HomeMy WebLinkAboutSUB202000206 Plan - Revision 2021-08-17I
OWNERS APPROVAL
THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH
POINTS
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.
THE PLATTING OR DEDICATION 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.
CWH 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
1, 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
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
SITE DATA
OWNER: CWH PROPERTIES LIMITED PARTNERSHIP
DAVID MITCHELL, E.I.T.
P.O. BOX 5526
CHARLOTTESVILLE VA. 22905
PHONE. 434 296-4109
FAX. • (4 4) 63-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
OWNER: NORTH POINTE CHARLOTTESWLLE LLC
DAVID MITCHELL, E.I.T.
P.O. BOX 5526
CHARLOTTESVILLE VA. 22905
PHONE. 434 296-4109
FAX. • (4 4) 63-2670
E-MAIL: DAVID®SOUTHERN-CLASSIC.COM
SOURCE OF TITLE. CWH PROPERTIES LIMITED PARTNERSHIP
RESIDUE OF IMP 32-20 D.B. 2309, PG. 419,
NORTH POINTE CHARLOTTESWLLE LLC
IMP 32-23 (PART OF) D.B. 5432, PG. 396
TMP 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 50'
SIDE- 6'
REAR- 20'
GARAGE DOORWAY- 18'
ZERO LOT LINE LOTS 85-106
SETBACK REQUIREMENTS. • FRONT- MIN 10' MAX 50'
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
�, UTILITIES ON OR WITHIN 10'
OF PRIVATE LOTS.
MANHOLE STORM
to' STRUCTURE FIRE CENTER OF PIPE OR CENTER
HYDRANT BLOW -OFF OF DRAINAGE SCALE
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 PR07ECT70N ORDINANCE
(WPO)BUFFERS.
2. THIS PROPERTY IS SUBJECT TO ZMA2013-14, 2MA2013-7,
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
1 161
121
121
40
Phase 1A Proposed AH
3
0
0
3
For Sale Units of all Types in Phase lA
41
0
0
41
%ofAH Proposed
1875%
Q00%
0.00%
7.50%
Previous Provided All For Sale 0 0 0 0
Total Provided To Date 3 0 0 3
Total% Provided To Date 1875% a00% 0.00% 7.50%
SURVEYOR'S CERTIFICATE Affordable Units "For Rent" Tracking Table North Pointe
TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE REQUIREMENTS AS SET Multi Family
FORTH IN THE ORDINANCE FOR APPROWNG SUBDIVSION PLATS FOR RECORDAT70N Untt Type AH For Sale
IN ALBEMARLE COUNTY HAVE BEEN COMPLIED WITH. ALL MONUMENTS WILL BE Required 66
SET WITHIN ONE (1) YEAR OF RECORDATION.
Phase 1A Proposed AH 0
For Rent Units of all types in Phase lA 0
% of AH Proposed wo
MAYNARD J. TINSMAN NI
BOARD OF SUPERVISORS
DESIGNATED AGENT DATE
DRAWN BY: SDF
Previous Provided AH For Sale 0
Total Provided To Date 0
Total% Provided To Date 0%
Note: "Previously Provided" may include units not previouslyproposed but qualified under the North Pointe
Charlottesville, LLCZMA-2000-00$ SP-2002-72 and ZMA 2013-00007North 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.
3. 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 51003C0145D, 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.CSA. IN ORDER TO ASSUME THE MAINTENANCE
RESPONSIBILITY FOR THESE UTILITIES. THESE
EASEMENTS WILL BE CENTERED ON THE FACIL177ES
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
ASSOCIA TION
10.7HESE 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
RESTRICTIONS MUST BE INCORPORATED INTO EACH
DEED CONVEYING T77LE 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
17PARCELS 66-107 AND THE RESIDUE OF TAX
MAP/PARCEL 32-20, 32-23, 32-23J AND 32-29I
EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH
SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE
18.7HE STREAM BUFFER(S) SHOWN HEREON SHALL BE
MANAGED ION ACCORDANCE WITH THE ALBERMARLE
COUNTY WATER PROTECTION ORDINANCE
19. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM
THE MAIN TO THE STRUCTURES LOCATED ON PRIVATE
PROPERTY MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES
ARE BELOW THE ELEVAT70N 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 o��
MANHOLE IN THE PUBLIC SEWER SHALL NOT
DISCHARGE THROUGH A BACKWATER VALVE
SITE
VICINITY MAP SCALE:1 "=21000'
