HomeMy WebLinkAboutSUB202100094 Plat - Submittal (First) 2021-05-03Darden
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SHEET INDEX
V1 COVER SHEET
V2 SUBDIVISION PLAT
V3 CURVE TABLES AND OPEN SPACE CHART
STATEMENT OF TITLE
THE LAND SHOWN WAS OBTAINED BY
LIBERTY LAND LTD. AS RECORDED IN DEED
BOOK 4745 PAGE 648, AND TO THE BEST
OF MY KNOWLEDGE MEETS ALL THE
REQUIREMENTS REGARDING THE PLATTING
OF SUBDIVISIONS.
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ORIGINAL TMP 78A-1- 266.078 AC.
NEW LOTS PHASE 2 SEC. 9 - 6.424 AC.
RESIDUE TMP 78A-1- 259.654 AC.
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STATEMENT OF CONSENT TO DIVISION
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THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND KNOWN
BY CURRENT COUNTY RECORDS AS TAX MAP 78A PARCEL 1 IS WITH THE
FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
LIBERTY LAND LTD. (AUTHORIZED REPRESENTATIVE)
660 HUNTERS PL #101
CHARLOTTESVILLE VA, 22901
COMMONWEALTH OF VIRGINIA -
CITY/COUNTY OF:______________
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS _ DAY OF _______ 20__.
NAME / TITLE
SIGNATURE OF NOTARY PUBLIC
REG. NO.:
MY COMMISSION EXPIRES: __
NOTES
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THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON.
THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE
OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. THERE
ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN.
THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD
HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO295D.
THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS
BEEN PERFORMED AS A PORTION OF THIS PROJECT.
THIS PARCEL DOES NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT.
THIS SUBDIVISION IS LOCATED IN THE MIDDLE RIVANNA RIVER WATERSHED. THIS PARCEL IS
NOT WITHIN A WATER SUPPLY PROTECTION AREA.
EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
IRON PINS SHALL BE SET AT ALL LOT CORNERS UNLESS OTHERWISE NOTED.
THIS SUBDIVISION IS ZONED PRD AND IS SUBJECT TO PROFFERS: ZMA-1979-00006,
ZMA-1980-00003 & ZMA-1990-00022 .
THE SETBACKS FOR THE PROPERTY ARE AS FOLLOWS:
FRONT - 15'
SIDE - 15.5'
REAR - 15.5'
FROM R/W - 25'
THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO
THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE
VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE.
20' DRAINAGE AND UTILITY EASEMENTS TO BE CENTERED ON ALL LOT BOUNDARIES.
THE NEW LOTS CREATED WITH THIS SUBDIVISION SHALL BE SERVED BY PUBLIC WATER AND
PRIVATE SEPTIC FIELDS. THE SEPTIC SETBACK IS 100' FROM ALL STREAMS. THERE ARE NO
STREAM BUFFERS WITHIN THIS AREA PER MAPS SHOWN ON THE COUNTY OF ALBEMARLE GIS
WEBSITE. THE 20' WATERLINE EASEMENT ALONG SUMMIT RIDGE TRAIL HAS BEEN DEDICATED
TO THE ALBEMARLE COUNTY SERVICE AUTHORITY FOR USE AS A UTILITY EASEMENT TO
SERVICE THESE LOTS AT DB 4028 PG 721.
LAND USE: 6.424 AC. FOR (5) SINGLE FAMILY RESIDENCES. DENSITY = 1 DU/1.285 AC.
THIS PROPERTY IS SUBJECT TO THE COVENANTS AND RESTRICTIONS LISTED IN DB 693 PG
780 AMENDED BY DB 765 PG 253, DB 2568 PG121 AND DB 3368 PG 276. PER ARTICLE IV,
SECTIONS 4.01 & 4.03 THE ASSOCIATION SHALL BE RESPONSIBLE FOR THE EXCLUSIVE
MANAGEMENT, MAINTENANCE, OPERATION AND CONTROL OF THE STREETS, DRAINAGE
FACILITIES AND SYSTEMS, COMMON AREAS AND ALL IMPROVEMENTS THEREON. THE
ASSOCIATION RESERVES THE RIGHT TO GRANT EASEMENTS OVER THE COMMON AREAS TO THE
OWNER(S) OF ADJOINING LOTS FOR THE PURPOSE OF INSTALLING, OPERATING AND
MAINTAINING SEPTIC DISPOSAL SYSTEMS SERVING IMPROVEMENTS CONSTRUCTED ON SUCH
LOTS. PER ARTICLE VIII, SECTION 8.01 THE DEVELOPER RESERVES FOR ITSELF, ITS
SUCCESSORS AND ASSIGNS, A PERPETUAL AND ALIENABLE EASEMENT AND RIGHT OF WAY OF
10' IN WIDTH IN THE PROXIMITY OF THE FRONT AND BOTH SIDE LINES OF EACH LOT AND 15'
IN WIDTH IN THE PROXIMITY OF THE REAR LINE OF EACH LOT FOR THE INSTALLATION,
MAINTENANCE, INSPECTION, REPLACEMENT AND REPAIR OF UNDERGROUND ELECTRICAL,
TELEPHONE, WATER, SEWER, GAS, TELEVISION, AND DRAINAGE LINES, FACILITIES AND
EQUIPMENT. THESE EASEMENTS SHALL INCLUDE THE RIGHT OF INGRESS AND EGRESS, THE
RIGHT TO CUT TREES, BRUSH AND SHRUBBERY, THE RIGHT TO GRADE THE SOIL, AND THE
RIGHT TO TAKE OTHER REASONABLE ACTION NECESSARY TO PROVIDE ECONOMICAL AND SAFE
UTILITY AND DRAINAGE FACILITIES.
