HomeMy WebLinkAboutSUB202200126 Plat - Revision Final Plat 2023-07-28_u
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SURVEY NOTES:
1. PROPERTY & ZONING INFORMATION.,
OWNER:
VICTORIAN HEIGHTS LLC
REFERENCE:
DB. 5655, PG. 371
TAX MAP PARCEL:
45-68C2
PROPERTYADDRESS:
NOT LISTED (WEST LINE OF BERKMAR DR.)
AREA:
2.710 ACRES (SURVEYED) ORIGINAL
ZONED:
R-15
PROPOSED USE:
SINGLE FAMIL YATTACHED AND MUL TI-FAMIL Y
RESIDENTIAL UNITS
OWNER.
VICTORIAN HEIGHTS LLC
REFERENCE:
DB. 5655, PG. 357
TAX MAP PARCEL:
45-68E
PROPERTYADDRESS:
NOT LISTED (WEST LINE OF BERKMAR DR.)
AREA:
2.111 ACRES (SURVEYED) ORIGINAL
ZONED.
R-15
PROPOSED USE:
SINGLE FAMIL YA TTACHED AND MUL TI-FAMIL Y
RESIDENTIAL UNITS
THIS SUBDIVISION IS A CLUSTER DEVELOPMENT WITH BONUS DENSITY FOR
AFFORDABLE HOUSING.
PROPOSED DENSITY IS 17.9 DWELLING UNITS PER
ACRE. ALSO SEE DENSITY, UNITS, & OPEN SPACE' THIS SHEET.
ALSO, THE COUNTY PLANNING COMMISSION, ON APRIL 25, 2023, DETERMINED
THAT THIS DEVELOPMENT WOULD REDUCE OR BE EQUIVALENT TO HAZARD AND
/ OR NOISE IMPACTS ANTICIPATED UNDER STANDARD LEVEL -CONVENTIONAL
DEVELOPMENT OF THE UNDERLYING ZONING DISTRICT.
2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON.
a) LAND RECORDS OBTAINED (& REFERENCED) FROM THE CLERK'S OFFICE
OFALBEMARLE COUNTY, VA;
b) FIELD RUN (BOUNDARY) SURVEYBY THIS FIRM.
3. DIMENSIONAL ZONING REGULATIONS (PER ALBEMARLE CODE)
SETBACKS:
FRONT YARD - 5 FEET MIN (18 FEET MIN FROM RAN OR EDGE OF
SIDEWALK TO GARAGE) AND 25 FEET MAX.
SIDE YARD - NONE- 10 FEET MIN. BUILDING SEPARATION
REAR YARD - 20 FEET MIN.
THE SPECIAL EXCEPTION APPLICATION SE2022-00043 WAS APPROVED BY THE
BOARD OF SUPERVISORS ON MARCH 15, 2023, MODIFYING THE SETBACK
REQUIREMENTS.
ALSO NOTE COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND SIMILAR
ARCHITECTURAL FEATURES MAYPROJECT NOT MORE THAN FOUR FEET INTO
ANY REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED
CLOSER THAN SIX FEET FROM ANY LOT LINE.
4. THIS PLAT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT, RELATIVE
TO EACH PARCEL HEREON, AND NOTED AS FOLLOWS:
- COMMITMENT NO. SHOC-012-1 FROM CHICAGO TITLE INSURANCE
COMPANY, DATED OCTOBER 20, 2021.
5. THE LANDS SURVEYED ARE THE SAME AS DESCRIBED IN THE
ABOVE -REFERENCED TITLE REPORT.
16. RECORDATION OF THE FINAL PLAT SHALL OPERATE TO TRANSFER, IN FEE
SIMPLE, TO THE COUNTY OFALBEMARLE FOR PUBLIC RIGHT OF WAY THE
PORTION OF THE PREMISES SHOWN HEREON AS A PRESCRIPTIVE EASEMENT
AND THOSE ADDITIONAL AREAS DESCRIBED HEREIN.
17. UNLESS SPECIFICALLYDENOTED AS PUBLIC, THE STREETS AND OTHER
REQUIRED IMPROVEMENTS IN THIS SUBDIVISION ARE PRIVATE IN NATURE AND
WILL NOT BE MAINTAINED BY EITHER THE VIRGINIA DEPARTMENT OF
TRANSPORTATION OR ANY OTHER PUBLIC AGENCY. THE MAINTENANCE
THEREOF IS THE MUTUAL OBLIGATION OF THEAFFECTED LOT OWNERS.
FAILURE TO MAINTAIN THE IMPROVEMENTS IN SUBSTANTIALLY THE SAME
CONDITION AS ORIGINALL YAPPROVED BY THE COUNTY MAY CONSTITUTE A
VIOLATION OF COUNTY ORDINANCE(S).
18. 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.
19. VOOT WILL ONLY MAINTAIN WITHIN THE DRAINAGE EASEMENTS TO THE
EXTENT NECESSARY TO PROTECT THE ROADWAYFROM FLOODING OR
DAMAGE.
20. ALL PROPOSED LANDSCAPING OUTSIDE OF THE PUBLIC RIGHT OF WAY, IF
ANY. SHALL BE OWNED / MAINTAINED BY THE HOA.
21. OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOA. ALL OPEN SPACE
SHALL BE RESERVED BY DEED FOR THE COMMON USE OF LOT OWNERS IN
THE SUBDIVISION AND DEDICATED TO THE HOA.
22. LOTS 1-35 EACH CONTAIN A BUILDING SITE THAT COMPIES WITH SECTION
4.2.1 OF THEALBEMARLE COUNTYZONING ORDINANCE.
23. THIS SUBDIVISION WILL BE SERVED BYPUBLIC WATER SUPPLYAND PUBLIC
SEWAGE SYSTEM.
24. ACSA WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON AS-BUIL T
LOCATIONS.
25. COMBINED WATER AND SANITARY SEWER EASEMENTS, ARE CENTERED ON
THE AS -BUILT LOCATION OF THE WATER AND SANITARY SEWER LINES (THE
EASEMENT AREAS'); PROVIDED HOWEVER, THAT THE WIDTH OF THE EASEMENT
AREAS SHALL BE AND HEREBYARE EXPANDED TO THE EXTENT NECESSARY TO
ENSURE THAT THE OUTSIDE BOUNDARY LINES OF EACH EASEMENT AREA
EXTEND AT LEAST 10' FROM THE CENTER OF THEAS-BUIL TLOCATION OF THE
WATERLINEAND 10' FROM THE CENTER OF THEAS-BUIL TLOCATION OF THE
SANITARY SEWER LINE, WHICHEVER IS GREATER
DENSITY, UNITS, & OPEN SPACE:
(34) TOWNHOUSE UNITS ARE PROPOSED, OF WHICH (8) SHALL BE AFFORDABLE
DWELLING UNITS,
(54) MULTI -FAMILY UNITS (ONE & TWO BEDROOM) ARE PROPOSED FOR LANDS
SHOWN HEREON AS LOT 35.