LOT TABLE
LOT TABLE
LOT TABLE
LOT TABLE
LOT
SQ FT
ACRE
LOT
SQ 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
4,572 0.10 98 4, 300 0.10
LOT TABLE
LOT ACREAGE
OPEN SPACE C 1.28
PARK F 2.28
76
8,816
0.20
87
LOT TABLE
LOT
ACREAGE
OPEN SPACE A
0.38
OPEN SPACE B
0.44
EASEMENT NOTES
1. COMMON AREAS/OPEN SPACES AND ROWS 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.
2.THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT ALONG
ALL PROPERTY LINES
J. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY EASEMENT
HEREON PROVIDED THE PROPER AUTHORITY AGREES
4.HDPU= HERE BY DEDICATED FOR PUBLIC USE
5.VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT
NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE
LAST REVISIONS
1112012020 811712021
0210412021
0610112021
0611712021
0711212021
0810212021
NORTH POINTE
Or ` PHASE 1A
RIVANNA DISTRICT
DRAFT y ALBEMARLE COUNTY, VIRGINIA
TMP # EXISTING REMAINING ACRES REMAINING (MAYNARD J TINSMAN III
ACRES TRANS TO TMP ACRES LIC. NO. 2860 SCALE: NIA JUNE 17, 2021
32-20
63.100
0.00
64.132
32-23J
4.890
0.181
32-23
0.00
32-291
6.047
0.004
32-20
0.00
08_17_2021 Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
IE��� MIDLOTHIAN, NRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
CHECKED BY SURVEYOR:
SHEET 1 OF 5
I
NORTH POINTE CHARLOTTESVILLE LLC
PARCEL ID 03200-00-00-02300 a
RESIDUE OF TMP 32-23
91.315 ACRES
D.B. 5432, PG. 396 20' SANITARY
—\ SEWER EASEMENT/
\ D.B. PG.
20' SANITARY y
\ \ M
SEWER EASEMENT
D.B. __— PG.
MATCH LINE THIS
i
i�FEP /
i
i
F MP VARIABLE WIDTH
l SLOPE & DRAINAGE /
FEMP / EASEMENT
D.B. PG.
J
II 20' SANITARY SEWER
VARIABLE EASEMENT
WIDTH I D.B. PG.
DRAINAGE
EASEMENT II� VARIABLE WlD7H , p
D.B. \SLOPE & DRAINAGE W
I EASEMENT I I O tea'
D.B. PG.
Al r¢ I 92.52' N4T5 '59 E
/ v'
CWH PROPER77ES LIMITED PAR7NERSHIP� \
PARCEL ID OJ200-00-00-02000
RESIDUE OF TMP 32-20
62.774 ACRES
D.B. 2309, PG. 419 / 24 ACSA FORCE MAIN EASEMENT
VARIABLE WlD7H SANITARY I,/ D.B. PG
SEWER EASEMENT
D.B. PG. ____ 50' RIGHT-OF-WAY RESERVED
/ FOR FU7URE DEDICA770N UPON
DEMAND OF THE COUNTY
10' TEMPORARY
CONS7RUCTION EASEMENT
i
VARIABLE WIDTH
D.B.
P
DRAINAGE EASEMENT
G.
\ \ EXIS77NG ACSA FORCE
\ MAIN EASEMENT
\ D.B. 54JB PG. 674
LEGEND
CSO VS3 =CRITICAL SLOPE AREA
CSA='CSA
.t = BUILDING SETBACK LLINE
DRAWN BY: SDF
PARK F
ACRES: 2.28
SO FT., 99,136
? C /IJVJOJJ.JJ �
L62 10l�EE��P F
0
1HEET 63 VARIABLE WIDTH
L SLOPE & DRAINAGE
EASEMENT /
D.B. —� PG.
VARIAdE WIDTH /
SWMIBMP & DRAINAGE /
EASEMENT
D.B. __- PG.
20' DRAINAGE
EASEMENT /
D.B. _ 24' ACSA FORCE
PG. / MAIN EASEMENT
/ D.B. PG.
l
VARIABLE WID7H
SANITARY SEWER
EASEMENT
D.B. —_, PG. --
VARIABLE W1D774
DRAINAGE EASEMENT
D.B. __- PG.
?C,K,IHPROPER77ES LIM17ED
PARTNERSHIP
03200-00-00-02000
RESIDUE OF TMP 32-20
DRIYE 62.774 ACRES
VARIABLE WIDTH R/W D.B. 2309, PG. 419
D.B. _, PG.
VARIABLE WIDTH
COMMONWEAL774 OF
ORGINIA DRAINAGE
EASEMENT
D.B. PG.
S,fP1E 2��iv
tE tg O'Eo
1il �5 BLE YA
SE JPR�P
SHEET-JQF_5-
SHEET 2 OF 5
NORTH POINTE CHARLOTTESOLLE LLC
PARCEL ID 03200-00-00-02300
RESIDUE OF IMP 32-23
91.315 ACRES
D.B. 5432, PG. 396
VARIABLE WIDTH
LINE OF SIGHT
EASEMENT
PG.
