
IU #22
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R WW
LANC
A
S
T
E
R
EU #2
2
0
9
2' 3RD
F
L
R
E
X
T
1R
1R
1R
FF=
33.37
FF=
32.70
FF=
32.03
FF=
31.37
FF=
30.70
FF=
28.70
FF=
30.03
FF=
29.37
FF=
37.30
FF=
36.63
FF=
35.97
FF=
35.30
FF=
34.63
FF=
33.97
LANCA
S
T
E
R
EU #2
2
0
9
(REV.)
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
LANCA
S
T
E
R
IU #220
9
2' 3RD FL
R
E
X
T1R
1R
1R
1R
LANCA
S
T
E
R
IU #220
9
2' 3RD FL
R
E
X
T1R
1R
1R1R
LANCA
S
T
E
R
IU #220
9
2' 3RD FL
R
E
X
T1R
1R
1R1R
LANCA
S
T
E
R
IU #220
9
2' 3RD FL
R
E
X
T1R
1R
1R1R
LANCA
S
T
E
R
EU #22
0
9
2' 3RD FL
R
E
X
T1R
1R
1R
1R LANCA
S
T
E
R
IU #220
9
2' 3RD FL
R
E
X
T1R
1R
1R1R
LANCA
S
T
E
R
IU #220
9
2' 3RD FL
R
E
X
T1R
1R
1R1R
LANCA
S
T
E
R
IU #220
9
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
FF=
39.90
FF=
39.90
FF=
39.24
FF=
39.24
FF=
38.57
FF=
38.57
LANCA
S
T
E
R
EU #2
2
0
9
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
(REV.)
LANCA
S
T
E
R
IU #220
9
2' 3RD FL
R
E
X
T
1R
1R
1R
1R
LANCA
S
T
E
R
EU #22
0
9
2' 3RD FL
R
E
X
T1R
1R
1R
1R LANCA
S
T
E
R
IU #220
9
1R
2' 3RD FL
R
E
X
T
1R
1R
1R
LANCA
S
T
E
R
IU #220
9
1R
2' 3RD FL
R
E
X
T
1R
1R
1R
LANCA
S
T
E
R
IU #220
9
1R
2' 3RD FL
R
E
X
T
WW
1R
1R
1R
LANCA
S
T
E
R
IU #220
9
1R
2' 3RD FL
R
E
X
T
1R
1R
1R
FF=
42.40
FF=
41.74
FF=
41.74
FF=
41.07
FF=
41.07
FF=
40.40
LANCA
S
T
E
R
EU #22
0
9
1R
(REV.)
2' 3RD FL
R
E
X
T
1R
1R
1R
LANCA
S
T
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R
EU #22
0
9
1R
2' 3RD FL
R
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T
WW
1R
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LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)WWLANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTEREU #22092' 3RD FLR EXT1R1R1R1RWWFF=42.47FF=41.13FF=40.47FF=40.47FF=41.80FF=42.47FF=43.14FF=43.14FF=39.88FF=37.88FF=37.22FF=36.55FF=38.55FF=39.22FF=39.88LANCASTEREU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)WWLANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092' 3RD FLR EXT1R1R1R1R(REV.)LANCASTEREU #22092' 3RD FLR EXT1R1R1R1RFF=
3
2
.
0
7
BF=
2
2
.
0
5
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e
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9
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BF=
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4
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9
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2
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2
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9
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Buri
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L
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FF= 3
8
.
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1
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1
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FAR
M
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WW
FPFF= 21.19BF= 11.92W/OFAIRFIELD #1723SIGNATURE(REV.)3R1RFF= 17.68BF= 08.41W/OCHARLESTON #1935FARMHOUSE(REV.)3R1RF
F
=
2
3
.
1
9
B
F
=
1
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.
9
2
B
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1
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3
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WW1R3
R PLYMOUTH #1101COTTAGE (REV.)WWFF= 30.59NYLOPLAS
TDUCTILE IRON
DO NOT POLLUTE DR
A
I
N
S
T
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W
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R
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A
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S
LEHIGH DR.24+0025+0026+0027+0028+0015+0016+005+001+002+003+004+005+006+007+00LOT 50LOT 98LOT 97LOT 96LOT 95LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 152LOT 5520' FREDERICKWATER ESMT.FREDERICKWATER ESMT.LOT 53LOT 54LOT 22LOT 23LOT 24LOT 39LOT 40LOT 41LOT 49LOT 51LOT 52LOT 62LOT 63LOT 64LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80LOT 81LOT 82LOT 83LOT 84LOT 85LOT 86LOT 88LOT 89LOT 90LOT 91LOT 92LOT 93LOT 94LOT 65RECREATION AREATYE CT.TYE CT.20' FREDERICKWATER ESMT.FOREBAY #3FOCALPOINTTYE CT.(PRIVATE)(PRIVATE)(PRIVATE)7+71.890+005+59.8316+50.56COMPOSITE DCOMPOSITE DLOT 87COMPOSITE CFIELD LOCATEDELECTRICTRANSFORMERFIELD LOCATEDELECTRICTRANSFORMERFIELD LOCATED FHFIELD LOCATEDTELEPHONE PEDESTALFIELD LOCATEDTELEPHONEPEDESTALSANITARY SEWER PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22
Rev. No.Date
08 02-21-2021
67
03-09-2021
INT
21-05
88
3924L
AS SHOWN
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00590
595
600
605
610
615
620
625
630
635
640
645
650
655
18"
MIN.
18"
MIN.
18"
MIN.
590
595
600
605
610
615
620
625
630
635
640
645
650
655
4.0
MIN.
6" FM
DIP CL 52
6" FM
DIP CL 52
00+00.00TIE INTO
SENSENY RD. - ROSSUM LN. - TWINBROO. CIR.
-OINT OF PIPE/FLUSHING ASSEMBLY # 18+53.3301+51.22 11.25 BEND03+20.05 45 BEND03+22.55 45 BEND07+73.48 AIR RELEASE VALVE08+69.02 45 BEND08+78.97 22.5 BEND12+85.95 22.5 BEND12+88.45 11.25 BENDMATCHLINESANITARY SEWER FORCEMAIN
4.0
MIN.TEST PITRESTRAINT -OINTS (TYP.)
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL TO 95
MAXIMUM DRY DENSITY
PER ASTM D698
EXISTING
GRADE
18"
MIN.
18"
MIN.
4.0
MIN.
4.0
MIN.
4.0
MIN. PROP. 15"STORM XINGPROP. 30"STORM XINGPROP. 15"STORM XINGPROP. 8"SAN. XINGPROP. 8"SAN. XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. 30"STORM XINGPROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 8"W/L XINGPROP. 15"STORM XINGPROP. 15"STORM XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XINGPROP. SAN LAT XING2:1
2:12
:12:12:12:1
2:1 2:1
2:1 3:12:1 3:12:13:1
3
:
1
2:1
2:
1
2
:
1
Arcadia
E
U
FF= 42.
