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PERMANENT
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' EASEMENT.
I. D.B. 1961-642
(
25' DEDICATION
TO PUBLIC USE
D.B. 1951-642
I LOT 2C
PREEXISTING SCRIPTIVE
EASEMENT
VICINITY MAP SCALE 1" = 4000'
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1 EASEMENT. ; ` ,'
D.B. 1961-642
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ASSUMED ELEVATION = 500.00 ,'
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TYPICAL SECTION
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SURFACE: PRIME &DOUBLE SEAL
BASE 6" DEPTH AGGREGATE BASE MATERIAL (ACCORDING TO JOSH GOLOSCHMIDT)
NOTES
1. THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE
COUNTY OF ALBEMARLE, VIRGINIA.
2. PRIOR TO COMMENCEMANT 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 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 INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE
DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
4. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL
).
EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ( 29 CFR PART 1926ROAD
5. � PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED
EROSION AND SILTATION CONTROL MEASURES SHALL BE
PRIOR TO ANY CLEARING, GRADING OR OTHER C)NST.
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE (• ERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2: 1. WHERE REASONABLY
OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE 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 OUTFACE EASEMENTS ARE TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE ) .
B. ALL DRAINAGE INLETS SHALL HAVE A 2-INCH LOCAL DEPRESSION.
9. GUARDRAIL LOCATIONS WHERE SHOWN HEREON ARE APPROXIMATE, EXACT LENGTH, LOCATION AND 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 IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE
OF PAVEMENT TO THE FACE OF GUARDRAIL AND :'HOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. ( )
10. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9A OR CG-9B.
11. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT 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 ON ALL RESIDENTIAL SUBDIVISION.
14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL
BE STRICTLY ADHERED T0. EXCEPTIONS WILL NOT BE ALLOWED.
15. UPON COMPLETION OF THE ROADWAY CONSTRUCTIONS, 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 BE 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. LOCATION OF ALL SIGNS TO BE SHOWN ON THE PLAN : STOP SIGN,, STREET NAME SIGN, SPEED LIMIT SIGN, ETC.
( SPEED LIMIT TO BE POSTED 5 MPH BELOW DESIGN SPEED) .
19. ALL REQUIRED SIGNS TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE.
20. CONTRACTOR SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE. CROSS SLOPES SHALL BE MAINTAINED AS SHOWN.
PLAN &BUILT PROFILE
OF PRIVATE ROAD TO SERVE
NORTHWOODS
LOCATED ON STATE ROUTE 677
SAMUEL MILLER DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE : 1 = 30 HORIZ . DATE JAN . 29, 2002
PROFILE . 1 = 50 HORIZ. & 1 = 5 VERT.
FOR
PIERSON PROPERTIES, INC.
ROGER W. RAY G ASSOC., INC.
1717-1B ALLIED STREET
CHARLOTTESVILLE, VIRGINIA 22903
804-293-3195
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