HomeMy WebLinkAboutSUB199900148 Plan - Approved Road Plan and Comps. 2000-05-24�1
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DEPT. OF PLANNING
6 COMMUNITY DEV
DEPT. OF ENGINEERING
APPROVAL
VIRGINIA DEPT. OF HIGHWAYS
DEPT. OF ZONING
ALBEMARLE COUNTY FIRE OFFICIAL
VIRGINIA DEPT. OF HEALTH
ALBEMARLE COUNTY
SERVICE AUTHORITY
ALBEMARLE COUNTY BUILDING OFFICIAL
NOTE: ALL LOTS ARE REQUIRED TO HAVE A PRIVATE
PRESSURE REDUCTION VALVE INSTALLED BETWEEN
THE METER AND THE HOUSE PLUMBING.
GENERAL WATER AND SEWER CONDITIONS
Ray, January 27, 1998
1. Work shall be subject to inspection by the Albemarle County
inspectors. The contractor will e
Service Authority inspe b
responsible for notifying the proper service authority
officials at the start of the work.
2. The location of existing utilities across the line of
the proposed work are not necessarily shown on the plans
and where shown, are only approximately correct. The
contractor shall on his own initiative locate all
underground lines and structures as necessary.
3. All meterials and construction shall comply with General
Water and Sewer Construction Specifications as adopted
by the Albemarle County Service Authority on January 15, 1998.
4. Datum for all elevation shown in National Geodetic Survey.
5. The contractor shall be resposible for notifing
"Miss Utiltiy" (i=800-552-7001).
6. All water and sewer pipes shall have a mimimum of
3 feet of cover measured from the top of,,p,ipe, over the
centerline of the pipe, This includes all fire hydrant
lines, service laterals and waterlines, etc.
7. All water and sewer appurtenances are to be located
outside of roadside ditches.
B. Valves on deadend lines shall be rodded to provide adequate
restraint for the valve during a future extension of the line.
ALBEMARLE COUNTY ENGINEERING
GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS
1. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department
Of Transportation, the term County refers to County Of Albemarle, Virginia.
2. 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.
3. Construction inspectiorL o,f a11_proposed roads within the development
will be made lo, the County The contractor must notify the Department
of Engineering (296-5861) 4B hours in advance of the start of
construction.
4. All materials and construction methods shall conform to current
specifications and standards of VDOT. All excavation for underground
pipe installation
Part musticom) ply with OSHA Standards for Construction
Industry5. Erosion and siltation control measures shall be provided in accordance
with the approved erosion control plan and must be installed prior to
any clearing, grading or other construction-
6. Upon completion of fine grading and preparation of the roadbed subgrade,
the contractor shall have CBR tests performed on the subgrade soil.
Three (3) copies of the test results shall be submitted to the County.
If a subgrade soil CBR of 10 or greater is not obtainable, a revised
pavement design shall be made by the design engineer and submitted with
the test results for approval.
7. All slopes and disturbed aces are to be fertilized, seeded and mulched.
The maximum allowable slope is 2:1 (horizontal:vertical). Where
reasonably obtainable, lesser slopes of 4:1 or better are to be
achieved.
B. Surface drainage and pipe discharge must be retained within the public
right-of-way oh easements prior to acceptance by VOOT (All drainage outfall
easements are to be extended to a boundary line or natural watercourse).
9. Where cross sections are installed, all residential driveway
entrances shall conform to V.D.O.T standard PE-1.
10. Where rural cross sections are installed, all residential driveway
entrances shall conform to VDOT Standard.PE-i.
11. Paved, rip -rap or stabilization mat lined ditch may be required to
stabilize a drainage channel when, in the opinion of VDOT, the Director
of Engineering, or the Director's designee, it is deemed necessary.
12. A minimum clear zone of ten (10) feet from the edge of pavement shall be
maintained on all residential subdivision streets. Additional clear
zone may be required depending on the category of road design.
13. Compliance with the minimum pavement width, shoulder width and ditch
sections, as shown on the typical pavement section detail, shall be
strictly adhered to. Exceptions will not be allowed.
14. Upon completion of the roadway construction, street identification signs
shall be installed by the developer at all street intersections. Signs
and their installation shall conform to V.D.O.T. standards. Signs may be
purchased through The Department Of Engineering. The developer shall be
responsible for maintenance of the signs until the roads have been accepted
into the state secondary road system.
