HomeMy WebLinkAboutSUB202000021 Plan - Approved 2020-12-10-i A —41
GENERAL NOTES
OWNER:
DAILY SOUTH INVESTMENTS 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 (DB.5122, PG.723)
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 (27.87.)
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
RECREA77ON 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
RECREATIONAL 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: 10 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 WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) THIS PROJECT IS NOT LOCATED WITHIN FLOOOPLAIN 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 VOOT
AND ALBEMARLE COUNTY STANDARDS.
5) ITE 7RIP GENERAT70N: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERAT70N MANUAL, 10TH
EDI RON. CODE 220 WAS USED FOR THE DEVELOPMENT
PROPOSED 31 DWELLING UNITS
ADT RATE — 7.32 VPD PER DU = 227 ALIT (113.5 ENTER/113.5 EXIT)
AM PEAK RATE — 0.46 VPH PER DU = 14 VPH (3 ENTER/11 EXIT)
PM PEAK RATE — 0.56 VPH PER DU = 17 VPH (11 ENTER/6 EXIT)
6) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE — EACH LOT SHALL HAVE AN INDIVIDUAL
TRASH CONTAINER.
7) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDAT70N 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
FOOTHILL CROSSING
PHASE V -FINAL ROAD PLAN
SUB2020-00021
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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LOT 11
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SHEET LAYOUT
SCALE: 1" = 60'
OVERALL ACREAGES
TOTAL ACRES OF LOTS: 2.99 AC (51.27)
TOTAL ACRES OF OPEN SPACE. • 1.62 AC (27.87.)
TOTAL ACRES OF ROW 1.23 AC (21.09)
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.
EPA
LEG
ROADS
O EXISTING CULVERT
0 CULVERT
0 DROP INLET & STRUCTURE NO.
CURB
a CURB & GUTTER
0 PROPOSED PAVEMENT
EC-3A DITCH
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-2 DITCH
SITE
VICINITY MAP
SCALE: 1" = 2000'
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
zoo EXIS77NG CONTOUR
zoo PROPOSED CONTOUR
240.55 VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA77ON
FINAL ROAD PLAN SHEET LIST
Sheet Number Sheet Title
1 COVER SHEET
2 EXISTING CONDITIONS
3 SITE PLAN
4 UTILITY PLAN
5 GRADING & DRAINAGE PLAN
6 ROAD PROFILES
7 STORM PROFILES
8 SANITARY PROFILES
9 NOTES & DETAILS
10 SITE UTILITY DETAILS
11 LANDSCAPING PLAN
12 DRAINAGE AREA PLAN & CALCULATIONS
13 CULVERT PLAN
TOTAL SHEETS
13
APPROVED
by the Albemarle County
Communit Development Department
Date 2f10%20
File SUB202000021
SCOTT/R. "$LLINS�
U Lic. No. 035791
1Iyi�1I "° 11/5/20 w�
S1Oire i, E1J2,0
.I
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIADEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN
APPROVALS.
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SCALE: 1" = 2000'
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
zoo EXIS77NG CONTOUR
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240.55 VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA77ON
FINAL ROAD PLAN SHEET LIST
Sheet Number Sheet Title
1 COVER SHEET
2 EXISTING CONDITIONS
3 SITE PLAN
4 UTILITY PLAN
5 GRADING & DRAINAGE PLAN
6 ROAD PROFILES
7 STORM PROFILES
8 SANITARY PROFILES
9 NOTES & DETAILS
10 SITE UTILITY DETAILS
11 LANDSCAPING PLAN
12 DRAINAGE AREA PLAN & CALCULATIONS
13 CULVERT PLAN
TOTAL SHEETS
13
APPROVED
by the Albemarle County
Communit Development Department
Date 2f10%20
File SUB202000021
SCOTT/R. "$LLINS�
U Lic. No. 035791
1Iyi�1I "° 11/5/20 w�
S1Oire i, E1J2,0
.I
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIADEPARMENT 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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FINAL ROAD PLAN SHEET LIST
Sheet Number Sheet Title
1 COVER SHEET
2 EXISTING CONDITIONS
3 SITE PLAN
4 UTILITY PLAN
5 GRADING & DRAINAGE PLAN
6 ROAD PROFILES
7 STORM PROFILES
8 SANITARY PROFILES
9 NOTES & DETAILS
10 SITE UTILITY DETAILS
11 LANDSCAPING PLAN
12 DRAINAGE AREA PLAN & CALCULATIONS
13 CULVERT PLAN
TOTAL SHEETS
13
APPROVED
by the Albemarle County
Communit Development Department
Date 2f10%20
File SUB202000021
SCOTT/R. "$LLINS�
U Lic. No. 035791
1Iyi�1I "° 11/5/20 w�
S1Oire i, E1J2,0
.I
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIADEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN
APPROVALS.
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TOTAL SHEETS
13
APPROVED
by the Albemarle County
Communit Development Department
Date 2f10%20
File SUB202000021
SCOTT/R. "$LLINS�
U Lic. No. 035791
1Iyi�1I "° 11/5/20 w�
S1Oire i, E1J2,0
.I
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIADEPARMENT 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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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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LEGEND:
TMP: 05600-00-00-057DO
OWNER: GLENBROOK LLC - - - - -
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ZONING: R-6 RESIDENTIAL
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D.B./PG.' 5039/66-
USE: RESIDENTIAL
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EX. ACSA SANITARY SEWER
IN20'ACSASANITARY ESMT
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EXISTING LOT LINE
- - - - _-
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100' STREAM BUFFER
\ -
TMP:
056A2-04-00-000AO
i
EX MH PSV OS-17 \
OWNER_ PARKSIDE VILLAGE HOMEOWNERS y _ -
- - - - ASSOCIATION, INC \
ACREAGE: 5.69 AC - - - -, ■ i \
D B�1PG.: 3205/6261DENTIAL ■ \
EX MH PSV OS-16
USE: OPEN SPACE FOR THE VILLAGE NEIGHBORHOOD
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EASEMENT RESERVED
FOR FUTURE EXTENSION
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AREA RESERVED FOR \ �� A
MANAGED STEEP SLOPES
EXISTING TREELINE
- - - - - - - - - - 100'STREAMBUFFER
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ FUTURE PRIMITIVE CLASS B TYPE 1 TRAILWAY
FOOTHILL CROSSING GREENWAY AREA
GLENBROOK GREENWAY AREA
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132
PUBLIC DEDICATION UPON 1 \ \ OWNER: G EONBROOK, LLC
DEMAND BY THE COUNTY _ \� ACREAGE: 8.50;AC
D.B. 1974, PG. 456
1 - , �, \ ZONING: R-6 RESIDENTIAL
D.B./PG.: 5039/75
1
m \ USE: SINGLE FAMILY RESIDENTIAL
00
EXISTING CREEK)
NOTES: �\
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS BASED
ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005.
2. TOPOGRAPHY IS PROVIDED BY A COMBINATION OF ROUDABUSH,
GALE & ASSOCIATES AND LOUISA AERIAL SURVEYS IN JANUARY OF
2007. THE BOUNDARY LINE INFORMATION IS PROVIDED BY
ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD
VERIFIED IN DECEMBER OF 2018.
3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY.
THE MANAGED STEEP SLOPES ARE LABELED.
4. A 100' WPO STREAM BUFFER IS SHOWN.
Lic. No. 035791,E
11/5/20w`
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TMP: 056A2-01-00-072A0
OWNER: CLAUDIUS CROZET PARK, INC
ACREAGE: 11.67 AC \�.
N52" 02' 18"W 30.65 lN49° 19''58"E 22.09' - - - - - - -
ZONING: RURAL _` � \ u
D.B./PG.: 1536/408 w
0
USE: PUBLIC PARK
i
GRAPHICSCALE- In
JOB NO.
A 12066
R P 1
P: 00-00-00-05500 : \ ` . 50 ° s so °a z°° SCALE
-1 OWNER: CO TY OF ALBEMARZE C/O 50 \ \, 0
FINANC DMINISTRATIQN RM 149 1 { II I
ACREAGE: 2.19 AC IN FEET) - SHEET NO.
ZONING: R-4 RESIDEN
\ 1 inch = 50 ft.
1 D.B./PG.: 2397/431
r�
3/1G' STEEL PLATE WELDED \ �� LOT LOT BUILDABLE
TO P05T & GROUND SMOOTH' - J NOTE: THE PASSIVE RECREATION AREA (33,500 - \ EXISTING POND APPROVED UNDER WP0201700020 //
SF) IS THE AREA LOCATED WITHIN THE STREAM ` i'/ NUMBER AREA SF AREA SF ^j TH �F
\ V 7 4,200 2,904
PROPOSED BUFFER AND OUTSIDE OF THE PROPOSED L�\TS \ \ \ ` FUTURE PROPOSED ROAD IMPROVEMENTS. ALL / / 2 3,339 2,534 p �2�
2-1/2" DIA_ GALVANIZED AND EMERGENCY ACCESS ROAD \ FUTURE IMPROVMENTS TO INCORPORATE EMERGENCY O J
STEEL POST. PAINTED WITH g BENCH \ \ \ \ II r
2 GOATS OF PRIMER 1"� \\ ACCESS ROAD CONNECTION. I 7 3,360 2,560 SCOTT R. LLINS
AND IN51GNIA YELLO Ng9, y1' \ \ \ I I III 5 3,784 2,464 FU Lic. No. 035791
7 3,785 2,464 O 1-.a
O PROPOSED - - \� �\ It 11/5/20 �4
3/4' DIA. STEEL PIN W/ HEAD i � PASSIVE \� \ � II fe 3,360 2,560 ✓r>o
W/ 3/B' DIA. HOLE FOR iq - BENCH EXISTING STREAMY \\ 7 3,784 2,464 IONAL E� `
LOCK RECREATION \ \\ ` \ \�
LOCK / AREA S3 \\ \ \ ` \� \ \\ 3 3,784 2,464 z
FINISH SURFACE CNJ.GJ 33,500SF g 3,360 2,560 z
O 2�. NOTE: THE PRIMITIVE PATHWAY SHALL TIE -INTO J \� \ \\ .\ 10 5,5�5 3,544 w
F \ EMERGENCY ACCESS DESIGN /�
,•� ,� 4� THE PAVED EMERGENCYCESS ROAD/ \ \ \\ ,/ z
43q, PEDESTRIAN & BICYCLE PAT AY FOR AN ACCESS \ WEIGHT BEARING CAPACITY �� / / 11 6,891 4,476 J
3" DIA. GALVANIZED / \ SHALL BE 85,00o LBS �� �' 12 3,617 2,814 w z z o
i9 CONNECTION ACROSS THE EEK AND TIE-IN \ _ / w
STEEL PIPE SLEEVE p CONNECTION TO THE FUTURE DEVELOPMENT \ \ \ = ✓ / 13 4,957 3,411 E O
CPAINT ABOVE GROUND " 1 I PROPOSED PRIMITIVE \ \ \ �'�_ g o
a \ 10 4,565 3,052 U O f
PORTION SAME AS POST) : ; TRAILWAY (TYP.) \ _
EXISTING ioo' \
SEE DETAIL, SHEET g / \ ` \ -� \ -- zo' ASPHALT 15 3,186 2 382 z z CONCRETE FOOTING I STREAM BUFFER
�\ \ \ ,� EMERGENCY ACCESS AND 15 5,331 3,760 o
3/IG' STEEL PLATE WELDED I �� �\` EMERGENCY ACCESS DESIGN \ \ _ - ICYCLE/PEDESTRIAN ACCESS. o O z c
TO SLEEVE 12' WEIGHT BEARING CAPACITY \ _ \� 17 5,407 3,885 O u O a
SHALL BE 85,000 LBS \ \ �- \ SEE DETAIL, SHEET g
I \ DB.5y20, PG.586 1B 3,267 2,463 z ¢
NOTE' DRILL A 13/1G" DIA. HOLE THRU \ ` \ \ \ `` 19 3,736 2,405 wCe
Ln
BOTH THE P05T AND SLEEVE FOR �// LOT 13 �\ \ \ \ ACCESS ROAD TO BE EXTENDED20 /A p m LU x
PIN PLACEMENT. I \ /\/ \ 21 3,278 21477 V � a341 0 Q O °
TO CURRENT TERMINATION POINT OF �
ti �'6 \ zs' MAX SETBACK \ \ \ PARK RIDGE DRIVE WITHIN GLENBROOK 22 4,187 2,783 Z o ¢ z (n p
NOTE: SEE THIS SHEET AND SHEET 5 FOR LOCATIONS O / \ z
BOLLARDS ALONG THE EMERGENCY ACCESS ROAD I / \ \ \ PHASE I UNTIL THE ROADWAY INFRASTRUCTUR 22 5,920 4,510 a 2. g
I / LOT 12 \ FOR FUTURE FOOTHILLS PHASES ARE COMPLETE. O f a
O PARKING SIGN \ 28 3,485 2,669 U a o
I ` \ ® \ i \ \ ` SEE SHEET 5 FOR ADDITIONAL NOTES AND DETAILS N
& LANDSCAPING & PROPOSED zo' ASPHALT \ ® \ ON THE EMERGENCY ACCESS ROAD 25 5,196 3,306 ,w o w O o
1 I � MAINTENANCE EASEMENT PROPOSED EMERGENCY ACCESS AND \ s \\ 26 6,080 3,943 V/ z ¢ p u z y
121 ) / \
/ LOT 11 -BENCH BICYCLE/PEDESTRIAN ACCESS, \\ \ \ \ \ 29 3 636 2,241 ~ Ln z a O w o
SEE DETAIL, SHEET g ® \ > ¢
16' S0RNR00 / I / PROPOSED PRIMITIVE, \ \ ` 28 6,508 4,106 w I- o
CH / FRONT SETBACK 37 w 2
20' ATIO ' S' \ NOTE: PRIMITIVE 25 5,595 3,598 W m
N DE 10 --- TRAILWAY(TYP.) \ S \ TO ASPHALT PATHWAY AND CONCRETE CO
16' I \ REMOVABLE BOLLARDS COMPATIBLE LOCATED WITH \ \ 30 3,633 2,828 li m 7) z
SIDEWALK COMPLETING A WALKING w 1n 0 0
VILLA UNIT / ' \� ° WITH KNOX BOX LOCKING SYSTEM FOR 33,500 SF PASSIVE \ \ LOOP THROUGH THE DEVELOPMENT ` 30 5,134 3 390 o
FIRE RESCUE TO BE INSTALLED TO RECREATION AREA. \ \
VILLA UNIT TYPES J € ` PREVENT VEHICULAR ACCESS BUT STILL SEE DETAIL, SHEETg \ \AS SHOWN. ` NOTES: p z z
TYPE A p x ALLOW ACCESS FOR EMERGENCY VEHICLES. \ \ S \ ` 1. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE Ln N LL o
roy - SEE DETAIL THIS SHEET \ MANAGED IN ACCORDANCE WITH THE ALBEMARLE ¢s o
m a PROPOSED \ OPEN / \\ \ ` COUNTY WATER PROTECTION ORDINANCE. m m N
0 , \ 2. IN ACCORDANCE WITH CURRENT COUNTY CODE IF (n w a
I / - oY CG-6 CURB ♦ SPACE C / PROPOSED VAR. WIDTH ACCESS, \ w w
/ RAINAGE & SWIM \ THE DEMARCATED AREA FOR THE CONCRETE 0 0 0
in CONCRETE PROPOSED R/W (1.383 AC) - / ' Z z o G
x �I 7 FACILITY EASEMENT \ \ ` BACKYARD PATIOS FOR EACH SINGLE FAMILY UNIT O m ¢ o
FALLS WITHIN THE REAR YARD SETBACK, IT MAY I_
°ry CG 9D (TYP) M I ° � \ \ w
GARAGE 11 PROPOSED VAR. WIDTH DRIVEWAYASPHALTPAVEMENT \ \� \
_L^ GARAGE 20. xzi' m - ONLY BE DEVELOPED AS A PATIO. NOTE DECKS AND
5 ACCESS EASEMENT o' I I LOT 10 I I \ SEE SHEET g FOR PAVEMENT DETAIL & GRAVEL PATHWAY AND \ �\ ` m
°ry zo.5'xz1' 11' z1' iO - 48' COVERED PORCHES MAY EXTEND y' INTO THE REAR
/ 10' ACESS EASEMENT FOR \ o
21' \ (; d 1 105 ^, / LOT 14 \. / / YARD SETBACK.