TOTAL UNITS = 88
TOTAL LOTS = 35
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OWNER'S APPROVAL:
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND, PLAT OF SUBDIVISION, VICTORIAN
HEIGHTS, BEING TAX MAP PARCELS 45-68C2 & 45-68E IS WITH
THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND
TRUSTEES, IFANY.
FOR: VICTORIAN HEIGHTS, LLC
BY.
(PRINT NAME)
STATE OF.
COUNTY OR CITY OF.
THE FOREGOING WAS ACKNOWLEDGED BEFORE ME ON
THISDAYOF 20 ,
BY.'
NOTARYPUBLIC
MY COMMISSION EXPIRES:
SHEET INDEX:
6. BASIS OF HORIZONTAL DATUM IS NAD83 (NA 2011), VIRGINIA STATE GRID,
ALLOWABLE BY -RIGHT DENSITY. 15 DU/ACRE + MAX 30 % BONUS DENSITY
SHEET 1 :
COVER, NOTES
SOUTH ZONE
INCREASE FOR AFFORDABLE HOUSING,
SHEET2:
EXISTING BOUNDARY & EASEMENTS,
7. BASED ONFEMAFLOOD INSURANCE RATEMAP (FIRM),MAP NO. 51003CO280D,
ALLOWABLE DENSITY: 4.921ACOFSITE x15DU/ACRE=73UNITS
BOUNDARY LINE ADJUSTMENT(CONSOLIDATION)
(PANEL 280 OF 575) EFFECTIVE FEBRUARY 4,2005, THESUBJECTPROPERTY
73 UNITS x 20 %BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING UNITS
SHEET3:
SUBDIVISION OFLOTS (WEST)
LIES IN SHADED ZONEX, AREAS OF 0.2 %ANNUAL CHANCE FLOOD ORAREAS
73 UNITS + 15 UNITS (8 BEING ADU) = 88 TOTAL UNITS
SHEET 4 :
PROPOSED EASEMENTS (PRIVATE ACCESS,
OF 1 %ANNUAL CHANCE FLOOD WITHAVERAGE DEPTHS OF LESS THAN 1
TOTAL ALLOWABLE DENSITY= 88 (17.9 UNITS/ACRE)
PRIVATE DRAINAGE, &PUBLIC SWM)
FOOT OR WITH DRAINAGEAREAS LESS THAN 1 SQ. MILE.
TOTAL PROPOSED DENSITY= 88 UNITS (17.9/ACRE)
SHEET 5 :
PROPOSED EASEMENTS (ACSA, RWSA, WALL)
SHEET 6 :
SUBDIVISION OF LOTS (EAST)
8. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE SOUTH FORK
TOTAL OPEN SPACE REQUIRED = 1.230ACRES
SHEET7:
PROPOSED EASEMENTS (PRIVATE ACCESS,
PRIVATE DRAINAGE, & PUBLIC SWM)
RIVANNA RIVER WATERSHED.
(4.921 ACRES x25% = 1.23ACRES)
COUNTY OFALBEMARLE
SHEET 8 :
PROPOSED EASEMENTS (ACSA, RWSA, WALL)
9. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN WATER SUPPLY
TOTAL OPEN SPACE PROPOSED = 1.266ACRES
BOARD OF SUPERVISORS
SHEET 9 :
LINE & CURVE TABLES
PROTECTION AREA.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN
AGRICULTURAL -FORESTAL DISTRICT
11. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN ENTRANCE
CORRIDOR OVERLAYAREA.
AREA TABULATION:
ORIGINAL TMP 45-68C2 2.710 AC.
ORIGINAL TMP 45-68E + 2.211 AC.
TOTAL ORIGINAL AREA = 4.921AC.
AREA TO LOTS 1-35
3.248 AC.
12. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN AIRPORT IMPACT
AREA TO OPEN SPACE PARCEL 'A'
- 1.113 AC.
AREA/OVERLAYDISTRICT.
AREA TO OPEN SPACE PARCEL'B'
- 0.111 AC.
AREA TO OPEN SPACE PARCEL'C'
- 0.042 AC.
13. MANAGED STEEP SLOPES EXIST ON THE SUBJECT PROPERTYAS SHOWN
AREA TO RIGHT-OF-WAY (RNV) 'X'
- 0.323 AC.
HEREON(SHEET2).
AREA TO RIGHT-OF-WAY (RNV) 'Y'
- 0.084AC.
REMAINDER
= 0.000 AC.
14. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A DAM BREAK
INUNDATION ZONE.
15. NO STREAM BUFFERS ARE LOCATED WITHIN THE LIMITS OF THE SUBJECT
PROPERTYAND PROJECT.
OWNER(S) ADDRESS:
VICTORIAN HEIGHTS, LLC
455 SECOND STREET, SUITE 201
CHARLOTTESVILLE, VA 22902
DESIGNATED AGENT
DATE
SURVEYOR'S CERTIFICATE.
I CERTIFY THAT THIS PLAT OF
SUBDIVISION, TO THE BEST OF MY
PROFESSIONAL KNOWLEDGEAND
BELIEF, IS CORRECTAND ALL THE
REQUIREMENTS SET FORTH
REGARDING THE PLATTING OF LAND
INALBEMARLECOUNTY, VIRGINIA
HAVE BEEN COMPLIED WITH.
OF
JOSEPH C. MEDL
Lic. No.3385
01-21-23
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PLAT OF
SUBDIVISION
VICTORIAN HEIGHTS
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY. VIRGINIA
RIO Albemarle County, VA
DATE: July 13, 2022 SCALE: AS SHOWN
SHEET 1OF9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: July 27, 2023
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DB. 1775, PG. 432 WATER MAIN FOR /� EX. 5' EXPANSION
/ DB. 1779, PG. 398
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S42°12'57"W 200.00' () EASEMENT FOR RIVANNA WATER & —
STATE RTE. 1403 - BERKMAR DRIVE SEWERAUTHORITY — —
50' PUBLIC RNV DB. 1446, PG. 125 _
TO REMAIN) ----
DB. 1439, PG_196
IRON (F) IMP 45-68
SANDRA P. AMA TO, CHRISTOPHER B. GLEASON
Lf) co & HUNTER W. WOOD, TRUSTEES
DB 5376 PG 608
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DB. 1439, PG. 196
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CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORDBEARING
CHORD
XC1
2760.66'
435.08'
217.99'
9°0148"
S36°51'58"W
434,63'
XC2
2760.66'
40.23'
20. 11'
0°50'06"
S41°4754"W
40.23'
XC3
5755.50'
141.11'
70.56'
> 24'17"
S41 °3049"W
141,10'
THIS SHEET
PARENT PARCEL BOUNDARY
OVERVIEW WITH VACATED
PARCEL BOUNDARY LINE &
EXISTING EASEMENTS (TO
REMAIN / TO BE VACATED)
SCALE 1 "=50'
0 50' 100'
PLAT OF
SUBDIVISION
VICTORIAN HEIGHTS
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
'IN
THE
RIO MAGISTERIAL DISTRICT
YS
D'141e.'o
ALBEMARLE COUNTY, VIRGINIA
Rio Albemarle County, VA
DATE: July 13, 2022 SCALE: 1" = 50'
SHEET2 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: July 27, 2023
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PARCEL X' 14,085 SF (0.323AC) HERESY DEDICA TED TO COUNTYOFALBEMARLE
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'PARCEL Y' 3,653 SF (0.084 AC.)
