HomeMy WebLinkAboutSUB202000021 Action Letter 2020-11-30COUNTY OF ALBEMARLE
Department of Community Development
401 McIntire Road, North Wing
Charlottesville, Virginia 22902-4596
Phone(4341296-5832 Fax(4341972-4126
November 30, 2020
Scott Collins
Collins Engineering
200 Garrett Street, Ste K
Charlottesville VA 22902
scott(a)collins-engineerinq.com
RE: SUB202000021 Foothill Crossing Phase V Modification Request
Dear Mr. Collins
The Albemarle County Planning Commission, at its meeting on June 16, 2020, approved the
applicant's request to waive the establishment of sidewalks on both sides of a public street, as
required under County Code §14-422, by a vote of 7:0. This approval is subject to the following
condition:
1. The locations of sidewalks for the Foothill Crossing Phase V development must be in
general accord with the sidewalk locations as shown on the plans entitled "Foothill
Crossing Phase V - Road Plans, SUB2020-00021," which were prepared by Collins
Engineering and are last dated March 30, 2020.
A copy of the plans entitled "Foothill Crossing Phase V - Road Plans, SUB2020-00021," which
were prepared by Collins Engineering and are last dated March 30, 2020, is attached to this
letter.
If you should have any questions or comments regarding the above noted action, please do not
hesitate to contact me at (434) 296-5832 or email: mgleason(a)albemarle.org.
Sincerely,
k"*
Mariah Gleason
Senior Planner
Planning Division
Cc. Daily South Investments LLC
PO Box 1467
Charlottesville VA 22902
GENERAL NOTES
OWNER:
GLENBROOK, LLC
PO BOX 1467
CHARLOTTESVILLE, VA 22902
DEVELOPER:
RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET, SE SUITE 400
CHARLOTTESVILLE, VA 22902
ATTN: ALAN TAYLOR
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
05600-00-00-057B3
TOTAL AREA:
5.84 AC.
ZONING:
R-6 RESIDENTIAL, STANDARD LEVEL — CLUSTER DEVELOPMENT
DENSITY:
ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT.-6 DU/AC
5.84 ACRES x 6 UNITS / ACRE = 35 UNITS
PROPOSED DENSITY:
PROPOSED LOTS = 31
31 UNITS/ 5.84 AC. = 5.3 DU/AC.
PROPOSED USE:
31 SINGLE FAMILY ATTACHED UNITS (TYPICAL NUMBER OF BEDROOMS FOR EACH
UNIT SHALL BE (2) OR (3) BEDROOMS)
OPEN SPACE:
TOTAL OPEN SPACE PROPOSED = 1.622 AC (27.81.)
TOTAL OPEN SPACE REQUIRED (251—.) = 1.46 ACRES
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 THE SUBDIVISION.
OPEN SPACE A = 0.067 ACRES OPEN SPACE B = 0.092 ACRES
OPEN SPACE C = 1.383 ACRES OPEN SPACE D = 0.055 ACRES
OPEN SPACE E = 0.025 ACRES
RECREATION AREA:
TOTAL AREA PROVIDED = 37,950 SF (6,200 SF REQUIRED)
4,450 SF PROVIDED FOR ACTIVE RECREATIONAL TOT LOT.
(MIN. TOT LOT SIZE = 2,000 SF)
33,500 SF PROVIDED FOR THE PRIMITIVE WALKING TRAIL AND PASSIVE
RECREA TIONAL AREA.
SEE SHEET 3 FOR DETAILS ON THE ACTIVE AND PASSIVE RECREATIONAL AREAS.
PRESERVED/MANAGED
SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE
PROPERTY. SMALL AREAS OF MANAGED SLOPES ARE LOCATED
ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS
PLAN SHEET.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
NOTE: VILLA UNITS WILL BE 1-1/2 STORIES AND A MAXIMUM OF 25' IN HEIGHT
SETBACKS
FRONT MIN. 5' (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
MAXIMUM — 25' MAXIMUM SETBACK
SIDE: MINIMUM — 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL
MAXIMUM — NONE
BUILDING SEPARATION: 70 FEET, UNLESS THE BUILDING SHARES A COMMON WALL
REAR: 20' MINIMUM AND NO MAXIMUM
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
LICKINGHOLE CREEK WATER SUPPLY WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY:
TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND
ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007 THE
BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE AND
ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN
DECEMBER OF 2018.
DATUM:
NAD 83
EXISTING VEGETATION:
LARGELY WOODED WITH SMALL OPEN SPACES & LIGHT UNDERBRUSH
LIGHTING:
NO LIGHTING IS PROPOSED
PARKING:
2 OFF—STREET PARKING SPACES SHALL BE PROVIDED FOR EACH UNIT.
ON —STREET PARKING SHALL BE PROVIDED WHERE INDICATED ON SITE PLAN.
ONE GUEST PARKING SPACE IS REQUIRED FOR EVERY 4 UNITS.
TOTAL UNITS = 31 UNITS/4 = 8 GUEST PARKING SPACES REQUIRED
TOTAL ON STREET GUEST PARKING SPACES PROVIDED = 8 SPACES
PHASING:
THE PROJECT WILL BE COMPLETED IN ONE PHASE. THE EROSION & SEDIMENT
CONTROL PLAN IS SEPARATED INTO TWO PHASES.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE.
STREAM BUFFERS:
THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE
WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE
RETAINING WALLS:
A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE SHEET 5.
IMPERVIOUS AREAS:
Proposed Roadway
34,600 sf
Proposed Sidewalk
9,425 sf
Proposed Driveways
16,225 sf
Proposed Residences
58,550 sf
Proposed Emergency Access
9550
NOTES: ' '.
1) THIS PROPERTY DOES NOT LIE MTHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBERS 51003CO229D
ADOPTED FEBRUARY 4, 2005.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBEMARLE COUNTY STANDARDS.
5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE 17E TRIP GENERA7ON MANUAL, 10TH
EDITION. CODE 220 WAS USED FOR THE DEVELOPMENT
PROPOSED 31 DWELLING UNITS
ADT RATE — 732 VPD PER OU = 227 ADT (113.5 ENTER/113.5 EXIT)
AM PEAK RATE — 0.46 VPH PER DU = 14 VPH (3 EN7ER111 EXIT)
PM PEAK RATE — 0.56 VPH PER DU = 17 VPH (11 ENTER/6 EXIT)
6) ALL TRASH SHALL BE COLLETED BY A DUING DUMPSTER SERVICE — EACH LOT SHALL HAVE AN INDIVIDUAL
TRASH CONTAINER.
7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE.
8) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING
4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN
EASEMENT.
9) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL
INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
/
m
6
3
FOOTHILL CROSSING
PHASE V -ROAD PLAN
SUB2020-00021
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
LOT 11 \ ♦ ` \
LOT %% \ ♦ \
LOT io Il- �- . \ �\\ \ �♦ �`\ \
LOT 14
LOT9 ,� \ `� ♦ `� \
LOT 15 \ \ ` \♦ \ \ \ \
LOT 8 . \ LOT 16 \
�LOT7
LOT
1 j —
LOTS
LOT
LOT%
INDIGO ROAD
VAR. WDITH PUBLIC RIW
OVERALL ACREAGES
TOTAL ACRES OF LOTS: 2.99 AC (51.2i)
TOTAL ACRES OF OPEN SPACE: 1.62 AC (2789)
TOTAL ACRES OF ROW. 1.23 AC (21.07.)
EATb c /\
LOT18
LOT %g � \�
` \ LOT26
LOT zy LOT25 LOT
1 l\ - ^
LOTzo ,LOTz3
LOT 2i
LOT 22
CLAUDIUS
CROZET
PARK
SHEET LAYOUT
SCALE: 1" = 60'
GENERAL BUILDING DEPARTMENT NOTES:
1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF
THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER
VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING
SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER
OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND
PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY.
LOT28 / \
I \
' OT 29 \
\I
LOT 30 \
LOT 31
SITE
VICINITY MAP
SCALE: 1" = 2000'
ROADS LEGEND
EXISTING CULVERT
r CULVERT
DROP INLET & STRUCTURE NO.
�I-
CURB
CURB & GUTTER
0 PROPOSED PAVEMENT
EC-3A DITCH
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
— _ _ —
_ CLEARING LIMITS
T
EXISTING CONTOUR
zoo PROPOSED CONTOUR
VDOT STANDARD STOP SIGN
• PROPOSED SPOT ELEVA77ON
FINAL SITE PLAN SHEET LIST
Sheet Number
Sheet Title
1
2
COVER SHEET
EXISTING CONDITIONS
3
SITE PLAN
4
UTILITY PLAN
GRADING & DRAINAGE PLAN
5
6
ROAD PROFILES
7
STORM PROFILES
SANITARY PROFILES
8
9
NOTES & DETAILS
10
11
SITE UTILITY DETAILS
LANDSCAPING PLAN
12
DRAINAGE AREA PLAN & CALCULATIONS
13
CULVERT PLAN
TOTAL SHEETS
13
BASIN
SCOTT R. LINS�Z
Lic. No. 035791.11-
13 0 <<�rj� v 03/30/2
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN
APPROVALS.
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TMP:
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OWNER:
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MANAGED STEEP SLOPES
f
ACREAGE:
9.72 AC
0
ZONING:
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EXISTING TREELINE
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D.B./PG.:
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SCOTT R. NEE
USE:
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- - - - - - - - - - 100 STREAM BUFFER
1 Lie. No. 035791
103/30/20 ti
m ■ ■ ■ ■ ■ ■ ■ ■ m FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY
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FOOTHILL CROSSING GREENWAY AREA
EXISTING LOT LINE
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TMP: 056A2-04-00-000AO
OWNER: PARKSIDE VILLAGE HOMEOWNERS
ASSOCIATION, INC
ACREAGE: 5.69 AC
ZONING: R-6 RESIDENTIAL
D.B./PG.: 3205/626
% USE: OPEN SPACE FOR THE PARKSIDE *#4v
VILLAGE NEIGHBORHOOD •
_ -7-
- NO2° 44' 1 YE 49.99'
056A2-04-00-00600 / f
\ \ \ J PARIS[, RONALD & ALBERTA \ f
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D.B. 4911 PG. 546
056A2-04-00-01700
MURRAY
, DENISE
EX. ACSA SANITARY SEWER
IN 20' ACSA SANITARY ESMT
D.B. 1997. PG. 235
/ 100' STREAM BUFFER FOOTHILL CROSSING II
CURRENTLY UNDER
CONSTRUCTION PER
APPROVED PLAN
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\\ EXISTING SWM FACILITY IS -�
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% ZONING: R-6 RESIDENTIAL If ,J _ _ D.B. 3640 PG. 282 \ /- - �• \ \ _
D.B. 4775 PG. 174
056A2-04-00-01500 . -. - -y f 1 056A2-04-00-00700
CANADY PARTNERS RLLLP �f rf OR CKIRBY, PHILIP M
ROTHMAN,
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D.B. 27011 PG. 619 ZONING: R-6 RESIDENTIAL
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0.1980 ACRES , rf OR URSULA I - USE: EXISTING
ZONING: R-6 RESIDENTIAL r 0.1760 ACRES - - -- -_ _ \ �, \
If [ -- - w MANAGE OWNER: GLENBROOK, LLC
D.B. 46] ] PG. 263 ZONING: R-6 RESIDENTIAL u '^ I _ o \ \
__D.B. 3551 PG. 086 f f 1 056A2-04-00-00300 SLOPES \ 2. ACREAGE: 9.32 AC
JONES. BENJAMIN MARTIN C) ZONING: R-6 RESIDENTIAL
-- - - ---I - - - - � I r �, I `-
056A2-04-00-01200 056A2 oa oo-ol000 OR SARA BETH 0.2120 ACRES 0 \ D.B./PG.: 5039/75
GROTH EMIL °' 6 ROWANHILL, JONATHAN _ r 2 i ZONING: R-6 RESIDENTIAL \ \ USE: SINGLE FAMILY RESIDENTIAL
OR ELIZABETIi F
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I.
TMP: 05600-00-00-057B3 100' STREAM BUFFER
056A2-04-00-00100 OWNER: GLENBROOK, LLC
- JUSTIN F & KATHERINI
PIC'KRAL ACREAGE: 5.84 AC
0.2710ACRES ZONING: R-6 RESIDENTIAL
m ZONING: R-6 RESIDENTIAL
D.B. 4814 PG. 250 D.B./PG.: 5039/71
4oND1COR USE: RESIDENTIAL
TMP: 056A2-01-00-07200 POBCJCR� j
OWNER: CLAUDIUS CROZET PARK, INC
ACREAGE: 10.73 AC
ZONING: RURAL
D.B./PG.: 1536/408
EXISTING 12" DI WATERLINE
20' WATERLINE -
EASEMENT RESERVED
/ FOR FUTURE EXTENSION \
D.B. 1974, PG. 456
AREA RESERVED FOR
PUBLIC DEDICATION UPON
DEMAND BY THE COUNTY
D.B. 1974, PG. 456
NOTES:
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED
N'Oo
ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005.
2. TOPOGRAPHY IS PROVIDED BY A COMBINATION OF ROUDABUSH, TMP: 056A2-01-00-072AO
GALE & ASSOCIATES AND LOUISA AERIAL SURVEYS IN JANUARY OF OWNER: CLAUDIUS CROZET PARK, INC
2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ACREAGE: 11.67 AC
ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD ZONING: RURAL
VERIFIED IN DECEMBER OF 2018. USE: G.: PUBLIC
USE: PUBLIC PARK
3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY.
\ THE MANAGED STEEP SLOPES ARE LABELED.
4. A 1 00'WPO STREAM BUFFER IS SHOWN.
N52` 02' 18"W
� 1
\ 10' SANITARY SEWER
\ + ,EASEMENT
D.B. 1997, PG. 235
EXISTING LOT LINE
\ EXISTING TREELINE 1
\ ' 1
1 � 1
1 � 1
\ • TMP: 05600-00-00-057B2
1 \ OWNER: GLENBROOK, LLC
1 w 1 • \ ACREAGE: 8.50 AC
\ ZONING: R-6 RESIDENTIAL
\ co D.B./PG.: 5039/75
\ m \ USE: SINGLE FAMILY RESIDENTIAL
\\ EXISTING CREEK- \ \
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TMP: 05600-00-00-05500 \
OWNER: COUNTY OF ALBEMAR E C/O
FINANCE ADMINISTR/ QN RM 1
ACREAGE: 2.19 AC \
ZONING: R4 RESIDENTIAL
D.B./PG.: 2397/431
GRAPHIC SCALE
( IN FEET )
I inch = 50 it.
