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SITE DATA
OWNER: PIEDMONT NEIGHBORHOODS, LLC
11111 SUNSET HILLS ROAD, SUITE 200
RESTON, VA 20190
DEVELOPER: SM CHARLOTTESVILLE, LLC
11111 SUNSET HILLS ROAD, SUITE 200
RESTON, VA 20190
PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
TAX MAP PARCEL No: 94 -16 (DB 4498 PG 207 -214)
ZONING: PLANNED RESIDENTIAL DEVELOPMENT
USE: 26 SINGLE FAMILY LOTS
HEIGHT: NOT TO EXCEED 2.5 STORIES
MAGISTERIAL DISTRICT: SCOTTSVILLE
DRAINAGE DISTRICT: RIVANNA RIVER
WATERSHED: MIDDLE RIVANNA RIVER
TOPOGRAPHY: JAMES H. BELL JR., P.C. (U.S.G.S. DATUM)
DATE OF PHOTOGRAPHY FEBRUARY 22, 1998
DATE OF COMPILATION MARCH 12, 1998
ROUDABUSH, GALE & ASSOCIATES
AS -BUILT CONDITIONS FROM GLENMORE PERIMETER ROAD AS-
BUILT ROAD AND UTILITY PLANS - CARROLL CREEK ROAD AND
FARRINGTON ROAD PLANS DATED APRIL 4, 2008
DATUM: NAVD 29
BENCHMARK: EX. SANITARY MANHOLE TC 7 -A TOP= 278.17
CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. THE
LIMITS OF THE CRITICAL SLOPES WERE DETERMINED BY THE
ANALYSIS OF THE EXISTING TOPOGRAPHY FROM THE AERIAL
SURVEY. SEE PLAN FOR LOCATION.
FLOODPLAIN: A PORTION OF THIS PROJECT IS LOCATED WITHIN ZONE "A
AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY
PANEL NUMBERS 51003CO450D AND 51003C0475D.
EFFECTIVE DATE: FEBRUARY 4, 2005.
ALL LOTS CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PARCEL.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL- FORESTAL DISTRICT.
THIS SITE IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED.
THERE WILL BE NO OUTDOOR LIGHTING ABOVE 3,000 LUMENS.
LOT AREAS
Lot #
Area (Ac)
1
0.60
2:,:
E- 0.47'
3
0.77
4
0.66
5
0.66
6
0.62
7
0.78
8
0.71
9
0.64
10
0.45
11
0.48
12
0.46
13
0.37
14
0.33
15
0.40
16
0.52
17
0.88
18
0.59
19
.0.85
20
0.67
21
0.59
22
0.69
23
0.55
24
0.54
25
0.54
26
0.64
SETBACKS
FRONT: 25'
SIDE: 15'
REAR: 20'
kREA S U M r
LOTS # t
RIGHT OF`WAY
OPEN SPACE
TOTAL AREA`
DENSITY
26 LOTS /36.7 AC • 0.71 DU / AC
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OARI ES
15.5 Ac.
2.4 Ac.
18.8 Ac.
36.7 Ac.
GLENMO . RE
SECTION K2C
PRELIMINARY SUBDIVISION PLAT
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VICINITY MAP
SCALE: 1 " =2000 FEET
50' PRIVATE R/W
I I
R/W
SURFACE
9 1 1.5" SM -9.5
i - x-1/4" : V 1 1/4" : 1',
BADE SUBBASE
2.5" BM -25 4" AGGREGATE (21A)
6.5' 4.5' 4 10' 10'
GRASS LINED GRASS TRAVEL LANE TRAVEL LANE
DITCH SHOULDER
TYPICAL SECTION
ROAD "A" & "B"
N.T.S.
SHEET INDEX
SHEET 1 ---- - - - - -- COVER SHEET
SHEET 2 ---- - - - - -- OVERALL PLAN
SHEET 3 ---- - - - - -- EXISTING CONDITIONS
SHEET 4 ----- - - - - -- EXISTING CONDITIONS
SHEET 5 ---- - - - - -- LAYOUT PLAN & UTILITY PLAN
- SHEET 6 ----- - - - - -- LAYOUT PLAN & UTILITY PLAN
SHEET 7 ---- - - - - -- GRADING PLAN
SHEET 8 ----- - - - - -- GRADING PLAN
SHEET 9 ---- - - - - -- ZONING REQUIREMENTS
. 04
GENERAL CONSTRUCTION NOTES
1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY,
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INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED
. "
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
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DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. "
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WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
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GOVERN.
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2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
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SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
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3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
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ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
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4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
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MULCHED.
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5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE
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REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
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ACHIEVED.
6.
PAVED, RIP -n^tiR OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN
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THE OPINION CF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
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NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
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7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES.
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8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
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'CONCRETE PIPE - CLASS III.
9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
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OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR STREETS
1.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE
DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY
THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296- 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
R/W
ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
±; 3.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE
3 ' 1
PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE
COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A
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BOUNDARY LINE OR A NATURAL WATERCOURSE.
1
4.
GUARDRAIL�LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND
. 3 '
APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF
CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT
SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
4'
4.5'
6.5'
DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED
GRASS
GRASS
-LINED
FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF
SHOULDER DITCH
GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN
(7) FEET.
5.
WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES,SHALL CONFORM TO VDOT CG -9(A, B OR C).
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1.
7.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND
DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL
BE STRICTLY ADHERED TO.
8.
ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION
PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO
SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL
AND VOID.
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE
ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE
AND MANUAL.
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE
�Z,TH OF
INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY
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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
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DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12.
VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS UNDER TO BE INSTALLED UNDER
WILLIAM J. LEDBETfER
THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG
Lic. No. 1507 -B
POINTS AS SHOWN ON THE ROAD PROFILES.
13.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND
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DEEMED E
SUR�E�6�
ONS.
THE VIDEO INSPECTION
IION SHALLIBE CONDUCTED IN ACCORDANCE WITH VDOT'
VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY
INSPECTOR PRESENT.
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