ACCESS TO THE SWM FACILITY ` 3. RETAINING WALLS GREATER THAN 3' IN HEIGHT
I x ^7� 't ` AND PROPOSED RECREATION AREA.
SEE DETAIL, SHEET 9 \ \ REQUIRE A SEPARATE BUILDING PERMIT. WALLS w N N N a
\ NO PARKING SIG zg. / l �o), i / \ EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ¢ M M 00 Ln E
N_ / \ ENGINEER DESIGN. o
p 18' WIDE > ..: ° / \� `
o~o A DRIVEWAY 20' REAR YARD I LOT 9 I / ` 9. \ \ 4. ALL WATERLINES, SEWER LINES, AND FIRE LINES o
^T MINIMUM SETBACK (TYP.) 1 / o \ FROM THE MAIN TO THE STRUCTURE MUST HAVE A
zy 1 I 105, w h� a LOT 15 VISUAL INSPECTION PERFORMED BY THE BUILDING
P/L I�g �/ ,99, // \ V DEPARTMENT. v
TYPICAL UNIT LAYOUT W/ DRIVEWAY
(N.T.S.) - (f h o r PROPOSED 5' SIDEWALK
\�! o PROPOSED BLACK VINYL b'\ ` Cn
LOT 16 / / PROPOSED CONCRETE HAIN-LINK FENCE \ \ SANITARYTIE-IN TO MANHOLE XISTING >
' I LOT 8 PROPOSED6' \ N \ \
I PLANTING STRIP \ ` o
MIN. HEIGHT= yz" \ \
PROPOSED CENTRAL / PATIO (TYP.) � \ \ \ M o
1 I �N- _ MAIL KIOSK /
S• / W AS PHALT PATHWAY AND \ \ ` � 3
io' ACESS EASEMENT FOR \ \ v
S
1:4ACCESS TO THE PROPOSED VAR. WIDTH ACCESS \ ` CN
I I � � / PROPOSED RECREATION AREA. \ \ EXISTING Zoo' n
I '� I ` ^ ` DRAINAGE &SWM \ Z
-o >: I � SPACED � SEE SHEET g FOR PAVEMENT DETAIL FACILITY EASEMENT \ \\ ` STREAM BUFFER
I I LOT 7 °' J II (0.055 AC)A_
PROPOSED BLACK VINYL / \ \ PROPOSED TOT LOT
a 1 I loS' I I CHAIN -LINK FENCE I \ SEE DETAILS, SHEET 10 ` \\\\ O
MIN. HEIGHT=42" \\ PROPOSED \ \ ` W CA 0
Y
I 1
m N d �I h s LOT 17 �\ SWM FACILITY sus°
3
i I YI LOT 6 I Za % I sa o \\ \s\ \ W Q O o
Q FIGFIC i I C EA O \® 90
s 1 I rI 105 Iw. N� I \ PROPOSED RETAINING WALL _` �� \ •`\ ` L.L m
I Iw 1oZ SEE DESIGN SHEETS 3z s'6 \ \ \ w
PROPOSED VARIABLE WIDTH �- PROPOSED STREET /� oo I N- t,5 \ �' NOTE: ALL BUILDABLE AREAS \ \ ` J o
s TREES IT + LOT 18 \ \ 42 SHALL BE LOCATED OUTSIDE OF \ \ J m I RETAINING WALL 1QI N I I
MAINTENANCE EASEMENT LOT h N \ THE EXISTING STREAM BUFFER \ \ > > o
ACROSS LOTS 1-io 0 5 I �1 PROPOSED RECREATION AREA WITH \ � \
3ti MULCH GROUNDCOVER (4,450 SF) ` \ \ U) c
9 X . 102 I w / / \ \ \ SEPARATION \\\ \� \ \ ` I- V / z o
- G SEDATION h ,r. \ s
z I '�� - - �-_BN_ �I�c 11 LOT 19 ``° eP�� v LOT 26 vvv ��� 00 Z
�7 I 1 ` FRONT YARD /q \
tL I I LOT L} l S'ETBACK(TYPJ I /RSA\ LOT 2 Q
3 I _ 5' - P LOT 2 �o W
�mI x 5 \ ` \�� o
L y - DIN�PA _ / 5 LOT 28 \ \ _
a ' � RA \ \
111 I I I I- U TI I LOT 2 \ FUTURE GREENWAYAREATOBE\ \ U 7 v
CD DRIVEWAY ASPHALT PAVEMENT 1q5' I J 1=VIL 4 \ ` DEDICATED TO ALBEMARLE COUNTY \ S
SEE SHEET O �>
1 Z I(.i1 x I �, � / WITH GLENBROOK AT FOOTHILLS
I N \ \
I I IN- `) 0- LOT 20 LOT 23 �' / 1 / OPEN ` PHASE III SUBDIVISION \\\ // W v, E
LOT 3 I "mh SPACE B V)
(� I \ x 25 PROPOSED 5' SIDEWALK / / (0.092 AC) ` No \ \\ ) O�.�/ o
I - I 105, o _ cq \ i 2 io' BUILDING SEPARATION rn \ / (n L.L
107 w\ \ 5 FRONTSETBACK / ,/�` \ _82 - a�9 \
f '
1 1 J 1 I LOT 2 N I LOT 21 / y lo\ / Lu J
PROPOSED VARIABLE WIDTH W ' I o /RETE, zo'p w
RETAINING WALL I I 6' a C O DCTYP I ` o z
I MAINTENANCE EASEMENT N 1 I 103 I x- zO x II \LANDSCAPING& 9 ( ) 1I OT 29 `�I (n J
z8o' SIGHT DISTANCE ACROSS LOTS 1-10 Epp E/P I , 2 0
I MAINTENANCEEASEMENT) o I �
EE SHEET 6 FOR SIGHT \ DB._PG. --
DISTANCE INFORMATION I a ° v I LOT 22 \ N 0 116' \ j °
I LOT 1 a STREET SIGN(TYP.) PROPOSED ylx0 ` W O w
STOP SIGN TYP. o i = n
( ) PROPOSED
a 1 p�y A O PARKING SIGN RIGHT-OF-WAY - N O o
EXISTINGR/W I II _ l+g CG-6CUR� - LOT 30 mV n
NO PARKING SIC; b - - - yh S0 DRIVEWAY ASPHALT PAVEMENT v
86' � � � •
-
---------- x Mai
SEE SHEET g FOR PAVEMENT DETAIL Q
% PROPO D SIGHT DISTANCE=z8o' 121'
XISTING LOT LINE \ O
ECG-1z (TYP.) / OPEN ` \\\ O ON
PROPOSED (TYP.) 16+0 3� 25'R
11+00 INDIGO ROAD NOPARKINGSIG iz+oo a-o u 1 +oo 14+00 CG-12 (TYP.) 6 ' 'o ff. ..
�,HT DISTANCE=z80' 3 _ INDIGO ROAD 0 15+00 ROPOSED CG-6 (TYP.) LOT 31 SPACE A °
_ I _ °D (o.o67 AC) o
LFO PUBLIC R/W ry d n PROPOSED SPEED VA. WDITH PUBLIC R a-ry m ` Og.
w w w w - f x
W LL LIMIT SIGN ' w w F E 22 E
E
U -O0
L w
310' FROM C/L INTERS�CI ION TO-NDIGORO-AD - - -- - - - o
- z5' MAX SETBACK a
& CRANBERRY LANE GRAPHIC SCALE NO PARKING SIG SPACE E ` 1os No.
(0.025 AC) 3o g5 112Q66
30 0 15 30 60 120 o
EXISTING ASPHALT O PARKING SIGN 6' LANDSCAPING & p2 �g'�
SCALE
PEDESTIAN WALKWAY
CLAD D I U S 5' gSPHALT MAINTENANCE EASEMENT Ny2 ` 111 _ 3Q1 0
CROZET ATHWAYTOCONNECTTO a
IN FEET ) EXISTING PEDESTIAN WALKWAY / SHEET No. °
1 inch - 30 1t.. PARK 3
\\\
EXISTING STREAM
. S36o
S),
® • • N 2jF
Np2 AQ 13 � / I
EXISTINGioo'
N STREAM BUFFER
I I
N I , 0 LOT 13
I / \\
LOT 12
M..
\ LOT 11 \ —�
x
co \' \ PROPOSED TYPE A
\ I BLOW -OFF &VALVE
71%PROPOSED 6"-I 5° BEND /
J
/ \ 1 LOT io
- II LOT g
x
I III LOT 8
1 ° x 1
3 1 - PROPOSED WATE 1
1 I I 1 SERVICE (I YP.) I 11 SP
I
I 1 LOT 7
.I \
I I I LOT 6 I x
3 M I d �I + III
LOT 5 '
1 I
r
x II
1
m 1 LOT4_ x
oPROPOSED SANITARY �I x Z I
1 I N LATERAL (TYP.) i I O a
LOT I
I I Il
I \ LOT 2 MHS
�j
3
11+00 INDIGO ROAD 3 _
4o PUBLIC R/W
w w \ w w w w \ w
NOTE: THE WATER MAIN SHALL BE RESTRAINED WITH GRIPPER
GASKETS UPSTREAM AND DOWNSTREAM OF THE 450 BEND AT
v vv THE END OF CRIMSON STREET. IAA A•�I
\\ EXISTING 8"
\ \ SANITARYSEWER
EXISTING 20' SANITARY \
SEWER EASEMENT
PROPOSED
M
ACCESS
PATH
v A vv
PROPOSED zo'
H3 SANITARYNil
SEWER EASEMENT
\ \ \ OFFSITE SEWER MAIN CONNECTION
FROM FOOTHILL CROSSING II INTO
\ \ \s \ \ MH PAR KSIDEVIL-i-iq (SHOWN
\ FOR ACSA REVIEW PURPOSES ONLY)
s \ ' \
\ � OPEN \ \
SPACE C
%�\ s �� (1.383 AC) \ \ \\\
MHz V A A \
\ PROPOSED8" \ \
LOT14 SANITARY SEWER \
/\ LOT 15 \ j \ \ \ \ \ 4-
SCOTT/R. Cl LLINS'Z
Lic. No. 035791,E
12/4/20 r�4�
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PARK DEVIL-1-14
PROPOSED FIRE L9
HYDRANTASSEMBLY`-
6"x6"TEE / V A�� s\ TIE-IN TO EXISTING CS)
2-6" G.V. LOT1G/ `� �`� AV ��' �' /' / �A\ SANITARY SEWER MANHOLE
REPLACE EXISTING LID WITH ` EXISTING ioo'
WATERTIGHT FRAME AND COVER STREAM BUFFER m 0
vvv
0)
ACE D� - MHs / '
'55AC��
PROPOSED sVvv A\ O
PROPOSED zo' O
SWM FACILITY ,— �, / \ \ \ \ N 0
LOT 1 s SANITARY \ \ \\ W N Q
7 I I I \ 1 2goS \ SEWER EASEMENT \ \ ` Q ❑
\ �\ ♦ w
I LOT 18
NOTE: ALL BUILDABLE AREAEA S s\ I I `S � SHALL BE LOCATED OUTSIDE OF, \ W Z `o
THE EXISTING STREAM BUFFER \� ' \\ ` LLI
V ,
/ \L9
3
\ LOT 1g , / \ LOT 26 i 0
J
Q \ LOT 27
=
LOT 25 \\ s \ \\\ \'\�\ \ Q
r
PROPOSED io'ACSASEWER LOT 28
LOT 2 _ ACCESS EASEMENT BETWEEN \ \ \\ S
x- 4 %\
LOTS zSAND z6 / OPEN � S `\ \\ � /
w
LOT 20 LOT 23 \ / SPACE B �� >
� v� A \\ � _ F U) a
(o.o92 AQ
' PROPOSED 6" DIP 0 0
I WATERLINE a ./ �/ � \ \ - - ��$ \\\ \\ � � w
ILOT 21 \ \\\ \ ROPOSED 6"1 BEND `\ tp / W
Lu
LOT 2g I U) 2 0
LOT 22 \ \ I \ ~
U
xo W 0
� I
L
L.L
LOT 30 I j I „vyy y y y y` J Q O
PROPOSED TYPE A
BLOW -OFF & VALVE Ly y' L y' y
PROPOSED 8' PROPOSED 6" DIP ` O a
DIPWATERLINE i CV V� s
-,6 0'/ WATERLINE OPEN
SPACE A
15+00 w LOT 31
r
i \
W��VJ h x\ 22pg E
W W �' HYDRANTASPROPOSED \ - _ �i�jle9" 1g -�a - w a
— — — - -- --- -- - _ _ UCER _ - "
8'x6" TEE
` 3io' FROM C/C INTERSECTION ON TO INDIGO ROAD—_8'x6"RED w
w o
i-6" G.V. a 'n °
REMOVE 12" PLUG & CRANBERRY LANE SPACE E \
„ y 1 JOB NO. N
PROPOSED8" PROPOSED GRAPHIC SCALE
TIE-IN PROP. 8" D.I. WATERLINE DIP WATERLINE AND (z) 8" G.V. (0.025 AC) 3oa5 \ 112066
INTO EXISTING 12" D.I. WATERLINE ROPOSEDARV ATINTERSECTION s0 0 15 sa so 120 111
WITH NEW 12"1 REDUCER C LA U D I U S N52o Qrt SCALE
1a ❑
1 30� o
CROZET ❑
( IN I -I ET SHEET NO.
N
PARK inch = 30 ft.
�\ ` 4
T D..
1 •
8"x6" REDUCER,
r 'a
• • .• •
..
lei I�t •� �.��. n ��r's �
/ ,5 EXISTING PO�PP\ ED I N I R `W��Ozoi7lool o
/ PROPOSED PASSIVE NATURAL \ I MATCHLINE - SEE THIS SHEET TH OF
RECREATION AREA NO CLEARING ' \
CREATE THE PASSIVE RECREATION AREA �� \ FUTURE PROPOSED °VO ��
OR GRADING IS NECESSARY TO V_ _
----- I IW n - .�� _. SCOTT R. LLINSZ
ROAD IMPROVEMENTS _
�-D Lic. No. 035791,E
NOTE: THE EMERGENCY ACCESS ROAD AS SHOWN ON THIS
0p 11/5/20 �4
\ y I1 \ \ PLAN SHALL BE CONSTRUCTED TO THE LOCATION AT O� WHICH THE CURRENT PARK RIDGE DRIVE HAS BEEN SSIoxaL EgG
x APPROVED, BONDED, AND CONSTRUCTED. BASED ON
CURRENT CONDITIONS THE EMERGENCY ACCESS ROAD
SHALL BE CONSTRUCTED TO THE BOUNDARY LINE OF THE
PROPOSED �4?43g, \ \ �' \ = GLENBROOK PHASE I SUBDIVISION, AS SHOWN ON THIS z
PRIMITIVE \ \ - LU
PLAN SHEET. IF PARK RIDGE DRIVE IS EXTENDED WITH ANY w z
-- �
I TRAILWAv / \ \ \ OF THE OTHER ROAD PLANS, THEN THE BOLLARDS SHALL 0 o f
BE RELOCATED TO THE TERMINATION OF THE ROADWAY, U o
\ ONLY AFTER THE ROAD PLANS ARE APPROVED AND z
i I ° I \ BONDED, ANDTHE ROADWAY IS CONSTRUCTED. 00 o z
C7 U 0
LU
C G R `�L, 1�y1 R T _
LOT 313 \ `` \ ` ACCESS ROAD E/\1 II✓I 1 REMOVABLEOX LOCKINGARDS SYSTEM
�`\'\ 0 0 W
WITH EINSTALLED
NST LLEDTO FOR Q OQ O
FIRERESCUEVEHICULAR ACCESS
DUT - Z
PREVENT VEHICULAR ACCESS BUT STILL - O Q z In
i I GAR=66 00 \ Jt 11 1 ALLOW ACCESS FOR EMERGENCY VEHICLES.--- \ Z
in
\ - 3. ♦ SCALE: 1 =80 Z g g
I _ � g SEE DETAIL, THIS SHEET v- -_ O � � �
/ LOT'12 ♦ -
I FFE 664.00 ` - r / �/ - / U COLn
Ln C
Of 0 / GAR=663.67 ' s - - ` ./ / i /i- _ \ Vl 0 Q LL_ Q ~
E o I.L. W
J Eb3.0Q\\ MH PROPOSED zo' \ r , m z
LOT 11 \ ° PUBIC DRAINAGE L -
FFE=664.67 EASEMENT GEDRNE , - LU VO o
/ _ ��- \ \
GAR=65y.33 6z.73 �_\
GLENLu
BROOK PHASE I RIGHT
s \ PPRKR\� E m = Z
OF WAY PLATTED WITH wo w N �
i
"RECORD PLAT DB. 20 PG. - - W u
a 33 o \ - 5 7, 55
b 3 z I4� _ `
PROPOSED A - O Z
PRIMITIVE L v�i o
TRAILWAY \� s \ FOOTHILLS II RIGHT OF WAY J `I I I I I L Q
OPEN PROPOSED VAR. WIDTH ' PLATTED WITH RECORD' \ I T- CO L
SPACEC &SwMACSTORM
CESS ASIEMENT %� NAGE \' \ PLAT DB.5o39, PG.66" z a o
- -
_ - x .50 ` (1.383 A
66) \ o
q - ^ 11\
.. :.. ..