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2
3/1G' STEEL PLATE WELDED
TO POST & GROUND SMOOTH
2-1/2' VIA. GALVANIZED
STEEL POST. PAINTED WITH
2 GOATS OF PRIMER
AND INSIGNIA YELLOW
3/4' DIA. STEEL PIN W/ HEAD
W/ 3/8' DIA. HOLE FOR
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TO SLEEVE 12"
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BOTH THE POST AND SLEEVE FOR
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22'
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VILLA UNIT
VILLA UNIT TYPE B
TYPE A
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. \ FUTURE FOOTHILLS PHASE II LOT LOT BUILDABLE
. \ EXISTING POND APPROVED UNDER WP0201700020 INFRASTRUCTURE PER APPROVED PLAN NUMBER AREA SF AREA SF
NOTE: THE PASSIVE RECREATION AREA (33,500 \
SF) IS THE AREA LOCATED WITHIN THE STREAM \ ` SUB2ol4o0187. FUTURE SUBDIVISION
`�.. BUFFER AND OUTSIDE OF THE PROPOSED LCLTS \ \
PLATTOINCORPORATEEMERGENCY 1 4,200 2,904
PROPOSED \ ' \
AND EMERGENCY ACCESS ROAD
'444BENCH \ ECORD ACCESS ROAD CONNECTION. 2 3,339 2,534
�. 51 11T9 \ \ \' \ RIGHT OF WAY PLATTED WITH R3 3,360 2,560
\ PLAT D8.5039, PG.66 4 3,785 2,464
\ ` REMOVABLE BOLLARDS COMPATIBLE 5 3,784 2,464
PROPOSED \ \ \ WITH KRE R BOX LOCKING SYSTEM FOR
}/-\\ 6 3,360 2,560
/ BENCH -, PASSIVE r EXISTING STREA J\ \\ ' \ \ FIRE RESCUE TO BE INSTALLED TO 7 3 784 2 464
RECREATION \ \ PREVENT VEHICULAR ACCESS BUT STILL
AREA / \ ALLOW ACCESS FOR EMERGENCY VEHICLES. 8 3,784 2,464
33,500SF - \ G°S) \ \\ ` SEE DETAIL, THIS SHEET 9 3,360 2,560
NOTE: THE PRIMITIVE PATHWAY SHALL TIE-IN TO \ \
F \ EMERGENCY ACCESS DESIGN 10 5,555 3,544
4 THE PAVED EMERGENCY ACCESS ROAD / \ ' \ WEIGHT BEARING CAPACITY 11 6,891 4,476
_ Ar, PEDESTRIAN & BICYCLE PAT"AY FOR AN ACCESS \ \
1w \
i9 CONNECTION ACROSS THE EEK AND TIE-IN SHALL BE 85,000 LBST 0 12 3,617 2,814
\
.I o CONNECTION TO THE FUTURE DEVELOPMENT \ \ \ NO" ° 13 4,951 3,411
a I \ .� \ \ 14 4,565 3,052
I EXISTING ioo' \
\ ' \ � 15 3,186 2,382
STREAM BUFFER \\ \ 16 5,331 3,760
PROPOSED2o'ASPHALT
I ` EMERGENCY ACCESS DESIGN \ , \ EMERGENCY ACCESS AND
WEIGHT BEARING CAPACITY \ S \ BICYCLE/PEDESTRIAN ACCESS. 17 5,407 3,885
SHALL BE 85,000 LBS \ ' \ \ ` SEE DETAIL, SHEET 9 18 3,267 2,463
PAVED EMERGENCY ACCESS TO CONNECT TO 19 3,736 2,405
LENBROOKDEVELOPMENTFOOTHILLS 20 3,642 2,341
I ` \, \ ' S \ `PHASE II DEVELOPMENT SUB201800023 21 3,278 2,477
LOT13
z5'MAX SETBACK - -_ \ \ ' \\ 22 4,187 2,783
ACCESS ROAD TO BE EXTENDED 23 5,920 4,510
/ \ LOT 12 �\ \ \ ' \ TO PARK RIDGE DRIV
NO PARKING SIGN \ \ \ ` UNTIL THE ROADWAY INFRASTRUCTURE 24 1 3,485 2,669
6' LANDSCAPING & PROPOSED zo' ASPHALT \ ' \ FOR FOOTHILLS PHASE II IS COMPLETE 25 5,196 3,306
MAINTENANCE EASEMENT \ 26 6,080 3,943
1 \ \ PROPOSED EMERGENCY ACCESS AND \ ' S \ \
/) �,��BENCH BICYCLE/PEDESTRIAN ACCESS, 27 3,636 2,831
LOT 11 SEE DETAIL, SHEET 9 \\
` VE \ 28 6,508 4,106
I5' FRONT SETBACK 37 PROPOSED PRIMITTRAILWAY (TYP.) \ S \ \ 29 5,595 3,598
\ REMOVABLE BOLLARDS COMPATIBLE OCATED WITH \\ \ ` 30 3,633 2,828
\WITH KNOX BOX LOCKING SYSTEM FOR 33,500 SF PASSIVE \ \ 31 5,134 3,390
0 FIRE RESCUE TO BE INSTALLED TO RECREATION AREA \ \
PREVENT VEHICULAR ACCESS BUT STILL V \ NOTES:
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SEE DETAIL SHEET \ \ REQUIRE A SEPARATE BUILDING PERMIT. WALLS
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11 N N \ ' \ ENGINEER DESIGN.
o' REAR YARD LOT 9 j \ ^ ` o \ \ ` 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES
\ \� \ ` FROM THE MAIN TO THE STRUCTURE MUST HAVE A
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105 I�w I 1 ti` �9 r� N \\ \\ DEPARTMENT.
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PEDESTIAN WALKWAY ATHWAY TO CONNECT TO
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Lic. No. 035791 .
03/30/20
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0 1O w 1O & 1-6" G.V.
6 0 0 J F J 6" 45° BEND
5 ZW <nw
X 0 a TYPE A BLOW OFF
w N ^ WITH 6" G.V.
O + +
z V
645 LL zG
H 'i �p 'i y1 N O ^ co N l0 00 O Ol O H 00 N t0 m O i1 w O
ei 00 I� l0 I� O rl O ~ m ^ "t S N ~ .t % M 00 M 00 1� M
Vt r1 00 t� O l0 00 00 l0 N N
O O ei N M !+1 J S S M S N M N •i ul O ty OD 6 u1 M W
n n n n t\ ^ n ^ n n ^ n n w W � l0 w lD
l0 t0 l0 lD l0 l0 l0 lD w W lD w ko lD w t0 w w lD w � t0 ko
10+00 10+50 11+00 11+50 22+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 i6+oo 16+50 17+00 17+50
INDIGO ROAD
2S MPH DESIGN SPEED
NO TES:
1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP
PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE
CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM
THE STORMWATER MANAGEMENT POND SHALL REMAIN RCP
PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES
MUST BE PROVIDED.
2. ALL ROADWAY EMBANKMENT VATERIAL SHALL CONSIST
PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE
UNIFORM LAYERS NOT MORE THAN 8 INCHES 1N
THICKNESS BEFORE COMPACTION OVER THE ENTIRE
ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD
AND BRIDGE SPECIFICATION 303.04.
3. ALL FILL MUST MEET 957 COMPACTION.
4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
SANITARY SEWER.
5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
7 VDOT STD. 1S-1 INLET SHAPING REQUIRED ON ALL
STRUCTURES.
8. VDOT STD SL-1 SAFETY SLAB REQUIRED ON ALL STORM
STRUCTURES GREATER THAN 12' DEEP.
9. VDOT STD ST-1 STEPS REQUIRED ON ALL STRUCTURES 4'
DEEP OR GREATER.
690
PVI STA: 10+14.71
PVrELEV706 5
K: 2.50
LVC: 1o.00
LOW PT. STA: 10+14.71
685
LOW PT ELEV:
670.61
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ww
0 H N
0 0
68o
iii 6i
M W
iil w
M w
675
670
0
D 8"x8" TEE
D (z) 8" G.V.
ERSECTION
66o
/1i
PVI STA:11+36.00
PVI STA: 12+ 73.14
PVI ELEV. 6/z.99
K:
PVI ELEV: 665.
13.0o
LVC: 100.03
K: 31.13
_
LVC: ii5.00
0
m
HIGH PT. STA: 11+11.97
0
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W
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Li
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HIGH PT ELEV: 672.25
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COVER
FIRE HYDRANT ASSEMBLY
8"x6" TEE
8"x6" REDUCER
1-6" G.V. 6" D.I. WATERLINE
EXISTING GRADE-
ED GRADE
VERTICAL SCALE
c
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00 0
FIRE HYDRANT ASSEMBLY
0
6"x6" TEE
z0
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( Ui FEET)
655 Z_
1 inch = 5 ft.
It It
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HORIZONTAL SCALE
N
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50 0 25 50 100 200
10+00
10+50
11+00
11+50 12+00 12+50
13+00
( IN FEET )
1 inch = 50 ft.
CRIMSON STREET
25 MPH DESIGN SPEED
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6" 45° BEND
0
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14+00
TYPE A LO
WITH 6" G.V
G
;COTT/R_'Cll�LLINY
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JOB NO.
112066
SCALE
AS NOTED
SHEET NO.
6
675
STR-8
VDOTSTD
675
670
665
PROPOSED GR
HHgL (TYP.
0
655
STR-18
VDOT STD. DI-3BB (L=8')
RIM:665.88
INV IN:656.79 FROM STR-20
INV IN:658.47 FROM STR-22
INV OUT:656.69 TO STR-16
STR-22
VDOT STD. DI-313 (L=12')
RI M:664.83
INV IN:66o.13 FROM STR-36
INV OUT:658.88 TO STR-18
PROPOSED 6"
E WATERLINE
CROSSING
.97' C 0.79%
M
� 00 m00
00 vl S
10*00 10+50 11+00
STR22 - STR18
EXISTING GRADE
68o
STR-24
VDOT STD. MH
RI M:668.07
INV IN:663.00 FROM STR-26
INV IN:661.6i FROM STR-28
675 INV OUT:66i.51TO STR-16 STR-26
VDOT STD. DI-38
PROPOSED GRADE RIM:672.03
INV O UT:666.8o -
670
r-HGL (TYP.)
665
OY` Mo
ti5 4.5°
w 00
00
10+00 10+50 11+00
ISTR26-STR24
(L=4")
'O STR-24
670
665 STR-2
VDOT STD. MH
RIM:657.75
INV N:649.44 FROM STR-4
IN OUT:648-44T0OUT
VDOT STD. EW-1
ENDWALL W/
RIPRAP OUTFALL
�Ir
655
CLASS I RIP RAP OUTFALL
L=60', W=12', D=2' WITH
GEO-TEXTILE UNDERLAYMENT 645 24" HDPE
27.19 1.23
M 00
� O
�p O
t0 w
1D
Z)1K-4
VDOT STD. MH EXISTING GRADE
RIM:662.01
INV
I116?rg73-FROMSTR-6_
V IN:6S5.go FROM STR-16 IN
INV OUT:649.63 TO STR-2 STR-6 \
VDOT STD. MH
RIM:666.44
INV IN:650.6o FROM STR-8�
INV OUT:65o.5o TO STR-4
PROPOSED
HGL (TYP.
136.09' Qa o.55%
24" HDPE
28.36' Qe o.6o%
al N
n O
w w
10+00 10+50
62,03' C o.60%
NN 00 0 00
00 O�1 iD O
rn 00 1 w
ww �O a i0 t0
wl0
11+00 11+SO 12+00 12+SO
STR14 - OUT
RIM:661.32
INV IN:65i.io FROM STR-12
INV IN:653.37 FROM STR-io
INV OUT:65i.00 TO STR-6
STR-io
VDOT STD. DI-3BB (L=8')
_RIM:66Q.76
INV IN:653.65 FROM STR-14
INV OUT:653.55 TO STR-8
STR-14
VDOT STD. DI-3B I L=8')
RIM:66o.76
INV OUT:653.86 TO STR-io
STR-24
685
VDOT STD. MH
RIM:668.07
INV INFROM STR-26 EXISTING GRADE
INV 61 FROM STR-28
OUT:66:36..00
INV OUT61.51T0 STR-16
68o
`
STR-28
VDOT STD. DI-313 (L=i2')
STR-28B
RIM:669.88
VDOT STD. DI-3C (L=8')
INV IN:663.00 FROM STR-34
RIM:671.31
675
INV IN:663.00 FROM STR-28B
INV OUT:666.00 TO STR-28
STR-16
INV OUT:662.90 TO STR-24
VDOTSTD.MH
RIM:665.46
INV IN:656.5o FROM STR-18
INV IN:66o.00 FROM STR-24
INV OUT:656.4o TO STR-4
70
/ PROPOSED GRADE
1
n �
Y
PRO
SED 6" HGL (TYP.)
665
-�
WAT
�CRO
n
NIGE
1.1':izil Opt
----"' �5 ,.ob%
HO2y65:A
60 15 64 48.44
1.
655
0 N 0 S kD N N H
01 H. m . ,Ni O Om1 LD . S
1� 00 ^ 00 OD ~ N H
w W �
10+00 10-50 11+00 11+50 12+00 12+50 13+00
STR28B - STR16
PROPOSED 8" )A
LINE CROSSING
HDPE
29.93' C o.6o%
15 HDPE
25.70' Qa o.6o%
INV IN:649.7
INV IN:655.90
INV OUT:64
NOTES:
1. MINIMUM Y OF COVER MUST BE MAINTAINED OVER
SANITARY SEWER.
2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
J MINIMUM 1' OF VERTICAL SEPARATION FROM STORM
SEWER & WAL AND 1.5' OF SEPARATION BETWEEN WAL &
SANITARY SEWER MUST BE PROVIDED.
4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN
POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL
CONDITIONS, WHICH WILL BE TESTED AND INSPECTED
DURING THE CONSTRUCTION PROCESS.
STR-8
670 VDOT STD. MH
RIM:661.32
INV IN:65i.io FROM STR-12
INV IN:653.37 FROM STR-10
INV GUT:651.00 TO STR-6
665 EXISTING GRADE
STR-12
VDOT STD. DI-3C (I
RIM:657.35
INV OUT:651.75 TO
66o PROPOSED GRADE
PROPOSED
655 WATER SERVICE
CROSSINGS
HGL P.)� 1.2, 11.1.
