HomeMy WebLinkAboutSUB202100167 Plat - Revision 2021-12-22VICINITY MAP (V = 2000') COURTESY ALBEMARLE CO CIS
NOTES:
1. 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 AND SAID PROPERTY MAY BE SUBJECT TO
INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED ATTORNEY.
2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT
CLERK.
3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED 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, SUBJECT TO NOTE 1.
4. 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 NOS. 51003CO229D & 51003CO235D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS
DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION
OF THIS PROJECT.
5. ALL PARCELS PART OF THIS SUBDIVISION ARE ZONED R6 RESIDENTIAL. ZMA 2016-00005 APPLIES TO TMP 56A2-01-62.
6. ONLY ONE DWELLING UNIT PER PARCEL, EXCEPT FOR AREA DESIGNATED AS "APARTMENT BLOCK".
7. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
8. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
9. THESE PARCELS LIE WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED.
10. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL
ON THE SUBJECT PROPERTY.
11. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE
OF ALBEMARLE COUNTY.
12. ENTRANCE CORRIDOR ZONING OVERLAY APPLIES TO TMP'S 56-57D AND 56A2-01-62. STEEP SLOPE MANAGEMENT
APPLIES TO TMP 56-57D AS SHOWN HEREON SHEET V2.
13. ALL ACSA EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS.
14. A MINIMUM OF 6 DWELLING UNITS WILL BE REQUIRED TO BE DESIGNATED AS AFFORDABLE DWELLINGS FOR THIS PLAT
AND AFFORDABLE DWELLINGS ARE SUBJECT TO SECTION 18-16.4.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
15. ALL NEW PUBLIC RIGHTS -OF -WAY SHOWN HEREON ARE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE.
16. ALL SIGHT DISTANCE EASEMENTS SHOWN HEREON ARE DEDICATED TO PUBLIC USE AND SHALL BE KEPT CLEAR OF
VISUAL OBSTRUCTIONS, INCLUDING, BUT NOT LIMITED TO FENCES, STRUCTURES AND LANDSCAPING.
17. ALL OPEN SPACES AND PRIVATE DRAINAGE EASEMENTS SHALL BE OWNED, CONTROLLED AND MAINTAINED BY THE
FOOTHILL CROSSING COMMUNITY ASSOCIATION, EXCEPT WHERE OTHERWISE SHOWN.
18. "OPEN SPACE G" AS SHOWN HEREON HEREBY DEDICATED TO THE COUNTY OF ALBEMARLE, VIRGINIA.
19. DESIGN OF SIDEWALK AND PLANTING STRIPS MUST BE IN ACCORD WITH THE PROVISIONS OF SECTION 14-422, WITH THE
EXCEPTION OF THE LOCATION OF THESE ELEMENTS WHICH MAY BE LOCATED IN GENERAL ACCORD WITH THE LAYOUT
SHOWN FOR LOTS 56-65 AND LOTS 86-97, AS SHOWN ON THE PRELIMINARY PLAT TITLED "GLENBROOK AT FOOTHILLS
- PHASE III, INITIAL SITE PLAN & PRELIMINARY PLAT PREPARED BY COLLINS ENGINEERING, LAST REVISED MAY 20,
2021.
20. 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.
21. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE.
22. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA
BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE
PEDESTRIANS. THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES.
23. SPECIAL NOTES:
a) ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY
TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S).
b) THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACRID) DOES A VISUAL INSPECTION AND WITNESSES
THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION.
c) THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED
ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES
NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN
THE MAIN AND THE METER(S)/BUILDING(S).
d) THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING
DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
SURVEYOR'S STATEMENT
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL
REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE
COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY
HAVE BEEN COMPLIED WITH.
