HomeMy WebLinkAboutSUB202100214 Plat - Submittal (First) 2021-12-14ED
/BRANCMLANDS
WAKEFIELD
GREENBRIER
HEIGHTS
DUNLORA
SITEole Foods Market
GREENBRIER �1165 Pen Par., d ,\ Charlottesvill,%VA
Charlottesville0 f
High School Pen Park
STONEHENGE
WILLOW
� HEIGHTS •� '
\Mclntlre Park o.
Wlldwood
LOCUST GROVE
Darden
Tow, Park
1 VICINITY MAP
c-10 SCALE: 1 "= 2000'
IF BENT® 7.61' SE
TMP 61A-41
RAY, DELORES J
DB 5596 PC 520
SCALE: 1
1 SUBDIVISION PLAT
C-101 SCALE: 1 "=20'
KE T
' CEDAR HI'.
lY
16
07
NEW ACSA WATER EASEMENT
N /6-JU UU W
RTE 768
PEN PARK ROAD
VARIABLE PUBLIC WIDTH R/W
IF BENT
TMP 61A-29
CATHOLIC DIOCESE
DB 1802 PC 311
AREA "E"
DEDICATED TO
STATEMENT OF CONSENT
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED
LAND AT TAX MAP 61, PARCELS 32 & 42 IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
TEWKSBURY, DEBORAH J.
1165 PEN PARK
CHARLOTTESVILLE VA, 22901
COMMONWEALTH OF VIRGINIA
CITY/COUNTY OF:__________
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS ____ DAY OF 2021.
SIGNATURE OF NOTARY PUBLIC
REG. NO.:
MY COMMISSION EXPIRES: ___
_--3.79'
IF BENT® 3.58' SW
TMP 61A-34A
TMP 61A-33 RUDMAN, DONNA M
PAUL JASIURKOWSKI I DB 4694 PC 489
DB 4799 PC 199
I
I
EX. 2 ' ACSA SANITARY
(SEWER EASEMENT
DB4495 PG543
EX. 20' ACSA SAf ITARY SEWER
EASEMENT
DB 1960 PG 166
SUB
PRELIMINARY SUBDIVISION PLAT FOR
1 10" 5 PEN PARK ]GOAD
TMP 061AO-00-00-03200
TMP 061AO-00-00-04200
RIO DISTRICT, ALBEMARLE COUNTY,
PARCEL DATA
VIRGINIA
LEGAL REFERENCE:
TMP 061AOO-00-00-03200
TMP 061AOO-00-00-04200
MAGISTERIAL DISTRICT:
RIO
OWNER:
TEWKSBURY, DEBORAH J
1165 PEN PARK ROAD
CHARLOTTESVILLE, VA 22901
SITE PLAN NUMBER:
NO APPLICABLE
RECORDED DEEDS:
TMP 061A00-00-00-03200: DB 272-18
TMP 061A00-00-00-04200: DB 262-156
PARCEL ADDRESS:
1165 PEN PARK ROAD
CHARLOTTESVILLE, VA 22901
TOTAL AREA:
0.825 ACRES
CURRENT ZONING DISTRICT:
R4 - RESIDENTIAL
CURRENT USE:
RESIDENTIAL
SOURCE OF BOUNDARY:
BOUNDARY SURVEY PERFORMED BY MERIDIAN PLANNING GROUP.
SOURCE OF TOPOGRAPHY:
FIELD RUN TOPOGRAPHIC SURVEY PERFORMED BY MERIDIAN PLANNING GROUP ON
NOVEMBER 5, 2021 UNDER DIRECT SUPERVISION OF TIMOTHY RAY MILLER, P.E. L.S.
WATER & SEWER:
THESE PARCELS ARE LOCATED WITHIN THE ACSA JURISDICTIONAL AREA
FLOODPLAIN:
PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO.51003CO287D, EFFECTIVE DATE
FEBRUARY 4, 2005.
WATER SUPPLY WATERSHED:
THESE PARCELS ARE NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED
AGRICULTURAL -FOREST DISTRICT: THESE PARCELS ARE NOT LOCATED WITHIN A AGRICULTURAL -FOREST DISTRICT
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SUBDIVISION DATA
PROPOSED USE: 4 LOTS WITH SINGLE FAMILY DETACHED AFFORDABLE UNITS.
MAXIMUM LOT SIZE: 7260 SQ FT
MINIMUM LOT FRONTAGE: NONE
SETBACK REQUIREMENTS: FRONT: 5FT
REAR: 20FT
SIDE: 5FT
ANY PART OF THE STRUCTURE MUST BE LOFT FROM ANY OTHER
I
STRUCTURE, UNLESS ATTACHED
WATER & SEWER SERVICE: THESE LOTS WILL BE SERVED BY PUBLIC WATER AND SEWER.