NORTH POINTE CHARLOTTESWLLE LLC
PARCEL ID 03200-00-00-02300
RESIDUE OF TMP 32-23
91.315 ACRES
D.B. 5432, PG. 396
I
DRAFT i
MAYNARD J TINSMAN III
LIC. NO, 2860
08-17-2021
CHECKED BY ENGINEER:
_ __
OPEN
ACE _C _
ORES 1.28
ISQ
FT.' 55,843
SHEET 3 OF 5 SHEET 2 OFOF 5 _ GRAPHIC SCALE
\ VARIABLE WIDTH
\ /SANITARY SEWER
EASEMENT HDPU
\ A
�o VARIABLE WIDTH
DRAINAGE EASEMENT cr
\o_ \� HDPU \ N
\ N 6733972.W \
m\w1 E 11504097.17 062 \w
o_
\°o
50 0 25 50 100
( IN FEET )
I inch - 50 ft.
PROPERTY LINE MEANDERS
t1,390' ALONG THE � OF
CREEK
CWH PROPER77ES LIMITED PARTNERSHIP
PARCEL ID OJ200-00-00-02000
RESIDUE OF IMP 32-20
64.132 ACRES
INCLUDING 0.004 ACRES OF TMP32-29/
& 1.354 ACRES OF TMP 32-23,1
D.B. 2309, PG. 419
VARIABLE WIDTH
SANITARY SEWER
EASEMENT
\ / D.B. PG.
16' PRlVA1E �3� � > ! /
ACCESS EASEMENT 26'2, fp0') \� / VARIABLE WIDTH
VARIABLE WIDTH
L� �\ 1p3.358,Ek mom\ / DRAINAGE EASEMENT
/
\�'\N372f \ (\j/ SANITARY SEWER \
EASEMENT
N\ o
6h' 0 /F I \ r w m\ \ ZONE JC"
4J 0 m o \N1 \ /� Vw33
�. 9/ `!- ZONE s1E\ bW3j
VW3.
WA TER
) PROXC770N Cw !A
Lga�/ S7REAM BUFFER
��
h \\\Wh�h�/�� y�v// `\�? L�'i
AN
4 co
doh
PARK 6F ^ I
l k Q % SO FT.' 99,136 � = I/ <�s
bV IY NQ -S
^V 41 �k/ `\ a VARIABLE WIDTH
~ m 5� °6� 6 / 6 <�00`\� / EASEMENT HDPU DRAINAGE `s�<
U / / ^• �� \ o\ / h
Cly
20' SANITARY l Q6 It
C
SEWER EASEMENT
HDPU
L96 1,0 r PEA A °)I�cNnl / FEMP ZONE
, c.;1 CWH PROPER77ES LIMl7ED
ti0� PARTNERSHIP
ry �39 37' PARCEL ID OJ200-00-00-02000
N41.2=3"E / RESIDUE OF 7MP 32-20
62.774 ACRES
/rye h9 D.B. 2309, PG. 419
VARIABLE WlD7N 0 0
SLOPE & DRAINAGE r��/
SEMENT HDPU `b
WATER
PR°7E°n°" NORTH POINTS
S7REAM BUFFER 1.6
PHASE 1A
MA ry' RIVANNA DISTRICT
N ^N 6734519.61 V61 ALBEMARLE COUNTY, VIRGINIA
= E 11503893.99 /
C� FOP �tl / PROPERTY LINE SCALE: 1 "--50' JUNE 17, 2021
E62 �0 �E MEANDERS Townes
6 VARIABLE WIDTH �0 / t1.390' ALONG SITE ENGINEERING
SLOPE & DRAINAGE �� THE � OF CREEK 1 PARK WEST CIRCLE, SUITE 108
EASEMENT / MIDLOTHIAN, NRGINIA 23114
D.B. PG. __ / PHONE: (804) 748-9011 FAX.(804) 748-2590
CHECKED BY SURVEYOR:
SHEET 2 OF 5
A
ORTH POINTS CHARLOTTESNLLE LLC .=
PARCEL ID OJ200-00-00-02JJO Z o ' �+ gg -� 100 -� 101
RESIDUE OF TMP 32-23✓�' VARIABLE WIDTH 9B �� gg 0 97 98 �� v tfi v
SANITARY SEWER (.l `.a v 10,2
0.181 ACRES TO BE TRANSFERRED 6
TO 7MP 32-23 \ EASEMENT HDPU \$ +� o 0 0 rn o
D.B. 5432, PG 396 ? o 00 \ o • v257.20' v `�
0 55106'16=W �'
NORTH POINTS CHARLOTTESVILLE LLC 00
10 T 65L \ �5$ S5106'i6"W 172.57' r
PARCEL ID 03200-00-00-02300 \ FRONT 3. 6'3g,g2' 43 00' 43 00' L81 43,00' n 43 00' 43 00' 43 00'
RESIDUE OF TMP 32-23 \75 146.1291.486 ACRES 55106'16 W
- 151.70 5510616 W
