HomeMy WebLinkAboutSUB202200126 Plat - Revision Final Plat 2023-06-05SURVEY 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 FAMILYATTACHEDAND MULTI -FAMILY
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 FAMILYATTACHED 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, ONAPRIL 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 UNDERL YING 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) SURVEY BY 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 MAY PROJECT 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.
6. BASIS OF HORIZONTAL DATUM IS NAD83 (NA 2011), VIRGINIA STATE GRID,
SOUTH ZONE.
7. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO.
51003CO280D, (PANEL 280 OF 575) EFFECTIVE FEBRUARY 4, 2005, THE
SUBJECT PROPERTY LIES IN SHADED ZONE X, AREAS OF 0.2 % ANNUAL
CHANCE FLOOD OR AREAS OF 1 % ANNUAL CHANCE FLOOD WITH
AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN I SQ. MILE.
8. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE SOUTH FORK
RIVANNA RIVER WATERSHED.
9. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN A WATER SUPPL Y
PROTECTION AREA.
10. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHINAN
AGRICULTURAL -FORESTAL DISTRICT.
11. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN ENTRANCE
CORRIDOR OVERLAYAREA.
12. THE PROPERTY SHOWN HEREON IS LOCATED WITHINANAIRPORTIMPACT
AREA / OVERLAY DISTRICT.
13. MANAGED STEEP SLOPES EXIST ON THE SUBJECT PROPERTYAS SHOWN
HEREON (SHEET 2).
14. THE PROPERTY SHOWN HEREON IS NOT LOCATED WI THIN A DAM BREAK
INUNDATION ZONE.
15. NO STREAM BUFFERS ARE LOCATED WITHIN THE LIMITS OF THE SUBJECT
PROPERTYAND PROJECT.
16. RECORDATION OF THE FINAL PLAT SHALL OPERATE TO TRANSFER, IN FEE
SIMPLE, TO THE COUNTY OF ALBEMARLE FOR PUBLIC RIGHT OF WAY THE
PORTION OF THE PREMISES SHOWN HEREON AS A PRESCRIPTIVE
EASEMENT AND THOSE ADDITIONAL AREAS DESCRIBED HEREIN.
17 UNLESS SPECIFICALLY DENOTED 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 THE AFFECTED 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 MAYNOT 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 COUNTYOFALBEMARLE.
19. VDOT WILL ONL Y MAINTAIN WITHIN THE DRAINAGE EASEMENTS TO THE
EXTENT NECESSARY TO PROTECT THE ROADWAY FROM 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 BY PUBLIC WATER SUPPL YAND
PUBLIC SEWAGE SYSTEM.
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 HEREONAS LOT 35.
TOTAL UNITS = 88
TOTAL LOTS = 35
ALLOWABLE BY -RIGHT DENSITY.- 15 DU/ACRE + MAX 30 % BONUS DENSITY
INCREASE FOR AFFORDABLE HOUSING,
ALLOWABLE DENSITY: 4.921 AC OF SITE x 15 DU/ACRE = 73 UNITS
73 UNITS x 20 % BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING UNITS
73 UNITS + 15 UNITS (8 BEING ADU) = 88 TOTAL UNITS
TOTAL ALLOWABLE DENSITY= 88 (17.9 UNITS/ACRE)
TOTAL PROPOSED DENSITY= 88 UNITS (17.9/ACRE)
TOTAL OPEN SPACE REQUIRED = 1.230 ACRES
(4.921 ACRES x 25% = 1.23 ACRES)
TOTAL OPEN SPACE PROPOSED = 1.266 ACRES
AREA TABULATION:
ORIGINAL TMP 45-68C2 2.710 AC.
ORIGINAL TMP 45-68E + 2.211 AC.
TOTAL ORIGINAL AREA = 4.921 AC.
AREA TO LOTS 1-35
AREA TO OPEN SPACE PARCEL'A'
AREA TO OPEN SPACE PARCEL'B'
AREA TO OPEN SPACE PARCEL'C'
AREA TO RIGHT-OF-WAY (RNV)'X'
AREA TO RIGHT-OF-WAY (RNV)'Y'
REMAINDER
OWNER(S) ADDRESS:
VICTORIAN HEIGHTS, LLC
455 SECOND STREET, SUITE 201
CHARLOTTESVILLE, VA 22902
3.248 AC.
- 1.113AC.
- 0.111 AC.
- 0.042 AC.
- 0.323 AC.
- 0.084 AC.