HEREBY DEDICATED TO
COUNTYOFALBEMARLEFOR
PUBLIC RIGHT OF WAY
LEGEND
Q(F)
PROPERTY CORNER FOUND, AS NOTED
•(S)
PROPERTY CORNER SET, AS NOTED
ESMT.
EASEMENT
VAR.
VARIABLE
TMP
TAX MAP PARCEL
DB.
DEED BOOK
PG.
PAGE
NEW LOT CORNERS TO BE SET AT
APPROPRIATE TIME INCIDENTAL TO SITE
GRADING / EARTHWORK COMPLETION.
S42°12'57"W 200.00'
STATE RTE. 1403 - BERKMAR DRIVE
50' PUBLIC RAN
DB. 1446, PG. 125
DB. 1439, PG. 196
DENOTES OPEN SPACE
PARCEL
N. 3922621.29
E.'11491676.89
THIS SHEET
SUBDIVISION OF LOTS
SCALE 1 "=30'
0 30' 60'
PLAT OF
SUBDIVISION
�N1,TH UFP VICTORIAN HEIGHTS
p JfQG BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
Lic. No.3385 "aos C. a RIO MAGISTERIAL DISTRICT
ic. 3385
01_27_23 ALBEMARLE COUNTY, VIRGINIA
l RIO Albemarle County, VA
SURv�'DATE: July 13, 2022 SCALE: 1" = 30'
SHEET 3 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: July 27, 2023
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TMP 45-73 /
ZELDA MAE OR WILLIE LEE HINES
— DB. 1056, PG. 607 /
— — TMP 45-72
— RIVANNA WATER & SEWER AUTHORITY
PARCEL X' 14,085 SF � — DB. 768, PG. 277
HEREBYDEDICATED p
COUNTYOFALBEMARLE
FOR PUBLICRIGHTOFWAY STATE RTE. —
j E. 659
WOODBURN ROAD — —
50' PRIVATE ACCESS
EASEMENT FOR INTER -PARCEL
CONNECTION
710 SF (0.016 AC.) TOTAL
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�
ro
Z
TIEACCESS ESMT
FOR INTER -PARCEL
CONNECTION AT 28. 19'
ALONG ESMT. LINEA1
OPEN SPACE
PARCEL C
1, 825 SF
(0.042 AC.)
20' & VAR.
WIDTH
PUBLIC
STORM
DRAINAGE
EASEMENT
T/E ACCESS ESMT
AT 2.52' FROM
CORNER
(ALONG NEW R/WJ
w
O
TIE ESMT.
AT 17.24 VAR. WIDTH PRIVATE STORM
DRAINAGE EASEMENT
10' PRIVATE STORM
o N49 3449'E 352.22' D26 972' 10.28' D132 —DRAINAGE EASEMENT
_ D
'PARCEL X' 14,085
HEREBY DEDICATEI
OFALBEMARLEf
TIE ESMT.
RIGHT OF I
AT 91.56'
ON ARC C8
(19.40' ON
ARC C33)
C7
I DD128
I o _
I D93
D92
AR. Wl
LOT I LOT2 20' PUBLIC STORM
2,647SF 1,849SF LOTS DRAINAGE EASEMENT TORM
1,378 SF LOT 4 LOT 5 I m ASEME
1,417SF 1,763 SF LOT 6 LOT 7 �^ I LOT 18 OPEN SPACE PARCEL B
1,771 SF >,805 SF LOT 8 LOT 9 Q Z493 SF 4,837 SF
1,857SF 2,983SFI 0.111 AC.
A2 I I LOT 10 LOT 11
3,061 SF 1,974 SF LOT 12
q�e Oy A3 I 1,572 SF 566 SF 1,560 SF LOT 15 LOT 16 LOT 17 LOT 19 LOT 20 LOT 21
P 1,554SF 1,548SF 1,925SF 2,357 SF 1,731SF 1,374SF
I A
oz\ A(
lJT
M
Q
\ ¢Q
D13
A16
(B-C)
e D18
A4
4a A14 AC17 AC7
P� o 413
D24 1 D23 —� AC16
Al2 PERSEUS LANE
28' & VAR. WIDTH PRIVATE 20' PUBLIC STORM ------- AC15
ACCESS EASEMENT DRAINAGE EASEMENT
('PERSEUS LANE?
(�29,211 SF (0.671 AC.) TOTAL
LOT 35
75,543 SF
1.734 AC.
DIII
0
20' PUBLIC 1
STORM DRAINAGE f
10' PRIVATE EASEMENT L
_ STORM _
I
DRAINAGE 07 O108 D709 D99 D112 — _
Of07 EASEMENT
10'& VAR. WIDTHPRIVATE D121 O1 098
l5 VAR. WIDTH PERMANENT o6 STORM DRAINAGE EASEMENDT — O�� p11 s 0115 7 ^0^ Ofoo
ps� SWM FACILITY EASEMENT PARCELA I 8� �jJ �� O1ry/ oRO p37 D50 �—
DEDICATED FOR PUBLIC USE W7OPEN SPACE o p1p /// , 1 �
AREA = 10,439 SF (0.240 AC.) 0It 7 D103 6� a D42 _
-D4 VAR. WIDTH PRIVATE STORM 45,489 SF D104 Ij
-D3 DRA/NAGE EASEMENT 1.113AC.
\ SEE DETAIL 4A, THIS SHEET I VAR. WIDTH PUBLIC STORM 035 pop o 10' & VAR. WID
TlE SWM ESMT AT D29 _� DRAINAGE EASEMENT °` --� PRIVATE STOR
�`,73' FROM CORNER D28 D30 / D34 -� D33 D32 DRAINAGE EA:
O D12 211 c
VAR. WIDTH PRIVATE
STORM DRAINAGE m
EASEMENT �
— 1fm
D9
— S41 °41'53"W
21.01'
tl't'-10�32'19'51 "W TlE ACCESS ESMTAT 18.48'
2.19'
'PARCEL Y' 3,653 SF (0.084 AC)
HEREBY DEDICATED TO
COUNTY OFALBEMARLE FOR
PUBLIC RIGHT OF WAY
VAR. WIDTH PRIVATE
4aq—
D134fSTORM DRA/NAGE
EASEMENT
0
DETAIL 4A
PRIVATE DRAINAGE ESMT.