INCLUDING 0.181 ACRES OF TMP 32-23J \ �, 49 36 2 4, r @@I I°p A 20' SANITARY m r $ya
D.B. 5432, PG. 396 N ��N g�PEDESTRIAN I EASEMENTIN � � A HDPU
tO 2g / p oo SEWER EASEMENT a o
\ SHEET 4 OF LOTS 91-93
--------------
SHEET 3 OF 5 127.14) OPEN - - - -
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L1
N27*04'51 E
11.46'
L39
N755955"W
24.01'
L2
S2704'51 "W
10.99'
L40
N41 51'16"W
49. 10'
L3
S3721'58"W
49.73'
L41
S675428"W
23.59'
L4
N602249"W
6.39'
L42
N1620'25"W
1320'
L5
I N755955"W
14.89'
1 L43
N7941'18"W
16.76'
L5
N09'03'44"E
80.16'
L44
N552259"W
19.47'
L7
N3853'44"W
13.65'
L45
N9000'00"W
1331'
L8
N38 53'44 "W
20.00'
L46
S52 54 28"W
12.94'
L9
N28'06'35"E
15.86'
L47
N813347"W
5.84'
L10
S62'40'32"E
127.14'
L48
N5946'18"W
26.05'
L l l
S27'19 28"W
20.00'
L49
N90 00'00"W
27.45'
L12
S29'14'09 E
30.28'
L50
N1140'40"W
14.30'
L13
S515542"W
21.89'
L51
N712420"W
15.76'
L14
N55'40'16"W
44.71'
L52
S8507'07"W
34.73'
L 15
N08 53'11 "W
24.53'
L53
N803243"W
21.59'
L16
N4353'O6"W
5.81'
L54
N664223"W
10.47'
L 17
S75 43 50"W
9.53'
L55
N05 49 22"W
24.61 '
L18
N617025"W
22.67'
L56
N795623"E
44.97'
L19
N4903'03"W
21.62'
L57
N312124 E
52.48'
L20
N1573'20"W
15.23'
L58
N24 07'19 E
78.14'
L21
N6431'43"W
21.56'
L59
N0) 0228"W
39.49'
L22
N8657'16"W
17.50'
L60
N25'0755 E
112.89'
L23
N222846"W
22.60'
L61
N73'10'18"E
35.11'
L24
N6040'17"W
15.03'
L62
N33'31'51 E
80.47'
L25
N3607'54"W
32.75'
L63
N2822'30 E
20.15'
L26
N693123"W
19.52'
L64
N5758'49"W
J..88'
L27
N0649'04"W
14.57'
L65
S15'1751'E
4.17'
L28
N24 4847"W
14.77'
L66
S084249 E
56.84'
L29
N8641'39"W
1&90'
L67
S394354 E
21.51'
L30
N4754'11 "W
36.86'
L68
S30 0121 "W
30.42'
L31
N66 42'30"W
33.99'
L69
S313442"W
11.86'
L32
N467338"W
22.78'
L70
N68 09'02"W
39.38'
L33
N712636"W
22.31'
L71
S68'09'02 E
16.26'
L34
N3729'02"W
13.62'
L72
S09 46'30 E
25.22'
L35
N73'15'31 "W
9.10'
L73
S80'1424"W
20.00'
L36
N585647"W
39.31'
L74
N0946'30"W
14.07'
L37
S8743'11"W
15.58'
L75
N51'06'16"E
25346'
103
104
\ o x ( S510s 16 W �L�+\\SPACE B 5
o v D\ ACRES: 0.44 Y 1
\ \ o w@ \ 93 io Ne SQ FT., 19,156 ✓ JN 1100�hi
12' PRIVA7E\ * h3pk ���\
\\ SM z (108.07) (113.57)a RAINAGE III B'
EASEMENT `D- �,1'
VARIABLE WIDTH omo70� d N \ o� 92 (80.78)
DRAINAGE EASEMENT C�� \\ I� ' e�9
Cl) 4.78' 1 6'16"W $ 3
D.B. PG. 2 ' 85 '
c a o 5106'16"W I I1.5 43.00' 41.78'
in o b (96.90) (10355) I ._ m W Na'ip
LINE TABLE \ a \ _ VARIABLE WIDTH �� oo B6 \So
-� < ANITARY SEWER co m
LINE BEARING LENGTH \ o wl \ EASEMENT HDPU �g ppf Iz�f �<
L77 S3134'42"W 11.85' 8 0, ��
L78 S6108'33"E JO.00' n n No (85.74)(96.91) � W DRAINAGE o
w o EASEMENT
L79 N08'3720 E 20.97' \N o \o_ 90 g�°p 1r HDPU m v / 3g.
