HomeMy WebLinkAboutSUB202000226 Plan - Approved 2022-03-22V THURSTON
GENERAL NOTES
OWNER.
STANLEY MARTIN COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VIRGINIA 20190
DEVELOPER:
STANLEY MARTIN HOMES
404 PEOPLE PLACE, SU17E 303
CHARLOTTESVILLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESWLLE, VA 22902
(434)293-3719
TAX MAP NO.:
056A1-01-00-02600 - STANLEY MARTIN COMPANIES LLC
055CO-03-00-000AO - STANLEY MAR77N COMPANIES LLC
TOTAL AREA:
30.798 ACRES (PHASE ll & PHASE III - NET ACREAGE)
NOTE. PHASE l (RECORDED IN JANUARY 2020) IS 10.377 ACRES
ZONING.
R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH
FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS.
PROPOSED USE.
64 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND
TOWNHOUSE UNITS)
38 SINGLE FAMILY DETACHED RESIDEN77AL UNI7S
DENSITY,
ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT:
6 DU/AC
PHASE l RECORDED ACREAGE = 10.377 ACRES & 50 UNITS
PHASE ll = 102 UNITS
PHASE III = 95 UNITS
PHASE /I & 111 NET ACREAGE = 30.798 ACRES & 197 UNITS
TOTAL NET ALLOWABLE DENSITY (ALL 7HREE PHASES):
41.175 ACRES x 6 UNITS / ACRE = 247 UNITS ALLOWED
NET DENSITY PROPOSED: 247 UNITS (ALL THREE PHASES)
OPEN SPACE:
TOTAL PHASE ll OPEN SPACE REQUIRED (257) = 5.26 AC
TOTAL PHASE Il OPEN SPACE PROPOSED = 2.98 AC (14.2%)
TOTAL PHASE ll GREEN WAY AREA = 7.07 AC (33.6%)
TOTAL PHASE Il GREENSPACE PROPOSED = 10.05 AC (478%)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS
ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED
FOR THE COMMON USE OF LOT OWNERS IN 7HE SUBDIVISION AND NO
OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE.
PRESERVED/MANAGED SLOPES: 774E PRESERVED SLOPES AND MANAGED SLOPES ARE
SHOWN ON SHEETS 2 & 3 AND SHEETS 9 7HROUGH 10. THERE ARE
NO IMPACTS TO PRESERVED SLOPES WITH THIS PLAN.
BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS:
FRONT. 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK)
SIDE: NONE - MIN. 10' BUILDING SEPARAT70N (ANY BUILDING 7HAT
EXCEEDS 35'IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER
BUILDING BY 10' PLUS 1' FOR EACH FOOT THE BUILDING EXCEEDS 35'
IN HEIGHT)
REAR: 20' MINIMUM
GARAGE: 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF
774E SIDEWALK
SUBDIVISION STREETS:
CURB & GUTTER
WA7ERSHED:
LICKINGHOL£ CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT: NONE
TOPO & SURVEY..
THE BOUNDARY LINE, PARCEL INFORMATION AND TOPOGRAPHY WERE
PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF
2019. INFORMATON WAS FIELD VERIFIED BY COLLINS ENGINEERING IN
JANUARY OF 2020.
DATUM:
NAD 83
EXIS77NG VEGETA770N: PAR77ALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND
EXISTING GRAVEL DRIVEWAYS. PHASE I IS CURRENTLY UNDER
CONSTRUCTION.
LIGH77NG.
NO STREET LIGH77NG IS PROPOSED WI7H 7HE DEVELOPMENT. ALL
PORCH LIGHTS MUST MEET THE REQUIREMENTS OF SECTION 4.17 AND
BE BELOW 3000 LUMENS.
PARKING:
96 SFA UNITS = 192 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
TOTAL PARKING PROVIDED: 192 OFF-STREET PARKING SPACES
GUEST SPACES: 1 SPACE PER 4 UNITS = 24 SPACES REQUIRED
GUEST PARKING SPACES PROVIDED:
1. ON -STREET PARKING ALONG MCCOMB = 26 SPACES
2. ON-S7REET PARKING ALONG LEXI LANE = 11 SPACES
TOTAL GUEST PARKING PROVIDED = 37 SPACES
TOTAL PARKING REQUIRED: 192 SPACES + 24 SPACES =
216 SPACES
TOTAL PARKING PROVIDED: 192 SPACES + 37 SPACES =
229 SPACES
NOTE. THE ADD177ONAL PARKING PROVIDED WITH THE PHASE I
DEVELOPMENT DOES NOT EXCEED 20X OF THE REQUIRED PARKING.
ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE
SITE PLAN SHEET FOR SIGNAGE ALONG LEXI LANE AND MCCOMB
STREET.
PHASING.,
THIS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES.
CURRENTLY, THIS PROPOSED PLAN INCLUDES PHASE II. PHASE l IS
CURRENTLY UNDER CONSTRUCTION AND PHASE 3 WILL BE THE
RESIDUE PARCELS.
BUILDING SITES.
PARCELS 1-126 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH
THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY
ZONING ORDINANCE.
BURIAL SITES
A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP
6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED
WITH THE DEVELOPMENT. SEE EXISTING COND177ONS AND SITE PLAN
SHEETS FOR LOCA77ON OF CEMETERY.
STREAM BUFFERS:
7HE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE
FLOODPLAIN.
A POR77ON OF THE RESIDUE PROPERTY IS LOCATED WITHIN A
FLOODPLAIN ZONE AS SHOWN ON FEMA MAP//51003CO229D, DATED
FEBRUARY 4, 2005.
RETAINING WALLS.,
RETAINING WALLS ARE PROPOSED WITH 7HE DEVELOPMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE
NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY
LANDSCAPING REQUIREMENTS SET FORTH IN SEC77ON 32.7.9 OF THE
COUNTY CODE.
]RASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREA77ON AREA:
RECREA77ONAL AMENITIES HAVE BEEN PROVIDED WITH 7HE PHASE I
DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREA77ONAL FIELD, AND
TOT LOT. PHASE H WILL ADD TO THESE AMEN177ES WITH A PASSIVE
RECREA77ONAL AMENITY. A TRAILWAY SHALL BE CONSTRUCTED
ALONG 7H£ STREAM PROVIDING A PEDESTRIAN CORRIDOR 7HROUGH
THE FLOODPLAIN AREA AND NATURE ]RAIL.
PLEASANT GREEN -PHASE 2
FINAL ROAD PLAN
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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NOTES.•
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
4) S7REET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40' O.C. IN ACCORDANCE
WI7H VDOT AND ALBEMARLE COUNTY STANDARDS
5) THIS PROPOSED IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
6) SIDEWALKS AND STREET TREES SHOULD BE BONDED WITH THE ROAD PLANS.
TRIP GENERATION CALCULATIONS
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NOTES.•
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
4) S7REET TREES SHALL BE PROVIDED ALONG ALL PUBLIC STREETS 40' O.C. IN ACCORDANCE
WI7H VDOT AND ALBEMARLE COUNTY STANDARDS
5) THIS PROPOSED IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
6) SIDEWALKS AND STREET TREES SHOULD BE BONDED WITH THE ROAD PLANS.
TRIP GENERATION CALCULATIONS
AM RATE
AM PEAK RATE
PMPEAKRATE
CODE210: SINGLE FAMILY DETACHED UNITS
9.44
0,74
099
3M..4VPD
25.9 VPH
34,65 VPH
PROPOSED -35 DWELLING UNITS
(165.2 ENTER/165.2 EXIT)
(6.48ENTER/19.42EXIT)
(21M ENTER/12.82 EXIT)
CODE220: SINGLE FAMILY ATTACHED UN ITS
7.32
D.
0.56
73932 VPD
t6.,t6VPH
56.56VPH
PROPOSED-301 DWELLING UNITS
(369.66 ENTER/369.66 EXIT)
(10.0 ENTER/M.] EXIT)
(35.63 ENTER130.93 EXIT)
1069.72 VPD
R.36VPH
91.21VPH
TOTAL: 1% PROPOSED DWEWNG UN ITS
ENT34 (94.86 ER/5.RE EXIT)
1 (17,17 ENTER/"5 9EXIT)
(57.46 ENTER/33.75 EXIT)
'TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (2MH EDITION)
SHEET LAYOUT
SCALE: 1" =100'
NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE
CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS
ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING
UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO
PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL
CONNECT WITH FUTURE DEVELOPMENTS AND IS
DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE
CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE
FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC
ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY
ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY
(PHASE II), A SECOND ACCESS CONNECTION SHALL BE
CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO
POINTS OF CONNECTION TO THE DEVELOPMENT.
VICINITY MAP
SCALE: 111=2000'
PHASE I
ter,
8'
o
C
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GRAYROCK
N,O;R T H
GRAYROCK-'-
WAYLAND
JARMAN GRANT
GAP ESTATES i
BARGAMIN PARK
REA
Tsy tB
c ITE
LAUREL HILLS
1314
WAYLAND PARK
Crozet
2aa
PARKSIDE
wl
VILLAGE
Sheet List Table
Sheet
Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
EXISTING CONDITIONS & DEMOLITION PLAN
4
OVERALL DEVELOPMENT PLAN
5
LAYOUT & UTILITY PLAN
6
LAYOUT & UTILITY PLAN
7
LAYOUT & UTILITY PLAN
8
GRADING & DRAINAGE PLAN
9
GRADING & DRAINAGE PLAN
10
GRADING & DRAINAGE PLAN
11
NOTES & DETAILS
12
NOTES & DETAILS
13
ROAD & WATERLINE PROFILES
14
ROAD & WATERLINE PROFILES
15
SANITARY SEWER PROFILES
16
SANITARY SEWER PROFILES
17
STORM SEWER PROFILES
18
STORM SEWER PROFILES
19
DRAINAGE MAP
20
DRAINAGE CALCULATIONS
21
DRAINAGE CALCULATIONS
22
SIGHT DISTANCE PROFILES
23
SIGHT DISTANCE PROFILES
24
LANDSCAPING PLAN
25
LANDSCAPING PLAN
25
TOTAL SHEETS
LEGEND
EDGE OF PAVEMENT
CURB
PROPOSED ASPHALT PAVEMENT
EXISTING VEGETATIVE/LANDSCAPE BUFFER
GREEN WAY BUFFER
PROPOSED EASEMENT
Q
DROP INLET & STRUCTURE NO.
DRAINAGE PIPE
BENCH MARK
a
VDOT STANDARD STOP SIGN
PROPOSED HANDICAP PARKING SPACE
«
PROPOSED ASPHALT STRIPING
zoo
EXISTING CONTOUR
zoo
PROPOSED CONTOUR
506. 71 TC
506. 21 EP
PROPOSED SPOT ELEVA T70N
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
506.71 TW
506.21Bw
PROPOSED SPOT ELEVA77ON
TW DENOTES TOP OF WALL
BW DENOTES BOTTOM OF WALL
PRESERVED STEEP SLOPES
MANAGED STEEP SLOPES
PEDESTRIAN AND VEHICLE ACCESS
APPROVED
by the Albemarle County A
PROPOSED CONCRETE
Community Development Department
Date 03/22/22
PROPOSED & EXISTING GUARDRAIL
File SUB202000226
PROPOSED FENCE
Oo OO OO OO
100 YR. FLOODPLAIN
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
SCOTT /R. 08LLINS'Z
No. 35791
A 12/27/21��
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SCALE
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SHEET NO.
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No. 35791
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2,737
1,551
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4,334
2,500
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2,348
1,385
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3,477
2,248
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1,687
1,135
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4,208
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1,789
1,289
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1,934
1,432
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1,769
1,217
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4,129
2,345
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1,423
1,023
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1,496
1,095
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1,820
1,270
88
4,235
2,405
122
1,773
1,273
156
1,453
1,053
55
1,828
1,278
89
4,639
2,759
123
1,771
1,271
157
1,421
1,020
56
1,794
1,244
90
5,028
3,094
124
1,414
1,014
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1,398
997
57
2,918
1,822
91
4,941
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2,275
1,311
159
1,384
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2,777
1,634
92
4,896
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126
2,288
1,322
160
1,726
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93
4,770
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1,759
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161
1,384
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60
1,906
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94
4,626
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128
1,756
1,256
162
2,259
1,298
61
1,926
1,376
95
1 4,531
2,634
129
1,403
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163
2,631
1,566
62
1,937
1,387
96
4,349
2,512
130
2,207
1,282
164
1,764
1,263
63
1,933
1,382
97
4,446
2,564
131
2,861
1,727
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1,402
1,002
64
2,877
1,775
98
4,437
2,570
132
1,721
1,221
166
1,762
1,262
65
3,994
2,244
99
4,241
2,423
133
1,393
992
167
1,425
1,025
66
4,090
2,342
100
5,081
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1,780
1,276
168
1,802
1,302
67
4,906
2,558
101
4,293
2,446
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2,384
1,411
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2,371
1,384
68
4,373
2,548
102
4,738
2,743
136
2,352
1,377
170
2,659
1,534
69
4,386
2,541
103
2,335
1,377
137
1,733
1,231
171
1,743
1,242
70
4,371
2,530
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1,468
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1,358
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1,407
1,007
71
4,484
2,638
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1,842
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2,156
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1,782
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4,671
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1,839
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3,012
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1,794
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1,482
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2,465
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4,374
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1,820
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1,834
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177
2,258
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76
4,720
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2,425
1,424
144
1,462
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1,750
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4,828
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2,361
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1,836
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1,788
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SHEET NO.
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PROPOSED BOLLARDS. \ \ n
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LOT cu l /ty m PROPOSED VDOT PROPOSED zo' ACSA / / �� PUBLIC -ROAD R/W) _ 0 4�
V)/ / y STD. CG-6 (TYP.) ti IMITS OF PUBLIC R/W 12/27/21 ,
_/ / UTILITYEASEMENT(TYP.) ti 1 D.B.5264,PG. 267 0
�79 ROPOSED VDOT STD. CG-6 (TYP.)
4 PARKING PERMITTED IN THIS PROPOSED 8" CL 52 DI WATERLINE \ sx �� (TYP.)
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O PORTION OF LEXI LANE y sO PROPOSED SANITARY SEWER
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ry PRC: to+g1.63 SIGN (TYP.) ry o PROJECT BOUNDARY (TYP. PRIVATE ALLEY BLOW -OFF ASSEMBLY
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1%] 311 UTILITY EASEMENT (TYP.) / z 'R DI WATERLINE SEE DETAIL ON SHEET 3.2.
PARKING' SIGN (TYP) PROPOSED'NO 5 \ PROPOSED SPEED
n PROPOSED STREET PROPOSED ENTRANCE TO
SIGN (TYP.) FUTURE PRIVATE TRAVELWAY PARKING' SIGN (TYP.) \ LIMIT SIGN (TYP.) PRIVATE ALLEY ROAD CONSTRUCTION
SETBACK—g� I % 1 \ 4x \
PROPOSED'NO ti \ o° /\ PROPOSED UNDER PLEASANT GREEN PHASE I u
3 ROPOSED CG-12 (TYP) PROPOSED 8" PLU PARKING' SIGN (TYP.) PROPOSED CG-gD PROPOSED SPEED / £ \ MH-ig ROAD & UTILITY PLAN S(SUB-2019-00071)
� — LIMIT SIGN (TYP.) °� o�� / u
DSED STOP SIGN,. PROPOSED FIRE HYDRANT ENTRANCE (TYP.) zo' UTILITY EASEMENT 2
_„ � ` • " — _ SS MBLY / x6 TEE PROPOSED 8' TEE MH-z7 A PROPOSED STOP \�3x90 5 __ T
B. 5z64, PG. 297 C
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PROPOSED VDOT T. o / / 1 L
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SIGN TYP. •LL /'" '" • iO, � ti
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43' PRO O /C� S7 (0.04 AC) 3 ROPOSED_ 6_"xREDUCER — W
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LIMIT SIGN (TYP.) — PROPOSED SPEED ti / Q OT \ / % ' / / j LOT W
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(TYP.) / ro. \ /, ~_REPLACE EXISTING 6" ga BEND WITH 6"x6"TEE °
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So CG-lz (TYP) j / �ROPOSED zo' ACSA UTILITY EASEMENT (TYP.)' �+ °
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PROPOSED 8"x8" TEE I I PROPOSED zo' ACSA �J / I� 5 O OS S io xi6 (TYP.)
UTILITY EASEMENT (TYP.) / Yp ) LIMIT SIGN (TYP.) / O T B / FIRE HYDRANT PROPOSED UNDER
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LOT I '.' �� / J z ?Ox M 3 0 ,< / / / 1 LOT
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to C �� LOT / / // LIMIT SIGN (TYP.) / / \ \ \ 21 / �
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PROPOSED 8" C z DI WATERLINE rO\\ SANITARY SEWER MH 1 \ i \ \ Cf7
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TIE-IN TO EXISTING ALSTON STREET t8 \ A \ 3 \
\ Q MH-z4 • / \ / / ��/ u �/ X°o \8" DI WATERLINE PROPOSED UNDER 24 \ \ N J
— — -- — — O O 0 0 O loo-YEAR FLOODPLAIN (TYP.) O O�3 \\ ��// LOT PROPOSED DETAIL ONSHEET 1. OVERLAY. q LEASANT GREEN PHASE I 9-00071) \\ / t ROAD &UTILITY PLAN S(SUB-zol
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\ (0 PROPOSED SWM FACILITY & \ \ '. \.4 ' - `� i
1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER(0 MAINTENANCE EASEMENT ". • 4 ", \` '. • `- " -' • ` • ` " `
CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES v \ EX-MH-S \ TIE-IN TO EXISTING
BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL \\® \\ \\ .�``,j `, `" `OPEN SPACE. SANITARY SEWERMH / Lu W CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE \QO A _ — — T /
OR PAVEMENT BEING PLACED. \ ✓" _ / J
PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ '. " (0.34 AC) - � � � / � z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) \ ` _ i / / Q CL
THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS.
3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND
DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P DRAINAGE OR UTILITIES TO COLLINS ENGINEERING U / CD
FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY OO / S " \ \ `T` ' / o O
SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. / ` N
OO / MH zl ` " PROPOSED zo' ACSA
4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. O J�- '18"STEELCASING PIPE REQUIRED UTILITY EASEMENT (TYP.)
5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL 0 / AT ROAD CROSSING o <
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. O00 I/ // .f\ \ \ SANITARY SEWER PROPOSED UNDER
PLEASANT GREEN PHASE I
O00 D `� \ ROAD & UTILITY PLANS (SUB-2019-00071)
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JOB NO.
182154
SCALE
111 = 30'
SHEET NO.
5
EXISTING 12" RWSA WATERLINE
PARKING PERMITTED IN THIS
— — PORTION OF MCCOMB STREET
19 "MCCOMB STREET" SHALL _ _
w N �' . `, , • ' .w •"• `, w- , w 1.6' w w - CHANGE TO "CLING LANE" AT THE PLANTING STRIP TIE -INTO EXISTING MCCOMB STREET
-zo w w w PROPOSED 8" CL 52 DI WATERLINE — -
- I _ INTERSECTION WITH LE
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PROPOSED 8"x8" TEES w TIE-IN TO EXISTING 8" DI WATERLINE
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PROPOSED zo' ACSA w
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PRS LOT 145 NA X_ R Z z5+5° w LL zy+5o - SOo'R z3+oo 5 5264, (56,R/k
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LOT 1/+3 r PROPOSED'NO ( - -_ a Q °
LOT 142 PARKING' . - - - I S 1 zti�
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(MAX. HT. = y') I LOT 141 Nm MH-yo z, ., 1 ^ _ _ - - - - -a PROPOSED'NO s
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140 PROPOSED CG-gD ENTRANCE,. . 3 ?° M 3 PROPOSED PARKING' SIGN (TYP.) I ° PROPOSED 8"x8"TEE z _ M R zI'pO ° . _ zz • '' ^ CG-12 (TYP) ( - I PROPOSED SPEED
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& (2) - 8" G.V. G LANE M 4O = �. PROPOSED'NO PARKING' SIGN (TYP.) LIMIT SIGN (TYP.)
I ll W NCE z8 z 1
pPD: RI \ tStA „ : o� \ � PROPOSED STOP PROPOSED MILL &OVERLAY.
BLtC 56 27+5° SIGHT * SIGN (TYP.) PROPOSED 8" PLUG
PROPOSED FIRE HYDRANT � � MH-39 % � , m pSED PU — � V, � SEE DETAIL ON SHEET u.
ASSEMILYw/ I'x6"TEEI - M PR +00 PT;z7+5743; 6' PROPOSED'NO PARKING' SIGN (TYP.) PROPOSED'NO
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+ o SIGN (TYP.) (TYP.)
i�4 • 1� , M / 18 5 10 A n ASSEMBLY w/ 8"x6" TEE
o R PROPOSED WATER
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PROPOSED 6" CL 5z DI WATERLINE I g / ° - i6 LATERAL (TYP.) 5 PROPOSED ENTRANCE TO
/ M PED'NO 17 y�- PROPOSED CG-gD ENTRANCEETYP.E P EIP FUTURE PRIVATE TRAVELWAY
PROPOSED (z) - 6" 45° BENDS 4 z9+° r ,z6 Z^ M £ � 31
I _
PARKING'SIGN (TYP.) v 4 !�I �( ) LOT g
0 3 PROPOSED STOP PROPOSED 8" CL z r ffiI LOT 153
CONNECT TO EXISTING 6" DI WATERLINE / i
M N y e
_ - w/PROPOSED 6"x6"TEE & 6" G.V. ( ) y3' o
TIE -INTO EXISTING CLING LANE M 309 R z9+5 A 5 - - LOT LOT 154 °' a PT:1z+97:93
PROPOSED MILL &OVERLAY.C: 29+39.40 \ SIGN (TYP.) DI WATERLINE IN - 155
SEE DETAIL ON SHEETzi. PROPOSED o%y } LOT IQ LOT 156 PROPOSED'NO
CLING LANE 3p+p0 CG-12 (TYP) ?sue N— N +14 9 3.63 nl m LOT �57 PARKING' SIGN (TYP.) l m° a ROPOSED 5' CONCRETE SIDEWALK
3°+50 r flr p(.lz 3 ' �•4"."u) LOT LOT
31+00 158 Ic Flc
SIGHTDISTANCE=28o' NI I'I II LOT LOT 16o 3.59 S TaA
. • e " � � • �9 LOT 1 N ". 162 20 REAR MH-3z r PROPOSED 6 PLANTING STRIP
• 161
I
EXISTING 6" DI WATERLINE - -� PROPOSED STREET o I164 Z ,� 33 3 +
— - - - o - SIGN (TYP.) PARKING PERMITTED IN THIS
LOT
it I LOT PROPOSED SPEED m I _ _ 6' N
LIMIT SIGN (TYP.) 16 % 54 PORTION OF LEXI LANE
NOTE: 6" G.V. SHALL BE CUT INTO THE EXISTING 6" WATERLINE 139 84 , $ 5 \ • 10 16' 16 `` ` " " ` "- MH 31A . 3R/ -R/W
NOTE A SCHEDULED SHUTDOWN WILL NEED TO BE _� • �`=• `,
COORDINATED WITH THE ACSA TO CUT AND CAP THE LOT 3 V LOT z6' 4 26 s �.LL� 8g' o
—PORTION OF THE 6" WATER MAIN TO BE ABANDONED 138 Q 89 166 I• ` `� • r
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3 y' - zo' ACSA "LL • LOT
PROPOSED PATIO 86' PC: n+8z.18 w MH
1o'x16' (TYP.) o I LOT '`" 33 PROPOSED `•UTILITY EASEMENT (TYP.)-LL . . •/. 18
LOT MH-38 �F i o
Z 167 PROPOSED SANITARY SEWER `/ 89' °
SCOTT/R. CZ)LLINSZ
No. 35791 ,a
12/27/21��
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PROPOSED LOT LINE 18 - PROPOSED SANITARY S
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a:- I 3 + I In i I LOT 1 I n 3 PROPOSEDCG 9D Oi
U � lo'x16' (TYP.) _ - N
+ 9
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LOT (0.37 AC) PROPOSED SANITARY SEWER 82 ENTRANCE (TYP.)
SIDE SETBACK _ _ °+ `• ' " LL SERVICE LATERAL (TYP.) MH-31 Q' w I I� 11 5 88 - - N 16 N gz ROPOSED 8" CL 52 DI WATERLINE
L I EXISTING 8" SANITARY 9
PROPOSED 8" CL 52 DI WATERLINE LOT
SEWER TO REMAIN I ROPOSED CG-gD ENTRANCE (TYP.), • `, • `." `. ` - ` I`
o l a - 1 " LL " PROPOSED LOT LINE (YP I °
EXISTING 20' SANITARY LOT n - �5 `, 1 181 0 h 5,
SEWER EASEMENT I I 3 - PROPOSEDSANITARYSEWER" / * PROPOSED WATER N
�35 SERVICE LATERAL (TYP.) ' `1 ` " ` " " " "` LL' " " LL " " 9z' .� SERVICE LATERAL (TYP.) PHASE III
(D.B. 13g6, PG. 69) o' I - . 4 ` • \. `.. . ' . `" -.'PRO DECK• `. II LOT u 3 ` 1 z
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16 z4 zo' i6' 8� . ` . • . • 1oLLx16' (TYP.), • ' _ -,� Q / Q
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8S I zo REA - UTILITY EASEMENT (TYP.) LOT �u / �C m PROPOSED VDOT W O
LOT I I STD. CG-6 (TYP.) N
3 ROPOSED SPEED LIMIT SIGN TYP. - - -
1
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1 I — I — I — .I 79 ry 3/ o N
33 LOT LOT LOT I. /° I s ' �rf / o o P Q
o PROPOSED _zo' ACSA UTILITY EASEMENT (YP. 87i _ ' + c PARKING PERMITTED IN THIS Q
1 2 1 a LOT LOT LOT tv LOT
_ 7 7 I • PORTION OF LEXI LANE
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LOT MH- 7
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I 3 i 3^0°'} �I 7 1 1 1 2m �73 174 175 LOT I I 178 gQ/ [ 3 / a _
1 I LOT LOT ��9 130 PROPOSED FIRE HYDRANT $5' ROPOSED STOP SIGN (TYP.) 176 82'PRC:1o+g1.63 PROPOSED SPEED W
VI LOT 12 128 ASSEMBLY w/ 8"x6" TEE I ° PC: i0+5z.3z ROPOSED STREET SIGN (TYP.) rn LOT LIMIT SIGN (TYP.) J J
PROP J Z
LOT LOT LOT I - ml 126 7 - r°` I LOT I N - O PROPOSED VAR. WIDTH ACSA AS Q
12[F 125 I °�° �L C 1 I I 1 1 N MH-35 PROPOSED 8" SANITARY SEWER (TYP. 5'S 177 PARKING S GN DYP 3 ry 1 /eROPOSED'NO PARKING' SIGN (TYP.) > z J
pN n UTILITY EASEMENT (TYP.)
12 Q M RON S BA_-PROPOSED'NOPARKING'SIGN(TYP.) - MH-36 _ 10' MH-3y;ry = I',4 J �IDESETBgCK I SIGN PROPOYPDSTREET PROPOSED FUTUREEPRIVATETRAVELWATRANCE OY PA w
PROPOSED'NO
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OSED'NO PARKING' SIGN (TYP.) - _ - •• r - • • ` • `. • ". . ' - " PROPOSED 8"x8"TEE
- zo' zo MH 4z io+oo ROPOSED CG-1z (TYP z ' k MH 30 - W
PROPOSED'NO PARKING`SIGN (TYP. ` `�" m & (3) - 8" G.V. STD. CG-6 (TYP.) z Ld_
z5 M M + SIG 4 z8a I + I PROPOSED 8" CL 52 DI WATER U) D
M I ,; " PROPOSED
PROPOSED SPEED LIMIT SIGN TYP.) _ M h CG-12 (TYP) U
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M 28+5 zg+00 a M M M23+5PROPOSED 6' PLANTING STRIP W
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43 PROPOSED PUBLIC R AD 49 R W
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PRSIGN (TYP.) LJ� �
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PROPOSED NO I PROPOSED SANITARY SEWER) I�PROPOSED 8" CL 5z DI WATERLINE ' MAX_ ON h
II IYI - I - • " I L��n IIi �� I I. ETBACK - - I I I. I I ..PROPOSED WATERr -t �- " • ` ;M .. PROPOSED °x
PARKING SIGN (TYP.) 1 I I ¢ SERVICE LATERAL (YP.) I PROPOSED'NO I I - - MH-zg I
MAX._ RO PROPOSED zo' ACSA m I u I R - - -SERVICE LATERAL (Y'P.)� �,� . ". �
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PROPOSED WATER �I I LOT ^ II 8 �I II y 82 o I I LOT I PROPOSED zo' ACSA —J - ENTRANCE (TYP.) / Z� 8 �5R Q
PROPOSED 8"x8"TEE I
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LOT 86 I I I I rl '"/I LOT &(3)-8"G.V. I I I UTILITY EASEMENT(TYP.)