650 i5" HDPE
123.84' Qa 0.51%
00 Ch
4 `° N m
r
W w l0 I N N
t0 t0 �D t0
10+00 10+50 11+00 11+5o
STR12 - STR 8
VDOT STD. MH
RIM:665:46
INV IN:656.5o FROM STR-18
INV IN:66o.00FROM STR-24
675 STR-4 INV OUT:656.4oJ0 STR-4
SOT STD. MH
RIM:662.01 - STR-18
FROM STR-6 VDOT STD. DI-3BB (L=8')
ROM STR-16 RIM:665.88 EXISTING GRAD
t TO STR-2 INV IN:656.79 FROM STR-20
70 INV IN:658.47 FROM STR-22
INV OUT:656.69 TO\5TR-16
STR-20
VDOT STD. DI-3 (L=6')
FRIM:662.25
665 PROPOSED
GRADE
660
HGL (TYP.)-1.6'1 11.2'
INV OUT:657.46 O STR-i8
655 121.1i' @a 0.540A
�2HDPE 15 HDPE
78.98' Qa o.60% 28.03' Qa 0.59"h I•
LOT 16 / LOT 15
SAN.LAT.J SAN.LAT.
650 CROSSING CROSSING
645
N
N H
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10+00
HH O N m N b N
S O O M 00
1 Li,F k6 d 1 n N
w ID kD %D k �
10+50 11+00 11+50 12+00
STRZo - STR4
VERTICAL SCALE
5 n 9 5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
12+50
-100
ICOTT/R. Cb{.LIk
Lie. No. 035791
03/30/20
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JOB NO.
112066
SCALE
AS NOTED
SHEET NO.
7
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670
MH1
RIM:645.19
INV IN:637.So FROM MHz
INV IN:637.5o FROM MH6 685
665 INV IN:637.5o FROM MH7
INV OUT:637.3o TO EX ParksideVil-1-14
MH6
EXISTING GRADE RIM:658.28
660 INV OUT:653.00 TO MH7 680
MH5
R I M:672.25
INV OUT:662.5o TO MH4
PRO DOSED GRADE � % MH3
655 �_ 675 IM:662. FV .3o FROM MH4
INV OUT:646.io TO MH2
/ MH4
R I M:664.83
/ 670 INV IN:657.5o FROM MH5 /
650 INV OUT:657.3o TO MH3 �
�PROPOSED GRADE
645 Q�(° 66 5 l
PROPOSED
660 MHz WATERLINE
640 RIM:649.80 CROSSING
INV IN:64i.00 FROM MH3 / 8„ DIP
MHi INV OUT:640.8o TO MHi / d C 1.0
9
EXPARKSIDEVIL-1-14 RIM645.19 2393
REPLACE EXISTING LID WITH INV IN:637.So FROM MH2
655 WATERTIGHT FRAME & COVER INV IN:637.50 FROM MH6 EXISTING GRADE /
635 RIM:640.00 INV IN:637.5o FROM MH7
INV IN: 633.6o (FROM INV OUT:637.3o TO EX ParksideVil-1-14 /
N o a, m FOOTHILL II MH-1) /
�^ ry a INV IN.633.6o FROM MH7
wOD
65G INV OUT: 633.4o TO EX MH
10+00 10+50 11-00 11+50 12+00
IMH6-MHil645
SWIM
POND 8„ D\P2 93°L0
OUTFACE i34 oa
640 INV.640.4z
1.2'
26 PVC
- 8„ SDR 1,820/0
18115'
635
8° SDR La133�+10
110 85
M630 H1
RIM:645.19 n m n N m a rn o o N
N 01 1p ei ry ^ Ql lh m w ^ ry ^ q 9 1p � m 00 N w •i 0 O S O H 0 N
INV IN:637.5o FROM MH2 m ? ^ w N N ry . N N o o ? m O m ° o ^. P N o 0 00 m
INV IN:637.5o FROM MH6 m s a s a s a a, a n , n n n 00 10 00 ^ 00 r\
n .i tD 00 00 m m 1y cn S M 00 ^ ry L!1 N ri m �6 N ^ N O N r! m N
INV IN:637.5o FROM MH7 0 0 0 ° 0 0 ° ° ° O ° o ° ° 0 ° D ° 0 ° ° D ° O ° O °
650 INV OUT:637.3o TO EX ParksideVil-1-14
10+00 10+50 11+00 11+50 12+00 12+50 13+00 1,i+ 0 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+5o 19+00
MH7
RIM:641.84 JMH5 - EX PV-1-1LF
645 EXISTING GRADE INV OUT:638.5o TO MH1
640 - -
L- 8" SDR 26 PVC
635 164.88' @ o.610V0
m 00
to n'1 N
o a a
10+00 10+50 11+00 11+5o
MH7 -MH1
1z+00
NOTES:
1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
SANITARY SEWER.
2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
J MINIMUM 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
4. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN
POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL
CONDITIONS, WHICH WILL BE TESTED AND INSPECTED
DURING THE CONSTRUCTION PROCESS.
VERTICAL SCALE
5 10
IN FEET
1 inch = 5 ft.
HORIZONTAL SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft
;COTTER. CtwtUlk
Lie. No. 035791
03/30/20
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JOB NO.
112066
SCALE
AS NOTED
SHEET NO.
8
0
v
I
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.
J. 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 7REATMENIS 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 SEC77ONS 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
VALIDA770N. 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
SPECIFICA77ONS 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 SA77SFACTION OF THE ENGINEER.
J. ALL GROWTH OF 7REES 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.
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.
J. 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 OF TRANSPORTAION
SPECIFICATIONS UNLESS OTHERWISE N07ED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE
SATISFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A
POINT DEEMED AS NATURAL WATER COURSE.
PA VEMENT•'
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 CORREC77ON.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPACTION BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE
MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, /I OR N 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.
Table 4: Pavement Design (VDOT Pavement Design Guide)
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dip
Crimson Street
161
0
161
5
5
8.07
SM-9.5
LS
2.25
BM-25
3
2.15
21B
5
0.6
12.83
Indigo Road
227
0
227
5
.5
9.27
SM-9.5
1.5
2.25
BM-25
3
2.15
21B
5
0.6
12.83
NOTE: PROPOSED LANDSCAPING TO
UTILIZE OUTER 3' OF PLANTING STRIP
R/W PER 3' CLEAR ZONE REQUIREMENT
CG-6
CURB & GUTTER
3'
23 2S
PLANTING
C�
POINT OF CG-E
/ SURFACE GRADEu CURB & \TTEF=z
I _I
R%W
5' WAD£ CONCRETED
SIDEWALK
_2z_
6' PLANTING
STRIP STRIP
4' root 4' VDor 4` VDOT 21A
STYE STOSTONE BASE
STOVE
1 .1, BOE - BASE
EXIST. GROUND
ROUND
LOT VT\ \\ - \•` \�.•
/ II LOT va < ``\
11 1
�^J1j s
LOTH
t LOT
LOTS
\ A
-.•. LOT
j LOTS
LOTT
r W
II Lot�bf I I� LOTv7
Lc1
Lora "0�a
{ !
o i9 LOT v9 fl- -
\
\
\
\
\
�%\WSIS
\ 0 \
LOT IN
Lot
r;TT
" 0/;CR. LINS77
Lie. No. 035791
03/30/20 F�
*21TONAL 'F
T3 13•- -
NE) (TRAVEL LA(TRAVEL LANEi
-- _- t LOTa - . �T� LOT aq
I 1
f
1.0I
`\
_. .._
LOTa3
� -- _ T ,, ram..
�y. 'I
♦ �___ �,
TYPICAL NEIGHBORHOOD STREET SECTION (Ij rIDTH R/Pr)
LOTa I 1 ' LOT:
I,
I
. _
INDIGO ROAD (PYI9LIC ROAD
LOT I --
I
t' J
-
`\
Z
S
a
CS-SSAR RESIDENTIAL & AlIXED USE SUgIJIIdISYON STREET DESIGN SPEER- 25 .1lP1Y
1 ; /
aT�
0
PARA7NC 1PITH BUMF -OUTS �9 i'20 " SPACES)
-- - _ - ___.. '-- _..
+'
_ P1`V
�
k
1
Sb'O TE UU-T UIJDERDn"AINS ARE REOUIRED II N THE PROJECTED VOLUMES 6r
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
- - - - - -_ -
--awamNe - - INDIGO ROAD -
L I � "
°T" '°
u
U
ca
m
RiW
- _ 5' WIDE CONCRETE
SIDEWALK
EXIST. GROUND
EXIST. GROUND
4` WI 21A
STONE BASE
T T -�- GENERAL CONSTRUCTION NOTES
- TO•- - -
(TRAVEL LANE) (TRAVEL LANL'!
h 24'FIC-F/C
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
/49 R 1 ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TYPICAL NEIGHBORHOOD STREET SECTION
f / TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF
CRIMSON STREET IIIII ROADS) THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
CAS--SSAR RESIDENTIAL Z y A(I.YED USE SUBDIVISION STREET DESIGN SPEED. 25 JVPH 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
PARA7tW! FITH BUMII(PLOUTS (9A=00" SPACES) STANDARDS OF VDOT UNLESS OTHERWISE NOTED. LU IN rIIJ
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PRODDED IN ACCORDANCE WITH THE APPROVED a M
`TR 1r FTL o�r„E �h Fs'��E rLADwa-r� ARE eRe.vLR rN,aN-iuu� vPc'� EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER
H M
NOTE: PROPOSED LANDSCAPING TO
UTILIZE OUTER 3' OF PLANTING STRIP
PER 3' CLEAR ZONE REQUIREMENT C)
CG-6
3• CURB & GUTTER
QEAR ZONE fI I
2 2X
" PLAN7)NG
STRIP I
27 ADT _ %-
L•1
w
Url r
.- --- - - -
- - - 66 ADT -
O
TRIP GENERATION CALCULATIONS TRIP GENERATION
W
uJ
k
R
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SCALE. 1 - 100
w�
POINT of cuRe C currEF
FINISHED GRADE
5' WIDE CONCRETE
31 TOWNHOUSE UNITS INCLUDES FUTURE - CODE 220
- ( )
li
SURFACE
\
SIDEWALK
i xt
_ -
.-. \ ADT: 227 VPD (113.5 ENTER / 113.5 EXIT)
2x 2X
-2R
EXIST. GROUND AM PEAK: 14 VPH (3 ENTER / 11 EXIT)
�,
PM PEAK: 17 VPH (11 ENTER / 6 EXIT)
6' PLANTING
- -�
�
4- vDOi
STRIP
4` vDOT 21A
\
-SUBBASE
1rA
s VE
STONE BASE
EXIST.
GROUND
ALBEMARLE COUNTY
•
,
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
111111111111111111111111111111
:t} j., ..
;;fir
r h iI1Mr. '.. ;� W.II- r:
:hu•• hu••=h• •' huE,.A•u•• hu\�-gip
wof.
I,.W. • 1.
1.
I I.„
.a .
.. IS
. .•
(VARIABLE WIDTH) -
BUILDING OFFICIAL NOTE: 4" CONIC
WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE
NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE
INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH 3 -
FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE 4" 21-A STONE BASE
NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.
CONCRETE SIDEWALK
Asphalt Pavement Restoration Detail for Open Cut Utilih Installations
MITI & resurface ••
Saw -cut exisling pavement
to the full depth of asphalt
12'ml n. /�pnatt Concrete Surface Matenal'
///A6pheR
�0• min.
Concrete Base, Type 811-25AA
1 s min.
10•non
A09r egate fa so Mate nat, ryw.I
Size No 2IAoT 219
- - -
-----
.-
��....,........,...^'
12'Bench 12'I
���s
Min. A
NOTES:
` Asphalt Concrete Surface Material
SL 5A torADT<10000
SMI 50 for ACT > 10,000
The districtadministrators designee shall determine the
restoration requlrementstorother pavements.
Trench width and pipe bedding shall be in
accordance with VDOT Sid. PB-1
'x 121nch" minimum Deyondthe edge ofthetrennh
on longitudinal open cuts, Or25 feet minimum beyond
the trench Centedlne on perpendlsulx open OAS, Or as
determinedby the district administrators designee
Datbe: August 27, 2014
Mill & resurface*"
12' min. 75'total asphalt
concrete pavement
depth or equal to
the depth of existing
asphaltooncrete.
whichever is greater
5ub-oase Course depth
shallbe 10'orequalto
depth of existing subbase.
III whicheverisgreater
'� Horizontal andvertiol surfaces
shall be tacked WAN RC-250 liquid
asphalt at a rate of 0.1 gallon per
SY. Or as determined bythe
district administrators designee
Select M atenal Type I with minimumCBR= 30
- C lass I batldl ll material In accordance
with Section 302 of th e Road and Bridge
Speaf(rations
No 26 or 27 aggregate pipe bedding In
accordan ce with Sections 205 & 302 of
th a Road and0ddge Specifications
Not to Seale
NO SCALE
GEOTEMTILE
DRAINAGE FABRIC
:OVERLAP
T-O' AT TOP: PAVED SHOULDER
PAVEMENT
ATERML .:
.. `.. ..�.."....
SAIOR/OE•
OUTLET PPE
SEE NOTE 1
051 AGGREGATE. 86
2'-0" T.O. AGICKOATE M CRUSHED
MASS MEETING ••
VAI,MyE GRADATION REOIRRDENT.
(EDGE AVED SNO.LDIDO
PAVED SHOULDER SECTION
UP TO ELSOY
PPE IS PEWI
PRIMARY DIRECTION
OF WATER ROW
45- ELBOW
COtMCIION
5- WY 11W(
Y-O• MAX.
EW-12
(TYPICAL)
OUTLET PPE
NO SCALE
2" SM-9.5
SURFACE
B" 21-A
BASE COUF
COMPACTS
SUBGRADE
ASPHALT PAVING - EMERGENCY ACCESS ROAD
NO SCALE & PEDESTRIAN/BICYCLE PATHWAY,
& TOT LOT/SWM ACCESS PATHWAY
IROCIORA SIMLL HE CENTERED UNDER CUM APO GUTTER
GEOTEMTLE DRAINAGE FABRIC I"0"
10VERLM 11-0" AT TOP) 1`-1
SEE NOTE 1�
057 MAUEOATE. Ie 0• 'PIPE
A.YREGATE OR CRUSHED
GLASS 1EETIN0 as
GVBATON REOLM12.EM.