Ul
LOT to ;f -\ f 6bz.8o \
1 66.00 0'�a :- ` - NOTE: THE REMOVAL BOLLARDS SHALL BE INSTALLED AT EENDOF
wTHE EXISTING CONSTRUCTED PARK RIDGE DRIVE WITHIN GLENBROOK
FFE 66 66 ° \ - -
--- /
533 § Y, PHASE I, AS SHOWN. IF PARK RIDGE DRIVE IS EXTENDED, THE
/ I K / LOT 1Lt \ \ REMOVABLE BOLLARDSWILL BE RELOCATEDTOTHE NEW o 0 0 0
TW=666 GAR-665.00 II 6� 95 \ \ \ \ \ CLASS I RIP RAP OUTFALL �� TERMINATION POINT OF THE PUBLIC ROAD IMPROVEMENTS. AS FUTUR �: L rV fV fV fV
5
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6b x / , GEO-TEXTILEUNDERLAYMENT THE PUBLIC ROAD IMPROVEMENTS.
LOT b656, 5 s�FFE=\
GAR �66567 MH4 LOT 1rj '\\\ ��\V PROPOSEDE / / A"""��� pj�i��i ICI ��. o
BW=668 666. 1 66 / x ,° x "�664114 FFE 66G3.8o A \ \ \ ASEMEN� / / / J' - - ""'� LOCATION ONLY INSTALL AIF PARLE R RIDGE DRIVELLARDS IND THE __ -J � - J LI:
7347 \ \ N / \' XPA\SIDEVIL i 14 FUTUREPROPOSED ROAD IMPROVEMENTS
ARE COMPLETED. THE REMOVABLE BOLLARDS
SHALL BE COMPATIBLE
PROPOSED lo' PRIVATE I I LOT 8 *n� \ \ I
WITH KNOX BOX LOCKING SYSTEM FOR
DRAINAGE EASEMENT �- \\ \ LOT r 1Fj \ ' / S p FIRERESCUEVEHICULAR
ACCESS
BUT
/ / / \ `\ N i / j j - -ALLOW ACCESS FOR EMERGENCY
STILL r
FFE=66 .6 _ a` ` i
GAR=..666.33. x I \ \ GA 6b4.14 / J � •� A N . \ � \ / / / / \\ _ SEE DE AC, THIS S R EMERGENCY VEHICLES.
I \ \ -- 447 / / \ / / / // / -- SEE DETAIL, THIS SHEET 3. --- I - "� C6
1
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--'- SPA E D\ z
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_ FFE=668.33 I_ _ � \ 1 _ ^ �
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GAR=668.0o x x. \ � \ o \ s \ \ `.� \ / \ \� � � ; / /,
- I'
Bw67oo \\ \\ ' // MATCHLINE / N
FFE-s % TH SHEET LOT 6 fi691� a I I LO,T7 31I L. \\9 - / f -
SEE ISS �v / /' r N
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r GAR=66 670.00 I \` \ \ 7 FUTURE PROPOSED r T
933 66 66 r PROPOSED VAR. WIDTH \ a ' F ROAD IMPROVEMENTS r / Q
BW=6�8 I I _ _ _ PUBLIC STORM DRAINAGE 1 \ \ J 1 J
1 I I 1670.67 I6 N� � 1 % &SWM ACCESS EASEMI NT
N
:d 9 67o.67 LOT 18 \ \ ` LU
I
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FFE=671.00 670,.1 -' GAR=67o.67 / '�' PROPOSED VAR. WIDTH �:. \ �, EXISTING CREEK s • \
- = I / y \ UBLIC STORM DRAINAGE �s W w
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PROPOSED io & SWM ACCESS EASEMENT \ ` v J Q
TWx 67$ x . / j/ RIVATE DRAINAGE ��� \ \ y �. \ 0 Q z
BW=6 4 �G I . Wo \'I ��
67 1 EASEMENT T 26 \ \ s J = Q
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, PROPOSED io' .I 11 � b7�.33 I LOT fi � �/ \ � 6 \ \
RIVATE DRAINAGE
_ - I EASEMENT GAR=671.33- I PROPOSED 20' PUBLIC ` BSMT5648 80 LOT 27 / �, ` r \\ \ Q
1 673.0o I .o x 1� DRAINAGE EASEMENT LOT 25 \ FFE=658.67
LOT 4.. FFE=65933 \ \ BSMT=648.So LOT 28 \` \ \' _ _ - y U V(� FFE=6 GAR=6 oo
I I GAR=673300 II x L LOT 2 /+ \ \ �- FFE=65933 \ ` \ \ \ S ')- 1
FFE=66o.33 \\ ,. 65�33 BSMT=6yg.y
I II \ GAR=66o.o0
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LOT 3 b.8 I- (n
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GAR=b7z.67 \ GAR=Gba.67 ��o � /
GAR=673.67 x (- b7z.671 a i x 6579 x� RBI \ 65g.00 / \� NOS \ �y. J �,� O
PROPOSED I I 671135 660.00 68 - �, \� I L.L
RETAINING WALL *ul
\ s 65 � - I- U
0
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LOT 2% n/
FFE=673.00
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63.7 57ki 659 04 FFE=65933IPROPOSED zo'PUBLIC 7 OT 29
TW=678 DRAINAGE EASEMENT 6s 58 BSMT=649:46 EXISTING loo'
BW=674 STREAM BUFFER
LLO
6 33 LOT 22
LOT1 T+ FFE=671.57 OVERLAND RELIEF PATH
FFE=674.0o I - - - - --- I .GAR=671.33
- FOR INLET #1zIFIT
GAR=673.67 BECOMES CLOGGED LOT 30 Q
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5 3
OR O RWHEL D � FFE=66o.00 I
BSMT-6 0.1 -
- TIE PROPOSED CD-i INTO x EP Y 5 _ \ 0 CD
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PROPOSED UD-4 y byo, 660 oEP 16 ° i // 60.33 OPEN N
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---- - JOB NO.
PROPOSEDUD-4 SPACEE GRAPHIC ,SCALE \ 112066
(o.o25 AC) 30 0 15 30 60 120 'SoF15
SCALE
/ Nye i" 30'
--
- --- - ---- ---- - - --_. - - ( IN FEET ) - SHEET NO.
I inch = 30 ft.
5
685 o
PVI STA:13+75.00
w
H
PVI ELEV: 675.79
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K:14.67
to
LVC:140.00
J
0
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HIGH PT. STA;13+z4.z1
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HIGH PTELEV:675.00
68o 00
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(95%COMPACTION
(75
------------------PROPOSED
ARV
-
--
—
670
665
e
655
65o
645
i.3%
3i5 �---
3.5'
PROPOSED 8"J
D.I. WATERLINE
PROPOSED VDOT STD.
REMOVE 12" PLUG
TIE-IN PROP. 8" D.I. WATERLINE
INTO EX. 12" D.I. WATERLINE
INSTALL i2"X8" REDUCER
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AND (z) 8" G.V.
AT INTERSECTION
3.
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PVI STA:15+5z.00
PVI ELEV: 661.22
K: 3z.o8
LVC: 200.00
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EXISTING GRADE w
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\ PROPOSED GRADE
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FIRE HYDRANT ASSEMBLY
00 8"x6" TEE PROPOSED 6"
Fr4 8"x6"REDUCER D.I. WATERLINE
Lu & 1-6" G.V.
ir w 6" 45' BEND
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O_ chi
V
MAX. CUL-DE-SAC
GRADE=2%
G
Lic. No. 035791
03/30/20
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10+00 10+50 11+00 11+So 12+00 12+50 13+00 13+50 14+00 14+50
INDIGO ROAD
25 MPH DESIGN SPEED
NO ItS:
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 MATERIAL SHALL CONSIST
PREDOMINANTLY 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.
J. ALL FILL MUST MEET 95% 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 NIL &
SANITARY SEWER MUST BE PROVIDED.
7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL
STRUCTURES.
8. VDOT STD SL-I 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.
VERTICAL SCALE
( IN FEET )
1 inch = 5 ft.
HORIZONTAL SCALE
0 �5 50 100
( IN FEET )
1 inch = 50 ft.
200
15+00 15+50 16+oo
r,r\r% _... -.-. P\/I CTA. ,,r nn
10+00 10+50 11+00 11+50 12+00 12+50
CRIMSON STREET
25 MPH DESIGN SPEED
16+50
13+00
17+00
13+50
17+50
14+00
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JOB NO.
112066
SCALE
AS NOTED
I
EXISTING GRADE
675
STR-18
VDOT STD. DI-313B (L=8')
RIM:665.88
INV IN:656.79 FROM STR-20
INV IN:658.47 FROM STR-22
670 INV OUT:656.69 TO STR-16
STR-22
VDOT STD. DI-313 (L=12')
RIM:664.83
INV IN:66o.13 FROM STR-36
665 INV OUT:658.88 TO STR-18
PROPOSED W
PF
OPOSED GRP E E WATERLINE
CROSSING
ggL (TYP.)
O----------
HDPE
47�97 @ 0.79%
655
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00 r a
w �D kD
IDw
10+00 10+50 11+00
STR22 - STR18
•
EXISTING GRADE
680
STR-24 - -
VDOT STD. MH
RI M:668.07
INV IN:663.00 FROM STR-26
INV IN:66i.6i FROM STR-28
675 INV OUT:661.51 TO STR-16 STR-26
VDOT STD. DI-313 (L=4")
PROPOSED GRADE RIM:672.03
INV OUT:666.8o O STR-24
670 i
/-HGL (TYP.)
665
191061
5 00/0
15 � k•
$p.4�
000)
k
ID
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10+00 10+50 11+00
ISTR26-STR24
675 STR-8
VDOT STD. MH
51 4 RIM:661.32
VDOT STD. MH EXISTING GRADE INV IN:652.10 FROM STR-12
RIM:662.01 INV IN:65337 FROM STR-lo
I V:N:649:73FROMSTR-Fi - INV OUT:651.00 TO STR-6
/ NV N:655.go FROM STR-16 -
670 / INV OUT:649.63 TO STR-2 STR-6 STR-io
VDOT STD. MH \ VDOT STD. DI-3B6 (L=8')
RIM:666.44 �IM:66 6
FROM
INV IN:650.6o FM STR-8 27
/ INV OUT:650.5oTO STR-4 INV OUT:653-53.6S FROM ST-8
INV OUT:653�55 TO STR-8
665 STR-2 STR-14
VDOT SYD. MH VDOT STD. DI-3B
R IM:657.75 RI M:66o.76
INV N:649-44 FROM STR-4 INV OUT:653.86 T STR-10
IN OUT:648.44 TO OUT PROPOSED GRADE
66o
VDOT STD. EW-155
ENDWALL W/
RIPRAP OUTFALL
CLASS I RIP RAP OUTFALL
L=60', W=12', D=2' WITH
GEO-TEXTILE UNDERLAYMENT 645 24" HDPE
27.1g 1.23
m 00
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ID O
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w
STR-16
VDOT STD. MH
RIM:66S.46
INV IN:656.5o FROM STR-18
INV IN:66o.00 FROM STR-24
INV OUT:656.4oTO STR-4
HGL(TYP
136.09, Oa 0.550A
24" HDPE
28.36' Oa o.6o0/6
0)
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PROPOSED 8" VA
LINE CROSSING
\_1S" HDPE
29.93' Oa o.6o%
15" HDPE
25.70' Qa o.6o%
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50.
STR14 - OUT
STR-24
VDOT STD. MH
RIM:668.07
INV IN:663.00 FROM STR-26 EXISTING GRADE
INV IN661.61 FROM STR-28
INV OUT:661.Si
TO STR-16
68o
STR-28 \
VDOT STD. DI-313 (L=12')
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 B \
INV OUT:666.0o TO STR-28
INV OUT 66z.90 TSTR 24OO
70
/[PROPOSED GRADE
n �
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PRO
SED 6" HGL (TYP.)
665
WAT
CRO
NGE -
-------
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660
NAPE
i5 46%
48.44
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53.19
655
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STR28B - STR16
STR-8
670 VDOT STD. MH
RIM:661.3z
INV IN:651.10 FROM STR-12
'NV IN:65337 FROM STR-io
I0 OUT:65i.00 TO STR-6
665 EXISTING GRADE
STR-22
VDOT STD. DI-3C (I
RIM:65735
INV OUT:651.75 TO
66o PROPOSED GRADE
PROPOSED
655
WATER SERVICE
CROSSINGS
HGL (
F 1P.
1.2' 1.1'
65o
15" HDPE
123.84' @ 0.51%
°N°
L
00 'p
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00
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'D
ul
k00 Ln
A
ID
kD
10r'
kD
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10+00
10+50
11+00 11+50
STR12 - STR 8
•i•
VDOT STD. MH
RIM: 5.
INV IN:656.go FROM STR-18
iNV IN:66o.00FROM STR-24
675 STR-4 INV OUT:656.40,TO STR-4
DOT STD. MH \
RIM:662.01 - STR-18
INV IN:649-7 3 FROM STR-6 , VDOT STD DI-3BB (L-8')
INV IN:65S.9 FROM STR-16 RIM:665.88\�
INV OUT:6 9.6,3�O STR-2 INV IN:656.79 F$OM STR-20
ll7� INV IN:658.47 FROM STR-22
INV OUT:656.69 To\ T -16
NOTES:
1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
SANITARY SEWER.
2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
3. 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.
665 PROPOSED \�
GRADE �
660
HGL (TYP.)-\1.6'1 11.2'
STR-20
VDOTSTD.DI-3 (L=6')
RIM:662.25
INV OUT:657.46 O STR-i8
655 v- 121.11' Oa 0.540/0
�2eHDPE 15" HDPE
78.98' Oa o.6o% 28.03' Oe 0.59% 1•
LOT 16J LOT 15
SAN. LAT. SAN. LAT.
65o CROSSING CROSSING
645
N ,y It O O n m
N Vl
w 10 �D
10+00 10+50 11+00 11+50 12+00 12+50
STRzo - STR4
VERTICAL SCALE
5 n vs 5 10
IN FEET
1 inch = 5 ft.
HORIZONTAL SCALE
0 25 50 100 200
( IN FEET )
1 inch = 50 ft
SCOTT/R. C193.LN:
Lie. No. 035791
03/30/20 �
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JOB NO.
112066
SCALE
AS NOTED
SHEET NO.
7
570
MH1
RIM:645.19 f
INV IN:637.5o FROM MHz /
INV IN:6 '
37�So FROM MH6 /
665 INV IN:637.5o FROM MH7 ,
INV ODT.637 3o TOEX ParksideVil-1-14
/ MH6
EXISTING GRADE / RIM:658.28
66o
INV OUT:653.00TO MHi
f
/
PRO aOSED GRADE,
655 I
65o
r
/
645 ' oQ�p
640
635
N m
m m n 0 S
mk6 00
tD
10+00 1o+so 11+00 11+50
MH6 - MHi.