STATEMENT OF TITLE TMP 56A2-1-62
THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018
AND RECORDED AT D.B. 5039 PG. 66 AND TO THE BEST OF MY KNOWLEDGE THIS
LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56-57D
THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018
AND RECORDED AT D.B. 5039 PG. 66 AND TO THE BEST OF MY KNOWLEDGE THIS
LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56-57B1
THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018
AND RECORDED AT D.B. 5039 PG. 75 AND TO THE BEST OF MY KNOWLEDGE THIS
LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF CONSENT TO DIVISION
(TMP 56-57C & 56-57D)
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND KNOWN AS TAX MAP PARCELS
56-57B1, 56A2-1-62 & 56-57D, ACCORDING TO
COUNTY RECORDS AS SHOWN DESCRIBED WITH
REFERENCES ABOVE, IS WITH THE FREE CONSENT AND
IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
GLENBROOK LLC AGENT REPRESENTATIVE
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS
ACKNOWLEDGED BEFORE ME
BY
ON BEHALF OF GLENBROOK LLC
THIS _ DAY OF _ 20_.
MY COMMISSION EXPIRES:
COUNTY APPROVAL
TMP 56-57D (AREAS 1 & 2) 9.722 AC
TMP 56-57B1 9.314 AC
TMP 56A2-01-62 (AREAS 1 & 2) 1.890 AC
TOTAL PRIVATE LAND AREA 20.926 AC
EXISTING PUBLIC UNDEDICATED R/W 1.043 AC
TOTAL AREA TO BE SUBDIVIDED 21.968 AC
TOTAL AREA TAKEN FROM EXISTING
PUBLIC R/W 0.325 AC
TOTAL AREA DEDICATED TO NEW
PUBLIC R/W 3.623 AC
OPEN
SPACE
A
0.413
AC
OPEN
SPACE
B
0.432
AC
OPEN
SPACE
C
0.218
AC
OPEN
SPACE
D
0.044
AC
OPEN
SPACE
E
0.085
AC
OPEN
SPACE
F
2.564
AC
OPEN
SPACE
G (GREENWAY)
2.289
AC
TOTAL
OPEN
SPACE
6.045
AC
APARTMENT BLOCK 0.935 AC
FUTURE DEVELOPMENT 2.444 AC
TOTAL AREA IN NEW LOTS 8.921 AC
DWELLING UNIT TABLE
TOTAL DWELLING UNITS THIS PLAT: 144
SINGLE FAMILY ATTACHED DWELLING UNITS THIS PLAT: 100
SINGLE FAMILY DETACHED DWELLING UNITS THIS PLAT: 20
MULTI -FAMILY APARTMENT UNITS THIS PLAT: 24
(INCL 6 AFFORDABLE UNITS)
THE BUILDING SETBACKS ARE:
FRONT: 5' MINIMUM
18' MINIMUM FRONT LOADING GARAGE
25' MAXIMUM
SIDE: 5' MINIMUM, UNLESS THE BUILDING SHARES A COMMON WALL.
REAR: 20' MINIMUM
MINIMUM BUILDING SEPARATION IS 10'
AGENT FOR THE BOARD OF SUPERVISORS DATE
SHEET INDEX
V1
COVER SHEET
V2
EXISTING BOUNDARY
V3
BOUNDARY LINE ADJUSTMENT
V4
RIGHT OF ADJUSTMENT
V5
SUBDIVISION OVERVIEW
V6
SUBDIVISION OF LOTS
V7
SUBDIVISION OF LOTS
V8
SUBDIVISION OF LOTS
V9
SUBDIVISION OF LOTS
V10
SUBDIVISION OF LOTS
V11
SUBDIVISION OF LOTS AND TABLES
V12
UTILITY & SIGHT EASEMENTS
V13
UTILITY & SIGHT EASEMENTS
V14
UTILITY & SIGHT EASEMENTS
V15
UTILITY & SIGHT EASEMENTS
V16
UTILITY & SIGHT EASEMENTS
V17
STORM DRAINAGE EASEMENTS
V18
STORM DRAINAGE EASEMENTS
V19
STORM DRAINAGE & WALL EASEMENTS
V20
STORM DRAINAGE & ACCESS EASEMENTS
V21
STORM DRAINAGE & ACCESS EASEMENTS
V22
PRIVATE SIDEWALK EASEMENTS
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2.037 AC.