F
SUBDIVISION NOTES
Q
1. GROSS AREA OF PARCELS = 0.825 ACRES
NET RESIDENTIAL AREA AFTER RIGHT-OF-WAY DEDICATION = 0.825 - 0.022 = 0.803 ACRES
ALLOWABLE DENSITY: 4 DU/ACRE * 0.803 ACRES= 3.2 DU
TMP 61A-34
z
HINDMAN, ANNE R
I
2. PER ALBEMARLE COUNTY ORDINANCE SECTION 15.4.3: A DENSITY INCREASE OF 30% ALLOWED FOR AFFORDABLE UNITS.
o
DB WB171 PC 316
ALLOWABLE BONUS DENSITY: 4 DU/ACRE * 1.3 = 5.2 DU/ACRE
a
ALLOWABLE NUMBER OF DWELLING UNITS: 0.803*5.2= 4.2 DU
NUMBER OF LOTS PROPOSED: 4
3. LOTS 1, 2, 3 & 4 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY
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ORDINANCE.
SHEETINDEX
C-100 ..... COVERSHEET & CONTEXT MAP
C-101 ..... EXISTING CONDITIONS & DEMOLITION PLAN, PLAT OF CORRECTION, PLAT OF VACATION
C-102 ..... UTILITY PLAN & PROFILE
C-200 ..... UTILITY DETAILS
I
LEGEND
EX EXISTING
UP UTILITY POLE
PVC POLYVINYL CHLORIDE
TBR TO BE REMOVED
WM WATER METER
— S — S — S — EXISTING SANITARY SEWER
o Fo FIBER OPTIC
o„ —o„ —o„ OVERHEAD UTILITY
BUILDING SETBACK
ADJACENT
TREE LINE
PROPOSED WATER LINE
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SHEET NO.
C-100
SHEET I of 4
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IF BENT® 7.61' SE
J
TMP 61A-41
RAY, DELORES J 4.
DB 5596 PC 520
RTE 768
PEN PARK ROAD
VARIABLE PUBLIC WIDTH R/W
5
V
BENT® 10.14' SE
TMP 61A-42
TEWKSBURY, DEBORAH J.
DB 5596 PC 520
EXIS
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90
0
0
N78'30'00"W 100.00'
PLAT OF CORRECTION
C-101 SCALE: 1"=20'
IF BENT
RTE 768
PEN PARK ROAD
VARIABLE PUBLIC WIDTH R/W-
100.05
V
BENT® 10.14' SE
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TMP 61A-41 C:,
RAY, DELORES J
DB 5596 PC 520
0
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0
2 PLAT OF VACATION
C-101 SCALE: 1"=20'
TMP 61A-42
TEWKSBURY, DEBORAH J.
DB 5596 PC 520
EXIS
AREA SUMMARY FOR
TMP 61A-42
TMP 61A-42 ............. 0.399 AC.
PLUS TMP 61A-32 0.426 AC.
TOTAL AREA ............ 0.825 AC.
N78'30'00"W 100.00'
59..E
IF BENT •
1 1 1 � 1 • 1
1
SEE N TE 3
L4
L5 AREA "D" w IF BENT® 11.65' SW
" 0.023 AC. •
AREA B r- NT® 3.58' SW
0.019 AC.
N
L7 L6
SEE NOTE 4
I
AREA A AREA C
(SEE NOTE 1) (SEE NOTE 2) TMP 61A-34A
TMP 61A-33 RUDMAN, DONNA M
PAUL JASIURKOWSKI DB 4694 PC 489
DB 4799 PC 199
TMP 61A-32
TEWKSBURY, DEBORAH J.
DB 5595 PC 520
AREA SUMMARY FOR
i1�I2.3/Q�Y.�
AREA A .........
0.192
AC.
AREA B ........
0.019
AC.
AREA C ........
0.192
AC.
AREA D
0.023
AC.
TOTAL AREA ... 0.426 AC
318'03'54"W 8.56'
101.24'
TMP 61A-32
TEWKSBURY, DEBORAH J.
DB 5595 PC 520
N75'00'00"W 99.85
EX. 2p "ACSA SANITARY
SEWEAS EREMENT
DB4495 PG543 -
EX. 20' ACSA SA ITARY SEWER
EASEMENT
DB 1960 PG 166 EX SSt
� / G
P \ / �, RC2
Est O
12 \ EX.SSMK 1
/0' /
0
BENT® 11.65' SW
TMP 61A-33
PAUL JASIURKOWSKI
DB 4799 PC 199
TMP 61A-34A
RUDMAN, DONNA M
DB 4694 PC 489
EX. 2 'ACSA SANITARY
SEWER EASEMENT
DB4495 PG543
EX. 20' ACSA SA ITARY SEWER
EASEMENT
DB 1960 PG 166 EX -SS
P
\ _ i EX.SS,MK 1
/
IF
PLAT OF CORRECTION NOTES
1. LOT 1 AS SHOWN ON SUBDIVISION PLAT RECORDED IN DB 272-18.
2. LOT 2 AS SHOWN ON SUBDIVISION PLAT RECORDED IN DB 272-18.
3. ORIGINAL BOUNDARY LINE FOR LOT 5 ON SUBDIVISION PLAT RECORDED IN DB 262-156.
4. BOUNDARY LINE FOR LOTS 1 & 2 ON SUBDIVISION PLAT RECORDED IN DB 272-18. THIS
BOUNDARY LINE IS BELIEVED TO BE INCORRECT BECAUSE IT IS TO RIGHT OF WAY FOR PEN
PARK ROAD. A DEED DEDICATING THIS RIGHT OF WAY COULD NOT BE FOUND.