4
0
Arcadia
I
U
FF= 41.7
4
REV
REV
Tyndale-
E
U
REV
Tyndale-
E
U
Tyndale-I
U
REV
Tyndale-
I
U
REV Tyndale
-
I
U
REV
Tyndale-I
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REV Tyndale-
I
U
REV
Tyndale-
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U
REV
Tyndale-
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Tyndale-I
U
REV Tyndale-
I
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REV
Tyndale-
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REV Tyndale-
I
U
REV
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I
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GAR=
FF= 20.
0
1
BF= 09.
8
6
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18.19
GAR=
FF= 25.
2
1
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6
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23.39
GAR=
FF= 30.
0
4
BF= 19.
8
9
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28.22
GAR=
FF= 32.
8
9
BF= 22.
7
4
W/O
31.07
GAR=
31.34
FF= 33.16
BF= 23.01
W/O
GAR=
FF= 31.71
BF= 21.56
W/O
GAR=
FF= 29.77
BF= 19.62
W/O
GAR=
FF= 27.61
BF= 17.46
W/O
29.89
27.95
25.79
GAR=
FF= 26.
7
6
BF= 16.
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1
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24.94
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9
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GAR=
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9
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29.24
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50
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9
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49
GAR=FF= 15.93BF= 05.78Buried14.11GAR=FF= 49
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67
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.
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4
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4
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Buri
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9
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1
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Buried
35.29
FF= 33.1
5
BF= 23.
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Buried
31.33
GAR=
GAR=
GA
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FF= 30.
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Buried
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FF= 28.
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Buried
27.14
GAR=
FF= 26.
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SLAB
26.07
GAR=
GAR=
FF= 27.77
SLAB
27.27 GAR=
FF= 30.30
SLAB
29.80
GAR=
FF= 32.60
SLAB
32.10
FF= 32.
6
0
SLAB
32.10
GAR=
FF= 30.
8
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BF= 20.
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Buried
29.00GAR=
FF= 24.
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BF= 14.
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Buried
22.80
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Buried
17.50GAR=
GA
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7
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Arcadia I
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=
GAR
=
GAR
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GAR=FF= 45.77BF= 35.62Buried43.95GAR=FF=
42
.
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d
40
.
7
8
48.56GAR=GA
R
=GAR=GAR=GAR=GAR=5.6%
8.5%
8.
1
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8.2%
8.2%7.5%7.2%7.9%8.1%8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%6.9%
8.
3%
8.0%
7.2%
2.8%2.8%2.7%3.3%3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.
3%7.9%7.0%7.5%6.7%4.8%5.1%5.8%6.6%5.7%4.3%3.5%2.6%3.0%4.5%3.1%4.0%2.7%3.6%2.5%3.5%4.9%3.3%4.7%3.2%5.5%4.6%3.7%3.1%2.9%2.3%1.7%4.3%3.6%3.4%3.7%4.7%5.4%6.1%5.7%4.20%5.4%3.1%3.4%3.6%7.3%7.0%
GAR=
FF= 1
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7
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BF= 0
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13.95
4
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4
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4
2
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3
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44.6
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4
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5
9
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3
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4
4
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41.7
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3
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BF=
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3
4
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37.67
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6
.
5
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0
FF= 32.3
2
BF= 22.1
7
W/O
GAR=
FF
=
3
2
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3
2
BF
=
2
2
.
1
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W/
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30.
5
02.3%6.2%6.9%6.1%FF= 43.80SLAB45.17FF= 46.50SLABFF= 44.80SLABFF= 45.67SLAB44.3043.3046.00FF= 47.82SLAB47.32FF= 49.29SLAB48.79FF= 50.19Slab49.69FF= 49.29Slab48.797.4%
7.2%
6.5%
7.0%
7.2%
8.0%
8.4%
8.3%
GAR
=
30.50
RETAI
NI
N
G
WALL
W/
HAND
R
AI
L
28.20GAR=
28.87GAR=
29.53GAR=
30.20GAR=
30.87GAR=
31.53GAR=
32.20GAR=
32.87GAR=
36.60
GAR=
35.93
GAR=
35.27
GAR=
34.60
GAR=
33.93
GAR=
33.27
GAR=8
SAFETY B
E
N
C
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# 5
38.07
GAR=
38.07
GAR=
38.74
GAR=38.74
GAR=
39.40
GAR=39.40
GAR=7.2%3.9%Tyndale-I
U
REV
FF= 43.
1
4
36.05
GAR=
36.72
GAR=37.38
GAR=
38.05
GAR=38.72
GAR=
39.38
GAR=39.38
GAR=
39.97
GAR=
39.97
GAR=
40.63
GAR=41.30
GAR=
41.97
GAR=41.97
GAR=
42.64
GAR=42.64
GAR=
41.90
GAR=
41.24
GAR=
41.24
GAR=
40.57
GAR=
40.57
GAR=
39.90
GAR=642638636640634
636
638
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26+23.24LEXINGTON #1124FARMHOUSEFP1RGRT RM EXT(REV.)1RCOLUMBIA #1125CRAFTSMAN1RFPGRT. RM. EXT.(REV.)1RHARLOW II #1123COTTAGE1RFP1R(REV.)HARLOW II #1123TRADITIONAL1R1RFPCOLUMBIA #1125FARMHOUSEMORNING1R1RFPROOMMORNINGHARLOW II #1123TRADITIONAL1RFP1RLANCASTEREU #22091R(REV.)2
3RD FLR EXT1R1RLANCASTERIU #22091R2
3RD FLR EXTWW1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1RWWLANCASTEREU #22092
3RD FLR EXT1R1R1RFF=33.37FF=32.70FF=32.03FF=31.37FF=30.70FF=28.70FF=30.03FF=29.37FF= 44.80BF= 34.65BuriedFF= 43.80SLABFF= 46.50SLABFF= 44.80SLABFF= 45.67SLABFF= 47.82SLABFF= 49.21SLABFF=37.30FF=36.63FF=35.97FF=35.30FF=34.63FF=33.97LANCASTEREU #2209(REV.)2
3RD FLR EXT1R1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1R1RLANCASTEREU #22092
3RD FLR EXT1R1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1R1RLANCASTERIU #22092
3RD FLR EXT1R1R1R1RFF=39.90FF=39.90FF=39.24FF=39.24FF=38.57FF=38.57LANCASTEREU #22092
3RD FLR EXT1R1R1R1R(REV.)LANCASTERIU #22092
3RD FLR EXT1R1R1R1RLANCASTEREU #22092
3RD FLR EXT1R1R1R1RLANCASTERIU #22091R2
3RD FLR EXT1R1R1RLANCASTERIU #22091R2
3RD FLR EXT1R1R1RLANCASTERIU #22091R2
3RD FLR EXTWW1R1R1RLANCASTERIU #22091R2
3RD FLR EXT1R1R1RFF=42.40FF=41.74FF=41.74FF=41.07FF=41.07FF=40.40LANCASTEREU #22091R(REV.)2
3RD FLR EXT1R1R1RLANCASTEREU #22091R2
3RD FLR EXTWW1R1R1RLANCA
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3RD FL
R
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43.14
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39.88
FF=
37.88 FF=
37.22 FF=
36.55
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LANCA
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.25BF= 40.23W/O3RPOWELL #1104COTTAGEEGRESSWINDOWFP1RFF= 51.32BF= 41
.17W/OPLYMOUTH #1101FARMHOUSE(REV.)3RFP1RFF= 21.19BF= 11.92W/OFAIRFIELD #1723SIGNATURE(R
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FF= 33.20BF= 23.18W/OLEXINGTON #1105FARMHOUSEEGRESSWINDOW(REV.)3R1RFF=
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LOT 123LOT 36
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FORCEMAIN PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2021
68
03-09-2021
INT
21-05
88
3924L
AS SHOWN
13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00
560
565
570
575
580
585
590
595
600
605
610
560
565
570
575
580
585
590
595
600
605
610
14+50.30 22.5 BEND16+81.93 45 BEND16+84.43 22.5 BEND20+49.01 22.5 BEND20+51.51 22.5 BEND25+69.64 11.25 BEND25+72.14 45 BEND26+42.23 WYE 1-6" GV26+64.04 TIE TOPROP. PUMP STATION6" FM
DIP CL 52 6" FM
DIP CL 52
4.0
MIN.MATCHLINESANITARY SEWER FORCEMAIN CONTINUED
RESTRAINT -OINTS (TYP.)21+54.97 AIR RELEASE VACUUM VALVE615615
620620
EXISTING
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
COMPACT FILL TO
95 MAXIMUM
DRY DENSITY PER
ASTM D698
4.0
MIN.