(BERKMAR & PERSEUS)
1"=20'
S45 5148 W 277,31' D31 DC1
TIE DRAINAGE
ESMT. AT 324.03'
ONARC (XC1)
STATE RTE. 1403 - BERKMAR DRIVE
50' PUBLIC RAN PLAT OF
DB. 14, PG. 125
SUBDIVISION
DB. 143939, PG. 196 96
e
VICTORIAN HEIGHTS
THIS SHEET �'G,�BEING
PROPOSED EASEMENTSTAX MAP PARCELS 45-68C2 & 45-68E
PRIVATE ACCESS, PRIVATE IN THE
� EYaDRAINAGE, & PUBLIC SWM) RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE 1"=30'RIO Albemarle County, VA
DATE: July 13, 2022 SCALE: 1" = 30'
FM
0 30' 60' SHEET 4 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: July 27, 2023
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IMP 45-73
ZELDA MAE OR WILLIE LEE HINES
— — DB. 1056, PG. 607 EX WATERLINE
EASEMENTFOR
PARCEL X — RIVANNA WATER AND
14,085 SF — SEWERAUTHORITY
HEREBYDEDCATEO p — — D8. 5655, PG. 361
COUBLI OFALSEMARLE — _ (TO REMAIN) —
FORPUBL/CRIGHT OF WAY STATE RTE. — _
— j E• 659 — WOODBURN ROAD
— O
N493449,F 352.22'
0
N38°07'45"W Z
25. 00'
S50°57'06"W
7.77'
o
O
�Op4
SO=co
,S1
41 y
h
O O
o
2
20.01'
OPEN SPACE
PARCEL C
1, 825 SF
(0.042 AC.)
N40°5542"E
TIE ACSA ESMT
AT 13.76' FROM
NEW R/W
LOT' LOT
2
2, 647 SF 1,849 SF LOT 3
1,378 SF LOT 4 LOT 5
1,417 SF 1,763 SF LOT6
°5706'E' 39.85' 1, 771 SF
—� N9°364 "W
11.48'
LOT7
1,805 SF LOT 8
1,8577 SF
L 40.10' I,L S9°3642"E
I / 34.02'
NEW ACSA COMBINED WATER
AND SANITARY SEWER EASEMENT
VARIABLE WIDTH CENTERED ON
I AS -BUILT LOCATION -
50°0921 "E I HEREBY DEDICATED TO ACSA
9.01,
I NEW ACSA COMBINED WATER AND
SANITARY SEWER EASEMENT - LOT 35
14.62' 21 "w i VARIABLE WIDTH CENTERED ON 75,543 SF
4.62'
AS -BUILT LOCATION - 1.734 AC.
LOT9
2,983 SF
7
HEREBY DEDICATED TO ACSA
�25
I I
�I I�
of I^
�I I;
I a
M y
v I 1 PARCEL A
S41 °41'53"W
S41 °08'10"W4' ZS32°19'51 "W
32.19'
'PARCEL Y' 3,653 SF (0.084 AC.)
HEREBY DEDICATED TO
COUNTY OFALBEMARLE FOR
PUBLIC RIGHT OF WAY
W1 OPEN SPACE
48,489 SF
1.113 AC.
� (ORIGINAL RWSA ESMT -
_ TO BE RIGHT OF WAY)
TMP 45-72 ap /
RIVANNA WATER & SEWER AUTHORITY
DB. 768, PG. 277 =
U
H
_ CQC
LO�_I=0=1f I )�LOT 13 L_T14
�ISFI1,548Sf
'I SIF I$II 1,974 SF LOT f2
54
N O5706" 1,o 1F
E 3173 1 666 SF 1560 SF LOT 15 LOT 16
S50 5706"W 282.34' _
(ORIGINAL PRESCR/PT/VE
SMr LINE)
— _C7
LOT 18 / OPEN SPACE PA�RCEL B
Z493 SF/ / 4,837
/L
0. 1 ii AC, l
/ / /N43°55'36"E
LOT 17 / / N46°0424"W
1,925SF / / /9.41'��
l N43°5536"E 66.11'
S42 p3'35"W /
1 —1
1.34
NEW ACSA COMBINED WATER
/ —
AND SANITARY SEWER EASEMENT
- VARIABLE WIDTH CENTERED ON Nao°o7'ST'w
1731'
S40°07/57"E
AS -BUILT LOCATION -
14.4
HEREBYDED/CATED TOACSA S512452"W
23.01' /
/
5' EXPANSION EASEMENT FOR /
I
30" WATER MAIN FOR RIVANNA
WATER AND SEWER AUTHORITY /
/
DB. 5655, PG. 361 /
LOT 19
Z357 SF
'PARCEL X' 14,085
HEREBY DEDICATEI
OFALBEMARLEf
RIGHT OF I
LOT20 ILOT21
1,731SF 1,374SF
/ /N47°1625"W
12.00' N42°433
Ir — — — — — — — — — — — —
14.00'
EX. 20' WATERL/NE
FOR CITY
/EASEMENT
N42°4335"E OFCHARLOTTESVILLE
VARIA.
16.00' DB. 388, PG. 66
(TO REMAIN)
OA
HEREBI
EX 5'EXPANSION
/ EASEMENT FOR 24"
WATER MAIN FOR
RIVANNA WATER &
(TO REMAIN) / / SEWERAUTHORITY
DB. 5655, PG. 348
(TO REMAIN)
VARIABLE WIDTH WATERLINE
EASEMENT FOR RIVANNA WATER /
AND SEWER AUTHORITY
DB. 1446, PG. 125 /\
(TO REMAIN)
S4505148"W 277,31' —
STATE RTE. 1403 — BERKMAR DRIVE
50' PUBLIC RAN
DEL 1446, PG. 125
DB. 1439, PG. 196
THIS SHEET
PROPOSED EASEMENTS
(ACSA, RWSA, WALL)
SCALE 1 "=30'
0 30' 60'
TH
o �
L)JOSEPH C. MEDLEYa
Lic. No.3385
m1-21-23
7-1
PLAT OF
SUBDIVISION
VICTORIAN HEIGHTS
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
RIO Albemarle County, VA
DATE: July 13, 2022 SCALE: 1" = 30'
SHEET 5 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: July 27, 2023
d
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TMP 45-72 M /
RIVANNA WATER & SEWER AUTHORITY
DB. 768, PG. 277 = TMP 45-71 TMP 45-69B 1
y RIVANNA WATER & SEWER AUTHORITY HUNTER W WOOD REVOCABLE
_ DB. 768, PG. 277 TRUST
V DB. 5302, PG. 48
N47021'12"E 30' & VAR. WIDTH PRIVATE ACCESS
43.92' STATE RTE. 659 - WOODBURN ROAD EASEMENT ('TAURUS LANE)
'PARCEL X' 14,085 SF (0.323 AC.) 40' PUBLIC RNV SEE SHEET 7 & 9 FOR COURSES
HEREBYDEDICA TED TO COUNTY DB. 534, PG. 154
S322T30°E OF ALBEMARLE FOR PUBLIC
(NEWRn J
(ORIGINAL PRESCRIPTIVE 25.22' R/GHTOFWAY N40°4970'E 5'M/N. FRONT
�T L/NE) 2.30' 0O
N47006'05"E TYP. SBK.