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3 i PROPOSED WALL PROPOSED WALL oN
i I I 100' WPO BUFFER (TYP.)
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PROPOSED UNDERGROUND STORMWATER MANAGEMENT I I (MAX. HT. = 4') ��� / / J / L /
� GRAPHIC SCALE - "• ".EXISTING"CEMETERY •' � / �/ � �/ / / PROP,
FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WPOzoz000053) I I . SHALL BE UNDISTURBED ` \ / / /LOT /// SERVICE LP
o I�OOO_0 0 0 o a o 5 30 60 20 PHASE II Z1W�' �� / J% 71 /o J
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JOB NO.
182154
SCALE
III = 30'
SHEET NO.
6
3/IG' STEEL PLATE WELDED
TO POST 6 GROUND SMOOTH
2-1/2' DIA. GALVANIZED
STEEL POST. PAINTED WITH
2 GOATS OF PRIMER
AND INSIGNIA YELLO
3/4" DIA. STEEL PIN W/ HEAD
W/ 3/8' DIA. HOLE FOR
LOCK
FINISH SURFACE
M
3' DIA. GALVANIZED - ,
STEEL PIPE SLEEVE
CPAINT ABOVE GROUND
PORTION SAME AS POST)
CONCRETE FOOTI _
3/1G' STEEL PLATE WELDED
TO SLEEVE 12'
NOTE, DRILL A 13/IG' DIA. HOLE THRU
BOTH THE POST AND SLEEVE FOR
PIN PLACEMENT.
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EXISTING SANITARY SEWER MANHOLE (MH-EX-u) R R\ LOT W �11 1119 q CO '121 ° w
/ RIM TO BE LOWERED FROM 762. z T0758.o PROJECT BOUNDARY (TYP. ✓ // _- \2O.1gpCK PROPOSED 8 x8 TEE - -
/ \' LOT
LOT 116 117 _ —A— —1-i P oPOSED'
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EX. INV. IN=745.99, EX. INV. OUT=745.8z I LOT & (i) - 8" G.V.
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// LOT LOT 10 1 -I
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\ S PARKING' SIGN (TYP.) 10 N\ w+z7.go m
\ / - LOT 7 108 SERVICE LATERAL (TYP.) PC. io+oo - o+oo
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EXISTING SANITARY SEWER MANHOLE PROPOSED SANITARY PROPOSED CG-gD' " N \° a 9 a r ( 14 PROPOSED—
m O CA
(MH-EX-io) TO REMAIN SEWER LATERAL (TYP.) ENTRANCE (TYP.)" • ` ` PROP\OS,EjD 6" CAL 5s DI WATERLINE - yo \ _ � 1 MH-
\ S•� 3y+5o . DI WATERLINE
i PR V 44
LL r. 44, 1 PROPOSED A.R... � f�
-PROPOSED'NO PARKING' SIGN (TYP.)
` " . .. ' "- ". �; / / '/` 20 M r o \ \ PROPOSED SANITARY r l— — C�
132 nH \ i ro E 20— 32+pO S MH-48 SEWERLATERAL(TYPJ- M
TIE -INTO EXISTING 8" PVC SANITARY SEWER ' ` PROPOSED WATER " ' 2O M ' ' ro \ PROPOSED'NO\ I
WITH PROPOSED DOGHOUSE MANHOLE 5 MH 5o %' 'SERVICE LATERAL (TYP.) — CK a+So- 5' PROPOSED WATER \ PARKING' SIGN
\ ^ SERVICE LATERAL (TYP.) \ \ % LOT
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-• 102 PROPOSED 6" CL 5z DI WATERLINE 33 ° ENOTRAONCED(TYPJ \ \ 11 ° � Q
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PROPOSED'NO r\ 1 90 I I N J
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(1.12 AC) �> " \ LOT 4+5° r, \ \ PROPOSED WALL -I
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EXISTING EASEMENT VACATED, •".. G . e `" Y - - \ I 95
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_ 35791 ,a27/21
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I L
TIE-IN EMERGENCY ACCESS ROAD TO EXISTING - °
DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. �° L
PT.11+ 4.23
EXISTING DRIVEWAY SHALL BE MILLED AND
OVERLAID WITH NEW PAVEMENT. + ' Z O Q C
I \ o£EXISTING SANITARY SEWER MANHOLE (MH-EX-iz)
LOCATION OF REMOVABLE n O
BOLLARDS & KNOX BOX FOR IM TO BE RAISED FROM 759.75 TO 76o.z5 U m
EX. INV . IN=747.73, EX. INV . OUT 747.65 ~ w Ln `-
EMERGENCY ACCESS ROAD. I 1 \ — 0
I SEE DETAIL -THIS SHEET £ _°- 0 1= u
EXISTING 8" SANITARY
4 zo -S > > .. a
PROPOSED DECK SEWER TO REMAIN 1 PROPOSED LOT LINE (TYP.) o — � Lu� u
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I `-27 Rf)PnSFD R" r.cO R F N f]Sa'ff
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1i53- G R-742.17 S _ 1 i PROPOSED zo' PUBLIC
OT
II L74 H / \ / i DRAINAGE EASEMENT M
18D z6
= -
I I F E= z 8� /
G741 �'/ i 35 / / sx / M
F E=74z.17 / / ., / M �2
oo / / MCCOMB STREET
LOT PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN - - - - \ 2 PROPOSED DRAINAGE SYSTEM / J 56' PUBLIC STREET /
^ + 79 F R=71 7 / /SYSTE%w/1o'PRIVATEEASEMENT(TYP.) \ \\ ° D.B Sz34 PG.z
1 _ -'I - - i \ / PROJECT BOUNDARY (TYP. 97
I YD-zB SP
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PHASE III
R=74 }7 "� % v (FUTURE) 2 ✓/>r� /l ,--
SCOTT/R. CI?LLINSZ
No. 35791 ,a
12/27/21��
F 3 7_W ROPOSED DRAINAGE SYSTEM /
LOT G R=739�50 ROPOSED VDOT STD. CD-1
77 F -' oh7 1 I f
v / g \ -,SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX v /
H. 3 PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN
/la / \ WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF
SYSTEM w/ 10' PRIVATE EASEMENT (TYP.)
• ,� _ Yp-z / �� � -PROPOSED zo' PUBLIC \ \ 6o LBS. PER ACRE, OR 1 LB PER 1,00o SF, UNLESS SPECIFIED OTHERWISE (TYP.)
+ DRAINAGE EASEMENT
YD-zA�•' 7 r I -738 ---
\ \ NOTE CONTRACTOR SHALL ENSURE EDGE-DRATPIPES ARE ti Q �yx \ a / `u
I . `, • .V /`.�'•�' kLL / ii B \ \ INSTALLED AND STABILIZED UNDER A MINIMUM OF 4" OF AGGREGATE
34 34'. ,736 \ i6B - TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. �' ��� / ''" $o -7 17 \ \ 3iSo ����� �- C
3z6 / PROPOSED VDOT STD. CD-z• \ v v - v / / SMT=7 433 g� . 1 u
\ /� LOT - i�Ft pR pG� L
PROPOSED VDOT STD. CD-1 \ / A�732.
--- S
PROPOSED 20' PUBLIC - - - \ /S 33. 5$ �/ > / ✓ .13* _ o
M-M z - - - - PROPOSED zo' PUBLIC r \ - o
r � 'DRAINAGE EASEMENT \ - \ � \ � SPA - 3.67 /- / •'. ` ` - y ° � _ _ __ _ _ _ - - // 11+p0, % �' z J F
- M O r.�- o �/ - i . a' i' ^ �� Z O C
DRAINAGE EASEMENT /
o% M I
/ z + o l PROPOSED1z HDPE YARD DRAIN SYSTEM
4 s° RA BLING BRO AN 6 \ 3� ti F 38 59 w 1o'P-RIVATEEASEMENT TYP. 5 M,- 11+5
o ..
.,�4+00. �(3 z +00 \ � / / (TYP.) � LOT
PUBLIC STREET \ zz+ '`M - _ / / /" 1z+oo - - U m F
So - " \ SMT- 3 00 / - --- _ _ - 1 O n Un -
sue/ 7315 LOT i- ryti /\ LOT- - - - - - - - - - 4 0 c
60 . / i 57 z
SMT=7zz.33
I M � � rIaI '` ` _ �` - - ^ � I -\ S• ' 16 . , . _ 15 'j3 2Ix � - M �� S a� // \ � LOT / /. / � - -FFE= 71.60 \ / � _ >
/PROPOSEDVDOTSTD�D-1 30' 61 / / �/ � � // { \ - 1 LLI a
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- - � I/ I I ^ . ..• :`�,T •, // o� �., . � 2oB f � SMy�/ i.b7 � � / �� .f ' / _ FFE 96 \ \ � IceLC u
0.1 /COT" / LOT - 2 /
R=740 ° 738 I I \ 1 M- / =73 / o 61 5 I 1
GAR=738 7 � I 116AR=7377 I I GAR=737 33\ GAR=7 67 • •. I' r `, � ` •• .. ` 1 •`,. �� ; , l ' . � \ ' ` -� �! / so � Ef� 83 6 � ' \
_ �3 FE= 8 LFFE=738. o 736 FFE-737 3 I . I �. ` . { . .j _ - 55� 7�7 6a \
BSMT 73o,831 I BSMT- z of 736 / \ ^ \ SMT- 1.00 / /LL / 7 9 5 I BS�7z 501 BB�M=7z8.�71 7 7 So /. ' . / / „� o y
LOT M / / J� - ✓ q�,733, LOTi ` !' / LOT FFE- g.33 \ / LOT /\ �\ L o
I - -- -79I 'LOT
I y\I \ I\ .;.-.,W\.. ••...` ,.. ....... '\tio o, aI �% 'a•\ / 6 / 1` -4.33
78 717.0
LOTS LOT FE 7z8 I
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y . , � r YD-1A � � � � LOT
��I �vII � �...., ,.. ,�,. LOT_._--/ - F 3 -� �, 4, ✓ / // 53 � �
/ PHASE 1I y I �- ,4 i y /v v, _ " �, r G� �,. i �7
t - �Z \. \ %• - / BSMT=7z5.Y7 PROPOSED VDOT STD. CD-i' 2ox ROPOSED VIDSTD. CD-2
- v �17�C Q /
_ - J - J = •� = .. �/ / / a \ LOT FE
--'�_ ✓ �' 7z6-� - 1 I_--� 2'_�`.•`d •v .•�. � /�� //_ // _LOT/ / / � Q=73�3 �-- / % �� ��` i. � '��;/ Y[7-1 • / ti,�/ z � i. � �
LOT LOT
�..BaMT 3. / r/_ = / ' -'r LOT FFE= 7 / .\' O z8 / / /
i� \ �` .fjp / / 18
/ 720 - _ LL . �( /// - AR- \\` 9x - /
- �r \"• ` �. ( \ S J �/7z / / o. \ \� SO M - \ \ =71
TEOOF MIX _ \ 73 ° i i FF6 9 j 7� 8 / / / / /19
-- - / i \ .`. `. \ \ x \ / / / / \ / o / LOT
/ B �
/ISE (TYP.) . �-._ \ / / 4 / / /.
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too' WPO BUFFER (TYP.
- - = � _-_� �� ��_� A - - - \ v ` . .`- y'.- '._ -`. •V. .` `. •-` �`:9" ���Z �� v>`� ��- �- /7/z-o ��� �vLOTBSM7
29 LO
Sxo71 620 LU
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\ 70
33. LOT
LOT / // / fA LOT \ / / LOT 22 \ \\ \\ v /� N
too' WPO BUFFER (TYP.) �zo / / , S =7zo.o �7 4 I �S wA A \ 32 / / / / LOT 23 V A 9�/ /� C(�
244
\ OO OO too -YEAR FLOODPLAIN (TYP.) O , \ - - \ / / \y o \ \ \ \ / Q
LO J
6$ VDOT STD. CD-1� / \ C)ROJECT BOUNDARY (TYP.) Oo o� �/ P OPOSED DRAINAGE SYSTE / bo i / \ U)
/ SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE
WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE
6o LBS. PER ACRE OR LB PER SF UNLESS SPECIFIED OTHERWISE (TYP.), \ / // LC�T \� \ / b \ 3 \` \ \ �� �/' Q
1 1 000 V V \ \ / $ // \ y 10 \ PROPOSED 23.'PUBLIC S \ / \ /. O
v DRAINAGE DESCRIPTIONS S ° v / � � v, v / %' / � z
67 1� / DRAINAGE EASEMENT \
PIPE INFORMATION INLET INFORMATION O \ � / f\ " - LU
\ \ STR. NO. DIA. LENGTH* SLOPE INVERT INVERT MATERIAL INLETTYPE Curb SLOT RIM 0 \ \ \�% �� / / \'� ':\ 2 _ a J J
(in.) (ft.) (°k) IN OUT Type LENGTH ELEVATION \\ //� - Q
\ \ 16B DI36 CG-6 6 735.50 Q \ / j 66 / �� o °.: \ / > z
\ ` ` 16A 15 28.26 0.81% 727.50 727.27 RCP \ \ O \ S 70(p y'tiyto ry� ..i y -� %/ w (-� �L.I1��I
v - 16 DI-3B CG-6 10 735.42 V A A /\ \ i \ � �° A \ /' �� "� / LL V
EXISTING STREAM \ \ 15 - 104.11 ----- 727.17 726.10 RCP \0 \ \ \� \ \// 'V'Q��. '/ �•
14 DI36 CG-6 6 734.00
OO \ \ \ LOT r z
O • O • 13 15 90.62 1.74% 726.00 724.42 RCP � \ � \ \ / / // � / ., d:'• - �' � - _ � N
O O O O O O O O O O \ \ 12 DI-36 CG-6 8 730.42 I \ \ C/ 65 / / / / . ry
/ LL
\ O O O O O O Q�� O \ 11 24 93.89 1.68% 719.58 718.00 RCP \ / \ \ \ /^ ,../ -�.\ \ `\`.4`LL •. " O / / Z W
\� Q \ \ 10 DI3B CG-6 10 723.5s \ �� / \ S \ \ �'. \ • - _ IJ_
9 24 93.37 1.79% 711.50 709.83 RCP _ / �. \ LL\. • Q
\ 8 DI3B CG-6 10 715.58 / \
co
7 24 12.54 1.99% 708.00 707.75 RCP \ O
� �� A.
O �LL\ \ LOT LLI
O 4 MH - - 713A0 �\\ / A\ \ \ 4
RCP � _ V � � � � \ \ `,A . •\ ` � \. � V � \
2 MH - - 705.50 �� �� -
GG F- z z
OO \ \ ` : \ \ `\ / ; \ LOT 49 W Q -
- 1 24 46.37 1.79% 703.83 703.00 RCP \ O \ 5 � w
v � � PROPOSED SWM FACILITY& � ` •' � `•, . • " ••' i A
Z. V A. `
MAINTENANCE EASEMENT \ \ `. \`. \ \ \ - °
Ul
8B DI-3B CG-6 10 715.33 - - \ \ \ / \ �: `• -\ \ �/
v A.
aA 15 28.04 0.82% 708.33 708.10 RCP SEn \ \ \ \ „•,' y` 06, •' • .� •� `\ / �/� \\ \\ LLI
PROPOSED UNDERGROUND STORMWATER MANAGEMENT . o . • LL ` . ,�, `• I L1_I V
FACILITY'D' - SEE VSMP PLAN FOR DETAILS I
(WP0202000053) \ \• '. �. ` C. C. •\ / \ F z
26 DI3B CGFi 12 7 9.25 �. \ \ •4 ` \ I /
25 15 29.74 0.50% 727.17 727.02 RCP \ � \ ` \• \ \ \` r I / \ \ \ � � i �
24 ° MH - - 734.25 V �V V AQ \`V` V• \ / \ I_/- / V A� �� U)
\ \ \ \ 23 15 27.74 0.87 /° 726.92 726.68 RCP \ \ \� \ \ , \ `, �I \ - / ' / / / F-
LU Q
v v V v 22 DI3B CG-6 8 731.92 n/
LU
21 15 147.12 2.77% 726.58 722.50 RCP \ \ \ �6 \ ` ` . ' �.-` • ' \ \� \ - - / ''� w J
\ \ \ O\ PROPOSED SWM FACILITY& \ `' = _ _ ^ \ `i -
DI38 CG-6 8 726.42 \ � J
19 18 22.32 1.03 /0 721.08 720.85 RCP A V ' ' ` ` v - - - ' / Q
\ V 1 O MAINTENANCE EASEMENT -\
\ \ \ \ CL
18 DI-1 - - 729.00 �//
\ \ \ 17 18 20.90 0.72% 720.75 720.60 RCP \ \ \ \ I f \ \ \"r / _\ C. I I I �/� '-h / / (>
\ \ \ 12B DI313 CG-6 10 730.58 \ \ I I I \ \ ` • ` • ` ` ` (• I �\���\'� - �°�. C]
/ �.- --y E I \ \ o
v V A 12A 18 27.78 0.90% 720.50 720.25 RCP SEE VSMP PLAN WP02020000 ` ` / ` • .� ` N
v ( 53)
\
FOR SWM OUTFALL DESIGN \'
v v \ \ \ 20B DI-313 CG-6 8 728.50 i� // '\ - \ `� `.. I. • '.'�I. II - �6g,¢ v ��
v A 20A 15 27.68 1.16% 721.50 721.18 RCP l�9 -
/ \ \ NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE - I
V A YD-1B 12" Yard Drain - - 7T7.00 A I I I �� C _ v v 12 65.80 a.os°r° 714.00 711.33 HDPE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE.
APHIC SC _ \\ \\ YD-1A 12"YardDrain - - 714.33 no 1/ \ \ _^A",' I I I -pn70 1I \�I, I
30 0 30 60 _120 \ \ \ 12 47.80 Z09% 711.33 710.33 HDPE
YD-1 12" Yard Drain - - 713.33
\ 12 1 41.30 1 2.01% 710.33 j 709.50 j HDPE
�c-)Ln 0 �. / ♦ v v
MM 77QO,60 o o0
( IN FEET ) \ \ V A V A \ \ \ V A
1 inch = 30 ft. / \ \ \ \ \ \ \
v vv \ \ \ \ \\\VA VA
Drainage Easement Chart
Pipe No.
Size (inches) (f Max Depth (feet) Easement Width Required eet) Easement Width Pro+rided (feet)
3
24 1 8.5 21.0 1 21
I w
a Ln
JOB NO.
182154
SCALE
1rr = 30'
SHEET NO.
8
NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE
EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE.
" �Illlll
PROPOSED }2" YARD DRAIN SYSTEM /
' / - - �! _ - - - - - SCOTT/R. C°bLLINSZ
w/ }o' PRIVATE EASEMENT (TYP.) ROJECT BOUNDARY (TYP.) _ - ' - �
_ _ � XO. 3579�1 �
w
w w w. • • w w w w w ------ ---- - --- °� 2/27/2 v4i
762` 758 ` w w w
" .` .` YD46
"
/ - - • `. `'. `'. ` ` "", • `. "'. . ", . " _ 756.0 - - ' " N--------------
W
0
- YD 4D ` - �- -I w w v
YD-4C 54��
- _
796.01 760 ✓" . r=-756 `754. 7-
1 ' -
750
rob
LOT LOT PROPOSED 8 HDPE ROOF/FOUNDATION--
I 1.` •YD_4E 7570� � YD-4A LOT LOT LOT 157 152 1'SYSTEM w/}o'PRIVATEEASEMENT (TYP.) s ----- -- _
- - - --- ----
_ OT 1 8 149 5 =m A o 68B `--
" 1 T � T 01 T +il. J If. I 1 • " .7 So `" M M - -._M M�-M -
�� \ / LOT \ 4T =-m F u� " sa . ` .`� MCCOIVIB ST M - - - - - �M_M _ C011�pj�
J U,, J +'1. V1. �. J O _,�-M- _ f --� -. ,FREE -M M M :6 PUB STRE U
00
PROPOSED WALL LOT \\ m,p J;,-o y
/ 146 �\1 9 1 u v i v - o J _- ° M -1 2 11) PUBLIC STREET - zz+ D.g LICSTR E H
MAINTENANCE EASEMENT Iro° LOT 145 T �„ -o _-� w L . ", . `. `. " . " . ' / i m + z5+5° 5 / �4+5° - 0 50 Sz34, PG EET `u
z4+00 3 23 5 3 zo> / 2
I ` ii / +oo I + o
cap o ,,- °' �, i o - I --
LOT �4 / u, ; ?1 - YD 4 ', io �a_ _ - j .�/ / M 1 �h / 5 =_` 22 C
z6 ,
_ - - --
764 TIN `_`r _ -
-� ?� - o -- _ _ _
�- I _LOT- �41- map � �i •-��o o\ / � 756= e S : ., '., '' i' ,- - - s -----__-__----_66 - - � ��0 0
PROPOSED WALL - -ui a - - - - - - - - -T �� 7 32 \ U)
14o c �� ��' y'm �� 5 _o o - ------ f DRAINAGE J
-, EX
(MAX. HT. = 4) I o ' o _ . - '�
- y7+O v PROPOSED 20' PUBLIC _ a
: � " -. - _ PIPE INFORMATION INLET INFORMATION � C
�. \o / ' - �. -_ - I ` M / DRAINAGE EASEMENT STIR. NO. DIA. LENGTH' SLOPE INVERT INVERT Curb SLOT RIM a
G LAIvE 1-/ \ / MATERIAL INLET TYPE O ro
PROPOSED 8 HDPE ROOF/FOUNDATION DRAIN I s m ! j M M CLIN ° - 3 (in.) (e.) (°h) N our type LENGTH ELEVATION m
s o o EET z7+5 ✓ _ , N _ -
SYSTEM w/}o'PRIVATEEASEMENT (TYP.) �{°o o '� PROPOSEDVDOTSTQ.CD-z �-I pUBLICSTR 1 N _'o •• / 36B DI-3B cc-s 10 7as.oa F"� w �
- 1$+00 �a _ - PROPOSED 8" HDPE ROOF FOUNDATION DRAIN 36A 15 33.24 1.20% 738.00 737.60 RCP o
/ 762 TI/V I , - o o T SYSTEM w/ }o' PRIVATE EASEMENT (TYP.) 36 DI-3B CG-6 8 744.75 0 u u
760 BW c '�. $�. CEO -..p i' - _ - T Ll 'm ➢-)o '',, 1 35 15 162.53 4.25% 737.50 730.60 RCP
EXISTING }i" CMP I S ,k' / `4_ �, ^ 1 DI-38 cc� s 73zaz / w `s
Uj
CULVERT TO REMAIN 46B - 5 _ / \ -
- ° - - m/ / 29+00 •" •• /.•- �r _'� � '\ I_`,"TI G1. �� � � � W \ 34�A 15 3357 119% 73050 73010 RCP DI 38 CG-6 10 737.33 � G
LOT Ice
0 / 33 18 36.83 0.62% 730.00 729.77 RCP a
1 �53 ��1 a
_ - �,�T I + �j0 - 32B DI-38 CG-6 10 738.25 0
DRAINAGE SYSTEM m J LOT r 32A 24 27.72 osa°r° 72ss7 729.52 RCP
: 29}50 44 W ,I 54 3 IT1 32 DI-38 CG-6 10 738.25 U
CLING LANE LOT L� 1 � J , v, w LOT �56 155 / 1 n X o52%
`y 1 •• 'o• 24 174.39 729.42 728.52 RCP u
\ I 15o' PUBLIC RIW n 30+0° G R=756. o i63 o y LOT .57 - - : 1 to 7 - - 30 DI3B 744.75 0
4 r - �� ' o` LOT LOT 1 8' _ _ { Z 2s za a7.s7 o.aa% 72a.a2 'z8.00 RCP
°+ ° -757� ' • p � - _ / m. / '` _ 28
CGE 8
i+}03}+00 3 5 _ - 1 g% FFE } LOT LOT 16o 159 - / �" - � -- - - - 28 za t31 1s0°h 727.00 726.83 RCP
/ 7565. 3 16 162 161 YD-zE /
- 07o F 75 4 / 1 / - � . . " ` - 0 38 DI-1 735.33
s
PHASE II
_ _ - - - - LVERT-} - - 46 1 �. \ \ °� 1 I 1� - - _ • ' • N 1 37 15 29.70 1.08% 730.92 730.60 RCP
- " (FUTURE)
�LOT G =75 §67 jo \ 4AR=755. 7 LOT ,I " � 1 756' - � • � •�• • J ! •+ as MH - - 757.92
EXISTING }2"CMP "< �39 F=7S7.13 1 FFE=7 165 i _ - y/, .\�` " `` ` S ` ` • ' " f °
CULVERT TO REMAIN I o - -' I =� �' .LL as 15 58.2s 1.7z� 751.00 750.0o RCP
�.
/SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX
WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF
/ 6o LBS. PER ACRE, OR } LB PER },000 SF, UNLESS SPECIFIED OTHERWISE (TYP.)
lz-
r,
-zH - ��= ' S • ` ` 36B - - , _ - - - 44 MH 756.00 0 -+ T` + 5 p LOT 6.00` 1g N N
% - G = 6�0 N' - •I•R=7 4. o T "75°• zD "i Z _-- a3 1a 11t1s ass% 7a7.17 7a3.10 RCP w N N N
\ / LOT- -75 60�011 fi 4 F } ` r 6- \ 1 • - / -- r a o v` ^�
i 8 F =756.6 E=755 J _ r l / a2 DI-36 ccs 10 7sos2 0 r N
PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN 3 , PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN'. • - - • ' / LOTS 36 41 18 100.34 3.14% 743.00 739.85 RCP
/ SYSTEM w/ }o' PRIVATE EASEMENT( : - SYSTEM w/ }o' PRIVATE EASEMENT (TYP.) = y ` / 6A - - 40B DI-3B CG-5 8 747.50
4 8} f
__ i6T-. I j "` +" +. _ •• `�.. ` ``/" / / 1 f / 74440A 24 27.69 1.16% 739.75 739.43 RCP
I G R=7 6. 7
753 7 I �IL `. YD-zC , '• °^" . i• / LOT E-746 ' - - - - - 40 DI-3B CG-6 8 747.50
39 24 54.76 t52% 739.33 738.50 RCP
LL,Z PROPOSED }2" YARD DRAIN SYSTEM YD-3D oo LOT R= 0 3 o R 2. o LOT PROPOSED 22" YARD DRAIN SYSTEM ` i83 G R=744, -_ 4ae DI-3C CG-6 10 755.25 LU
J U 753_3 "yh o FIFE 75 a I / F E=745 Sd °
I w w/ }o' PRIVATE EASEMENT (TYP.) � � i 1 6 E=754.do z v, - -- - • 'w/ }o' PRIVATE EASEMENT (TYP.) ` `.) • � asA 15 34.70 oss� 7aan 7a7s3 RCP
W / _ I I / 3 - - - 4 .�'.' - - - hD-2G . -.. -" . •4 LL .I 5a. o f L0T I j ✓ 48 DI-3C CG-6 10 755.25
Q- / / PROJECT BOUNDARY (TYP. III - - _ _ - - - ' " JAR=75 " 1.7 LOT o 74 B3 `• `'• " 18z AR=74 47 18 99.52 oss°io 7a7s3 747.27 RCP f�
I } I
w / IX PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN-7 - - l �� FE 751-$3 169 PROPOSED 12 YARD DRAIN SYSTEM • ' � 4" 716i I /
I - " , . • "- -__ �- " •• f / I - /. / 46B DI-7 - - 757.75
' / / / / SYSTEM w/ }o' PRIVATE EASEMENT (TYP.) I _ _ - w/ }o' PRIVATE EASEMENT (TYP.)'• I' I L 81 / / 46A I 15 33.59 1.49% 751.75 751.25 RCP
PROPOSED }z" YARD DRAIN SYSTEM I I LOT GAR=75i.67 15° _ - - lI . J I 181 G R=74z.}7 + - ,fl N
a L - _� 8
I 6°/ 3 W l ✓ /
I 1 FF,E= z. - - - I• 1• ' YD-zF . ` ` I. I F E=74z.8 y \ CULVERT-1 ES-1 758.33
w/ }o' PRIVATE EASEMENT (TYP.) I YD-3C .`` `• • I'.. i I I I / I 3 / 15 16.38 1z.z1% 756.00 754.00 RCP CY)
/ /
/ vD-E�pw ` +---LLT� T,•_ �••,• ".LOT � � Z
1 / ❑ 3 w ROPOSED (DOT STD. CD-} - 744 �p 180 G R�74} 52B DI-3B CG-6 10 755.17 1
7 .00 LOT G R=75�.00 °o Z - - _ / /
- + H 746 1 " " - `SN. I E-742}7 / - ` - - - - \ 52A 15 27.63 0.83% 748.25 748.02 RCP N J
/ t� \\ 3-34 F E= 1 d M _ o
/ YD-jF 753.00 �, ,d 75 '�1 74433 - / 7/of f ® 3 52 DI-3B CG-6 10 755.17
NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE ° LOT PROPOSED 8 HDPE ROOF/FOUNDATION DRAIN °
r % SYSTEM w/ }o' PRIVATE EASEMENT (TYP.) s1 1s 163.33 2.71 h 747.92 743.50 RCP N
= o Z� NSTALLED AND STABILIZED UNDER A MINIMUM OF OFAGGREGATE G R-74o.