MH1
RIM:645-19
INV IN:637.5o FROM MHz
rINV IN:637.5o FROM MH6
I INV IN:637.5o FROM MH7
65o INV OUT:6;7.;o TO EX ParksideVi
645 EXISTING GRADE
640
Lr- 8" SDR z6 PVC
635 3-64.88' Qa o.61%
m �) � Oq
kD D D
i
10+00 10+50 11+00 11+50
MH7 -MHZ
12+00
MH7
RIM:641.84
INV OUT638.5o TO
12+00
585
68o
------------
/
`MH5
/
RIM:672.2S
/
INV OUT:662.5o TO MH4
675
RI M:66i.8o
INV IN:646.3o FROM MH4
INV OUT:646.1oTO MHz
/
i
MH4
RIM:664.83
�-
670
L
INV IN:657.5o FROM MHS
/
INV OUT;657.3o TO MH3
PROPOSED GRADE
665
,
/PROPOSED
660
MHz
WATERLINE
RIM:649.8o
CROSSINGS
INV IN:641.00 FROM MH3
og
MHi
INV OUT:640.8o TO MHi /
3z g 30 z
EX PARKSIDEVIL-1-14
RIM:645.19
655
REPLACE EXISTING LID WITH
INV IN:637.5o FROM MHz
EXISTING GRADE
WATERTIGHT FRAME & COVER FINV
IN:637.5o FROM MH6
RIM:640.00
INV IN:637.So FROM MH7
/
yy
INV IN: 633.6o (FROM
INV OUT:637.3o TO EX ParksideVil-1-14
,
FOOTHILL II %1)
f
INV IN.633.6o FROM MHi
INV OUT: 633-4o TO EX MH
Q I°
650
19
,
645
/
SWM
POND
✓
OUTFALL
17�+00
640
INV:64o.4z
//
/
1 z'
i
P`1C
1•$z%
181•�5
635
8085 @3 410
630
N of
Ol 3'
LD rl N
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Ol m � m
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W 00 O7
00 Ol N Dl S m W
0
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N N N O Q1 M
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W lDD lD
w 3 to `^ lD D lD `^
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w � `D
�ID
W D lO D
10+00 1o+so 11+00
11+50 12+00
12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo
MHS - EX PV-1-ZLf
NOTES:
1. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER
SANITARY SEWER.
2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L
3. 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
DURINC THE CONSTRUCTION PROCESS
16+5o 17+00
5
50
17+50 18+00
18+So 19+00
VERTICAL SCALE
5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL SCALE
0 25 50 100
( IN FEET j
1 inch = 50 ft.
20
SCOTT7R. C193.LN:
Lie. No. 035791
03/30/20 �
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SHEET NO.
8
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 7HE 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 OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
NATURAL WATERCOURSE.
4. GUARDRAIL LOCAT70NS ARE APPROXIMATE EXACT LENGTH, LOCATION AND
APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF
CONSTRUCTION. ADDIT70NAL GUARDRAIL MAY BE REQUIRED AT LOCAT70NS 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 SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SECT70NS 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 CO-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 INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
THAT ARE DEEMED INACCESSIBLE TO VOOT 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 EDIT70N OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD &
BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF
THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE
REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE
NECESSARY WITH SUITABLE MATERIAL TO THE SA7ISFACTION 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 CONSTRUC77ON 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.
3. ALL DRIVEWAY EN7RANCE 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
SPECIFICA7ONS UNLESS OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 7HE
SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A
POINT DEEMED AS NATURAL WATER COURSE.
PA VEMEN T.-
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.
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 GRADA77ON FOR TYPE 1, Il, OR 111 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
Dp
C frtTLSOn Street
161
0
l61
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
11.5
12.25
BM-25
3
2.15
21B
5
0.6
12.83
EXIST. GROUND
EXIST. GROUND
NOTE: PROPOSED LANDSCAPING TO
UTILIZE OUTER 3' OF PLANTING STRIP
RPER 3' CLEAR ZONE REQUIREMENT
CG-B
3• CURB & GUTTER
I CLEAT R ZONE
I
2R 2X
PLANTING
STRIP
C/L
POINT OF CG-6
FINISHED GRADE CURB & GUTTER 31
CLEAT R ZONEI
SURFACE I'"
2X
2X
- 6' PLANTING
a• I.nnr STRIP
4
R1W
5' WIDE CONCRETE
SIDEWALK I I
\ I
5g7Ap�JEE `SUBBASE S7WJE I
VAR. 2 5' BA
WIDTH
3 13'
(TRAVEL LANE) (TRAVEL LANE)
1 30' F/C
VAR. WIDTH
ROW
TYPICAL NEIGRBORH00,0 STREET SECTION (V-4R. WIIITh' R/TY)
INDIGO ROAD (PUBLIC ROAD)
CS-SSAR RESIDENTIAL & f1fIXED USE S&WDIVISION STREET D.ETSICN SPEED. 25 dfPfY
PARXING #PITH BU50z-OUTS fig :z20' SPACES)
'NOTE: UD-4 UNDERDRAINS ARE REQUIRED WH N THE PROJECTED VOLUMES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
R/W
5' WIDE CONCRETE
I SIDEWALK
4" WOT 21A
STONE BASE
NOTE: PROPOSED LANDSCAPING TO
UTILIZE OUTER 3' OF PLAN77NG STRIP
PER 3• CLEAR ZONE REQUIREMENT CI
CG-6
3• CURB & GUTTER
CLEAj R ZONE
2X 2X
PLAN77NC - "•
STRIP
POINT OF
CG-6
FINISHED GRADE
CURB & GUTTER
31
CLEAT R ZONE
SURFACE
2X
2%
6' PLAIV77NG
`77
STRIP
- SUBBASE
si1A
B2Af
6
4" VDOT 21A
STONE BASE
RIW
5' WIDE CONCRETE
SIDEWALK I
\ I
2X l I
o' 1D'
VEL LANE) (TRAVFI IANE)
24' FIo-FIG
49
TYPICAL NEICHBORHOOD STREET SECTION (49 ' R/TYJ
CRIffSON STREET (PUBLIC ROADS)
CS-SSAR RESIDENTIAL & Jf1XE0 USE SUBOIIVISION STREET DESIGN SPEED. 25 IVPII
PARKING 07TB BUd(P-OUTS f49'z2O' SPACESM)
'NOTE UD-4 UNDERDRAINS APE REQUIRED WH N THE PROJECTED VOLUMES OF
TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD
nnnnnnnnnnnnnnnnnnnnnnnnnnnnnn
__ , . • . 111111111111111111111111111111
r
/
A I4'I • • • -
(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 %y / +
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 ,.\ N
NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4" 2D STONE BASE
CONCRETE SIDEWALK
Asphalt Pavement Restoration Detail for Open Cut Utility Installations
MITI & resurface -
Saw -cut existing pavement
/ to the full depth of asphall N
12 mla / 4,sphalt Concrete Surface klatenal`
�6' min. /f &LRWNtt Concrete Base. Type-
1.5' min.
Aggregate Base Material. Typal
10' min.
Size No. 21Aor 21R
12'Benrh
Min.
NOTES:
` Asphalt Concete Surface Material
SM-9.5A forADT, 10,000
SM-950 forAOT > 10.000
The district administrators designee shall detemne the
restoration requirements forotherpavement types.
Trench width and pipe bedding shall be in
accordance with VDOT Std. PEA
xxW 121nches mintmumbeyondtheedge ofthetrench
on longitudinal open cuts, or 25 feetminlmum beyond
the trench centerline on perpendlculx open cuts, or as
determined by the district administrator's designee.
Date: August 27, 2014
Mill & resurface-
12' min. 7.5'total asphalt
\ convete pavement
\ depth or equal to
the depth of existng
asphaltconcrete,
whi0lever is greater
Sub -base cours a depth
,Sha,,bR 10' or a qual tD
depth of existing sub -base,
-+II Whicheveris greater
Bench Horizontal and vertical surfaces
shall be tacked with RC-250 liquid
Min. asphaltata rate of 0-1 gallonpef
SY, or as det ITTuned bythe
dlstnd administrators designee
Select MaterialType 1 whh minimum CBR= 30
_ Class] baddill material in accordance
with Section 302 of the Road and Badge
Specifications
\ No. 26 Or 27 aggregate pipe bedding in
accordancewith Sections 205 & 302 of
the Road and6ndge5pecificabons
Not to Seale
NO SCALE
W-4-4
GEOTEXTIL.E DRAINAGE FARM
(OVERLP 1'-0" AT TOP) PAVED SHOULDER
PAVEMENT
HL .
SUBGRADE OUTLET PPE
SEE NOTE 1 057 AGGREGATE,
2•-0" .0. AGGREGATE OR CI
GLASS MEETING
VARIABLE GRADATION RE"
(EDGE OF PAVED SHOULDER)
PAVED SHOULDER SECTION
Up BO%
PIPET IS PERFI
PRIMARY DRECTION
OF WATER FLOW
45- ELBOW
CONNECTION
45- WYE
CONNECTION
OUTLET PIPE
NO SCALE
2" SM-9.5
SURFACE C
8" 21-A
BASE COUF
COMPACTE(
SUBGRADE
ASPHALT PAVING - EMERGENCY ACCESS ROAD
NO SCALE & PEDESTRIAN/BICYCLE PATHWAY,
& TOT LOT/SWM ACCESS PATHWAY
UIOENDRAIN SHALL BE CENTERED UNDER CURB AO GUTTER
GEOTEXTBE ORANGE FABRIC
(OVER AP 1•-O' AT TOP) f i
SEE NOTE I- +
•57 AGGREGATE. •B {" PPE
A GREGATE OR CRUSHED
GLASS MEETING la
GRADATION REQUIREMENT.
PAY LAIRS
FOR OUTLET
PRE TO
BEGIN WITH
45- ELBOW
CURB AND GUTTER SECTION
PW011ATED
"-" STANDARD PAVEMENT EDGEDRAIN RE YREN E
240
ROAD AND BRIDGE STANDARDS
SHEET 1 OF 2 REVISION DATE 25a
DS.IM VRGNIA DEPARTMENT OF TRANSPORTATION "'01
701
F r
CDT,. `, \ °♦ C;6�P50O
LOTu1+RLOIN;
N. o. 035791
` . \ LOT I'` \ +.NAI. EZyG
LOT I
LOT=s ♦ ♦ ..., \
LNN
ore � .Love �` \,O
EXIST, GROUNDuj
N
LOTS
I LOT N -� LOTae.. • _ .,- - /•°°�
EXIST. GROUND
IIT
LOT
LDT aB
Lorz - N 4
LL zs 'I <
-I � LOTS � II � / Loran � _Oral z C
II. LOT, N C
.r
On
LOT - y. I - LOT az I. J L+
\
- I `�,` � r
NI oAG.P 27 ADT - '� ----;avosncar+>- - - -- - -INDIGO ROAD a1�_ sf - Lor3+-- I �s„� Ln 2n u
- b6 AT / 2f z E
0' 1�1 o g
U) a e
TRIP GENERATION CALCULATIONS TRIP GENERATION W
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) SCALE: 1" = 100' a
z
31 TOWNHOUSE UNITS (INCLUDES FUTURE) - CODE 220
ADT: 227 VPD (113.5 ENTER / 113.5 EXIT) o
Exisr. cROUN AM PEAK: 14 VPH (3 ENTER / 11 EXIT)
�- PM PEAK: 17 VPH (11 ENTER 16 EXIT)
EXIST. GROUND ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF
THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
NOTE: CONCRETE CG-12 RAMPS SHALL
HAVE A MAXIMUM OF 2% CROSS -SLOPE.
3-4"HARDWOOD r~*yK.NLs"•rH •,,s,
MULCH OR
2" STONE DUST /�� �//�/� /�/
\�� D
COMPACTED
SUBGRADE
PEDESTRIAN TRAIL
NOTES:
a. THE PEDESTRIAN WALKING TRAIL IS PRIMITIVE TRAIL SHALL BE CONSTRUCTED TO THE"PRIMITIVE
TRAIL STANDARD SHOWN IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL SECTION 7 .H.
2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH
REGARD FOR THE EXISTING NATURAL FEATURES.
3. THE TRAIL SHALL BE S'MIN. IN WIDTH WITH A SURFACE OF3-4" HARDWOOD MULCH OR 2" STONE
DUST.. 2" STONE DUSTTO BE USED WITHIN ACCESS EASEMENT ON THE LOTS.
2" SM-9.5
SURFACE C
8" 21-A
BASE COUF
COMPACTEE
SUBGRADE
ASPHAL I I-r'lvnvv - uR1 vr_yym T
NO SCALE
VDOT #21A
TOP COAT
VDOT 23 STONE -
BASE OURSE
0 0
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED a o m
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER `1 i
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 J. 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
COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE
CHANNEL.
00
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
I�
8.
UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ///.
CIO
9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
10.
ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A
N
VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
4
M
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED
TO BE STATE MAINTAINED:
N
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. W C:)
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 W Q
MATERIALS. >
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND L1
APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. z J
J_
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, >
PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE 0
PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. LU
vi. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DENSITY UPON COMPLETION AS PART OF THE FINAL INSPECTION.
\�\�\�\�
COMPACTED \ vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE O
�f
�'\�jf\'"ice',
SUBGRADE GRAVEL ACCESS ROAD TO SWAP FACILITY PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. Q
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT =
NO SCALE THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. (�
CC-12 NGTEI COMPONENTS OF CURB RAMPS COMST OF THE FOLLOWING -
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA N SOUARE YARDS)
CURB MEN REQUIRED (CG-2 OR CG-3 N LINEAR FEET)
GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA N SOUARE YAKS)
t, THE DETECTABLE WADING SHALL BE PROVIDED BY TRUNCATED OWES. EACH OF TIE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
2. DETECTABLE WARMERG SHILL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP.
DEIECTABLE WARNING SUFACES PRODUCTS NOT LISTED $HALL UEET 50EWALK RAMP 1Y1 MAY
THE REOURTIE SPECIAL OF TSPECIAL PROVISION FOR CG-12 DETECTABLE 48,1 M0
WARNING SURFACE AND SNAL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPRGVAL.
3. SOWING SIDES OF CURB RAP MAY BE POURED MONOLITHICALLY WITH RAMP 4•
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WHTH REOURW BARS. _
4. IF RAMP FLOOR IS PRECAST HOLES WST BE PROVIDED FOR OOYIEL BARS SO
THAT ADJOINING FLARED SIDES CAR er CAST N RACE MITER PLACEMENT OF q:1 MAX
PRECAST RAP FLOOR. PRECAST CONCRETE SHILL BE CLASS A-4. TYPE A
5. REWIRED BARS ARE TO BE NO.5 X IT' PLACED FCENTER TO CENTER ALONG
BOTH 510 GOOF TH� RAIN' FLOOR, MID -DEPTH OF RAP FLOOR. MINMUN PERPENDICULAR
COW6. CURB / CURB AND PAYMENT
SLOPE TB /CUM ADJACENT . CURB RAMPS + S•'
ARE INCLUDED IN PAYMENT fGR CUB /CURB ARID GUTTER.
7. CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS GR AS DIRECTED • %21 1 T
BY THE ENGREER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER t2.1 MAX �� `
AN ACCESSIBLE ROUTE WITIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CUB REGARDLESS OF WHETHER SIDEWALK IS ERSTING, PROPOSED,
OR NONEWSTENT. THEY MU5T BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND 94OLLO NOT TYPE B
BE LOCATED BEHIND VEHICLE STOP LINES EXISTING UGHT POLES, FIRE
HYWARTS. DROP INLETS. ETC. ACCESSIBLE ROUTES PROVBE A CONTRUOUS PARALLEL
UNOBSTRUCIED STABLE. FIRM AND SLIP RESISTANT PATH CONREN CTG ALL
ACCESSIBLE ELIWENTS W A FACILITY THAT CAN BE APPROACHED. ENTERED
AND USED BY PEDESTRUNS.
B. RAPS MAY BE RACED ON RADIAL OR TAN
GENTI& SECTIONS PROVIDED THAT
THE CUB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 MAX
THAT THE SLOPE AT THE CONNECTION Or THE CUB OPENING 6
PERPEMILTILAR 70 THE C1NB. 5'XX X1f
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT S1.-
ACCOMMODATE THE TURMNG REOUIREMENTS W AMCPATED HEAVY TRUCK
TRAFFIC. REFER TO STANDARD CC-13. COMMERCIAL ENTRANCE (HEAVY 4' AT )K .2- HIGHER THAN
TRUCK TRAFFIC) FOR CONCRETE DEPTH EDGY OF PAVEMENT
D. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH AT X X , SAME AS TOP OF GUM
THE LNMUM WIDTH SHILL BE THE WIDTH OF THE SHARED USE PATH.