55.51' S'M/N. FRONT 223.06' N40°4378"E 217.85' ( )
SBK. (TYP.) 24.02'
10, 16�00' 16.00' 20.00' 13.35' C7 N41 °17'05°E 88.86 C39 9�8' 19.99' 43.86' 16.00' 16.00' 16.00' 16.00' 20.00'
41.40_ —
71
C15 -�- C2+ + C33 C34 C35 C36 C37 L2 C40 ^ \
25' MAX m K \
'T + + f C38 25' MAX FRONT y FRONT SBK. c _ h °p — °j W W
SBK. (TYP.) "+ N + % SBK. (TYP.) 0 0
v + + + 25' MAX —jI I N (TYP.) ro o o m m
I FRONT SBK ro k N ep v a e, �'! I �' IOry W W
y f + + + (TYP.) N ,c Vi _ y h— N N I y W y O o M h Q V
W— W W W W W W O1 m y y y y 2, O76 SF v
°j LOT27 y m LOT28 m m \
w LOT 18 0)PEl1(SPACE PAR EC B - o y y w 4,308 SF 00s 1,742 5�
W W W ^ v o v v o v o h a 3,767 SF y y LOT 33
o 2,493 SF -� 4,837 $F f h I o yI LOT31 LOT32
^ ^ ^ + 3�- ^ ^ ^ ^ ^ ^ ^ 1,407SF 1,401 SF
v o v v + 0.111AC. v a a v v v ^ _
0 0 o c y Io + _ f y y y y y y y a LOT29 LOT 30 —
y D 1,420 SF 1,413SF
�O p b + + + �i LOT 19 LOT20 LOT21 LOT22 LOT23 LOT24 LOT25 LOT26
LOT 15 LOT 16 LOT 17 y h f -� + D C 20' REAR SBK. N
-� 2,357 SF 1,731 SF 1,374 SF 1,371 SF 1,372 SF 1,443 SF 1,480 SF 1,862 SF II Z
1, 554 SF 1, 548 SF 1,925 SF h m + f 1' _ J C
40.20o
y + U1 '
C6 f + + f 8.15' 16.00' 16.00' 20.00' v
C29 16.00' A
20' EAR SBK, o S42°45'32"W 64.62' 20'REAR SBK. C30 S39°23'20^W 116.35' —
16.00' C17 C16 C32 C31 C9 — — — m
Moo, 3.50' d; � 27.00' 20,04' 15.99' 15.99' 15,99' 15.99' 15.99' 19.98' iZ7T
4' C11 S42°48N5"W 164.72' PERSEUS LANE C10 o
PERSEUS LANE N42°48'15"E —� y0' REAR SBK o
6.77'
AR SBK. L 1 —
+- C5 '- _ 20' REAR SBK 28' & VAR. WIDTH PRIVATE \
* _ ACCESS EASEMENT m
C f + ' N ('PERSEUS LANE) m \
SEE SHEET 7& 9 LOT 35 y
f + + FOR COURSES 75,543 SF T \
ut Y Y Y 1.734 AC.
WI b+ + a h h ca h
O
h
M + r\ y y y
5-FRONT SBK
+ f f+y I � �
N42°41951' + ++ f 5'FRONTSBK. N38°01'OS"E 203.69'
N: 3923126.76
E.'11491799.61
_ ' +++ '+ + + + + + + f F++ +
+ + + +
++ N42°48'15'E 230.07" + + + ++ + PARCEL + k I
N. 39230�
+ + WIOPEI SPACE' E114919 +
+ + f + + + + + + + + + + + + 4 + + + + + + 48,48P,_SF + + +
+ f f + f + f f S32 21'04"W + + + + + + + + + + + + + + + + + + + ' 1.113AC. +
+ + + + + + + + + f + + + + + + + + + + + + + + f + + + + + f
++++++++++++++++++++++ ++++++++f ++++ ++ ++ Xc1 + KMARDRNE
+ + +tXC2
C41 + + + + + + + + + + STATE RTE. 1 )- p B BER
M 50' PUBLIC R 25 DB. 1446, PG. N. 3922621.29 = DB. 1439, PG. 196 _
E. 11491676.89 y
L) _
PLAT OF
TMP45-68
SUBDIVISION
SANORA P. AMATO, CHRISTOISTOPHER B. GLEASON
& HUNTER W WOOD, TRUSTEES
OB. 5376, PG. 608 ,G,�,Z,TH OF 1, VICTORIAN HEIGHTS
LEGEND
Q(F)
PROPERTY CORNER FOUND, AS NOTED
•(S)
PROPERTY CORNER SET, AS NOTED
ESMT.
EASEMENT
VAR.
VARIABLE
TMP
TAX MAP PARCEL
DB.
DEED BOOK
PG.
PAGE
NEW LOT CORNERS TO BE SET AT
APPROPRIATE TIME INCIDENTAL TO SITE
GRADING / EARTHWORK COMPLETION.
DENOTES OPEN SPACE
PARCEL
THIS SHEET
SUBDIVISION OF LOTS
SCALE 1 "=30'
0 30' 60'
L)JOSEPH C. MEDLEYa
Lic. No.3385
m1-21-23
clruv����
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
RID Albemarle County, VA
DATE: July 13, 2022 SCALE: 1" = 30'
SHEET 6 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: July 27, 2023
7ORM
3EMENT
9
)8
TMP 45-72
RIVANNA WATER & SEWER AUTHORITY
DB. 768, PG. 277
PERSEUS LANE
TE0121
NT
r �
D103
TMP 45-71
RIVANNA WATER & SEWER AUTHORITY
DB. 768, PG. 277
20' PUBLIC
STORM DRAINAGE
EASEMENT
D104 l
VAR. WIDTH PUBLIC STORM D35
DRAINAGE EASEMENT
D34 D33
D50
STATE RTE. 659 — WOODBURN ROAD
FtKJtUJ LANt
28' & VAR. WIDTH PRIVATE
ACCESS EASEMENT
('PERSEUS LANE J
29,211 SF (0.671AC.) TOTAL
10' & VAR. WIDTH
PRIVATE STORM
DRAINAGE EASEMENT
D42
10' & VAR. WIDTH
PRIVATE STORM
DRAINAGE EASEMENT
TMP 45-69B 1
HUNTER W WOOD REVOCABLE
TRUST
DB. 5302, PG. 48
30' & VAR. WIDTH PRIVATEACCESS
EASEMENT ('TAURUS LANE)
29,21I SF (0.671AC.) TOTAL (W/ PERSEUS)
VAR. WIDTH PRIVATE
STORM DRAINAGE
DRAINAGE EASEMENT
14 A L;. 10' & VAR. WIDTH
PRIVATE STORM
DRAINAGE EASFMIFNT
D66
D67 _ate N — 1164
L D97
20'PUBLICDRAINAGE
D� h
--o
EASEMENT HEREBY
DEDICATED FOR PUBLIC USE
D52
03.3 054
D48
o p
_ —
D46
MAR DRIVE
PARCEL A L75J8�
W/ OPEN SPACE
48,489 SF
1.113 AC. _
D31
DC1 \ STATE RTE.4403
'5 �pUBLICC RO — — —
TIE DRAINAGE DB- 1446' PG. 125 -
ESMT. AT324.03' pg, 1439, PG. 196 _
ONARC(XC1) —
= PLAT OF
(� TMP45-68
SUBDIVISION
SANORA P. AMATO, CHRISTOISTOPHER B. GLEASON
& HUNTER W WOOD, TRUSTEES
OB. 5376, PG. 608 oo ,�,�,Z,TH OF VICTORIAN HEIGHTS
THIS SHEET
PROPOSED EASEMENTS
(PRIVATE ACCESS, PRIVATE
DRAINAGE, & PUBLIC SWM)
SCALE 1 "=30'
0 30' 60'
o �l
L)JOSEPH C. MEDLEYa
Lic. No.3385
m1-21-23
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
0C RIO
rD SiJItv�� DATE: July 13, 2022
SHEET 7 OF 9
DRAWN BY: JCM
Last Revised: July 27, 2023
SCALE: 1" = 3
J.N.: 49475
CHECK BY: JCM
W&I
E
0
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1
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A
Q)
w.
