HomeMy WebLinkAboutSUB202000206 Plat - Revision 2021-04-08 (2)OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTE
PHASE 1A IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF
THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES ALL STATEMENTS
AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
WH PROPERTIES LIMITED PARTNERSHIP NORTH POINTE CHARLOTTESVILLE LLC
LENDER:
FIRST BANK & TRUST COMPANY
BY. (SEAL)
JONATHAN B. COMER, SENIOR VICE-PRESIDENT
COMMERCIAL LOAN OFFICER
STATE OF VIRGINIA
CITY/COUNTY OF TO WIT.•
11 , A NOTARY PUBLIC IN AND FOR THE
COMMONWEALTH AT LARGE, STATE OF VIRGINIA, DO HEREBY CERTIFY THAT,
WHOSE NAME IS SIGNED TO THE
FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME
BEFORE ME IN MY STATE AFORESAID.
GIVEN UNDER MY HAND THIS ___DAY OF __________-- 20__.
MY COMMISSION EXPIRES ____
NOTARY PUBLIC
STATE OF VIRGINIA
CITY/COUNTY OF _________________TO WIT
I, I A NOTARY PUBLIC IN AND FOR THE
COMMONWEALTH AT LARGE, STATE OF VIRGINIA, DO HEREBY CERTIFY THAT,
WHOSE NAME IS SIGNED TO THE
FOREGOING SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED THE SAME
BEFORE ME IN MY STATE AFORESAID.
GIVEN UNDER MY HAND THIS DAY OF
MY COMMISSION EXPIRES______
NOTARY PUBLIC
SURVEYOR'S CERTIFICATE
TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE REQUIREMENTS AS SET
FORTH IN THE ORDINANCE FOR APPROVING SUBDIVISION PLATS FOR RECORDATION
IN ALBEMARLE COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL BE
SET WITHIN ONE (1) YEAR OF RECORDA770N.
MAYIARD J. TINSMAN 111
BOARD OF SUPERVISORS
DESIGNATED AGENT DATE
LAST REVISIONS
1112012020
0210412021
DRAWN BY.• SDF
SITE DA TA
OWNER: CWH PROPERTIES LIMITED PARTNERSHIP
DAVID MITCHELL, ELT.
P.O. BOX 5526
CHARLOTTESVILLE VA. 22905
PHONE: (434) 296-4109
FAX. 434)963-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
OWNER: NORTH POINTE CHARLOTTESOLLE LLC
DAVID MITCHELL, ELT.
P.O. BOX 5526
CHARLOTTESVILLE VA. 22905
PHONE: (434) 296-4109
FAX: 454)963-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
SOURCE OF TITLE: CWH PROPERTIES LIMITED PARTNERSHIP
IMP 32-20 (PART OF) D.B.
2309, PG. 419,
NORTH POINTE CHARLOTTESOLLE LLC
IMP 32-23 (PART OF) D.B.
5432, PG. 396
IMP 32-23J D.B. 5432, PG.
396, &
IMP 32-29I D.B. 5369, PG.
222
MAGISTERIAL DISTRICT. • RIVANNA
DRAINAGE DISTRICT. • NORTH FORK RIVANNA, JACOBS RUN
ZONING DISTRICT PD-MC
(PLANNED DEVELOPMENT MIXED
COMMERCIAL)
SINGLE FAMILY DETACHED LOTS 66-84 & 107
SETBACK REQUIREMENTS: FRONT- MIN 10' MAX
18'
SIDE- 6'
REAR- 20'
GARAGE DOORWAY- 18'
ZERO LOT LINE LOTS 85-106
SETBACK REQUIREMENTS FRONT- MIN 10' MAX
18,
SIDE- 0, BUT 10' BETWEEN BUILDINGS
REAR- 10'
GARAGE DOORWAY- 18'
• DENOTES 518" IRON RODS TO BE SET WITHIN
ONE (1) YEAR OF
RECORDATION.
TYPICAL EASEMENT UNLESS
OTHERWISE INDICATED FOR
U77LI77ES ON OR W/THIN 10'
OF PRIVATE LOTS.
11011 I STRUCTURE FIRE L CENTER OF PIPE OR CENTER
LHYDRANT BLOW -OFF OF DRAINAGE SWALE
ASSEMBLY OR WATER CHANNEL.
METER ASSEMBLY.
ZONING NOTES
1. THIS PROPERTY CONTAINS THE FOLLOWING OVERLAYS"
AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, FLOOD HAZARD
OVERLAY (100 YEAR FLOODPLAIN), STEEP SLOPES (MANAGED
AND PRESERVED), AND WATER PROTECT70N ORDINANCE
(WPO)BUFFERS.