LO 4" - i i .\ 50 DI-313 CG-6 10 749.00
R 7 II TO PREVENT CRUSHING DURING 79 F %5p 7% % / N
/ 75 3 o a
THE CONSTRUCTION PROCESS. I / a / / \ as 15 s4.1s tat°i° 74ta2 7ao.25 RCP
75 _ OT LOT LOT I- II I YD-z6 ��/ / / \ Q
LOT LOT
6 170 1 1 1 z LOT I I LOT/ p q° n / \ 50B DI-38 CG-6 8 749.00 \
I __ LOT- LOT I G' R-749.67 °/dl I '� \ m ^ 7 0 7 173 174 LOT I I _ _1 R 74°/7 ''. \ 50A 15 27.66 0.83% 741.75 741.52 RCP /
_ - PROPOSED DRAINAGE 1 2 I � 175 I 78 / z
3 3 F-750.33 - � � � ^ � ^ __� It �t7 I � � - / � PR ED D NAGE SYSTEM \ \ W
- III II LC)T i�T 1oz8 Tz� „ 10 YD- B I 33 749.00 ? it a 7 o6 I I / /' \ YD-2E o 12" Yard Drain 746.00 J J
LOT LOT 7 -T m % < w w It ^� G R- o
'A w 11 ry • I LOT 12 20.30 4.93h 742.00 741.00 HDPE J J
d
It
- 3�95 ROPOSED VDOT STD. CD-} � \ Y0.2D 12" Cleanout - - 745.25
u,
E=749.67 0 I _ rrL� '' ¢ w ¢ � w n � � v I I > Q
LO 1z 1Gi m n m� �J �„J I L; �w ¢�' ¢w �w n I I ?77 F - oh ( 3 ! i
u " u 1 II N I \--- - f -- i� 7
1 T�3 T Gl T ➢ - I I mZ7 W w _. r 1 II $ �31 YD-j - I - -I� 40 - i II �1- I '. �e - --w -_ l7-� Q LL I • . �i - - 7.. / B \ \ \ 12 44.65 6.72°h 741.00 738.00 HDPE U LLU
1z 5
_ m J
J I� - - /IQ / \ YD-2C 12"Yard Drain 742.00
-�= 1
- m y m A ^ o r J o YD 3A -_ - _ - So "-- -
_ _ 4}_ -- " f I _ _ 3 \ 12 68.50 3.65% 738.00 735.s0 HDPE Lli L.L
;u ,I ,1 tin ; - J `;' I 4oB � I - _ � ' ,;ffi � I` " ` .=.� . `- YD-z o � � PROPOSED zo' PUBLIC �
`
11 11 J O W _
� o - `. AGE EASEMENT YD-2B 15" Yard Drain - - 739.00
DRAIN
., _ ROPOSED VDOT STQ; CD-2 � •. � �' _ �! o `� / r 12 55.90 0.89% 735.50 735.00 HDPE � r•�/1
11 J �, O _ •
�I J Ql
YD-2A 12" Yard Drain - - 738.50 Q N Z
�.$` � /; 3. / II / 335�3 \ \ 12 60.30 1.66% 735.00 734.00 HDPE
N I 1 PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN / / PROPOSED 8"HDPE ROOF/FOUNDATION DRAIN % f f 34$ \ \ \ Y0.2 12" Yard Drain 738.00 w
1 O SYSTEM w }o PRIVATE EASEMENT TYP.) 34 -73 }6B - - - - 1z 3t5o tss°i° 73a.00 733.50 HDPE Q
SYSTEM wl }o' PRIVATE EASEMENT (TYP.) M 5oA + o ii / M ( Il ( ' 6 \ I \
PROPOSED VDOT STD. CD 2' \
/ _ o - O 2 +50 I ! -: 27+00 � � ' I ^�"-'26+50 � \ -.,_ j0 "^ / -. II. - • ' \ 5 YD-2H 12" YaM Drain - - 753.83 U
I 1
^h 7 z6+o0 - --- - - -
�' 4�28+00 \ M - PROPOSED 20' PUBLIC. 12 70.40 6.39% 749.83 745.33 HDPE 06
v1 - _- - 4 29 ;.. _ _ ��1 2 + �-M �- 32A e. >.. ,':. Y0.2G 12"Yard Drain - - 749.83
f 5 50 - F / DRAINAGE EASEMENT
526 --._. z8+5° - ...,. z8 -
M --' ,} - \
I M - O __ � ...,. °' - .. , . �. : � " . ... '..., }. 25+00 / / _. �_ O�%� - 50- M \ M } M ��1>� Y0.2F 12" Yard Drain - - 744.33 W
M z9+O - _ _ so - z _ z4+5° RA BLING BRO+ IlAN 6 M\ 3as°r° I- z z
I - -' - - PROPOSED6 WIDE "• ,' r. - H24+00?_. 23+00 \ tpp�� 12 84.85 5.69% 740.33 735.50 HDPE Uj
29+50 - a rO I o 00' REVERSE SLOPE t �_ - - 2+So - M
OPOSED DRAINAGE SYSTEMI �� X I N DRAINAGE BENCH " 1 -- UB a
/ _ --
P LI STREE
• ° • � / - YD-0C 12" Yard Drain 756.00 � (� LV
• -,- --- ' " - �. � I I M 9 � �22+p0 12
I✓t=-._=_r7:L.7z5-. _O5 9->. 4:. T. - 963 .7 S� ioll 7I� 76I III _GF- FAE R--�=_' L75_ /5O$.7 4 � 3o3 }7 I II I/1I I/I I IB-�FS-- -7S1L05_- mgO67� �7 4.T _-6-M. .5A0I INIT1 E/1NAIL_NgG-CI_gA o E{"-v'tE�-LA7-8-OSS -76 E-4TM5} .7E0No TJI I _I�7 I I I6 �GFI �FASE _�=7L7-5O53 T- 8 -I�� Il � 1I4 iI 1G11rAE/R_ - 75 }=. �7-O -Jl �I /�1/J I,/� , I Ir�' I''---/_--�-/ - I 'I I . 'C ` • '. e•.730�. " 8 C - }7Io�z :ooYGFDFAE-R5 =- PM4-54R-APw_ ORII7 7I /6Ii IL FFE-
. •. 1``6.\ (• `1•, • '" • ?�
' ."•`' •'," .. ` '/
•• '
""" • /( GA! - 6, vD�E 12 6258..2500 00..7670%%
775521..0500 775511..3503 HDPE
POSED SWM FACILITY & y�e E
112"" Yard Drain - - 757.000
GAR749.17 TENANCE EASEMENT 0
�J W
- - 2" CleanoutFFE=749 83 -743 vD�A ossr751.33 s06756.67 W
BSMT= o.oGAR12 68.60
T41.83 0 YD-0 12" Cleanout 756.17
=755 67 FFE=754�3 C'LOT LOT 12 lass 0.91% 750.67 750.50 HDPE
--LOT ro
83AR=738 GAR=737 33
PROPOSEDSWM FACILITY& LOT FFE=738. 0 736 12 58.40 1.71% 753.00 752.00 HDPE85- I81 4 LOT BSMT- 29=72817 YD4D 12" Yard Drain 756.00 rL�(Cy�LL�
�Q
MAINTENANCE EASEMENT - - Uj
0PROPOSED PROPOSED'
I \ 8oLO12 zsss 2.2ai 7s2.00 751.33 HDPEOPOSED }2YARD DRAIN SYSTEM 9 'LOT J
f(=L' LOT
;1#z 6)}oPRIVATE EASEMENT (TYP.) 77 wCL
ro 1z aa.ao 4.10� 7aa.00 7as.00 HDPE 2
Yard Drain z LOT
734 PROPOSED WALL L / - J / j J y J `' "- ' d', _ 12" Yard Drain 750.00 C D
1 _ PHASE II -
-MAINTENANCE EASEMENT - �_ -i I i �. • / 74 12 So.00 2.3a°� 7as.00 7aas3 HDPE
73z o _ / I -J -J I I� _I •\."'.``\ 1. " �/ / CN
} 73 / I \ _ - ` !•• i Y0.3B 12" Yard Drain 748.33
I i ' �,. j ` '�• -' '� 728 \ - / - J L - - - \ \ ".I • ' \ / Y0.3A 12" Cleanout - - 749.00 N
. " " `,71
\ LL-• • \ " 12 24.00 2.42% 744.83 744.25 HDPE
,7 9 _ /
726
1TW / --- - - - _
•2 _
• " " • 1 • I , • "" . " ' . • • \ \• P" .. ' • W L " 12 49.55 1.51% 744.2s 743.s0 HDPE
I
--
PROPOSE - - - _ - - �\ / YD-3 12" Cleanout 748.75
PROPo� I _ V A \ (MAX. HT
OSED WALL 720 ( 12 19.90 2.51% 743.50 743.00 HDPE
-
/ (MAX. HT. =T) / \ ( - - r _ �� - ' ( S -I IG H
/ SLOPES STEEPER THAN 3:} SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX - /
k PROPOSED WALL a \ I - YD-3G 12" Yard Drain 757.00 w
/ PROPOSED UNDERGROUND STORMWATER MANAGEMENT WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT RATE OF / % o w
1�'�• ` • ' - - / ` " "- ` . ` " 87% 753.00 749.00 HDPE 0 _
i (MAX. HT. 6') = / \I - -- / / - _
FACILITY'C' -SEE VSMP PLAN FOR DETAILS \ 6o LBS. PER ACRE OR } LB PER } o0o SF UNLESS SPECIFIED OTHERWISE (TYP.) � • 1s a. � � ` " 12 82.
r r ' - � � "• ..• ` �� • • •" Y0.3F 12" Yard Drain - - 753.00
( P0202000053) I \ / J - }oo' WPO BUFFER (TYP.) p T� L7T/ L - _'y 4• ° JOB NO.
W - - �- - - - - llRAr HICK CALF\ __ \ `, • ` 67.35 1.48h 749.00 748.00 HDPE
CO
• / - - - - - ' _ - - ' I ( I O O QO O O O \ \ \ / / - - / / - • " ". YD-3E 12 15" YaM Drain - - 752.00 182154
/ O 30 i 0ED SWM FACILITY_ iVS_ 30/ 60 /'-� 120 _LU
� O O O O O O ®O O O O O, I �� 0 O (SEE VSMP PLAN (WP0202000053) \ \ _ _ ..\ MAINTENANCE LU
PROPEASEMENT & - j/ U W \ - Y0.5A 12 52.75 3.79% 748.00 746.00 HDPE 12 Yard Drain - - 735.00 1r SCALE
O OO �r/ O FOR SWM OUTFALL DESIGN �O \
_ W 12 16.00 15.63°h 730.00 727.50 HDPE
- - - _ - - - .""'.�.f'C SHEET NO.
/ __---- ( IN FEET ) - <�W _
• \ - _\ / / - - 111- _ YD5 12" Cleanout - - 731.00
�� �QO L ' -/ - - _- 1 inch 30/�.
/ O / T _ - }oo-YEAR FLOODPLAIN (TYP.)-Q �7� \ / - - -- -- - -- " 12 16.80 14.88% 724.00 7zt50 HDPE
/
/
/
/
/
V /
/
/Q
/
/
/
U No. 35791 ;
115 12/27/21 ,4
/
� S
W
0 LU
LU
ELU
(PROPOSED 12" YARD DRAIN SYSTEM
w/zo' PRIV TE EASEMENT (TYP.) i
o / / -1/ z z J t
+ 1 YD 3G Q i
EXISTING SANITARY SEWER MANHOLE MH-EX-12) 1 U ro F / 1 I ( ) PROPOSED 8"HDPE ROOF/FOUNDATION DRAIN O m �
RIM TO BE RAISED FROM 759.75 TO 76o.25 SYSTEM w/ io' PRIVATE EASEMENT( P.) i57.00 - w m
/ - - = I' J
PROPOSED 8" HDPE ROOF/FOUNDATION DRAIN EX. INV. IN-747.73, EX. INV. OUT-747.65 rn £ V / z
SYSTEM w/ io' PRIVATE EASEMENT (TYP.) ' - 1 / ✓ �� M o L
YD-6D 758.67 S .� >
/ \ i -SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX PROPOSED 12" YARD DRAIN SYSTEM-- S / - LUu
WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF w/ zo' PRIVATE EASEMENT (TYP.) YD-6C /'
6o LBS. PER ACRE, OR 2 LB PER 3.,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) -" /' / �� 1 0 /- -_f I --
-ce
-PROJECT BOUNDARY (TYP.) 758.00i' s� ,��-t / -- LOT L/ L
/ -
--
-\• _ rn c
/PROPOSED 8"HDPE ROOF/FOUNDATION DRAIN � � 1 LOT LOT 122 1 L
LOT 1zo 121
SYSTEM w/ io' PRIVATE EASEMENT (TYP.) � � � � I',
19
/ \ EXISTING SANITARY SEWER MANHOLE MH-EX-u - 6'/� -,, 1 D m 70
i / �' YD-6B T G, a n n v
' \ ' EX. INV. IN- EX. NV. OUT 75 8z 757 62 LOT 1O8 u m
745 99r 745 I 7 LOT n G� °
/ 756.6 11
RIM TO BE LOWERED FROM 62. z TO 8.o r^ p
n
PROPOSEDwoPRIVA ERD DRAIN SY
NT TYP. YD-6A 7 /^ f // LOT 1�T �1c o \/ I
/ \ / ( ) _ LOT LOT 114 r G m A j A w . l rn
PROPOSED zo' PUBLIC LOT
DRAINAGE EASEMENT \ \ \\ 111 112 �� �� o �o / / A / ✓ � 760 _�--, { . - \ T � � A � � ° � w � U)
1
H
z
w
E
U
U
ul
C6
0
z
7
O
w
J
Q
w
m
ul
ce
rL
0
w
w
LQT w N N N rj
110 \ m U'r v` `O - J o `� - ; _= - Q - - m F ." -M " 7
LOT 1O9 n G� D ° �.° o _ m M Q N N
n - �n i' 3�+o N N v rr i
/ r / / /' / / • •' -'. ` e" 107 108 m A m 1 \ \\ iO �� / M o
/ LOT n G` o , io+oo -
/ // /� / /✓ / :` . .75 S . . \ 1o6 �a _\
\\ LOT\ 7 e > 3o+ro
T
/ / / \ / ✓ e. LL. "." • . .""." 6oD �a 103 nl Um04
A mA
`. " . ` ` J ``\ \ -n G� �` L �n
1
T
✓ / / / ��� \ �v mom, r� cocb
\ \�✓ /+, -
/ / � � . • " • , • . . `/. ". .. •�� m o w -w a, _ 64B '�� � E 31+50 - \ 'o
• " .
/ , • 7� ., �� M m �
/ / / S " . • .i . j 6oB 64q 2R o p o /r BAR=75
PROPOSED SWM FACILITY & . `" . • .!.. , . " ��, •. x-� - - - S M
MAINTENANCE EASEMENT` • ` `.5 ` ` / ' o /` \ , O' = - 3 R 1 FFE O
754.67 T6 - S _ =75 3 - 49 N
\ / / ,kes • . , . .. • .. 5". . " / � - - - - 2+So - ,- \ FFE=76 0 1 I
7
LOTFFE-758.67, X -- 3 - - - 5g�\ GAR=75 .00)j5oa71 / C`7
\ / / / '. " `. ` /� • / \ \/� / 756.5bTC M/� 7g6 --� 7 \ FFE=7 7 /) / r
89
/ \ / / / .�'".• .- \.`".• . . .� / � , or^' � / 1 LOT �
102 ` 33 , GAR=
.. ' ' M +0 4 - \ `r\' - 67 \ =�§83 \ LOT r
PROPOSED DRAINAGE SYSTEM ✓ N75537`TF� / „\ L \ FF - 75 3 \ LOT /qC /Il O
/ / / O •',""e. \�S0 M T 3+So CM G R=75 .17 SE T=74'950\ - / 1 / / JI O
- -
/ \FFE= 3- \ --\ LOT 7 ° \ 91 / 1 III - N
3 � \
\ / i / . ' • `. • " . ` `" . `'. ✓ _ / y% \ PROPOSED VDOT STD. CD-2 _ /T=749.00) N
GAR=757.33 34+00 GAR=7 67 - \- - \ \ 92 L
FFE,-758.od �- - - aN \ '_ \i FFE 33 COT
�\ o , 62 -' \, �o �iAR 7 •17\� 8. o\ J \ \/ Q
LOT +5 - - - 74 5 \ - /
y•' ." / FACILITY& 101 /\ .' 34 59 /k - \ FFE=a 3 �- _93 i /\ / i
PMAIN ENANCE EASEMENT \ ' ( D \ / - 60 - - 61 8.00 LOT4
• PROPOSED z4' PUBLIC" GARS 7� \' \ / W
- / \ / • " • e " , .r " "" ` i`". . / ` " " /; 'DRAINAGE EASEMENT - - 4 _\ FF = Z \ ( - - - - �- 94 - ( \ \ / I J
\ �/ .- . • ,�l` . • •/.`LL. ,.�:,•".•LL.•`"r `."-,.�:• . rNi+ \\ -/ 58 ;.S.LL. - 1 � 1 - -- E 7_ 3 \ LOT
- GAR - 747,501 95
�'�\ � � � . ' , ` y . LLe . • .. . � " •. ` `. / ` PROPOSED STOR(v1WA7 R ; �` ,- 75733 �.� `" • ' # � f � 1 1 - -� 1 1 fFE= 75:00 \ (� LOT -14- _ . / • . " j "` .l . • �
.
/ 75 - GAR- 8LU
• " " '" '` MANAGEMENT FACILITY'B' - • ` /• ` `LL ` • \ : " ' FF= 8 00 , �• 1 �
� \� a / • . i / " . .. . LL `. " • ' -1.`- • w`� `. _ 75 � 3- 754 i�111-74 .17 \ � \ \ _ - � \ � . � . ` • j • "
SEE VSMP PLAN FOR DETAILS " . ", (,�.: / LOT I FIFE= 0 1 1\\ \ - /
" .. " • , " V, / > _ - LOT \ 9 \ ` 744
(WPOzoz000053) C a . : {:`.'/ 100 / , 67,. G -755 I 1 1 T=746.671F-
L9
o� . J
/ r \ � \ � \ � ' � " `.� " \ . •/. `.I %.. � _ _/ {" . 165iv�T�746.z5 \ I LOB 1 1 \ \ \ � , , _ . �• ' `.74 . - i •i". • . i. - . � • � ✓
'
g { 74 7� ` j36 = ✓
Q
\ "�.e•/.`\. � -." LL� 6" gg
• . . . .
/ ) f ✓
�• -
LL-i
PROPOSED WALL / / i W ' `y`LL • / OO U
\ / - r I> I
-MA1INTE4ANCE EASEMENT 5=.=`.=
. . .
. "
1 - _
- _ _ / . PROPOSED WALL • `. % . .� " / LU
o \------- _ ---- _ 744
\----- \ - - MAX. HT.-6' 742,
S�%• OO
ioo' WPO BUFFER-
// ) \ \. ". ` " .•�".`.. / - / / \ � _ .,"`."`�"�`e „LL`� --LLB.•` � � -_ � - i`� �-' •" ."/•' - o; Cl)
SLOPES STEEPER THAN i SHALL BE PLANTED \ S %" ". ` \ / \ V`� ./ % OO
3 , PROPOSED SWM FACILITY &
WITH NATIVE STEEP SLOPE MIX WITH ANNUAL \// % ", • " 0O F_
`: MAINTENANCE EASEMENT / / / - __ - /0
- 52_\ RYEGRASS BY ERNST CONSERVATION SEEDS AT / ` / / \ O O /
\ - -a A RATE OF 6o LBS. PER ACRE OR z LB PER i 000 SF \ / / I O OO O / �� LU
W
PROPOSED SWM FACILITY & \ /" `" / UNLESS SPECIFIED OTHERWISE (TYP.) \ / \ \ / \ \ I O Q,'P �O
\ ( \ �� MAINTENANCE M EASEMENT \ i �` / / - / PROPOSED SWFACILITY &
��''/� / �� ✓' soo-YEARFLOODPLAIN MAINTENANCE EASEMENT
SEE VSMP PLAN (WP0202000053) / / /
OO /
FOR SWM OUTFALLDESIGN / ✓ / / � I OO / � � �
Oo O 0 W
1 J \ \ PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED ` / / j O I
\ \ OUTLET OUTLET PROTECTION w/ FILTER FABRIC - / / ' / O Q �- o ®®� O / / O
�\ \ UNDERLAYMENT (L=20', Wi=6', W2=22', D z 5') - - - - - � O O � O / � �C� O OO O / / O � � � ��
-PROJECT BOUNDARY (TYP.) y� -
/'EXISTING STREA
O
/
\V A y ✓ �,/ 70 - - �- �®mod/ / / = - / ✓
---
/
/ \ SCOTT R. LINS'Z
/
/
\
i
/
/
/
/
/
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
DIA.
(in.)
LENGTH
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLETTYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
64B
DI-313
CG-6
8
756.75
64A
15
27.68
1.16%
749.75
749.43
RCP
64
DI-313
CG-6
8
756.75
63
15
134.83
1.04%
749.33
747.93
RCP
62
DI-313
CG-6
8
755.33
61
15
32.18
1.03%
747.83
747.50
RCP
60
DI-3C
CG-6
6
755.08
59
24
51.28
0.62%
747.17
746.85
RCP
58
DI-313
CG-6
6
755.58
57
24
44.25
0.72%
746.75
746.43
RCP
56
MH
-
-
752.67
55
24
134.29
1.29%
746.33
744.60
RCP
54
DI-1
-
-
749.50
53
24
61.03
1.23%
744.50
743.75
RCP
60D
DI-7
-
-
754.50
60C
24
48.25
1.04%
749.00
748.50
RCP
60B
DI-3C
CG-6
12
754.67
60A
24
56.66
0.71%
748.50
747.27
RCP
YD-6D
24" Yard Drain
-
-
758.67
12
102.40
c
755.17
754.00
HOPE
YD-6C
12" Yard Drain
-
-
758.00
12
89.35
c
754.00
753.00
HOPE
YD-613
15" Yard Drain
-
-
757.00
12
56.00
c
753.00
752.33
HOPE
YD-6A
12' Yard Drain
-
-
756.67
12
75.90
c
752.33
751.50
HOPE
YD-6
12" Cleanout
-
-
756.00
12
19.35
c
751.50
750.00
HOPE
68B
DI-313
CG-6
8
754.75
68A
15
34.86
0.72%
747.75
747.50
RCP
68
DI-313
CG-6
6
754.75
67
15
206.62
0.97°k
746.00
744.00
RCP
66
DI-313
CG-6
6
749.76
65
15
176.53
1.12%
742.50
740.52
RCP
66B
DI-313
CG-6
10
749.83
66A
15
34.85
0.660
742.83
742.60
RCP
Drainage Easement Chart
Pipe No.
Size (inches)
Max Depth (feet)
Easement Width Required (feet)
Easement Width Provided (feet)
53
24
7.1
18.2
24
55
24
8.6
21.2
24
57
24
9.6
23.2
24
\ \ Ur
I /
O
O
i \ N
/ Q ---- // // GRAPHIC SCALE
\ (0)\o o \ i / 30 0 15 L 30 60 120
no
ET
i inch r�30 tt. /l _ Co1-Oo- --- --- 0- ` __ -
0�0�� - - - - - -
Q
Q
aL z
a
z Q_
L.L_ LU
I Q
N z
LU <
Q 0
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SHEET NO.
10
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES TRIP GENERATION CALCULATIONS
ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE
MAINTAINED:
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS
COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE
RIGHT-OF-WAY BEFORE BEING COVERED.
III. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY
TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS
AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE
ADT RATE
AM PEAK RATE
PM PEAK RATE
CODE 210: SINGLE FAMILY DETACHED UNITS
9.44
0.74
0.99
330.4VPD
25.9VPH
34.65VPH
PROPOSED-38 DWELLING UNITS
(165.2 ENTER/165.2 EXIT)
(6.48 ENTER/19.42 EXIT)
(21.83 ENTER/12.82 EXIT)
CODE 220: SINGLE FAMILYATTACHED UNITS
7.32
0.46
0.56
739.32 VPD
46.46 VPH
56.56 VPH
PROPOSED- 96 DWELLING UNITS
(369.66 ENTER/369.66 EXIT)
(10.69 ENTER/35.77 EXIT)
(35.63 ENTER/20.93 EXIT)
1069.72 VPD
72.36 VPH
91.21 VPH
TOTAL: 134 PROPOSED DWELLING UNITS
(534.86 ENTER/534.85 EXIT)
(17.17 ENTER/55.19 EXIT)
(57.46 ENTER/33.75 EXIT)
*TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL(10TH EDITION)
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vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON
COMPLETION AS PART OF THE FINAL INSPECTION. L� JJJ
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM \ \ Q
OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO
SCHEDULE AN INSPECTION. \ O
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL
REQUIRE ADDITIONAL TESTING OFTHE ROADS ATTHE DISCRETION OF VDOT
OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE
MAINTENANCE.
ALBEMARLE COUNTY
I
GENERAL CONSTRUCTION NOTES
N i
N i
8 L°T
1. PRIOR TO ANY CONS7RUC770N W/7NlN ANY EXISTING PUBLIC RIGHT-OF-WAY
INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE \ C R a9 aT
OBTAINED FROM THE WRGINIA DEPARTMENT OF 7RANSPORTA77ON (WOT). - -
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF i
i
WE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONS7RUC770N METHODS SHALL CONFORM TO CURRENT L.9'
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE N07ED.
J. EROSION AND SILTA77ON C0117ROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL BE -
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS77?UC770N.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WERE
REASONABLY OBTAINABLE, LESSER SLOPES OF J.-1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZA7701V MAT LINED DITCH MAY BE REQUIRED
WHEN IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. . -
7. ALL 7RAFFIC C0N77?OL SIGNS SHALL CONFORM WITH THE NRGINIA MANUAL
FOR UNIFORM 7RAFRC CON7ROL DEWC£S
8. UNLESS 07HERWSE N07£D, ALL CONCRETE PIPE SHALL BE REINFORCED - - -
CONCRETE PIPE -CLASS N. - -
9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE
COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48
HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE
SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR
APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE
EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL
BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS
NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN
GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO
THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 7)FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO
VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO
VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE
FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF THESE
PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE
AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO
PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT
ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR
PRESENT.
ROAD NOTES
GRADING:
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE
VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION
METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE
ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE
SATISFACTION OF THE ENGINEER.
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT.
OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE
REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCTION OF THE SUBGRADE.
DRAINAGE:
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER
OF ONE (1) FOOT.
PAVEMENT STRUCTURE IS PLACED. \ \
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, M \ \
CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO
PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD O
DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE \
AS SOON AS POSSIBLE.
134
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Pavement Design
RF= 1.0
Location
ADT
HCV
Design
All
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
McComb Street / Cling Lane (Public Road)
400
2
420
4
4
11.74
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Rambling Brook Lane (Public Road)
900
2
920
4
4
14.47
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
8
0.6
14.93
Dunnagan Drive (Public Road)
100
2
120
4
4
7.38
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Lexi Lane (Public Road)
100
2
120
4
4
7.38
SM-9.5
1.5
225
BM-25
3
225
21A
6
0.6
13.73
Litchford Road (Public Road)
150
2
170
4
4
8.59
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
Renwick Lane (Private Road)
150
2
170
4
4
8.59
ISM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
ACSA GENERAL WATER & SEWER CONDITIONS (September 1.4, 2021)
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE
AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE
FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK.
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE
THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF
UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED
WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN
ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN
INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS
NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT
EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION
SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(3.-800-552-7001).
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF
(3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE
CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE
LATERALS AND WATER LINES, ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF
ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE
RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
i0. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD
REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014
(SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
3.2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL
BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA
LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS.
VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED
BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE
OBTAINED BY THE CONTRACTOR.
3.3. THE SEWER LATERAL BEYOND THE CONNECTION ATA MANHOLE SHALL BE
PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER
LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS
DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER
PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE.
VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN
DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY
BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER
AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BYTHE
CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL
IS GIVEN BYTHE ACSA.
16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT
OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS
SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8
OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS.
i7. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS,
APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR
SEWER SERVICE BEING ESTABLISHED.
2.
STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR
WHERE FIELD CONDITIONS INDICATE.
3.
ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT
4.
OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER.
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
EXIST. ROUND
PAVEMENT:
1.
AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE
BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR
ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
EXIST. ROUND
2.
SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS
PLACED.
3.
TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED
GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE.
4.
THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE
IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE
SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
I
�
I
2" SM-9.5
SURFACE COURSE
8" 21-A
BASE COURSE
f ens s`rd"vE COMPACTED \��\ \
1D' �� 1' SUBGRADE
(TRAVEL LANE) (TRAVEL LANE)
20' E/P-E/P
zrPRIVATE ROAD R/w ASPHALT PAVING - EMERGENCY ACCESS ROAD
TYPICAL ALEE'Y SUCTION - 27' PRIVATE/' ROAD No SCALE
RENWICK LANE (PRITYATE ALLEY)
15 .ilPll DESIGN SPEED
NOT TO SCALE
NOTE: PROPOSED LANDSCAPING TO
Rey UTILIZE OUTER 3' OF PLANING STRIP c
PER 3' CLEAR ZONE REQUIREMENT
CG-6
j� 5' WIDE CONCRETE 3 CURB &GUTTER
SIDEWALK
3'7 CLEAT R ZONE i
EXIST. ROUND 2% 2%
3;1
6' PLANTING
STRIP I
EXIST. GROUND
EXIST. ROUND
EXIST. GROUND
NOTE: PROPOSED LANDSCAPING TO
UTIIJZE OUTER 3' OF PLANTING STRIP
PER 3' CLEAR ZONE REQUIREMENT CC-6
4" CONCRETE
3 CURB & GUTTER
SIDEWALK
CLEAR
T
I
2%
6' PLANTING
4" VDOT VDOT 21A
STRIP
STONE BASE
STONET
5
fi
B�5
2%
POINT OF
CG-6 C/L FINISHED GRADE
CURB & GUTTER CG-6
CURB & GUTTER
1/4".' 1' 114
°"a BHA %<LW 8EP0000
4" 1
BASE
4 WOT 7
POINT OF CG-6
FINISHED GRADE CURB & GUTTER I�3' J
C EAT I SURFACE
2% 2R
6' PLANTING
4' MOOT STRIP
5' WIDE CONCRETE
SIDEWALK
STONE BASE T erAS/UN& BA
SUBBASEONE STONEASE BASE I5 6.5 2.5 6 5
�AVELO LANE) (TRAVEo LANE I
24' F/C-F/C
49' R/W
TYPICAL NEI6!HB0.RH0010 STREET SUCTION (49 ' R/R'J
RAAlBLING BROOK LANIs; DUNNAGAN B)U)7A, & I=HFORO ROAD (ALL PUBLIC )?OADS)
GS-SSAR RESIDENTIAL & HIXED USE SUBDIVISION STREET DESIGN SPEED. 25 .#(PIT
NO PARKING PAYWITTED
NOT TO SCALE
NOTE: PROPOSED LANDSCAPING TO
SFEf)
UTILIZE OUTER 3' OF PLANTING STRIP CAL N' ON -STREET PARKING E OILY
M
PER 3' CLEAR ZONE REQUIREMENT (WEPE INDICAIm ON PLAN H
CG-6 POINT OF CG-6
5' WIDE CONCRETE 31 CURB & GUTTER FINISHED CURB & GUTTER 3' 5' WIDE CONCRET
SIDEWALK I� CLEAR ZONE�I GRADE I� CLEAR ZONE�I SIDEWALK
I I SURFACE I I
2Z 2% 2% 2%
6' PLANTING • ° •• ---. '
STRIP 6' PLANTING
STONE BASE 4" WOT 21
S STONE I SUBBASE STONE
STRIP Lr�77
B SE 5 6 2.5
TR 12.5' A-
TRAVELWAY
29' F/C-F/C
TYPICAL jVF16! BORH00D STRL'L'T SUCTION (54' R/#r)
LEXI LANE (PUBLIC ROAD)
OS=SSAR RESIDENTIAL & AOIXED USE SUBDIVISION STREET DESIGN SPEED- 25 A 1
PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED WITH "NO PARKING" SIGNS
NOT TO SCALE
C/t
INltllY' � -•�
I
31' F/C-F/C
ON-SIREET PARKING ONE -SUE ONLY
(W IX INDICATED ON PUN SHEET)
CG-6 4" CONCRETE
CURB & GUTTER SIDEWALK
29 EXIST. ROUND
IN
3.• Z
`... '• 6' PLANTING
4' oT STRIP 4" VDOT 21A
STIR STONE BASE
STOVE
Be
- - - - - - - EXIST. ROUND
NOT TO SCALE TYPICAL NLTI6!ffB0.RH00D STREET SUCTION (56 ' R11#r)
jkWOJfB STRls'ET/CLING LANE (PUBLIC ROAD)
GSSSAR RESIDENTIAL & AfIXED USE SUBDIVISION STREET DESIGN SPEED• B5 HPH
PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED WITH "NO PARKING" SIGNS
IIIIIIIIIIIIIII
EXISTING RAILROAD
TRIP GENERATI
111=100T
1 1' ° SM-9.5A
SURFACE COURSE
3" BM-25
INTERMEDIATE COURSE
6"-B" COMPACTED AGGREGATE
BASE COURSE, VDOT /21A
OR j
ULLTIMATE TRAFFIC LIMITS �y \\21B DEPENDING ON\ /\�'d�%�Ow /\
AND UNDERDRAINS
SR
ASPHALT PAVING - ROADS
NO SCALE
(VARIABLE WIDTH)
4" CONC.
NOTE.• J, 000 PSI
AT 28 DAYS,
OR STRONGER
3:1 4" 21-A STONE BASE
EXIST. GROUN CONCRETE SIDEWALK
3Z
EXIST. GROUND
EXIST. ROUND
EX/ RGTS . OUND I
NO SCALE
TOP
OF 4-
2" R
CURB
6"
.. a: a°
11 4
MIN.
1 6 2 DOT #57,#68, OR #78
STANDARD CG-6 STONE BASE UNDER CURB
CURB &GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
IJIJXENT TRAYEL LNE ASF T PAVEKNT WIDENING
11"a Eq£ OF EXISINC PAVEMENT
IAS DETEMMED N FFLD)
TILE( COAT THE EN.EFD
MMIIICTNW MINT ExIsrMO 0.411kr uYERE fFOPoSF➢ /SPH&T LAYERS
--_-_-- EXIBTND 9eBAE En- 91®AE
LOPILTED NIMMOE
CONSTRUCTION JOINT DETAIL
® RENDVE EXISTING ASPH&r LAYERS TO ENDING SUSEME AND REPLACE NTH PROPOSED MPH&T WIDENING LAYERS
® FPOPO.ED IM" 1 % W]I THON A4TPLT R AQE DDI I9EE NOTE s
: MIIMIM 12 INCIE%M GREATER AS NECESSARY TO /BJE DE SB FLL TICE EOF EKSTIN0 ASPH&T LAYERS
AS DETERNNED BY CORES (SEE JUTE W
NOTES
1. A &T PAVENOR WLEBNG EH&L NAYS A PAVENENT DOWN N XCRANJS WITH WEIKENT WOT MODED.IIES AND E IPHtO BY THE ENGINEER
E. THE PAVEIENE DESIGN FOR ASPH&T PAVEMENT WIDENING EMIL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF MEETING PAVENEM.
A. MXE DEMME OF THE EKETING NO PROPOSED PAVEIEM SH&L BE ADE ESSED IN THE PAVEMENT DESIGN.
3. A NNIWN OF THEM CORES SNRL BE TAKEH kOE THE CENTER OF THE IAIACEHT TRAVEL LINE TO DETERYE ME TYPE ANDTHICKNESS OF EXISTING
PAVEIENT _AYEM. THESE CONES 9INL BE SPA ND Nprt MAN END FEET MART.
4. THE NI .- TRAVEL INN EH LL E M A ~N DEPTH OF 1 V NCHES NU R ADDED WRH IN A &T SURFACE CdNSE TO BATCH THE
PROPOSED PAVEIENF MIENIND 9E GDURBE UNLESS WNVED BY K£ FNcrEER.
5. THE EH'WER NAY WtXWE THE NLING DEPTH OF THE ENSTNG PAVEMENT TO BE .NJETED TO ACHIEVE AN ACCFPTMLE PANEM tlM55-BLIXE
NB DEFECTIVE SURFACE ORANI .
S. EDITING PAVELENR NN NGS MD MMIERS WITHIN THE PROJECT OPTS BHILL E RESTORED SUBJECT TO THE IEROV& OF THE ENGINEER.
]. M& TRMSVEISE PAVENENT TE-IN SHNL CMOIN TO THE EMNEAEMS E ECTKKI 315.05(d E THE SPECER"TM EXCEPT THAT NL MINTS
AT TB-N LOCATIONS BMLL E TESTED 01NG A N FOOT STRAIGHTEDGE IN ACCORDANCE NTH THE REq.NENEMS E BECTNN 315.07(.) E ME
SPFCWICALNNG.
ASPHALT PAVEMENT WIDENING
FOR WIDENING SUBJECT TO TRAFFIC
VNONL EPMENENF OF TRASPORTATIpN
FICATXMI
E@]CE
No. 35791
12/27/214�
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SCALE
AS SHOWN
SHEET NO.
11
L44
(MINA°fry AT TQI PAVED SXdILDm
PAVEMENT
SIBmFDE •. alrLB! PPE
SEE lalE I R5) MAEMTE, xB
Yb„ ,•DLAEG,RTE m a69ML
DUMB MISSING US
YN6A%E GRIDA REDLwEMEM1T.
<E04E aF PAvpo slroupm)
PAVED SHOULDER SECTION
RIMPY DIRECTION
OF WATER FLOW
LLaamRAH e.", E FUREem Ham MIN AD GIITIFA
GmmTLE OR/NFGE PASSING g
f-0 AT TMIRKESE NOM 1
IbT AGGREGATE. Y
MODERATE OR GR9E0
GLASS METNG Rb
wG).TaR REOIEIENl.
CURB AND GUTTER SECTION
{5' ELBOW
wXELTIm
Y Im,
CONNECTOR vpr wn
FNPC"E POPPET
I-S. Y, BOON WTR
Ea. ELBOW
(TYYPIC&I
OUTLET PIPE
No SCALE
�voor
ROAN AV) RIME $TANDMDS STANDARD PAVEMENT EDGEDRAIN
IEET 1 7 3 1 RENEWED DATE
108.08 NYYA OEPFATLENT OF TRM6P AWN
LD-,
EW-IT
TOP OF CUT PAT LIMPS FEWITYP'Gµl
WPIPE TO
PAVEMENT BEEN.. WIIX AY
DITCH LEE ELeaw
FILE BONKE
CROSSDRAIN CD-1 AT LOWER EHD OF CUTS
CENTER LINE SECT KXJ TRAVEL LMIES�
(WITH TYPE ISELECT IMTERIK) _-!L'-_-_/y
)
TRENCH PLACEMENT Av PAr LOTS MR
CURET ME TO
LL LI HEM WITH 4E'
r PAVEMENT 9JRFMS R BASE TOE ELSON
OF nu
BV®A E
o' ITYPR'ALI
. asodad r5E1LCi MASERSµ TYPE ImB / o:oNS]KGRE iE, kB KGFdGATE mCR1AHfD
-T •••• CLA44 NEETINE AB EDUCATION REQUIREMENTS. PLAN VIEW
GEOTexWLL GARBAGE F.mn (PLACEMENT OF CD-1 CROSSDRAIN)
OR _- PAVELENT SAFKE 6 BME
" o f w5BA5E R CEMENT STKLEED SAMME
o a o SELECT MATERIAL TrMZGR $ "Ml
6.HT ICEMEDR LIME STASSIBMI
F ....:::.' �0�0�040 0
,151 MLGRATE. NB AGGREGATE OR CISHEU
GfOTfIITLF sEErac Me Arx RQURXEXrs.R/I
GENERAL NOTES
F%RE
L UNLER SFEOFlCMLY MDCAIMEACHMSDRMN WILL MT BE
LOCATED AT T45 PONT WHEN BOTH SUBGASE AND SUBGRKE ME STABILIZED.
2. 1RENCH SHµL 6E FLLED WELL! AGGRAMMOUGMLY EGE D THAND BARRED TO
E6URE COMEX ESS
NON -PERFORATED OUTLET PIPE 3. CUTLET PIPE SHEI BEGIN AT THE DIKE DF TIE TRAVEL LANE PAVEMENT AND
811 l BE PLACED ON A ONCE PMM1LEL TO THE SHOULDER $EWE 2; YN. 13;
OEBRMIEI AM
MUSEUM STRENGTH *. M CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE
KTLE oR` NµxMOOLE$ PA K. THEY ME To ME LOCATED 50 As TO ORAN RTC DROP
5. W SUPEIEEVATED SECTIONELBRENCN IS TO BE UNDER ENTIRE PAVEMENT AREA
70 EST WANT To EST KKK WITH GIBLET PRE ON LOW SALE ONLY.
8, INVERT EIEVATIXI AT CUTLET END OF OUTSET PRE TO SE A ... OE T'O" ABOVE
RIVERi ELEVATION OF RECEIVING MANAGE CHCH YL STRUCTURE.
N WALL TXICKNEES (MIN) - INCHES L µL CONNECTIONS IELBpWS, WTES. ETC.1 WIDN PAY CANTS FOR GUSSET PIPE ARE TO
NNN TESTED ACCORDING !O ARTM 0-2412 AT S; mRELPIW. BE OF THE SAME CRUSXNG STRENGTH AS THE OUTLET RPE.
8. CUTLET PPE TO BE SECURELY CIRRI TO Ew-UM OTHER DRMIAE
STRWIME.
�VOOT STANDARD CROSSDRAIN SPECIFICATION
REFERENCE
ROAD AND MME STANDARDS
S,EET 1 OF 1 REVISION DATE (AT LOWER END OF CUTS) 23T
av1R 501
IW.OA VRCJ2A DEPARTMENT OF TRANSPORTATION 101
151/2• EJIW. LFA 194 CAST RON CNOUT FRAME AND LID
10114" iWA ED RUSH WITH RN6HED SURFACE
CONCRETE COLLINS POURED
) la„ SEE PAVEMENT
AROUNDCLAN EOUECOVER
EXISTING GRADE REPLACEMENT
(3500 P5n
REQUIREMENTS
PVC FEMALE CLFANOUTADAPTER
:..\
WIRI INVERTED NUT SCREWCAPOR
/ 'RAT SLOTTED SCREW CAP
N-SEAL No. 5406-10 AIDS*
* METH 101/4' BAND
PVC PIPE SEE GRCKRLL AND
BEDDING
45" BEND REQUIRE
PVC PIPE SEWER LATERAL
R ELIRE
T --- SMTTARYLATERAL� WYE
------------
BOTTaM OFTRENCN SE ,CTION 'A -A'
SEWER
CUSTOMERS PROPERTY
EASEMENT OR RIGHT-OF-WAY
FLINRE
SANITARY LATERAL
(WHEN INLINE LAYOUT REQ'D)
l.
:+ Y. CAST IRON CLFANOLIT
'
j N FRAME AND LID
HO •y
"I..
------�
I, Y
1
-- -WE
� AEA' Th
SEWER LATERAL
c r
n.l..
A
A
1
CONCRETE 45°BEND
COLLARM. 1
L
- - - -
-
PLAN VIEW--------JT
STANDARD SANITARY CLEANOUT
IN PAVED AREAS
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES
I_I0't-
5 III II.5'_I f
WATER SEWER
3 p
a P
�
LOCATION OF OTHER UTILITIES C
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC,)
EASEMENT WIDTHS, WATER OR SEWER ONLY - 20, MINIMUM
WATER B SEWER 30' MINIMUM
I SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER IE SEWER SYSTEMS,
4" DIAMETER BRANCH
AND VALVE -
NOTE! WHEN A FEGESTRAH ACCESS ROUTE
CROSSES A MOMENTA ENTRANCE
THE CROS BOOM SEAL BE 29 FOR
A WIDTH CP 5 MET.
j A
GENERAL NOTES
(PARENTS TO BE AS
W MESTREET APPROACH GAME SRFKING
o ASMNNWE WADWAY (SEE NOTE 31
91OWN CN PLANS)
(wIDUS TO BE AS
1. WHEN LIKED N LONJHCiXIN WITX STINOMM AM
ME GO-]. THE CUM FACE ON IniS STMVO'M 5 10
_ _ _ _ _
_
SHOWN ON REAMS)
ff HASTEN i0 MATCH THE MOUNTABLE CURB
GOD OR CII
CONFIGURATION.
WATER
/---
p. SEE STANDARD CG'12 FOR CURB RMIP DESIGN 10 £
SBEWKK
USED NTH THISSTRa.
WµK
SEE
NOTE 5l
s OP,cl UNPAVED SPACE
MAINLINE PAVEMENT EI BE CONSTRUCTED TO THE
FLOW LIE
3.
R/w LIME (EXCEPT ANY SUEGRME sTARw)ATaN
--� �
LEAN FOR MUNDANE PAVEMENT WHICH CAN HE
EXPANSION
EXPANSION
EMITTED IN TE ENTRANCE)
IMET
C RMUL CURB OR COMBINATION CAS AND GUTTER
NOl WIDTH BE 2'-0" OR
/3 SLY MMNLINE ROADWAY
S L NOT M CONSTRUCTED BEYOND THE KUN LIME
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON TYPICAL
S CTION. Aa.l
PLAN VIEW
ENTRANCE NOTES
5, WHEN THE ENTRANCE EVER CANNOT ACCOMMODATE THE
MMELM ROADWAY SLOPE
TURNING REINUREMENTS ANTICIPATED
TRAI THE DEPTH FOR `SDEWµK
E CURB VPUMPSLK
PVC SLED
IO PMVBGMC CURVE (EHT"MP£ OXLYI
WAIN THE LINTS W THE RMASIRLLO
INCREASED TO 7". (SEE CG-ID
M
EDGE OF PAVEMENT W
v
WPUMµ ROW LIKE
RIDE CXNxE ® - --- p
B PLANS ME TO IMMUNE WHEN CONSTRUCTION OF A FLOM
LANE
LINE 15 REWIRED TO PROVED POSITIVE DAMAGE ACROSS
THRUST BLI
MMMIIE ROKWAY
_ __NOTE IT
THE ENTRANCE.
Bx MA%. ® _ O
7. THE DESIRABLE AND W"WM ENTRANCE MRKE CHANGES
DUKE CH.
o
q' ME LISTED IN THE µLOW)8LE ENTRANCE GRACE
TABLE. THESE VALUED ARE NOT MRLIGBLE TO STREET
VALVE IiOSt-
..CT..
s u
NO
COM ERCIALE ENTRANCE
INTERSECTION NOTES
S. WEN CPI Is USED FOR STREET CONNECTIONS. THE
M.J. FITTING-
® CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED IN KCADI WITH
M91T0 POLICY ANDTHE APPLICABLE REQUIREMENTS
OF THE VWT POK DESIGN MINA. INC TO STOPPING
SECTION A - A
MIGHT DISTANCE MD K VALUE REQUIREMENT s.
9. WTNNµ ROWLFE MAY REGIME WKPING OF A
NATIO CUTTER iTI PROVED POSITIVE W.VNALE
IgRTIW UTTER ToION.
\
"
TALE
TH
ITII'_llla
ALLOWABLE ENTRANCE GRADE CHANGES
Ix.E.S.I K •�•••
MASS
-
-�
=.on IE
SECTION C-C
ENTRANCE VOLUME
A., C ANGRE
MAOAAI
LEND
LESS HE
NOTE: µLOWKLE ENTRANCE GRACE TABLE IS NOT
APPLICABLE TO STREET L NM�VOOT'
SPECIFICATION
REFERENCEMETHOD OF TREATMENT
RaK AND ewOGE srANGARos
NO(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REv1sDN OprE sl¢T 1 W 1
NRGINM DEPARTMENT OF TRANSPORTATIONOT/1, 30.504
ix CG-BB
E�
C e I I.
WROTH OF ENTRMKM
d
EWSTNG
W PROPOSED
EYPMSNN ANi
SNfWKN OR $9EWKN SPACE
EXPANSION BMW
3 Lx
I�
A
INyuCEO w
EM
EnTIMNE GUTTER
•�
E
3
k
g
"
k�
MUNNSMN
10NT
[FHNL}owp�Nu�rE
DEygML[ MiN4W HE
0
W
AB50. L. NNNW 1Y
EDGE or PAVENNT
r cj
LIMITS DF RED.
ACCESS ROUTEIA -
LNIT$ Oi RED.
ACCESS ROVTE®
VOX-iRAVERSMLE :
UNPAVED SPACE
UWAVED SPACE
TH
ENIRMLE
W,z
x
LIMITS OF RED. 6
WILT DF PEO
E55ROUTE® xON TRAVEMKLE
KCE55 RCL.SE I$
PEDESTRIAN ACCESS ROUTE DETAIL WITH &
WITHOUT UNPAVED SPACE
KgTONµ RIGxI-CP-WAY I$ XE RED P TIE wT5
W FEWSTRIFM KCE55 FOIIIE EXTEND BEYOND
O„
L 0
Exlsnxc A PROPoYD wDT R -OF WAY.
I
X
(B FEDE5TMAN ACCESS ROMES PROVNE A CONTINUOUS
P'
UMKSTPVLTED,SLBLE, FIRM AND SIP RE561ANT
CGNECTIxc ALL KCEsmELEMENTS Exrs CP A
be6 '4.4d"
FµlUTY THAT CAN BE KRIDACNED. E'MRS AND
IL40 er PEDESTRMs. IF Koss INOJIE Is KJPLExr
To RAM, OF GAS. N1$INU INUY N1. D SE R'.
SECTION F-F
HALF PLAN
- I IF OPOULUTMMINwM EWAL .TIg1TEs B® NE eIr
PRONGED,A 4NIWY RAVERS f WDTX
2'.D' .
5 REWIED WITH A Ml CROSS MORE.
'E^I
N.
EX USED M CCNUM IVM WIN STANDARD
PANKOLIC LG-3 OR GG-),THE CUM FACE CN THIS
YWD
STANDARD Is TO BE MAOSTED TO WTCIE X T
CURVE WMRB UNILE CUCONFIGURATION,IGURATION,
90'0�0'9�•o'e.
NR4AL GUTTER ® - ---
A,
SECTION E-E
. .4'oe
NX
-
sY.e.46e.
ADx To IDx RANGE
L,f^3"1
c ° b:
NAss TIT WSSs3 conc.
a WeaPeg§gseSS°
•"
R- AccR. EMS TYPE E szE
T1e
A POINT W CRANE cxNYa£
•. '•
•X•'b'
13x MAY $LOVE S•-D-
•p
FOR CUM MD GUTTER LLEY I
N. .*'. �w'
MR SIDEWALK CURB AND GUTTER
WLI CONCNr
WIEn
z z V % MYIMUM INCREASE M SLOPE AT N2MW 10' INTERVALS
• , "
eyZC" _.
SECTION C-C
We,4,
z 3 x "AlINDECREASE IN LURE FOR FIRST ICE IMERVK ,UM
" % MAXIMUM DECREASE FOR SUCCEEDING NIXONYNYW D' MTERVµS
SECTION D-D
sPECRIcproN
XVIEXT
HER
STANDARD
ENTRANCE GUTTER
ROM AND DODGE STANDARDS
REVISION DATE
GHEE! 1 01 I
302
MOUT
NRGIMA DEPARTMENT OF
07/15
PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE
WITH PART V, SECTION G OF THESE SPECIDCATONS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT
90* TO THE RIGHT OF WAY.
UTILITY LOCATIONS &EASEMENT WIDTHS
NTS
FIG W-1
BOX
VARIES
RESTRAINED JOINT FITTINGS
ON-LINE
(TYPE E"BED)
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
eZ4• IN B• INITIAL BACKFlLLU6-
#61BEDDING
STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
Lit
ACKFILL
AS
ACSA
#68 STONE
STABLE SOIL OR ROCK
NOTE :
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2, NO ROCKS LARGER THAN 6- IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" UFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES,
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
PLACE T GALVANIZED " WITNESS • POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
PLUG a TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE -\
ME
ERE
VAKILS THREADED COUPLING III
BRASSNIPPLE AND PVC
o CAP
T LUBRICATE ALL THREADS
10
METER BOX (SEE FIG. W-7)
NO. 57 STONE WATER
2" PIPE SLOPED
TO DRAIN IF
ADJUSTABLE TRAFFIC RATED
VALVE BOX W/ LID
M.4 GATE VALVE
LNE
GRADE ALLOWS
2" BRASS PIPE 2500 P.S.I.
VARIES VARIES CONCRETE 8 2'x 2' BEARING AREA
�• I THRUST BLOCK :,4 °
2" THREADED TAP
WATER MAIN AND VALVE
ARE SAME SIZE PLUG 4
a
DEAD END
(TYPE "A") NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE
TYPICAL BLOW -OFF ASSEMBLY TYPICAL GATE VALVE
NTS
NTS
FIG. Ill FIG. W-6
TO-19
ro-9 D
FRAME & COVER
(SEE FIG. S-1-DE)
STREET SURFACE OR
ggaa %
W
W
PIPE
DEGREE
BEND
DIMENSIONS
•
•
P
VOL.
'SEE AND PLUGS
VOL.
SIZE
OF
FEET
CU.YD.
(
Cu.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
.01
0.24
4" & 6"
�`
2.00
2,25
1121
2.60
0.15
2.OD
2.25
2.50
0.75
22 1 /2
1.50
2.00
2.52
0.10
111/4
1.50
2.00
2.50
0.10
90
3.68
3.18
3.21
O.4B
B
45
221/2
2.88
1.66
288
218
2]J
289
0.28
0.13
3.16
291
2.Bfi
0.32
111/4
1.66
218
287
0.13
90
4.83
3.83
342
0.83
10" & 12"
�
3.33
3.58
2.95
0.M3
3.63
0.00
2.&3
0.52
221/2
2,33
2.58
288
0.24
11 1/4
1.63
2.33
2.84
0.18
1' DOM NICA N x ]/1' YMF PIPE
OR APPROVED MORE
: ;,'
NLMAINING BACKFlLL SHALL
NON -PAVED AREA
1.NOT
36"MIN
CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
SLOPED AREA -�
SET DOGHOUSE BASE
ON CONCRETE BLOCKS
EXISTNG SANITARY
SEWER PIPE
DIMENSION
'
DOGHOUSE OPENING SHALL
MIN. 12' CLEARANCE
24"MI
` 1' O" MAX
BE PREFORMED BY
_
_
A
BETWEEN EXISTING PIPE
B"MIN
INTIAL BACKFlLL*
MANUFACTURER OR
SAW CUT To FIT PIPE
AND STONE BEDDING
EMBEDMENT
6" LIFTS
( )
OUTSIDE DIAMATER
" THOROUGHLY COMPACTED
PLUS 6'.
SPRING LINE
BY HAND OR APPROVED
1z• THICK woT
OF PIPE
O
MECHANICAL TAMPER
RUBBER COATED STEEL
e'Xe'Kt 6" AND 4'X8%16" `
IF NG. BB STONE BEDDING
N0. 68 STONE
HAUNCHING
STEPS CAST IN PLACE
3'-0"
MIN
CONCRETE BLOCKS"
�MArvl
DOGHOUSEBASE
BEDDING 6MUD max
4" min
PRECAST REINFORCED
*.
WALL
CONCRETE SECTIONS
MIN
OUNDATION (SHALL BE
"O" RING SEALS
4 16" MAX
:
DOWo05EDLE OFENINB6.
c�eove,,,,,,,,,,,,,,".",
BASE SHALL
REQUIRED MIEN SOIL
CONDITIONS ARE UNSTABLE
MINIMUM ELEVATION
AROUND E%ISTNC PIPE
BE CONSTRUCTED AS SHOWN
NW a9Bo PSI CONCRETE
ALL PIPE)
DIFFERENCE ACROSS M.H. 5"
4'-O"
ON FlcureE S-I-A
OR NON -SHRINKING GROUT
FROM INLET TO OUTLET
'
SHALL BE 0.20 FEET.