TMP 45-72
RIVANNA WATER & SEWER AUTHORITY
DB. 768, PG. 277 / TMP 45-71
RIVANNA WATER & SEWER AUTHORITY /
/ DB. 768, PG. 277
L) /
_ Q
STATE RTE. 659 - WOODBURN ROAD
'PARCELX' 14,085SF(0.323AC.) 40' PUBLIC R/W
HEREBYDEDICATED TO COUNTY DB. 534, PG. 154
_ OFALBEMARLE FOR PUBLIC
�T LIVE) (ORIGINAL PRESCRIPTIVE RIGHT OF WAY
C8 —
TMP 45-69B 1
HUNTER W WOOD REVOCABLE
TRUST
DB. 5302, PG. 48
(NEW RIW)
N40049 20' E
223.06'
I
_ C7 _
_ _
—L
EX W
TERLIN
EASE
ENTFO
RIVA
A WA T
R &
1 1
SEWS
AUTH
RITY
N40°36'53"E
LOT 18 / OPEN SPACE P RCEL B
DB. 56
5, PG. 3
8
LOT27 32.55' LOT28
2,493 SF/ 4,837 S/L�
l l
(TOR
MAIN)
4,308 SF p� ——58,767 SF
1 fr�J} ql S49°
0.111 AC.
S49° 3'07"E
N49 23'07"W I qp^36'S3"E 17.5E
/ /N43°55'36 E
23..77' III"`
LOT 15 LOT 16 LOT 17 / 20.00'
N46°0424"W
LOT 19
2,35 SF
LOT 20
1,731SF
LOT 21
1,374SF
LOT 22
1,371SF
LOT 23
1,372SF
LOT 24
1,443 SF
LOT 25
1,480 SF
LOT 26
1,862 SF
38°10'55"E 6.
24.84'�
.L,f5� 1,548SF 1,925SF / / /9.41'�q—
NE ACSA
l 66.11'
N43°33'19"E
129.84'
VA . UTILITY
_LLL--�►►►
_N43°55_36"E
N
3°5536"E
EAS MENT
S46°0424
/
"1
E 1
07'
4.41'
08'
S42p3'3511W / / /N47°1625"W
1.34
12.00•
— — —
N424335E 192.
— — — — — — — — — — —
—
— — — —
I TER
FENT
/ — —
/ N47°1625"W
14"0°
5484276"E�
1iS48°4226"E
I 13.93'
ON N40°07'57"W�1
17.31' (L
/
S40°07j57"E
NEWACSA COMBINED
22.46'
S41°08'11"W
'ON -
14.46'
EX. 20' WA TERLINE
EASEMENT FOR CITY
WATER AND SANITARY
SEWER EASEMENT
L
T
7.51'
�S48°4226'E LOT 35
CSA S51 °24'52"W /
/
/ N42°4335"E OF CHARLOTTESVILLE
-
VARIABLE WIDTH CENTERED
S41 °17'34"W
6.oz 75,543 SF
23.01'
/
16.00' DB 388 PG 66
16. 16'
/ (TO REMAIN)
EASEMENTFOR
'N FOR RIVANNA IIIEX.5' EXPANSION
VER AUTHORITY / / / EASEMENTFO WATER MAIN FOR
)B. 5655, PG. 361 / RIVANNA WATER &
(TO REMAIN) / / DB. 65/TY
5, PG. 348
(TO REMAIN)
ERLINE
WATER
10R/TY
'G. 125 /\
EMAIN)
I
ON AS -BUILT LOCATION -
HEREBY DEDICATED TO ACSA
1.734 AC.
EX WATERLINE
EASEMENTFOR
TMP 45-68D
DB. 430, PG. 125
LOT 33
I'07"E LOT 31 LOT 32 1, 742 SF
LOT29 LOT 30 1,407 SF 1,401 SF —
1,420 SF 1,413 F 118.46' —
_ uaR'10,55'
\\ 4.96'
B
(WALL ESMT. B-C)
N59°4540"W
13.90'
1
1
1
LOT 34
2,776SF
1
1
1
N� I�A
m �
zl
�� vl
SS37°O1'59"W— 139.91'
N52°58'01 "W -7-1 1
9.72' 6-� m 1
S37'01'59"W� ? 1
20. 00'
NEW ACSA COMBINED
WATER AND SANITARY
SEWER EASEMENT -
VARIABLE WIDTH
CENTERED ON AS -BUILT
LOCATION -
HEREBY DEDICATED
TO ACSA
PARCEL A
WIOPEN SPACE
48,489 SF
1.113 AC.
VAR. WIDTH WALL
& MAINTENANCE
EASEMENT
N17°2956"W
TIE WALL ESMT.
AT24.48"FROM
NE COR. OPEN
SPACER
(WALL ESMT. A-B)
N54°02'50"W
63.51' O
O
7� O
Oz
�6
a >
0
T
� G O
A = Z
O>
G
O
m
rn
28.12'
S32 21'04"W
42.91'
PUBLIC RNq DB. 1446, PG. 125
xC1
R DRIVEE
STATE R—
TE, 1403 " BERM(MA
50' — — —
—
= OB. 1439, PG. 196 — —
N —
U — —
PLAT OF
TMP45-68
SUBDIVISION
SANORA P. AMATO, CHRISTOISTOPHER B. GLEASON
& HUNTER W WOOD, TRUSTEES
08. 5376, PG. 608 �NLTH oF� VICTORIAN HEIGHTS
JfQG
BEING
p
TAX MAP PARCELS 45-68C2 & 45-68E
THIS SHEET
o
PROPOSED EASEMENTS
L)JOSEPH
C. MEDLEYa
IN THE
RIO MAGISTERIAL DISTRICT
(ACSA, RWSA, WALL)
Lic.