2. THIS PROPERTY IS SUBJECT TO ZMA2013-14, ZMA2013-7,
ZMA2000-9, SP2015-03, AND SP2002-72
Affordable Units "For Sale" Trackine Table North Pointe
Single Family Multi Family Other AH Total For
Unit Type
AHFor Sale
AHFor Sale
For Sale
Sale
Required
1 16
12
12
40
Phase 1A Proposed AH
3
0
0
3
For Sale Units of all Types in Phase lA
41
0
0
41
%of AH Proposed
11175%
0.009,
0.00%
7.50%
Previous Provided AH For Sale
0
0
0
0
Total Provided To Date
3
0
0
3
Total %Provided To Date
11175%
1100%
0.00%
7.50%
Affordable Units "For Rent" Tra
Multi Family
UnItType AH For Sale
Required 1 66
Phase 1A Proposed AH 0
For Rent Units of all types in Phase lA 0
%of AH Proposed 0%
Previous Provided All For Sale 0
Total Provided To Date 0
Total %Provided To Date 0%
Table North Pointe
Note: "Previously Provided" may include units not previouslyproposed but qualified under the North Pointe
Charlottesville, LLCZMA-2000-00$ SP-2002-72 and ZMA 201300W71yorth Point Proffer Amendment Section 8.2
CHECKED BY ENGINEER:
NOTES
1. THE DEVELOPER RESERVES ALL THOSE DRAINAGE
EASEMENTS AS WILL BE NECESSARY TO PROPERLY
MAINTAIN ALL ROADS. TWENTY FOOT EASEMENTS WILL
BE CENTERED ON ALL DRAINAGE CULVERTS AND ALL
DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUCH
EASEMENTS SHALL TERMINATE AT NATURAL WATER
COURSES
2. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO
PUBLIC USE.
J. COMMON AREAS/OPEN SPACES ARE RESERVED WITH
PRIORITY FOR WATER SANITARY AND STORM SEWER
WHERE APPLICABLE. BUT NOT TO THE EXCLUSION OF
OTHER USES, AS PERMITTED BY SECTION 4.7 OF
CHAPTER 18 OF THE ALBERMARLE COUNTY CODE.
4. SUBJECT PROPERTIES APPEAR TO LIE IN FLOOD
INSURANCE RATE MAP ZONE X & AE(AREAS OF
MINIMAL FLOODING) AS SHOWN ON COMMUNITY PANEL
NUMBER 51003CO145D, EFFECTIVE 0210412005
5. ALL ROADS ARE TO BE DEDICATED TO THE COUNTY FOR
PUBLIC USE.
6. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER,
AND ELECTRICITY
7. ONLY ONE DWELLING UNIT PER LOT
8. THE DEVELOPER RESERVES ALL THOSE WATER AND
SEWER EASEMENTS THAT WILL BE REQUIRED BY
A. C. S A. IN ORDER TO ASSUME THE MAINTENANCE
RESPONSIBILITY FOR THESE UTILITIES THESE
EASEMENTS WILL BE CENTERED ON THE FACILITIES
WHEN CONSTRUCTED. APPROXIMATE SANITARY SEWER
EASEMENT LOCATIONS ARE SHOWN HEREON
9. COMMON AREAS/OPEN SPACE SHALL BE OWNED AND
MAINTAINED BY THE NORTH POINTE HOMEOWNERS
A SSOCIA T70N
10. THESE PARCELS ARE WITHIN THE SOUTH FORK RIVANNA
RESERVOIR WATER SUPPLY WATERSHED.
11. THIS PARCEL IS NOT WITHIN AN
AGRICULTURAL -FORESTAL DISTRICT
12. AN APPROVED LANDSCAPE PLAN IS REQUIRED TO THE
ISSUANCE OF THE 1ST CO OF ANY OF THE DWELLINGS
UNITS ON ANY OF THE LOTS ABUTTING PRITCHETT
LANE
13 AN OVERLOT GRADING PLAN MUST BE APPROVED BY
THE COUNTY ENGINEER PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT FOR A NEW RESIDENCE ON ANY
SUBDIVISION LOT LESS THAN 15,000 SF IN SIZE.
14.CARRIAGE UNITS SHALL MEET THE REQUIREMENTS FOR A
SINGLE-FAMILY DWELLING AS DEFINED IN THE VIRGINIA
UNIFORM STATEWIDE BUILDING CODE, AND SHALL BE
ON THE SAME PARCEL AS THE PRIMARY DWELLING
UNIT TO WHICH IT IS ACCESSORY, AND SHALL NOT BE
SUBDIVIDED FRO THE PRIMARY RESIDENCE. THESE
RESTRICT70NS MUST BE INCORPORATED INTO EACH
DEED CONVEYING TITLE OF SUCH PARCELS.
15.OPEN SPACE HEREBY DEDICATED TO THE HOA FOR
RECREATION AMENITIES.
16. ALL RESIDENTIAL USES SHALL BE SERVED BY GRAVITY
SANITARY SEWERS; HOWEVER, BASEMENTS MAY BE
SERVED BY GRINDER PUMPS.
17. PARCEL [LETTER OR NUMBER] AND THE RESIDUE OF TAX
MAP/PARCEL [NUMBERS] EACH CONTAIN A BUILDING
SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE
18. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE
MANAGED ION ACCORDANCE WITH THE ALBERMARLE
COUNTY WATER PROTECT70N ORDINANCE
19. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM
THE MAIN TO THE STRUCTURES LOCATED ON PRIVATE
PROPERTY MUST HAVE A VISUAL INSPECT70N
PERFORMED BY THE BUILDING DEPARTMENT.
