HomeMy WebLinkAboutSUB199600026 Plan - As-built Road Plan and Comps. 1998-08-10GENERAL NOTES
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OWNER: JEFFERSON NATIONAL BANK
P.O. BOX 711
CHARLOTTESVILLE, VIRGINIA 22902
LEGAL REFERENCE: D.B. 1124 p.39
THE PROPERTY SHOWN HEREON IS A PORTION OF TAX MAP 32,
PARCEL 19B AND IS ZONED LIBHT INDUSTRIAL.
PROPERTY SHOWN HEREON LIES IN FLOOD INSURACE RATE NAP
ZONE C. (NOT A FLOOD HAZARD AREA)
THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS
THAT WILL BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME THE
MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES. THESE
EASEMENTS WILL BE CENTERED ON THE FACILITIES WHEN
CONSTRUCTED. APPROXIMATE SANITARY SEWER EASEMENT !LOCATIONS
ARE SHOWN HEREON.
THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL
BE NECESSARY TO PROPERLY MAINTA T N ALL ROADS. TWEN'TY FOOT
L
EASEMENTS ARE TO BE CENTERED ON ALL DRAINAGE CULVERTS AND
ALL DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUCH
EASEMENT-?, SHALL TERMINATE AT NATURAL WATER COURSES.
DENOTES IRON ROD SET OR 'IRON ROD
FOUND, UNLESS OTHERWISE INDICATED.
TYPICAL SECTION
HUNTI-RSTAND COURT
NO SCALE
30 M.P.H. DESIGN SPEED
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CATEGORY IV ROAD
6" AGGREGATE BASE (EI-A)
3 " BM-2
1. 5" SM-2A
COUNTY OF ALBEMARL.E
DEPARTMENT OF ENGINEERING
GENERAL CONSTRUCTION NOTES FOR SUBDIVISION
ROADS PROPOSED FOR PRIVATE IMAINTENANCE
Revised: March 1, 1992
1. The abbreviation V.D.O.T. made hereafter, refers to the Virginia Department,
of Transportation. The -term County refers to the County of Albemarle,
Virginia.
2. Prior to commencement of any construction within any existing public
right-of-way, including connection to any existing road, a permit for said
construction shall be obtained from V.D.O.T. This plan as drawn may not
accurately reflect the requirements of the permidt, Where any
discrepancies occur,, the requirements of the permit shall govern.
3. Construction inspection of all proposed roads wiittiin the development will
be made by the County. The contractor must notify the Department of
Engineering (296-5361) 48 hours in advance of the start of construction.
4. All materials and construction methods shall conform to current
specifications and standards of V.D.O.T. unless; ot,,herwise rioted. All
excavation for underground pipe installation muist comply with OSHA
Standards for the Construction Industry (29 CFR Part 1926).
5. Erosion and siltation control measures shall be povided in accordance
with the approved erosion control plan and must be installed prior, to any
clearing, grading or other construction.
6. All slopes and disturbed areas to be fertilized, seeded and mulched.
Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable
lesser slopes of 4:1 or better are to he achieved.
7. Surface drainage and pipe discharge must.be retained within the private
right-of-way or within private easements prior to acceptance by the
County. (All drainage outfall easements are to be extended to boundary
line or a natural watercourse.)
S. All drainage inlets shall have a 2-inch local depression.
9. Guardrail locations where shown hereon are approximate. Exact length,
location appropriate end treatments will be field determined at the time of
construction. Additional guardrail may be required at locations not shown
when, in the opinion of the Director of Engineering or his designee, it is
deemed necessary. When guardrail is required Jt shall be installed four (4)
feet offset from the edge of pavement to the face of guardrail and shoulder,
widths shall be increased to seven (7) feet.
10. Where urban cross sections are installed, all residential driveway
entrances shall conform to V.D.O.T. CG-9A or CG-98.
li. Where rural cross sections are installed, all residential driveway entrances
shall conform to V.D.O.T. standard PE-1.
12. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize
a drainage channel when, in the opinion of the Director of Engineering or
his designee, it is deemed necessary.
13. A minimum clear zone of eight (8) feet from the edge of pavement shall be
maintained o all residential subdivision streets.
14. Compliance with the minimum I 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.
15. Upon completion of the roadway construction, street name signs shall be
installed by the developer, at all street intersections. Signs and the
installation thereof shall conform to "Albemarle County Street Name Sign
Requirements". The developer shall he responsible for maintenance of the
signs until the roads have been accepted.
16. Road plan approval 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.
17. Traffic control or other regulatory signs or barricades shall be installed by
the developer when, in the opinion of the Director of Engineering or his
designee, they are deemed necessary in order to provide safe and
convenient access to or -from the proposed development. All signs or
other regulatory devices shall conform with the Virginia Manual for
Uniform Traffic Control Devices,
latest edition.
18. BENCHMARK: W. nail in power pole at the south corner of the intersection of
HUnterstand Court and Quail Run. (ELEV. --- 575.96)
TYPICAL EASEMENTS
TYPICAL WATER LINE EASEMENT ( N.T.s.)
EASEMENTS ARE TO BE CENTERED
ON ASBUILT LOCATIONS OF WATER
METERS, BLOW OFFS AND FIRE
HYDRANTS.