H. WHEN ONLY ONE CURB RAMP 15 PROVIDED FOR TWO CROSSINGS (oUGONAL). TYPE C
A 4'X 4-LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL III PERPENDICULAR
INTO THE CROSSWALK WmOUT GOING INTO THE TRAVELWAY. THIS 4'. 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN.
12. ALL CASES WHERE CURB RAPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME
CURB AT ENTRANCES OR STREET CONECTI@5 THE DETECTABLE b"-2.1" C-C c
WARNING SIAFAGE SHALL NAVE A FACTORY RADIUS OR BE FIELD D O O O O z
-MODIFIED AS RECOWENDED BY THE NJA:FACTUER TO MATCH
THE BACK OF CURB. - A 0000 0 0 00000
O 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O 0 0 O O O O O 0 O 7
I
LANDING nNAP + U a'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14 0 0 0 0 0 0 0 0 0 0
C
0 0 0 0 0 D 0 0 0 0
DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AT BACK OF WARNING O I VARIABLE fLLL WIDTH OF RAP FLOOR - I
AT BACK OF CURB •-14"
SEE NOTE 12. _ BASF DINAF IFR
I� PAY IIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
��o= CG 12 DETECTABLE WARNING SURFACE SPFLFDA DN
ROAD AND SRDGE STANDARDS REFERENCE
SHEET 1OF 5 REVISION DATE (GENERAL NOTES) DS
07/I5 VIRGINA DEPARTMENT W TRANSPORTATION 502
203.os
SLOP ASE
SUBGRADE
STE NOTE 1-
SHOULDER
S AGOREGI
LONGITUDINAL PERFORATED PIPE UD-4
TYPE OF PIPE
CRUSHING STRENGTH
ATW-T.
4" NOk ONETER
SMOOTH WILL PVCI
O3
CgiN1GATED PE
I
I NSitO N-252
HED
awls LEET�•r)cEiKBGR�AOGA�TarAiTeEouNien� NON -PERFORATED OUTLET PIPE FOR USE
UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS
PAVED SHOULDER SECTION
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)
UNDERDRARN SHALL BE CENTERED URGER CUR''�B�'�����-�Ary'D�� GUTTER.
GEOTEXTLE ORNNAGE FABNIC
(OVERLAP 1'-W' AT 7OP)� I I
TYPE OF PPE
CRUSHING STRENGTH
MW-T
4-NOM, DIAMETER
SNIDOTH WALL PVC
.103
SMOOTH WALL PE
I
I TO PSI MMN
MINN WILL TNC"SS (LN) - INCHES
MM TESTED ACCORDING TO ASTM D-2412 AT SIT DEFLECTION.
DOWN GIUOE
-ES SHOULDER
-EP RIpD
NON-PERFORAIFD
SASE LAYER .:':-� - - •T
MAIN LINE PAVEMENT
Y C CCTION
9AGRADE PIPE
=EN'
SEE NOTE 0"
-ES
/
057 AGGREGATE. •e AGGREGATE OR CRUSHED { P'PE
ST'p, IO.4 REO'D.
e
SFC. Up-4 REDID.
CLASS MEETNG LB GRADATION REQUIREMENT.
Vj
CURB AND GUTTER SECTION
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)
SHOULDER
//J(a
PAVEMENT
NOTES
Es EP
o
1, 4- MINIMAL PROVDED ATTAINING MINIMUM 4" OF IGaREGATE ON TOP OF PPE
EDGEDRAINS
IN GORE
AREAS
2. RICH THE LONGnONA- PPE COMIECTS DIRECTLY INTO A DRANAGE STRUCTURE
(DROP INLET. MAINOLE, ECT.). NOWPERFORATEO OUTLET PIPES ARE HOT REQUIRED.
3. INVERT ELEVATOR AT OORET END W OUTLET PPE TO BE A NNNUM OF T-O'
ABOVE INVERT ELEVATION W RECEIVING DRAINAGE CATCH OR STRUCTURE.
4. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WITHIN PAY LNITS FOR OUTLET PPE
- -
-
-
ARE TO BE OF THE SAE CAUSING STRENGTH AS THE OUTLET PIPE,
COMMERCIAL
SIDEWAK OR
ENTRANCE
UNPAVED SPACE
5.
OVTUT PIPES AE TO W INSTILLED GIN 2% MN. (3 % DESIRABLE) GRADE AND
PERFORATED
MCAT EVERY 3 O'MAYUJA OR AS MOTED ON PLANS.
L ED EVE 5
UIfERDRAN
6.
OUTLET PIPE TO BE SECURELY CONNECTED TO EW-12 OR OTHER DRAINAGE
PPE
DRENCH WITH
N ACOEGATE
STRUCTURE.
7.
WITHIN M LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PPE SHAM BE
UTILQED IN LEU OF PERFORATED PPE.
MAINLINE ROADWAY
B.
THE LENGTN OF PIPE BETWEEN THE WYE CO•ITCTION AND THE EW-12 SHALL W
ST-D. CURB
LNITED TO NO MORE THAN T-O" TO PERMIT CAMERA HSI CTION OF THE MAN LfE
M GUTTER
UNDERDRAN BETWEEN THE UNITS OF
IN EITHER DIRECTION.
w1OM ERCNONEN UM F4TUIRNS
RANCE
9.
IN SITUATIONS WREN FULL RFTH OF STARCIZED OPEN -GRADED MATERIAL CANNOT
BE MAINTAINED DOER CURB AND GUTTER. W. 21B AGGREGATE SHAM BE USED
UNDER CUB AND GUTTER.
NO. 210 AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZEO OPEN-GRNDEc
MATERIAL LAYER AND CURB AND GUTTER.
SPECFICATION I V1-
REFERENCE ISTANDARD PAVEMENT EDGEDRAIN ROAD AND BRIDGE STANDARDS
240
258 REVISION DATE SHEET 2 D< 2
SOI VR MA DEFAETMENT OF TRAA RTATHON
Tot DB.o]
W
J~
�U-1
I L
J
u
C
0
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y
a
pi
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Q
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1 Q
LU Q
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= W
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LU
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CL �
JOB NO.
112066
SCALE
AS NOTED
SHEET NO.
9
0
Q3
N
U
MIRACLE RECREATION EQUIPMENT - OR EQUAL ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL PLACE 00�
GENERAL WATER &SEWER CONDITIONS PLACE 5' GALVANIZED "WITNESS •POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
•o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
November 76, 2015 NOTE: HYDRANT MUST BE I Q
TO HIGHWAY DEPARTMENT APPROVAL
EQUIPPED WITH CHARLOTTES- a �
ACSA GENERAL WATER & SEWER CONDITIONS VILLE THREADS WHICH IS O SCOTT R. LINSIZ
1 �4" IN INITIAL BACKFILLU
THE LOCAL STANDARD.1. WORK SHALL BE SUBJECT 70 /NSPECAON BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) B j FINISHED GRADEL„J Lic. NO. 035791 �INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NO77FYING THE PROPER ACSA OFFICIALS MIN MIN. LENGTH OF BRANCH VARIESAT THE START OF THE WORK. BEDDING 6' MIN 2' TO 10' �03/30/202. THE LOCA77ON OF EXIS77NG UTIL177ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT 8 STONE (270� OX� l z
l �%yIB t - NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE • STABLE SOIL 18'-22" &SZONAL
( O t RCCK 7 CU FT, VALVE BO I I ADJUSTABLE TRAFFIC RATED w
CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE' ALL UNDERGROUND LINES AND STRUCTURES, II w
/68 STONE I VALVE BOX V/ LID z
'I AS NECESSARY. « SCRAPE THE BOTTOM OF THE TRENCH- REMOVE ALL 0
_ J. ALL MATERIALS AND CONS7RUCT70N SHALL COMPLY WITH THE CURRENT ED177ON OF THE GENERAL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND g w
WATER AND SEWER CONS7RUC770N SPECIFICATIONS, AS ADOPTED BY THE ACSA. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF Gut
�68 STONE. 42"MIN 6" GATE w Z
4. DATUM FOR ALL ELEVA77ONS SHOWN IN NA77ONAL GEODE77C SURVEY. •'.'� I ••'+ vALVE z
J
e" X 61 0
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). TEE
2 LEG GALVANIZED SWING W/ 6 SEATS 8. 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 2500 P.S.I. CONCRETE o
AM COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL BASE AND THRUST �. /I��"j�
BLOCK AGAINST _ _
FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES, ETC. UNDISTURBED STABLE - M.J. GATE VALVE N
SOIL c
' ZALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. STEEL PILE z
JF 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE UNSTABLE g' 4 I B" INITIAL BACKFILL 4 I _ WHEN THE SOIL IS DISTURBED EN RESTRAINED JOINT FITTINGS --- LU m.
DURING A FUTURE EXTENSION OF THE LINE. SOIL MI MIN, a• e A HYDRANT IS LOCATED IN A FILL, IN ADDITION -
\ MIN M(IN 8 STONE TO POURING CONCRETE, A STEEL PILE SHALL O ,3
-- - - - 9. TREES ARE NOT PERMITTED /N THE ACSA EASEMENT. e(�,: ;•;��;',: -GRANULAR FILL AS BE USED AS ADDITIONAL SUPPORT. Z u
10.7HE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH 7HE NO -LEAD REGULA77ON REGARDING `F APPROVED BY ACSA '`'.i^r`:?'{�-�'t' WAS LINE O
� \ m
c NOTE: BRASS FIT77NGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE l CK' STABLE SOIL OR ROCKS > a
THE PROPOSED PLAY m
DRINKING WATER ACT). NOTE 1 _� . DO o�'
EQUIPMENT CAN BE - zo � � 0
FOR AN Su HOLES WITH GRAVEL KEEP E CONCRETE. SUBSTITUTED NOTE I. SURROUND WEEP HD 7H CRA AND FREE OF CON RE 0 P.S.I. n 2'x 2' BEARING AREA. J Z _ -� - - EQUAL PLAY 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE 6 a =O 73
o
1. NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. (INISHEOD(NCORA)TC t1 THRUST BLOCK
EQUIPMENT PRODUCT. 3. FINISHED E SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND a. O u ~ w
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED vALVE Box.
ABOVE THE INITIAL BACKFILL. H LU z a
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. -A d r a
`,•„w n n.� /r 3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. IT [S NOT ALLOWED IN THE DITCH. d : n p z p
315° FUNNEL TUNNEL SLIDE o "�° " [SUN m] [sWAm] r 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED S. HORESHARE AA80VETS HTHE PREVAILING GRWNDWATERALL BE INSTALLED AT NELEVATON F a � 0 g HW" m
W/ PVC STEPS MIRACOTE HORIZONTAL LADD_ ER [MITAAu IN THE TRENCH, REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE HNH >
MODEL#-GS 742-8 MODEL# 431 +' `" M, INA 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. _
-_ - _ - PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
�YHIIII LAN mh/m1s„�� (, � NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND 51% (6) INCHES ABOVE GRADE. � (p 1 0
/y Q O
DUCTILE IRON WATER ii z ' - MODEL#:15os3s � ,B•GM� Pee• TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE ^ W S - l O O [Bt4mm1 LBBOmm ,, 2. LL � p
MMEBECTON 13
/1E [xmm] PIPE INSTALLATION & BEDDINv N•LS. NTS m
,. [20mm]
i_T uH '-,r "[ (Iti✓�E�)RII) FIG.TW-2 FTC. W-4 FIG. W-5 `o
I N 1 A
qr s ,]/1e• �A 22 is/te•'I""u TD-2 TD-8 ro-B (� -
// E' 2 t/e' [«7mm] IS]Bmm] Cn IN
(eAmm I. m' c
R. - .. _ _ ,N _ « t1/te• [semm] «/te• o.D. aF 07 WK)OVE t- Ix)LSRFssoN . ]/4• MALE APE co,JPwle .o
[17mm1 [14mm] SECTION AM t/a• (emm)) Du OR APPAOWD EQUAL c E
cur IO.T NEOPRENE CMKET \ E
AS ANGRY
I "Win "i Pixrt/ maim�'p o
. SEW (PaolGa CSmm• II itemm wxrl m"�Y,mo�tln , w i. TAPE Qj \ E nLC,,,I
I D) wllk M o ,Leo ao w mwxFA _ `
t t/B' (]emm) DA 8086 [Bmm [1]mm .D DA w4N1ffi STER RGO 121 ODw151R • qq y
PUN VIEW " FDA USE ON ATTACK SHUE FAMLY COVER LIFT NOTCH 2 N E W
PICKSM L LOCKLUG HOLE DETA. RESGENRIA SERMCES OR DULL REBDMLVL (O B Ir E C S TO
xolEx _ MDT N S/l-H m Nux AND IIt A I SERWCEs. 14 1 /2" yy � o
PART TDwIMH , AI'AI' WE _ 90 U U
,. ALL MAN"Dle "IN IW YEAR DDODPLAIN GL WIDAM IN MEAS SUBJECT TO FLOWN SHALL HAW WATERTIGHT RIME k WWA W NUT Mf WM SAF11 w 12 3/8" Elz vd E
1 rERNAMME DENM fOR WA�wIIGIT CDWAS MARL BE O]NMbF . pNrr/ BMPHIM E B Y
a cllWlu YUu BE nxm A ME rATH knwlxo w® oR SMIUM ASSEMBLY. 12 1/2" E vL) L~I 1� E o
(A ,.Dw (DD(Ma P. I TYPICAL WATERTIGHT SaAOPRFa+«we w
MANHOLE FRAME & COVER Locx we AssEAaLr ROTE pl N8 \ H \ \ o
N.T.B flG9-I-E Np SWEATED gTTNOs I� r WATER CO
O M _E
TD-30 I` Ci s E " r M
DUAL SERVICE .' ,' -)• c E o� E y O c
r r cc14 Y CAST IRON LID ;o UJ v .�
�.. 1 CtlPRESION • ]/4• MATE PPE CIRPUND R ,u '� E � {1J
-,O OCMLS, S" LONG p` PERMISSIA E OR APPROVED EWAL 18" METER BOX '-' E ("U4
ri
H1 1P^ r,�. 'mil T JONSTRucnarl r �•
/4:; U r Lev ( - _P ":: U..)..._ 5 WET CGPPEN N DETAGRD SWGIF FAMILY E • U
MIN, JOINT pW
121 MAX `I, E 1 ^ (/) \2
1 F f rJ- F P r•r. 1 P Y l r l 1 121 MA}, l p
'I' FOR E
: F1r SL +r L .L J .. C i - E AL 2I r l • _ :: _ i ■ USE
SERVICE WHERE AN INBWTIOM E E
.ArA' > r N( nR I r," r. o is a v - 1
? c I rF r R':N iI I a T. t, Y.LI f4 Lt .::m.1: n AROVDEA Try E• E
N
.,, n c>.. r ,a. I r RAMP
t `,,p� a O: JR R u- rA: _t CJ J 1Cti L k JI r v.v PEPPEPJD II n'.R 111E TPHLE, _ \-TRUNCATED DDMEs < •[ry p1
_ ,x+ P k Ir< H s HN '.,, t L -., t r «-w H A SEE SHEET OF a TOR DETAILS N d �� SINGLE SERVICE 1 ti • nlp- H EE 0 y
+ r ?AF H - fL2 S J S INS- 4 J L'. P < I :3FN Si to 1) SADNES sIULL E USED ON PW APE 18" ti �Om \�, N) co
s
u: + < wr I JI a 1 r ..i r T A I: TyrBIXj,�`-J"-1'-.i� �.-
rG t�.: A i. - - JA Wu,- GL U co
5'-0" MIN V o CAST PON UD ®s l' J 3
?k 1 P; J tTO:T, J 'hli., 1 +yT{A> lx�ry.-+� s /' _ SHFPE TO MATCH FACE b a r GRATE 6„ EXTENSION
H n 5 H RAMP 7r VI. 1 IIHi r +LP Hr. IAI !:M H�A„ � -' 4; of ROADWAY ru Re � 1 " � r0
- !IFiR OF CURS -� 49 IMPX. ❑ O
n }UTERI (> C, CUT FT h'I. P <i i ,.5-..F T,.1RD RAMEF - _-. p0'1 k9:1M II IE'-16 ` �
.He tut M., I'A,or wl-. :.inr; _.rI .'HD :.: L.' TYPE E CROSSWALK BAU_ c METER 6" OFJ CL
', r Y L s c - K ,- rL ) I�-'L: PARAL;..i i. _ N A-,4 r }s PIPESLOTc
J. II'I r L LB- JL LrL L -rt -< SECTIO •I TYPICAL PLACEMENT BOW Box
D Yc r PUT J H R + - WA MHI T'Mw. \ Hu I ur rr YxA', I I �r; r n. � � AT INTERSECTION Bllll<111ET) ea�RSLTrtx
c rr L Et u r .c r WII R IRAI - r '. WITHIN CROSSWALK ( PLACES) 1 1 1 0
':I <w! S CI A , fIN F. III I It n r F ,9 I,t I I 1� F1I . .Eft S' •W PCRMIs51RLE t/e DID COUPLING
04 I W o
s«- MN 2
❑-Y 1 0' .AI I LC LF ERI �, `�� '"' , CONSTRUCTION A-
S 5 ^ 0
1 DRA l II fT ALE. FJF 7 A 1w Ilr LS s_
A �U:S 11dE f 1 TO
�-P ICI r d'��'� f,J' ".:., i ��. i''M�rA Yh w _ JOINT O� E • <E U /O� N
\E ^ E p E 'o S a,// �[ Mi
.ALPS Pk F ACED T 9h C:T J :f•.'v. h' - a \
. EE H Yns7 Ir 1 - J SECTION E-B
IHR' kHn arl_:i-I COF crc u•r l rr j"B , rrtt N.IA; -!, r .�-- 11L MIRY y/^,j S' lV" �-• "+u (V
IA % f t4 �'vH_.. r:.,ll rL LU't CP 14 IS Ell: r F.A.'iT�tY. 4 y'9'•�`K N ry
rr rl n n 1 ). � � sr r r. ,; T ..; I I J:- :I:.i,+ Co1PwAtgN SYNC �"fs'�' `'�'a <U iil NOTES: � a �
CAL _ .,Of Y > 7 x, N THE r. ABIC'WHIICT T r NOTE FOP GENEP'T HOTEF ON THE DETECTABLE WARNING SURFACE, +T p"l2' M (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. ¢ o
-,V fl r. 111 r x Al_4k A l.F I -.i r '(ILF: ,,, SEE SHEET t OF +. SAND NI DUST UIx!m J ,?,1 ••• t P DIAMETER EARN III 1 C
> - r • 13I J 1, c x.t.r V- :Win_ EP:T...0 (a..� : I'ARAI_L EL & I r ! `i.Pi ,ll'...'td - BDI MO BETTER (stNd , ' u +aJD craNE roG(Er wor J
...6. I I _Rr .1 . SP _r c L . LE -.I 11 MINIMUM rNGDE49)
1 PARALLEL APPLICATION T"fi''=�^`+''Y'•``�'"^«/'"t'A'Ss'%' SPEC. m]. ManAeGNart O O
PiSHF>I a c I. < ARE ASF'1 3 .2' J , TF i H FF! J r. ?=T+, ' ' 1..,. ROAD LLE IN FEET A ,l`., \ _ - N
FELT.';114.N Ntn s uL T:C AI I .f_ 5t-AN 1..1 H,nl 10 TYPE B _�
_ { : �', MINIMUM RAMP LENGTH :, Mill TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES 2:
J I--[ o
o IN PERCEGRANT (5/8" & 1" METERS) (5/8"-1" METERS) J LL
{ ( 4 CURS E' CUIBR
I ,c-. c c> J o s aCL
° F , - °s=° �F 4a'°Erw SEA TYPICAL MANHOLE FRAME &COVER
1 < ° D°° t
J -) n c o i Y J0. E )�krHl� eF PRovIDEo FOR NTS NTS J
- a B s \\ce° sw AL R NDicuLAR CRosswA-F FIG. W-fiA
0 o c c 0 4 , , _ a e 12
c .: - c wALv AREA. THE MPRPED FIG N.T.S w o
i s 1a 1s FIG S I-D L o
ILL-
... YAPe LF e u s TO-10 TD-13 r ILL -
NOTE: o
( _.J V a CvvW. +, 4 MINIf n - .