20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES
ARE BELOW THE ELEVATION OF THE MANHOLE COVER
OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC
SEWER, THE FIXTURES SHALL BE PROTECTED BY A
BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN,
BRANCH OF THE BUILDING DRAIN OR HORIZONTAL
BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES
HAVING FLOOD LEVEL RIMS ABOVE HE ELEVATION OF
THE MANHOLE COVER OF THE NEXT UPSTREAM �EpLT H
MANHOLE IN THE PUBLIC SEWER SHALL NOT
DISCHARGE THROUGH A BACKWATER VALVE.
IMP #
EXIS77NG
ACRES
REMAINING
ACRES
32-20
63249
62.922
32-23
98.198
91.351
32-23J
4.792
1.611
32-29I
6.047
0.004
SITE
VICINITY MAP SCALE:1 "=2,000'
LOT TABLE
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SO FT
ACRE
LOT
SQ FT
ACRE
LOT
SQ FT
ACRE
66
5,982
0.14
77
9, 934
0.23
88
5,064
0.12
99
4, 300
0.10
67
6,478
0.15
78
12,009
0.28
89
4,195
0.10
100
4,297
0.10
68
6,448
0.15
79
12,491
0.29
90
4,977
0.11
101
4,150
0.10
69
5, 893
0.14
80
11,817
0.27
91
4,642
0.11
102
5,506
0.13
70
5,878
0.13
81
11,440
0.26
92
5,000
0.11
103
4,553
0.10
71
5, 853
0.13
82
9,548
0.22
93
5,506
0.13
104
4, 730
0.11
72
5,862
0.13
83
10,110
0.23
94
6,224
0.14
105
4, 736
0.11
73
6,157
0.14
84
12,648
0.29
95
5,076
0.12
106
5,462
0.13
74
7, 513
0.17
85
4,599
0.11
96
4, 300
0.10
107
24,474
0.56
75
8,551
0,20
86
4,604
0.11
97
4, 300
0.10
76
1 8,816
i 0.20
87
4,572
0.10
98
4, 300
0.10
THE PLATTING OR DEDICA77ON OF THE FOLLOWING DESCRIBED LAND IMP 32-20
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND IMP 32-23
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND IMP 32-23J
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND IMP 32-29I
IS THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
EASEMENT NOTES
1. COMMON AREAS/OPEN SPACES AND ROW'S ARE RESERVED WITH PRIORITY FOR
WATER, SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE
EXCLUSION OF OTHER USES, AS PERMITTED BY SECT70N 4.7 OF CHAPTER 18 Of
THE ALBERMARLE COUNTY CODE.
2. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR U77LITY EASEMENT ALONG
ALL PROPERTY LINES.
J.THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY EASEMENT
HEREON PROVIDED THE PROPER AUTHORITY AGREES
DRAFT 7
MAYNARD J TINSMAN III
LIC. ND. 2860
02-05-2021
NORTH POINTE
PHASE lA
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: N/A FEBRUARY 4, 2021
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX: (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 1 OF 5
N 6734428.55 _ L _ PARK F _ _ _ _ _ SHEET 3 OF 5 _
E 11504007.06 SHEET�F� _ _ _ _ — - �6RES: 3.56 < SHEET 2 OF 5
� SHEET 2 OF 5 I SO FT., 154,980 GRAPHIC SCALE
50 0 25 50 100
NORTH POINTE CHARLOTTESVILLE LLC V1 dV I N
PARCEL ID 03200-00-00-02300
IMP 32-23 (PART OF) - !
D.B. 5432, PG. 396 / NEW VARIABLE WIDTH L2��T ( IN FEET )
20' PUBLIC / / \ PUBLIC SANITARY o+"' 1 inch = 50 ft.
SANITARY SEWER / v�O PARK F h SEWER EASEMENT �\ ��lr\
EASEMENT O ACRES: 3.56 N � Jr \ ! n
\ D.B. PG _— / Off' SO FT.• 154,980 v N NEW VARIABLE WIDTH \!w• PROPERTY LINE MEANDERS
NORTH POINTE CHARLOT7ESWLLE LLC cn • PUBLIC DRAINAGE �•
\ / o- \� EASEMENT \ t1,390' ALONG THE OF
PARCEL ID 03200-00-00-02300 \ \ CREEK
TMP 32-23 (PART OF T\ N 6733972.88 \ -.