4.0
MIN.
625
630
625
PROP. 8"SAN. XINGPROP. 8"SAN XINGPROP. SAN LAT XING4.0
MIN.
18"
MIN.
PROPOSED
GRADE
EXISTING
GRADE
2:1
3:
1
2:12
:12:12:13:1 3:13:12:1 3:13
:
1
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R
=
2.7%7.9%8.1%8.5%8.5%8.6%8.2%8.1%7.3%6.0%6.8%6.6%5.4%6.9%
8.
3%2.7%3.3%3.5%3.8%3.5%3.4%3.5%2.9%3.2%2.5%2.7%2.1%3.2%4.2%2.7%6.7%7.
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634
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FF= 26.32BF= 16.17W/OHARLOW II #1116COTTAGE(REV.)INV 611.64INV
611.28
PLYMO
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T.FORCEMAIN PROFILESSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY VIRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: (540) 662-4185FD[: (540) 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22
RHY. NR.DDWH
08 02-21-2021
69
03-09-2021
INT
21-05
88
3924L
AS SHOWN
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
70
03-09-2021
INT
21-05
88
3924L
Rev. No.DateSANITARY SEWER LATERAL COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22
71
03-09-2021
INT
21-05
88
3924L
Rev. No.DateSANITARY SEWER LATERAL COMPUTATIONSSENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
’’– ’finished gradeNOTES:exhaust fan.or FW approved equal.151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-227203-09-2021INT21-05883924LRev. No.DatePUMP STATION SITE PLAN AND COMPUTATIONS
SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIANTS
PROP. PUMPSTATION FF =587.80EMERGENCYGENERATOR ONCONCRETE PAD = 587.90DOUBLE GATEEMERGENCYPUMPCONNECTIONCHAIN LINKFENCE6'X8' CONCRETEPADEXTERIORLIGHTEP
EPEPEPEPEP6" 21AAGGREGATE 3'WIDEUGE & UGT1" WATERSERVICE W/58" METER @ROWFROST FREEHYDRANT PER FWREQUIREMENTS6" CL 52 DIP B/TPUMP STATION(FULL JOINT OFPIPE) AND WYE8" CL 52 DIP B/TMACERATORAND PUMPSTATION (FULLJOINT OF PIPE)RAVEN COATEDMUFFINMONSTER PREFAB MANHOLE(H20) ANDMACERATORPAVED PARKINGAREA87698685879287608733875387068770MANHOLE TOHAVE RAVENCOATINGMANHOLE TOHAVE RAVENCOATINGMANHOLE TOHAVE RAVENCOATING-1+00-0+500+000+501+001+505555605655705755805855905956005555605655705755805855905956009' - 8"DIP - CL 52 @ 2.00%17' - 8"DIP - CL 52 @ 2.00%44' - 8"SDR 35/26 @ 1.73%WETWELLPS1PS2AA0+00.00 = WET WELL RAVEN COATED
INV IN = 576.00 0+09.36 = MH RAVEN COATED
INV OUT = 576.19
INV IN = 576.39
0+70.82 = MH RAVEN COATED
INV OUT = 577.50
INV IN = 577.70
INV IN = 577.70
INV IN = 577.70
TOP = 587.61
TOP = 587.73
TOP = 590.20
0+26.78 = MUFFIN
MONSTER PRE FAB
MH RAVEN COATINGS
INV IN = 576.74
INV OUT = 576.74SAN SEWER WET WELL - AAEXISTINGGRADEPROPOSED GRADEMUFFIN MONSTER PRE FAB MH
H20 LOAD RATED
SEE SHEETS59 & 63 FORCONT.RESTRAINT JOINTS (TYP.)SENSENY VILLAGE SUBDIVISION - PHASE 1
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22PUMP STATION SITE PLAN AND COMPUTATIONS
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA7303-09-2021INT21-05883924LRev. No.DateAS SHOWN
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22FREDERICK WATER DETAILSRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
74
03-09-2021
INT
21-05
88
3924L
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
REDUCER
L
L (ft) 60 60 100 120 120 140 160
D 6" 8" 12" 16" 18" 20" 24"
L
falls within the specified length shall be restrained.
In addition to restraining the connection, any joint that
VALVE, DEAD END
L
8" 12" 16" 18" 20" 24"
8" -- 60 80 100 120 140
D1
12" -- -- 60 80 100 120
16" -- -- -- 40 60 100
18" -- -- -- -- 40 80
20" -- -- -- -- -- 60
-3-
GATE VALVE AND DEAD END
RESTRAINED JOINTS FOR REDUCER,
6" 40 60 100 120 120 140
D2D1
L
D
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
L (ft)
D2
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
FEB 09
L
u LdLu = up bend restrained lengthof pipe (PVC or DIP)
up bend
depth
depth 4 ft. min.
down bend Ld = down bend restrained length of pipe (PVC or DIP)
finished grade
Lu
Ld
-4-
VERTICAL OFFSET
RESTRAINED JOINTS FOR
45° Ld (ft) 20 40 60 80
Lu (ft) 20 20 20 20
Each side of any vertical offset
bend shall be restrained. In
addition, any joint that falls within
the specified length on each side
of the fitting shall be restrained.