PAY UNITS
FOR
MET
45• EIBOIR
CURB AND GUTTER SECTION
IP TO ELBOW
PPE IS PERFOhATED
VT STANDARD PAVEMENT EDGEDRAIN REFERENCEH
A
ROM AND ERODE STANDARDS
240
SHEET 1 OFIIIIIIIIII2 REVISION DATE 25a
1G•.06 GN,V VRDEPARTMENT Of TRM"TATON sot
of
CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE
0
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
HARD
CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
�
r`
COMPACTED
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W.
co
SUBGRADE
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
PEDESTRIAN TRAIL
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
�
NOTES: NO SCALE
10. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A
N
L. THE PEDESTRIAN WALKING TRAIL 15 PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE "PRIMITIVE
VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL, SECTION TH.
C")
2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED
REGARD FOR THE EXISTING NATURAL FEATURES.
TO BE STATE MAINTAINED:
1
3. THE TRAIL SHALL BE WIN WIDTH WITH A SURFACE OF3-4"HARDWOOD MULCH.
N
2" SM-9.5
I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
W
�
SURFACE COURSE
8" 21-A
BASE COURSE
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
N
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE
Q
�i/
\ ��\/ �� \\/ \/gz/�kl%% �\
\
MATERIALS.
COMPACTED
SUBGRADE
\� \
W
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND
z
ASPHALT PAVING - DRIVEWAY
APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
J
NO SCALE
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN,
VDOT k21A
PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE
(n
TOP COAT
FITHIIIII 111111111111111111
PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
W
VDOT #23 STONE
L9
(-
BASE COURSE
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION.
��\
J
COMPACTED
\\�� D \/
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE
SUBGRADE
PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
Q
GRAVEL ACCESS ROAD TO SWIM FACILITY
FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT
=
NO SCALE
viii.
THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
(�
CC-12 NOTE' COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING,
HYDRAULIC CEMENT SIDEWALK IMPTH IN INCHES AREA N SQUARE YARDS)
CURB WHEN REOUIREO 1CG-2 OR CG-3 IN LINEAR FEET)
GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA N SOUARE YARDS'
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND 5O D
2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPOVED LIST FOR BE SUMMARIND FOR EACH CURB CUT RAP.
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP III MAIM
THE REOUREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48.1 MAID
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
WE DESIGN SECTION FOR APPROVAL.
3. SLOPING SIDES OF CURB RAP MAY BE POURED MONCLIIHICALLY WITH RAMP 4'
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH WOURED BARS.
A. IF RAMP FLOOR IS PRECAST LES MIST BE PROVIDED FOR DOWEL SMS SO
THAT IQGNNO FUMED SOkHOCM BE CAST IN PACE AFTER PLACEMENT OF B Ovi No
PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
TYPE A
5. REWWO BARS ME 10 BE NO.5 MB" PLACED :'CENTER TO CENTER ALONG
w�SIDES RETEoOFFli �zRAMP FLOOR, MO -DEPTH OF RMP FLOOR. MINIMUM PERPENDICULAR
6. CURB / CURB AND GUTTER SLOPE TRMSnONS ADJACENT TO CURB RAMPS
ARE NMUIED IN PAYMENT FOR CURB / CURB AND GUTTER.
7. CUB RAPS NE TO M LOCATED AS SHOWN ON THE FILMS OR AS DRECTED 12 �C-
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121l MAX
M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY I
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED,
OR NONEXISTENT. THEY MUST W LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON FILL MS OR AS DIRECTED BY TIE ENGINEER. AND SHOULD NOT TYPE B
HE LOCATED BENIND VEHICLE STOP LINE EXISTING LIGHT PARES, ME
HYURMTS.DROP IN.EIS.ETC. ACCESSBL ROUTES PROVIDE A CONTINUOUS PARALLEL
UNOBST(GCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONWCTNG ALL ���
ACCESSIBLE ELEMENTS OF A FA?Lrtr THAT CM BE APPROACHED. ENTERED �r�K��Y������������� E
AND USED BY PEDESTRIANS. ����M������Y�Y Y •��'
�T
B. RAPS MAY BE PLACED A D WIT IN HE LMMTS SECTIONS PROVIDED THAT
THE GUIE OPENING IS PULED WITHIN THE LMTS OF THE OPENING
IS IL( ANG 12,1 YAM \.
THAT THE SLOPE AT TIE CONNECTION OF THE CURB OPENING IS Y
PERPENOCULAR TO THE CURB. y MIN 'I: M: XrA
9. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RAOICAMOT
ACCOMMODATE TIE TU MG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK A. VH AT * 2" HIGHER THAN
TRAFFIC. REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE (HEAVY
TRUCK TRAFFIC)FOR CONCRETE DEPTH. T EDGE OF PAYEWNT
10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, ` AT M M ,SAME AS TOP OF CURB
THE NVMUM WITH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONE CURB RAMP 5 PROVIDED FOR TWO CROSSNGS (DIAGONAL), TYPE C
A ♦• X "LANDING AREA SHALL BE PROVIDED To MANEUVER A WHEELCHAIR PARALLEL d PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO TIE TRAVELWAY. THIS 4'. A'
LANDING AREA MAY NCLUDE THE GUTTER PAN.
12. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF TRUNCATED DOLE
CURB AT ENTRMCES OR STREET CONNECTIONS THE DETECTABLE.B -24 C-C o
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O 0 O O z
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MACH
THE BACK OF CURD. h 0 000 0 0 00 0 o0
O 0 0 0 0 0 0 0 0 0 0 0 0 SH
LNOING RAVP + u 0000 0000 0 000000 to
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10 o 0 0 0 0 0 0 00 0 0 0 0 0 0
-I �°F DIAMETER00000000000000a
AT RACK OF Mill- c I VARIABLE FULL WIDTH Of RA.P FLOOR I
AT BACK OF CURB-t 4"
SEE NOTE 12. F PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
\voar CG-12 DETECTABLE WARNING SURFACE SPECi1CAPON
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET IOF s REVISION DATE (GENERAL NOTES) G5
07/15 VIRGNIA MPMTMENT OF TRANSPORTATION 502
za3.Ds
SHOULDER
A GIEGATE
LONGITUDINAL PERFORATED PIPE (D-1
TYPE OF PPE
MR G STRENGTH
x IVI
4• NOML DIAMETER
SMOOTH WALL PVC
I.1W
CONWATED PE
IAASHTO
M-232
SEE NOTE I GLASS M�i¢T�ilc i�6GR GRADATION REOUIRDA Dr. NON -PERFORATED OUTLET PIPE FOR USE
-0., t1
I UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
PAVED SHOULDER SECTION
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)
UHDERDRAN SHAM BE CENMERED UIOER CUR'B� �AryID�' R GUTTE
GE01ExtLE DRAINAGE FARING I (OVERLAP T-0" AT 70l , I
TYPE OF PIPECRUSHING
STRENGTH
III
4- NOM. DIAMETER
SMOOTH WALL PVC
.103
SMOOTH WALL PE
I
1 70 PS xxx
IN WALL THICKNESS IMN) - IDES
xxx TESTED ACCORDING TO ASTM P-2412 AT 5% DIRECTION.
DOWN TIRADE
-ES SHOULDER
OR.lU4 LAYER -•---•-• SEE NOTE • -EP qp�O���
YM/ III PAVEMENT NON-PERfPRATED
SUBBASE LAYER "r-z :': %*PEE Y COECCll0N1
SbGRADEh' +. MET PIPE =EP - - _
SEE NOR I T-c- -ES
057 AGGREGATE. •• AGGREGATE OR CNPRED 4" PPE SID. UO-4 REO'D.
GLASS MEETING 06 GRADATION REGUREMENT. f / StD UD-4 REOD.
CURB AND GUTTER SECTION eT
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULDER
PAVET/f
MENT '
NOTES:
Es EP I $
L
4• MINIMUMPROVIDED ATTAINING MINIMUM! 4" OF AGGEGATE ON TOP OF PPE
EDGEDRANS IN GORE AREAS
2.
WHEN THE LONGTJDN& PPE CONECTS DIRECTLY MO A DRAINAGE STRUCTURE
WROP INLET, MAe(ME. ECT.), NON -PERFORATED OUTLET PIPES ME NOT REQUREO.
S.
AVERT ELEVATION AT OUTLET END OF OUTLET PPE TO M A HARM OF VI
MOVE AVERT ELEVATION OF RECEWWA DRMW,E DITCH OR STMXTIM.
4.
ALL CONNECTK)NS ELBOWS, WYES, ETC.) WITHIN PAY LMTS FOR OUTLET PIPE
- - - -
AE TO BE OF THE SAE CNU9N0 STRENGTH M TIE dITLET PIPE.
CONERCML SOMA" OR
ENTRANCE 11PAVEp SPICE
5.
OUTLET PIPES ME TO BE INSTALLED ON 22 ML L3 EDE9RMIE>GRIDE NO PERFORATED
LOCATED EVERY 360•MARBW OR AS NOTED ON PLANS. RDRAN
LN
PERFORATE])
6.
OUTLEEITPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE
WITH
ACGHEGAIE
AGGREGTRENCHATE
DRMN
STRU7.
WITHIN TIE LMTS OF A COL/ERCUL ENTRANCE MOH -PERFORATED PPE SHALL BE
UTILIZED IN LEU OF M"F ATM PPE.
MN•.NE ROADWAY
6.
THE LENGTH OF PPE BETWEEN TIE WI CONNECTION AO THE EW-12 SHALL BE ST'D. CURB
JIM TOO TO NO NON[ THAN r-W TO MR CAIERA INSPECTION OF THE MAIN LEE •CUTTER
UgERDIUN BETWEEN THE LMTS OF
COMEROAL ENTRANCE CUB RETURNS
$TD. ME
IN
GULL BE HG1M-PERFORATED %PE.
• MrrtC R
•.
N SONAATTIONSECWHEN FULL Ol OF STAG.® OPEN -GRADED MATERIAL CANNOT
SE MANTAMED DOER CURB NO GUTTER, NO, 29 AGGREGATE SHALL BE USED
UNDER CUM AND GUTTER.
N0. 218 AGGREGATE MAY ALSO BE USED FROM TOP OF STA9LQE0 OPEN -GRADED
MATERIAL LAYER AND CURB AM GUTTER.
SPECIFICATION
1\TYTt•
REFERENCE
STANDARD PAVEMENT EDGEDRAIN
V ��
ROAD AHD BRIDGE STANDARDS
240
REVISION DATE
SHEET a Or 2
256
501
VRGNIA GEPMTMJNT OF TRANSPORTATION
D6. W
701
C)
0C:)
N
0
0
in.
I
J
Uj
Uj
2 C,5
a- O7
z Uj
~
�1-/�•� O
V /
O Q
O
U
J
�I
O
U_
LU
w
n v=
JOB NO.
112066
SCALE
AS NOTED
SHEET NO.
9
0
MIRACLE RECREATION EQUIPMENT - OR EQUAL ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL T�'
AAACE 5' GALVANIZED " S " POST WITH O VA
GENERAL WATER & SEWER CONDITIONS CAPPED ENDS PAINTED BLLUEUE IN REMOTE AREAS
a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
November 76, 2015 NOTE; HYDRANT MUST BE I TO HIGHWAY DEPARTMENT APPROVAL.
`*
ACSA GENERAL WATER &SEWER COND1770NS EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS SCOTT R. LIK:
,�Q
1. WORK SHALL BE SUBJECT TO INSPEC71ON BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) M 4' I a" INITIAL BACKRLL 24 IN THE LOCAL STANDARDa B• Q . FINISHED GRADE L) LIC. No. 035791
INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR N077FWNG THE PROPER ACSA OFFICIALS MIN MIN. LENGTH OF BRANCH VARIES
12 AT 774E START OF 774E WORK. 6" BEDDING (270) 2' To 10' Arms, 03/30/20 :1
zj" - r
2. THE LOCAITON OF EXISTING U1Ill1IES ACROSS 174E LINE OF 774E PROPOSED WORK ARE NOT #6a STONE T. �/
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE * STABLE SOIL te'-22" q 7ONNL. I { ROCK �, FL VALVE BO ADJUSTABLE TRAFFIC RATED w
rr/ CONTRACTOR SHALL, ON HIS OWN INITIA77VE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, yBB STONE I I VALVE BOX v/ LID z
AS NECESSARY. • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL _� 11 3
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ED1770N OF THE GENERAL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND g L w
WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF •.• Ln
#69 STONE, 42"MIN ' VALVE
4. DATUM FOR ALL ELEVA770AIS SHOWN IN NA71ONAL GEODE77C SURVEY. IEF-p
,.- X 6'
2500 P.S.I. CONCRETE- 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FWNG MISS UTILITY (1-800-552-7001). TEE a 2E ;
LEG GALVANIZED SWING W/65EATS 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF FOUNDATION IN POOR SOIL UNDER -CUT CONDITION " f -
:i <•
BASE AND THRUST _ ,-' / �',.' :.'F �. f
COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL BLOCK AGAINST
i FIRE HYDRANT LINES, SERVICE LATERALS AND WABLE TER LINES, ETC. _ UNDISTURBED STA-- M.J. GATE VALVE 88�
SOIL
7.ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES STEEL PILE U
"M1"5'INITIAL BACKFILL 4 I RESTRAINED JOINT FITTINGS8. VALVES ON DEADEND LINES SHALL BE ROODED TO PROVIDE ADEQUATE RESTRAINT FOR 774E VALVE UNSTABLE . WHEN THE SOIL IS DISTURBED OR WHENZDURING A FUTURE EXTENSION OF THE LINE. SOIL\ A HYDRANT IS LOCATED IN A FILL. IN ADDITION z MBI TO POURING CONCRETE, A STEEL PILE SHALL
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. RANULAR FILL AS 1h ,,#68 STONE BE USED AS ADDITIONAL SUPPORT. wAPPROVED BY ACSA '.:^�"'�^'"'
10.7HE CONTRACTOR SHALL 8E RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULA170N REGARDING �� �/ .L "'���' V WATER LINE p v
NOTE: BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE CK- STABLE SOIL OR ROC I'6
al _ THE PROPOSED PLAY DRINKING WATER ACT). NOTE y
EQUIPMENT CAN BE - z z
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ' 8 Z O g SUBSTITUTED FOR AN NOTE w
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2500 P.S.I.
CONCRETE a 2'x 2' BEARING AREA. .. j EQUAL PLAY 1. NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. (INCLUDING DITCHES THRUST BLOCK ,.4 o O
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
EQUIPMENT PRODUCT. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED VALVE BOX.