-1 7.17
\rn\
D.B. 5432, PG 396 cn E 1150409�
\ / N 6734519.61 i % o-
\ / ^ E 11503893.99 i " H� 6 N\ ylt\\ VIOLET HILL ASSOCIATES C/0 GREAT
20' PUBLIC \ �' •' ^ P� rn N EASTERN MANAGEMENT CO
SANITARY SEWER \ \ FOP " z ^' , \ PA - - - 300
EASEMENT \1i / i''L62 ti°��E cJ _ g 6Ai �w ° -
PARCEL ID 03200 00 00 02
D.B. —_. PG --- \ i �. ��° S L_2 ° w o\�- D.B. (PG.R39�F)
MATCH LINE THIS SHEET VARIABLE w9DTH ^\ "\ 62 P
i L63 PUBLIC SLOPE & �- ^, VARIABLE WIDTH PUBLIC
� y N 673414d37 \
DRAINAGE EASEMENT / E 11504255.84 £ \ �_,— SANITARY SEWER
D.B. __- PG / EASEMENT
D.B. ---
FEM VARIAE WIDTH \ \
�� l l E WIDTH PRIVATE SWM/BMP & / NEW 16' PRIVATE L3,
F MP PUBLI�LSLOPE PUBLIC DRAINAGE / LAINE OF SIGHT RIABLE WDTH ACCESS EASEMENT 26�2' L�10°) \ !s\�/ VARIABLE WIDTH PUBLIC /
/ EASEMENT s \
DRAINAGE l EASEMENT G (L=5.07'J L� < 37 k 7` \ C1RAlNAGE EASEMENT
P D.B. � PG __—J / NEW VARIABLE WIDTH °3 < �\ jp3/ "E
FEM / EASEMENT r' / D.B. PG. —_ PUBLIC SANITARY tO °'' 1 5$ D.B. __� PG/
l D.B. _— PG —/ / "4 e SEWER EASEMENT / I� �I�\\ / \
O�Q // / 6� 0 �% \•1 \ ZONE X„
O ti U J 20' PUBLIC /� �o �� 1j Ada / I �N\c \A1 1. Vw3� b
0' PUBLIC SANITARY-- (/^' �� W U DRAINAGE / / o- /1�yjl / / p \ \� LONE 'AE" W3j
VARIABLE I SEWER EASEMENT I (^� 4jatJ m EASEMENT bw3-
MOTH PUBLIC \ D.B. _—, PG. _— P I Q ~ Q id V m C D.B. 24' ACSA FORCE 0g No, �� j\ / m) ) WATER �w •! D
VDOT \ VARIABLE WIDT`l F I I m PG' - -- / MAIN EASEMENT O L9 \ / / / o� /PRO STREAM
DRAINAGE 4 i D.B. —� PG �P \ a/ y� / v/ 1 '<'
PUBLIC SLOPE \ ^ l= �� BUFFER L
EASEMENT \1�\ & DRAINAGE / 'yam. \ `T„�/any N<'
D.B. o+ u1 u�\u_ "� �. '�/•^/ 'i\!
PG _ EASEMENT 40 v �,\ °'-\�cj l ^ ^�l^"�I ',y�/ a SR6�R�/Y m �461A�
D.B. _� PG. ___ I 'o
�Fy9 1 e\ I I 92.52' N4759"E / y
\ " \WI 1 kk
QQo \ 4�9p� PARK 6F
/ \ NORTH POINTS CHARLOTTESVILLE LLC r, L ) \ 0 / v
\ \ PARCEL lD 03200-00-00-02300 w k y / h SO FT. 154,980
\ IMP 32-23 (PART OF) !�
60
CWH PROPERTIES LIMITED PARTNERSHIP \ , D.B. 5432, PG. 396 "� �`I i p U �
PARCEL ID 03200-00-00-02000 \ n, W ,,11 / �\ D •.2
IMP 32-20 (PART OF \
D.B. 2309, PG 419 VARIABLE WIDTH P4 ^ m U pa J O /k / r!i %?� NEW VARIABLE PUBLIC
!