o,r LAP TD-31 ~ w I_I_I
: - r _ [- "I I. Lu
THE REWIRES LENGTH OF A PARALLEL RAMP 3
I)- 1 •% DE T E(. T AFL �. ...•:11 , SL LIMITED TO 15 FEET, REGARDLESS OF THE
SIFT Ol.
DC L
J DO
[' {' - � YA„1,��- sHeeT ' oT ° SEWER SERVICE LATERAL CONNECTION NOTES:
�. ) L. I I r r'.. IIII"I J_IFFACE r M' JPLIEcAIKESURFACE
1
C C -12 DETECTABLE W AR I'�I I N ; `� R F AC' L I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE WOTCLASS
5' MIN. RIPRAP
-'' I lOs AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 1 (TYp) o
_^4 I: I+a D_?HIM I I 'L' so2 TYPE B (PARALLEL) APPLICATION REV. 7/05 INDICATED H THE TOP (CROWN) ELEVATION OF THE SERVICE J- _ a
:> = a ° ICX - - L- VIRcwIA DEPARTMENT of rRNJSRDRrnnDN 203.OF , LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 2'-0" 5 J
! 1
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED REMAINING BACKFILL SHALL
TO THE MANHOLE NOT CONTAIN ROCK MATERIAL 3'D' MIN.
cD-z CD-1 36"MIN LARGER THAN 5" IN ANY 0( � 0
LIMITS OF PAY FOR TOP OF CUT t CC Pick) 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL DIMENSION 6" S V c
PAY LIMITS FOR BE CONNECTED USING A PIPE SADDLE. 6• PIPE 6• VDOT NO 1 % c
PAVEMENT -.aa OUTLET PRE p,r OUTLET PPE TO - 24"MI 0.0. "� STONE BEDDING � ` 1 1 I T
SUBBASE TOP OF CUT EY '°hE PAVEMENT BEGIN WITH 45• } [yJ C
suecRroE BE a aL - r SUBBASE (MICH LINE ELBOW 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTON SHALL BE 2% Q
NTIAL BACKFILL L
C011TRNATION uNLFRDR4N �" EW-12 �lA' GRADE / (1/4" PER FOOT ) B"MIN (6" LIFTS) 6" :i:. r ~[ E
EMBEDMENT /� _ r ILL (TYPICAL) ii' SkDIJLOER L«E FLL • THOROUGHLY COMPACTED V /
LINE 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN PIPE r^ o
EDGE OF PAVEMENT CROSSORAIN CD-1 AT LOWER END OF CUTS F PAVEMENT SPRING LINE BY HAND OR APPROVED O D.D. U) / /•� (/�
A/ DIAMETER OF 4". MECHANICAL TAMPER V
CROSSDRAIN CD-2 ON FILLS !' BO' TRAVEL LANES CENTER LINE SECTION TRAVEL LArfs� ,4s / OF PIPE z
CENTER LINE SECTION _-- tL- 4WRH TYPE 1SELECI MATERIAL) -4--- r - in
�� -€- 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER HAUNCHING 2" SECTION A -A
w
--+"-- �R---------4------ K ; NO. 68 STONE cIY1CRETE ENCASEMENT NOT TO SCALE
w
(WITH TYPE ISELECI MATERIAL) I 4T a;A�4S• OF J iEET.
EDGE a PAVEMENT JJ/ BEDDING 6" max Lu
Tr TRENCH PLACEMENT off A M N PAY LINTS FOR SALT LL
SHOULDER ENE OUTLET WE TO 4" min C7
TRENCH PLACEMENT SHOULDER LINE BEGIN WITH 45• TREATED FOUNDATION SHALL BE w U z
PicAL)�'L= TOE OF FILL r PAVEIENI SURFACE L BASE H u TOE a' FILL FINISHED GROUND 2 x 4 REQUIRED WHEN SOIL LL cn �-PAVEMENT SURFACE L BASE o 0 0 0 0 0 o a SUBBASE MARKER LENGTH (VARIES)
/ LIMITS OF PAT FOR . W12 CONDITIONS ARE UNSTABLE F z
P P o 0 0 0 0 o SUBBASE .6.6. 6. 6. 6.6 • o- 6 6- 666606 SELECT MATERIAL TYPE TORT (TYPICAL) J
OUTLET PIPE - 4tT'/�I• ALL PIPE) MATCH EXISTING PROFILE U)
6•0• SELECT MATERpL TYPEIOR■ :---- 1 O
6.0.6 o 6 •0.6.6 • 6.6.6 • o o PLAN VIEW SHOWING PLACEMENT OF «57 AGGRE ATE. «8 AGGREGATE OR CRUSHED EXCEPT VMFFE SLOPE OF
BANK EXCEEDS 1 1D 1 _
'-•• CD
GROSSDRAIN - '- GLASS MEETING «8 GRADATION REOftEMENTs. 1 MAX• U
RD7 MOREGATE, «8 AGCRECAtE OR CRUSHED PLAN VIEW
• P- CEOTEKTLE DRAINAGE FABRIC A i LI..I o
GEOTELTILE CLASS MEETING «8 GRADATION REOURELENTS. (PLACEMENT OF CO-1 CROSSDRAIN) i
P.O..
FABRICS NON -PERFORATED OUTLET PIPE
FABRIC OR TYPE OF PPE CRUSHING STRENGTH OR NOTE ` L -,T+
., / L � aJ
NW.T. "NON. DIAMETER MW. T. e" NOM.DIAMETER PAVEMENT SRAKJLCE L BASE `a
swop+ WALL owc .m o.,v sueBASE OR CEMENT srABuzeD SUBBASE PLUG END OF 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE '' ::•a"
-PAVEMENT SURFACE L BASE $400TH WALL PE 70 PSI MNN 70 PS NNN 00 0 00 0 0 0 00 a MAIN LINE SERVICE LATERAL BACKFILLED ENTIRELY WITH NO. 21A STONE. •3�0' MIN. Q O >
0 .0.0. 0 .0.0 0 o SUBBASE OR CEMENT STABILIZED SUBBASE o ? 6. 6 0 6 - 0444 SELECT MATERIAL TYPE I OR SUBGRADE SECTION 3
N VEAL TI«CMNE55 TARN) •INCHES 6•0•0. 6 . o (CEMENT OR LIME STABILIZED) 2. FOR DUCTILE IRON PIPE THE BOTTOM M THE TRENCH SHALL BE SCRAPED o
•0•6. 6 006 • d • 6 • o • �- SELECT MATERIAL TYPE[ OR SIIBGRAOE 45'0'D" AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 x o. o-o o a (CEMENT OR LIME STABL1ZE0) NNN TESTED ACCORDING t0 A5T4 0-2412 AT 5% DEFLECTION. «57 S MEETING
E. RB GRADATION
OR CRUSHED N .. GEOTEXTLE cuss IEETINC «B GRADATION fEOLWEMENTS. STONE SHALL BE PROVIDED O
«57 A.GGREGAT «e AGGREGATE DR cRusNEo DRNHAOE GENERAL NOTES
pEOTEXTILE • AGE -O" GLASS MEETING «e GRADATION REQUIREMENTS- FABRIC 1. UNLESS SPECFICALLY INDICATED CROSSORNN WILL NOT BE 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" •• t •:') "?:.. •Jrr',•:'r ;• : J: S •:•:,;•, N
FABRIC GENERAL NOTES LOCATED AT THS PONT WHEN ACTH SUBBASE AND SUBCRAOE ARE STABILIZED. BEDDING OF NO. 68 STONE
1. TRENCH SHALL BE FILLED WITH AGGREGATE AND THOROUGHLY HIND TANNED TO 2. TRENCH SHALL (E FILLED WITH AGGREGATE AND THOROUGHLY HMO TAMPED TO
INSURE COMPACTNESS. INSURE COMPACTNESS. UNDISTURBED a
APPROACH SLAB PAVEMENT 2. OUTLET PPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AHD NON -PERFORATED OUTLET PIPE ]' OUTLET ZEEAPE SHALL RACED tN BEGIN
AT TPMKGEUOF THE
TRAVEL
ELOLANE
AOPAVEMENT
E ENTAND I MATERIAL A
SHALL BE PLACED ON A GRADE PARALLEL TO TIE SHOULDER SLOPE 2 Y MIN. (A DESIRABLE) GRADE. IN LINE WYE-TEE ELEVATION E
DESIRABLE) GRADE.
4. UTT S TI R IT IM T TH 1 PR VI
H U
_ CRUSHNC STRENGTH PLAN v o
BRIDGE ' : " SUBBASE ]. ON CURB AND CUTTER SECTONS. WHETS IT 6 IMPOSSIBLE TO OTIERNISE PROVIDE TYPE a APE OUTLETS FOR CROSSORAINS. THEY ARE TO BE LOCATED 50 AN TO ORJw INTO DROP TYPICAL SEWER PIPE NOTES: 1. WHERE LESS THAN 7' OF COVER IS AVAILABLE BELOW SIREANBEO, CONCRETE ENCASEMENT W
CD•2 OUTLETS FDIH dROSS9RAN5. THEY ARE TO BE LOCATED 50 AS i0 DRAM INTO DROP M
CI INLETS OR MANHOLES. W.T. 4" NOW. DAYS TER MET
53 e" NOY. AMMETER INLETS OR YaIIIOLES. FF
S. ON SUPERELEVATED SECTIONS. TRENCH 15 TO BE UNDER ENTIRE PAVEMENT AREA MILL BE REQUIRED.
y-0" GATE BASE MATERI/L TYPE I a. WITH $U URIDET VAPED SECTW/8 TRENCH 5 TO BE WIDER ENTIRE PAVEMENT AREA SYOCTN MALL PVC .O] 0.153 VARIES 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EOUALS OR EXCEEDS X. THE TRENCH SHALL
512E NO.2B le" MINE DEPTHI WRH OUTLET PIPE ON LOW SIDE ONLY. SMOOTH WALL PE ]0 P51 MNM 70 P51 NNN WITH OUTLET WE AT
LOW T E ONLY. INSTALLATION IN TRENCH BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WTH TB• OF AD T CLASS 1 RIPRAP. d o S. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MNWN OF 1'-0" ABOVE 6. INVERT ELEVATION AT OUTLET END OF OUTLET WE TO BE A NNWY OF 1'-0" MOVE
INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. INVERT ELEVATION OF RECEIVING GRAMME DITCH OR STRUCTURE. p
PLACEMENT OF CID-2 CROSSDRAIN AT e. ALL CONNECTIONS (ELBOWS. WYES. ETC.) WRHIN PAY LIMITS FOR OUTLET APE ME TO N WALL THICKNESS (MINI - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET APE ARE TO R JOB NO. 00
BRIDGE APPROACH SLABS BE OF TE SAME CRUSHING STRENGTH AS THE OUTLET PPG. BE OF THE SASE CRUSHING STRENGTH AS THE OUTLET PPE. SEWER
NXN TESTED ADCORDNC TO ASTN 0-2412 AT S%DEFLECTION. e. OUTLET APE TO BE SECURELY CONNECTED TO EW-YtOR OTHER ORANAGE SEWER SERVICE LATERAL CONNECTION NTS N
TYPICAL STREAM CROSSING 112066 °
7. SU�CiCHPPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE E. $TRLM:ruaE. FIG. 5-3 -o
SPECIFICATION �ypp-F �VDOT SPECIFICATION N.T.S. N.T.S SCALE n
REFERENCE STANDARD CROSSDRAIN STANDARD CROSSDRAIN REFERENCE FIG. S-2 FIG. S-7 y
ROAR AD 9 GE STANDARDS ROM' AND BRIDGE SIANOMDS TD-34 N/A `o
23i (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET T aF 1 SHEET ,oft REVISION DATE (AT LOWER END OF CUTS) soi TD-33 TD-38 a
70I VIRGINIA DEPARTMENT CI 1RANSPORsn 04 O]/1e 108.OS H08.04 07/f6 VIRGNIA DEPARTMENT OF TRANSPORTATION 701 SHEET NO. m
10 s
AZ
1992 338
• I •
t
r
.,,,�► :fit � �
IlI
l````
dad AN
00
age
EXISTING STREAM
BUFFER AREA
34,65o SF
EXISTING ioo'
STREAM BUFFER
LIMITS OF TREE PROTECTION /
FENCING TO PROTECT THE
WOODED AREAS TO BE
PRESERVED ON THE SITE
Tree Planting and Staking Detail
DOUBLE STRAND #12 GAUGE WIRE
WITH RUBBER HOSE&TURNBUCKLES
2"xi HARDWOOD STAKE
TREES UP TO y"CAL SHALL BE STAKED
I
WITH 2-2X2 HARDWOOD STAKES
CUT& REMOVE BURLAP FROM TOP
�/�
j TREES OF 4" CAL OR LARGER SHALL BE
113 OF BALLAS SHOWN
J
✓L GUYED WITH 3. EQUALLY SPACED, TWISTED,
SCARIFY SUBSOIL TO4"MIN. DEPTH
I
- ANDTURNBUCKLES. LOOPHOSEAROUND
All
f
- / TRUNK. FLAG WIRES WITH COURVEY TAPE.