Cc
ABOVE THE INITIAL BACKFILL 4. THE CATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. -A d 4
27 , , to 3.THE IN TIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. IT IS Not ALLOWED IN THE DITCH. a Q p c
_ (�""") S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP a b O F- Q o
15 FUNNEL TUNNEL SLIDE - e „°' ; ;�� (4 w) 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLOWED HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF Z PVC STEPS MIRACOTE HORIZONTAL LAD I («NPm] IN THE TRENCH. _
1� ., REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE z
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. >
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADEui
DSO
GO 7/le UA
DUCTILE IRON WATER TYPICAL FiRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVEcc
636 „
feeaRlN , 1/2, Z o
T. FRAME SECTION � 1,L,_ �11 3 PiPE INSTALLATION & BEDDINC N.T.S. NTS -
' 't YO °�»u NTS 0
r „ 2 FIG. W-z Flc. w-a FIG. w-6
3 13/te• ♦ 22 a/1e' TD-2 TD-8 TD-B co
( D 1 l (y♦mm 1 3/e• ♦ a•
[eONT GROOVE
57
- "� « 11/1e• [3ewm] c/le' O.D. OF as VIEW 1• APPROVE DN . 3/4• uAIE nc mMlulc O
BEcrx7N vtvv +/4• Kamm) DM m APPROVED EQUAL a( E Z
" �p�r NFAPIIENE OASKR E
- r om4 aw`((N�Opeel"�I ro'II/ril UNRIr ae• t In ,,, P'
SEW (^ IT N I atmm Mn%)mPivAo tllo to ® OI U5 � E E
t tn' (Mmm) DA eme ERSUN IV- [iJmm AS MA tt MUERS Brut RID (carte mNuu Im DD o sarrr�PER _ N
PLAN WEIR FOR USE DN ATTACHED RSINGLEDUAL
rMNlr COVER LIFT NOTCH x o E w w ffi
PDItH1RLLOCI0U01DLE DETAIL AMID l L BRMOE6 OR GUM. PE9oENOA 8 E
Our w as, TW NAX AVID IpPoGAWRN m(wcfs.
ND_ AWU OEI«1'MA 14 1/2"
FXI tl TEE
I. ALL MANHOLES SGN MOD A Nl T DR IDL'ATED IN CONSAREAS 9Jascr ro ROLWNG NAME MAW WAIDIDNT MARE a caNWl W NUT IOU Nw 3n-I I n 12 3/8" E 8 cD va E
is c`GVERS"nixie BM:°nxiD ro"r''w+Xion(wiuc waf sMD°`)°i:R ASSEMBLY.
F"DB 001«IaB 12 1/2" EID N L--� E o
TYPICAL WATERTIGHTam'� AA
MWN rotnaN W vLL v -
Lode Luc AssOAely
0 0
MANHOLE FRAME &COVER OO o ry BN
NITS FIGS NO SAEARa R1TNGs 2, WATER N V = a0 m M -
TD-30 ,,] <y
DUAL SERVICE - : \ - Rom' E S t3 n 5L 17 F
cG-+z - 1T CAST IRON UD m ii�O� ✓J o
1' CGIPpE590N a ]/4' WALL PIPE LOURING Q N E Ca
•5 DOWELS, I" LONG A ERMISSSLE OR APPROVED ECUAL 1' 18" METER BOX y E
AT 12" C-C CONSTRUCTION �- L�i Q � vi5 O
5' MN.
GENERAL NOTES JOINT vi COPP�m i�
ml uAx i r _ "'
1. THE DETECTABLE WARNING SHILL BE PROVIDED BY TRUNCATED DOMES. i3 � 12�1 MAX 5 /,
2. DETECTIBLE 'WINNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) B �o B FOR USE ON DED&DIM SINGIE FAMILY E E V E
WITH SLIP RESISTANT NTEORA SURFACE COVERING THE FULL WIDTH OF THE ,^-4
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN LLL 1351a@I11AL 6DiWCE WHERE AN IRPoWTOR
WARNING THE SL USED WITH "APPROVAL OFTRUNCATEDTGRMES DETECTABLE Y = _ METER IS NOT PROVIDED. 11C[. �. n w� E O7
NA p N
n
O
-TYPE A � �rc
3, SLOPING SEES OF CURB RAMP MAY BE POURED MONOUTNCALLY WITH RAMP (SEE TAFAEI TRUNCATED DOMES <
FLOOR OR BY USING PERMISSIBLE CONSTRUCTS)N JONT WITH RECURRED BARS PERPENDICULAR A SEE SHEET I OF 4 FOR DETAILS SINGLE SERVICE :+. RR'0 NOTE!♦ R`N1 =-nr I E m E
A. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 1) SADDLES SMALL SL USED ON PVC FIRE. tit IpLI m h u M
THAT ADLI FLAFED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF ��
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
MN V o CAST WON UD .. co
5. REQUIRED BAPS ARE i0 BE N0. y X B" PLACED TCEMER TO CENTER MONO _ - t11 MW' S ME TO MATCH FACE -
BOOTH SIDE CCVERH,t RAMP FLOOR, MO -DEPTH OF RAW FLOOR. MNMVM \ \�j7;i NA yX �f BACK OF CURB OF ROADWAY CURB f1 4 t1a It MAN. m Oy,•DE ` 6" EXTENSION r��%1
6. CURB / CURB AID GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS a J 20 IT 48 , I M I I I 12'-16 6" - • 0 ,{q .`yV 7
ARE INCLUDED IN PAYMENT FOR CURB / CUM AND GUTTER. TYPE B CROSSWALK OWING V L
7. CURB RAMPS ARE TO RE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL TYPICAL PLACEMENT ALA METER co
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 2MK SECTION A -A i PIPE SLOT
41:11-
A .ACCESSIME ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY - AT INTERSECTION ,TB• MIL "� (2 PLACES) II'1�IIII
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSEC, Y CN'P[RSEIR I I z I
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRLSSWALKS WITHIN CROSSWALK
AS SHOWN ON PLAITS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT ERMSSISLE 1/8 BEND OO w r� I
RE LOCATED SEEING VEHICLE STOP LINES EXISTING LIGHT POLES FIRE = ',.1 U,a% '• CONSTRUCTION TS, < ` V
HYDRANTS, DROP INLETS. ETC. ACCESSIBLE SUITES PROVIDE A CONTINUOUS f -- g
_ - ;' i=-' • JOINT •--• Cr• a-
O�
lfDB51RUCTEO STABLE FIRM AD SLIP RESISTANT PATH CONNECTING ALL c 12t MA% y`,y�, �' O
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN SL PPPROACHED. ENTER* R . --�'` ��- aa I., 5 E U
AND USED BY PEDESTRIANS. ' iI`•' METER TN E S E c Iu � CN Q
a. RAMPS MAY RE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT - HAIRHOMES •SECTION 8-8
hri:4i p
AT ]( 2" AVEME THAN - - • S'• ..'...JJ) c`�.•4+'4•y„fi \n e m n t• i0 W N
THE CTHE OPENING IS PLACE] WITHIN THE THE
M THE CROSSWALK AND a• i�-TY`" $ Hu
EDGE SF SAME
4, r•!y�A{. h: 01 AS N N ISy < /f THAT THE SLOPE AT THE CONNECTION OF TXE CURB OPENINGS � OM110N BTU ./., ��,� \`
PERPENDICULAR TO THE CURB. ATXM .SAL£ AS TEE OF CURB 'M.P NFGS. RY NOTES: IL
9. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RAWCANNOT TYPE C NOTE- FOR GENERAL NOTES ON THE DETECTABLE WANING SURFACE, ju,F. (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 'L
ACCOMMODATE THE TURNING REOUIRDWENTS OF ANTICIPATED HEAVY TRUCH SEE SHEET 1 OF 4. SAND M OUST UNCAR ~� Mi' Y`•' P' 4' DIAMETER CHAIN NM, 12'
TRAFFTC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE C EAVY PARALLEL & PERPENDICULAR BOX AID BEIrR O INCH Ni p R ,I 1•� LONG STONE FOCNET, MY \\ O
TRUCK TRAF CI FOR CONCRETE DEPTH. MINIMUM NIIDUM E5$) ?1?:F:Y.!-.YM+N f'.:v ,S`i. SPEC. 251 N0. 57 AGO N 0 O / /
D, WHEN CURB RAMPS ARE USED IN CONJUNCTFF WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL X THE WIDTH OFF THE SHARED USE PATH TYPE B TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES J
LB" - 2.4" TRurNcarEO DONE PARALLEL APPLICATION
C-C
O 0 LLJ
MNINUN RARE LENGTH (t 5' ON
O O 0 0 0 0 0 0 0 0 0 ROADWAY GRADE IN FEET T° �? i21 MW
O O O C 0 0 0 0 0 a a 0 0 N PERCENT 4" LMRB 6• LMRB4 --� (5/8" & 1" METERS) (5/8"-1" METERS) -I
} 000000000000000, , S it A4'SOUMELADINGAREA NTs TYPICAL MANHOLE FRAME &COVER J Y 0 0 0 0 0 0 0 0 O a 0 0 0 0 0 t? 7` OUTSIDE OF TRAVELWAY �•
a 2 5 B SMALL BE FREI FOR NIS
0 0 0 0 0 0 0 0 O O O O O O O o 3 6 9 WRLK PERPENDICULAR CROSSWIIk
0.2' r N Ross WITHIN THE MARKED FIG. W-BAui
5W - Or of BASE TER o 0 0 0 0 0 0 0 0 0 0 o a o o X A a 12 CROSSWALK AREA. FIG. W-7 G S-I-T.S w
TOP DAMI0 0 0 0 0 C 0 0 0 0 0 G 0 0 0 5 10 15 _ _
I O8" - 14" I�- VARIABLE a 14 w TD-10 FIG S-I-D / /�
F" BASE N ETER 4'Y UNIT NOTE: -13 - - v ,
TRUNCATED DOME PAY uui3THE TO-31
DETAIL DETECTABLE WARNING IS LL�1ETED TOO is MET,°REGARDLL°ESS PARALLEL RAW � W
DE -AL O = Q
SHEET 1 OF 4 SHEET ] OF 4
WEanSARIw SEWER SERVICE LATERAL CONNECTION NOTES
CG-12 DETECTABLE WARNING SURFACE ERHDDE CC-12 DETECTABLE WARNING SURFACE 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 5' MIN. VDORPAPS 1
REYJI05 GENERAL NOTES ,a5 IOU TYPE B (PARALLEL) APPLICATION AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS (TYP) = r n f-
2D3.D5 vpGMe DEPARTMENT of TRANSPORTATION 502 502 REV. 7105 INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE I, `. J
VIRGWA DEPARTMENT OF TRANSPORTATION 203.06 LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 2'-0" 1.6' (, J
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED REMAINING BACKFILL SHALL �J
Ni : z
TO THE MANHOLE NOT CONTAIN ROCK MATERIAL
CO-2 CD-1 36"MIN LARGER THAN 5" IN ANY 3.0' MIN.
-12 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL DIMENSION 6"
LNos OF PAY FOR TOP Of cur PAT UNITS FOR L nPDAI BE CONNECTED USING A PIPE SADDLE. a' % VDOT NO 1 LLI lJ
PAVEMENT ...,LL�t� OURET PIPE CUT OUTLET PPE To - 24"MI O.D. •„ STONE BEDDINC
SUBui
BASE TOP OF CUT 05` TOE OF PILL PAVEMENT BEGIN WITH 45• 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X Q INITIAL BACKFILL*
ILL CODNATION LIDEIDRAN *' EW-12 �I*' SUBGRME OICN LINE ELBOW (1/4" PER FOOT) � 1
EMBEDMENT B'MIN (6" LIFTS) B' %;• ui
OTC ATYPIC •ii' SHOAL LINE F
LINE
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN * THOROUGHLY COMPACTED ppE
EDGE OF PAVEMENT CROSSORAIN CD-1 AT LOWER END OF CUTS F PAVEMENT DIAMETER OF 4". SPRING LINE BY HAND OR APPROVED O O.D. U) O
v:] �9o• CENTER LINE SECTION TRAVEL LAWS '� / OF PIPE MECHANICAL TAMPER L.L
CROSSDRAIN CD-2 ON FILLS TRAVEL LAWS+s
CENTER LINE SECTION 1 I'i_1---__--- IWRH TYPE ISELECT MATERIAL) -4---- c-- �l ---d-- 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER HAUNCHING 12" SECTION A -A U
---r--''-"�4 �----' �.` 5• OF 3 FEEL
/ N0. 68 STONE w
(WITH TYPE (SELECT MATERIAL) I C4 N NOT TO SCALE
WGE OF PAVEAENi �• BEDDING 6" max CONCRETE ENCASEMENT
TRENCH PLACEMENT DICE DF PAVEMENT PAY UNITS FOR SALT
SHOULDER LINE OUTLET PPE TO 4" min
TRENCH PLACEMENT swuOFR LINE BEGIN WITH 45• TREATED LLI J
YPICAL _G TOE O' PILL �- PAVEMENT SURFACE 1, BASE ELBOW OUNDATION SHALL BE
DIl H LIW
r PAVLMENI SURFACE L BASE o 0 o TIDE a FILL FINISHED GROUND 2 x 4 REQUIRED WHEN SOIL
0 0 0 0 o a o o SUBBASE MARKER LENGTH (VARIES)
/ UNITS OF AT FOR �°� EW'12 CONDITIONS ARE UNSTABLE
0 0 0 0 0 0 0 o SUBBASE .o•o•o. o. o-o•o•o•o•o-o•o• �-SELECT MATERIAL TINE TORT (TYPICAL
OUTLET PIPE Ofi�AAP ALL PIPE) MATCH EXISDNG PROFILE 66666666� (n
--SELECT MATERIAL TYPEIMIR PLAN VIEW SHOWING PLACEMENT OF ••••• «5T AGOE TE, «B AGGREGATE OR (RUSHED
BANK EXCEEDS 1 TO i
o•o.o •o• o•o• o.o•o O EXCEPT WHERE SLOPE OF /I//
' •••• CD-2 CROSSDRAIN - GLASS MEETING 08 GRADATION REOUEMENTS. MAh. 1
157 AGGREGATE, «8 AGGREGATE OR CRUSHED PLAN VIEW ` [-
GLASS NETTING «a GRADATION REOUREMENTS. 1` CEOTEXTLE MANAGE FARPoC A /
GEOTEXTLE • 1•-D" • (PLACEMENT OF CO-1 CROSSDRAIN)
ORAINAGE NON -PERFORATED OUTLET PIPE LLI O
FABRIC O
OR TYPE OF PIPE CRUSHING STRENGTH OR NOTE D�
EE W.T. "NON. DIAMETER NW.T. 8" MOM. dANETER r PAVEMENT SURFACE E BASE IL_
SMOOTH WALL PVC .toJ 0.153 PLUG END OF 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
-- SUBBASE OR CEMENT STABILIZED SUBBASE MAIN LINE SERVICE LATERAL BACKFILLED ENTIRELY WITH NO. 21A STONE.