^I PRIVATE BMP &PUBLIC \s
/ PUBLIC SANITARY Q m a 0 / 6 // p\ „
VARIABLE WIDTH PUBLIC / 24' ACSA FORCE MAIN EASEMENT SEWER EASEMENT Q Q m pj 61 / 6 / T\ DRAINAGE EASEMENT �<
SANITARY SEWER / D.B. —_, PG ---- D.B. ---' PG
EASEMENT '` 50' RIGHT-OF-WAY RESERVED VARIABLE WIDTH PUBLIC
D.B. _� PG _` , i/ FOR FUTURE DEDICA77ON UPON VDOT DRAINAGE EASEMENT n/ �/ \ o\�-
D.B. _—, PG. _—__
DEMAND OF IHE COUNTY / p4r � �
10' TEMPORARY N ^ / /N �\ /
CWH PROPERTIES U n lq/v q Ly
i CONSTRUCTION EASEMENT d / 6
PARCEL ID 03200-00-00-02000
NORTHSIDE IMP 32-20 (PART OF) NEW 20' PUBLIC
DRIVE D.B. 2309, PG. 419 SANITARY SEWERlz
VARIABLE WIDTH PUBLIC R/W EASEMENT /
C\/ � D.B. PG. L96 10NE " PE" Iwn., / FEMP ZONE
E 6 J4428.555040O O6 �� to"E c' o� 9 • CWH PPAORTNERSHIP / MITED
VARIABLE WIDTH PUBLIC ti / PARCEL ID 03200-00-00-02000
VDOT DRAINAGE VARIABLE WIDTH PUBLIC 37"E I / PART OF
EASEMENT VDOT DRAINAGE EASEMENT �' 1 d`P�� N411 3 I / / D.B. 2309, PG. 419
i \ D.B. _—, PG ---- D.B. PG _ v --- NEW VARIABLE
WIDTH PUBLIC ti �A50 '
SLOPE &DRAINAGE /
\ EXIS77NG ACSA FORCE y EASEMWA7Ef
MAIN EASEMENT ��PLT H OF ��
\ D.B. 5438, Pc. 674 0� �� o PROTECTION
PO o STREAM BUFFER ; � ° NORTH POINTE
DRAFT _
gQ,iv MAYNARD N0 TI SMAIII
tE ti O ry� /' l/� /�/�>F M� Rl �N�NA DISTRICT
\ 1° 619 yY #?R 02-05-2021 ^N 6734519.61 " �61 FED/ ALBEMARLE COUNTY, VIRGINIA
�k R05U,� #NS1� 40� E 115038s%.99/�`� fin / /PROPERTY LINE SCALE: 1 "=50' FEBRUARY 4, 2021
LEGEND 5�i` JPRIPg gNOSURVE� �•L62 1° F E MEANDERS Townes
VS3—VS3=CRI77CAL SLOPE AREA �/
MATCH LINE THIS SHEET � 'VARIABLE Wl TH tf, 390' ALONG SITE G E ENINEERING
C CSA='CSA l yL63 PUBLIC SLOPE & THE � OF CREEK 1 PARK WEST CIRCLE, SUITE 108
^ DRAINAGE EASEMENT / MIDLOTHIAN, VIRGINIA 23114
a. = BUILDING SETBACK LLINE �` D.B. PG. ___ / PHONE. (804) 748-9011 FAX: (804) 748-2590
DRAWN BY.- SDF
CHECKED BY ENGINEER:
CHECKED BY SURVEYOR:
SHEET 2 OF 5
NORTH POINTE CHARLOTTESVILLE LLC \
PARCEL ID OJ200-00-00-023JO
IMP 32-23J (PART OF) -�
D.B. 5432, PG. 396
NORTH POINTE CHARLOTTESOLLE LLC
PARCEL ID 03200-00-00-02300 \
IMP 32-23 (PART OF)
D.B. 5432, PG. 396
SHEET 4 OF 5 _
SHEET 3 OF 3
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L1
N27104'51'E
11,46'
L36
N585647"W
39.31'
L2
S27*04'51 "W
10.99'
L37
S8743'11 "W
15.58'
L3
S37*21'58"W
49.73'
L38
N602249"W
59.08'
L4
N602249"W
6.39'
L39
N7559'55"W
24.01'
L5
N755955"W
14.89'
L40
N4151'16"W
49.10'
L6
N0903'44 E
80.16'
L41
S67'5428"W
2359'
L7
N385344"W
13.65'
L42
N1620'25"W
13.20'
L8
N385344"W
20.00'
L43
N7941'18"W
16.76'
L9
N28'0635 E
15.86'
L44
N557259"W
19.47'
L10
S6240'32"E
12Z14'
L45
N90100100"W
13.31'
Lll
S27'1928"W
20.00'
L46
S525428"W
12.94'
L12
S29'14'09 E
30.28'
L47
N8133'47"W
5.84'
L 13
S515542"W
21.89'
L48
N59 46'18"W
26.05'
L14
N5540'16"W
44.71'
L49
N90'00'00"W
2745'
L15
N0853'11"W
24.53'
L50
Nll'40'40"W
14.30'
L16
N4353'06"W
5.81'
L51
N712420"W
15.76'
L17
S75'43'50"W
9.53'
L52
S8507'07"W
34.73'
L18
N61'1025"W
22.67'
L53
N803243"W
21.59'
L19
N49'03'03"W
21.62'
L54
N66'4223"W
10.47'
L20
N15'13'20"W
1523'
L55
N05'4922"W
24.61'
L21
N6431'43"W
21.56'
L56
N195623E
44.97'
L22
N8657'16"W
17.50'
L57
N312124 E
52.48'
L23
N222846"W
22.60'
L58
N24'07'19'E
78.14'
L24
N60 40'17"W
15.03'
L59
N0102'28"W
39.49'
L25
N36'07'54"W
32.75'
L60
N2507'55 E
112.89'
L26
N693123"W
19.52'
L61
N1370'18 E
35.11'
L27
N06'49'04"W
14.57'
L62
N33'31'51 E
80.47'
L28
N244847"W
14.77'
L63
N2822'30 E
20.15'
L29
N8641'39"W
18.90'
L64
N57*58'49"W
388'
L30
N4754'11"W
36.86'
L65
S15'17'51 E
4.17'
L31
N6642'30"W
33.99'
L66
S0842'49"E
56.84'
L32
N46'13'38"W
22.78'
L67
S394354"E
21.51'
L33
N712636"W
22.31'
L68
S300121 "W
30.42'
L34
N3729'02"W
13.62'
L69
53134'42"W
11.86'
L35