15. Road plan approval is subject to final subdivision plat validation.
Should the final plat for this project expire prior to signing the
recordation, then approval of these plans shall be null and void.
16. Traffic control or other regulatory signs or barricades shall be
installed by the developer when, in the opinion of the Director of
Engineering, or the Director's designee, they are deemed necessary in
order to provide safe and convenient access. All signs or other
regulatory devices shall conform with the Virginia Manual for Uniform
Traffic Control Devices.
17. Standard CD-1 or CO-2 underdrain areas required at all cut and fill
transitions and grade sag points.
18. Location of all signs to be shown on the plan: stop sign, street name sign,
speed limit sign, etc. (the speed limit is to be posted 5 mph below the
design speed). .
19. All required signs to be furnished and installed by the developer prior
to acceptance.
20. Contractor shall field verify the length of. all storm drainage pipe. Cross
slopes shall be maintained as shown.
21. Speed limit posting to be determined by V.D.O.T. prior to road acceptance.
I
DETAIL A
ROLL TOP CURB
6" Curb
Line
F
ffR 2
4c R 1 w
0
FB {- C --i
ROLL TOP DIMENSIONS
A '= 11.5"
B = 1' 0"
C = 2' 0"
D=2"
E=7"
F= 1' 6"
R1 = 1' 6"
R2 = 1' 3"
NOTES:
THE ROLL TOP CURBING OPTION MAY BE
USED UNLESS OTHERWISE INDICATED,
PROVIDED THAT:
A. CG-6 TYPE CURBING IS MAINTAINED
WITHIN 10 FEET FROM THE EDGE OF ALL
DRAINAGE STRUCTURES, AND
B. A MINIMUM TRANSITION OF 10 FOOT
BETWEEN CG-6 AND ROLL TOP CURBING
IS MAINTAINED
DETAIL A
ROLL TOP CURB
6" Curb
Line
F
ffR 2
4c R 1 w
0
FB {- C --i
ROLL TOP DIMENSIONS
A '= 11.5"
B = 1' 0"
C = 2' 0"
D=2"
E=7"
F= 1' 6"
R1 = 1' 6"
R2 = 1' 3"
NOTES:
THE ROLL TOP CURBING OPTION MAY BE
USED UNLESS OTHERWISE INDICATED,
PROVIDED THAT:
A. CG-6 TYPE CURBING IS MAINTAINED
WITHIN 10 FEET FROM THE EDGE OF ALL
DRAINAGE STRUCTURES, AND
B. A MINIMUM TRANSITION OF 10 FOOT
BETWEEN CG-6 AND ROLL TOP CURBING
IS MAINTAINED
JNFF:i
NOTES RELATIVE TO EASEMENTS:
1.
COMMON AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY
AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION
OF OTHER USES.
2.
THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT
ALONG ALL FRONT PROPERTY LINES AND 7.5' ALONG ALL SIDE PROPERTY LINES.
3.
THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY
EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES.
4.
TYPICAL EASEMENT ( N.T.S.)
20
20
1 O
TYPICAL EASEMENT UNLESS OTHERWISE
INDICATED FOR UTILITIES ON OR 5
TYPICAL EASEMENT FOR
BLOW -OFF ASSY. AND
- WITHIN 10' OF PRIVATE'LOTS.
- - WATER METER ASSY.
CENTER OF PIPE OR
tMA:NHOLE,STORR
CENTER OF DRAINAGE
CENTER OF PIPE
SWALE/CHANNEL.
BLOW -OFF ASSY. OR
UCTURE OR
WATER METER ASSY.
FIRE HYDRANT
5.
PRIVATE 10' SANITARY SEWER SERVICE LATERAL EASEMENTS ARE TO
BE CENTERED ON AS BUILT LOCATIONS."
6.
20' WATER, STORM, AND SANITARY SEWER EASEMENTS ARE TO BE
CENTERED ON THE ASBUILT LOCATIONS OF THE LINES.
7.
THERE SHALL BE A PEDESTRIAN ACCESS EASEMENT OVER ALL WALKS.
8.
THERE SHALL BE AN ACCESS AND MAINTENANCE EASEMENT ASSOCIATED
WITH THE PERMANENT STORMWATER MANAGEMENT FACILITY LOCATED
IN THE COMMON%OPEN SPACE ALONG THE STREAM.