�-PAVEMENT SURFACE 6 BASE SMOOTH WILL PE 70 PSI KKK 70 P9 %AIM O O o R o 0 0 " '
/��I '3.0' MIN. Q
00000000000000000 o SUBBASE OR CEMENT STABILIZED SUBBASE o-o-o o•o-o• SELECT MATERIAL TYPEIOR SUBSUME SECTION IR o ADE NWALLTHICKNESS(MW -NCHEs a'a-a• oeoo a a ICPMENTORLIME STABLIZED 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
(CEMENTSELECT ORLIME STABILIZEX OR D) �GR MNBETESTED ACCORDING TO ASTM 0-2412 AT 5%DEFLECTION. 657 AGGREGATE. 48 AGGREGATE OR CRUSHED 45 D'0" AND COMPACTED, AND ALL STONES REMOVED OR A 4° BEDDING OF NO. 68
• GEOTEXTLE CLASS MEETING 68 GRADATION REQUIREMENTS. STONE SHALL BE PROVIDED' O
157 AGGREGATE, as AGGREGATE OR CRUSHED DRAINAGE
GENERAL NOTES
GGEOT�EXTITLE •••O• GLA55 METING «e GRMATDN REQUIREMENTS. 1. LILESS SPECIFICALLY NDCATED. GROSSDRAIN WILL NOT BE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" •++ :•' � i^r •;?;'.':r:•, ® N
FABRIC GENERAL NOTES LOCATED AT THUS PONT WHEN BOTH SUBBASE AND SUBGRME ARE STABLIZEO. BEDDING OF NO. 68 STONE
1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THOROUGHLY HAND TAMPED TO 2. TRENCH SH,W. M FILLED WITH AGGREGATE AND THROIAGHLY HIND TAMPED TO
INSURE COMPACTNESS. INSURE COMPACTNESS. UNDISTURBED
APPROACH SLAG PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AD NON -PERFORATED OUTLET PIPE 3. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND MATERIAL A
SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X M. lA SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 K MIN, l3 % C
OESIRABLEI CRAPE. DESIRAI GRADE.
SMOOTH OF ME
.D] O.1'.LS UUTLEIs FOR CFOSSCFIANS, THEY ARE TO BE LOCATED SO AS TO ORAN INTO DROP PLAN ELEVATION c
BRIDGE SUBBASE
J. ON CUTTER SECTIONS R E ILOC ATE E TO OTHERWISE PROVIDETYPE
CRUSHING STRENGTH 4. ON CURB AND CUTTER SECTIONS, WHERE Il IS IMPOSSIBLE TO OTHERWISE PROVIDE IN LINE WYE-TEE
- -- CO-2 OUTLETS FOR CFOSI�RHI5, IHEYWA�TO BE LOCATED SO AS i0 OflNN INTO pOP HW.T. A" NON. OIAMETEfl IE W.T. 6" NOY. DIALETER ILElS OR MANHICLES. i� G rvj
CO-2 IRA ETS OR HANDLES. TYPICAL SEWER PIPE NOTES: 1. MERE LESS THAN 3' OF DOVER IS AVAILABLE BELOW STREAMED. CONI ENCASEMENT
y-DI• GATE BASE MATERIAL TYPES 4. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO BE UNDER ENTIRE PAVEMENT AEA WILL BE REQUIRED. ,Wj
SIZE N0. 21B (8" 1W.OEPTW WDH OUTLET PPE ON LOW 510E ONLY. SMOOTH HALL PE 70 PS MACH ]O P51 MHN WHIN fMITIET PPE 011 LOW SIDE ONLY.
VARIES INSTALLATION IN TRENCH 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL O w a
a. INVERT ELEVATION AT OUTLET END OF OUTLET ME TO BE A MINIMUM OF 1'-D" MOVE 6. INVERT ELEVATION AT OUTLET END OF OUTLET WE TO BE A MNNUM OF 1'-0" MOVL BE BACKFILLEO WITH COMPACTEO 21A STONE AND TOPPED WITH 16' OF %DOT CLASS 1 PoPRAP. d o
INVERT ELEVATION OP RECEIVING DRAINAGE DITCH OR STRUCTURE. INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. p .^
oT
PLACEMENT OF CD-2 CROSSDRAN AT 6. ALL CONNECTIONS CRUSHING. YES,ETC.LHN PAY LIMITS FOR OUTLET PIPE M7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LOUTS FOR OUTLET PPE AM TO
E TO M MALL THICKNESS (MN) -INCHES BE OF TOE SAME CRUSHING STRENGTH AS THE OUTLET PPE. SEWER TOB NO.
APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PPE. )EKM TESTED ACCORDING TO AWN 0-2412 AT 5%DEFLECTION.
7. OUTLET PPE TO BE SECURELY CONNECTED TO EW12M OTHER DRAINAGE 6. OU UFTT PIP£ TO BE SECURELY CONNECTED TO EW-120R OTHER MANAGE SEWER SERVICE LATERAL CONNECTION HITS TYPICAL STREAM CROSSING 112066
STRUCTURE. STRUCTURE. FIG. S-3 r�
SPECFIGATIOv 1VDOT `VDO-r SPECFILATION N. T.S N'T'S SCALE
RL`ER'-NLE STANDARD CROSSDRAIN STANDARD CROSSDRAIN REFERENCE FIG. S-2 FIG. S-7 v,
ROM AND wow STANDARDS ROM AND BRIDGE STANDARDS TD-34 N/A
5?� (AT GRADE SAGS MID BRIDGE APPROACHES) lEVISDN DATE SHEET 1 of 1 SHEET 1 of 1 REVISION DarE (AT LOWER END OF CUTS) 232 �_33 TD-38 LL
7C1 VRGINIA DEPARTMENT OF TRANSPORTATIDN 07/16 VI 50
108.04 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 SHEET NO.
10
H-
1992 3.38
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STREAM BUFFER - TWISTED,#22 GAUGEWIRE WITH HOSE ,� - iI
HT EE AND TURNBUCKLES. LOOP HOSE 1/ GUYWIRES WITH RUBBER HOSE AND NOTE: Z U
' y.� AROUND TRUNK ABOVE BRANCHES .11\ TURNBUCKLES213UPTREE 2. STREETTREES PROVIDED 40' O.C. AND 5'-io' FROM PROPOSED UTILITIES. LU a
LIMITS OF TREE PROTECTION=ff11Ij= - II- AS SHOWN, FLAG WIRES WITH VVV z. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE O
1 I- COURVEY TAPE. REFER TO SPECS 2'x2" HARDWOOD STAKES, ALIGN
FENCING TO PROTECT THE / _ - �� ` =. /\� = Ir FOR ADDITIONAL INFORMATION. / TOP OF STAKES HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY 8 m
WOODED AREAS TO BE \ -1 - - - \I �l Jam` TO SUPPORT THE OVERALL HEALTH OF THE PLANT. r in
PRESERVED ON THE SIT III - AMENDED SOIL MIX U MULCH SAUCER
=TI= -I =1 = �/ I 3. TOTAL STREET FRONTAGE = i,iio' (INDIGO RD) & 86o' (CRIMSON ST) = 2,970' U U
- f i
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II -II / U S S o Sc
s / 5 ( 4
AMENDED SOIL MIX t7
COMPARED S BG ADE �j
U R � 1J Y m
I _
(S I PR STREET 2 PROPOSED S EE TREES: S3
1 ..
I -
IA
NOTE.1,uo OF STREET FRONTAGE ALONG INDIGO ROAD (n 3
U-III I REQUIRED STREET TREES: 29 LU m
Tree Planting and Staking Detail 111- 1-11 PROPOSED STREET TREES:32 cc m
LOT 13 \ ` Not To Scale ill 11 111- CUTANDREMOVEBURLAPFROMTOP NOTE:865'OFSTREETFRONTAGEALONGCRIMSONSTREET
\ ll I��r 6,2/30FBALLAS SHOWN REQUIRED STREET TREES: 22 Vl yI
-II PROPOSED STREET TREES:22 z _j g
\ ` - SCARIFY SUBSOIL TO 4' MIN. DEPTH z a
C,o\ \ - -- -111-III-LI-7 -III=I I � a
,G - - - - COMPACTED SUBGRADE TOTAL SITE AREA: 5.841 ACRES z54,434 SF a p o
\ LOT 12 a' / 31 L-1I TOTAL STREAM BUFFER AREA (OUTSIDE EMERGENCY ACCESS ROAD): 0.795 ACRES 34,65o SF 01� v to
\ TOTAL ACTIVE RECREATION AREA: 0.202 ACRES 4 450 SF 111 w N ci ;
-� CANOPY REQUIRED (20%) = (5.841 AC - o.897 AC) x 20% o.g8g ACRES 43,072 SF o w
/ s8 Ever reen Tree Plantin Detail
9 g PROPOSED PLANTING CANOPY CALCULATIONS: 0.994 ACRES 43,284 SF zo a a
LOT 11 \ Not To Scale ` r
�\ z, W a V A LU
Conservation Plan Notes:cc
o
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT `o
( POPERATORS, v � I \ s \\ TREE RMA MARKING BEEN NSTALLLEDBYHE CONTRACTORANDINSPECTEDYANDAAPPROVEDUBYLTHEE a
Wh _ \ \S \ COUNTY ENGINEERING DEPARTMENT.
111 - 401 PROPOSED IS _ �,_ �� - 17,. PROPOSED TYP.) PRIMITIVE \ \ j ri
LANDSCAPE AND 6 660 S OPEN '-\\ AILWAY(TYPJ \ \ 2. HEAVY aT IPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL y co
TR ''
MAINTENANCE 6? '� \ \ E C \ \ SHALL N BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. a
Z
a
_ z EASEMENT 6So 1. 8 /� 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES
County To be®ark 1 : �L. = \\ -- ( 3 3 / \\\ '� \\\ LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE N
Canservvtion Plan ChecWlet-To be placed on Inndsenpe Mnns � �'' '
(Handbook. pp 111-28a-111-297 for corn elan dHeaGum) _ ' \- \ \ \ \ PRESERVED AND PROTECTED. a
fl Trees to be eaved
1 'Il Treesrineltemsahvllbexhownontheulnn w.� LOT lO I r_.-- ' I I - ��� `\ -, LIMITS OF TREE PROTECTION '' PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE 0
B ,- \ 4. FIRES SHALL NOT BE PERMI T �
- FENCING TO PROTECT THE PRESERVED AND PROTECTED. o
® Linesnofcleanng(amsidednplineofbamtobewved); - ' ` \ \ WOODEDAREASTOBE u
® LacetioneMtypeotprotectivefengng: ,' l Y \ LOT ll+ \ ` �` \' 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE 8
y PRESERVED ON THE SITE
® crmechengmtequwtgo-eewell+orw,wr; ,L- - i PRESERVED AND PROTECTED. a -o
0 Rnpoved Rmchug or ttmndug beyond the lump ofdeanng. _ > 66, _ LU
t -_ , D " \ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED a o o�
2. MarWoa": BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. p M =
ZI .All aces W be savedshell be marked with pant ar nbbon to a height deafly visible to equipment operators. S r r�.
fl .nalb�inwolme ematingnaberninepeo tmendappmvedbyecounylnpeeim. LOT 6y v,gadinga( \� \ eY \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR c
9 0 \ OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS
J. Pre.canr,rweuonConference I - - / \ ��S \ \ , OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST
prmm fl free ,ebon and �NICCtiert measures shell bereviewed with the contractor on 15 sit" _ - 1 l j - LOT \ - t.- \
,'_. \ \ i � EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED. 8Y THE COUNTY ENGINEER, THAT
TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. ll
4. Eauloenl carnation and Sterner: 2 m
&� He veguipment. vehiciam trafllC and atorege ofeanatraction rnaaendsincludrrg and di nor be pernottedwithin the driphries oftrem
/ 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND -'
to be saved. PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION J
A. souErosion and sre"waerDetention Devices:eau /// AND SEDIMENT CONTROL HANDBOOK, CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A
ZI Such devices shall not adversely affect ueee to be saved. 1 LOT 8 T i6 '� /// \ PROFESSIONAL FORESTER OR TREE SPECIALIST. ni
6. Ftrn: II I I LOT '•,� ` / / / / / 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND Z ti
L] river ma of rcaawunlaorntofuna mofo-aermhoa"a. PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT C%
pmm p 1
7. Trade Materials: - _ t - - � ! = - _ k \ ` / / / / ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL
23 Tin lent mars shall not be stored within led feet ofthe autumn uftrees to be saved. _ ��\ \ �\ ''?- / / / IS LOOSENED. 0') D
S. ereeernvePencWe: ` �� / / 7 �/ / / / / 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN
}' O�EI� ! gS \ / i MEASURES REMOVED DURING THE FINAL CLEAN-UP. z 9
LOT ( ���/ 9
Fencing d4: slnallbem lace and shal beins area®d approved by eCo 1 Tatar or to amretrmtim 1 {_.. '- 'SPACE .. .M}
9. fl Txmberetmrted�'dun all teaafa P eel titular Y a bed acted�b�'g UJ 6 - (0.055A ��--+�-_ \ `.\ i / \ \\ \• V C
Tue.