N737531 "W
9.10'
L70
N68'09'02"W
39.38'
LEGEND
CrSO WS3 =CRITICAL SLOPE AREA
CSA = CSA l
m = BUILDING SETBACK LLINE
NEW VARIABLE
WIDTH PUBLIC
-00
ANITARY SEWER
EASEMENT
SETBACK
\ UNE
VARIABLE WIDTH PUBLI
DRAINAGE EASEMENT
D.B. __ PG. __
LINE TABLE
LINE
BEARING
LENGTH
L71
56809'02 E
16.26'
L73
S807424"W
20.00'
L75
N51 O6'16 E
253.46'
L76
N62'4032"W
126.60'
L77
S3134'42"W
11.85'
L78
S61 '08 33 E
30.00'
L79
N0837'20 E
20.97'
L80
N3853'44"W
10.00'
L81
N5106'16 E
168.82'
L82
S68'10'10"E
120.87'
L84
N2150'58'E
11.49'
L85
N6870'10"W
83.75'
L87
S33'07'10'E
128.36'
L88
S0030'48 E
I & IX
L89
N3853'44"W
92.10'
L90
S5957'12 E
37.11'
L92
N5957'12"W
37.11'
L93
N3853'28'W
28.41'
L93
S5124'170W
10.05'
L94
N385344"W
100.00'
L95
N7130'32"W
6.28'
L96
54125'13"W
16.90'
L97
S582431 E
22.08'
L98
N58 24'31 "W
22.54'
L99
N1336'52"W
26.66'
LIDO
1 S7909'11'E
1 19.95'
50 0 25 50 100
SHEET 3 OF-5-
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1 inch = 50 ft.
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945 96 0 97 98 ^014o 99
10616=W
v 100 N v 1O1
1\ o o ` 25720' v
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t68 S51'06'16"W " 172.57'
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S51 061i
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c" (80.78' p
I 4.78' S5106' 6" Z13.
I 43.00' 41.78'
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89 ��.,my
NEW 20, o o
PUBLIC Be
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188.90_
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CROSSCREEK PLACE
61' RIW
PUBLIC RIGPT OF WAY
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82
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IMP 32-29J
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D.B. PG.
NORTH POINTE CHARLOTTESNLLE LLC
-PARCEL ID 03200-00-00-02910
IMP 32-29I (PART OF)
D.B. 5369, PG. 222
NORTH POINTE CHARLOTTESNLLE LLC
PARCEL ID 03200-00-00-023JO
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ArY ; \ r� Nl ' • D.B. 662, PG. 391
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- - - - I ACRES: 356 \� SHEET 2 OF 5
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CHECKED BY ENGINEER:
I @4
N 6733
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2k�1rE "'m 4'
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PARTNERSHIP
PARCEL ID 03200-00-00-02000
IMP 32-20 (PART OF)
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or�EALT H OF NORTH POINTE
PHASE 1 A
DRAFT y RIVANNA DISTRICT
MAYNARDC ND.I2860 NSMAN III ALBEMARLE COUNTY, VIRGINIA
02-05-2021 SCALE: 1 "=50' FEBRUARY 4, 2021
Cq�OSURVE�O9- Townes
1 PARK WEST CIRCLE, SUI7E 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX: (804) 748-2590
CHECKED BY SURVEYOR:
OOPO`t`
SHEET 3 OF 5
a ... .
sF� 00
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Gti� 1
107
l
- C Isa lSH ISE -ISH
PRITCHETT LANE
VARIABLE WIDTH R/W
N 6733296.77 C22 (33.37) (65.23) (65.20) L93 (77.83) 55124'17"W 28709'
_ E 11504874.85 C21 �11 C5 38.38' 70.23 82.85' 92.74'
S51 32'41 "W 363.36' 31 .89,
J
a 54 N- WEE -is-- Bs� I
PEN ACRES: 0.38
o SPACE A SQ FT* 16,519 C49 C59 NEW 10' KID PUBLIC r� ^� o O
_� "C� P° PRIVATE , SANITARY SEWER,
132'41 W 363.13' 48 WATER 3 EASEMENT m�
57.00' 62.00' 62.00' 56.91, S7.00' 57.00' 11.22'C47 cQ � 5.00' EASEMENT �i
N vi (a I < ��
BSA°° w BSL not ��wa J w� o I lin 76 oIl I�1 77 1� 76 ,ryryGOGpG1L
J + f a v f w to rn h ti \ ti U f I 1 75 ^s 2 � ti (� E
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w w N m ca w I 72 0 l ^� °' cfi �' �` y
BB �31 67 to I 68 fai 69 I, ^o fu w ro \ a I .f N I I wpfw� m� D.B. 876, PG. 3
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93 fw� �V W w� �1 �co V Nm � gym.