ACCORDING TO DB 3791 PG 537 ZMA 80-03 PROVIDES FOR 228 LOTS IN ASHCROFT.
CURRENTLY THERE ARE 102 LOTS IN PHASE I, AND 38 LOTS IN PHASE II. WITH THE
RECORDATION OF THIS PLAT, THE TOTAL NUMBER OF LOTS WILL BE 145.
SEE CHART ON SHEET V3 FOR OPEN SPACE AREA DEDICATED TO DATE.
THESE LOTS ARE SERVED BY PUBLIC WATER SYSTEM. UNDER CURRENT COUNTY POLICY,
PUBLIC SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY.
THERE ARE NO KNOWN GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF BURIAL
LOCATED ON THE PROPERTY.
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L:\Projects\Civil Projects\2015115.00121SURVEY\DWG\SUBDIVISION\15.0012-ASHCROFT PH2 SEC9-FINAL.dwg
SECTION NO. OF LOTS LOT ACREAGE OPEN SPACE % DB/ PG REF.
1 26 35.780 13.420 27.28% 693/780
2 20 28.390 9.580 26.23% 703/685
3 17 19.987 6.790 25.36% 737/428
4 15 18.400 6.840 27.10% 803/612
5 24 29.780 11.671 28.16% 1138/479
TOTALS 102 132.337 48.301 26.74%
TOTALS FOR PHASES 1 & 2
NO. OF LOTS- 145
LOT ACREAGE 190.388
OPEN SPACE ACREAGE 79.51
TOTALACREAGE 269.898 REQUIRED OPEN SPACE (25%) 67.475
OPEN SPACE 29.46% ACRES ABOVE REQUIREMENT 12.036
TOTALS FOR PHASES 1 & 2
NO. OF LOTS- 145
LOT ACREAGE 190.388
OPEN SPACE ACREAGE 79.51
TOTALACREAGE 269.898 REQUIRED OPEN SPACE (25%) 67.475
OPEN SPACE 29.46% ACRES ABOVE REQUIREMENT 12.036
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SECTION NO. OF LOTS LOTACREAGE Lift
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EAGE OPEN SPACE % DB/ PG REF.
1 6 10.404 3.132 23.14% 1547/313
2 2 2.349 0.000 0.00% 1688/533
3 7 10.949 19.658 64.23% 1847/184
4 13 14.391 5.450 27.47% 1142/426 & 3342/546
6 6 7.636 2.546 26.00% 3791/537
8 S 5.898 0.424 6.71% 4745/648
9 5 6.424 0.000 0.00% CURRENT PHASE
TOTALS 43 58.051 31.209 34.96%
BOUNDARY CURVE TABLE
Curve Length Radius Delta Tangent Chord Chord Bearing
C1 107.70' 275.00' 22'26'19" 54.55' 107.01' S 71'30'26" W
C2 327.11' 275.00' 68'09'13" 186.03' 308.17' N 63"11'47" W
C3 29.55' 275.00' 6'09'28" 14.79' 29.54' S 26'02'28" E
C4 464.37' 275.00' 96'45'00" 309.47' 411.13' S 71'20'13" E
CS 149.42' 580.00' 14'45'38" 75.13' 149.01' N 30'20'32" W
C\Projects\Civil Projects\2015\15.0012\SURVEV\DWG\SUBDIVISION\75.0012-ASHCROFT PH2 SEC9-FINAL.dwg
BOUNDARY CURVE TABLE
Curve Length Radius Delta Tangent Chord Chord Bearing
C1 107.70' 275.00' 22'26'19" 54.55' 107.01' S 71'30'26" W
C2 327.11' 275.00' 68'09'13" 186.03' 308.17' N 63"11'47" W
C3 29.55' 275.00' 6'09'28" 14.79' 29.54' S 26'02'28" E
C4 464.37' 275.00' 96'45'00" 309.47' 411.13' S 71'20'13" E
CS 149.42' 580.00' 14'45'38" 75.13' 149.01' N 30'20'32" W
C\Projects\Civil Projects\2015\15.0012\SURVEV\DWG\SUBDIVISION\75.0012-ASHCROFT PH2 SEC9-FINAL.dwg
C\Projects\Civil Projects\2015\15.0012\SURVEV\DWG\SUBDIVISION\75.0012-ASHCROFT PH2 SEC9-FINAL.dwg