prows n3 grading ry pia y encing w 1-
N 66
El When the ground level must be mraedwithin the Asplme ofa tree to be saved, a tree well shall be provided and a construction deed
� submitted for approval. _ t sr 'I 1 '.r.. ��.� \`. `V -
b I'I PROPOSED 6' o y \ / \ I\ EXISTING 100' O
18. 'Erie µ'ells: -
i - PLANTING STRIP \ S / \ \ STREAM BUFFER O N
fl When the ground level must be lowered within the dnplisre a titre to be saved, a tree wall dull be provided, and a constntction detail o Q
stbmifted for approval. I \V CIL A\ \\ N m
LOT l �_� \ cv a
Il. 'I'renehlne vnd Tunndlnm r
fl lYhen trendring n regmmd witlw We Limb afcleanrtg, it sfiall be dam as far awq from the truda oftmm es po®rble. Tunneling 1 LOT 6 ) 1'" (�$� \� \ - - /• \ \ O O_
under o large tree shall be considered as an alternative when it is amieipated that newsary• Rmdrirg will destroy feeder dean. S\
R CEA O - - 'oe v _
12. Ckanu : - t �-
91 Rotetlrve fencing shall bathe last items removed dining the final cleanup ARE / �` 73.�5 \ \ W^
13. Damaged Trees: 1 I I /l_ _ - - - / i / Qr \ \ J ' a
® U tram shall be lrcmodimmediaelyb ,ferolimtion or oNmmahods recommended by"tree dalistI'� -T
atsu� YParaia3 ,: LOT 18 1 'i ��� v `- - - _ '7 UMP - ;� Z
NOTE:IT IS REDEVELOPER'S RESPONSIBILITY TO CONFER WITH THE COYIIIACTORON TREE CONSERVATION r LOT 5 o- 1 1 I�_. / B'S9 / ` \\ ' \ > Q j
REQUIREMENTS. 1. _
61 ��- / \ �\\ U Uj
�
I N
OW NER SIG AN (DATE) � I - l_ f� / ,t i \ � \ ' \ � 0
< 3
T (] - c
CONTRACT PURCHASER SIGNATURE (DATE) 1 LO • 17 / LOT 2V \ \ \ \l� L9 O
511/06 Page 1or1 ". I � 1
1 LOT
I I` �', � '��'�� � � -�� \ � ns LOT 27 r' T � s `� v v v v � � �-
NOTE: SED STREETI, W ( /n
4 REE
r PROPos w ,- _ - - �� LOT 25 a �, v \ v Q Q
S (TYP.) _ { OC I� _ - LOT 28 \ \ ' \ _ V V v
1. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL Wit. Il, -� LnlU - _ ' LOT 24 1 \\ \\\ U z Ln a
NEED TO BE MAINTAINED IN AREA BETWEEN z TO FEET ABOVE GROUND AS A CLEAR �1
al
ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. I - ' O
3 I LOT 20 w
LOT 3 I ° LOT 23 a Z
m SPACE B
, o
I 2 AC) N - J
H
1
LJ'
. x
y
Ul
U w
(:i M LOT 2 I II LOT 2l 000
I � ( I
'� CPO z aaaj
'� OT 2g
672 2
a
658
-
z IN
LOT 22- , _ )-
( 3)
LOT l
11J
I
I I
�1- - - - LOT 30 I O�
I 1. � �
SIGHT DISTANCE=z8o' iu
I � o
/ OPEN cV -
INDIGO ROAD SIGHTDISTANCE=28D' INDIGO OAD 1 LOT 3
0
_ EA
_ o6C AC)
w w w4o�BLIC R/W w .„w w -- �► - w W VAR. WDITH UBLIC R - _---.w-.-------- k..,,,,` , x- _ - _ .. ,z� .j'A71 �, U2p9 'fit
T 1
- - W - w \ - %A,- w W - 1 / 2 _
- -_- Poor FRONrC/L INTERSECTION TO INDIGO ROAD " - - - -
- -- ----- --- - -- - &CRANBERRY LANE o -
Plant Legend 67
DOU
WITH LE STRAND RUBBER HOE GAUGE WIRE
WITH RUBBER HOSE&TURNBUCKLES 'TI�/,y+�
9 \�\ 2'k2°HARDWOOD STAKE /\y TREES UP TO 4' CAL. SHALL BE STAKED
WITH 2-z"x2"HARDWOOD STAKES.
CUT &REMOVE BURLAP FROM TOP J � / TREES OF y" CAL OR LARGER SHALL BE
N$90 V3 OF BALL AS SHOWN �1,Q� GUYED WITH 3 EQUALLY SPACED, TWISTED,
SCARIFY SUBSOIL TO 4" MIN. DEPTH - - - AND TURNBUCKLES. LOOP HOSE AROUND
/ EXISTING STREAM MULCH SAUCER\/ TRUNK. FLAG WIRES WITH COURVEY TAPE.
v REFER TO SPECIFICATIONS FOR
BUF34,650SF S3s°S, T FINISHED GRADE �� /� FURTHER INFORMATION
TREES UP TO 4" CAL. SHALL BE STAKED.
TREES 4°CAL. OR LARGER SHALL BE
EXISTING ioo' 434 GUYED WITH 3 EQUALLY SPACED \
PLANT SCHEDULE
SYM
BOTANICAL
COMMON NAME
SIZE
CANOPY (sf)
TOTAL SITE
QUANTITY COVERAGE (so
TREES
UAP
PRINCETOW ELM
JULMUS AMERICANA'PRINCETON'
1 10-IT HT
1 397
1 17
1 6,749
QS
SHUMARD OAK
QUERCUS SHUMARDII
10-12' HT
1 329
1 14
1 4,606
QP
IQUERCUS PALUSTRIS
IPIN OAK
131/2" cal.
1 471
1 53
1 24,963
UNDERSTORY TREES
EVERGREEN TREES
IN
ILEX x'NELUE R STEVENS'
NELLIE R STEVENS HOLLY
5'-7'ht.
1 44
1 23
1 2,376
MG
I MAGNOLIA GRAN DI FLORA TITTLE GEM'
JUTTLE GEM MAGNOLIA
6'-8' ht.
1 82
1 18
1 2,214
TOTAL CANOPY
I
I
I
1
1 43 284
VY _
N70° 42' 11"kRY`550.65'
-- - -_-- OPEN -
SPACE E GRAPHIC SCALE
(53) OP STREET (o.oz5 AC) 3p 65
TREES J l5 10 so _ N52 OZ
CLAUDIUS
CROZET ( IN rear )
PARK I ;rich = 30 1L.
=� � �
w Lu
w
a Ln
JOB NO.
112066
LE
III = 301
SHEET NO.
I
Design Storm Year= 10
t oSTRUCTURE
1 11
1 •1
1 11
�®�®
'®�-_----_-
•• 11
'�®�
1111
11
�
11
•• 11
�®®
1111
11
®
11
Structure Arell ( 11 t Station �f I 'co
- - -- l
(Acres) (Mill.) J
2 0.00 0.90 5.0 10+30.75 1 1 �`
4 0.00 0.90 5.0 10+63.10
6 0.00 0.90 5.0 12+03.19<OT```\\
8 0.00 0.30 5.0 12+69.21 COT -73
10 0.17 0.79 5.0 12+98.91 1 �j Z�T�I 2z \ \ 1 0
12 0.27 0.86 5.0 11+27.84 7 \\
14 0.13 0.90 5.0 13+34.91 ��� r ■
16 0.00 0.90 5.0 10+82.98
18 0.09 0.83 5.0 11+15.01 ry
20 0.61 0.76 5.0 12+40.12-
22 0.30 0.72 5.0 10+51.97 P '
24 0.09 0.85 5.0 10+57.19 I COT3o E
28 0.03 0.70 5.0 11+09.63
28B 0.27 0.72 5.0 12+55.51 COTy�» \ "-
If 9 f
YARD DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
DIA.
(in.)
LENGTH'
(ft.)
SLOPE (%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SIZE
RIM
ELEVATION
YD-6
YARD INLET
N/A
24"
675.84
YD5
12
57.50
2.05%
670.75
669.50
HDPE
YD-4
YARD INLET
N/A
24"
674.90
YD-3
12
65.34
4.64%
669.40
666.18
HOPE
YD-2
YARD INLET
N/A
24"
672.70
YD-1
12
74.83
2.70%
666.10
664.00
HDPE
YD-12
YARD INLET
N/A
24"
665.63
YD-11
12
28.00
0.50%
661.27
661.11
HDPE
YD-10
YARD INLET
N/A
24"
665.99
YD-9
12
33.40
0.51%
661.01
660.82
HDPE
YD-8
I
YARD INLET
N/A
24"
667.90
YD-7
12
75.59
0.50%
660.72
660.32
HDPE
YD-14
YARD INLET
N/A
24"
669.98
YD-13
12
65.40
3.14%
663.00
650.82
HOPE
YD-18
YARD INLET
N/A
24"
664.59
YD-17
12
47.26
5.36%
653.00
1 650.25
HDPE
YD-16
I
YARD INLET
N/A
24"
661.03
YD-15
12
1 51.18
0.50%
1 650.15
164988
HDPE
26 0.23 0.72 5.0 10+84.44 f s
1 -- MUUKL, KILHAKU
OROANA
0.1990ACRES/ ' YD-m \ \
ZONING: R=61EESIDENTIAL - I tOT
__ )"924 PG. 271 8 '� \ OPEN \ cP \\
/ ■
-_ Go C,
056A2-04-00-00300 11 -- -- - �_ I� ; 24 \ �
I ! TONES, BENJAMIN MARTIN COT --;_ 36 ^ ��
--- - OR SARA BETH % /. ) COT\�
w 0.2120 ACRES - _ 16
ZONING: R-6RESIDENTIAL
D.B. 4369 PG. 199 l t0 'i 1 �\ tor26
� v i-�� �-i T .o
\i
YD
i o 056A2-Q4 00-00200 -
"
BAEASL Y
O` YD-2 COT$R PAMELA6
.2120
Z-281 � z4 - --�-C�!( ONING: R-6 RESIDENTIAL
II,
j D.B. 2275 PG. 096 4 � \ c mQ
1 O s
0;6A2-04-00-�00100 T4 r�,...'` ... ? l(OTjB`-
YL \
MACLEAN, GERARD F.
OR AMY M SOT i1
k= 0.2710 ACRES i T' -
Z NING:R-6 I,LESIDENTIAL
D.. 2865 PG. 731 YD-4 i 11 � � x6 �9 - I � �V S -A
- --
! tO7.
elk* _ - -
f I 1 COT20 YD-16
\ \
w
COT - � � _ I I � vD-16
6 �� COT 23 COT 24 COT-'$ + Y SO� ,
8B 2 ,
/ ll \r r /OT
spqCEIV
. 2
056A2-01-00A72A0 e.. . orr - 1
-CLAUDIUS CROZET PARK INCL - ` W I -1 �
\ 11.66'0 ACRES. `- •
\ ZONING: RURAL AREAS-
�_ D.B. 1536 PG. 408-
GRAPHIC SC -ALE-. �4
50 0 25 5o 100 \� 200\�
OPelv
Spq
I�
CR Its r°°57- sqE
( 1N FEET ) PARk
1 inch = 50 ft,
COT�9
' 1
COT3o
\ \ E;
\ / COT3� S \��/l / \
/ n,-
Table 6: Sump Inlet Design Table
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 4.00
(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
C
N
9
N
C
N
d
n
m
0
N
C
m
r
T
C
4
m
0
0
N
S
O
V
p
p
0
m
m
E
OtoO
C
C
W
K
3:
�•
5
Q
la
AllO
0. >
J
Q
U
Q
U O Q
Q
left
0.17
D.86
0.146
0.58
0.00
0.58
0.0010
0.0200
2.0
0.0833
4.1650
8.40
right
0.10
D.86
0.086
0.34
0.00
0.34
0.0010
0.0200
2.0
0.0833
1120
6.88
12 3C
6.0
confuted fbw
0.9
0.12
1
6.D5
Maximum allowable spread=15'
left
1 0.13
0.78
0.099
0.40
0.00
0.40
0,0010
0.0200
2.0
0.0833
4.1650
7.25
right
0.48
0.78
0.365
1.46
0.00
1.46
0,0010
0.0200
2.0
0.0833
4.1650
11.83
20 3C 1
6.0
combined fbw
1.9
0.19
1 0.418 r
9.59
Maximum allowable spread=15'
left
1 0.18
10.72
0.130
0.52
0.00
5-2-
0.0010
1 0.0200
1 2.0
1 0.0833
4.1650
8.03
right
1 0.09
10.72
0.065
1 028
1 0.00
0.26
0.0010
1 0.0200
1 2.0
1 0.0833
4.1650
1 6.19
28B 3C
8.0
combinedflowl
0.8 1
i 0.09
1 0.207 1
4.74
Maximum allowable spread=7'
Table 6: Sump Inlet Design Table
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
n
c
�
in
�
0
m
c
c
m
''V
n
n
L_
u
y
mm
�
y
a
m
m
`
R >
d
U
U O Q
Q
N
N
N
N
H
V
O
H
lY
left
l7
0.86
0.148
0.95
0.00
0.95
0.0010
0.0200
2.0
0.0833
4.1650
10.08
right
0.10
0.86
0.086
0.56
0.00
0.56
0.0010
0,0200
2.0
0.0833
4.1650
8.26
12 3C
6.0
conbined flow
1.5
0.17
1 0.365 1
8.36
Maximum allowable spread=15'
left
0.13
10.7610.0991
0.64
1 0.00
0.64
0.0010
0.0200
2.0
0.0833
4.1650
8.70
right
0.48
0,78
0.365
2.37
0.00
2.37
0.0010
1 0.0200
1 2.0
1 0.0833
1 4.1650
1 1420
20 3C
6.0
combined flow
3.0
0.27
0.578
1325
Maximum allowable spread=15'
left
0.18
10.7210.1301
0.84
0.00
0.84
0.0010
1 0.0200
2.0
0.08331
4.1650
1 9.63
right
0.09
10.7210,0651
0.42
1 0.00
0.42
0.0010
1 0.0200
1 20
1 0.0833
1 4.1650
1 7.43
28B 3C
8.0
combined flow
1.3
1
0.13
0.286
6.55
Maximum allowable spread=7'
Table 7: Grade Inlet Design Table
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 capacity and
depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
3
m
0
"
s
rn
n
_
m
_
,�'
n
C
N
+
O
A
T
a
N
C
_
U
%
S
WW2_
O
C
V
N
N
t=
c
U
O
I?41
N
�a
C
O
N
9
C
K
CO
41
Z�
;aO
E
C O
O
U
O
13
OI
,t
II
II
N
C
b
c
U
a O>
O
U
a
m
N
`
a
U
-
.4
(5
C7
5
(6
in
3
F
W
Id
r9S
i
ul
iJ
2
10
3BB
8.0
0.17
0.79
0.134
0.54
0.00
0.54
1 0.0300
0.0200
2.0
0.0830
4.1500
1 4.30
1 0.93
3.5120
1 0.1463
1 0.1561
6.22
1.29
1.00
0.54
0.00
1 Maximum allowable spread=l5'
14
3B
So
0.13
0.90
0.117
0.47
0.00
0.47
0.0336
0.0200
2.0
0.08301
4.1500
4.00
0.95
3.5120
0.1463
0.1590
a
1.33
1.00
0.47
0.00
Maximum allowable s read=l4'
P
18
3BB
8.0
0.09
0.83
0.075
0.30
0.00
0.30
0.0346
0.0200
2.0
0.0830
4.1500
3.36
0.98
3.5120
0.1463
0.1634
4.93
1.62
1.-
0.30
0.00
Maximum allowable spread=l4'
22
38
12.0
0.30
0.72
0.216
0.86
0.00
0.86
0.0335
0,0200
2.0
0.0830
4.1500
5.03
0.88
3.5120
0.1463
0.1488
8.08
1.49
1.00
0.86
0.00
Maximum allowable spread=14'
26
38
4.0
0.23
0.72
0.166
0.66
0.00
0.86
0.0209
0.0200
2.0
0.0830
4.1500
4.98
1.00
3.5120
0.1463
0.1663
5.86
0.68
1.00
0.66
0.00
Maximum allowable spread=l4'
28
38B
12.0
0.03
0.70
0.021
0.08
0,00
0.08
0.0626
0.0200
2.0
0.0830
4.1500
1.87
0.95
3.5120
0.1463
0.1590
3.52
3.41
1.00
0.08
0.00
Maximum allowable spread=T
Table 7: Grade Inlet Design Table
ity 6.50 (Intensity is 4 in/hr for spread. and 6.5 in/hr for capacity and depth)
ngs Coefficient, n is 0.013
3
c
m
m
`�•
w
n
`
+
u
w
TCB
N
j
0
U
nS
W
ON
m
C
O
U
O
M
O
U
N
�
m
c
4
c
3
n
9m
C
F
O"
O
a-
o
U
a
a
-j
a
LS
O
C31
vi
2;
Li
i7
u
10
3BB
8.0
0.17
0.79
0.134
0.87
0.00
0.87
0.0300
0.0200
1 2.0
1 0.0830
4.1500
5.16
0.88
3.5120
0.1463
0.1488
7.86
1.02
1.00
0.87
0.00
Maximum allowable
14
3B
8.0
0.13
0.90
0.117
0.76
0.00
0.76
0.0335
0.0200
2.0
0.0830
4.1500
4.79
0.89
3.5120
0.1463
0.1502
7.62
1.05
1.00
0.76
0.00
1
Maximum allowable
18
3BB
8.0
0.09
0.83
0.075
0.49
0.00
0.49
0.0346
0.0200
2.0
0.0830
4.1500
4.03
0.95
3.5120
0.1463
0.1590
6.16
1.30
1.00
0.49
0.00
Maximum allowable
22
31:3
12.0
0.30
0.72
0.216
1.40
0.00
1.40
0.0335
0.0200
2.0
0.0830
4.1500
6.04
0.81
3.5120
0.1463
0.1385
10.33
1.16
1.00
1.40
0.co
Maximum allowable
26
3B
4.