L80 N383344"W 10.00' o\t_ 1 S5106'16"W r�3 188.900_v�\ 9
L81 N5106'16 E 168.82' oo. n.�,�-4518.94)
77.51' v 43.00, 45.82' Cfl C1
L82 S68'10'10""E 120.87' 4.32)S5108'16"W 166.33' 2 \ A�
<\ N 6733642.02 \ 7-
G E 11504482.00 =
L83 S21 51'01 "W 10.00' z �?
CROSSCREEK PLACE
L84 N2150'58"E 11.49' y 61' R1W
PUBLIC RIGHT OF WAY
L85 N6870'10"W 83.75' HEREBY DEDICATED TO
o\� 5.05' PUBLIC USE C7/
L86 S38'5344 E 11,50' lv
yp 32.15' 136.57' N5IM16-E / VARIABLE WIDTH
L87 N385344"W 13.09' \ 4 I ^�-DRAINAGE EASEMENT
w D.B. _ - PG. _
L88 S0030'48 E 18,13' - --
L89 N3853'44"W 92.10' \ J ry L13
L90 S5957'12'E 37.11' ^\
n I \y PROPERTY LINE
L92 N5957'12"W 37.11' \ �' MEANDERS
L93 N3853'28"W 28.41' I l f1,390' ALONG
THE OF CREEK
L93 55124'17"W 10.05' 3 =3 \ m
1N ryllr�j ;�/ G NORTH POINTE CHARLOTTESVILLE LLC
L94 N3853'44"W 100.00' /N v N� /a a PARCEL ID 03200-00-00-023JO
h` rn /� RESIDUE OF 7MP 32-23J
L95 N7130'32"W 6.28' = I= 0/c° 1.354 ACRES
ry TO BE TRANSFERRED TO TMP 32-20
L96 S4125'13"W 16.90' phj / \ D.B. 5432, PG. 396
L97
55824'31 E
22.08'
`�
VARIABLE
•W
IN
try
���aa
/ WIDTH \
SANITARY
I /EASEMENT HDPU\
�2
?
L98
N5824'31 "W
22.54'
L99
N13'36'52"W
26.66'
L 100
S79 09'11 E
19.95'
h
KI ). �p
Q
/ VARIABLE WIDTH
/�-DRAINAGE
\
G
L 1Ol
S38'53'44 E
198.53'
443 O
EASEMENT HDPU
��� ` JOHN P OR
VARIABLE WIDTH $S VIRGINIA C PACE
LINE OF SIGHT \ g, �, PARCEL ID
EASEMENT HDPU m 1 82 $ y� 03200-00-00-029✓O
��, r w SV fir. V� TMP 32-29J
60�0� � `�'' $ ,� o D.B. 876, PG. 3
G� J 10pa� 85a
83 �Sg, 6o �e�. 16 ot'e5
VARIABLE WIDTH Ft
SANITARY SEWER
�,� EASEMENT HDPU S� SHEET 4 OF-5-
SHEET
-----
Q6 o c^� Zo •y 3 OF 5
�01 oo.�L�oA\a000\� 84
u, e,. N 6733089.06
1015 16 po 12 <\' � f �$ $�� E 1150406236
g0• 1� � o � .-'. � `�? �5 ,21E
��� E 106
� f 0' PRIVATE
/PEDESTRIAN 1� $b,
EASEMEN L $h. 21 • 0 S�
\ � A L' 1�p�� g CWH PROPERTIES LIMITED
„ PARTNERSHIP
VARIABLE WIDTH 0- �05 r� PARCEL ID 03200-00-00-02000
�� 12 SANITARY SEWER 11 .5 RESIDUE OF RESIDUE OF TMP 32-20
EASEMENT HDPU S%g QER�gEO D.B. 2309, PG. 419
p2 CZe 4 JPc In I N 6733281.18
111$66
VARIABLE WIDTH
RAINAGE EASEMENT
/ D.B. __- PG. _-
NORTH POINTE CHARLOTTESVLLE LLC
PARCEL ID 03200-00-00-02910
RESIDUE OF TMP 32-29I
0.004 ACRES
TO BE TRANSFERRED TO TMP 32-20
D.B. 5369, PG. 222
L 102
S51106 16 W
12.00
A4 U J
A4, .Woo I
m1��py
\ h
Opf�
PR ER1Y
/
L 103
N385344 "W
201.22'
L104
52151'09"W
91.99'
L 105
N33'06'19"W
127.82'ryryy
L 165
S70 04'15 E
18378'
Q ro rn
ro
L38
N602249"W
59.08'
L76
N6240'32"W
126.60'
L166
N592846"W
6303'
`t1 `�
ry �/
v
CWH PROPERTIES LIMITED PARTNERSHIP
PARCEL ID 03200-00-00-02000
� r
�
�o
ry ry
Is
ma's
RESIDUE OF 7MP 32-20
GRAPHIC
SCALE
64.132 ACRES
A
INCLUDING 0.004 ACRES OF TMP32-29/
& 1.354 ACRES OF 7MP 32-23J
so 0 25
so 100 Io
D.B. 2309, PG. 419
OPEN
Emmi SHEET 3 OFF_
___ _L__ SPACE_C SHEET 30F5__
( IN FEET) SHEET 2 OF 5 IACRES: 1.28 r� SHEET 2 OF 5
1 inch = 50 ft. SQ FT., 55,843
nn AlA/AI OV. Oni7 nV 17AUVAI«n.