CONCRETE
° .'
VARIES
DEPTH OF FLOW
LETS
ALLOW CONCRETE
To Mow A MIN.
WRAP EXISTING PIPE WITH
CHAIN LL TO BE
DIAMETER OF
�I
,
1'-0" BEYOND BASE
GASKET MATERIAL
NEOPRENEFOFILLING
BEFORE FINING THE OPENING
NOTE
CONTRIBUTING
CON
- �'=--
OF STRUCTURE
NEOPRENE SECURED BY 2 NON
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BEN'
TT°
° 12"
CORROSIVE STRAPS. 1 ON
EACH SIDE of OPENING
BACKFILLED ENTIRELY WITH NO. 21A STONE,
IN
A FILLETED INVERT
FOR A SMQO '•a'
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
TRANSITION FLOW BETWEEN
12- MN. CAST -IN PLACE
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68
INLET IT OUTLET PIPE SHALL BE
INLET
3.000 PSI CONCRETE BASE
STONE SHALL BE PROVIDED'
D. MIN. 6" BEDDING
FOUNDATION SECTION VIEW
3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
NOTE W/ NO. 68 STONE
IL,N,
BEDDING OF NO. 68 STONE'
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
NOES:
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
1. CONSTRUCT A FORMED INVERT FROM NEWIIHII
SEWER E TO ALLOW
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
FLOW TO THE EXISTING PIPE.
EXTENDED OR NON -EXTENDED BASES.
2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE.
3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED &GROUTED
3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6"
INSIDE AND OUT.
OF THE MANHOLE WALLSTHE AFTER THE F AND SHELF HAVE
TYPICAL SEWER PIPE
BEEN FORMED, AND THE MIT HAS BEENN FULLY TESTED IN
TYPICAL MANHOLE SECTION
ACCORDANCE WITH THESE SPECIFICATIONS.
INSTALLATION IN TRENCH
TYPICAL MANHOLE BASE
SHOWING BRANCH TIE-IN
SHOWING "DOGHOUSE" INSTALLATION
NTS
N.T.S
N.T.S
FIG. S-3
FIG. S-1-A
FIG. S-1-Ai
TD-26
TD-•34
TD-25
`F" aA-, -�
"5 I CD-2
DOWELS, B" LRG I PRi MEE ` �{�
1i IT' C-C 5^•IN. U.N.
,Tn M Y.s'Mx PAVEENT O' LIMITS OF PAY FEW
sL1330.4E 1W OF CUT CE,
24 Wx W
W'W.. ME I. W FEL
p cDWINAtXIx WDExDRAx W EW-Iz
y 12H MM y 8 G%\ `LL CITCX tiYRCµ)� TI- SXdiWR LONE
LL JJN KA LINE
IL MOVEOF PAYELEmm
WITH BUFFER STRIP CROSSDRAN CD-2 ON FILLS I L'eT�Do TwAtt LARDS
RAMP 4J RUP ` CENTER LINE SECTION -------Ty'a-1--------k---
LSEE }TREE) A LSEE }ABLE) `TO 1TRHROWTER RANIP L$LORD y.MX IWITN TYPE 15ELEC1 MATERM I 1
LTR/ANMITW WTIVR PAN SLOPE EU}im PM NOxIWM SLOPE 30�1 EDGE CP PAVEMENT
TO zO, TFRWGI xµP LENGTH sWUDER uAf
N-"N' -C TRENCH PLACEMENT
PICA)r i AL
TOE O FILL
r PAVYANE sUWF E 6 RAY
5' -U MIN
SIvaE IO MATCry FME SUpolq LINTS O PAY FIRE
OF ROKwpY cuW WITHOUT BUFFER STRIP OUTLET RPE
BACK CL NRB ao.o�A o. -SELECT MATERIA TYPE IORa
eon .e „M EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT PLAN VIEW SHOWING PLACEMENT OF
,4,q." oo• CD-2 CROSSORAIN
-7 AGGREGATE. EB AGGREGATE m CRUSHED
GEOTEXTLE •I,O GLASS IEErNI INa GRADATION REWREMENTS.
2 ""I SECTION A -A « 11DY- DRAINAGE NON -PERFORATED OUTLET PIPE
LBR CRUSHED STRENGTH
n14R EASING
DETECTABLE WANNI SURFACE PERM BLE MASS MI DR
C0NSTWCIT. _
6" MGM
111 6.CROSSwAN y-b" r rPAVEM:Hi BUREKE L BASE
• • '� ORE
o o SWBAY ON CEMENT STMERED AffiASE
' J " P x REAL THICKNESS WIN) -INCHES
o" ♦SELECT INC I TYPE A AINR/31E
MEN
SECTION B-D ems% WM �O�o:O "O`''o:OPo� (CEMENT OR ONE: STMLI2EDI VAN TESTED ACCORDING TO MN D-Ntt AT 5;DEFLECTION.
NOTES: C(" L ONE DRECTION o *57 AGGREGATE, x5 IMMEDIATE OR CRUSHED
1, FOR GENEM HATES ON THE ETECTKLE WARNING SWFKE, ONE DIRECTION WITX BUFFER STRP GEOTE%iLE MEANS MEETING E8 MUTATION REQUIREMENTS.
SEE ON El I R s. WITHOUT BUFFER STRIP FABRIC E r-M" GENERAL NOTES
T. TE MOORS LENGTH OF PARM.LEL RAMP 5 ENIIED TO 15 FEET,
REGM0.ESSOE THE AWE. 1. TRENCH SNKL So FILLED WITH AGGREGATE AARMiMgOUGHLY NTAPED !O
3. GETTER PAN SHALL BE 1 WAGNER SLIDE OF TO'11T THE RMP OPENING. EA INSURE COMPACTNESS,a. (REVENUE PLACEMENT IS NOT PERMITTED. �t> MPRpKH MILK PAVEMENT2. CURET PIPE SE&L BEEIN AT THE EGGS OF THE TRAVEL LANE PAVEMENT AND
i MNµL BE PLACED ON A GRKE PARALLEL TO THE SRNILER SLOPE T ; MN C!,
MUNA LEI COME
TYPE 8 PARALLEL
APPLICATION
ROADWAY RACE
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D
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1
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a
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CHRISTI II BRIDGE APPROACH SLABS E W THE SAE RUINING STRENGTH M TE OUTLET PPE.
TWO DIRECTIONS SMALLER RADII TWO DIRECTIm"""ONS LARGER RADII 7. MEET PPE To E SECURELY CONNECTED TO EN-1zR ENTER MANAGE
WITHOUT BUFFER STRIP WITH BUFFER STRIP $1RMTWY'
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ROAN Mo p16WE sTMONDs CG-12 DETECTABLE WARNING SURFACE
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STANDARD CROSSDRAIN
READ AND BRIDGE STANDARDS
SEEP 3 DF 5 REnsax DATE TYPE B (PARALLEL) APPLICATION
�1
(AT GRADE SAGS AND BRIDGE APPROACHES)
MISSION DATE
BEET I W I
3N P5 W/19 VIRGINIA DEPARTMENT O TRANSPORTATION
A'CUOI
SN
TW
MGNA DEPARTMENT W TRANSPORTATONX
OT/W
IpR.pS
VA
CC-12 M7E:MMMMNTS OF GORE RAMPS MYRUSI W TXE FCUWNXG
xYMMUC CEMENT SIDEWALK IEEPTx IN INCHES. AREA N SQUARE INDEED
CAN WHEN FIN ICO2 OR MG-3 M THEM FEET)
GENERAL NOTES` DETECTABLE WARND MANAGE ,MIA IN MONTE YANO51
EKX OF THE MOVE ITEMS 15 A SEPARATE PAT ITEM AND SHOULD
L THE DETECTABLE WARNING sxµt BE PROVIDED 81 TRAMMED WIES BE WWMZED FOR EMI CURB MET RAP,
2. µL DETECTABLE WARNING SURFACE PRODUCTS SHµL GET THE RMURNENl5
W SECTION 501 OF THE SPECiMAIEYb FOR Cl DElEC1ML£ WARNING MILLS M. IUL`! RARIP NMI W.
DETECTABLE WARNING SURFACE PRC 7S HEED BNM SE FROM THE YKE"NLS 40n YM
APPROVED PRODUCT LIST NOI&R 72.
3. SLOPING SEES OF CURB RAMP MAY BE POURED MONOLITKKMIY WITH R. 1
FLOOR OR BY MING PN6SINf CONSTRUCTION S)m BEEN SEGUED BANS 4'
4. WWWD BARS ME TO BE NOT % B' PLKm TCENTER M CORER µPOD
BOTH ACES OF TXE RMP FLOOR, LM-0EPIH OF RMAP FLOUR. N1MA A
YA%
CONCRETE COVER 1'1 10.1
5. ROADWAY CURB / CAN AND WT1ER SLOPE TR NSTpN5 AAIILENT TO CUM TYPE A
RAMPS AS TNCLWE➢ IN PAYMENT FOR cu1B A CURB MD MUTTER, PERPENDICULAR
S. CAR PAPS ME REQUIRED FOR SOFWAKS AND SHAPED USE PATHS. 1NE MIN BE
THE NRB RM1P SnµL MATCH SIDE IN Wgix. WHEN CVRB RAPS NE VffD N
CONJUNCTION WITH A SHARED USE PAT THE MINIMUM W METH SHALE BE THE BOTH
BEIRE SHAPED WE PATH. 'L
s MN
"ABLE
7. CETE WMNNCS SNML EXTEND THE FULL WITH O THE • MA% T
I
LMB RMP LMRIG FLOOR, 12 A !2 l
8. CURB SNPS WILL BE NSTALED AND LOCATED WITHIN PEDESTPoK CR055'AAL(5 ,
A4 9DWX M PLANS OR AS DIRECTED BY I. EVOKER. WR" RAPS SHOULD
NOT BE LOCATED BENNO VEHICLE STOP LINES UGTT MOUNTED NYDRMTS DROP
ES
wLEr;ETc. TYPE B
ti
G)
9. RAW S MAY E PLACED ON RANIµ OR IMMATURE MEETING PPONDED TOT PARALLEL
IF
_X
THE CURB DPENNG IS PLACED WITNN THIS EMITS OF THE ORCHESTRA!( WHO �E
THAT THEBOOM AT TE CONNECTION W THE CURB OPENING B
1
(a
- N
a Lr, LOW>f .1:N
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o
10. DETECTABLE WARNING SURFACE PANELS IDEAL E INSTALLED FLESH WITH LL
THE BACK W CUB.
11. WHERE CURE RAPS -LEVEL A RMYL SECTION W CAR AT CAEURCES Tblt� L 6
OR STREET CONNECTIONS THE DIETICIANS WARNING SURFACE 9NAL HAVE EE XrA
yMM"
A
A FACTOR MIA OR BE FED-YWPIED K RECOMMENDED BY THE
NUFACTUER !0 MATCH THE BALK OF CUMF SEE M-12-INS PALES 204.06
ANG 204.07 FEW METHODS W INSTALLING DETECTABLE WMNNGS ON A R/IXUs. 4. WN
T Al.. 2 XIGNm IXAN
EDGE OF PAVEMENT
ATXX .SAS AS TOP Of CURB
TYPE C
PARALLEL N PERPENDICULAR
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SEE NOTE N. BANE DMETER PAT LYl9
DETECTABLE WANING TRUNCATED DOME
INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING
DETAIL
`VpOT
A CRY O THE PAGANµ SEALED MD SIGNED MEANING 6 ON ME IN THE CENTRAL OFFICE.
SPEOFICAINx
ROAN AND RIDGE STANDARDS
CG-12 DETECTABLE WARNING SURFACE
"Y YRDCY
CDs
SO2
(GENERAL NOTES)
sH¢! 1 Of 5
Fal DATE
304.01
04/19
VIRGINIA DEPARTMENT OF 1RANSPRIATR
504
T�
V
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FRAME SECTION
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REEft MERGE WHEN M MKATA
NICK Is NOT PROVES.
SINGLE SERVICE
H.
O sMNF9 NNL EE USED ER PWL PONE.
NOTE: HYDRANT MUST BE
EQUIPPED PATH CHARLOTTES-
VILLE THREADS WHICH IS
QTHE
LOCAL STANDARD.
LENGTH OF BRANCH VARIES
6' MIN
2' TO f0'
(2701
18"-22"
7 CU. FL
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#68 STONES
I
2LOC F.B.I. CONCRETE V :}
BASE AND THRUST
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WHEN THE SOIL IS DISTURBED OR W WHEN
RESTRAINED JOINT FITTINGS
A HYDRANT IS LOCATED IN A FILL, IN ADOMON
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE :
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE-
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE VALVE BOX. SH
ALL SLGPE AWAY FROM THE FIRE HYDRANT AND
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
�
SCOTT/R, CbILINSZ
TJ No. 35791
11/4/21
NOW o��sSrONAL ET Ol
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
d
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
Z
O
C
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
O
E
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7
OnFIG,
=
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Z
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NOTES:L9
(i) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS,
TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES
(5/8" & 1" METERS) (5/8 -1 METERS)
co
NTS NTS
FIG. W-7
FIG. W-BA
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I- SEWER SERVICE LATERAL CONNECTION NOTES:
J 1. WERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 1 Q
? AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
12"
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
CV
LATERAL PIPE SHALL BE AT LEAST HIGHER THAN THE
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O
w
^
TOP (CROWN) ELEVATOR OF THE THE
TO THE MANHOLE.
3000 PSI CONC. BASE
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N
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3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2EMINE �Q
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5. ALL SFEET. LATERALS SHALL
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LLI
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BRANCH
TREATED
J
2"
FLEXIBLE CONNECTION -J NOTE:
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
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CONNECTION BOOT '
oINSTALLED
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
NTS
FIG. S-I-B
TD-27
(4) i• (25mm) DIA HOLES
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SECTION N.T.S FIG SR-E
TD-32
JOB NO.
182154
SCALE
N/A
SHEET NO.
12
LOW PT STA: 23+84.00
LOW PT ELEV:736.79 TH OF�t
PVI STA:24+34.00
750
PVI ELEV:737.40 750
NOTE: ALL ROADWAY EMBANKMENT MATERIAL O SCOTT R. LINS
SHALL CONSIST OF SOIL AND BE PLACED IN u No. 35791 ,a
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 0� 12/27/21
INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH �SSIONAL E��l
VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN
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182154
26+5o 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 SCALE
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RAMBLING BROOK LANE PROFILE SHEET o'
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13
FIRE
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w
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u m
w Y Q
V w
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m
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w
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740
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LOW PT STA: i7+38.0o vi j
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7 m
RAMBLING BROOK LN (STA. zo+zo)
w
w
PVI STA:z8+35�5
w/ LITCHFORD ROAD (STA. zo+oo)
735
PVI ELEV:7ii.66
i.zo%
735
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IL
LVGigS.00
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o �
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PROPOSED 8"x8" TEE
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8" SANITARY
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z N
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720
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1
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FIRE HYDRANT ASSEMBY
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INTERSECTION OF RAMBLING BROOK LN (STA.
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765
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760
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745
0
745
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zz+o3.z5
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LOW PT ELEV:7ig.yz
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�
�
725
_z
M
p
F= v~i
ROPOSED 8" CL. 5z DI W
EXISTING ROAD
GRADE
PROPOSED 8"x8"TEE
& (z) - 8" G.V.
720
-i.00%
720
POSED TYPE A
OFF ASSEMBLY
EXISTING
VDOT STD. CD-2
PROPOSED
8"X6"
REDUCER
EXISTING STORM
EXISTING STORM
5�8�
SEWER CROSSING
SEWER CROSSING
ROPOSED
6" CL.
5z DI WATERLINE
715
i.o
1 6,
PROPOSED
8" SANITARY
y" CL. 53 DI WATERLINE
SEWER CROSSING
(EXISTING
PROPOSED 6"x6" TEE
STORM
& (z)-6 " G.V.
i
PROPOSED 6" zz.5°
SEWER CROSSING
710
PROPOSED
y" zz.5°
ROPOSED 6"xy" REDUCER
VERTICAL BENDS
710
VERTICAL
BENDS
EXISTING SANITARY
SEWER CROSSING
°� N
� 1p
d coN N ^
M �
� �
W Ol
^ OD
N
N
N
O N
� N
� N O N
N N
� M
� M
N S�
75O 750
745 Lower srA: 10+57_5o
N
745
LOW PT ELEV:728.71
H N
PVI STA:1o+80loo EXISTING GRADE
c ¢
PVI ELEV:729.16 I
K:47 65 HIGH PT STA: 11+62.50
lip
v
w
LOW T STA: 10+15.0LVC:45.00 HIGH PT ELEV: 731.38
O ¢
O
74 LOW T ELEV:727.91 PVI STA:11+40.00
Z
m J
74 O
PVI TA:io+3.5.00 0
H� 0,o
PVI ELEV:730-93
o V
PVI ELEV:727.86 ��
m K:47.65
w
p
K:z.So o
^
^ LVC:45.00
ry
w z
=w
Nw
LVC:1o.00
w
v
w
F m
U
735 0� �q,
m V
w 10/1 N
ems
co
0 z
Nm
J �i
735
w
-
+ + INS
w
N lii
oW °w
L;i>
vi>
� m Uw
mm
ww 2.00%
/
730
730
ROPOSED GRADE
iPOSED VDOT
PROPOSED
VDOT
MIN.
PROPOSED
8"x8"TEE
STD. CD-2
STD.
CD-1
& (z) -
8" G.V.
725
725
FILL (TYP.)
PROPOSED FIRE HYDRANT
1.4 PROPOSED STORM
ASSEMBLY w/ 8"x6" TEE
SEWER CROSSING
720
20A PROPOSED
PROPOSED 8"x8" TEE
8" CL. 52
DI WATERLINE720
& (2) - 8" G.V.
INTERSECTION OF
LITCHFORD ROAD (STA. zo+oo)
715
w/ RAMBLING BROOK LN (STA. 20+20)
715
Ell
H 1p
n
^ S
N N
N
10+00 10+50 11+00 11+50 12+00 12+50
LOCATION OF BOLLA
(3-75' OFFSET FROM C/
I NTI
EMERGENCY ACCESS ROA
w/ RAMBLING BROOK E
LITCHFORD ROAD PROFILE
HIGH PT STA: 11+95.25
HIGH PT ELEV: 763-54
PVI STA:11+70.25
PVI ELEV:763.o6
K:17.g6
LVC:50.00
LOW PT STA:10+15.00
LOW PT STA: 1o+62.50
N
m N
*t
LOW PT ELEV:758.1z
LOW PT ELEV:759.oz
;
H Ln
M
PVISTA:io+i5.00
PVISTA:12+oo.00
+
O ++°
I,
770 PVI ELEV:7S8.o7
PVI ELEV:759.77
H
w H
w
770
765
O N
u� �6
76o N Lij
v
6i
755
750
EXISTING ROAD GRADE
745 318%
740
HIGH PT STA: 22+75.
HIGH PT ELEV:748.:
PVI STA:22+25.06
PVI ELEV:747.8t
K:4 .8 i-
LVC:1oo.00
Lu
w
w
Ln
m
O
V
V
zPT
LA
X
w
O+
Z N
w¢
rLn
F-Q
Ln
mw
2>
O¢
V F
z w
w Q
O
z>
Oo
w m
\n
f-
w
�w
z3
LOW PT STf : 24+78.00
LOW PT ELEV: 750.37
PVI STA:35+48.00
PVI ELEV:751.07
K:31:39
LVCa4o.00
m
0
^
MCCOCMB STREET (STA. 25+81)
NG GRADE `NI LEXI LANE 13+92)
HIGH PT STA: 27+07.87
HIGH PT ELEV:756-43
PVISTA:z6+75.00
PVI ELEV:756.97
K:io.i8
oi >0i >
> m > w
m W
° a
LOW PT STA: z +45.92
LOW PT ELEV: 755.17
PVI STA:z8+8 .50
PVI ELEV:75 .41
K:38.o8
LVC.17o.
u INTERSECTION OF
DO
N PROPOSED GRADE Ji > CLING LANE (STA. 29+33) w/
3-5'
MIN..,
1. o% 1 1.41
1.6' PROPOSED STORM LPROPOSED 8"x8" T& (3) - 8" G.V.
PROPOSED 8"x8" TEE SEWER CROSSING I
& (1) - 8" G.V. 66A
EXISTING STORM PROPOSED 8" CL. 52 DI WATERLINE
SEWER CROSSING
REMOVE EXISTING BLOW -OFF &
TIE-IN TO EXISTING 8"DI WATERLINE MCCOMB STREET CLING LANE
....0 ._ --
> 00 DUNNAGAN DRIVE (STA. 12+7
m
-1.22%
PROPOSED VDOT
STD. CD-2
I
I
PROPOSED AIR -RELEASE VALVE 1.6
PROPOSED 8"x8" TEE
ROPOSED 8" CL. 52 DI WATERLINE & (2) - 8" G.V.
SED STORM 4$A
CROSSING PROPOSED 6" CL. 52 DI V�
HIGH PT STA: 30+23. z5
HIGH PT ELEV: 758-49
PVI STA:3o+o3-003.00
PVI ELEV:758.26
K:1g.18
LVC,40.50
\n 0 v+ 0,
I� 1p N S
coN m 770
v
>m >w
m w
(z) PROPOSED 6" 450 BENDS TO CONNECTION
� y TH p� TJ
�
0SCOTT R. LINSZ
U No. 35791 ,a
�� 12/27/21 �4
SIONAL E�Gl
WITH EXISTING 6" DI WATERLINE. TIE-IN TO EXISTING
6' DI WATERLINE WITH PROPOSED 6"x6" TEE & (2) 6" G.V.
0 N NOTE: 6" G.V. SHALL BE CUT INTO THE EXISTING 6" W/L.
D TIE-IN TO EXISTING CLING LANE
°v u STA 30+23
76o
En
En
A > �
w.
y�j 1.13% i --
w
Ln
w
o EXISTING 6" DI
E
w
w
WATERLINE
O
O
¢
O
U
O
U
¢
755
a
0
¢
a
C6
p
V
C6
1.5'
46A
Z
o
a
o
C6
06
o
a
�
>
�
�
>
O
Ln
D
Z
0
0
z
PROPOSED STORM 750
O
O
SEWER CROSSING
H
Z
O
Lu
Lu
Z
ce
w
w
ce
ROPOSED 8"X6" REDUCER
W
¢
w
m
a
m
a
¢
W
745
a
fie W
w
o_
PROPOSED FIRE HYDRANT
Lu a
CL
N
ui
Lu
a
ASSEMBLY w/ 6"x6" TEE
j
j
0
O
m
w
w
ce
740
735
EXISTING 8" CL. S2
DI WATERLINE
735
kD N
N W
^ O
N cn
0) �
M O
0) m
0)
Vl m
\o
w 'D
M Ol
\n
ul N
\n
H 00
Ln ^
It O
^ N
Vl
\n
0)
0) W
M y\
M m
V1 lD
l0 00
0
m 00
00 O
0 N
O1
M
01 y\
0 .t
O
Ln
O
ci l0
M w
lR 1�
�
6 ^
o ^
l6
to w
H
w
N ^
°°
l6 0
o 00
m
00 Ol
S
�} ^
�t ^
�t ^
S ^
d ^
�t ^
1 ^
to ^
N ^
Vl ^
t0 ^
N ^
Vl ^
Vl ^
V1 ^
^
^
Vl ^
Vl ^
V1 ^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo 28+5o 29+00 29+50 30+00 30+50 31+00
Q
H
v
w
w
m
w
z
z
W
W Ir 770
K:2.50
:z
.
v
VG10.00
LVC:
5.00 m
w
Z
p
N
0
f1
O 0F+-100]�uo
o
°0�+
765
wLj
un
V ul
m PROPOSED U
w
765
m
U w
w
1.
m
w
m
GRADELu
MILL OVERLAY
EXISTING
DRIVEAY
760
76o
4.69%
35'
0 00 2•°°%
MIN.
EXISTING 8"
DI
D FOOTER 2
FILL
PROPOSED
8" CL. 5z
WATERLINE
- OF ROAD)
(TYP.)�
DI WATERLINE
STUBOUT
755
°
ROPOSED
8" - 45° BENID
755
RSECTION OF
ROPOSED 8" - 45° BEND
REMOVE
EXISTING
PLUG
(STA. 1o+oo)
(STA. 30+51)
XISTING GRADE
& TIE-IN
TO EXISTING
8"
DI WATERLINE
PROPOSED
8"x8" TEE
75O
& (1) - 8" G.V.
750
FIM
ID
Co
rl
rl
10+00 10+50 11+00 11+50 12+00 12+50 13+00
EMERGENCY ACCESS ROAD PROFILE
PROPO'
INTE
DUNNAGAN DRIVE (
RAMBLING BROOK L
PROPOS
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10 20
IN FEET )
I inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft
LOW PT STA: io+lS.00
LOW PT ELEV:746.94
PVI STA:10+1S.00 LOW PT STA:10+53.17
I ( XA/ = El E\/. C-
MCCOMB STREET - CLING LANE PROFILE
HIGH PT STA:12+33.13
HIGH PT ELEV: 755.33
PVI STA:12+o8.13
PVI ELEV:754-83
K:12.56
LVC:So.00
INTERSECTION OF
DUNNAGAN DRIVE (STA. 12+75)
r v I �V ;pfu.uy �� •• • ��� • /Y/ ��
K;z.5o PVI STA:11+o5.67 N
m N
m
w/ CLING LANE (STA. zg+33)
760
ry
760
LVC:1o.00 PVI ELEV:748.70 00
m
O
T
O 00.)
K:26.38
LV
:1o5.00
+
In
V
N
In
V
o
a
+ 't
^ >
m
>
w
a
N
PROPOSED
GRADE
00
w
755 u
v
m
v
U w
Ln
N^
2•
o%
755
m
w
> EXISTING
GRADE
vi
m
w
PROPOSED
VDOT
59
STD. CD-1
3 5'
75O
MIN.
z.5'
75O
PROPOSED
8"x8"
TEE
&
(z) - 8" G.V.
3ED VDOT
STD. CD-2
47
745
1.
er
PROPOSED
SEWER CROSSING
745
STORM
RSECTION OF
;E-
TA.1o+o0) w/
(STA. 26+93)PROPOSED
ROOF
PROPOSED
8" CL. 52
DI WATERLINE
DRAIN
CROSSING
740
740
ED 8"x8" TEE
& (3) - 8" G.V.SED
STORM
SEWER CROSSING
RAN
PROPOSED 8" SANITARY
735
SEWER CROSSING
735
O
M
0) .t
HO m
M m
,mj \0
lD
n
^ n
n
^ n
n n
n n
^
10+00 10+50 11+00 11+50 12+00 12+50 13+00
DUNNAGAN DRIVE PROFILE
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
r••
LOW PT TA: 1o+57.5o
LOW PTELEV: 737.51
PVI ST :11+o5.00
PVI EL V:738.56
K: 26.02
755 LVC:1or.00
V Ln n
rl
rl L^
L INIw EXI
rl
W
HIGH PT STA: 13+40.00
N
HIGH PT ELEV: 751.74
3
PVISTA:13+15.00
0,F-
PVI ELEV:751.24 W
.m, F 760
:12.39
z
4
w
VC:50.00
O_LnF
~w1^
O I
O ^
Q
0) a
+^
m
J
O
�xV
755
N
MW
V
V
-
J
m
w
>
m
>
/✓
Z00%
75O
m
'w
7SO
LOW PT
STA: zo+z5.0
LOW
PT ELEV: 736.81
PVI
TA:1o+iS.00
111
PVI
ELEV:736.76
603
745
K:2.50
67
745
3.5'
GRADE
0lPROPOSED
0 oO0
MIN.
PROPOSED 8"x8" TEE
o
o ^
& (3) 8" G.V.
oowPROPOSED
uui:
VDOT74740
Ji
J >
STD. CD-1
O
m
w
1.4
PROPOSED FIRE HYDRANT
ASSEMBLY w/ 8"x6" TEE
.0
36A
FILL (TYP.
735
_PROPOSED
VDOT
PROPOSED
STORM
735
STD. CD-2
- -
SEWER CROSSING
INT
RSECTION OF
PROPOSED 8" CL. 52
DI WATERLINE
LEXI LANE (PTA.
io+oo) w/
BEING BROOK L
(STA. 24+03)
1
PROPOSED
8"x8" TEE
& (z) - 8" G.V.
34A
730
V1
N
1 rl
OOl l/1
O
m .