TYPICAL SECTIONS
•f • D, DESIGN SPEED 20 MPH
ROAD _
ROAD "A, A-1® B. B-2 "
40' R/W
Back
of Curb
1
30'
3% max 114 1 1/4 1
PRIVATE ALLEY
20' ACCESS
EASEMENT
v �,- vvllu llVV IVV 1 GJ
3: 1
Beck (2:1 max.)
of Curb
1.
3% max
PAVEMENT SPECIFICATION
S
1 I r
f r
f.
f'z 7F2 Z tr 21,4 2 "_9" 9,�;4
ROADS A, B AND B-2
SEE CURBING , *CAT. I 24' & 30' URBAN SECTION
NOTES x ROAD "A" WILL HAVE A J/
4' SHOULDER WITH NO -7e ype I, Size 21A With Prime Coat
SIDEWALK ON THE RIGHT �" 6,, gGGR. BASE MATERIAL, T 2 -I"/< SM 9.5A SURFACE
SIDE.
ROADS A-1, B-1 AND ALLEY
CAT. 1: 24' & 30' URBAN SECTION
6" AGGR. BASE.MATERIAL, Type I, Size 21A With Prime Coat
2" SM 9.5A SURFACE
I
'
;JJ
,
. ..... ....
...... ...... .
HILL TOP
STREET
WIDENING
(NORTH SIDE)
(SOUTH SIDE)
�" rl�r•- � y. d�
�
4,
3.5
2 2
�E"�M-9"3i�- SURF'AGE-OVERI=AY-
v
Maintain
Existing
Maintain
Existing
0,5'
oill-T -44Y
Crown
Crown
I
1/4": i'
!/Z1;
6" 21-A AGGR) OASE MATERIAL
2 1/2" BM 25.0
EXISTING
'
4" CRUSHER
VA LNDI.G
WIDTH
RUN SURFACE
TEMPORARY
WALKWAY
CURBING NOTES:
1, CURBING SHALL BE ROLL TOP (SEE DETAIL A) OR CG-6.
2. SEE SHEET 2 FOR LOCATION OF CG-6 OR ROLL TOP CURB.,
3. PROVIDE A MIN. 10' TRANSITION BETWEEN ROLL TOP AND CG-6.
4.IF ROLL TOP CURBING IS USED, CG-6 WILL BE REQUIRED
10' EITHER SIDE OF ALL°DRAINAGE STRUCTURES.
HILL TOP STREET
1. HILL TOP STREET IS TO BE WDUENE'D TO 22' PRIOR
ANY CONSTRUCTION ON PARKS R' y a i.LAGE.
2. A 2" OVERLAY ON HILL TOi r?. ;VtLL BE REQUIRED
PRIOR TO ACCEPTANCE OF ANr FIOAD�y IN PARKSIOE
VILLAGE OR WHEN 24 HOUSES ):N PARKSIDE VILLAGE
HAVE BEEN OCCUPIED, WHICH,E T1 ;URS FIRST.
3.;MAINTAIN EXISTING DRAIN �1 /' `:RNS.
SNLT11
x= - 3
u �i'f���cGA �
Imes Gale
Lic. No. 1443B
GENERAL NOTES
1. ALL PROPOSED ROADS WILL BE PUBLIC. t�91y0 S U R `I �yOQ
2. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER
AND ELECTRICITY.
3. ALL LOTS SHALL BE ACCESSED BY PUBLIC ROAD.
4. ROLLTOP CURBING MAY BE USED .
(SUBJECT TO V.D.O.T. AND ENGINEERING APPROVAL)
5. ONLY ONE DRIVEWAY WILL BE PERMITTED PER LOT.
6. STANDARD V.D.O.T. CG-12 CURB RAMPS REQUIRED AT ALL
SIDEWALK AND STREET CROSSINGS.
IT
ED
Alberrcar10 0,.0 11y "°r)gineering & Public Works
Date: 11
File:
b
By:
S
u e %�..