10,
20'
TYPICAL SANITARY SEWER AND STORM SEWER EASEMENT
N.T.S.)
EASEMENTS ARE TO BE
CENTERED ON AS -BUILT
LOCATIONS OF MANHOLES
AND STORM STRUCTURES.
io,
20'
EASEMENT NOTES AND TYPICAL EASEMENTS:
1) The entire Hunderstand private right of way is reserved for ingress & egress,
and all utilities required for the development of lots.
2) A 51 drainage easement. is reserved outside and along the Hunterstand Court
right of way as required to accommodate roadside ditches.
1. Work shall be, subject -to inspection byf -the Al�ernarle County
Service Authority inspectors. The conitractor will be
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
c'botractor shall on his own initiative locate all
underground lines and structures as necessary.
3. All me-terials and construction shall comply with General
Water and Sewer Construction Specifications as adopted
by the Albemarle County Service Authority on January 20, 1983,
amended July 1, 1989.
4. Datum for all elevation shown in National Geodetic Survey.
5. The contractor shall be resposible for notifing
"Miss Utiltiy" (1-800-552-7001) .
6. All water and sewer pipes shall have a mimimum of
3 feet of cover measured from the top of pipe, over, the
centerline of the pipe, This includes all fire hydrant
lines, service laterals and waterlines, etc.
I. 20' wide easements, centered on the pipeline and appurtenances
shall he dedicated to -the Albemarle County Service Authority,
except where the line is in a public road right-of-way
or an access easement, in which case the access easement
shall also be dedicated as a utility easement.
B. 3' mimimum separation required between water line and
storm sewer culverts or 6" separation when waterline
is insulated. Use 1/2" thick Therma-Cel Pipe insulation
in 3'x 4' sheets as manufactured by Nomaca, Inc. or
equally approved by Albemarle County Service Authority.
Insulation to extend 5' beyond centerline of culvert in both
directions or, 5' beyond ends of culvert whbn parallel.
9. Touch read meters are being used by the Albemarle County
Service Authority. To accommodate these meters, meter lids
will require a, 1 3/4" hole tapped into the center of the lid.
Blind taps or plugs shall be provided to prevent debris
from entering the box prior to meter :installation.
10. All water, and sewer appurtenances are to he located
outside of roadside ditches,
il. Certification that 95% compaction is obtained shall be
provided for all -fill areas under water and sewer lines
and appurtenances, This certification shall be signed
by a Professional Geologist. The certification'shall
state the exact area that the certification applies to.
12. Valves on deadend line shall be rodded to provide adequate
restraint for the valve during a future extension of the line.
QUAIL RUN
SITE
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Subdivision
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STORMWATER DETENTION EASEMENT NOTES: REVISIONS
The recording of a County Storrnwater Maintenance Agreernent will be Aug. 8, 1996
required iiin conjunction vith the final plat for any lot adjoining Aug. 27, 1996
AUG.
the Stormwater Detenticn Easement area shown on Sheet 2. AS B20 1997UILT �/4�ER
AND SEWER
MNf 5,1998
0�
D NAL SANEII
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PROFILES .SEW
(See Note A)
DATE
JULY 3, 1996
e e'
NOTE A: The purpose of this revision is to revise the permanent measures
associated with the storm water basin shown on Sheet 2 in order to SCALE
incorporate watix quality provisions(in addition to storm water
detentioq in conj unction with the final site plan requirements for -Lots
2-8 shown on -Le approved Airport Industrial Park
preliminary subtlivision plat® To accomplish this, the Erosion and
Sediment Control Plan has been revised accordingly, and so referenced CONTOUR INTERVAL
on Sheet 2 of this plan.
SOURCE OF SURVEY:
ROUDABUSH, GALE AND ASSOCIATES, INC.
SOURCE OF TOPOGRAPIHY:
JAMES H. BELL, INC.
USGS DATUM
BENCHMARK:
P.K. NAIL !N POWER POLE AT THE SOUTH CORNER
OF THE INTERSECTION OF HUNTERSTAND COURT
AND QUAIL RUN. ELEV = 575.96
SHEEET, i". SITE DATA
SHEET (�1- SITE LAYOUT AND UTILITY EASEMENTS
SHEET S - ROAD AND WATERLINE PROFILES
SHEET - STORM SEWER PROFILES
SHEET' 5, - SANITARY SEWER PROFILES
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JULT"' 39 1996
AS BUILT WATERLINE
A
AND SANITARY SE W ER
AUG. 20, 1997
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Lic. No. 1443E
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CONSTRUCTION NOTES:
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9.
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1) All rill material to be compacted as directed by a qualified geotechnical.
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< 2) All constructed slopes shall not exceed 2:1.
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i3) Water laterals to be extended to the property line and plugged in locations
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t 4) Sewer laterals to extend 201 +/ into property unless otherwise indicated.
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REVISIONS
Aug. 8, 1996
SEPT 2511996
Waterline Extension
AUG 20 1997
AS BUILT WATER
AND SEWER
JULY .24, �t998
DATE
JULY 3, 1996
SCALE
1 rr60'
CONTOUR !NTEHVAL
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2/5
FILE NUMBER
7628