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PARKSIDE VILLAGE
SUBDIVISION
(OPEN SPACE)
D.B. 3205 PG.
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E:13,125.39'
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D.B. 4787 PG. 549
(HEREBY VACATED)
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D.B. 611 PG. 440
D.B. 692 PG. 148
THESE AREAS DEDICATED
TO PUBLIC R/W IN D.B.
4787 PG. 549 +
EXISTING SANITARY SEWER LINES
SHOWN HEREON AND ALL
ASSOCIATED EASEMENTS HEREBY
ABANADONED/VACATED
-
TMP 56-57D (1)
7.685 AC.
X
TMP 56-57B3
N/F STANLEY MARTIN HOMES
D.B. 5495 PG. 635
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C72
16.54'
13.50'
7013'00"
9.49'
15.53'
S 55*01'17" W
C73
22.77'
13.50'
96'38'23"
15.16'
20.17'
N 28'24'24` W
C74
155.56'
295.50'
30'09'47"
79.63'
153.77'
S 61'38'42" E
C75
13.73'
469.52'
1'40'32"
6.87'
13.73'
N 41'28'27" W
C76
71.72'
j 530.5N
j 7'446`
j 35.9Y
j 71.67'
N 44'30'34" W
C77
392.28'
530.50'
42'22'03'
205.59'
383.40'
N 69'34'02" W
C78
396.90'
469.50'
48'26'08'
211.18'
385.18'
N 66'32'00" W
F iR7
SWM FACILITY ACCESS &
MAINTENANCE EASEMENT
--D.B. 4784 PG. 684
D.B. 4787 PG. 549
(HEREBY VACATED)_ /
N89'59'59"E 216.08'
20' RWSA-J ;
WATER ESMT ,
D.B. 612 PG. 547
ii AREA SUBJECT
TO REZONING
(SEE NOTE 5)
,
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if
1.811 AC.
EXISTING R/W (1)
1-0.237 AC.
DRAINAGE EASEMENTS
D.B. 4787 PG. 549
N89'51'11"W 610.09' 'B'
\ 50' ROADWAY EASEMENT
\ D.B. 2592 PG. 216
\ (HEREBY VACATED)
EXISTING 20' EMERGENCY ACCESS ROAD
AND BICYCLE & PEDESTRIAN PATH EASEMENT J
(D.B. 5420 PG. 586) /
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BOUNDARY LINE TABLE
Line
Direction
Length
L5
N 40'38'11" W
152.44'
L6
N 40'38'11" W
99.87'
L7
N 88'39'26' W
82.11'
L8
S 89'14'56" W
85.89'
L9
S 89'14'56" W
185.61'
\ TMP 56-57B1
\ 9.314 AC.
w \
N N \
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24,332.44'
13,587.84'
N: 25,832.03'
E:13,931.74'
TMP 56A2-1-66
N/F ROBERT FLANAGAN
D.B. 3678 PG. 232
THIS AREA DEDICATED TO PUBLIC
R/W IN D.B. 5075 PG. 664
S89'52'13"E
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TMP 56A2-1-67B
N/F ROBERT FLANAGA
D.B. 2388 PG. 360
PARK RIDGE DRIVE
(VARIABLE WIDTH PUBLIC R/W)
96.78
,
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S29'28'31 "W
-EASEMENT HEREBY VACATED
FROM POINT "A" TO POINT "B"
(SEE SHEET V21 FOR REVISED
LOCATION)
--------------------
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TMP 56A2-1-68
N/F ROUTE 240 HOLDINGS, LLC
D.B. 2675 PG. 384
TMP 56K1-D
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