0.000 AC.
COUNTYOFALBEMARLE
BOARD OF SUPERVISORS
DESIGNATED AGENT
DATE
SURVEYOR'S CERTIFICATE.
I CERTIFY THAT THIS PLAT OF
SUBDIVISION, TO THE BEST OF MY
PROFESSIONAL KNOWLEDGE -AND
BELIEF, IS CORRECTAND ALL THE
REQUIREMENTS SET FORTH
REGARDING THE PLATTING OF LAND
INALBEMARLECOUNTY, VIRGINIA
HAVE BEEN COMPLIED WITH.
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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
THIS DAYOF 20 ,
BY.'
NOTARYPUBLIC
MY COMMISSION EXPIRES:
SHEET INDEX:
SHEETI:
COVER,NOTES
SHEET 2 :
EXISTING BOUNDARY & EASEMENTS,
BOUNDARY LINE ADJUSTMENT (CONSOLIDATION)
SHEET 3 :
SUBDIVISION OF LOTS (WEST)
SHEET 4 :
PROPOSED EASEMENTS (PRIVATE ACCESS,
PRIVATE DRAINAGE, & PUBLIC SWM)
SHEET 5 :
PROPOSED EASEMENTS (ACSA, RWSA, WALL)
SHEET 6 :
SUBDIVISION OF LOTS (EAST)
SHEET 7 :
PROPOSED EASEMENTS (PRIVATE ACCESS,
PRIVATE DRAINAGE, & PUBLIC SWM)
SHEET 8 :
PROPOSED EASEMENTS (ACSA, RWSA, WALL)
SHEET 9 :
LINE & CURVE TABLES
OF
JOSEPH C. MEDL
Lic. No.3385
05-213-23
d
PLAT OF
SUBDIVISION
VICTORIAN HEIGHTS
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY. VIRGINIA
Rio I Albemarle County, VA
DATE: July 13, 2022 SCALE: AS SHOWN
SHEET 1OF9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: May 29, 2023
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EX 5'EXPANSION
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$
DB 5292 PG 237
EASEMENTFOR30"
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— XC3 IRON (S)
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DB. 1775, PG. 432 WATER MAIN FOR /� EX. 5' EXPANSION
/ DB. 1779, PG. 398
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DB. 1439, PG. 196 / °�
SEWERAUTHORITY / EASEMENT FOR 24" DB. 1446, PG. 125 EX. VAR. WIDTH PUBLIC
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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
co & HUNTER W. WOOD, TRUSTEES
DB 5376 PG 608
IMP 45-68C
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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"
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40.23'
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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: July132022 SCALE: 1" = 50'
SHEET2 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: May 29, 2023
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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.
S42012'57"W 200.00'
STATE RTE. 1403 - BERKMAR DRIVE
50' PUBLIC RAN
DB. 1446, PG. 125
DB. 1439, PG. 196
DENOTES OPEN SPACE
PARCEL
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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
05-29-23 ALBEMARLE COUNTY, VIRGINIA
l RIO Albemarle County, VA
SURv�'DATE: July13, 2022 SCALE: 1" = 30'
SHEET 3 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: May 29, 2023
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ZELDA MAE OR WILLIE LEE HINES
— DB. 1056, PG. 607 /
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— RIVANNA WATER & SEWER AUTHORITY
PARCEL X' 14,085 SF � — DB. 768, PG. 277
HEREBYDEDICATED p
COUNTY OFALBEMARLE
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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I DD128
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I D93
D92
AR. WI
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(
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 _
DRA/NAGE
I D108 D709 D99 D112 _
D107 EASEMENT _
10'B VAR. WIDTH PRIVATE D121 D1 D98
l5 VAR. WIDTH PERMANENT o6 STORM DRAINAGE EASEDM 9NT — O�� p11 s 0115 7 ^0^ Dfoo
Ds� SWM FACILITY EASEMENT PARCELA I 8� �jJ �� O1ry/ oRO D37 D50 �—
DEDICATED FOR PUBLIC USE W7OPEN SPACE D1p ///
AREA = 10,439 SF (0.240 AC.) 0It 7 D103 6o a D42 _
:D4 VAR. WIDTH PRIVATE STORM 45,489 SFD104 DRA/NAGE EASEMENT 1.113AC. SEE DETAIL 4A, THIS SHEET I VAR. WIDTH PUBLIC STORM D�5 pop
�`,10' & VAR. WID
TlE SWM ESMT AT D29 DRAINAGE EASEMENT °` 2 PRIVATE STOR
73' FROM CORNER D28 D30 / D34 -� D33 D3DRAINAGE EA:
O D12 D11 � 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
��1,TH 0 VICTORIAN HEIGHTS
I
THIS SHEET �o �'G,� BEING
PROPOSED EASEMENTS O TAX MAP PARCELS 45-68C2 & 45-68E
FM
PRIVATE ACCESS, PRIVATE IN THE
� �JOSEPH C. MEDLEY
DRAINAGE, & PUBLIC SWM) Lic. No.3385 RIO MAGISTERIAL DISTRICT
m5-29-23 ALBEMARLE COUNTY, VIRGINIA
SCALE 1 "=30' RIO Albemarle County, VA
��D SURVIi> DATE: July13, 2022 SCALE: 1" = 30'
0 30' 60' SHEET 4 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: May 29, 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
O Q a
�JO
�Op4
M
M
SO=co
,S1
41 y
h
O O
o
Z
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
n�
w �
LlN39°4846"W _
40. 10' I,L S9°3642"E
I / 34.02'
NEWACSA VAR. UT/CITY
EASEMENT
�50°0921"E I
9.01,
I LOT 35
14.62' 21 "w i 75,543 SF
4.62'
NEWACSA VAR. WIDTH 1.734 AC.