o�o� , LT H 6 Li Z
4h
DRAFT i
MAYNARD J TINSMAN III
LIC NO 2860
L 08-17-2021 ,
LEGEND
CvSO vsO =CRITICAL SLOPE AREA
CSA CSA
.a = BUILDING SETBACK LLINE
NORTH POINTE
PHASE 1 A
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE.1 "=50' JUNE 17, 2021
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE. (804) 748-9011 FAX. (804) 748-2590
I
PRITCHETT LANE
VARIABLE WIDTH RIW
S5132'41 "W 36336'
OPEN ACRES: 0.38
A�
Gti� 1
107
�s
�Sg -iSH �Sa sa �c,>
(3337) (65.23) (65.20) L93 (77.83) S5124'17"W 287.09'
,5 36.38' R 23' oh 82.85' 92,74'
.89'
10' PR/VA7E.4J RC , z BSL ^yam v yes
o SPACE A SO FT. 16,519 a WATER WIDTH PRIVATE n•
132'41 "W 36313' C48 EASEMENT �' SANITARY
J 3 EASEMENT S
0 5700' 62.00' 62.00' \ 56.91' 57.00' 57.00, 11.22'C47 ti N 5.00,
o> BSL \ BSL o ti o a r o 75 I I 76 I IAI 77 /ro 78
y� a - - \ ¢ 5.00' I Z yry y� PR 0 JOHN P OR VIRGINIA C PACE
73 a m 040 I rb °a n PARCEL ID OJ200-00-00-029JO
' 70 71 72 a Sv TMP 32-29J
ti
66 c� ` 67 68 1 ; \ �f ti I If I^ 79 kJ� p� D.B. 876, PG. 3
0
• SIDE BSL N w 605. y
S51'0323"W 0
-lSa - 57.00' S7.00' S700' 62.00' 6200' 27.6T C27 BSL !
0° 57.00' a°p 62.00' 62.00' S6.90' 5700'
617.5T \ 108'16"W (57.00) L=6.38' 468T, ?g CS4 0�y� 5� vb 80
(20.00) 61757' S5t08'16'w
c o VARIABLE WIDTH THICKET RUN PLACE C,4g8s \92\ �s
SANITARY SEWER 61' RIW
rn c m \ EASEMENT HDPU \ PUBLIC RIGHT OF WAY SS 6 s
0 9-;c< N 6733502.88 HEREBY DEDICATED TO N 6733287.64�-
E 11504822.35 13 44) PUBLIC USE E 11504555.56 s
(0.81' 231.57\ N5106'16 E ^
VARIABLE WIDTH C57
C DRAINAGE Vh / 31.995' m 43.00' 4300' �43.00' 43.00' v 27.62' C56 c`'9 max• 81
274.79' N51 O6'16 E IN
VARIABLE W/DTH 20 EASEMENT HDPUIN 2 co
DRAINAGE EASEMENT �� o ° ko' o +° "
D.B. --, PG. o o \ o o °= \ •�0 ��� s.-
NORTH POINTS CHARLOTTESNLLE LLC
PARCEL ID 03200-00-00-023J0 Z o \S
VARIABLE WIDTH 9S �, v : 0 97 �8 0o g9 �o' 100 1 O1 8
RESIDUE OF TMP 32-23J �\-+ ao 96 v V1 '� 10,2 x VARIABLE WIDTHgS
0.181 ACRES TO BE TRANSFERRED SANITARY SEWER @ o w I lc + "� LINE OF SIGHT
TO 7MP 32-23 EASEMENT HDPU # \a, + g o \ iz.o j 1 •p 1 82 ,�
\ rn o EASEMENT HDPU rn
D.B. 5432, PG. 396 °f g o �° '�25720' �. `�-'• 1 ) �'o!� mN_ 8S�" ^ "• sJ•-
551.06'16=W OD 1. 1 ` \� \�
NORTH POINTS CHARLOTTESVILLE LLC 10 Ml N. \ L66 55106'16"W 172.57' as ,� .: �g > 5� rn
PARCEL ID 03200-00-00-02300 \ �3 RON a, 0 4300' 43.00' 43.00' `r J 100a'(� \moo\ \,
RESIDUE OF TMP 32-23 ° F 3 6 39.82' 43 00' 43.00' L81 4300'
L cn L75 146.12 5510616 W 103 ) �d'i fR m� fir '�S
91.486 ACRES \ �' 49.36 1 45' 6„E151.70' 55106 16 W \ , lgg�1 N R $\of 83 g