M .t
N CO
n
n
n n
n
^ n
n n
^ n
^ n
^
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
LEXI LANE PROFILE
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN
AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
NOTE: ALL ROADWAY EMBANKMENT MATERIAL
SHALL CONSIST OF SOIL AND BE PLACED IN
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8
INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH
VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04
ti r ti r
W
N
N 7rz
L9
z�
C'7
- cM
Cn
N
z
i
WNN J
Cn
CN
W N Q
zLLI Q� W
J J J
> z o
07 P-1 10�
F--
0 O E W
z� N z
Q W J
U)�
W U =Lu
W
Y � j
z >�
ul � LI.J
Cl) W C)
Lu p
zLu
Cl) z
a
W W
J� J
Q CL
0
® o
N
u
F.
o w
x
a Ln
JOB NO.
182154
SCALE
V:1"=5'
H: 1" - o'
SHEET NO.
14
730
725
720
EX-MH-17
STA:o+oo.00
RIM:71z.83
INV IN. 705.7o TO MH-18
EX. INV OUT.705.50
II
73.0
II
II
II
II
705 LJ
700
ME]
Nm
N N
O+00
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE ziA OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
NG G
STA: o+80.77
RIM:717.00
INV IN: 7o6.37TO MH-ig
INV OUT:7o6.17TO EX-MH-i7
PROPOSED 12" YARD'
DRAIN CROSSING
26p`I 5,5%
0S09, F�k.
L
.91$2
730
MH-1g
/STA: 2+82.59
RIM: 725-33
INV OUT: 715.33 TO MH-18
725
PROPOSED 6"
WATERLINE
CROSSING
720
1 3.z'/
8" SDR-26 PVC
76.77 LF @ o.610/6
_CONNECTION TO
EXISTING MANHOLE
l0 .t 1l N O Ql 00 �0
0 1n m a m m00
6
n r �
o+5o 1+00 1+50 2+00 2+5o 3+00
MH-19 - EX-MH-17 PROFILE
76o
715
710
705
700
M H-4z
STA:0+7o.51
RIM:750.z5
INV IN:738.87TO MH-43
755 INV OUT: 738.67 TO MH-36
MH-36
STA: o+oo.00
RIM: 747-75
INV IN: 735.95TO MH-37
INV IN: 735.95TO MH-4z
INV OUT: 735-75 TO MH-35
740 740
MH-26
MH-27
STA:
7+84.11
STA: 8+48.72
R
I M: 733-75
R I M: 734-9 z
INV IN: 723-45
TO MH-z8
INV OUT: 725.9:
735
INV IN: 723-45
TO MH-z7
735
INV OUT: 7z3.z5TO
MH-25
MH-z5
ROPOSED 8" \A
STA:7+11.z6
730
RIM: 726.00 PROPOSED
STORM
730
INV IN: 71g.zoTO MH-z6 SEWER
CROSSING
INV OUT: 719.00 TO MH-24
/
4.7'
15
725 EXISTING
GRADE
1
725
/
SOEt.z6p�a
MH-z4
60
61
S
°I°
720 RIM: 763.00
INV IN: TO MH-z5
26p�0
]20
y�R
7o7.zo
INV OUT: TO MH-23
707.00
6$'
PROPOSED GRADE
715
3'S
715
N.
plo
MH-z3
STA: 4+47.13
QJC
RIM: 7o6.00
INV IN: 699.2oTO MH-z4
710 PROPOSED CONNECTOR INV OUT: 699.00 TO MH-zz
by
710
ROAD GRADE MH-zz
STA: 2+80.65
MH-zi RIM: 7oz.00
STA:1+69.1z INV IN: 695.7oTO MH-23
? RIM: 696.41 INV OUT: 695.5o TO MH-21
705 D = INV IN: 691.7o TO MH-zz
705
_ INV OUT: 691.5o TO EX-MH-5
LU= PROPOSED 18" SWM'D' _� v6Q6$$ol0
F g M UTFALL PIPE CROSSING yORF
/
^ 0 v g tk�
700 w,� MID r
700
0 1y3�
O �� ^F-
in °0 1O Z O
2 +O�> Z>
g �z -z
xwzw
695w1nC.
SDR-J
3%
695
162.49-F1�z
I
I PROPOSED
8" SWM'D'
1
1.8
6pvC
OUTFALL
PIPE CROSSING
a 50R" �g.53�o
690
690
8"
DIP
165.12
LF Qa 2.53%
I
685
18" STEEL
CASING PIPE
REQUIRED
685
AT ROAD
CROSSING
CONNECTION
TO
EXISTING
MANHOLE
68o
68o
W
t0
O
•i
O
i�
t0
VI 00
N n
V1
N Ol
V1
00 N
00
'i
ci Ol
O ci
O
N N
m
rl
l0
.t
Ql
0l
It
0)
In
Ol
Ol
Ol
00
O1
0)
01 O1
N
O O
ry
0
m
m O
0 O
I.0
n O
N
N H
m
H H
U)
� N
ri
m
m
m
�
ID
ID �
n n^
0 r\
^ n
n n
n n
n n
n n
n
n
0+00 0+50
M H-43
STA:1+z6.4z
RIM:751.17
INV IN: 739.37TO MH-44
INV OUT: 739.17 TO MH-42
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
GRADE
MH-44
STA: 3+47.00
RIM:758.5o
INVINV OUT:7�TO MH-43 76o
755
750
PROPOSED 12" YARD
DRAIN CROSSING 51
745 PROPOSED 8" 745
WATERLINE PROPOSED STORM /
CROSSING SEWER CROSSING
740 5'6 y16 53 VF 740
$ VP o9% 8" DIP -EXISTING GRADE
735 y\F 51.92 LF @o.58% 735
y6.5
q, ^ m 8 m 01 M O 't 't ID 0) 0)
n ^ n ^ n ^ n ^ n Ln n ^ n
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
MH-44 - MH-36 PROFILE
MH-27 - MH-20 PROFILE
6+oo 6+5o 7+00 7+50 8+oo 8+5o
MH-47
STA: 2+12.30
TRIM: 755-75
I INV IN: 742.7o TO MH-48
I INV OUT: 742.5o TO MH-46
t TO MH-26 I SCOTT/R. CbI LINS Z
U No. 35791 ,a
% 12/27/21 ,0j
ATERLINE CROSSING
MH-48
STA: 5+69.75
RIM: 758.50
INV OUT: 747.00 TO MH-47 760
M H-46
STA:1+64.z5
R I M: 747'75
INV IN: 741.12 TO MH-47
_7
755
1 INV OUT: 740.92 TO MH-45
755
MH-45
STA: o+oo.00
PROPOSED GRADE
RIM:748.17
INV IN: 741.17TO MH-49
EXISTING GRADE _
750
INV IN: 740.00 TO MH-46
750
INV OUT: 739.80. TO MH-EX-9
W DIP 1 zz%
LF
745
353.45
745
5' MIN,
8" DIP
I160.25 LF @ 0.579/0
740
740
' s" DIP
44.05 LF @ 3.13%
kPROPOSED
24" HDPE SWM
735
OUTFALL PIPE CROSSING
735
N
Ln
0)
N
I� S
�t
N Ln
In
O CO
N
't �.
m
O O
to
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ri ci
00
I�
O
NLc
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
MH-48 - MH-45 PROFILE
4+50 5+00 5+50 6+oo
51
d
Z
Z
O
F
C
a
F
0
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w
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w N Q
zW � V/
w
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0 Q 1
J (V
zW
U Q W
W `n
W
F_- z Q
D Lu
Luul F -
z
z Lu
W
� z
F
w W
JCL
® o
C:)
N
u
w I
1 W
d Ln
JOB NO.
182154
SCALE
V:III =5'
H: 1" = o'
SHEET NO.
15
765
765
EXISTING G
In
x
O
760
T
L,
o
Cp t x
� r
^ o ry
_
0 O OF
00
o z
O F O
~
o
Q > >
755
F 9 m
o n
V, z z
MH-EX-9
rl r^i 'H
+ o6 0
z z
STA: o+oo.00
a°^ O
RIM' 748.98
x H z z z
Ol
a
C, x
°,
20
0
0
co
00 a
0
+ ^�-
o
°�� �z p
Ok H
2 Q >>
n N � O
�LnE!?
INV IN: 739.67 TO MH-45 i m - - - PROPOSED
EX. INV. OUT: 77Q.41
II
745 II
II
CONTRACTOR SHALL PLUG EXISTING INVERT IN TO
MH-EX-9 AND INSTALL PROPOSED CONNECTION
740
Ll
8" SDR-26 PVC
17.77 LF @a 0.73%
1 735
ry
co
a
STORM
,SSING
8" DIP
62.31 LF Qa 0.53%
\_8" SDR-26 PVC
61.4o LF @a 2.25%
PROPOSED 24" HDPE SWM
OUTFALL PIPE CROSSING
O 0 Ln
00 M d0 N
n ^ n
76o
755
1 750
PROPOSED
DOGHOUSE
MANHOLE
745
EXISTING 8" DIP
INV. IN = 743-79
8" DIP
47-78 LF Qa o.63%
0+00 0+50
1+00
1+50
2+00 2+50
MH-51-
MH-EX-9
PROFILE
740
735
MH-39
XISTING GRAIDE
MH-41
M H-38
STA:5+52.44
STA:7+5o.79
STA:4+25.40
RIM:757.17
MH-40
RIM:756.67
RIM: 753.25
INV IN: 747.o3 TO MH-40
STA: 6+42.47
INV OUT: 749.6
760
INV IN: 741.95 TO MH-39
INV OUT: 746.83 TO MH-38
RIM: 755.77
76o
INV OUT: 741.75 TO MH-37
INV IN: 748.53 TO MH-41
/
INV OUT: 748.33 TO MH-39
MH-36
STA:2+79.90
MH-37
755
RIM:747-75
STA:3+28.96
755
INV IN:735-95TO MH-37
RIM:748.67
PROPOSED GRADE
INV IN:735.95TO MH-42
INV IN:739-45TO MH-38
INV OUT: 735-75 TO MH-35
INV OUT: 739.25 TO MH-36"
PROPOSED 12" YARD
MH-34
MH 3S
STA: 2+32.62
45
PROPOSED 8"
DRAIN CROSSING
750 STA: o+89.93
RIM:746.92
WATERLINE
750
RIM: 741.67
INV IN:734.7oT0 MH-36
PROPOSED
STORM
5.6
CROSSING
z
INV IN:727.87TO MH-35
INV OUT: z TO MH- o
INV OUT: 734.5o TO MH-34
SEWER CROSSING
PVC
.6
7 7 7 3
4'4
B" SDR-26
MH-30
PROPOSED
PVC
104.3 z LF @ 1.09%
STA:o+oo.00
8" ROOF
8' SDR-z6
86 0j LF C
745 RIM:738.o04
DRAIN CROSSING
745
INV IN: 7z7.200
INV IN: TO
0 MH-31
MH-34
4
8
7z7.2o
\
PROPOSED
8"
8\�a13'9�W0
INV OUT: 727.0o
TO MH-29
WATERLINE
04
,yyg�
39
CROSSING
740
740
$�2.49%
PROPOSEDSTORM
9y.44SEWER
CROSSING
t1p
735
735
s"DIP
45.06 LF @
7.3z%
PROPOSED
12" YARD
DRAIN
CROSSING
8" DIP
5.9,
g°I°
43.28 LF
@z.43%
p
730
p\P
73
0
69\
13'
8" DIP
725
8S•93 LF @
0.550/0
725
L()
Ln l0
Ol
� 111
1�
O M
Ol
ry 1�
w
r M
In
H a,
01
It
00
00 N
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01
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to Vl
Ol
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ul
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r
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r
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It It
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n
rl Ln
� n
t\
n
n
n
n
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 S+50 6+oo
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
VERTICAL GRAPHIC SCALE
5 n 2.5 5 10 20
( IN FEET )
1 inch = 5 It,
HORIZONTAL GRAPHIC SCALE
50 n 25 50 100 200
( IN FEET )
1 inch =. 50 ft.
MH-c,i - MH-30 PROFILE
6+5o 7+00 7+50
MH-3z
STA: 5+16.76 MH-33
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+oo 6+50
MH-33 - MH-26 PROFILE
7 TO MH-40
.32
SCOTT/R. Ct?Ll
No. 35791
12/27/21
z Z J
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0a�_
U 5
w 1n
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1 w
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x
[L In
JOB NO.
182154
SCALE
V:III =5'
H: 1" = 5o'
SHEET NO.
16
EXISTING GRADE
STR:12B VDOT STD.
STD. DI-36 (L=io') STR:18 VDOT STD. DI-i
TP-730.58 TP=729.00
INV IN: 720.6o TO 18 FINV IN: 720.85 TO zo
INV OUT: 720.5o TO 12 INV OUT: 720.75 TO 12B
i
STR:lz VDOT STD. DI-313 (L=8') STR:zo VDOT STD. DI-3B (L=8'
TP=7304z TP=728.42
INV IN: 724.42 TO 14 INV IN: 721.18 TO zoB
INV IN: 7zo.z5T0lzB INV IN:7zz.5oTO zz
INV OUT: 719.58 TO to INV OUT: 721.o8 TO 18
730
PROPOSED 8" WATERLINE CROSSING
ROPOSEI
725
720 F�
CP
18" RCP z LF Qa 1.03%
27.78 LF @a o.go 0ji78"RCP
7�5 20.90 LF @a 0.72%
O ^ 00 N W
W ^ ^ ^ ^ N
0+00 o+So 1+00
STR:z4 VDOT STD. MH
TP=734.z5
INV IN: 7z7.oz TO 26
INV OUT: 7z6.9z TO zz
m
m
m
J
74
p
N
m
O
O
N
Ln
^
p-NOF
�
O-
F O m
Ln F
p
->
Ln ^
/o �
�0
N F-
O
° F
H
a
N i
Ln
i z
Z
Hd>o
Ln Fzz
_
RCP o
z.77q
147• 15" RCP
27-74 LF o.87%
0000 mi 00 0)
m mA 00 M
^ n ^ K,
1+50 2+00 2+50
STR-26 - STR-12 PROFILE
0
EXISTING GRADE
-
6011
STR:zo VDOT STD. DI-36 (L=8')
STR:8 VDOT STD. DI-3B (L=1o')
°m
TP=7z8.4z
m
TP=715.58
m
INV IN: 7z1.18 TO zoB
L 0
INV IN: 709.83 TO to
p > O
INV IN:7zz.5o TO zz
o p N
INV IN: 7o8.zo TO 8B
M
INV OUT: 7z1.o8 TO 18
735
INV OUT: 7o8.00 TO 4
o 0
720
_0
F F°
p mm^
> M nF
0 �N
> O N ^
o ^ z 0
11
0 00
LNZO
z >z
730
� � > z
730
715
715
-
PROPOSED
GRADE
PROPOSED
8" WATERLINE
CROSSING
ROPOSED
8" WATERLINE
CROSSING
725
725
710
12,
710
PROPOSED
GRADE
1.2'
15" RCP
720
720
705
28.04 LF @a o.821%
705
15" RCP
27.68 LF @a 1.16%
XISTING GRADE
715
715
700
700
p
0
o ^
0+00 0+50
STR-813 - STR-8 PROFILE
^ m
00
N
0+00 0+50
STR-zoB - STR-20 PROFILE
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER
RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE
MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED
GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT
ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G.
NOTE: ALL DRAINAGE STRUCTURES WITH A
DEPTH OF lz' OR GREATER SHALL HAVE SAFETY
SLABS IN ACCORDANCE WITH STANDARD SL-i
AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5
STANDARDS. [C`
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
SEE DETAIL ON SHEET 17 FOR HDPE PIPE
BEDDING INFORMATION.
NOTE: ALL DRAINAGE STRUCTURES WITH A 50
DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-i AS FOUND C
IN THE 2oo8 ROAD AND BRIDGE STANDARDS.
EXIS-
4
740
735
ED 8" WATERLINE CROSSING
730
725
15"RCP
29.74 LF Qa o.5o%
720
715
3+00
STR:46 VDOT STD. MH
TP=757-9z
INV IN: 751.25 TO 46B
INV IN: 754.00TO
INV OUT: 751.00 TO 44
PROPOSED GRADE
76o 76o
I
NV. IN=7S6.00
-ING GRADE
755
755
15" RCP
16.38 LF Qa 12.21%
750
750
m
m
r;
Ln
^
PROPOSED VDOT STD. ES-1
o+00 o+So
CULVERT- - STR-46 PROFILE
NOTES:
3.. ALL FILL TO BE PLACED AT 95%COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
VERTICAL GRAPHIC SCALE
IN FEET
I inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
EXIT
740
735
730
725
720
715
710
wi
INV. I N=703.00 TO
UNDERGROUND
SWM FACILITY'D'
700
695
m
STR:34B VDOT STD. DI-313 (L=6')
TP=737 4z
INV IN- 730.6o TO 36
INV IN
:730.6o TO 38
INV OUT: 730.5o TO 34
740 r-PROPOSED GRADE740
STR:38 VDOT STD. D
TP=735-33
INV OUT: 730.92 TO 3
735
735
TING GRADE
730
730
15" RCP
29.7o LF Qa
1.o8%
725
725
r,
M
^
m
^
n
o+00 0+50
�O
p O
m
F Fm
F OMl 0
Omni^
O oo �F
> 0)
NC)
� L>>
inFzz
PROPOSED GRAD
0
N
J
m
m �
p
o000
00
Ooo
o
M O
F OR No
Om a) 00
o
��ro,r
00
^z ZO
F d>>>
{n FZZZ
STR:4 VDOT STD. MH
TP=715.58
INV IN: 707-75 TO
81
INV OUT: 707.00 TO
0
J
m
M
p N 00
Ci NO
0 o
off
0 CO 00 �
> ^ �r
ry
o ^Z0
F a»
Ln F Z Z
00
d
Ca
m
o m°
o
o-� �
00
in F F °Ln
O N
>
i n_ZQ
a >> >
in Fzzz
24, RCP LF •68%
C�
NG GRADE
J
m
M N
o �
NO
F- 00
000 ,6
N
p O ^
> o rNI+L:
't '
li O
Ck�,j 0- z z
� - 1. RCP
15 1.74%
90.62 LF
15" RCP
104ai LF Qa 1.03%
O
.a
II
m
m
p
m N
0
Un
O F
F
F
ry ^
p
>
N ^^
r F
CL z z
740
STR:16B VDOT STD. DI-313 (L=6')
735-SO
OUT: INV OUT: 727.5o TO 16
735
ROPOSED 8" WATERLINE CROSSING
730
i5" RCP 725
28.26 LF Qa o.81%
PROPOSED 8" SANITARY
SEWER CROSSING
720
SCOTT/R. Ct?LLINSZ
No. 35791 ,a
12/27/21��
d
Z
Z
O
F
a
F
0
H
Co
p
J
H
O z
I-
u
>
ui
..
d
Id.
�P •700
73.0
zLF
93.37
RCP
24
_i
705
Lu
a
��..��
'"
v
N
z4" RCP
2.200
13385LF
12.54 LF 1.99%
24" RCP
46.37 LF Qa 1.79%
700
695
�
Z
C'7
M
® rn
N
690
�
z
i
N
J
00 n; m
N m
r
n n n
o+00 0+50
d
.T
t0
N
00 m
N
00
�t
m l0
•i l0
ID w
M
el
O
^
N
O
O
„
N
ri
w
M O
ul
u0
O
N
m rl
m
m ci
N
^
N
m
N
H
O M
M
N
M m
m
M
�1' m
M
.tLi)V
V1 m
m
rn
T
J
^
r� ^
^ r.
^
r
^ ^
^ ^
^
^
^
^
^ ^
^ ^
^ ^
^
N
N
w
>
O
1+00 1+50 2+00 z+So 3+00 3+So 4+00 4+So 5+oo S+So 6+oo 6+50
FSTR-i.613
-SWM FACILITY'D'
PROFILE
Z
_j
J
w
Q
-
>
z
J
m
w
L.
inF-_--
TP=744.75 PROPOSED GRAD
INV IN: 728.52 TO 32
INV OUT: 728.42 TO 28
745 STR:32 VDOT STD. DI-3B (L=io')_
TP=738.z5-
INV IN: 729.52 TO 32B
INV OUT: 729.42 TO 30
I-1 740
4B
STR-38 - STR-34B PROFILE
735
24" RCP
11.31 LF @a 1.5o%
INV. IN=726.830TO
UNDERGROUND
SWM FACILITY'C'
725
TP=744-75
m m
INV IN: 737.6o TO 36B
o m M
INV OUT: 737.5oTO34B
Cj ml-0
F O 0
in
STR:34B VDOT STD. DI-313 (L=6')
F o
F o o
- TP=737 4z
p m0�
INV IN' 73o.6oTO36
> r?
INV IN; 73o.6oTO38
..�0 m �z
INV OUT:73o.5oT034
� u
/F„CLzz
W Y
Lu
745
Uj
O
ED 8" WATERLINE
CROSSINGLfl
Cl)Lu
ci
W
V1
740
Z �
z
Cl)
-a
U)
735 w W
15" RCP
00 15 RCP 4 t5°/0 33.24 LF Qa 1.20% J
LF J Q CL
730 ® o
15„ RCP O
04
z4" RCP
z4" RCP z l' 33 57 LF Qa 1.1g%
24" RCP 174.39 LF o.5z% z7.7z LF Qa 0.54% I
47"57 LF Qa o.88% 18" RCP PROPOSED 8" SANITARY
36.83 LF @a o.62% SEWER CROSSING 725
F
N m V1 m m N m d m ci m m N ^ Vl m
W. W
O N N M O 00 OO N ^ ^ 00 .} O W
U) 00 '4 ^ O1 r. � ^ C6 V1 ^ O O1
JOB NO.
182154
0+00 o+So 1+00 1+50 2+00 2+50 3+00 3+So 4+00 4+So S+Oo S+50 SCALE
V:1"=S'
STR-36B - SWM FACILITY'C' PROFIL] H:E"=
SHEET NO.
17
AEXISTING GRADE PROPOSED 8" WATERLINE
I
PROPOSED 8" WATERLINE CROSSIN
0
U
0
0
0
E
0
6
>
76o
J
m ;n
M
mw
Q ww 0
755 m o O
O O
in FF °v
Q N v1 n
Q O t0 S
W vl 0,
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>^ n nH
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X ^ ^O>
W z
EXISTING
EXISTING GRADE
ID z
^ z z
�M?ww
/F a>>>
�IFzzz
750
II
745
II
II
740 1k
735
15' RCP
176.53 LF C 1.12°h
68 VDOT STD. DI-3B (L=6')
TP=754-75
INV IN: 747.5o TO 68B
INV IN: 749.75 TO ROOF-13
INV OUT: 746.00 TO 66
76o
STR:68B VDOT STD. DI-3B (L=8')
TP=754-75
INV OUT: 747.75 TO 68
755
PROPOSED 8"
WATERLINE
CROSSING
750
i5" RCP 745
34.86 LF Qa 0.72%
V1
'i
I�
N M
O N
^ 01
M
O1
It
00
Ln
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
STR-68B - STR-EX-32 PROFILE
O
'i
0
II
N
jj
= N
r
U
M
Un
M
��o
Q
o m �
o o
Q�
o OOF
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00
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30O
0 00-
O
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p
w O
p�
F
O O N
Ln F
ri
F-
OO
p
f
Q O O 1 ^
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>
F M�
F N^
S
F F 1p^
O
UI
00
^ ^F
't p
ZO
O a
0
nF
Q CO !:t- 'IT
^ ^�
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O
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76o F a > >>
W
�? 0
760
O
760 ° ^? ? o
m nF
O ..
>
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�� 60
7
In F.zzz
»
D_' II
'0 Z
�F
a z z
STR:486 VDOT STD. DI-3C (L=io')
- z z z
II > >
z O
EXISTING GRADE
^ F
TP=755.�5
INV IN TO YD
I
F _Z Z
F„
z z
750.50 -4
INV OUT: 748.17 TO 48
755 755
ROPOSED 8" PROPOSED 8"
WATERLINE -----.PROPOSED GRADE WATERLINE
CROSSING CROSSING
750 2.7' 750
18" RCP Lis" RCP
745 99-52 LF @ 0.56% 34.7o LF Lal o.6g% 745
^ O N
0+00 0+50 1+00 1+50
STR-48B - STR-44 PROFILE
STR:46 VDOT STD. MH
TP=757-92
INV IN: 751.25 TO 46B
INV IN: 754.00TO
INV OUT: 751.00 TO 44
PROPOSED GRADE
STR:46B VDOT STD. DI-7
760 rTP=757.75
INV OUT: 751.75 TO 46
755
PROPOSED G
20P SED 8"
WATERLINE -
CROSSING
745
0+00
GRAD
755
750
u �48. RCP
48.z5 LF Qa 1.04%
24' RCP
56.66 LF Qa 0.72% 745
m w ^
L,
0+50 1+00 1+50
STR-6oD - STR-6o PROFILE
00
J
m
M
0 TO
Q >-O
STR:50 VDOT STD. DI-3B (L=io')
Ln 0 F
F �^
TP=749-00
0 °o
INV IN' 741.52TO5oB
o M^
INV IN: 743-5o TO 52
m r
INV OUT: 741.42TO28
?zp
750
Ln � z >>Z 750
740 INV
PROPOSED VDOT STD. ES-1 & CLASS Ai R
OUTLET OUTLET PROTECTION w/ FII
735 UNDERLAYMENT (L=20', W1=6', W
4+50
STR:40 VDOT STD. DI-38 (L=8')
760
TP=747-50
INV IN: 739.43 TO 4oB
INV OUT: 73933 TO 28
°°
J
m T
M
LL
0 00
Q It
ax0
Ln 00-
755
Ln
o � q,
=
2
0 0 0
�n M a0
> 01
m ^ I�I-
0 0 0 F
0 EXI'
FFF0
?^zz0 G
FO n o v1,^,,
a>>>
u1 FZZZ
750
Qcv 000 00 ^
> m�
°N°.
^zzz0
11 »»
H
/
1--
tA � Z Z Z Z
A
745
20POSED 8"
WATERLINE
CROSSING
740
735
730
725
)POSED 8"
TERLINE
1.
18RCP
10o.34
24" RCP
3.2 27.69 LF Qa 2.16%
PROPOSED 8" SANITARY
SEWER CROSSING
24" RCP
54.76 LF t7a 1.52%
O
J
m
O O O
0
a
s��0
0-000
F
O
O N N
N m m't
Q
>
N M t Ln ^
0 'r'FL:
a^
z z z o
a >> >>
Ln
F z Z Z Z
STR:6o VDOT STD. DI-3C (L=6')
STR:64B VDOT STD. DI-3B (L=8')00
TP=755 08
TP=756.75
INV IN: 747.5o TO 62
m
INV IN: -4-95 TO ROOF-12
T R. LINS'ZINV
IN:747.z7T06oB
^
o
INV IN: -5.06 TO ROOF-11
((-)No.
35791 aINV
OUT: 747.17 TO 58
O
INV OUT: 749.75 TO 6412
1-
27 21
STR:58 VDOT STD. DI-3B (L=6')
0
STR:64 VDOT STD. DI-3B (L=8')760
TP=755 58
mTP=756
75760
SIorJnt. E�Gl
rJ ,o
INV IN:74b.65 I U b0
M INV
IN:749-43TO
64B
o o
INV OUT: 746.75 TO 56
N �� INV
OUT: 74933
TO 62
v F n
Ln
O `P
a »
^ F z z
755
> U? ��
O1
STR:56 VDOT STD. MH
755
.. Z)
a Oj
TP=752.00
INV IN: 746.43 TO 58
EXISTING GRADE
PROPOSED I
1n F z z
INV OUT: 746.33 TO 54
ROPOSED GRADE
WATERLINE
CROSSING
1.r
750
750
24"
RCP
62.03 LF @ 1.23%
OUT=743 75
15'
134-83 LF
RCP
@ 1•04%
15"
27.68
RCP
LF @ 1.16%
745
24 RCP
29 0
15"RCP
32.18 LF
Qa 1.03%
745
PRAP LINED
i'
LF y
i34'�9 `
z4" RCP
TER FABRIC
24"
RCP
51.28
LF @a o.62%
>_=12', D=i.5')
44.25 LF Qa
o.7z%
PROPOSED
8" SANITARY
740
SEWER CROSSING
740
M
00
1�
00 3
IN O
N 10
p Ol
M
N •i
Vl
Ol
y�
n
n
n
^
n
^
n
n
n
^
^
^
^
^
^
^
^
^
0+00 0+50 1+00
1+50
2+00
2+So 3+00
3+50 4+00
STR-64B
- SWM
FACILITY'B'
PROFILE
2
m S
O
S
00
Ln 00
ID 00
ODO
tn
Q a
OViFO
F ^
N
^^
.^n
Ln
Q O O t\^
. nz z0
`�D z7
1nF-ZZZ
^--O
F a > > >
76o
STR:28
to I- Z Z Z
INV I
INV I
INV I
INV
755
GRADE
✓a, RG� 66%
1 Qa 3'
y1116VF
EXISTING GRADE
PROPOSED
8"
N
m
o
0) n
co ^
o
755
755
PROPOSED
GRADE
WATERLINE
CROSSING
O
^
n ^
6
^
n
a
^
^
O
^
u^
^
6
PROPOSED 6"
745
745
WATERLINE
L2.5
15"
RCP
CROSSING
33.59 LF Qa 1.49%
i. '
0+00 0+50 1+00
1+50 2+00 2+50 3+00
750
750
EXISTING
GRADE
STR-46
- STR-28 PROFILE
740
740
^^
VI:1�'TIC;,AI,
GRAPHIC SCALE
277.66FFQao.83%
5 °
2.5
5 10 20
735
735
0+00
0+50
STR-46B-
STR-46
PROFILE
o
No
1N FEET )
1 inch = 5 ft.