D 6" 8" & 12" 16", 18" & 20" 24"
22 1/2° Ld (ft) 20 20 40 40
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
11 1/4° Ld (ft) 20 20 20 20
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
D
D = pipe diameter
FEB 09
48" min.
6" stone
valve restrained to main
6", 8" and 12"
16", 18", 20" and 24"
screw type adjustable
valve box
8"x 8"x 16"
solid block
60" min.
over-excavation
18" to 24"
concrete pad 18" dia. x 6" deep finished grade
concrete pad 18" dia. x 6" deep finished grade
Water Forced Sewer
24" min.
screw type adjustable valve box
Note: valve shall
be spur gear
type
6" stone
8"x 8"x 16"
solid block
valve
restrained
to main
screw type
adjustable
valve box
concrete pad 18"
dia. x 6" deep
8"x 8"x 16" solid block
for 12" valve
Note: valve shall
be bevel gear
type
GATE VALVE
stone
joint
restraintsstone
valve restrained
to main
48" min.
6" stone
location marker
-5- APR 09
valve box
adaptor
valve box
adaptor
valve box
adaptor
6"
exterior of all sections to
have waterproof coating
3/4" x 2" butyl
joint sealant
24" min. in undeveloped areas
square skid pad 6"
thick around
manhole frame in
developed areas
finished
grade
finished
grade
3/4" concrete anchor
bolts (4 each)
STANDARD MANHOLE
adjustment rings
(11" max.)
steel reinforced
polypropylene steps
24" min.
clear opening
6. There shall be a 0.20 foot drop in elevation through the manhole.
3/4 dia.
6" stone
1'-6"
35" max.
12" or 16" (typ.)
6" stone
4'-0"
variable
3'-0" min.
4'-0" max.
8"
1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing.
3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.
NOTES :
5"pipe to manhole
connection to be
by flexible sleeve
top of bench to be
same elevation as top
of pipe
1" nominal size butyl
joint sealant to be
applied on lower
ledge of joint
top of manhole at grade in pavement areas
unless otherwise directed (top shall be set 24"
min. above grade in undeveloped areas)
invert channel to provide a
smooth transition in to out,
for all connections
precast invert or
grout bottom to
form channel
joint gasket shall be
either o-ring or profile
concrete ASTMC-150
4000 psi
2'-0" max.
-15- FEB 09
18"
3' minimum
PL
2'
treated 2"x 4" with
top 6" painted green
4" pipe at 2.00%
minimum grade
36" min.
cover
property
line
solvent weld cap8" x 4" gasketed bell wye
spigot by gasketed bell 45° bend
location marker
5'
stone
grade
finished
45°
GRAVITY SEWER LATERAL
FOR MAIN WITH COVER 15 FT OR LESS
gasketed pipe and fittings
All pipe and fittings shall be SDR 35/26 .
-22- FEB 09
24"
No. 4 rebar (typical)
class A concrete
END VIEW
12"
typical area
excavated
Note: concrete to extend one
foot into undisturbed
soil
SIDE VIEW
12"
typical
CONCRETE ANCHOR
24"
-41-
Gravity sewer lines having a 17% or
greater slope shall have concrete
anchors spaced as follows:
·17% - 34% - 36 ft. center to
center
·35% - 50% - 24 ft. center to
center
·51% + - 16 ft. center to
center
FEB 09
L = restrained length of pipe (PVC or DIP)
HORIZONTAL BEND
45°, 22 1/2°, 11 1/4°
D 6" 8" 12" 16" 18" 20" 24"
L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYE
any joint that falls within the specified length of
each branch of the fitting shall be restrained.
In addition to restraining each joint of the fitting,
D = pipe diameter
L
LL
L-2-
TEE, CROSS, WYE AND HORIZONTAL BEND
RESTRAINED JOINTS FOR
D 6" 8" 12" 16" 18" 20" 24"
L (ft) 60 60 100 120 120 140 160
DD
D
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
FEB 09
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22VDOT DETAILSRev. No.Date
SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
75
03-09-2021
INT
21-05
88
3924L
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22VDOT DETAILSRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
76
03-09-2021
INT
21-05
88
3924L
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22VDOT DETAILSRev. No.Date
01 6/14/2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
77
03-09-2021
INT
21-05
88
3924L
SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steel
quality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum.
The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside and
outside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in ground
anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact.
Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs,
Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter
indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch)
openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer's
recommendations.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22VDOT DETAILSRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
78
03-09-2021
INT
21-05
88
3924L
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22DETAILS
Rev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANA
78A
03-09-2021
INT
21-05
88
3924L
NOTES:
1. RECREATIONAL UNITS BASED ON SIMILAR PLAYGROUND. CONTRACTOR TO CONFIRM WITH FREDERICK COUNTY PARKS & RECREATION PRIOR TO CONSTRUCTION.
2. RECREATION UNITS MUST MEET OR EXCEED THE TOTAL VALUE OF $43,225
3. BENCHES MUST ALSO BE PROVIDED AT EACH RECREATIONAL UNIT.
4. THE CONTRACTOR SHALL ENSURE THE PLAYGROUNDS CONFORM TO THE SPECIFICATIONS IN SECTION 165-402.08 OF THE FREDERICK COUNTY CODE PRIOR TO CONSTRUCTION.
NYLOPLAST
DUCTILE IRON
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LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96
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LOT 11
LOT 10
LOT 9
LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 132LOT 133LOT 138LOT
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LO
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LOT 149LOT 150LOT 140LOT 56LOT 57LOT 58LOT 59LOT 60
LOT 61
L
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LOT 55LOT 127LOT 53
LOT
5
4
LO
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2
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LOT 31
LOT 32
LOT 33LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT
39
LOT 118
LO
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LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105
LOT 104 LOT 103
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139LOT 62
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9,484 SF
9,454 SF11,010 SF12,325 SF10,009 SF8,974 SF9,360 SF10,279 SF10,244 SF9,339 SF10,199
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10,298 S
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9,370 SF
9,223 SF
8,943 SF
9,003 SF
9,764 SF
12,085 SF
10,079 SF
9,752 SF
9,748 SF
10,722 SF
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,
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,
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5
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,
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P
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L
27'
FIRE
HYDRANT
FIRE
HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
FIRE
HYDRANT
27'
27'
27'
27'27'T
H
O
R
N
T
O
N
W
A
Y
LEH
IGH
DR
.LEHIGH DR.LEHIGH DR.HOP
KI
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S
W
A
YROSSUM LN.THORNTON WAYLEHIGH DR.LEHIGH DR.MENASHA C
T
.
TY
E
C
T
.