INCLUDING 0.181 ACRES OF TMP 32-2JJ r cl3 g�(A �. 20' SANITARY
D.B. 5432, PG. 396 N `N g1 PEDESTRIANIEASEMENT •a I�"� 0 m v �$. 2 .N N VARIABLE W/DTH
2 SEWER EASEMENT a o w' 6 6 0 �,+
@ \ g¢ 1N 1$ FA HDPU A L11 8g' cm a SANITARY SEWER
LOTS 91-93 I h \ W ? r 10.4 2c�G a EASEMENT HDPU
SHEET 40F5___ __________ _ __ > _____ _ S SHEET 4OF5
SHEET 3 OF 5 135.14' �� G OPEN - 3 • 10�15 ��`m -p -Z - SHEET 3 OF 5
\o H 119.23)S51'06'16"W (12714) I�i �a Z\��,SPACE B �. 8 \!7 �/' 1y \�,,-oGoyy°'i.'� `,\S6
0 c�@ I8 �� y `° Ago
CRES.• 0.44 y- -e h o• G o \o 8¢
+ 93 �' �'o SO FT. 19,156 0 m 0 � 6 • ` . 1p
w \ �10 105 1p2.1 $"-� Grc�°� `l k81' Na'-
rsors� LEGEND \\ _ y� 51.06'16" 12 5T �� I o f33'� p�. °'cv. 16 10'�� \•l��o�' b L6` F�
=CRITICAL SLOPE AREA \\ x W m 12' PRIVATE\� k25 k'✓'
z (108.07') (11357 p RAINAGE �2 +� o\ 12 gE 106
C can can AT- @ w EASEMENT A v 00' S0 5
A =BUILDING SETBACK LLINE c a4.92 Ip �� NORTH POINTE
VARIABLE WIDTH m o- ro o o (80.78 )
DRAINAGE EASEMENT c oa m o 4, 7 ' S 10 '1 'W 8 3g o> �F NLT H OF
D.B. _- PG. -->� 1 � 6' t 5 ' o PHASE lA
43 00 41.78' •�
\ mo£ (96.90)VARIABLEOWIDTH w an 10 > �`°s o� �ci RIVANNA DISTRICT
GRAPHIC SCALE �� \ ANITARYSEWERI �`" Be DRAFT llp
>
\ o ~ N EASEMENT HDPUI �o U e� �o• MAYNARD J TINSMAN III ALBEMARLE COUNTY, VIRGINIA
50 0 25 50 100 \ C +:
\ 91 0 89 {, ,- LIC. ND. 2860
\ \ 6 5 '6" 1 t' �I ' 4 rq $ \ 87 �� • <n,5 SCALE: 1 "=50' JUNE 17, 2021
(85.74)(95.91) p Sao DRAINAGE 88 110 \ 211g 08-17-2021 Townes
( IN FEET) sn„ EASEMENT.-4 `� 5� 4
SITE ENGINEERING
1 inch = 50 ft. \N o \o �o HDPU rnvJ_-, 9 39 lgNDS RVE��R 1 PARK WEST CIRCLE, SUITE 108
N o. 90�• \ U MIDLOTHIAN, NRGINIA 23114
@ S51'06'16'W� I`�� 188.90- �I PHONE: (804) 748-9011 FAX. (804) 748-2590
'AWN BY.• SDF CHECKED BY ENGINEER: CHECKED BY SURVEYOR: SHEET 4 (
I
CURVE
TABLE
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
66.00'
113.16'
98'14'01"
N4134'10 E
99.80,
C25
25.00'
38.02'
87'08'19"
N67'49'10"E
34.46'
C2
56.45'
42.05'
42'40'39"
S40'40'53"E
41.08'
C26
25.00'
37.51'
8558'24"
N855432"W
34.09'
C3
25.00'
41.16'
94'1926"
NO3'56'33"E
36.66'
C27
280.50'
28.35'
54725"
S53'59'58"W
28.33'
C4
219.50'
232.71'
60'4442"
N812837'E
221.97'
C28
280.50'
297.39'
604442"
S812837"W
28365'
C5
84.00'
49.36'
33'40'09"
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 46'38"W
59.83'
C30
580.50'
26.45'
236'40"
S44'13'40"E
26.45'
C7
230.50'
108.OX
26 51'09"
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
23.91'
C32
580.50'
43.52'
4'17'44"
S4740'52'E
43.51'
C9
169.50'