LEGEND
Proposed
San. Sewer
Proposed
Storm Drain
Proposed
Water Line
Proposed
Water Service, double
Proposed
Water Service, single
Proposed
Street Tree
SHEE-r
INDEX
SHEET
1
- COVER SHEET
SHEET
2
- OVERVIEW
SHEET
3
- ROAD "A" PLAN AND PROFILE
SHEET
4
- ROAD "A-1" PLAN AND PROFILE
SHEET
5
- ROAD "B" PLAN AND PROFILE
SHEET
_6
- ROADS "B-1 AND "B-2" PLAN AND PROFILE
SHEET
7
- SANITARY SEWER PROFILES
SHEET
8
- SANITARY SEWER PROFILES
SHK':LT
9
- STORM DRAIN PROFILES
SHEET
10
- OFFSITE SANITARY SEWER PLAN
AND PROFILE
SHEET
11
- OFFSITE SANITARY SEWER PLAN
AND PROFILE
SHEET
12
- OFFSITE SANITARY SEWER PLAN
AND PROFILE
SHEET
13
- OFFSITE SANITARY SEWER PLAN
AND PROFILE
SHEET
14
- STREET TREE LANDSCAPE PLAN
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REVISIONS
DEC. 10, 1999
FEB. 14, 2000
MAR. 13, 2000
APRIL 14, 2000
Curb Note#4
Typ, Section
Gen.Note#4
MAY 3, 2000
(VDOT Comments)
DATE
OCT. 7, 1999
SCALE
CONTOUR INTERVAL
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FILE NUMBER
7907
SHEET 1A d
1 OFh 14
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I 1 X REVISED AV.�.. E-- _ ,
PUBLIC DEDICATION 100 Stream
RESERVED FOR' `
UPON DEMAND BY THE COUNTY , !
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EASEMENT," ,` ' i � z'' `, �` �� UPD DE OR UB CATI
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DEC. 10, I999
FEB. 14, 2000
MAR. 13, 2000
April 14, 2000
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Stream BUf fer
Legend (�
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PROPOSED STREET TREE ~
WILLOW OAK, RED OAK, OR 1� M ~ o
ZELKOVA ("Village Green or Green Vase" cultivars) �M�W3s o� H,� o
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KQTE: �. '
STREET TREES SHALL NOT BE PLANTED WITHIN THE A.C. A. `�
SANITARY SEWER OR WATER EASEMENTS NOR WITHIN
10 FEET OF WATER OR SEWER APPURTENANCES.
A MINIMUM OF 14.5' VERTICAL CLEARANCE WILL, BE REQUIRED TO BE -
STREET TREES SHALL BE PLANTED 3' BEHIND THE BACK OF CURB
PER DETAIL BELOW AND 3' BEHIND SIGHT EASEMENT LINES
AS SHOWN ON LOTS il, 12 AND 43 ABOVE.
2-1- - 4 '
ROAD "A. A-1, D, D-2 "
40' R/W
Back Back
of Curb of Curb
3 1� 30 ' _I
ri 1/4" : 1' I 1/4"_.: 1' H
TREE LOCATION DETAIL
MAINTAINED OVER THE STREETS TO THE LOWEST LIMBS OR k3RANCHES.
THE COUNTY WILL BE REQUIRED TO OBTAIN THE PERMIT FOR THE
MAINTENANCE OF THE TREES, PRIOR TO ACCEPTANCE OF THE STREETS
INTO THE STATE SYSTEM.
LEGEND:
5 UPPER WETLAND SPECIES TREES
(Species to include: Black Gum, White Ash, Yellow Poplar, or Serviceberry)
3:1 Min. I" Caliper, Balled & Burlap or Container Stock
(2: 1 max.)
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18 LOWER WETLAND SPECIES TREES
4' 2' (Species to include: Red Maple, Weeping Willow, or Green Ash)
Min. 1" Caliper, Balled & Burlap, or Container Stock
ASSORTED SHRUBS *'
(Species to include: Red Osier Dogwood,'Arrow-wood Viburnum,Common Elderberry and Winterberry)
Container Stock, 3•-4 ft. in Height
14
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REVISIONS
DEC. 10, '1999
FEB. 14, 2000
MAR. 13, 2000
April 14, 2000
Rev.Tree Notes
Add Detail,
Rev.Tree Locat'n
@ Sight Es'mt.
MAY 3, 2000
(VDOT REV'S.)
DATE
OCT. 7, 1999
SCALE
1" = 50' HORZ
1" = 10' VERT
CONTOUR INTERVAL
2 FEET
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FILE NUMBER
7907
SHEET fi
14 OF 14