LOT9
2,983 SF
7
UTILITY EASEMENT
�25
I I
�I I�
of I^
o
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
LOj
OPEN SPACE P/LA�RCEL B
2,494,81iiAC,N43°55'36"ELOT 17 N46°0424"W1,925SF 9.41'��N43°55'36"E 66.11' LL----��...
S42�3'35"W /
NEWACSA VAR. WIDTH / —
UTILITYEASEMENT N40°07'57"W ]/�7
17.31' `S40°07/57"E
14.4
55124'52"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
— — —
14.00'
EX. 20' WATERL/NE
/EASEMENT FOR CITY
N42°43'35"E OFCHARLOTTESVILLE
16.00' DB. 388, PG. 66
(TO REMAIN)
EX 5'EXPANSION
/ EASEMENT FOR 24"
WATER MAIN FOR
RIVANNA WATER &
(TO REMAIN) / / SEWERAUTHORITY
DB. 5655, PG. 348
(TO REMAIN)
VA ABLE WIDTH WATERLINE
EASEMENT FOR RIVANNA WATER l
AND SEWER AUTHORITY l /
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
m5-29-23
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: July13, 2022 SCALE: 1" = 30'
SHEET 5 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: May 29, 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 ++++ ++ ++ Xc1 + J41 KMARDRNE
+ + + c41 + PG. pUBLIC . BER
M 50' PR 25 —
XC2 DB. 1446, —
N. 3922621.29 = OB. 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
m5-29-23
clruv����
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
RID Albemarle County, VA
DATE: July13, 2022 SCALE: 1" = 30'
SHEET 6 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: May 29, 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
m5-29-23
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: May 29, 2023
SCALE: 1" = 3
J.N.: 49475
CHECK BY: JCM
W&I
E
0
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A
Q)
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TMP 45-72
RIVANNA WATER & SEWER AUTHORITY
DB. 768, PG. 277 / TMP 45-71
RIVANNA WATER & SEWER AUTHORITY /
/ DB. 768, PG. 277
L) /
_ Q
TMP 45-69B 1
HUNTER W WOOD REVOCABLE
TRUST
DB. 5302, PG. 48
STATE RTE.
659 - WOODBURN ROAD
'PARCELX' 14,085SF(0.323AC.)
40' PUBLIC RNV
HEREBYDEDICATED TO COUNTY
DB. 534, PG. 154
(ORIGINAL PRESC
OFALBEMARLE FOR PUBLIC
(NEW R/W)
�T L/NE)
RIPTIVE
RIGHT OF WAY
N40049 20 E
CS
223.06'
— _C7—
L2
_
EX. W
TERLIN
EASE
ENTFO
RIVA
A WA T R &
1 1
SEINE
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
(TO R
MAIN)
41308 SF p� ——58,767 SF
1
S49°
fr�J}
0.111 AC.
S49° 3" 7"E Iq
N49 23'07"W I 17.5E
/ /N43°55'36 E
gp.55, "E
23.77' III"`
LOT 15 LOT 16 LOT 17
/ 20.00'
N46°0424"W
LOT 19 LOT 20 LOT 21 LOT 22 LOT 23
2,35 SF 1,731SF 1,374SF 1,371SF 1,372SF
LOT 24
1,443 SF
LOT 25 LOT 26 38°10'55"E 6.