N
n
�
�
^
HORIZONTAL
GRAPHIC SCALE
0+00
0+50
s0 °
25
50 100 200
STR-5oB - STR-50 PROFILE
I FEET )
i inch = 50 ft.
75o
18" RCP
58.26 LF @1.7z%
745
PROPOSED 8" SANITARY
SEWER CROSSING
740
m
00
^ ^
3+50
735
730
725
76o
4+50 5+00
M
76o
DI-3B (L=2o')
m
STR:5z VDOT STD. DI-3B (L=io')
STR:SzB VDOT
STD.
rp 00
TP=75525
TP=75525
0 o No
Ln
INV IN: 748.oz TO 5zB
INV IN: 751.00
TO ROOF-8
F 00,4
INV OUT: 747.92 TO So
INV OUT: 748.25
TO 52
755
0
755
Q O H m^
> q
PROPOSED
8"
VDOT STD. MH
° ?zZp
WATERLINE
TP=746-58
a > > >
z z z
CROSSING
N: 740.25 TO 50
v1 F
N: 728.00 TO 30
750
N: 738.5o TO 40
1.z'
OUT:7z7.00 TO
PROPOSED GRADE
745
15" RCP
745
15 R 2.71% 127.63 LF @ o.83%
:F
@
16333�F /
47
740
740
RCP
18' 182%
LF
XISTING GRADE
64.16
PROPOSED 8" SANITARY
SEWER CROSSING
735
735
730
725
730
725
V1
N
It ^
It M
M .
N co.
OOl
Ln
0+00 0+50 1+00 1+So 2+00 z+50 3+00
STR-52B - STR-28 PROFILE
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER
RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE
MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED
GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT
ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G.
NOTE: ALL DRAINAGE STRUCTURES WITH A NOTE: ALL DRAINAGE STRUCTURES WITH A
DEPTH OF 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN
SLABS IN ACCORDANCE WITH STANDARD SL-i ACCORDANCE WITH STANDARD ST-i AS FOUND
AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS.
STANDARDS.
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
SEE DETAIL ON SHEET 17 FOR HDPE PIPE
BEDDING INFORMATION.
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
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SCALE
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SHEEF NO.
10
0
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0
0
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0
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Structure
Area
(Acres)
Cw
t�
(Min.)
66
0.14
0.65
6.0
66B
0.62
0.45
8.0
68
0.07
0.80
5.0
68B
0.24
0.40
7.0
ROOF-13
0.08
0.90
5.0
SCOTT/R. Ot LLINSZ
No. 35791 ,a
12/27/21��
sow M&Wu
4 / -/ ----
► .010 4 w - w ��
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Structure
Area
(Acres)
Cw
4
(Min.)
54
0.09
0.45
6.0
58
0.14
0.70
6.0
60
0.14
0.75
6.0
60B
0.43
0.80
6.0
60D
3.42
0.45
11.0
62
0.20
0.75
6.0
64
0.26
0.75
6.0
64B
0.20
0.80
6.0
YD-6
0.17
0.50
7.0
YD-6A
0.20
0.55
7.0
YD-6B
0.34
0.50
7.0
YD-6C
0.17
0.45
7.0
YD-613
0.50
0.50
8.0
ROOF-11
0.07
0.90
5.0
ROOF-12
1 0.07
1 0.90
1 5.0
_
Structure
Area
`�
30
0.15
0.75
6.0
-
32
0.24
0.75
6.0
32B
0.24
U.
6.0
-
34
0.25
0.80
6.0
34B
0.12
0.70
6.0
-
36
0.11
0.70
6.0
36B
38
1.60
0.35
13.0
-
40
0.19
0.80
6.0
40B
0.17
0.80
6.0
42
0.13
0.80
6.0
-
46B
2.32
0.40
12.0
48
0.21
0.75
6.0
48B
0.36
0.75
6.0
50
0.22
0.75
6.0
_
50B
0.15
0.80
6.0
-
'
52
0.19
0.75
6.0
52B
0.16
0.80
6.0
CULVERT-1
0.26
0.60
8.0
'
YD-2
0.05
0.30
6.0
\
YD-2A
0.07
0.50
6.0
YD-213
0.35
0.50
6.0
YD-2C
0.20
0.55
6.0
-_
YD-2E
0.10
0.55
6.0
YD-2F
0.13
0.55
6.0
/
YD-2G
0.10
0.60
6.0
/
YD-211
0.08
0.60
6.0
/
YD-313
0.11
0.60
6.0
YD-3C
0.10
0.50
6.0
YD-313
0.12
0.50
6.0
YD-3E
0.41
0.55
7.0
0
YD-3F
0.24
0.55
7.0
YD-3G
0.22
0.55
7.0
YD-413
0.26
0.40
8.0
YD-4C
0.19
0.40
7.0
YD-413
0.21
0.45
6.0
YD-4E
0.16
0.45
6.0
-
YD-5A
0.08
0.30
6.0
ROOF-2
0.07
0.90
5.0
ROOF-3
0.06
0.90
5.0
ROOF-4
0.04
0.90
5.0
ROOF-5
0.03
0.90
5.0
ROOF-6
0.06
0.90
5.0
R0017-7
0.04
0.90
5.0
ROOF-8
0.06
0.90
5.0
ROOF-9
0.05
0.90
5.0
ROOF-10
0.06
0.90
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6 120 a SCALE
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v v vv vvv Q,v ° ® 0
\ N 'EE❑ ® ���- SHEET NO.
inch =\ 6 ft. \: _ vv vv��� V A ® o \ ® 19
Structure
Area
(Acres)
Cw
k
(Min.)
8
0.13
0.75
6.0
8B
0.12
0.75
6.0
10
0.13
0.75
6.0
12
0.10
0.75
6.0
12B
0.26
0.55
8.0
14
0.09
0.75
6.0
16
0.32
0.75
6.0
16B
0.12
0.75
6.0
18
0.62
0.40
9.0
20
0.24
0.60
6.0
20B
0.15
0.80
6.0
22
0.20
0.40
8.0
26
0.09
0.40
8.0
YD-1
0.15
0.55
6.0
YD-1A
0.16
0.60
6.0
YD-1B
0.10
0.55
6.0
ROOF-1
0.06
0.90
5.0
c
0
U
m
0
0
U
0
0
C
for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr
68B
a
for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100%capture is required at 6.5inlhr
* gutter longitudinal slope of 0.001 should be used in a sump condition
grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth
for inlets draining to stormwater management facilities, the 6.Sin/hr check storm will suffice for the 10yr conveyance to the facilities
NOTE: Inlet size for structures determined by ovedand flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas.
* gutter longitudinal slope of 0.001 should be used in a sump condition
grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth
for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas.
NTH OF
y
SCOTT R. LINS';
U No. 35791 ,a
�� 12/27/21
oIONAL E�Gl
O
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JOB NO.
182154
SCALE
N/A
SHEET NO.
20
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capaci
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 6.50 (Intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
�
n
ut `.. w 3 '`
+ O Q U d c
«
L O 3
x
�
v 3
c o �
«
� �� m p g
coi o
ip � c
a
o
� F o
m g o
x o, 0
3 10 rp Q m o r6 m
C � �
(n
E
0
a > �
d ti � o 0 o
in 3 w
in in � � c1 o u �
rn
ni ui
8
3B
10.0
0.13
0.75
0.098
0.63
0.00
0.63
0.0676
0.0200
2.0
0.0833
4.1650
3.93
0.95
3.5192
0.1466
0.1593
8.40
1.19
1.00
0.63
0.00
SB
3B
10.0
0.12
0.75
0.090
0.59
0.00
0.59
0.0676
0.0200
2.0
0.0833
4.1650
3.81
0.96
3.5192
0.1466
0.1608
8.08
1.24
1.00
0.59
0.00
10
3B
10.0
0.13
0.75
0.098
0.63
0.00
0.63
0.0936
0.0200
2.0
0.0833
4.1650
3.70
0.97
3.5192
0.1466
0.1622
9.16
1.09
1.00
0.63
0.00
12
3B
8.0
0.10
0.75
0.075
0.49
0.00
0.49
0.0551
0.0200
2.0
0.0833
4.1650
3.70
0.97
3.5192
0.1466
0.1622
7.00
1.14
1.00
0.49
0.00
12B
3B
10.0
0.26
0.55
0.143
0.93
0.00
0.93
0.0551
0.0200
2.0
0.0833
4.1650
4.71
0.90
3.5192
0.1466
0.1520
9.55
1.05
1.00
0.93
0.00
14
3B
6.0
0.09
0.75
0.068
0.44
0.00
0.44
0.0214
0.0200
2.0
0.0833
4.1650
4.25
0.93
3.5192
0.1466
0.1564
5.15
1.16
1.00
0.44
0.00
16
3B
10.0
0.32
0.75
0.240
1.56
0.00
1.56
0.0120
0.0200
2.0
0.0833
4.1650
7.61
0.70
3.5192
0.1466
0.1226
8.54
1.17
1.00
1.56
0.00
16B
3B
6.0
0.12
0.75
0.090
0.59
0.00
0.59
0.0120
0.0200
2.0
0.0833
4.1650
5.27
0.87
3.5192
0.1466
0.1476
5.06
1.19
1.00
0.59
0.00
20
36
8.0
0.24
0.60
0.144
0.94
0.00
0.94
0.0200
0.0200
2.0
0.0833
4.1650
5.71
0.84
3.5192
0.1466
0.1432
7.32
1.09
1.00
0.94
0.00
206
36
B.0
0.15
0.80
0.120
0.78
0.00
0.78
0.0200
0.0200
2.0
0.0833
4.1650
5.34
0.87
3.5192
0.1466
0.1476
6.66
1.20
1.00
0.78
0.00
22
3B
8.0
0.20
0.40
0.080
0.52
0.00
0.52
0.0200
0.0200
2.0
0.0833
4.1650
4.58
0.91
3.5192
0.1466
0.1534
5.49
1.46
1.00
0.52
0.00
26
3B
12.0
0.09
0.40
0.036
0.23
0.00
0.23
0.0694
0.0200
2.0
0.0833
4.1650
2.69
0.99
3.5192
0.1466
0.1652
5.45
2.20
1.00
0.23
0.00
30
3B
8.0
0.15
0.75
0.113
0.73
0.00
0.73
0.0378
0.0200
2.0
0.0833
4.1650
4.62
0.90
3.5192
0.1466
0.1520
7.71
1.04
1.00
0.73
0.00
32
3B
10.0
0.24
0.75
0.180
1.17
0.00
1.17
0.0285
0.0200
2.0
0.0833
4.1650
5.81
0.83
3.5192
0.1466
0.1417
9.00
1.11
1.00
1.17
0.00
32B
3B
10.0
0.24
0.75
0.180
1.17
0.00
1.17
0.0285
0.0200
2.0
0.0833
4.1650
5.81
0.83
3.5192
0.1466
0.1417
9.00
1.11
1.00
1.17
0.00
34
3B
10.0
0.25
0.80
0.200
1.30
0.00
1.30
0.0200
0.0200
2.0
0.0833
4.1650
6.46
0.78
3.5192
0.1466
0.1344
8.73
1.15
1.00
1.30
0.00
34B
3B
6.0
0.12
0.70
0.084
0.55
0.00
0.55
0.0200
0.0200
2.0
0.0833
4.1650
4.67
0.90
3.5192
0.1466
0.1520
5.63
1.07
1.00
0.55
D.00
36
3B
8.0
0.11
0.70
0.077
0.50
0.00
0.50
0.0599
0.0200
2.0
0.0833
4.1650
3.68
0.97
3.5192
0.1466
0.1622
7.26
1.10
1.00
0.50
0.00
36B
3B
10.0
0.16
0.70
0.112
0.73
0.00
0.73
0.0599
0.0200
2.0
0.0833
4.1650
4.23
0.93
3.5192
0.1466
0.1564
8.68
1.15
1.00
0.73
0.00
40
3B
8.0
0.19
0.80
0.152
0.99
0.00
0.99
0.0200
0.0200
2.0
0.0833
4.1650
5.83
0.83
3.5192
0.1466
0.1417
7.54
1.06
1.00
0.99
0.00
40B
3B
8.0
0.17
0.80
0.136
0.88
0.00
0.88
0.0200
0.0200
2.0
0.0833
4.1650
5.59
0.85
3.5192
0.1466
0.1446
7.10
1.13
1.00
0.88
0.00
42
3B
10.0
0.13
0.80
0.104
0.68
0.00
0.68
0.0524
0.0200
2.0
0.0833
4.1650
4.22
0.93
3.5192
0.1466
0.1564
8.09
1.24
1.00
0.68
0.00
50
3B
10.0
0.22
0.75
0.165
1.07
0.00
1.07
0.0378
0.0200
2.0
0.0833
4.1650
5.34
0.87
3.5192
0.1466
0.1476
9.21
1.09
1.00
1.07
0.00
506
3B
8.0
0.15
0.80
0.120
0.78
0.00
0.78
0.0378
0.0200
2.0
0.0833
4.1650
4.73
0.90
3.5192
0.1466
0.1520
7.92
1.01
1.00
0.78
0.00
52
3B
10.0
0.19
0.75
0.143
0.93
0.00
0.93
0.0378
0.0200
2.0
0.0833
4.1650
5.05
0.88
3.5192
0.1466
0.1490
8.61
1.16
1.00
0.93
0.00
526
36
10.0
0.16
0.80
0.128
0.83
0.00
0.83
0.0378
0.0200
2.0
0.0833
4.1650
4.85
0.89
3.5192
0.1466
0.1505
8.18
1.22
1.00
0.83
0.00
58
3B
6.0
0.14
0.70
0.098
0.64
0.00
0.64
0.0184
0.0200
2.0
0.0833
4.1650
5.02
0.88
3.5192
0.1466
0.1490
5.93
1.01
1.00
0.64
0.00
62
3B
8.0
0.20
0.75
0.150
0.98
0.00
0.98
0.0105
0.0200
2.0
0.0833
4.1650
6.55
0.78
3.5192
0.1466
0.1344
6.38
1.25
1.00
0.98
0.00
64
3B
8.0
0.26
0.75
0.195
1.27
0.00
1.27
0.0105
0.0200
2.0
0.0833
4.1650
7.22
0.74
3.5192
0.1466
0.1285
7.31
1.09
1.00
1.27
0.00
64B
3B
8.0
0.20
0.80
0.160
1.04
0.00
1.04
0.0105
0.0200
2.0
0.0833
4.1650
6.71
0.77
3.5192
0.1466
0.1329
6.59
1.21
1.00
1.04
0.00
66
3B
6.0
0.14
0.65
0.091
0.59
0.00
0.59
0.0100
0.0200
2.0
0.0833
4.1650
5.48
0.85
3.5192
0.1466
0.1446
4.87
1.23
1.00
0.59
0.00
66B
3B
10.0
0.62
0.45
0.279
1.81
0.00
1.81
0.0100
0.0200
2.0
0.0833
4.1650
8.34
0.65
3.5192
0.1466
0.1153
8.94
1.12
1.00
1.81
0.00
68
3B
6.0
0.07
0.80
0.056
0.36
0.00
0.36
0.0438
0.0200
2.0
0.0833
4.1650
3.46
0.98
3.5192
0.1466
0.1637
5.75
1.04
1.00
0.36
0.00
68B
3B
8.0
0.24
0.40
0.096
0.62
0.00
0.62
0.0438
0.0200
2.0
0.0833
4.1650
4.24
0.93
3.5192
0.1466
0.1564
7.41
1.08
1.00
0.62
0.00
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 4.00
(Intensity
is 4 in/hr
for spread, and 6.5 iNhr for capacity and
depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
m
O
�
U
�
C
O
O
O
" >
Ol
N
�
�
m
O
m
o
_
o
.3
o
a
t
m
m
g'
1°
E
�
~O
O
m
E
$
�
�
N (J
a >
�
a
c5
U C3 d
d
rn
-o
v
�
�
left
0.07
0.75
0.053
0.21
0.00
0.21
0.0010
0.0200
2.0
0.0833
4.1650
5.72
right
0.14
0.75
0.105
0.42
0.00
0.42
0.0010
0.0200
2.0
0.0833
4.1650
7.42
48 3C
10.0
combined flow
0.6
0.07
0.162
3.70
Maximum allowable spread=8.75'
left
0.18
0.75
0.135
0.54
0.00
0.54
0.0010
0.0200
2.0
0.0833
4.1650
8.15
right
0.18
0.75
0.135
0.54
0.00
0.54
0.0010
0.0200
2.0
0.0833
4.1650
8.15
48B 3C
10.0
combined flow
1.1
0.11
0.231
5.30
Maximum allowable spread = 8.75'
left
0.07
0.75
0.053
0.21
0.00
0.21
0.0010
0.0200
2.0
0.0833
4.1650
5.72
right
0.07
0.75
0.053
0.21
0.00
0.21
0.0010
0.0200
2.0
0.0833
4.1650
5.72
60 3C
6.0
combined flow
0.4
0.07
0.155
3.56
Maxim um allowable spread=7'
left
0.21
0.80
0.168
0.67
0.00
0.67
0.0010
0.0200
2.0
0.0833
4.1650
8.85
right
0.22
0.80
0.176
0.70
0.00
0.70
0.0010
0.0200
2.0
0.0833
4.1650
9.00
60B 3C
12.0
combined flow
1.4
0.11
0.248
5.69
Maximum allowable spread = 10'
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 6.50
(Intensity
is 4 in/hr
for spread, and 6.5 in/hr
for capacity and
depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
d
N
U
�
O.
a
O
5
�
U
�
O
C
c
o
o
�
o
0
ya,
°'
U
�'
0
c
w
o
`m
f6
°>
c
N
c O
m
o
o
%�
o
s
p
c
r
w
L
w
E
� Q
a 9
V1
?i
�
�
�
K
a >
�
Q
U
U O d
U
rri
F
a
a
F
left
0.070.053
0.34
0.00
0.34
0.0010
0.0200
2.0
0.0833
4.1650
6.86
right
0.14
0.75
0.105
0.68
0.00
0.68
0.0010
0.0200
2.0
0.0833
4.1650
8.90
48 3C
10.0
combined flow
1.0
0.10
0.223
5.12
left
0.18
0.75
0.135
0.88
0.00
0.88
0.0010
0.0200
2.0
0.0833
4.1650
9.78
right
0.18
0.75
0.135
0.88
0.00
0.88
0.0010
0.0200
2.0
0.0833
4.1650
9.78
48B 3C
10.0
combined flow
1.8
0.15
0.320
7.33
left
0.07
0.75
0.053
0.34
0.00
0.34
0.0010
0.0200
2.0
0.0833
4.1650
6.86
right
0.07
0.75
0.053
0.34
0.00
0.34
0.0010
0.0200
2.0
0.0833
4.1650
6.86
60 3C
6.0
combined flow
0.7
0.10
0.215
4.92
left
0.21
0.80
0.168
1.09
0.00
1.09
0.0010
0.0200
2.0
0.0833
4.1650
10.61
rght
0.22
0.80
0.176
1.14
0.00
1.14
0.0010
0.0200
2.0
0.0833
4.1650
10.80
606 3C
12.0
combined flow
2.2
0.16
0.343
7.86
INLET
TYPE
AREA
(FT2�
PERIMETER
(FT)
A
(ACRES)
C
I
(IN/HR)
Q
(CFS)
D
(IN)
FLOW TYPE
18
DI-1
2.33
10.00
0.62
0.40
4.00
0.99
1.2
WEIR FLOW
18
DI-1
2.33
10.00
0.62
0.40
6.50
1.61
1.7
WEIR FLOW
18
DI-1 - 50%clogged
1.17
5.00
0.62
0.40
4.00
0.99
2.0
WEIR FLOW
18
DI-1 - 50%clogged
1.17
5.00
0.62
0.40
6.50
1.61
2.7
WEIR FLOW
38
DI-1
2.33
10.00
1.60
0.35
4.00
2.24
2.1
WEIR FLOW
38
DI-1
2.33
10.00
1.60
0.35
6.50
3.64
2. 9
WETRFLOW
38
DI-1 - 50%clogged
1.17
5.00
1.60
0.35
4.00
2.24
3.4
WEIR FLOW
38
DI-1 - 50%clogged
1.17
5.00
1.60
0.35
6.50
3.64
4.1
ORIFICE FLOW
46B
DI-7
6.56
14.33
2.32
0.40
4.00
3.71
2.3
WEIR FLOW
46B
DI-7 - 50%clogged
6.56
14.33
2.32
0.40
6.50
6.03
3.2
WEIR FLOW
46B
DI-7-50%clogged
3.28
7.17
2.32
0.40
4.00
3.71
3.7
WEIR FLOW
46B
DI-7 - 50%clogged
3.28
7.17
2.32
0.40
6.50
6.03
4.0
ORIFICE FLOW
54
DI-1
2.33
10.00
0.09
0.45
4.00
0.16
0.4
WEIR FLOW
54
DI-1
2.33
10.00
0.09
0.45
6.50
0.26
0.5
WEIR FLOW
54
DI-1 - 50%clogged
1.17
5.00
0.09
0.45
4.00
0.16
0.6
WEIR FLOW
54
DI-1 - 50%clogged
1.17
5.00
0.09
0.45
6.50
0.26
0.8
WEIR FLOW
60D
DI-7
6.56
14.33
3.42
0.45
4.00
6.16
3.3
WEIR FLOW
60D
DI-7 - 50%clogged
6.56
14.33
3.42
0.45
6.50
10.00
4.0
ORIFICE FLOW
60D
DI-7 - 50%clogged
3.28
7.17
3.42
0.45
4.00
6.16
4.0
ORIFICE FLOW
60D
DI-7 - 50%clogged
3.28
7.17
3.42
0.45
6.50
10.00
4.0
ORIFICE FLO W
STRUCTURE
DRARJAC�
D
(IN)
FLAW TYPE
A7LEC
TYPE
AREA
(PT��
PERRvIETER
(PT)
A
(ACRES)
C
I
(MMR)
Q
(CPS)
YD-1
12"Nybp6stYazd Inlet
0.43
11.19
0.15
0.55
4.00
0.330
0.55
WEIR FLOW
YD-1
12"Nybp6st Yard Inlet
0.43
11.19
0.15
0.55
6.50
0.536
0.76
WEQt FLOW
YD-1
12"Nybp6st Yazd Inlet-50%cbpged
0.22
5.6D
0.15
0.55
4.00
0.330
0.98
WEIR FLOW
YD-1
12"Nybp6st Yazd ltilet-50%cb�ed
0.22
5.60
0.15
0.55
6.50
0.536
2.58
WEIR FLOW
YD-lA
12"Nybp6st Yard Inlet
0.43
11.19
0.16
0.60
4.00
0.384
0.61
WEIIt FLOW
YD-lA
12"Nybp6stYard lrrkt
0.43
11.19
0.16
0.60
6.50
0.624
0.87
WEIR FLOW
YD-lA
12"Nybp6st Yard Inlet-50%cbgged
0.22
5.60
0.16
0.60
4.00
0.384
1.32
WEIR FLOW
YD-lA
12"Nybp6st Yard Inlet-50%cbpged
0.22
5.60
0.16
0.60
6.50
0.624
3.50
WEIR FLOW
YD-1B
12"Nybp6stYard Inlet
0.43
11.19
0.10
0.55
4.00
0.220
0.42
WEB[ FLOW
YD-1B
]2"Nybp6st Yard Inlet
0.43
1L19
0.10
0.55
6.50
0.358
0.58
WEIR FLOW
YD-1B
12"Nybp6stYazd Inlet-50%cbggrd
0.22
5.60
0.10
0.55
4.00
0.220
0.67
WEIR FLOW
YD-1B
12"Nybp6st Yard Inlet-50%cb�ed
0.22
5.60
0.10
0.55
6.50
0.358
1.15
WEIR FLOW
YD-2
l2"Nybp6st Yard Inlet
0.43
11.19
0.05
0.30
4.00
0.060
0.18
WEIR FLOW
YD-2
12"Nybp6st Yard Inlet
0.43
11.19
0.05
0.30
6.50
0.098
0.24
WEIR FLOW
YD-2
12"Nybp6st Yard Inlet-50%cb@ged
0.22
5.6D
0.05
0.30
4.00
0.060
0.28
WEIR FLOW
YD-2
12"Nybp6st Yard Inlet-50%cb�d
0.22
5.60
0.05
0.30
6.50
0.098
039
WEIR FLOW
YD-2A
l2" Nybp6st Yard Irtkt
0.43
11.19
0.07
0.50
4.00
0. l40
031
WEIR FLO W
YD-2A
12"Nybp6s[Yard Inlet
0.43
11.19
0.07
0.50
6.50
0.228
0.43
WEIR FLOW
YD-2A
12"Nybp6st Yazd Inlet-50%cbgged
0.22
5.60
0.07
0.50
4.00
O.140
0.49
WEIR FLOW
YD-2A
12"Nybp6st Yard Inlet-50%cb�ed
0.22
5.6D
0.07
0.50
6.50
0.228
0.68
WEIR FLOW
YD-2B
15"Nybp6s[Yard Inlet
0.64
5.4D
0.35
0.50
4.00
0.700
1.48
WEIR FLOW
YD-2B
15"Nybp6st Yard Irtkt
0.64
5.40
0.35
0.50
6.50
L138
2.04
WEQt FLOW
YD-2B
15"Nybp6st Yazd Inlet-50%cbpged
0.32
2.70
0.35
0.50
4.00
0.700
2.35
WEIR FLOW
YD-2B
15"Nybp6st Yazd Inlet-50%cb�ed
0.32
2.70
0.35
0.50
6.50
L138
5.25
ORIFICE FLOW
YD-2C
12"Nybp6st Yard Inlet
0.43
11.19
0.20
0.55
4.00
0.440
0.67
WEQ2 FLOW
YD-2C
12"Nybp6stYazd lrrkt
0.43
1L19
0.20
0.55
6.50
0.715
1.15
WEBi FLOW
YD-2C
12"Nybp6st Yazd Inlet-50%cb�ed
0.22
5.60
0.20
0.55
4.00
0.440
1.74
WEIR FLOW
YD-2C
12"Nybp6st Yazd Inlet-50%cbpged
0.22
5.60
0.20
0.55
6.50
0.715
4.59
ORIFICE FLOW
YD-2E
12"Nybp6stY
Design Storm Year =
10
INLET
Design Year:
OUTLET WATER
10
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Project:
Hr
11
Pleasant Green
11
- Phase II Job #:
JUNCTION LOSS
182154
Prepared by:
FINAL
INLET WATER
AML, PE
RIM
Design Storm
Year =
10
NTH OF
SCOTT R. LINS�
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182154
SCALE
N/A
SHEET NO.
21
STATION
SURFACE ELEV
ZW
H
SURFACE ELEV.
ELEV
V.