T
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E
C
T
.27'27'
27'27'27'27'27'27'27'27'
27'48'48'48'24'24'24'24'24'
24
'
THORNTON WAY
2
4
'
2
6'
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE "C"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE "C"
SIGN TYPE "C"
SIGN TYPE "A"
SIGN TYPE "D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"
SIGN TYPE "A"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "C"
SIGN TYPE
"MODIFIED D"
SIGN TYPE
"MODIFIED D"
SIGN TYPE "A"26'2
4'26'
FIRE
HYDRANT
SIGN TYPE "A"GLENRIDGE DR.SIGN TYPE " D"
SIGN TYPE " D"
SIGN TYPE " D"
SIGN TYPE "D"
SIGN TYPE "D"
CURB STENCIL
DETAIL - NTS
FIRE LANE NO PARKING
BLACK TRAFFIC GRADE PAINTED FIRE
LANE STENCILING, MINIMUM LETTER
HEIGHT 3 INCHES WITH A MINIMUM 12"
STROKE, SPACED E9ERY 25 FEET, OR
AS NOTED
LIFE SAFETY PLANSENSENY 9ILLAGE SUBDI9ISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, 9IRGINIA151 WLQG\ HLOO LDQHWLQFKHVWHU, 9LUJLQLD 22602THOHSKRQH: 540 662-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SER9ING 9IRGINIA WEST 9IRGINIAOFFICES IN: WINCHESTER, 9A MARTINSBURG, W9SDP NUMBER: #01-22
RHY. NR.DDWH
15 07-05-2023
1" = 80'
79
03-09-2021
INT
21-05
88
3924L
THIS 9IEW FOR FIRE LANE
MARKINGS SIGNAGE ONLY
NOTES:
1.FIRE STRIPING NOT TO BE PAINTED AT DRI9EWAY ENTRANCES
2.STANDARD CURB FIRE STRIPING TO INCLUDE CURB STENCIL
E9ERY 25' AS APPLICABLE., SEE CURB STENCIL DETAIL.
3.FIRE HYDRANT LOCATIONS SHOWN PER DESIGN PLANS.
LEGEND
PROPOSED YELLOW FIRE STRIPING
LOT 123LOT 36LOT 38
LOT 10
LOT 9LOT 4
LOT 3LOT 1LOT 125LOT 126LOT 127LOT 31
LOT 32
LOT 33
LOT 34LOT 124LOT 35LOT 122LOT 121LOT 37LOT 120LOT 119LOT 39
LOT 8LOT 7LOT 6LOT 5
LOT 2
LOT 128LOT 129L
O
T
7
5
L
O
T
7
6
L
O
T
7
7
L
O
T
7
8
L
O
T
7
9
L
O
T
8
0
R
E
C
R
E
A
T
I
O
N
A
R
E
A
280' SD
280' SD
280' SD
280' SD280' SDSIGHT
DISTANCE
ESM'T
LEHIGH DR.ROSSUM LN.THORNTON WAYLEHIGH DR.
T
Y
E
C
T
.
STREET
LIGHT
STREET
LIGHT
A # 10'
A # 10'
SUBDIVISION SIGN
SEE INTREEGUE
SENSENY VILLAGE
MONUMENT SIGN PLAN
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
TYP
CG-9B
TYP
CG-11
16.0'
STREET
LIGHT
A # 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE DESIGN
BY STRUCTURAL
ENGINEER 151 Windy Hill LaneWinchester Virginia 22602Telephone: 540 662-4185Fax: 540 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA1"=30'
80
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 86MATCH LINE SHEET 83 MATCH LINE SHEET 83 MATCH LINE SHEET 81TYPICAL PHOTOMETRIC
PATTERN
Note:
1.All lighting will conIorm to section
165-201.07 and be Iull downcast
shielded and Iull cutoII.
TT
6
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE
D
R
A
I
NS TO WATER
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT
P
O
L
LUTE DRAINS
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
WATERWAYS
L
O
T
2
6
LOT 21
LOT
2
0
LO
T
1
9
LO
T
1
8
L
O
T
1
7
L
O
T
1
6
L
O
T
1
5
LO
T
1
4
LO
T
1
3
LOT
1
2
LOT 11
LOT 10
L
O
T
1
5
2
LOT
2
3
LO
T
2
4
L
O
T
2
5
L
O
T
2
7
LO
T
2
8
LO
T
2
9
LOT
3
0
L
O
T
7
5
L
O
T
7
6
L
O
T
8
1
L
O
T
8
2
L
O
T
8
3
L
O
T
8
4
L
O
T
8
5
L
O
T
8
6
L
O
T
8
8
L
O
T
8
9
L
O
T
9
0
L
O
T
9
1
L
O
T
9
2
L
O
T
9
3
2
8
0
'
SD
10' NO DISTURB ESMT.
PER PROFFER #B3
50' NO DISTURB ESMT.
PER PROFFER #B3
10' NO DISTURB ESMT.
PER PROFFER #B3
50' NO DISTURB
ESMT. PER
PROFFER #B3
CG-9B
TYP
CG-9B
TYP
CG-9B
TYP
L
O
T
8
7
7' INGRESS/
EGRESS
ESMT
5' SI
D
E
W
A
L
K
LEH
IGH
DR
.
HOP
KI
N
S
W
A
Y
HOP
KI
N
S
W
A
Y
STREET
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE DESIGN
BY STRUCTURAL
ENGINEER 151 Windy Hill LaneWinchester Virginia 22602Telephone: 540 662-4185Fax: 540 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
15 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA1"=30'
81
03-09-2021
INT
21-05
88
3924L
MAT
C
H
LI
N
E
S
H
E
E
T
85
MATCH LINE SHEET 86MATCH LINE SHEET 80M
A
T
C
H
L
I
N
E
S
H
E
E
T
8
6
6' DI
A
M
M
H
NYLOPLAST
DUCTILE IRON
DO NOT POLLU
T
E
D
R
A
I
N
S
T
O
WATERWAYS
L
O
T
1
1
4
L
O
T
4
3
LO
T
4
6
LOT
1
0
9
LOT 10
8
LOT 47
LOT 48
LOT 50 LOT 99LOT 98LOT 97LOT 96
LOT
9
5
LOT 56LOT 57LOT 58LOT 59LOT 60
LOT 61 LOT 55
LOT 53LOT
5
4
LOT
2
2
L
O
T
4
0
L
O
T
4
1
L
O
T
4
2
L
O
T
1
1
3
L
O
T
4
4
L
O
T
1
1
2
L
O
T
1
1
1
L
O
T
4
5
LO
T
1
1
0
LOT 49
LOT 51
LOT 52
LOT 107
LOT 106
LOT 105
LOT 104
LOT 103
LOT 62
L
O
T
6
3
L
O
T
6
4
L
O
T
6
6
L
O
T
6
7
L
O
T
6
8
L
O
T
6
9
L
O
T
7
0
L
O
T
7
1
L
O
T
7
2
L
O
T
7
3
L
O
T
7
4
L
O
T
7
5
L
O
T
9
2
L
O
T
9
3
L
O
T
9
4
L
O
T
6
5
R
E
C
R
E
A
T
I
O
N
A
R
E
A
280' SD280'
SD280'
SD280' SD280'
SD
SIGH
T
DIST
A
N
C
E
ESM'
T
SIGHT
DISTANCE
ESM'T
FI
E
L
D
L
O
C
A
T
E
D
E
L
E
C
T
R
I
C
T
R
A
N
S
F
O
R
M
E
R
FI
E
L
D
L
O
C
A
T
E
D
E
L
E
C
T
R
I
C
T
R
A
N
S
F
O
R
M
E
R
FI
E
L
D
L
O
C
A
T
E
D
F
H
FI
E
L
D
L
O
C
A
T
E
D
T
E
L
E
P
H
O
N
E
P
E
D
E
S
T
A
L
FI
E
L
D
L
O
C
A
T
E
D
T
E
L
E
P
H
O
N
E
P
E
D
E
S
T
A
L
T
H
O
R
N
T
O
N
W
A
Y
LEH
IGH
DR
.LEHIGH DR.TY
E
C
T
.
