HomeMy WebLinkAboutSUB202000140 Plat - Submittal (First) 2020-07-27APPROVED FOR RECORDATION
SITE DATA
TMP 56K-A2 & 56-57132 /
Agent, Board Of Supervisors
OWNERS APPROVAL
Date
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND,SUBDIVISION PLAT
GLENBROOKS PHASE IIA LOTS 155-161 IS WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS,PROPRIETORS AND TRUSTEES IF ANY.
GLENBROOK LLC
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS DAY OF 20
Reg.#
My Commission Expires
NOTES:
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE
NECESSARILY INDICATE ALL ENCUMBERANCES 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.
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 I.
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, 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 OF THIS SUBDIVISION ARE ZONED R6 RESIDENTIAL. ZMA 2016-00005 APPLIES TO THESE PARCELS.
6. ONLY ONE DWELLING UNIT PER PARCEL.
7. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
8. THE 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. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED.
12. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER
PROTECTION ORDINANCE OF ALBEMARLE COUNTY.
13. ENTRANCE CORRIDOR ZONING OVERLAY APPLIES TO THE SUBJECT PARCELS.
PLAT PREPARED BY: BRIAN JAMISON
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
ASERVING VRGIN/ACORPORATIONSINCE3 1®
gPROFESSIONAL
956
914 MONTICELLO ROAD-CHARLOTTESVILLE, VIRGINLAMM °
e
PHONE 434OR-C 5-FAX 454-2D"=-EMAIL INFO@ROUDABUSH.00M
OWNER: GLENBROOK LLC \
PO BOX 1467
CHARLOTTESVILLE VA, 22902
LEGAL DESCRIPTION: TAX MAP 56K, PARCEL A2 1l'
TAX MAP 56, PARCEL 57B2
SOURCE OF TITLE: D.B.5039 p.075 C G 0 RAILROAD
D.B.5075 p.672 (PLAT)
MAGISTERIAL DISTRICT: WHITE HALL
DRAINAGE DISTRICT: SOUTH FORK RIVANNA PARK RIDGE DR. RESERVOIR WATERSHED
NEATHELDL
ZONING DISTRICT: R-6
SUBJECT TO PROFFERS OF ZMA-2016-00005
SETBACK REQUIREMENTS:
FRONT MINIMUM = 5' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK TE56-57B2 FIFTHESIDEWALKISOUTSIDEOFTHERIGHT-OF-WAY
aN
FRONT MAXIMUM = 25' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK
IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY; NONE, ON ANY LOT, INCLUDING A COR
LOT, ABUTTING A PRINCIPAL ARTERIAL HIGHWAY OR INTERSTATE
FRONT LOADING GARAGE = 1B' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE
SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY
SIDE LOADING GARAGE = 5' FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE
SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY
GARAGE MAXIMUM = NONE
SIDE = 5'
REAR = 20'
MAXIMUM STRUCTURE HEIGHT = 35'
VICINITY MAP
LINE CHORD BEARING CHORD ARC RADIUS
Cl N83'19'02"E 15.06' 16.16' 12.50'
C2 S61'47'40"E 31.92' 31.92' 427.00'
C3 S67'06'25"E 47.23' 47.26' 427.00'
C4 S73'26'53"E 47.23' 47.26' 427.00'
C5 S79'44'44"E 46.58' 46.61' 427.00'
C6 S83'39'47"E 11.78' 11.78' 427.00'
C7 S82'08'42"E 13.94' 13.94' 173.00'
C8 S68'28'10"E 68.19' 68.64' 173.00'
C9 S05'35'26"E 19.57' 22.48' 12.50'
CIO S40'59'51"W 75.45' 75.54' 439.50'
C11 N83'48'47"W 11.7B' 11.78' 527.00'
C12 N79'53'45"W 60.25' 60.28' 527.00'
C13 N73'26'53"W 58.30' 58.33' 527.00'
C14 N67'06'25"W 58.30' 58.33' 527.00'
C15 N59'44'54"W 76.97' 77.04' 527.00'
SHEET INDEX
SHEET 1 / 8
SHEET 2 / 8
COVER SHEET
SUDIVISION PLAT
SUBDIVISION PLAT
GLENBROOKS PHASE IIA
LOTS 155-161
LOCATED NEAR CROZET
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
AREA SUMMARY
TMP 56-57B2
ORIGINAL 8.502 Ac.
0.330 Ac.
RESIDUE 8.172 Ac.
TMP 56K-A2
ORIGINAL 6.300 Ac.
0.545 Ac.
RESIDUE 5.755
DWELLING UNIT INFORMATION
TOTAL DWELLING UNITS PRIOR PHASE: 93
TOTAL AFFORDABLE DWELLING UNITS PRIOR PHASE: 14 (15%)
TOTAL DWELLING UNITS THIS PHASE: 7
TOTAL AFFORDABLE DWELLING UNITS THIS PHASE: 0 (0%)
TOTAL DWELLING UNITS FUTURE PHASE: 53
TOTAL AFFORDABLE DWELLING UNITS FUTURE PHASE: 9 (17%)
TOTAL AFFORDABLE DWELLING UNITS ALL PHASES: 23 (15%)
DWELLING UNIT TABLE
TOTAL DWELLING UNITS THIS PLAT: 7
SINGLE FAMILY ATTACHED DWELLING UNITS THIS PLAT: 0
SINGLE FAMILY DETACHED DWELLING UNITS THIS PLAT: 7
TOTAL DWELLING UNITS FUTURE PHASE: 53
SINGLE FAMILY ATTACHED UNITS FUTURE PHASE: 16
SINGLE FAMILY DETACHED UNITS FUTURE PHASE: 37
TOTAL DWELLING UNITS ALL PHASES: 153
SINGLE FAMILY ATTACHED UNITS ALL PHASES: 81
SINGLE FAMILY DETACHED UNITS ALL PHASES: 72
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300 Ac. RESIDUE 5.755
SCALE 1" = 30'
0 15 30
60 90 SCALE IN FEET
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PHASE IIA
LOTS 155-161
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REVISED: JULY 27,
2020
SHEET SCALE: 1 " =
30
2\2 FILE:
6234 0.,\
Bjamison\Bjamison\
TMP PRJ\FOOTHILLS PERMITS\gb 2 plat.pro