r'S51'06'31 "W L 93H -� - 6200' 27.67' C27 v 8SL / k
(4 ISE[ 57.00' 57.00' 57.00' 62.00'
°D 57.00' rn 62.00' 62.00' 56.90' 57.00' 617.57' S5106'16"W (5700) L=6.3B' �46. s �A110 hk`?16yrO / 0
f(20.00) 617.57' S51'06'16"W _ \ B1 ?g ¢¢ ysB /L �y� 80 l ��,
z�o NEW VARIABLE WIDTH 'THICKET RUN PLACE gs' ���\
PUBLIC SANITARY 61' R
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0
p N 6733502.88 HEREBY DEDICATED TO N 115045 5.5 c`�.i' �S.�S�'
E 11504822.35 PUBLIC USE E 11504555.56
o ol3.44 )
l� (0.81' 231.57' N51'06'16"E C56
NEW VARIABLE p� / 31.95' ( 43.00' 43.00' 43.00' 43 00' V 27.62' sa C57 9 ��u- 0G B I
274.79' N51'06'16 E VARIABLE WIDTH PUBLIC O? " N m 2 m m o o °o 0 �� 1�$
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PARCEL lD 03200-00-00-023J0 NEW VARIABLE 95 �+ Q 9B 0 97 1�8 99 a 100 cu ', 101 \cs8 0- NEW VARIABLE ` $S� "
IMP 32-23J PART OF -- WIDTH PUBLIC _ Ica ° 1 02 WIDTH PUBLIC LINE \ �0
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D.B. 5432, PG. 396 \ ANITARY SEWER m °' Iw o w {' 1 82
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IMP 32-23 (PART OF) j0' pCK \ t6a S51'O6'16"W 17257' a .A .> rn" w� 1 �gP
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�0 3 6'39.82' 43.00' 4300' L81 4300' c� '�,
53a„E 151.70' S5106'16"W Lggi2 75 146.12 S5106'16"W 1 03 " 1991�) $\o£ a 161 �0 83 /!
`N29� PEDESTRIANNEW PEAI SEMENTI +' Iv SANITARY NEW 20 PUBLIC
r y o Ir \ �26, • ` N"� ^S EW VARIABLE WIDTH �S
LOTS 91-93 Ib I �\ EASEMENT mnoo 1.11 l89 SSG �� rn. SANITARY
SHEET 4 OF 5 _ _ _ _ _ _ _ _ c� \ _ _ _ _ I In>, _ _� _ _ _ _ _ _ $� _ 104
1y - o �o - - PUBLIC - _ � SHEET 4 OF-5
SHEET 3 OF 3 13 .1 SHEET 3 OF 5
SEWER SEMEN
(119.23)S5106'16"W (127.14) pIw I z SPACE B 93 \�� 01y11100 \%' .�p� �Za-A s�aobo
93 Io I v ACRES, 0.44 �+' ' (9 \oo. G o � - \ ,r / - 1) 84
\ I V I y\ SQ FT.• 19,156
LEGENrs�-rs� =CRITICALOSLOPE AREA \\\ x S5106' 6" 21 7' Irn I PRIVANEW 1TE
Am z (108.07') (113.57)p 2
ECU CSn mC '4 w DRAINAGE
\ �m c� rn n \N Iw IEASEMENT
m =BUILDING SETBACK LLINE c �� N o, 92 I$ Iw (80.78) 1, $ c
VARIABLE WIDTH PUBLIC mo- _
DRAINAGE EASEMENT o x A o I I 84.739
D.B. , PG. __ \ l \* S IV6'1 "W 11.55' 4300' 41.78'
m•c7T (96.90) (10355)
GRAPHIC SCALE �� d \�_NEw VARIABLE II a w
\ o< Cl) WIDTH PUBLIC I f (A E
so 0 2s so coo H ro SANITARY SEWER Io o
\ \ C \ 91 EASEMENT pIQ� Be �+ cn \ l-
p S 1 116"W 104.91' NEW 20'
(85.74)(96.91) {, IW{O PUBLIC ,0 88 0 -?