1 Ca
1 Cs
4 Iv
3 Ad
5 Hs
2 Vc
3 Vm
2 Mf
2 An
1 Hh
2 An
n
6 Ls
3 At
2 Ef
3 Vm
STREET
LIGHT
STREET
LIGHT
A @ 10'
A @ 10'
Ar Acer rXErXm Red Maple
Ms MalXs sp. Flowering CraEapple
As Acer saccharXm SXgar Maple
4r 4XercXs rXEra Red OaN
Tt Tilia tomentosa Silver Linden
=s =elNova serrata -apanese =elNova
Plant Key
Bg BXxXs x Green MoXntain Green Mtn Boxwood
Im Ilex x meserveae 'MesdoE' China Boy Holly
Vc ViEXrnXm carlesii Spice BaEy Korean Spice ViEXrnXm
A] A]alea x RoseEXd RoseEXd A]alea
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-11
16.0'STREETL
IGHTSTREET
LIGHT
A @ 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE (DESIGN
BY STRUCTURAL
ENGINEER)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA82
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 84MATCH LINE SHEET 85 MATCH L
INE
SHEET
85MATCH LINE SHEET 80
MATCH LINE SHEET 83MATCH LINE SHEET 21TYPICAL
PHOTOMETRIC
PATTERN
1 30'
8080LOT 132LOT 133LOT 138LO
T
1
4
4
LO
T
1
4
5
LO
T
1
4
6
LO
T
1
4
7
L
O
T
1
4
8
LOT 149LOT 150LOT 140LOT 119LOT 39LOT 118
LO
T
1
1
7
L
O
T
1
1
6
L
O
T
4
0
L
O
T
1
1
5LOT 130LOT 131LOT 134LOT 135LOT 136LOT 137LOT 139LOT 142LOT 143CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
INGRESS/
EGRESS
ESMT 280' SD10' NO DISTURB ESMT.
PER PROFFER #B3
RIGHT OF :AY CONTINUED TO PROPERTY LINE FOR FUTURE
INTERPARCEL CONNECTION PER PROFFER #B1
CG-9B
TYP
CG-9B
TYP
CG-1
1
LOT 151INGRESS/
EGRESS
ESMT LEHIGH DR.MENASHA C
T
.
TURF
TURF
STREET
LIGHT
A # 10'
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
TYP
CG-9B
TYP
CG-11
16.0'STREET
L
IGH
T
STREET
LIGHT
A # 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE DESIGN
BY STRUCTURAL
ENGINEER 151 :indy Hill Lane:inchester Virginia 22602Telephone: 540 662-4185Fax: 540 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIAOFFICES IN: :INCHESTER VA MARTINSBURG :VSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA83
03-09-2021
INT
21-05
88
3924L
MATCH LINE SHEET 80
MATCH LINE SHEET 82MATCH LINE SHEET 20TYPICAL
PHOTOMETRIC
PATTERN
:ET POND LANDSCAPING:
TURF SHALL BE PROVIDED IN :ET POND S POND BUFFERS PER TABLE 14.2.
"LEVEL 1 AND 2 :ET POND DESIGN GUIDANCE" FOUND IN VA DCR
STORM:ATER DESIGN SPECIFICATION NO. 14 - :ET POND.
PROPOSED PONDS ARE LEVEL 1 DESIGN
1"=30'
NYLOPL
A
S
T
DUCTILE IRO
N
DO NOT POLLUTE
D
RAI
N
S
TO
W
A
TER
W
AYS
NYLOPLAS
T
DUCTILE I
R
ON
DO NOT PO
L
LUT
E
DR
A
I
N
S T
O
WAT
E
RWA
YS
NYLOPL
A
S
T
DUCTILE IR
ON
DO NOT POLLUTE
D
RAI
N
S
TO
W
ATE
R
WAY
S
NYLOPLAS
T
DUCTILE I
R
ON
DO NOT P
O
L
LUTE
DR
A
I
N
S T
O
WAT
E
RWA
Y
S
17052
8
LOT 50
L
O
T
9
9
LO
T
9
8
LO
T
9
7
LOT
9
6
LO
T
5
3
LOT 51LOT 52LOT 106LOT 105LOT 104LOT 103CG-12BCG-12BSTOP
SIGNSTREETSIGNSTREETLIGHT
28
0
'
S
D
28
0
'
S
D
28
0
'
S
D
SIGHT
DISTANCE
ESM'T50' NO DIST
U
RB ES
MT.PER PR
OFFE
R #B3
CG-9B TYP CG-9B TYP CG-1116.0'23
.
0
'16.0'53.3'20'R
20'REPE
P
E
P
E
P
EP
EP
EP
EP
LE
H
I
G
H
D
R
.
TURFSTREET
LIGHT
TURF
A # 10'
Ar / Acer rubrum / Red Maple
Ms / Malus sp. / Flowering Crabapple
As / Acer saccharum / Sugar Maple
Qr / Quercus rubra / Red Oak
Tt / Tilia tomentosa / Silver Linden
Zs / Zelkova serrata / Japanese Zelkova
Plant Key
Bg / Buxus x Green Mountain / Green Mtn Boxwood
Im / Ilex x meserveae 'Mesdob' / China Boy Holly
Vc / Viburnum carlesii / Spice Baby Korean Spice Viburnum
Az / Azalea x Rosebud / Rosebud Azalea
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRA
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
TYP
CG-9B
TYP
CG-11
16.0'STREETL
IGHTSTREET
LIGHT
A # 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE DESIGN
BY STRUCTURAL
ENGINEER 151 :indy Hill Lane:inchester Virginia 22602Telephone: 540 662-4185Fax: 540 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIAOFFICES IN: :INCHESTER VA MARTINSBURG :VSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
01 6-14-2021SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIA84
03-09-2021
INT
21-05
88
3924LMATCH LINE SHEET 85MATCH
L
INE
SHEET
8
2
TYPICAL PHOTOMETRIC PATTERN
:ET POND LANDSCAPING:
TURF SHALL BE PROVIDED IN :ET POND S POND BUFFERS PER TABLE 14.2.
