HomeMy WebLinkAboutSUB201700160 Plat - Submittal (First) Easement Plat 2017-09-14��� STATEMENT OF CONSENT TO DIVISION
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Length
Radius
Delta
20 COUNTY APPROVAL
Chord
Chord Bearing
C1
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815.50'
13'41'28"
97.90'
194.40'
S 86'35'21" E
C2
131.72'
815.50'
91517"
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THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
N 81'56'17" E
C3
326.59'
815.50'
22'56'45"
165.51'
324.41'
N 88'47'01" E
KNOWN A TAX MAP 78 PARCEL 11 ACCORDING T COUNTY RECO
S A R I 0 RDS
SCALE e
86'32'58"
32.95'
47.98'
S 59'25'04" E
C5
192.47'
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i� IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
190.87'
S 28'57'03" E
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OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
AGENT FOR THE BOARD OF SUPERVISORS
DATE
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ALBEMARLE LAND, LLC
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STATE OF VIRGINIA
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„ { TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME�o°,
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F'S THIS —_ DAY OF--------- 2017.
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VARIABLE WIDTH
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PUBLIC DRAINAGE
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EASEMENT
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DB 3520 PG 644
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BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
194.87'
815.50'
13'41'28"
97.90'
194.40'
S 86'35'21" E
C2
131.72'
815.50'
91517"
66.01'
131.58'
N 81'56'17" E
C3
326.59'
815.50'
22'56'45"
165.51'
324.41'
N 88'47'01" E
C4
52.87'
35.00'
86'32'58"
32.95'
47.98'
S 59'25'04" E
C5
192.47'
430.50'
25'36'57"
97.87'
190.87'
S 28'57'03" E
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6, SUBJECT PROPERTY DOES NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE. FRONT MAX. — 30 FEET FROM THE RIGHT—OF—WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS
7. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED. OUTSIDE OF THE RIGHT—OF—WAY, PROVIDED THAT THIS MAXIMUM SETBACK SHALL NOT APPLY TO ANY SHEET NO:
8. ZONING INFORMATION: — HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR. PROPERTY CONTAINS AREAS OF MANAGED STEEP STRUCTURE EXISTING ON JUNE 3, 2015 AND TO ANY STRUCTURE DEPICTED ON AN APPROVED FINAL
SLOPES AND LIES WITHIN THE DAM INUNDATION ZONE AND FLOOD HAZARD OVERLAY SITE PLAN THAT IS VALID ON JUNE 3, 2015 AS HAVING A FRONT SETBACK GREATER THAN 30 FEET;
9. ZONING INFORMATION TMP 78-15C3: ZONING — HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR. PROPERTY CONTAINS AREAS OF NONE, ON ANY LOT, INCLUDING A CORNER LOT, ABUTTING A PRINCIPAL ARTERIAL HIGHWAY
MANAGED STEEP SLOPES.
10. NO GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF BURIAL HAVE BEEN OBSERVED ON THIS PROPERTY. SIDE & REAR —IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: V 1
11. THIS SUBDIVISION WILL BE SERVED BY A PUBLIC WATER SUPPLY AND A PUBLIC SEWER SYSTEM. (1) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET
12. THE FOLLOWING PRIVATE EASEMENTS SHOWN HEREON ON SHEET V2, LABELED "20' PRIVATE SANITARY SEWER EASEMENT", ON FROM THE DISTRICT BOUNDARY; AND
SHEET V3 LABELED "20' PRIVATE DRAINAGE EASEMENT", AND ON SHEET V4 LABELED "26' PRIVATE ACCESS EASEMENT" AND (II) NO OFF—STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE
"80' PRIVATE ACCESS EASEMENT" ARE TO HELD BY THE PROPERTY OWNER. DISTRICT BOUNDARY. 1 OF 4
13. THE FOLLOWING EASEMENTS SHOWN HEREON ON SHEET V2, LABELED AS "ACSA SANITARY SEWER EASEMENT" AND "ACSA
WATER LINE EASEMENT" ARE HEREBY DEDICATED TO PUBLIC USE. IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE
14. OWNER OF RECORD: ALBEMARLE LAND, LLC. SOURCE OF TITLE: DB 4416 PG 460. PLAT: DB 3520 PG 644 CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. DATE: SEPTEMBER 14, 2017
SANITARY EASEMENTS WATERLINE EASEMENTS
Line Direction Length Line Direction Length
SE1 S 1317'23" W 17.95' WE1 S 12'34'09" E 52.05'
SE2 S 68'46'20" W 150.47' WE2 S 62'21'00" E 39.94'
SE3 S 53.32'55" W 97.93' WE3 S 51'06'00" E 68.87' A
SE4 S 30'59'50" W 86.68' WE4 S 06'06'00" E 129.41'
SE5 N 80'35'01" W 106.07' WE5 S 17'21'00" E 83.82' �`L,� �� �� �O
SE6 S 78'58'00" W 68.78' WE6 S 62'21'00" E 36.23'
SE7 N 74'01'10" W 82.14' WE7 S 88'19'14" E 90.51' \� �� ��T 0
SE8 N 62'02'57" W 292.61' WE8 S 83'54'00" W 14.30'
SE9 N 27'57'03" E 38.51' WE9 N 83'54'00" E 35.00'
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SE10 S 65'02'30" W 48.52' WE10 N 27'39'00" E 20.25' g1 (¶E)
SE11 N 35'56'33" W 78.05' WE11 N 01'20'11" W 15.59'
SE12 N 16'30'30" W 155.07' WE12 N 08'38'33" E 37.39' i�/ �/ 20' ACSA SANITARY \ \
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WE13 N 80'20 07 W 38.55 SEWER EASEMENT
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WE14 S 7725'51" W28.17' y1;C. i / TO CENTER
WE15 S 77'18'39" W 14.28' \ /4D
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WE16 S 12'41'21" E 12.39'
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�VARIABLE WIDTH / �� 10' ACSA WATER �'
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ti9 �E ACSA WATER LINE LINE EASEMENT 10' ACSA WATER ; '
l EASEMENT r (WE10) CALLS TO, LINE EASEMENT
(WE13-WE16) �� CENTER �,.- \ (VVE8) * CALLS TO LOT 3
10' ACSA WATER CENTER 1.477 AC.
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� LINE EASEMENT •\ `'
(WE9) * CALLS TOrr
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20' ACSA WATER \
9� LINE EASEMENT /
(WE11) CALLS TO •� �i'�,�� F � f °�I�iE�
10' ACSA WATERLOT 2
CENTER ��
LINE EASEMENT
2.254 AC.•� , °E: = t -f r �
(WE12) *CALLS TO r 20' ACSA WATER •�
LINE EASEMENT
CENTER
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(WEl-WE7) CALLS
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20ACSA SANITARY
LOT 1 SEWER EASEMENT I
(SE2-SE6) CALLS I i
1.080 AC. TO CENTER i
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SEWER EASEMENT
(SE8-SE9) CALLS TO
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TMP 78-10
N/F CARMAX AUTO SUPERSTORES INC.
DB 3369 PC 663
PLAT DB 2860 PC 231
* 10' WATERLINE EASEMENTS MARKED
WITH AN ASTERISK CONTINUE TO
THE FACE OF THE FUTURE BUILDING.
LENGTHS ARE APPROXIMATE.
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3,20 P 644
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PANTOPS OWNERS
ASSOCIATION, INC.
DB 4909 PC 543
PLAT DB 3530 PC 133
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PROJECT NO: 16.0023
SHEET NO:
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DATE: SEPTEMBER 14, 2017
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PROJECT NO: 16.0023
SHEET NO:
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DATE: SEPTEMBER 14, 2017
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TMP 78-10 PLAT DB 3530 PC 133
TMP 78- I OA 1( 9) N/F CARMAX AUTO SUPERSTORES INC. I �+
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SCALE: I"=40'
DATE: SEPTEMBER 14, 2017
DRAINAGE EASEMENTS
Line
Direction
Length
DE1
N 46'05'16" E
103.64°
DE2
S 79'17'20" E
11.48'
DE3
N 30'59'50" E
85.61'
DE4
N 56'50'33" E
53.65'
DE5
N 82'27'21" E
35.75'
DE6
N 84'33'35" E
142.85'
DE7
N 88'54'40" E
89.29'
DE8
S 49'12'39" E
39.91'
DE9
S 37'36'07" E
87.90'
DE10
S 52'19'03" E
78.81'
DE11
N 10'51'40" E
96.16'
DE12
N 14'28'55" W
95.47'
DE13
N 06'11'58" W
63.25'
DE14
N 08'48'15" E
100.26'
DE15
N 74'55'01" W
26.74'
DE16
N 07'48'01" W
30.60'
DE17
N 34'49'03" W
31.93'
DE18
N 18'44'28" E
62.05'
DE19
N 80'05'06" W
i 00.32'
DE20
S 83'22'08" E
59.22'
DE21
N 33'40'29" E
72.25'
DE22
N 18'29'59" E
46.78'
DE23
N 25'15'40" E
24.47'
DE24
S 52'36'35" W
29.47'
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