( IN FEET) �\ w 9' I`O r DRAINAGE N \
1 inch = 50 ft. o �; I EASEMENT
o \0 90 0 g \ J
55106'16"W 3 188.90'
to co 1A I c+ 0oT4 c
�oN 00. 1y Gy e
1045
110�n15✓
o� t"p*T H OA Li
Po
DRAFT 13
o" MAYNARD J TINSMAN III
LIC NO, 2860
_.,-19 Z% 02-05-2021
106
NORTH POINTE
PHASE lA
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE: 1 "=50' FEBRUARY 4, 2021
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUI7E 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX: (804) 748-2590
RAWN BY.• SDF CHECKED BY ENGINEER: CHECKED BY SURVEYOR: SHEET 4 0,
CURVE
TABLE
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
66.00'
11316'
9874'01"
N4134'10'E
99.80,
C25
25.00'
38.02'
8708'19"
N6749'10'E
34.46'
C2
56.45'
42.05'
4240'39"
S4040'53'E
41.08'
C26
25.00'
37.51'
855824"
N8554'32"W
34.09'
C3
25.00'
41.16'
947926"
N035633'E
36.66'
C27
280.50'
28.35'
54725"
S535958"W
28.33'
C4
219.50'
232.71 '
60 4442"
N812837 E
221.97'
C28
280.50'
297.39'
60 4442"
S812837"W
283.65'
C5
84.00'
49.36'
3340'09"
S3621'53"E
48.66'
C29
280.50'
58.03'
1151'15"
N8435'10"W
57.93'
C6
100.00'
60.76'
34 4847"
N36 4638"W
59.83'
C30
580.50'
26.45'
236'40"
S4473'40"E
26.45'
C7
230.50'
108.03'
2651'09"
N3740'42"E
107.04'
C31
280.50'
51.45'
1030'31"
N7324'17"W
51.37'
C8
40.45'
24.27'
342253"
N3650'44"W
2391'
C32
580.50'
43.52'
47744"
S4740'52"E
43.51'
C9
169.50'
3.19'
10438"
N24 4727E
J. 19,
C33
280.50'
297.39'
60 4442"
S812837"W
283.65'
C10
169.50'
60.08'
2078'36"
N3529'04 E
59.77'
C34
25.00'
36.35'
837845"
N092654 E
33.23'
CURVE TABLE
Cil
169.50'
16.17'
52755"
N4822'19 E
16.16,
C35
60.00'
126.60'
12053'39"
S8720'42"W
104.39'
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
C12
169.50'
79.44'
2651'09"
S3740'42"W
78.71'
C36
645.50'
85.23'
73355"
S3040'50"W
85.17'
C49
469.15'
163.59'
195841"
S4133'15"W
162.76'
C13
544.50'
129.45'
13'37'19"
S292243"E
129.15'
C37
554.50'
49.88'
509'13"
N3153'11 E
49.86'
C50
346.92'
16.48'
24321"
S307534"W
16.48'
C14
548.50'
105.15'
10 59'01 "
S14'13'18 E
104.99'
C38
120.00'
154.16'
7336 26"
N072938"W
143.78'
C51
346.92'
216.85'
35 4853"
S10 59 27'W
213.34'
C15
354.00'
161.40'
260724"
S28'10'55 E
160.01'
C39
446.00'
192.83'
2446'18"
N315443"W
191.33'
C52
376.88'
17.91'
24322"
S307528'W
17.91,
C16
60.00'
105.89'
10106'48"
N88'09'13E
92.67'
C40
436.50'
6.03'
047'30"
N1642'10"W
6.03'
C53
280.50'
5319'
105152"
S6279370W
53.11'
C17
90.00'
113.70'
7223'02"
S0359'02"W
106.29'
C41
455.50'
147.13'
1830'23"
N2546'15"W
146.49'
C54
280.50'
53.18'
1051'49"
S737127"W
53.10'
C18
519.50'
251.57'
274444"
S4604'51 E
249.12'
C42
580.50'
44.16'
421'32"
S5200'29 E
44.15'
C55
280.50'
53.19'
105150"
S8403'l7"W
53.11'
C19
305.50'
96.98'
1871'16"
S5051'35 E
96.57'
C43
580.50'
45.10'
427'06"
S562448"E
45.09'
C56
219.50'
15.39'
401'01"
S53'06'47"W
15.39'
C20
25.00'
38.02'
8707'47"
S85'19'50 E
34.46'
C44
580.50'
13.32'
17851"
S5977'47'E
13.32'
C57
219.50'
43.70'
112424"
S604929"W
43.63'
C21
439.15'
32.84'
4*17'04"
S4924'10"W
32.83'
C45
580.50'
172.55'
1701'52"
N5126'16"W
171.92'
C58
219.50'
110.00'
284252"
S8053'06"W
108.86'
C22
439.15'
120.29'
1541'38"
S3924'41"W
119.91'
C46
244.50'
71.41'
16'44'02"
N5135'11"W
71.16'
C59
469.15'
60.05'
720'01"
S357355"W
60.01'
C23
346.92'
216.85'
35 48'53"
S10 59 27'W
213.34'
C47
469.15'
45.84'
535 54"
S48 44 39 "W
45.82'
C60
219.50'
43.86'
1126 55"
N79 02'00"W
43.79'
C24
25.00'
40.32'
92 24'09"
S215657 E
36.09'
C48
469.15'
57.70'
7 02'46"
S4225'18"W
57.66'
C61
219.50'
19.76'
S 09'31 "
N70 4347"W
19.76'
DRAWN BY.• SOF
CHECKED BY ENGINEER:
o,�EpLT H of ` NORTH POINTE
PHASE 1 A
DRAFT y RIVANNA DISTRICT
MAYNARD J TINSMAN III ALBEMARLE COUNTY, VIRGINIA
LIC. NO, 2860 SCALE: N/A FEBRUARY 4, 2021
02-05-2021 Townes
SITE ENGINEERING
CARD SURVE'(0 1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX.- (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 5 OF 5