"LEVEL 1 AND 2 :ET POND DESIGN GUIDANCE" FOUND IN VA DCR
STORM:ATER DESIGN SPECIFICATION NO. 14 - :ET POND.
PROPOSED PONDS ARE LEVEL 1 DESIGN
1"=30'
6' DIAM MHNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS122846
846180628LOT 96LOT 95LOT 21LOT 20LOT 53LOT 54LOT 22LOT 23STOP SIGNCG-12BSTREETSIGNCG-12BCG-12BCG-12BSTOPSIGNSTREETLIGHTSTREETSIGNSTOPSIGNCG-12B280' SD280' SD280' SD280' SD280' SD280' SDSIGHTDISTANCEESM'T50' NO DISTURB ESMT.PER PROFFER #B350' NO DISTURBESMT. PERPROFFER #B3CG-9B(TYP)CG-9B(TYP)CG-11CG-11CG-11CG-11CG-11LEHIGH DR.HOPKINS WAYHOPKINS WAYGLE
N
R
I
D
G
E
D
R
I
V
ESTREETLIGHTA @ 10'Ar / Acer rubrum / Red MapleMs / Malus sp. / Flowering CrabappleAs / Acer saccharum / Sugar MapleQr / Quercus rubra / Red OaNTt / Tilia tomentosa / Silver LindenZs / ZelNova serrata / Japanese ZelNovaPlant KeyBg / Buxus x Green Mountain / Green Mtn BoxwoodIm / Ilex x meserveae 'Mesdob' / China Boy HollyVc / Viburnum carlesii / Spice Baby Korean Spice ViburnumA] / A]alea x Rosebud / Rosebud A]alea1 Ca1 Cs4 Iv3 Ad5 Hs2 Vc3 Vm2 Mf2 An1 Hh2 Ann6 Ls3 At2 Ef3 Vm18'TYPICAL 18' LIGHT POLE DETAILNOT TO SCALECONCRETELIGHT POLEBASE (DESIGNBY STRUCTURALENGINEER)170528LOT 99LOT 98LOT 52CG-12BCG-12BSTOPSIGNSTREETSIGNSTREETLIGHTSIGHTDISTANCEESM'TCG-9B(TYP)CG-9B(TYP)CG-1116.0'STREETLIGHTSTREETLIGHTA @ 10'151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: #01-22LANDSCAPE AND LIGHTING PLANRev. No.Date096-14-2022SENSENY VILLAGE SUBDIVISION - PHASE 1
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIAAS SHOWN8503-09-2021INT21-05883924LA]A]alea x RosebudRosebud A]alea3 gal.28Red Maple Acer rubrumABB BOTANIC NAME COMMON NAME QUANTITY SIZEArPROPOSED TREE PLANTINGS85PROPOSED SHRUB PLANTINGS2.5" cal, B&B26Japanese ZelNovaZelNova serrata Zs2.5" cal, B&B77Sugar MapleAcer saccharumAs2.5" cal, B&B23Silver LindenTilia tomentosaTt78Red OaNQuercus rubraQr2.5" cal, B&B2.5" cal, B&B2.5" cal, B&B26Flowering CrabappleMalus sp.Ms3" EARTHSAUCEREXISTING SUB-BASEBACKFILL WITH SOIL MIXOF 3/4 EXISTING SOIL& 1/4 ORGANIC MATTERREMOVE BURLAP FROMTOP 1/2 OF ROOT BALLSET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADEREMOVE PROBLEM,DISEASED OR WEAKBRANCHES ONLY. LEAVEPLANT'S NATURALFORM INTACTSHRUB PLANTING DETAILNOT TO SCALE3" MULCH6" MIN12"MINSTREET TREE LANDSCAPING 165-203.01 (A)(1) - s.f. residential:Street tree landscaping shall require one street tree for every 40 feet ofstreet frontage in a residential development. Two or more street trees shall beplanted on each building lot. **The Zoning Administrator may allow fewerthan two street trees for an individual building lot if topographical features,utilities, easements, or the width of the lot makes it impractical to do so.11,793 LF OF FRONTAGE PROPOSED / 40 = (294.8) 295 TREES REQUIRED296 TREES PROVIDEDSTREET TREES REQUIRED (165-203.01 (A)(2) - town house:ORNAMENTAL SHRUBS: 6 PER 5 UNITS41 UNITS / 5 = 8 X 6 = 48 SHRUBS REQUIRED, 53 SHRUBS PROVIDEDORNAMENTAL TREES: 2 PER 5 UNITS41 UNITS / 5 = 8 X 2 =16 TREES REQUIRED, 16 TREES PROVIDEDINTERIOR PARKING LOT LANDSCAPING (165-202.01(D)(13)(a)&(b)):1 TREE PER 10 SPACES34 SPACES PROPOSED/10 (1 TREE PER 10 SPACES)=3 TREES REQUIRED, 3 TREES PROVIDED1 TREE PER 2,000 SF IMPERVIOUS PARKING AREA843 SF IMPERVIOUS PARKING AREA (843 / 2,000 = .42) 0 TREES REQUIREDPARKING SCREENING111 - EVERGREEN SHRUBSGENERAL CONDITIONSSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETEALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THEPLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN TO ENSURE THERE ARE NODISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE PLANT LIST, THE DRAWINGTAKES PRECEDENCE.STANDARDSALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERYSTOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUSTBE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANTINSPECTORS. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE(PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE.ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNINGDEPARTMENT.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THEPLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFERSUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPECONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECTRESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PLANT. THE CONTRACTOR SHALLSUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACTMATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THEOWNER'S REPRESENTATIVE.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR INADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. IF THERE IS A CONFLICT WITH UTILITIES AND THEPLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THEPLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IFPLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS AREINAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPEARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACTSHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANTSELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE.TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTSWARRANTYTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS,COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORYGROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BECONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHENTHE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADEDURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY ASORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED.STANDARDSA.PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TO REPRESENTATIVE SPECIES.B.BALLED AND BURLAPPED (B&B)1.BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK2.BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.3.CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES,CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.C.CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE.2. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER.3. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.4. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.D.PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. SEE PRUNING DETAIL FOR TREES IN THIS SECTION.E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.MATCH LINE SHEET 81MATCH LINE SHEET 82MATCH LINE SHEET 846LsLobelia siphilitica Blue Cardinal FlowerVcVaccinium corymbosumHighbush Blueberry3 gal2New England AsterAster novae angliaeABB BOTANIC NAME COMMON NAME QUANTITY SIZEAnPROPOSED FOCAL POINT PLANTING23" pot6American Cranberry BushVaccinium macrocarponVm3 gal3ButterflyweedAsclepias tuberosaAt1 gal.1Snee]eweedHelenium hoopesiiHh5Goat's BeardAruncus dioicusAd2" cal, B&B3 gal1SummersweetClethra alnifoliaCa2EfEupatorium fistulosumJoe Pye Weedbulb2AnnAnemone nemorosaWood AnemoneMfMonarda fistulosaBergamont1 qt.25Stella de Oro DaylilyHemerocallis 'Stella de Oro'Hs1 gal.3 gal1Red Osier DogwoodCornus sericeaCs4Blue Flag IrisIris versicolorIv3" pot3" pot3" pot3" potLANDSCAPING NOTE:PLANT SYMBOLS DO NOT REPRESENTACTUAL PLANT SIZES SEE PLANT KEYFOR SIZINGPHOTOMETRIC NOTE:ALL LIGHTING WILL CONFORM TOZONING ORDINANCE SECTION 165-201.07AND BE FULL DOWNCAST, SHIELDED,AND FULL CUTOFF.36" Ht67ImIlex x meserveae 'Mesdob'China Boy Holly36" ht.4425VcViburnum carlesiiSpice Baby Korean Spice ViburnumB gBuxus x 'Green Mountain'Green Mountain Boxwood#3 cont.WET POND LANDSCAPING:TURF SHALL BE PROVIDED IN WET POND(S) & POND BUFFERS, PER TABLE 14.3.LEVEL 1 AND 2 WET POND DESIGN GUIDANCE, FOUND IN VA DCR STORMWATERDESIGN SPECIFICATION NO. 14 - WET POND. (PROPOSED PONDS ARE LEVEL 1DESIGN)TYPICAL PHOTOMETRICPATTERN
6' DIA
M
M
H
1816122 846180628
LOT 26
L
O
T
3
6
LO
T
3
8
LOT 43
LOT 46
LOT 1
0
9
LOT
1
0
8
LOT
4
7
LOT
4
8
LOT 95LOT
1
0
LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61
LOT 152
LOT 55
LOT 54
LOT 22
LOT 23
LOT 24
LOT 25
LOT 27
LOT 28
LOT 29
LOT 3
0
LOT
3
1
LOT
3
2
L
O
T
3
7
LO
T
1
2
0
LOT
1
1
9
LOT 3
9
LOT
1
1
8
LOT 40
LOT 41
LOT 42 LOT 44
LOT 45
LOT 110 LOT 49LOT 107LOT 62
LOT 63LOT 64
LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74
LOT 75
LOT 76LOT 77LOT 78LOT 79
LOT 80
LOT 81 LOT 82 LOT 83 LOT 84 LOT 85 LOT 86 LOT 88 LOT 89 LOT 90 LOT 91 LOT 92 LOT 93 LOT 94
LOT 65
RECREATION AREA
RECREATION AREA STOP SI
GNCG-12BSTREET
SIGN
CG-12B
CG-12B
CG-12BSTOP
SIGN STREETLIGHT
28
0
'
S
D
280' SD
28
0
'
S
D
280'
S
D
280'
S
D
SIGHT
DISTA
N
C
E
ESM'T
CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG-11CG-11CG-11
CG-11
INGRESS/EGRESS
ESMT
INGRESS/EGRESS
ESMT INGRESS/EGRESS
ESMT
LOT 877' INGRESS/EGRESS
ESMT
5' SID
E
W
A
L
K
7' INGRESS/EGRESS
ESMT
5' S/WFIELD LOCATED
ELECTRIC
TRANSFORMER
FIELD LOCATED
ELECTRIC
TRANSFORMER
FIELD LOCATED FH
FIELD LOCATED
TELEPHONE PEDESTAL
FIELD LOCATED
TELEPHONE
PEDESTAL
THORNTON WAY
LEHIG
H
D
R
.
TYE CT
.
TYE CT.1 Ca1 Cs4 Iv3 Ad5 Hs2 Vc3 Vm2 Mf2 An1 Hh2 Ann6 Ls3 At2 Ef3 VmSTREET
LIGHT
A @ 10'
Ar / Acer rXErXm / Red Maple
Ms / MalXs sp. / Flowering CraEapple
As / Acer saccharXm / SXgar Maple
4r / 4XercXs rXEra / Red OaN
Tt / Tilia tomentosa / Silver Linden
=s / =elNova serrata / -apanese =elNova
Plant Key
Bg / BXxXs x Green MoXntain / Green Mtn Boxwood
Im / Ilex x meserveae 'MesdoE' / China Boy Holly
Vc / ViEXrnXm carlesii / Spice BaEy Korean Spice ViEXrnXm
A] / A]alea x RoseEXd / RoseEXd A]alea
170
528LOT 99LOT 98LOT 52
CG-12B
CG-12B
STOP
SIGN
STREET
SIGN
STREET
LIGHT
SIGHT
DISTANCE
ESM'T
CG-9B
(TYP)
CG-9B
(TYP)
CG-11
16.0'STREE
T
L
IGH
T
STREET
LIGHT
A @ 10'
18'
TYPICAL 18' LIGHT POLE DETAIL
NOT TO SCALE
CONCRETE
LIGHT POLE
BASE (DESIGN
BY STRUCTURAL
ENGINEER)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSDP NUMBER: 01-22LANDSCAPE AND LIGHTING PLANRev. No.Date
15 07-05-2023SENSENY VILLAGE SUBDIVISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA86
03-09-2021
INT
21-05
88
3924LMA
TCH
L
IN
E
SHEE
T
8
3
MAT
C
H LI
N
E
S
H
E
ET 80MA
TCH
L
IN
E
SHEE
T
8
0
MAT
C
H LI
N
E
S
H
E
ET 81MATCH LINE SHEET 82
MAT
C
H
L
I
N
E
S
H
E
E
T
85MATCH LINE SHEET 85SEE SHEET 85 FOR
PLANTING DETAIL
TYPICAL
PHOTOMETRIC
PATTERN
1 30'
N/A
PROFFERSRHY. NR.DDWH
01 -1-2021SENSENY 9ILLAGE SUBDI9ISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY 9IRGINIA0-0 -2021
INT
21-0
2L11 :LQG\ HLOO LDQH:LQFKHVWHU 9LUJLQLD 2202THOHSKRQH: 0 2-1FD[: 0 22- 2ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SER9ING 9IRGINIA :EST 9IRGINIAOFFICES IN: :INCHESTER 9A MARTINSBURG :9SDP NUMBER: #01-22
N/A
PROFFERED OFFSITE ROAD IMPRO9EMENTSRHY. NR.DDWH
01 -1-2021SENSENY 9ILLAGE SUBDI9ISION - PHASE 1RED BUD MAGISTERIAL DISTRICTFREDERIC. COUNTY 9IRGINIA0-0 -2021
INT
21-0
2L11 :LQG\ HLOO LDQH:LQFKHVWHU 9LUJLQLD 2202THOHSKRQH: 0 2-1FD[: 0 22- 2ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SER9ING 9IRGINIA :EST 9IRGINIAOFFICES IN: :INCHESTER 9A MARTINSBURG :9SDP NUMBER: #01-22
FOR INFORMATIONAL PURPOSES ONLY
PER PROFFER
C2
PER PROFFER
C2
PER PROFFER
C
PER PROFFER
C