00.23
0.72
0.166
1.08
0.00
1.08
0.0209
0.0200
2.0
0.0830
4.151)D
5.97
0.99
3.5120
0.1463
0.1649
7.23
0.55
1.00
1.08
0tl)
Maximum allowable
28
3BB
120
1 0.03
0.70
0.021
0.14
0.00
0.14
0.0626
0.0200
2.0
0.0830
4.1500
2.24
0.88
3.5120
0.1463
0,1488
4.49
2.67
1.00
0.14
0.00
Maximum allowable
SCOTT R. LINS'Z
Lic. No. 035791
A 03/30/20 b4
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PIPE DESIGN
n = 0.013
Pipe
Hydrology
Pipe
P
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ie e
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Pipe run: SIR-14 - OLfr
14
10
0.13
0,90
0.117
0.117
5.00
6.67
0.78
0.78
653.00
652.00
32.0
0.013
0,0313
15
11.42
5.19
0.10
10
8
0.17
0.79
0.134
0251
5.10
6.63
0.89
1.67
651.90
651.10
25.7
0.013
0.0311
15
11.40
6.51
0.07
6
6
0.00
0.30
0.000
0.484
5,61
6.47
0.00
3.13
651.00
650.20
62.0
0.013
0.0129
15
7.34
5.71
0.18
6
4
0.00
0.90
0.000
0484
5.79
6.42
0.00
3.13
650.10
649.35
136.1
0.013
0.0055
15
4.60
4.14
0.55
4
2
0.00
0,90
0.000
1.695
6.34
6.25
0.00
10.60
648.50
648.34
28.4
0.013
0.0056
24
16.99
5.70
0.08
2
OUT
0.00
0.90
0.000
1.695
6.42
6.23
0.00
10,60
648.23
648.08
27.2
0.013
0.0055
24
16.80
5.63
0.08
Pipe run: STR-12 - SIR 8
12
1 8
1 0.27
1 0.88
1 0.232
1 0.232
1 5.00
1 6.67
1 1.55
1 1.55
1 651.75
1 651.10
1 123.8
1 0.013
1 0.0052
15
1 4.68
3.40
1 0.61
Pipe run: STR-20 - STR 4
20
1 18
0.61
0.76
0.464
0.464
5.00
6.67
3.09
3.09
65T00
656.33
121.1
0.013
0.0055
15
4.80
4.15
0.49
18
1 16
0.09
0,83
0.075
0.754
5.49
6.51
0.49
4.91
656.23
656.00
28.0
0.013
0.0082
15
5.85
5.34
0.09
16
1 4
0.00
0.90
0.000
1.212
5.66
6.46
0.00
7.82
654.90
653.25
79.0
0.013
0.0209
24
32.70
8.51
0.15
Pipe run: STR-28B - STR 16
288
1 28
0.27
0.72
0.194
0.194
5.00
6.67
1.30
1.30
666.00
663.00
141.9
0.013
0.0211
15
9.39
5.36
0.44
28
1 24
0.03
0.70
0.021
0,215
5.44
6.53
0.14
1.41
682.90
661.D0
48.4
0,013
0.0392
1 15
12.79
6.78
0.12
24
1 16
0.09
1 0.85
0.077
0.458
5.56
6.49
0.50
1 2.97
660.90
658.50
53.2
0.013
0.0451
1 15
13.72
8.84
0.10
Pipe run: STR-16 - STR 24
26
1 24
0.23
1 0.72
0.166
0.166
5.00
1 6.67
1.10
1 1.10
665.00
662.00
80.4
0.013
0.0373
1 15
12.48
6.25
0.21
Pipe run: STR-22 -
718
22
18
0.30
1 0.72
0,216
0216
5.D0
6.67
1.44
144
658.50
657.50
48.0
0.013
0,0208
15
9.33
5.45
0.15
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JOB NO,
112066
SCALE
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SHEET NO.
12
I
LD-269
Rev,3-83 r CULVERT DRAINAGE PLAN •.■■ ��
Project Foothill Crossing Phase V
Plan Sheet No.
Designer FGM, PE
Sheet 1 of 1
Culvert beneath Pedestrian & Emergency Access
Rev. Data
Date 3/28119
AHW Controls
STATION:
HYDROLOGICPL DATA
D.A. = 53A ac.
1DO yr. Flood plain
elev.
Design AHW depth
elev.
Structures
elev. treq. TWelev.
Culvert DA: Cw - 0.38, Tc - 27 min., 12 - 2.5 in/hr, 110 - 3.4 in/hr,125- 3.9 in/hr
Shoulder
elev. 649.0
CL elev. 649.2
DISCHARGES USED
RISKASSESSMENT
ADT
Skew
° Cover `
Q 2 = 50.73 CFS
Detours Available
Length
Q -T1_= -MSSCFS
Overtopping Stage
Q �7 f�CFS
Flood Plain Management
Inv. El. 641.5
So= 0.50% hrv. El. 641.16
__
Q = CFS
Criteria and Significant Impact
Ong. Gr. Elev.
L= _9F_ Ong. Gr. Elev.
Q = CFS
CULVERT TYPE & SIZE
0
Q/B
HEADWATER COMPUTATIONS
CONT.
HW.
ELEV
OUTLET
VELOCITY
End
Treat.
COMMENTS
INLET CONT.
OUTLET CONTROL
HW/D
HW
Ke
do
(dc+D)/2
ho
H
LSo
HW
C.M.
Smoofi
Outlet Controlled wl downstream riprap.
Proposed 36" RCP Culvert (10 yr)
68.99
68.99
2.0
6.0
0.5
2.6
2.80
2.80
4.0
0.3
6.5
6.5
N/A
Culvert shall be countersunk 6'.
outlelControlled w/downstream riprap.
Proposed 36" RCP Culvert (25 yr)
79.14
79.14
2.5
7.5
0.5
2.9
2.95
2.95
5.0
0.3
7.6
7.6
N/A
Culvert shall be countersunk 6'.
Design
Flood Exceed. Prob. Bev.
_
Overtop Flood Exceed. Prob. Elev.
SUM MARY& RECOMMENDATIONS:
_
Base Flood 1%Exceed. Prob. Bev.
LN9
S
SCALE2"=ioo' r ♦♦♦♦♦• ♦�'
EXI NG
STREAM ♦♦ ♦♦ /_.'" __ _- '
•♦♦10• _ I'
♦
♦ • • -
♦•♦ • -
♦• • _
1
r ♦•
♦♦♦ ♦♦♦♦ _
000
?-NA Ow ♦♦♦ ,.xI THE APPROVED FOOTHILL _
CROSSING II SWM FACILITY 2B
••••♦•♦♦ (1 • WATERSHED
THE PROPO ED CULVERT BELOw
• � s
\N THE PROPOSED CULVERT ANALYSIS (WITH N ■
�.
J 200' OF OVERLAND THIS PLAN) IS CONSERVATIVE BECAUSE \ ■
FLOW w/ & ELEV.=6' IT ASSUMES THE TWO SWM FACILITIES ■
♦ Tc=22 min.) WITHINERSHED ARE CLOGGED
A D PROV PROVIDEZEROATTENUATION.
♦ COMMERCIAL & ( \ - - ■
INDUSTRIAL AREA _ N s / / �100' WPO STREAM
(9.7 ac.)
\
■ WITH A C ) / N ` / BUFFER, TYP.
CULVERT DA10'
♦ Cw=0.38 ♦ ♦♦
♦ Tc=27 min.PROPOs o �♦ ♦♦
•/.. `CULVERT ♦ �,♦
• F CHANNEL S_ WOO
FLOW wOE EV.= //35' \ / - N \ •♦•♦• -t
(TC=2 min.)
■ �, / 1,600' OF
�•
CONCENTRATED-- S 1 / FLOW AT 10ft/s t r
♦ \ _ _X (Tc=3 min.) "- - • -
\\
EXISTING I -' \ 1 / ♦♦ 1 ` \
♦ STREAM r
~ FORESTED AREAS 011t`_
1 WITH A Cw=0.15 s / / Is,
■ (15.5 ac.)
1 s j u>-�� ' -__�- ♦ 1
■ s
■ s �_ --1 �\ •���•
1
♦ s
RESIDENTIAL I ■ ■ ■ �. �. • • • ♦♦�♦\ 1\ \ 1 . - �� ■ \
♦ AREAS WITH 1
■. ■ ♦♦
ACw=0.40 ■ ■�.•sk•••LTOPSTREET `•-_� ._ ■■ ■ _L .
♦♦ (28.2ac.) �■■■■■■�■■3■tw _ - r■■t■ -gip\�
PROPOSED SWM
♦ M • ♦ • • • • • r � ITS (WITHWATERSHEDI PN) OUTFALLS THE
`.
V, \ \ \ PROPOSED CULVERT
PA s ♦ ♦♦♦•�� /
s \ ♦♦♦♦. ♦♦♦ /
CULVERT DETAIL lOBUFFER,TYRP M
SCALE 2"=30' \ ' �
_6
5 5UPSTREAM END OF % O GRADE/ 6 O SHALL B COUN COUNTERSUNK 6 PROPOSED PROPOSED �� '
EVJ_R'GENCY INVERT ELEV.=641.50'. CONTRACTOR%EXISTING SANITARY SEWERTO REMAIN UNDISTURBED64BACC SS ROAD SHALL FIELD VERIFY CHANNEL BOTTOM
' '- �•��"�' i BENEATH PROPOSED FILL -
36" CL. III RCP ' ELEVATION & ENSURE CULVERT IS J�~+
68.00' O. O COUNTERSUNK 6'. -
S -
VD OT STD -
645 645 S ` BUFFER, TYP. EW 1.-
UPSTREAM END OF PROPOSED CULVERT- - - - _ - - _ _ 100' WPO STREAM
SHALL BE COUNTERSUNK 6". PROPOSED -- XISTING -
INVERT ELEV.=641.50'. CONTRACTOR SHALL
RADEJ
FIELD VERIFY CHANNEL BOTTOM ELEVATION CHANNEt
& ENSURE CULVERT IS COUNTERSUNK 6". - - CROZET _ -- - - - - DOWNSTREAM INVERT ELEVATION OF PROPOSED PARK POOL
CULVERT=641.16. DOWNSTREAM 'END OF-�yy5
640 640 PROPOSED CULVERT SHALL BE SET 6" BELOW \�1 \
EXISTING SWM
CONTRACTOR SHALL LINE THE - EXISTING CHANNEL BOTTOM ELEVATION. CONTRACTOR SHALL FIELD VERIFY CREEK - - FACILITY - �' . / ' S EXISTING
CHANNEL BOTTOM, A MINIMUM OF 20' ko O CHANNEL ELEVATION & ENSURE CULVERT INVERT STREAM, TYP.
IN LENGTH, WITH TOR STD. CL. E m °o, IS BELOW INITIAL CREEK BOTTOM ELEVATION. s
RIPRAP. CONTRACTOR SHALL LINE S 00 H 4 6P CONTRACTOR SHALL LINE THE
THE CHANNEL BOTTOM UPSTREAM & 1. CHANNEL BOTTOM, A MINIMUM OF
DOWNSTREAM FROM THE CULVERT. GRAPHIC 1C \1,F - 66' 20' IN LENGTH, WITH VDOT STD. CL.
6yz ooE / II RIPRAP. CONTRACTOR SHALL LINE '
p THE CHANNEL BOTTOM UPSTREAM & DOWNSTREAM INVERT ELEVATION OF PROPOSED
o+So i+oo '00 59 t00 y6� DOWNSTREAM FROM THE CULVERT. CULVERT=641.16. DOWNSTREAM 'END OF \
�, PROPOSED CULVERT SHALL BE SET 6" BELOW s
PROFILE SCALES ` EXISTING CHANNEL BOTTOM ELEVATION.
CULVERT1"-5 (V) 66�, zE 6 OPEN CONTRACTOR SHALL FIELD VERIFY CREEK '
1"=SO' (H) ( IN I'1:1 ,1 ) ?
SPACE C CHANNEL ELEVATION & ENSURE CULVERT
INVERT
100
S BELOW INITIAL CREEK BOTTOM ELEVATION. ,
SCOMR. CDLLLN '
Lic. No. 035791.
Ado 03/30/20
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JOB NO.
112066
SCALE
AS SHOWN
13