MULCH SAUCER
REFER TO SPECIFICATIONS FOR
FINISHED GRADE
9nVJ \1^. il"d
w . /�C FURTHER INFORMATION
TREES UP TO 4" CAL, SHALL BE STAKED
TREES 4' CAL. OR LARGER SHALL BE
Plant Legend
PLANT SCHEDULE
SYM
BOTANICAL
COMMON NAME
SIZE
CANOPY (sf)
TOTALSITE
QUANTITY COVERAGE (st
TREES
HAP
PRINCETOW ELM
ULMUS AMERICANA'PRINCETON'
I 10-12' HT
1 397
1 20
1 7,940
Q
S
1QUERCUSSIEUMARDII10-12'HT
329
21H
6,909
QP
IQUERCUS PALUSTRIS
IPIN OAK
131/2" cal.
1 471
1 53
1 24,963
UNDERSTORY TREES
EVERGREEN TREES
IN
ILEX XWELUE RSTEVENS'
NELLIE RSTEVENS HOLLY
5'-7'ht.
1 44
20
1,012
MG
I MAGNOLIA GRAN DI FLORA'UTTLE GEM'
LITTLE GEM MAGNOLIA
6'-8'ht.
1 82
18
1 1,476
TOTAL CANOPY
I
1
1 43,312
SCOTT/R. CL}LLINSZZ
L� Lic. NO. 035791
06/02/20CD
��
IONAL EON
z
Vr
I
/ GUYED WITH 3 EQUALLY SPACED
V�\\
NOTE:.
TWISTED, #l2GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
yl
'
�\\�I///DUI
(G
GUYWIRESWITH RUBBER HOSEAND
i.
STREET TREES PROVIDED 4o'O.C.ANDS'-io'FROM PROPOSED UTILITIES.
o
AROUND TRUNK ABOVE BRANCHES
ACOURVEYTAPE
TURNBUCKLES 213UPTREE
2.
ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE
_
AS SHOWN, FLAG WIRES WITH
HEIGHT; THE TOPPING OF TREES IS PROHIBITED.. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY
N
H -
°
REFERTOSPECS
-�y
/
-�
2"x2" HARDWOOD STAKES, ALIGN
TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
Z
w
"
FOR ADDITIONAL INFORMATION.
J `
TOP OF STAKES
3
LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE
f
N
m
�- AMENDEDSOILMIX
`Ip
I�
//
MULCH SAUCER
MAINTAINED IN AREA BETWEEN z AND 7 FEET ABOVE GROUND ASA CLEAR ZONE TO PRESERVE SIGHT LINES
Z un
C)
,`��
/Y/ I
AND ACCOMMODATE PEDESTRIANS.
LU
COMPACTED suBGRADE
jjj777AA!/""1I
�l
�IYI\�
AMENDED SOIL MIX
4.
TOTAL STREET FRONTAGE = i,iio' (INDIGO RD) & 86o' (CRIMSON ST)=1,970'
z
S
REQUIRED STREET TREES: 52(2TREE PER EVERY 4o'OFSTREET FRONTAGE)
0
z
3
I� �
PROPOSED STREET TREES: 53
v
LTH
_
NOTE: 1,=' OF STREET FRONTAGE ALONG INDIGO ROAD
0
o
g
LOT 1 \ Not To Scale _ CUT AND REMOVE BURLAP FROM TOP REQUIRED STREET TREES: > ¢ x
3 II IIIIIhI 1/3OFBALLASSHOWN PROPOSED STREET TREES: 31
/ NOTE: .865' OF STREET FRONTAGE ALONG CRIMSON STREET z to s
` - SCARIFY SUBSOIL To 4"MIN. DEPTH REQUIRED STREET TREES: 22 z O0 Ur)Z w
\ I -II III II II 1 F 0 x
I III PROPOSED STREET TREES: 22 a ¢ O H
COMPACTED SUBGRADE O ��. V (n s
LOT 12 ilu
In
TOTAL SITE AREA: 5.841ACRES 254,434SF N LU w Lu :3
TOTAL STREAM BUFFER AREA (OUTSIDE EMERGENCY ACCESS ROAD): 0.795 ACRES 34,65o SF p a p o
Evergreen Tree Planting Detail TOTAL ACTIVE RECREATION AREA: 0.102ACRES 4.450SF ZZ Z w ¢ y
Not To Scale CANOPY REQUIRED =20%(SITEAREA -STREAM BUFFER- ACTIVE RECREATION) o. (n N
I LOT 11 j '\ - CANOPY REQUIRED =20%x(5.841AC-0.795AC-0.102AC) > UI w w H-
- CANOPY REQUIRED (20%) = (5.843. AC - 0.897 AC) X 2oa/d o.989 ACRES 43,072 SF � � � � LU a
PROPOSED PLANTING CANOPY CALCULATIONS: 0.994 ACRES 43,312 SF z L
`\ `\ Conservation Plan Notes: LL
in 0
Z
Source: Va. DSWC Plate 3.38-2 �.
\ \`\4%\ \\ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT � 0
CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE N a
s TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE 2:o
PROPOSED PRIMITIVE \ COUNTY ENGINEERING DEPARTMENT.
I11 - 401 DO_ - _ - _ PROPOSED 6' _�\ o
' LANDSCAPE AND A OPEN TRAILWAY (TYPJ DO �\ U)
\
2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL v
SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
\ Mio
County oTAlbemede -/ ,. I x °. EASEMENT ° �"� `�� ° / \ \ X �\ 3. TEMPORARY EROSION CONTROL MEASURED AND /OR PERMANENT STORMWATER MANAGEMENT FACILITIES o
Conservation Plan Cherh6at-Tobepinrcdal.ardsrapePlans - / rl . \\ \ LOCATIONS SHALL BE COORDINATED SUCH TRAY THEY SHALL NOT ADVERSELY AFFECT TREES TO BE
.2
(Handhook. pp 111-284-111-297 for uomPiete specifreatiorn) / ' - ° i \� \� ^� \ \� �. \ PRESERVED AND PROTECTED.
1. TheYallowhalamaahNlheshew'nontheolan: _i * I LOT1O I ' �'�. \` LIMITS OF TREE PROTECTION m
' I _- B\ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE
fl Treeamb<aaved; I FENCING TO PROTECT THE PRESERVED AND PROTECTED. °
10 Li=Oofclsmog(awidediiplineoft tobemved): WOODED AREAS TO BE
® LamdonaWtype afpmecovefmdg; 1 / I-x. \ 1 LOT 14 \ PRESERVED ON THE SITE 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TQ BE
0 cradechengesrequitlngireeweusorwalts; /- \ `\ \\ \ PRESERVED AND PROTECTED. o 0 0
0 PmpmdtrmGwgortmmelingbeyondmclimimofcicann. •• I -- �' \ \ - 6 0 E INSTALLED LU fN O N .�
_ M,aki�l. ..x N LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTA o rn o E
0.auueestobesavedsnwlbenm,tmwiwpnnianbbonataheWgclmdyvuimeloegWpnmitoperecora. X \ \ BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. N m
0 No ', / z \ +.
era<lirgatieulKginwiiltheweemmtinglmsbeminspectedandnpprorudlryacamrylnspeelm. n- LOT 9 �. '\ `\ ` \ \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR
I \ T PROTECTION
\ OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PRO EC ON OR BEYOND THE LIMITS
J. Prct omVorHoo Conference: � _. � ..., \ ! /. .�
\ \ OF CLEARING THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST
fl irc<pres<naion and prnteclien nalwuas shell be reviewed with lhercmtrodm an ma I', '1 �/ LOT 15 \ ` /
) � �';� ,� EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT
a
x
4. EuulomentOuemtlonsndSlonge: / 1.,�. x \ \ TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. >
U Ueuvyequryment.vt1temar iralicand storage of vaatrvdien mrrmiamindudingsmi shall not be pemdned widda the dnplinm ofireae
toIn, saved. I S \ \ IJ /' 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND
/ X \ ` PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION s
S. Sod Emdosand StarmwateroereadonO ken: I ° I --' I `.. / -f \ \ oN � � AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A
9 suand<viaxshauwtedvers ya0<aace fob seed. / I I LOT _ ` LOT 16 / / \� \\ 3) PROFESSIONAL FORESTER OR TREE SPECIALIST.
6. FirY-IeFiresarenotperrwtledwi1ha700&atofWedrip6aeoftraarmbasaved`\ ' / / \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND m °
PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT s
7. raaeMavrials: - \ ` i' / ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL iyi z 3
0 Tome nuteriais shall not be stored within 100 feet of the eltiplme of veer to be saved. / % * F •� /z `... \ '� \ -- / - , L - \ \ / IS LOOSENED. �I o
S. ProttectiveFeaeiaa: ;� _ -O� '-^' -I--\ // 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN N < n
O Treesm be rosined wfthin a0 feet afe proposedbuilrting or grading ecavity elmd be protected by fenwg. - ` , /yam-'rN''� ---- / ` \ / Gj MEASURES REMOVED DURING THE FINAL CLEAN-UP.
Fencing shell be yr place and shall be inspected and approved by a Comity Inspector peel b gradirg or mnswcaat. I •• ° x I ? S PAI. G ` \ \ / (x') /1 n
o.
9. Trte Walk: approval I LOT �. ( �55-
O
® When din level moat be rased wiWn Nit dri line ofetreetobe rev atree web r1a06e oridnd andeaamnuclim detail - - _�'. / � � _ ��--PRQPQSED 6' / ` ° ` `\\ / './ \ � \ � � `o
soh®tad fagt'omrd p e4 %' - �. I �� � /\
II _ \ / S EXISTING1oo' O
It. rreewaSao " /z x ', PLANTING STRIP \ SE / \\ \� \\ \\ STREAM BUFFER ` W U w
0 Whm dte gmmW levelmint be lowered within the dnphne a tree to be saved. a tree wall shall be provided: mW acommuhon demll o ( t \ - ��
submitted fornpprwd * 4 I l \N, N w
It. TrancMoeaadInnarimeo LOT 6 N LOT 17 I \\\ 29a ` ` \ N. e� Cn
fl N't an rrtnching,e rgared witiva Ile limits of Bearing, it shall be done as far away from the bunks of baron as possible. Tunneling S. \ \ \ ` oc
i
under a large tree shall be considered m an alternative when It Is maintained that necessary trenching will desboy feeder rods. I I 1I > x " - I \ ` �, \ Q
C EA O o"• \ \ 0\ > o
u. aeanot_ \ � F
0 Pmtutive fencing shill be the last items rertwved dining the hood cleanup. \
\\\ m
13. Damaged Treat;
53 Dreinstall be mated mermybyptrg, lrmioooemhods mcoleddby a eepedaat. ^ I I� I �\ \V� W_ ��_
ITLOT
ME
DENOTEGVELOPER•S
a°
RESPONSIBILITY TO CONFER WITH THE CONTRACTOR CONSERVATION / LOT
\ `. \ \, \ °
REQUIREMENTS. L 5 �, �° �� A A �V. V > �11
\ \. U) J c
1/15/20 _ V `o
1 del -- W
OWNERSIa A (DATE) ` I I x I LU
o
CONTRACT PURCHASER SIGNATURE (DATE) I G -��_ I LOT 1� LOT 2� `\ \ \�.. 0
c
511/06Pepelofl
LOT 4 21Qs LOT 27vv v
_ I PROPOSED STREET�j� x �i LOT 2j �� T 2H A V \ 1 Z Z a
NOTE:1.ED TO PING P ANTS ATAINED ID AREA BE TREES (TYPJ d' LO \ \ A w
NTSANDTREESADJACENTTOTHESIGHTDISTANCETRIANGLEWILL \ I II � x f' lJ - � I LOT 2LF \ \ - __ \ \ \ �° ' . � U (,%) m
BETWEEN 2 TO7 FEETABOVE GROUND ASA CLEAR 1 II 1 - \ \ \ W I
ZONETO PRESERVE SIG
HT LINES AND ACCOMMODATE PEDESTRIANS. x �� \ / �r * Y o
LOT 20 LOT 23 0 EE vv �� \\�, w Z Z o
LOT I_ I --I Q E
3 I x I - -� - 2 AC N \\ ,� (n
I �, J
x�
Ul
U) i v
- J 6/ � ` V ` I-_ O
(1)M LOT2100
LOT 2 LU
w
z
I I OT 29 i� U) J
C)
11 � �(23) IN � � j °
w
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x ❑
°
"
I O
I
,
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SI" H DIS p.NCE=z8o' T
x x x I x \ o v
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"
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LOT 3
INDIGO ROAD 3 � o
SIGHT DISTANCE=z8o'
_ IN_DIGO OAD � � ' • � T 1
4O PUE8 R/W VAR. WDITH U_BLIC R - _ - W x / 57A o�
° Y y
ww w w ww ww-mow-�� W W °
w
22 E
W W - W / 9 5$ E °
W W W-a - - W-
IT
�A9° " Enna °o
uj
7�'3` 1
- L INTERSECTION TO INDIGO ROAD ` a o
310 Fi26fvf C/ �E ,
v °
&CRANBERRY LANE --� - - - - - - - SPACE JOB NO.
C7RAPHIC SCALE
- ` (53) OP STREET - (0.025 AC)
- - -- TREES - _- o o s sa so / zo Ny2OZ1a
CLAUDIUS s� // SCALE
� 1"=30' m
CROZET h" SHEET NO. °
--- ' ( IN FEET ) I�
_= -- -- - PARK I Iflcn = 30 fl
Design Storm Year = 10
®�
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Structure Area Cw to Station E C/) - - - - -
(Acre! (Min.)
2 0.00 0.90 5.0 10+30.75
4 0.00 0.90 5.0 10+3.10
6 0.00 0.90 5.0 12+03.19 1
8 0.00 0.30 5.0 12+69.21 <07-_
10 0.17 0.79 5.0 12+98.91
12 0.27 0.86 5.0 11+27.84
14 0.13 0.90 5.0 13+3491
16 0.00 0.90 5.0 10+82.98
18 0.09 0.83 5.0 11+15.01
20 0.61 0.76 5.0 12+40.12-
22 0.30 0.72 5.0 10+51.97
24 0.09 0.85 5.0 10+57.19 ,�' ,: �OT2o
A 1
28 0.03 0.70 5.0 11+09.63
28S 0.27 0.72 5.0 12+55.51I
26 0.23 0.72 5.0 1100+84.44 OT9 % . i
OR OANA / (. YD-ao a '.*, •` 0.1990 ACRES // TgV-
zoxBG: sID Lp
924 PGiilA,i�
300
SJONES,
3
BENJ 1"Q
-- T
I
OR SARA BE'j'H �
w I
0,2120 ACRE.1r
I ZONING: R-6-RESIDEI�PCAI.