No.3385
01-21-23
ALBEMARLE COUNTY, VIRGINIA
SCALE 1 "=30'
4 y"D
RIO Albemarle County, VA
SUR'41i>
DATE: July 13, 2022 SCALE: 1" = 30'
0 30' 60'
SHEET 8 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: July 27, 2023
d
O
t7
z
O
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LINE TABLE
LINE
BEARING
LENGTH
Al
N39 4724"W
30. 12'
A2
N49°12'17E
18. if'
A3
N57°16'35 E
41. f0'
A4
N48°>342 E
f0274'
A5
N42°45'32 E
220.91'
A6
N49°38%l0"W
4533'
A7
S49°38%10 E
43.93'
A8
N39 22'08 E
113.96'
A9
S60°1T49 E
28.40'
Af0
53922'08"W
118.73'
All
S42°4532"W
229.73'
Al2
S48°1342"W
102.74'
A13
S57°16'35"W
41. 10'
A14
S49°12'17"W
18. 11'
A15
S394T24"E
30. 12'
A16
S53 2975E
11.58'
A17
N74°06'S3 E
9.09'
A18
N38°02%l5"W
53.99'
A19
S74°06'53"W
2554'
LINE TABLE
LINE
BEARING
LENGTH
L1
N42°4532'E
1203'
L2
N17°54'10"W
6.96'
L3
N74°0633 E
9.09'
ACCESS EASEMENT LINE & CURVE TABLES
LOTS, LINE & CURVE TABLES
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DRAINAGE EASEMENT LINE TABLE
DRAINAGE EASEMENT CURVE TABLE
O
PLAT OF O
SUBDIVISION
�pTH OFF VICTORIAN HEIGHTS
JAG' BEING
� TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
�JOSEe. C. MEDLEYS RIO MAGISTERIAL DISTRICT
Lie. No.3385
(D1_21_23 ALBEMARLE COUNTY, VIRGINIA -
RIO Albemarle County, VA
SO DATE: July 13, 2022 SCALE: NA
SHEET 9 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: July 27, 2023
LINE TABLE
LINE
BEARING
LENGTH
D1
N492547"W
6. 10'
D2
S84°0846"W
1713'
D3
S40°34'13"W
2.99'
D4
N53 2975"W
5.20'
D5
N85°3649"E
6.62'
D6
N40°34'>3E
11.52'
D7
S99 25%17 E
38.66'
D8
N47°5044 E
4. 10'
D9
S47°5044"W
138.80'
D 10
N49 2547"W
63.37'
Dfl
N40°34'13E
83.20'
D12
S45°5148"W
51.47'
D13
S40°34'13"W
4.41'
D14
S85°36'49"W
49.72'
O15
N42°4138"W
28.43'
O16
N38°0245"W
8738'
D17
N41 °3171 E
49.80'
O18
N46 46'S5"E
133.91'
O19
N40°3726"W
92.36'
D20
N40°3776"W
4.45'
D21
S40°3776 E
4. 18'
D22
S40°3T26 E
1 > 1.6T
D23
S46°46'S5"W
15210'
D24
S41°3171"W
31. 19'
D25
S37 2336E
50.55'
D26
S42 4138E
37. 18'
D27
N85°3649 E
2513'
D28
N49 2546"W
5.00'
D29
N40°07'09"E
26.42'
D30
N52°35'35E
10200'
D31
N47 47'07 E
4215'
D32
N89°41'00"W
1549'
D33
S41°3748"W
4568'
D34
S47°39'45"W
5743'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
AC1
24.00'
6.70'
3.3T
15°5931"
N41°!0'>4"W
6.68'
AC2
201.00'
21.64'
f0.83'
6°10'08"
N46°0436"W
21.63'
AC3
299.50'
18.88'
9.44'
3°36'43"
N44°48'13"W
18.88'
AC4
514.00'
61.18'
30.63'
6°49'if"
N43°12'00"W
61.14'
AC5
70.00'
l08.73'
68.78'
88°5941"
N4°4276E
98. 12'
AC6
286.00'
4517'
22.63'
9°OZ'S4"
N52°45'09"E
45. 12'
AC7
486.00'
46.39'
23.21'
S 28'>0"
N45 2937 E
46.38'
AC8
2200'
3548'
22.95'
92 25'17"
N3 2634"W
31.76'
AC9
2212'
>3.>1'
6.76'
33°58'02"
N664373'W
>292'
AC10
21.98'
13.47'
6.96'
35°OT40"
S32°0558 E
13.26'
AC11
19.00'
31.01'
20.20'
9329S6"
N83°35'S2E
2768'
AC12
314.00'
13.86'
6.93'
2°3145"
S38°06'16"W
13.86'
AC13
286.00'
33.59'
16.81'
6°4344"
S36°00'16"W
33.57'
AC14
264.00'
46.83'
23.48'
10°09'S1"
5374370"W
46.7T
AC15
514.00'
48.66'
24.35'
S2577"
545°3038"W
48.64'
AC16
3>4.00'
49.59'
24.85'
9°0254"
55245'09"W
49.54'
AC17
286.00'
40.29'
20. 18'
8°04'18"
S53°1476"W
40.26'
AC18
4200'
6524'
41.27'
88°5941"
S4 °4276"W
58.87'
AC19
486.00'
48.26'
24. 15'
S 4174"
S42°38'O6 E
48.24'
AC20
199.00'
2782'
13.93'
8°0037"
S49 29'07 E
2780'
AC21
24.00'
12.05'
6.16'
28°4631"
S67°5240'E
11.93'
AC22
70.00'
49.35'
2575'
402345"
S19°35'31 E
48.34'
LINE
BEARING
LENGTH
D35
N38°4T23 E
49.56'
D36
N9°4233"W
19.69'
D37
N40°4045"E
209'
D38
N72°02'56 E
1290'
D39
S65°3036"E
17.40'
D40
N24 29'04 E
>0.00'
D41
N65°3036"W
1249'
D42
N42°15'12"E
86. 10'
D43
S53°18'12"E
9.33'
D44
N36°4148"E
10.00'
D45
N53°18'12"W
8.24'
D46
N43°3047E
61.69'
D47
N46 29'13"W
f0.00'
D48
S43°3047"W
6738'
D49
S42°15'12"W
41.41'
D50
N40°4045"E
7>.53'
O51
N40°4045"E
128.53'
D52
N47°11'12"W
0.7T
D53
S62 2272"W
9.42'
D54
S35°5079"W
34.63'
D55
S48°18'12"E
13.75'
D56
S38°07'01"W
4750'
D57
N52°0044"W
13.25'
D58
S37°59'16"W
f0.00'
D59
S52°OZ'S5"E
11.77'
D60
S37°02'59"W
21.64'
D61
N46 24 38"W
9. 15'
D62
S43°3572"W
f0.00'
O63
S46°2438 E
f0.24'
D64
S37°43'10"W
60.02'
D65
S52°f6'SO E