1,480SF 1,862SF 24.84'�
.L,f5� 1,548SF 1,925SF
/ / /9.41'Lq--
_ $_ 1 NE ACSA
l 66.11'
_ _ _ _
1 N43°33'19"E
_
129.84'
_
VA . UTILITY
_LLL--�►►►
_N43°55_36"E
N 3°5536"E
EAS MENT
S46°0424 E 1 07'
"
/
4.41'
S42�3'35"W / / /N47°1625"W
08'
1.34 12.00• N424335E 192.
1 S48°4226"E
IDTH / — — / N47°1625"W 5484226"E� I 13.93'
140°
IENT N40°07'57"W� �/'7 "NEWACSA VAR. 22.46'
17.31' IL L S40°0/ 57"E EX. 20' WATERLINE 7.5
/ 14.46' WIDTH UTILITY L -t 7s1'
EASEMENT FOR CITY EASEMENT T �S48°4226'E LOT 35
S51 °24'52"W / / / / N42°4335"E OF CHARLOTTESVILLE S41 °17'34"W 8.02' 543 SF
23.01' / 16.00' DB. 388, PG. 66 16.16' 75,543
/ (TO REMAIN)
EASEMENTFOR /
'N FOR RIVANNA EX 5' EXPANSION
EASEMENTFOR24"
VERAUTHOR/TY / / / WATER MAIN FOR
7B. 5655, PG. 361 / RIVANNA WATER &
(TO REMAIN) / / DB. 65I TY
5, PG. 348
(TO REMAIN)
ERLINE
WATER
10R/TY
'G. 125 /\
EMAIN)
I
1.734 AC.
EX WATERLINE
EASEMENTFOR
TMP 45-68D
DB. 430, PG. 125
_
\ N40°4920"E
4.96'
B�(WALL
ESMT B-C)
1 N59°4540"W
1 13.90'
I
1
1
1
LOT 34 I (WALL ESMT. A-B)
1 N54°02'50"W
2,776SF
63.51'
1
�
LOT 33 1
3107"E LOT 31
LOT 32 1, 742 SF 1
LOT29 LOT30 1,407 SF
1,401 SF _ �Q1 1
7�
1,42=SF 1,413 SFN38.10,55"
118,46' 1
D
y'
kA
-
m
rol
cI
<O
1
m
zl
G O
wM
vl
BOO
oI HI
p
>1
OZ
Z D
_
537°0�•1,y 1-9 9,.91� N52°58'01 "W ��16-�
O
9.72' m 1
NEWACSA VAR.
S37°01.59"W'T ?1 M
WIDTH UTILITY
20.00' > 1 0
1
EASEMENT
D
VAR. WIDTH WALL m N
& MAINTENANCE 1
EASEMENT
1
1
N17°2956"W ^'
16.51 Z/
28,12'
N
TIE WALL ESMT.
AT24.48"FROM A
NE COR. OPEN
SPACER
PARCEL A
W/ OPEN SPACE
48,489 SF
S32 21'04"W
1.113 AC.
42.9V
Xc1 R DRIVE — —
STATE RTE. 14044M/
3 . BERKMA
50' PUBLIC R— —
Lf) D50 16, PG. 125 —
= DB. 1439, PG. 196 — —
N —
U — —
PLAT OF
TMP45-68
SUBDIVISION
SANORA P. AMATO, CHRISTOISTOPHER B. GLEASON
& HUNTER W WOOD, TRUSTEES
OB. 5376, PG. 608 oNLTH 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
05-29-23
ALBEMARLE COUNTY, VIRGINIA
SCALE 1 "=30'
4 Y1D
1�-
jP
RIO Albemarle County, VA
SUR,41i>
DATE: July13, 2022 SCALE: 1" = 30'
0 30' 60'
SHEETS OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: May 29, 2023
d
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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°i6'35"W
41. f0'
A14
S49°>2'17"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°O6'S3"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
0
PLAT OF O
SUBDIVISION
ED
VICTORIAN HEIGHTS
AG'BEING
�TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
EYSRIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIARIO Albemarle County, VA
DATE: July13, 2022 SCALE: NA
SHEET 9 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: May 29, 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'
D>4
S85°36'49"W
49.72'
O15
N42°4138"W
28.43'
O16
N38°0245"W
8738'
D>7
N41 °3171 E
49.80'
O18
N46 46'S5"E
133.91'
Oi9
N40°3T26"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
3>. 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'
D3>
N47 47'07 E
4215'
D32
N89°41'00"W
1549'
D33
S41°3T48"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
>2.41'
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'