3.19'
1'04'38"
N244727E
3.19,
C33
280.50'
297.39'
604442"
S812837"W
28365'
CURVE TABLE
C10
169.50'
60.08'
20'18'36"
N3529'04"E
59.77'
C34
25.00'
36.35'
83'18'45"
N092654"E
3323'
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cil
169.50'
16.17'
52755"
N4822'19 E
16.16'
C35
60.00'
126.60'
1205339"
S87*20'42"W
104.39'
C49
469.15'
163.59'
195841"
S4133'15"W
162.76'
C12
169.50'
79.44'
2651'09"
S3740'42"W
78.71'
C36
645.50'
85.23'
733'55"
S3040'50"W
85.17'
C50
346.92'
16.48'
24321"
S307534"W
16.48'
C13
544.50'
129.45'
13'37'19"
S292243"E
129.15'
C37
554.50'
49.88'
509'13"
N3153'11 E
49.86'
C51
346.92'
216.85'
354853"
S10'59'27"W
213.34'
C14
548.50'
105.15'
10'59'01"
S14'13'18"E
104.99'
C38
120.00'
154.16'
733626"
N0729'38"W
143.78'
C52
376.88'
17.91'
24322"
S307528"W
17.91'
C15
354.00'
161.40'
260724"
S28'10'55"E
160.01'
C39
446.00'
192.83'
2446'18"
N315443"W
191.33'
C53
280.50'
53.19'
10'51'52"
S6279'37"W
53.11'
C16
60.00'
105.89'
101 06'48"
N88 09'13"E
92.67'
C40
436.50'
6.03'
0 47'30"
N16 42'10"W
6.OX
C54
280.50'
53.18'
10'51'49"
S73'11 27"W
53.10'
C17
90.00'
113.70'
7223'02"
S0359'02"W
106.29'
C41
455.50'
14Z13'
1830'23"
N2546'15"W
146.49'
C55
280.50'
5319'
)0'51'50"
S84'03'17"W
53.11,
C18
519.50'
251.57'
274444"
S46 04'51 E
249.12'
C42
580.50'
44.16'
4 21'32"
S52 00'29 E
44.15'
C56
219.50'
15.39'
4 01 'Ol "
S53'06'47"W
15.39'
C19
305.50'
96.98'
18'11'16"
S5051'35'E
96.57'
C43
580.50'
45.10'
427'06"
S562448'E
45,09'
C57
219.50'
43.70'
112424"
S604929"W
43.63'
C20
25.00'
38.02'
870747"
S8579'50'E
34.46'
C44
580.50'
13.32'
1*18,51"
S59'17'47E
1J..32'
C58
219.50'
110.00'
28'4252"
S8053'06"W
108.86,
C21
439.15'
32.84'
4'17'04"
S4924'10"W
32.83'
C45
580.50'
172.55'
170152"
N5126'16"W
171.92'
C59
469.15'
60.05'
720'01"
S357355"W
60.01,
C22
439.15'
120.29'
15'41'38"
S39 24'41 "W
119.91 '
C46
244.50'
71.41'
16 44'02"
N5135'11 "W
71.16'
C60
219.50'
43.86'
112655"
N79 02'00"W
43.79'
C23
346.92'
216.85'
35 4853"
S10 59 27"W
213.34'
C47
469.15'
45.84'
5135'54"
S48'44'39"W
45.82'
C61
219.50'
19.76'
S 09'31 "
N70 43'47"W
19.76'
C24
25.00'
40.32'
9224'09"
S215657"E
36.09'
C48
469.15'
57.70'
702'46"
S4225'18"W
57.66'
C62
645.50'
34.49'
3'0341"
N355938 E
34.48'
DRAWN BY.• SDF
CHECKED BY ENGINEER:
DRAFT
MAYNARD J TINSMAN III
LIC, ND, 2860
NORTH POINTE
PHASE 1A
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
JUNE 17, 2021
os-l7-zozl Townes
R SITE ENGINEERING
ND SURVE1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX. (804) 748-2590
SCALE.- N/A
CHECKED BY SURVEYOR:
SHEET 5 OF 5