764'
D66
N38°01'08 E
6500'
D67
N38°01'08 E
93.76'
D68
N49°1934"W
14.09'
LINE
BEARING
LENGTH
O69
N35°5079'E
23.24'
D70
S62 2272"W
f0.61'
D7>
N47°11'>2'W
71.30'
D72
N37°0579 E
182.71'
D73
N52°5431"W
20.00'
D74
S37°05'29"W
>7709'
D75
N312874"W
3711'
D76
N31 °3831 "E
2720'
D77
N58 21'09'W
20.00'
D78
S31°3831"W
21.70'
D79
N49°3840'W
23.31'
D80
N18°5833 E
43.62'
D81
5452442'E
6. 16'
D82
N44 °35'18E
f0.00'
D83
N452442"W
9.46'
D84
N40°4970'E
17.07'
D85
N49°0032"W
784'
D86
N40°5978"E
65.80'
D87
S49°00'32 E
765'
D88
S37°5607"W
69. 18'
D89
N49 4673W
10.88'
D90
N50°1247"E
6.84'
D91
N3722'S1'E
63.34'
D92
N42 2935"E
78.97'
D93
S47°30'OS E
f0.49'
D94
S49°4673 E
37.18'
D95
5312874E
60.87'
D96
S47°if'12E
7281'
D97
S40 40'07"W
11.34'
D98
S40 4045"W
180. 15'
D99
S40 4041 "W
1.84'
D100
S9°42'33 E
3.04'
D101
S9 42'33 E
10.65'
D102
S9 42'33 E
6.40'
LINE
BEARING
H
D103
S38°4773"
'
D104
S38°4773"
D105
S55°O6'54"
'
Of06
S55°O6'S4"
'
D107
N49 25'47"
'
J143.98'
D108
N47°50'S4'
'Of09
N42°0906"
'D1>0
S47°5044"
1'D111
S42°04'12
'0112
N36°33S6"
'
0113
N42°48'15'E
178. 18'
D1>4
54626S4E
3.4>'
0115
S60°1249"W
14.60'
D1>6
N294T1>"W
>0.00'
D117
N60°12'49'E
18.26'
0118
N39°33'16"W
4.65'
D119
N50 26'44 E
47.34'
D120
N4°12'12"E
23.66'
D 121
S85 4T48 E
f0.00'
0122
S4°12'12"W
23.32'
D123
S48°32'01 E
1.35'
0124
S40°1572"E
721'
D125
N49°4438'E
156.73'
0126
N12°05'4TE
529'
0127
S85°12'S4 E
21.66'
D128
N46°48'04'E
129.95'
D129
N43°1136"W
10.00'
D130
S46°48'04"W
125.50'
0131
N85°1234"W
13. 18'
D132
S49°3449"W
9.95'
0133
N49 2547"W
11.81'
0134
S40°34'13"W
>241'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C2
24.00'
1205'
6. 16'
28°46'31"
N67°5240"W
11.93'
C3
199.00'
2782'
>3.93'
8°00'37"
N4929'07"W
27.80'
C4
486.00'
26.99'
13.25'
3°0774"
N43°55'O6"W
26.49'
C5
514.00'
21.44'
>0.72'
2 2374"
N43°5937 E
21.44'
C6
486.00'
4.40'
220'
0°3106"
S43°01'OS"W
4.40'
C7
1240.50'
170.40'
8534'
7°52'14"
N45°38%12"E
170.27'
C8
1234.50'
1560'
780'
0 4377"
N41 °11'03 E
1560'
C9
300.00'
3523'
1764'
64344"
S36°00'16"W
3521'
C10
250.00'
44.35'
2223'
>0°09'51"
S37°4370"W
44.29'
C11
500.00'
33.86'
16.93'
3°5247"
S46°17'19"W
33.85'
C12
300.00'
47.38'
23.74'
9°02'S4"
S52°45'09"W
4733'
C13
300.00'
4226'
21. 17'
8°04'18"
S53°1476"W
42.23'
C14
56.00'
S0.1T
26.91'
S1°1937"
S23°32'19"W
48.5>'
C15
1240.50'
9.79'
4.89'
0 2T07"
N49 21'15"E
9.79'
C16
500.00'
1734'
8.67'
1°59'15"
S45°2033"W
1734'
C17
500.00'
16.51'
8.26'
1°5332"
S47°16'56"W
16.51'
C18
300.00'
0.77'
0.38'
0°0849"
S48°18'07"W
0.77'
C19
300.00'
31.04'
1553'
5°5538"
5512070"W
31.02'
C20
300.00'
1557'
779'
2°5876"
S55°4T23"W
1557'
C21
300.00'
14.94'
74T
2°5>'13"
S55°5039"W
14.94'
C22
300.00'
20.04'
10.02'
3 4936"
S52°3034"W
20.03'
C23
300.00'
728'
3.64'
1 2379"
S49°54'01 "W
728'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C24
56.00'
f0.69'
S36'
f0°56'19"
S43°44'08"W
f0.67'
C25
56.00'
9.30'
4.66'
9°3043"
S33°3037"W
929'
C26
56.00'
14.22'
715'
14°32'48"
52128'S2"W
14. 18'
C27
56.00'
1597'20'07"
S6°0224"W
159>'
C28
1240.50'
62.37'
31. 19'
2°5231"
N4741'16E
62.37'
C29
300.00'
7.86'
3.93'
1°30'04"
S38°37'07"W
786'
C30
300.00'
2737'
13.70'
S°1340"
S35°>5'15"W
2736'
C31
250.00'
14.23'
712'
3°15'38"
S34°16'14"W
14.22'
C32
250.00'
30. 12'
1508'
6°54'13"
S39 21'09"W
30. 10'
C33
1240.50'
2703'
13.52'
1°1435"
N45°3T23E
2703'
C34
>240.50'
20.05'
>0.03'
0°5534"
N44°32'08 E
20.05'
C35
1240.50'
1599'
799'
0 44'18"
N43°42'12 E
1599'
C36
>240.50'
1599'
799'
0 44'18"
N42°5T54 E
1599'
C37
1240.50'
1599'
799'
0 44'18"
N42°1335 E
1599'
C38
1240.50'
3.20'
1.60'
0°0832"
N41 °47'Of E
3.20'
C39
1234.50'
9.39'
4.69'
0 26'08"
N41 °19'42 E
9.39'
C40
1234.50'
6.21'
3.11'
0°17'18"
N40°ST59 E
6.21'
C41
2760.65'
26.32'
13.>6'
0°3247"
S41°39'15"W
26.32'
C42
514.00'
61. 18'
30.63'
649'11"
S43°12'OOE
61. 14'
C43
299.50'
18.88'
9.44'
3°3643"
N44°48'13"W
18.88'
C44
201.00'
21.64'
10.83'
6°1008"
S46°0436"E
21.63'
C45
24.00'
6.70'
3.3T
15°5931"
N41°10'14"W
6.68'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
OCf
2760.66'
111.22'
S5.62'
2°1830"
N40°1337E
111.21'
OC2
9.76'
S°37'03"
N50°40'S4"W
19.50'