Z
D'1C 4369 PG. 19
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056A2- 4-00-00200 i
I
BEASL Y. ALBA E %
3
I OR PAgdELA
B t
0.2120
ACRES � I
ZONING:
R-6 RES DLN IAL
D B. PG. 096
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V I,
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
NIA
24'
675.84
YD-5
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
HDPE
YD-2
YARD INLET
N/A
24"
672.70
YD-1
12
74.83
2.70%
6%.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°/a
861.01
660.82
HDPE
YD-8
YARD INLET
WA
24"
667.90
YD-7
12
75.59
0.50%
660.72
660.32
HDPE
YD-14
YARD INLET
WA
24"
669.98
YD-13
12
65.40
3.14%
663.00
660.82
HDPE
YD-18
YARD INLET
WA
24"
664.59
YD-17
12
47.26
5.36%
653.00
650.25
HDPE
YD-16
YARD INLET
N/A
24"
661.03
YD-15
12
51.18
0 50%
650.15
649.88
1 HDPE
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 inthr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
C
io
'O
_
N
o
c
m
m
£
15
3
E
3 u
E
`m OO
wt.
O
Q
left
0.17
0.86
0.146
0.58
0.00
0.58
1.0010
0.0200
2.0
0.0833
4.1650
8.40
right
0.10
0.86
0.086
0.34
0.00
0.34
0.0010
D.ozoo
2.0
0.0833
4.1650
6.88
12 3C
6.0
combined flow
0.9
0.12
0.264
6.05
Maximum allowable spread=15'
left
0.13
0.76
0.099
0.40
D.Do
0.40
0,0010
0.0200
2.0
0.0833
4.1650
7.25
right
0.48
0.76
0.365
1.48
D.00
1.46
0,0010
0.0200
2.0
0.0833
4.1650
11.83
20 3C
6.0
combined flow
1.9
0.19
0.418
9.59
Maximum allowable spread=15'
left
0.18
0.72
0,130
0.52
D.00
0.52
0.0010
0.0200
2.0
0.0833
4.1650
8.03
right
0.09
0.-n
0.065
0.28
D.00
0.26
0.0010
0.0200
2.0
0.0833
4.1650
6.18
28B EX -Ell,
.0
combined flow
0.8
0.09
0207
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
L6
m
N
Y
c O
m p
9
FL >
Q
U
U O d
O
c6 ,
6
9
left
0.17
0.W
0.1,W
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
combined flow
1.5
0.17
0.365
8.36
Maximum allowable spread=15'
left
0.13
0.76
0.099
0.64
0.00
0.84
0.0010
0.0200
2.0
0.0833
4.1850
8.70
right
0.48
0.78
0.365
2.37
0.00
2.37
0.0010
0.0200
2.0
0.0833
4.1850
14.20
20 3C
6.0
conbined flow
3.0
0.27
0.578
13.25
Maximum allowable spread=l5'
left
0.18
0.72
0.130
0.84
0.00
0.84
0.0010
0.0200
2.0
0.0833
4.1650
9.63
right
0.09
0.72
0.065
0.42
0.00
0.42
0.0010
0.0200
2.0
0.0833
4.1650
7.43
28B 3C
8.0
combined flow
1.3
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
m
V
"_-
S
I
N
N
N
a
m
w
V
y
"
w
+
U^
T
[L
N
N
N
N
u
u
O
U
N
n O
c
i'
m
m
i9
(b
m
c
>
E
-9
o
�ZjM
'6
a
m
d
m
b'
c
,*
.�
U
o
E
C Q
$
O
N
C
U
3pl
W
(3n
'!=
N
I
II
C
T
U
(7
3m
w
Q
0
3@
¢
U
C7
C3
C6
�`»
rn
al
F
W°
Ce
U)
f%
a
10
3BB
8.0
0.17
0.79
0.134
0.54
0.00
0.54
0,0300
0,0200
2.0
0.0830
4.1500
4.30
0.93
3.5120
0.1463
0.1561
6.22
1.29
1.00
0.54
0.00
Maximum allowable s read=15'
P
14
3B
8.0
0.13
0.90
0.117
0.47
0.00
0.47
0.0336
0.0200
2.0
0.0830
4.1500
4.00
0.95
3.5120
0.1463
0.1590
6.00
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
1.00
0.30
0.00
Maximum allowable spread=14'
22
3B
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=l4'
26
3B
4.0
0.23
0.72
0.166
0.66
0.00
0.66
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=14'
28
3BB
12.0
0.03
0.70
0.021
0.08
0.00
0.D8
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=7'
Table 7: Grade Inlet Design Table
Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacfly and depth)
Mannings Coefficient, n is 0.013
� m p
o m
L N 0 s 0 rn
a m0. N O tV N m
b 42
O N C
o Q m �3 3 5 92 ro > o
❑ m o m `m m `° +1 ` >
m C
d b f0 - ; o
c O p` m �b u m rn N3 m N u $ 7E o
IL > - ¢ cl U Cl Of rJ c6 Cn rn r» 1- w w N rn � � ui a Q c10i
10 3BB 8.0 0.17 0.79 0.134 0.87 0.00 0.87 0.0300 0.0200 2.0 0.0830 4.1500 5.16 0.88 3.5120 0.1463 0.1488 7.85 1.02 1.00 0.87 0.00
14 3B 8.0 0.13 0.90 0.117 0.76 0.00 0.76 0.0336 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
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 6.15 1.30 1.00 0.49 0.00
22 3B 120 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 0.00
26 3B 4.0 0.23 0.72 0.166 1.08 0.00 1,08 0,0209 0.0200 2.0 0,0830 4.1500 5.97 0,99 3.5120 0.1463 0.1649 T23 0.55 1.00 1.08 0.00
28 3BB 12.0 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 s
Maximum allowable s
Maximum allowable s
Maximum allowable s
Maximum allowable s
Maximum allowable s
PIPE DESIGN
n = 0.013
Roe
Hydrology
Pipe
3
d
d m E
m ,2- E
N
m c g
m
L
a
m E m m
d $ E ° o > 3 E
65
w
Q .10. U U U F _ O O'
- - c to d li > tl tY
Rpe run: STR-14 - OUT
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
0.251
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
8
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
0.484
5.79
6.42
0.00
3.13
650.10
649.35
136.1
0.013
0.0055
15
4.80
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
008
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
Rpe run: STR-12 - STR 8
12
8
0.27
0.86
0.232
0.232
5.00
6.67
1.55
1.55
651.75
651.10
123.8
0.013
0.0052
15
4.68
3.40
0.61
Rpe run: STR-20 - STR 4
20
18
0.61
0.76
0.464
0,464
5.00
6.67
3.09
3.09
657.00
656.33
121.1
0.013
0.0055
15
4.80
4.15
0.49
18
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
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
Rpe run: STR-28B - STR 16
28B
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
24
0.03
0.70
0,021
0.215
5.44
6.53
0.14
1.41
662.90
661.00
48A
0.013
0,0392
15
12.79
6.78
0.12
24
16
0.09
0.85
0.077
0.458
5.56
6.49
0.50
2.97
660.90
658.50
53.2
0.013
0.0451
15
13.72
8.84
0.10
Rpe run: STRA 6 - STR 24
28
24
0.23
0.72
0.166
0.166
5.00
6.67
1.10
1.10
665.00
662,00
80.4
0.013
0.0373
15
12.48
6.25
0.21
Rpe run: STR-22 - STR 18
22
18
0.30
0.72
0.216
0,216
5.00
6.67
1.44
1.44
658.50
657.50
48.0
0.013
0,0208
15
9,33
5.45
0.15
11
SCOTT/R. CaLLINS'Z
Lic. No. 035791,E
p 03/30/20�i
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JOB NO.
112066
SCALE
11I = 50.
SHEET NO.
12
_ LD-269
1 Rev. 3-83
Project Foothill Crossing Phase V
Plan Sheet No.
Designer FGM, PE
Sheet 1 of 1
Culvert beneath Pedestrian & Emergency Access
Rev. Date
Date 3128119
AHW Controls
STATION:
HYDROLOGICAL DATA
D.A = 534 ac.
100 yr. Flood plain
elev.
Design AHW depth
elev.
Structures
elev.
treq. TWelev.
Culvert DA: Cw - 0.38, Tc - 27 min., 12 - 2.5 inlhr, 110 - 3.4 in/hr,125- 3.9 in/hr
-
Shoulder
elev. 649.0
CL
_-
elev. 649.2
DISCHARGES USED
RISKASSESSIVIENT
ADT
Skew
°
Cover
Q 2 = 50.73 CFS
Detours Available
Length
Q IT-= CFS
Overtopping Stage
Q -79Tfr_CFS
Flood Plain Management
Inv. El. 641 S
So=
0.50% Inv. El 641.16
Q CFS
Cntena and Signitcant Impact
Orig. Gr. Elev.
L=
-6F_ Ong. Gr Elev
_=
Q = CFS
CULVERT TYPE & SIZE
Q
Q/B
HEADWATER COMPUTATIONS
CONT.
HW.
I ELEV.
OUTLET
VELOCITY
End
teat
COMMENTS
INLET CONT.
OUTLET CONTROL
HWID
HW
Ke
do
(dc.D)2
ho
I H
I LSo
I FEW
C.M.
I Smooth
Outlet Controlled w/downstream nprsp•
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
WA
Culvert shall be countersunk 6'.
Outlet Controlled w/downstream nprap.
Proposed 36' RCP Culvert (25 yr)
179.14
79.14
2.5
7.5
0.5
2.9
2.95
2.95
5.0
0.3
7.6
7.6
WA
Cuhen shall be countersunk 6'.
signbDd
Exceed. Prob. ev.
Overlop Flood
Exceed. Prob. Elev.
SUMMARY & RECOMMENDATIONS:
Base Flood 1%Exceed. Prob. - Elev.
CULVERT DRAINAGE PLAN
,-
/"� SCALES"=ioo' ❑. + � - _ _. / � 1� / ���• � ��
' SCOTT
■�■�0�®fi■ �
�
r
EXIS NG U I,1
G. Ni
lI �
STREAM--
❑ - - __ \ - 1 �10
S
r
7
i
J
/= - J
- - Z
OP \'�//-FUTURE PROPOSED ROAD I I I \ / O o: c
/ ' ,� �- /;IMPROVEMENTS VVATE H ��� �- J`-❑ ED
S
OUTFALLS BELUVV THE I�� \� w❑ m C
PROPOSED CULVERT.I I - \, J
/ I� - V �I �� H ZO C
,' J -
❑ = / � � �� 11 -
/ -
i
0��� / \`
was
i - \ c
\ \ \ \ / �#
77,
I \ / NI- THE PROPOSED CULVERT ANALYSIS (WITH
\ FLOW ,w/ 4 ELEV,-6' `_ THIS PLAN) IS CONSERVATIVE BECAUSE
200' OF OVERLAND \ � / � I
/ I \ ( IT ASSUMES THE TWO SWM FACILITIES /
WITHIN ITS WATERSHED ARE CLOGGED - -
�� MERCIAL 8L� AND PROVIDE ZERO ATTENUATION. S - _ \� / �100' WPO STREAM ❑ '�%� o
`- ❑ �-
INDUSTRIAL AREAS / \ ' I ILL
WITH A Cw=0.70 \, \ % / [WrER,TYP---. -
y
CULVERT DA
Z �•
Oz
E
Ln ❑
LU
t on Ln
=:> w
in w
• /� V I 53.4 aC. �' ' / ❑ -� 1��� v j��\ LU o r�o` o
D
♦ / Tc=27 min. PRQPos o
\ \ - -
CULVERT
. Li / \ 440' OF NNEL \ \
/ ` FLOW ,�/ 0CHAELE ;=35'/ \ \ J / \� / / ' (n / \ ''� m
(Te=2 min.
X
y
z C)
\ _❑ o
.� r co
CON�C�N RATED � � �i� __ _ _ �--�� �C._ - �_ - � � � ��. �
FLOWN AT loft/5 t � � _ _ � �_<�, � V `� � CY) �
(TC=3min.) / /� 1 , �.at_ CAI a
�� / --� I
1
EXISTING � � � �\ • LE (� o
f �I � \ z
STREAM / \ _ _ ! _ J - s \ �J-
w
/>I\- FORESTED I AREA - _ s � j % I �,I I'` % O
J
� � ■ � � � � / WITH A C�035
IIf
/ 1 5 ac. / / N
Q
I � S O
\J =
I J LP/
w
a
� o
� 1
I�
■ R SI ENTIAL / S WITH L4w
_' /
v
Q
1 \ \ A'C =0.40 ❑ ❑❑ : ■ -HILLTOP STREET W /w �N LL
\ \ / \ \ • / - - " - - - _ - _. PROPOSESWM
\.LLLD (WITH THIS PLAN) QUTFALLS -- rJ z J m
ITS WATERSHED BELOW THE
650
UPSTREAM END OF PROPOSED CULVERT
SHALL BE COUNTERSUNK 6". PROPOSED
INVERT ELEV. 641.50'. CONTRACTOR SHALL
FIELD VERIFY CHANNEL BOTTOM ELEVATION
& ENSURE CULVERT IS COUNTERSUNK 6".
CONTRACTOR SHALL LINE THE
CHANNEL BOTTOM, A MINIMUM OF 20'
IN LENGTH, WITH VDOT STD. CL. II
RIPRAP. CONTRACTOR SHALL LINE
THE CHANNEL BOTTOM UPSTREAM &
DOWNSTREAM FROM THE CULVERT.
/ ` . ■. ■ ❑ ',, - --- PROPOSED CULVERT411
LJJ
C❑ ❑ Ul 0
650
DOWNSTREAM INVERT ELEVATION OF PROPOSED
CULVERT=641.16, DOWNSTREAM 'END OF
PROPOSED CULVERT SHALL BE SET 6" BELOW
EXISTING CHANNEL BOTTOM ELEVATION.
CONTRACTOR SHALL FIELD VERIFY CREEK
CHANNEL ELEVATION & ENSURE CULVERT INVERT
IS BELOW INITIAL CREEK BOTTOM ELEVATION.
RIPRAP OUTFALL WITH
GEO-FABRIC UNDERLAYMENT
RIPRAP OUTFALL WITH LENGTH=20'
GEO-FABRIC UNDERLAYMENT 0+50 1+00 WIDTH=i8'
LENGTH=20' PROFILE SCALES DEPTH=2'
WIDTH=iDEPTH=2$' CULVERT 1"= 0'((H)
PROPO
EM�I,RGENCY
ED GRADE/
ACCESS
ROAD
36" CL.
II RCP
68.00'
o.So
645
645
METING
BADE/
[Ji
HANNE
640
640
00
m 0) °o
w It o
P IC SCAL
IN EET )
t00
Cl
CD
U�
CROZET
PARKPOOL
EXISTING SWM
FACILITY
CULVERT DETAIL
SCALE > '=30'
\ UPSTREAM END OF PROPOSED CULVERT
\ SHALL BE COUNTERSUNK 6". PROPOSED
INVERT ELEV.=641.50'. CONTRACTOR
SHALL FIELD VERIFY CHANNEL BOTTOM
ELEVATION & ENSURE CULVERT IS
COUNTERSUNK 6".
W TREA
\ \ `BUFFER, TYP. j\
LU Z
LU J z
100' W PO STREAMI ' _ U) T
BUFFER,TYP. 1 0
LU o
TING SANITARY SEWER _-`-k---- o o_
i TO REMAIN UNDISTURBED ---- - °
® \ BENEATKPROPOSED FILL - - - LL
Q
PROPOSE
VID STD. 0
O m
E
J
U
EXISTING U
STREAM, TYP. w
O w
CONTRACTOR SHALL LINE THE S C_ U o
CHANNEL BOTTOM, A MINIMUM OF \ 3pg NO. o
20' IN LENGTH, WITH VDOT STD. CL \ o
II RIPRAP. CONTRACTOR SHALL LINE ' 112066
THE CHANNEL BOTTOM UPSTREAM & DOWNSTREAM INVERT ELEVATION OF PROPOSED SCALE
LDOWNSTREAM FROM THE CULVERT. CULVERT=641.16. DOWNSTREAM 'END OF 'm
PROPOSED CULVERT SHALL BE SET 6" BELOW AS SHOWN o
OPEN ❑ EXISTING CHANNEL BOTTOM ELEVATION.
s,
CONTRACTOR SHALL FIELD VERIFY CREEK ' SHEET NO. n
SPACE C CHANNEL ELEVATION & ENSURE CULVERT INVERT
IS BELOW INITIAL CREEK BOTTOM ELEVATION. 13 F