Ho
Qm
Vm
QI*V�
VI /2g
H�
ANGLE
Ho
Ht
1.3Ht
.Slip
722.32
27.68
15
1.10
0.000
0.01
0.9
0.0
20B
0.00
0
0
0.00
NA
N/A
0.01
722.33
728.50
721.45
27.78
18
4.58
0.002
0.05
2.6
0.0
12B
3.8
2.1
8.148
0.1
0.03
11
0
0.05
NA
0.03
0.08
721.53
730.58
721.80
20.90
18
3.79
0.001
0.03
2.1
0.0
18
2.4
L4
3.319
0.0
0.01
76
0.01779
0.05
NA
0.02
0.05
721.85
729.00
722.05
22.32
18
2.42
0.001
0.01
1.4
0.0
20
1.1
4.1
4.488
0.3
0.09
75
0.15631
0.25
NA
N/A
0.27
722.32
728.42
723.50
147.12
15
0.66
0.000
0.02
0.5
0.0
22
0.2
0.2
0.036
0.0
0.00
24
7.2E-05
0.00
NA
0.00
0.02
723.52
731.92
727.68
27.74
15
0.21
0.000
0.00
0.2
0.0
24
0.2
0.2
0.036
0.0
0.00
37
0.00013
0.00
N/A
0.00
0.00
727.68
734.25
728.02
29.74
15
0.21
0.000
0.00
0.2
0.0
26
0.00
0
0
0.00
NA
N/A
0.00
728.02
734.25
709.50
28.04
15
2.01
0.001
0.03
1.6
0.0
8B
L5
5.9
8.56
0.5
0.19
0
0
0.20
NA
N/A
0.22
709.73
715.33
704.60
46.37
24
9.89
0.002
0.09
3.1
0.0
2
9.9
3.1
31.14
0.2
0.05
51
0.07235
0.16
N/A
N/A
0.25
704.85
705.50
705.53
133.85
24
9.89
0.002
0.26
3.1
0.0
4
9.9
3.1
31.14
0.2
0.05
66
0.08466
0.18
N/A
N/A
0.43
705.96
713.00
709.35
12.54
24
9.89
0.002
0.02
3.1
0.0
8
7.7
2.4
18.65
0.1
0.03
73
0.05624
0.13
NA
N/A
0.15
709.50
715.58
711.43
93.37
24
7.66
0.001
0.11
2.4
0.0
10
7.2
2.3
16.39
0.1
0.03
0
0
0.05
NA
N/A
0.16
711.59
723.58
719.60
93.89
24
7.18
0.001
0.09
2.3
0.0
12
4.6
5.5
25.13
0.5
0.16
7
0
0.18
NA
N/A
0.28
719.88
730.42
725.42
90.62
15
2.46
0.001
0.13
2.0
0.0
14
2.1
1.7
3.527
0.0
0.02
12
0
0.03
NA
0.02
0.15
725.57
734.00
727.10
104.11
15
2.08
0.001
0.11
1.7
0.0
16
0.6
0.5
0.266
0.0
0.00
72
0.00205
0.01
NA
0.01
0.12
727.22
735.42
728.27
28.26
15
0.57
0.000
0.00
0.5
0.0
1 GI3
0.00
0
0
0.00
NA
N/A
0.00
728.27
735.50
INLET
OUTLET WATER
L.
Do
Q.
Ss,
He
JUNCTION LOSS
FINAL
INLET WATER
R
POINT
DOWNSTREAM
STRUCTURE
DRAIN
AREA
RUNOFF
COEFF.
CA
INLET
TIME
RAIN
FALL
RUNOFF
Q
INVERT
ELEVATIONS
LENGTH
SLOPE
DIA
CAPA-
CITY
VEL
FLOW
TIME
INCR
ACCUM
ACRES
C
MIN
MIN
C.F.S.
UPPER
LOWER
FEET
FT./FT.
INCHES
C.F.S.
F.P.S.
SEC
16B
0.12
0.75
0.09
0.09
6.00
6.35
0.6
16
727.50
727.27
28.26
0.0081
15
5.8
3.0
9.4
16
0.32
0.75
0.24
0.33
6.16
6.30
2.1
14
727.17
726.10
104.11
0.0103
15
6.6
4.7
22.2
14
0.09
0.75
0.07
0.40
6.53
6.20
2.5
12
726.00
724.42
90.62
0.0174
15
8.5
5.9
15.3
12
0.10
0.75
0.08
1.30
9.23
5.53
7.2
10
719.58
718.00
93.89
0.0168
24
29.3
7.6
12.3
10
0.13
0.75
0.10
L40
9.44
5.49
7.7
8
711.50
709.83
93.37
0.0179
24
30.3
8.0
11.7
8
0.13
0.75
0.10
1.82
9.63
5.45
9.9
4
708.00
707.75
12.54
0.0199
24
31.9
8.9
1.4
4
0.00
0.90
0.00
1.82
9.66
5.44
9.9
2
707.00
703.93
133.85
0.0229
24
34.2
9.3
14.4
2
0.00
0.90
0.00
1.82
9.89
5.39
9.9
SWM D'
703.83
703.00
46.37
0.0179
24
30.3
8.6
5.4
SB
0.12
0.75
0.09
0.32
6.49
6.21
2.0
8
70833
708.10
28.04
0.0082
IS
5.8
4.3
6.5
26
0.09
0.40
0.04
0.04
8.00
5.81
0.2
24
727.17
727.02
29.74
0.0050
15
4.6
1.8
16.1
24
0.00
0.90
0.00
0.04
8.27
5.75
0.2
22
726.92
726.68
27.74
0.0087
IS
6.0
2.2
12.6
22
0.20
0.40
0.08
0.12
8.48
5.70
0.7
20
726.58
722.50
147.12
0.0277
11 15
10.8
4.7
31.2
20
0.24
0.60
0.14
0.43
9.00
5.58
2.4
18
721.08
720.85
22.32
0.0103
18
]0.7
4.8
4.6
18
0.62
0.40
0.25
0.68
9.08
5.56
3.8
12B
720.75
720.60
20.90
0.0072
l8
8.9
4.8
4.3
12B
0.26
0.55
0.14
0.83
9.15
5.55
4.6
12
720.50
720.25
27.78
0.0090
18
]0.0
5.5
5.1
20B
0.15
0.80
0.12
0.17
6.00
6.35
1.1
20
721.50
721.18
27.68
0.0116
15
7.0
4.1
6.8
YD-1B
0.10
0.55
0.06
0.06
6.00
6.35
0.3
YD-lA
714.00
711.33
65.80
0.0406
12
7.8
4.9
13.4
YD-IA
0.16
0.60
0.10
0.15
6.22
6.29
0.9
YD-1
711.33
710.33
47.80
0.0209
12
5.6
5.2
9.2
YD-1
0.15
0.55
0.08
0.23
6.38
6.24
1.5
8B
710.33
709.50
41.30
0.0201
12
5.5
5.9
7.0
POINT
DOWNSTREAM
STRUCTURE
DRAIN
AREA
RUNOFF
COEFF.
CA
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TIME
RAIN
FALL
RUNOFF
Q
INVERT
ELEVATIONS
LENGTH
SLOPE
DIA
CAPA-
CITY
VEL
FLOW
TIME
INCR
ACCUM
ACRES
C
MIN
M
INLET
OUTLET WATER
L.
Do
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JUNCTION LOSS
FINAL
INLET WATER
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740
740
765
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76o
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755
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750
750
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/
745
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740
6.0,
EXISTING GRADE
740
HT. OF
OBJ.=3.5'
735
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DUNNAGAN DRIVE &RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE
750
750
HT. OF
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745
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735
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735
s O\5
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730
LINE OF SIGHT
HT. OF
730
YE =
5'
/
ROPOSED
GRADE
725
0
725
0
720
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720
EXISTING
GRADE
715
/
715
HT. OF
OBJ.=3.5'
710
710
705
705
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LITCHFORD ROAD & RENWICK LANE INTERSECTION SIGHT DISTANCE PROFILE
76o
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1 inch = 50 ft
76o
HT. OF
OBJ.=3.5'
SIG
T DISTANCE=2
LINE OF SIGHT
0'
755
—
HT. OF
755
SIGH
DISTANCE
EXISTING
GRADE
HT. OF
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750
750
PROPOSED
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745
745
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+50
755
SCOTT/R. Ct?LLINSZ
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740
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735
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730
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765
765
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REVISIONS
emu' L L I N E N I N E E P I N G DATE REVISION DESCRIPTION R3a c�� EIO
0
12/11/20 INITIAL SUBMITTAL co�3 z y
200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902-434.293.3719 2/15/21 REVISED PER ALBEMARLE COUNTY, VDOT, & ACSA COMMENTS
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4/26/21 REVISED PER ALBEMARLE COUNTY & VDOT COMMENTS r °
PROJECT 11/4/21 REVISED PER ALBEMARLE COUNTY & ACSA COMMENTS cn~ hJ
N m � Co W PLEASANT GREEN PHASE 2 - FINAL ROAD PLAN I�7 �TTj ti�
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SIGHT DISTANCE PROFILES
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these plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of COLLINS ENGINEERING.
- (11) LSR STREET TREES ALONG
_� ._• _ 758 - / MCCOMB STREET/ CLING LANE-
--
- • ' `• 75'6
760 .-754�
LOT LOT -'.•,.• •:•;.`•'• • -/.•':•; `;:• :'•` •;:;: - ;zs?- 7s � , � O
_•-..•,..OPEN S PACE ': • . •
- - - -
- - - - _
) LOT i 8' 1/t9 �5D �-,,, _� '.-:•':•-,•: ;.-;-•:•':•- ?ram' ,�'��r --- � \ \ � � �� \
LOT 147 : '• _M \ - I . - . • . - - :n;,ro- nr STIR ET �` -
/ 4 � � '-- M / PROPOSED vOMB R8 56 R/W) i� � — --� �,, / _ -- 1.� _. —
\ I - _
145
1 I
- - - \(25) UAP STREET TREES ALONG - - -
' / MCCOMB STREET LING LANE
CLIN
G E -
T/C
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SCOTT /R. ObLLINS Z
No. 35791 ,a
12/27/21��
1 3 I
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1• �n - -
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LOT
3 I I LOT L05� 156 55 - 1 rf ' - \ / J / \1 r y O U j
16 LOT LOT �58 1 y ---/ �v� _ '��//�I� `U)` to `-
LOT 1'1 1 LOT 161 i6o ----- /) \ \ oC� V/ z < i
i6 / _1 16z -r - v y 2i / / �••� O r u
LOT - 75G_-- ;.`'.•'.�: / / A csm•�F \ �� 1 / �� u
LOT/ I
SOS _•'. 184 f. (6) LSR STREET TREES- -
167 :'- • :.: •:' `�'. ALONG LEXI LANE
„
:•'OPEN SPACE:Ll
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'(0 37 AC) •_`/ / / LOT
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LOT 1 0 .`•' •`:•'::y:-, -•- 182 � / 1 �vv \v / / � \\V ���� � ---- �---;, Y/ l V L
� I 1- 9 � : `: •' -. •, • / (7) UAP STREET TREES �
\ \ \ - -
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ALONG LEXI LANE-
¢ - :I: 'I. �,. v • / \ / \ r _ ;: _ /- \ LOT
PHASE III
i8o / (FUTURE)
Q 7 (5) LSR STREET TREES -OT
aJ' n ALONG DUNNAGAN DR - - 179
LOT LOT LOT o - 170 11 1 z LOT LOT LOT :'/ LOT/
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(35) CIP STREET TREES \ ✓ % - / /
ALONG RAMBLING BROOK LN
- - 728_��
i - (3) QP STREETTREES \
i -
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ALONG L TCHFORD RD /
/ y -
e S • _ I - z UAP STREETTREES � \ -� ,C, ti 4' / / \\ "' i -- - - �cei
'" ,� - - ', '' '. ..•-,, !`-_ � �.736 ONGRAMBLINGB \ `:l\\ �� e CA
(z) UAP STREETTREES / �p e l / $T / i� - — _ i N
/ x - ALONG LITCHFORD RD
ALLEY / M � � � - \ , x � � cy) z
.. ,. - ., .. ..,. PROPOSED BLIC ROAD / __ -_. ___ ,.. � � � � � ' / .. ,. -� � � /�� i .•. r -,r°.. � \- M__ M PR VATS EA234, PG, 227 R/W) LO
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SO/ OPESPACE
82 6 CEMETERwLL
81 J J
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y L r I - - 79 / _ �T LOT / PROPOSED 6'- y - / - j' S4 / ;' / / / — Q
' (0.19 AC) � � I I 78 7 0 77 / 76 \ \ _ I': -,.: .•. •,-.... : �, : —
< ;. • -. • LANDSCAPING \, / / - '\ \ O T j / :' f / /I I \\\ - / : i Z
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\ \ - - -r �\� / LOT �/ / o° o LOT / \ _
07 / PROTECTION FENCING _ / a o'
® J \ — — - — — / — - \' ' �. :y'� _ /' / ]1 ,� ` —/ �9 PHASEf Zor e .y U Q U
PHASELn
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OO O o�®o '.`y !•; :� : , . y , . f o / / �\ - / i i \� / LLI
-----r1La \��o� -- i ---- eyQO°-OOQ�O°O°Oo00�0\ - - - : .,'`' \ 7 // / �\- LOT -- / / i \ \ I- Z Z
■N \ '�OOQ-0 oo000 0 0Oo-0�iQoOOOoOo� \--,� - - // 1� 3 // \' LOT \\\\ �o�oPoo-�. w
- Z - f j \ - i \ / - \ \ _ i i - - - - :�: \ \ - - / LOT / // / LOT /x/ / LOT 22 \ \ \ \ P��m m �� � W J
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L J — x — / / \1 Y $� LLI
- - % PROPOSED LIMITS OF \ \, 68
TREE CLEARING (TYPJ
LANDSCAPING NOTES: \ - \ - - - - \ \ \ \ / LO�\\ \
1. 1 LARGE STREET TREE PROVIDED FOR EVERY So'OF STREET FRONTAGE. \ - - - - - _ y / \ o \ / B (�
z. STREETTREES SHALL BE LOCATED io' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES. \ / LIMITS OF STREAM \ O \ \/
O C\
LINE- ROPERTY
BUFFER TYP. \ f
STREET TREES SHALL BE LOCATED 10' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND 5' AWAY ( ) FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN 1o'. STREET TREES MAY BE PLANTED ON TOP
OF DRAINAGE PIPES INSTALLED AT A DEPTH OF idOR GREATER. v v l A - -' Oo v v ' v v I \LOT\ V A \
3. STREET TREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING \ \ - \, / - - - _ _ \ \- / / \ Oo \ \ 4
OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE \ EXISTING STREAM
OVERALL HEALTH OF THE PLANT. v v v v v - /` V Oo v \ s'
4. STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES \ \ \ \ \ _ �) \ �_- - - �� J \ \ O° \ \ \ \ \ \ / \ Abe . •'.
AND SHALLBEACCOMMODATEPEDESTRIANS. PEWEEN 2' AND 7' ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES oO 0°�2Oo a 0 (0 co) a a a 0 a 0 0 0 00 0 a aO O o \
5. TOTAL STREET FRONTAGE 5,542' 1 A O o0 A v _ - - - OOO
REQUIRED STREETTREES: 112 (1 TREE PER EVERY 50' OF STREET FRONTAGE) - - \ \ 0O o \ / \� 10o YR FLOODPLAI \ Oo
PROPOSED STREETTREES: in - - \ \ �.p �\� ' - - \ \ Oo Oo
STREET FRONTAGE ALONG RAMBLING BROOK LANE: 3,085' - - - - - - - \ Z°0 Oo \ \ ✓ \ \ - \ OO \ \ ` ; : •\ \
REQUIRED STREETTREES: 62 - - - - - -
PROPOSEDSTREETTREES: 6z --- /\ / OO 'C/ \\ ':•\:-'�-� SWM ♦.'�- \
\ \'
STREET FRONTAGE ALONG LITCHFORD ROAD: 250-- - - - � � \ o \ I \ /� OO \ `•
REQUIRED STREET TREES: S
PROPOSED STREETTREES: 5
STREET FRONTAGE ALONG LEXI LANE: 574' �'� ---- v vv vv �v� v \\\ ��°O�\--/� �� �� ---� vyv vv �OOOo�- `•:�:� ^` %.�
REQUIRED STREET TREES:22
PROPOSED STREETTREES: 13
STREET FRONTAGE ALONG DUNNAGAN DRIVE:343'
REQUIRED STREETTREES:?
PROPOSED STREETTREES: 5
STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF)/CLING LANE (PORTION OF): 2,289'
REQUIRED STREETTREES: 26
PROPOSED STREETTREES: 26
PHASE II PLANT LIST
SYM
I COMMON NAME
BOTANICAL NAME
SIZE
CANOPY
QUANTITY
TOTAL
STREETTREES
LSR
ROTUNDILOBA' AMERICAN SWEETGUM
LIQUIDAMBARSTYRACIFLUA
1012'HT
206
22
4532
QP
WILLOW OAK
QUERCUS PHELLOS
10-12' HT
370
40
14a00
UAP
PRINCETON'ELM
ULMUSAMERICANATRINCETON'
10-12'HT
397
51
20247
TOTAL CANOPY:
39579
\ \o \ \ GRAPHIC \ \\ OPEN SPAC
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A/ A••
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\ \ \ \ \ \ \ \ \ \ \ \ob \ \ I in = 40 ft.
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182154
SCALE
40
SHEETNO.
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1992 3.38
FENCING AND
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DRIP USE � (
RING
I \ f` v'•.;:<:r ?','., III er
'•: Y..:1..• •:
CORRECT"•• OF
�.•' CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
Source: Va. DSWC
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURVEY TAPE.
REFER TO SPECIFICATIONS FOR
FURTHER INFORMATION
GUYWIRES WITH RUBBER HOSEAND
TURNBUCKLES 213 UPTREE
2"n" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail
2/3 OF BALL AS SHOWN Not To Scale
SCARIFY SUBSOIL TO 4" MIN. DEPTH
DOUBLE STRAND #22 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2' HARDWOOD STAKE
CUT & REMOVE BURLAP FROM TOP
43 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4' MIN. DEPTH
MULCH SAUCER
FINISHED GRADE
TREES UP TO 4" CAL. SHALL BE STAKED.
TREES 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED
TWISTED, #s2 GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
AROUN D TR UNK ABOVE BRANCHES
AS SHOWN, FLAG WIRES WITH
COURVEY TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED SOIL MIX
COM PACTED SUBGRADE
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Evergreen Tree Planting Detail I (iS) LAP STREETTREES
Not To Scale I I ALONG MCCOMB ST
\ CONTRACT PURCHASER SIGNATURE (DATE)
RI - 401 sriroh Pegs 2 pr t
CUNGLANE
Plate 3.38-2
County of Albemarle
CotnerVdH m Plan Checklist— To be placed on Landscape Plans
(Handbook pp 111-284-111-297 for complete specification)
1. The followlne items shag be shown on Me plan:
El Troestobeseed;
KI Limi efdeming(outaid pkneofhemtobesaved),
® Lomtion and type ofprotwrivefmang5
® Grade changes requirtg tree we11s orwalls',
Pmposedtrmchivgo elh:gbeymdthelitmtsofelearng.
2. arM
0 An teces m be saved shag be marred vnth prmt ornbbon at aheghl clearly visible m equipment Weratecs.
93 No grading shall begin uvfil the hce madw hns bem inspected and approved by a CountyInspector.
3. PreLomtrnUlon Conference:
El Tree preservation sed protection mersums shall be reviewed with the contractor m site.
a Eauiomem Ooemtionand Smra�eSmra�e:
LI
Hca,y equipment, vclursum traffic and a[megc ofcontruchm matmals including soil shall not bap¢mitted wiNht the drplvlea of trees
e,beaaved.
a Son Erod,oi and Smrmwate.I Detention Devka:
® Such devices shall rat adv ersdy affect hews to be saves.
6 FhI
E7 Firuv are natpemutted widun100 fat ofthe ddpline of haea to ba saved
7 '1 n Materials
® Toxic matcrela elmB not be stored within 100 feet oftM dxiphve oftr«ambe saved.
S. Protective Venture:
Ll
� Trees to be rttaind witldn 40 feet ofaproposed building or grading activity shall be protMed by fencing.
Fmdng a1mB be N p]ace aM shall be inspcted aM approves by a County Inspmtox pdor to goring or constructien.
9. 1beeWelh:
® Whavtoundlevel mus[be raised wi[Iw Ne drpline ofa heats be saved etrea weB shall ba provided soda mxuhuckml detail
subnutted edfcfor appmvel.
to Tree warn:
® Whenthegr dlevelmuatbelowemdwitlunthedriplineate fob swM,avewalsh beprovided:a acwistrucnnndetail
subnutted for approval.
Il I aorclu tl ImmI
mden trendy re - ll Is, flu th knits terrefive it shall a acne as far away from Ne trlmha ofheea tt y ftes1 c roots. ing
radar 1 ge hoe shall be d erns mdtammvewhevtis mdlcipated that veeeaemy hmcmvg wID deahoy Feeder xpda.
t2. C
® Noteclive fencing shall be the lu[ iteins removed doming the final deenup.
13. oamaeed Trces:
® Dmvssedtraesshsllb afar immediately by pmturlg, firvlirdion or otharmdltods recommended by ahce specialist.
NOTE: IT IS THE DEVE PER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON THEE CONSERVATION
REQUIREMENTS.
I
/ / l
OPEN SPACE •;: ; ,
IF' —
(0.14 AC) LOT
%LOT
' \ LOT LOT 151
• •' \ A
LOT ` 110/ 149 i5°
i r
LOT \ 247
LCiT
LOT i45 i46LO
LOT 144
LOT 142 -it
SCOTT/R. Ct?LLINSZ
No. 35791 a
12/27/21��
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EX�STIN� — — — �v T,v Los I :.
CONSERVATION PLAN NOTES:
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT / \ LOT
CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE i i / / / / - LOT I I - 1,158
MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY
ENGINEERING DEPARTMENT. '�
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL / \ 1 I - - I LOT 1
NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. / I / / �' / _ - - -r J, �I - I 1 - i69
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES // 1 // / (n I ' / 1 / / / / I �' / II I LOT
LOCATIONS PRESERVED AND PROTEOORDDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE / /- - - - _ - - \ 1 / / / / / 1 / / 1 / /' / / / I I II i35 iDc oQ; L i l - • ' ' 4.
`
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED \ \ I �' / // / / / ' / ❑ \ LOT
AND PROTECTED.
5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / / 1 1 \ _ _ - - / / // / / / -� J \ \ 134 Z °' - (5� ) LSR STREETTREES
PRESERVED AND PROTECTED. / / \ I - I - - I / / / / / - - = I \LOT _-� 6; I ALONG DUNNAGAN DR - -
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED \ / - - - - �' I / - I �` 3 -- Ili - LOT LOT LOT
BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. / \ / - d 'll • 170 LOT L(
J \ \ ' / J_ / - - - I LOT a - i7i i7a i73
7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR 3 - -
' � iz I
S LOT h I
OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF - OT
CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT / / ' 1 I ' 1 -_ I I LOOT: 12� i3o IV
POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING / i - - ` - - ' / / / / /^ I �i- / - \ / ` / LOT LOT I I �6- -127 i'z8 •'
WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / ' - I iOz i 4 - - I I I- �31--- ---- - - _ --- �I
/ -1 - S/ 12 i I I LOT
8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED / /\ \ I \ I O ' �/ I'W LOT /LOT I I _
CONTROLSHALL EREPAIRED HANDBOOK.I CARET ORYSERIOUS ACCORDANCE
INJD RUES SHALLTHE PRACTICES BE PRESCRIBEDNBYHA PROFEON AND SEDIMENTSSIONAL FORESTER O� V I MT i20 iu
LOT OR TREE SPECIALIST. // �' \ \ �� �' -.- � � I pU
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND / / \ \ - -' / �'" LOT LOT ii8 I �. w.-. 1 / / _ _ I I `• 'v a u
PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT \ LOT L�T w. _ x • / o _
ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS / \ - - - - -
i _ 11
x
LOOSENED. / � � � - � �� \ LOT LOT ii4
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN / / \ / / / \ \ LOT i12 113.
MEASURES REMOVED DURING THE FINAL CLEAN-UP.
LOT
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V / / / ..• .: .". i°3 - I,' / / I I � 1 I I'I�' i I -.- FACILITY'C'
/ / / i :• : •': : . •: •': = R ._ °p. V /:.- _ T J I I (27) UAP STREETTREES -LOT LOT p• -
/ / / ' : •':1 - •/ - -' ' pROpp E s - - \ - - ALONG RAMBLING BROOK LN I LOT g ' ,83 J P ' LOT LI
/ / / / _ M x , - / I ✓ LO= -I/ r - OPEN SPLOT'
LOT r / (0.19 AC)
/ / T ion LOT89 / I j
(35) OP STREET TREES /
/ :%_:•: `. '.T4'• m ,COT gO I L- / / / / '
/ ;..-/--;..; -. , / - - � \/✓ � � � / ..; �� M � \ - %ALONG RAMBLING BROOK -LN 732 ( \ / / I I
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x _ - \ - - - \ - / / �O o0 00 00 00 00 00 \ \
C• - ; .:. . , • y :'-/.''- OPEN SPACE PROPOSED 6i :. - -LOT 94 °O ' ` \
J' I, \ S - " oo- \ \
• : •:: ' :` ': :` ' - �i:::LANDSCAPING
.12 AC) :� EASEMENT � / r • •: - r -' �], ` C 1 \ 1 LOT � ` /
' s / LOT x I ` ': '7 gym _ -0 00 00 0° 0-0 o / Z
WM _ / s �.• y f.': .•. 11 LOr t .y' / _''
\_;..;._:•;. FACILITY'S f... 100 / _�. :�'. 1 _ -
\ / , . /'. •; . • `•_ : •. -. \ _ — - _ 1' 1 LO \ � � i : - ': � •, :•; : •..•_�:' •:. •; : -; �:: •; : % •. • :�': • '.1' . • � / . BOO _ i - - � / - - - - � C�-Co}�'� �
• F'.'; • ; • %' PROPOSED TREE - - - -
.:'. _ _ LOT 9 : _'. : •': •OPEN SPACE /, •.. / / i
PROTECTION FENCING
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\ \ ' - - / / 0�-• -•' • /j - - - LANDSCAPING NOTES:
_ _ - - - _ - :: , • ` / T \ / / LI \~ / 1. i LARGE STREET TREE PROVIDED FOR EVERY 5o' OF STREET FRONTAGE.
` J \
2. STREETTREES SHALL BE LOCATED io' MIN. FROM WATERLINE AND SANITARY SEWER STRUCTURES.
STREET TREES SHALL BE LOCATED io' MIN. FROM THE MH CENTER OF STORM STRUCTURES, AND S' AWAY
QOO O�- s d FROM DRAINAGE PIPES INSTALLED AT A DEPTH LESS THAN id. STREET TREES MAY BE PLANTED ON TOP
oO q PROPOSED LIMITS OF �O LIMITS OF STREAM OF DRAINAGE PIPES INSTALLED ATA DEPTH OF io' OR GREATER.
TREE CLEARING (TYP.) I / ( 3. STREETTREES SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE HEIGHT; THETOPPING
/i / / /OOO Do0 U_ BUFFER(TYP.)
/ / Oo o Oo I / \ OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE
p i-/ / --- 00000o 00�00 �OO o� O O / o0O
\ / X O 0 OVERALL HEALTH OF THE PLANT.
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o0oS9Y� - / _ / Oo °O / / ! \ 4. STREETTREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION SIGHT DISTANCE TRIANGLES
// SHALL BE MAINTAINED BETWEEN 2' AND T ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES
AND ACCOMMODATE PEDESTRIANS.
\ \ 5. TOTAL STREET FRONTAGE=5,54"
//
REQUIRED STREET TREES: 212 (1 TREE PER EVERY So'OF STREET FRONTAGE)
PROP ✓ j OSED STREET TREES: `/ ui
\ \ \ ��-00'�� �jo I y �.� �/� / - �/ // / - - - - \ STREET FRONTAGE ALONG RAMBLING BROOK LANE: 3,o85'
REQUIRED STREETTREES: 62
PROPOSED STREETTREES: 62
STREET FRONTAGE ALONG LITCHFORD ROAD: 250'
\ -' / /\ -_ -\ / / --------_--------' REQUIRED STREET TREES: 5
PROPERTY LINE- /i / _ _ ' - lI / j PROPOSED STREETTREES: 5
- - - - / - - - - -STREETREQUIRED STREETTREES: 12 NE: 574'
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PHASE II PLANT LIST
SYM
COMMONNAME
BOTANICAL NAME
SIZE
CANOPY I
QUANTITY
I TOTAL
STREETTREES
LSR
ROTUNDILOBA' AMERICAN SWEETGUM
LIQUIDAMBARSTYRACIFLUA
10-12'HT
206
22
4532
QP
WILLOW OAK
QUERCUS PHELLOS
10-12' HT
370
40
14800
UAP
PRINCETOWELM
ULMUSAMERICANATRINCETON'
10-12'HT
397
51
20247
TOTALCANOPY:
39579
PROPOSED STREETTREES: 23
STREET FRONTAGE ALONG DUNNAGAN DRIVE: 343'
REQUIRED STREET TREES: 7
PROPOSED STREET TREES: 5
STREET FRONTAGE ALONG MCCOMB STREET (PORTION OF)/CLING LANE (PORTION OF): 1,289'
REQUIRED STREET TREES: 26
PROPOSED STREET TREES: 26
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JOB NO.
182154
SCALE
ill _ 401
SHEET NO.
25