PLAT OF CORRECTION LINE TABLE
Line
Direction
Length
1-1
N 1015'00" E
170.10'
L2
N 1014'08" E
10.20'
13
S 10*15,00" W
8.07'
L4
S 83'04'59" E
49.59'
1-5
S 83'04'59" E
51.65'
L6
S 78'30'00" E
49.53'
17
S 78'30'00" E
51.43'
18
S 1018'17" W
18.09'
L9
S 09'45'00" W
13.96'
L10
S 1018'17" W
167.05'
L11
N 75'00'00" W
50.00,
L12
S 75'00'00" E
49.85'
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
26.08'
2175.00'
0'41'13"
13.04'
26.08'
S 8210'54" E
C2
13.99'
1375.00'
0'34'59"
6.99'
13.99'
S 81'32'48" E
C3
45.51'
1375.00'
1'53'48"
22.76'
45.51'
S 8018'25" E
20' 0 20' 40' 60'
SCALE: 1"=20'
�w
- w
w w
/ EX. WATER MAIN J
EX WATER LINE I
BOUNDARY LINE TABLE
Line
Direction
Length
L13
S 81'50'17" E
37.40'
L14
S 81'50'17" E
115.48'
L15
S 81'50'17" E
32.04'
RTE 768
PEN PARK ROAD
VARIABLE PUBLIC WIDTH R/W
SANITARY EASEMENT LINE TABLE
Line
Direction
Length
SE1
S 10'25'20" W
22.00'
SE2
S 55*52'15" E
39.54'
SE3
S 75'44'02" E
108.23'
SE4
N 1415'58" E
20.00'
SE5
S 75'44'02" E
104.71'
SE6
S 55'41'32" E
44.91,
SE7
S 05'34'50" E
10.95'
SE8
S 73'30'20" W
57.16'
WATER EASEMENT LINE TABLE
Line
Direction
Length
WE1
S 81'50'17" E
8.44'
WE2
N 08'09'43" E
10.00'
WE3
S 81'50'17" E
10.00'
WE4
S 08'09'43" W
10.00'
WATER EASEMENT LINE TABLE
Line
Direction
Length
WE1
S 81'50'17" E
8.44'
WE2
N 08'09'43" E
10.00'
WE3
S 81'50'17" E
10.00'
WE4
S 08'09'43" W
10.00'
O FO FO
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EXISTING
HOUSE \ "
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RAY, DELORES J I 1 1 I $ I
DB 5596 PC 520 I I 1 �„ \ I I TEWKSBURY,
DEBORAH J
DB 6195 PC520
�11.85'
BENT® 11.65' SW
TMP 61A-33
PAUL JASIURKOWSKI
DB 4799 PC 199
TMP 61A-34A
RUDMAN, DONNA M
DB 4694 PC 489
oCL
�� I
� I I I I I I
EXISTING EX. 2ACSA SANITARY
I I I I I I I I I SHED / SEWER EASEMENT
I I I I TBR I DB4495 PG543
EX. 20' ACSA SA ITARY SEWER
EASEMENT /
N150
o soo \D1 1960 OG 166 EX.SS 2
y
00
u IurY /
PILE TO BE RELO,C(�TED
BY�ELECTRIC�AL COMiANY-\0
/
S17 "30'00" I �I EX.SSMK-1
99.8
TMP 61A-29 / EX1G ED
CATHOLIC DIOCESE /
DB 1802 PC 311
3 EXISTING CONDITIONS & DEMOLITION PLAN
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TER LINE I
EX. WA
NEW ACSA WATER EASEMENT
TMP 61A-41
RAY, DELORES J
DB 5596 PC 520
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1 UTILITY PLAN
C-10 SCALE: 1"=20'
L
1 STORY
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(TO REMAIN)
I � /
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( SEWER EaEMENT 1
_ I
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525
520
515
510
505
500
495
490
485
480
2 SANITARY SEWER PROFILE 477
C-10 SCALE: 1"=20'
8.0\ \ 1 \\ \ I 1 I
1
TMP 61A-33 1 \ 1 I I I PAUL JASIURKOWSKI
\ LOT I I I LOT 1 I I DB 4799 PC 199
\ 1 \ I I I 0.187 AC. I 0.191 AC. I I
\ 1 1 I I I 8,149 SF II 8,317 SF I I
18,7' Lo1 NEW 20' ACSA SANITARY SEWER
� EASEMENT(
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CATHOLIC DIOCESE
DB 1802 PC 311
/� uP
SANITARY SEWER PROFILE PROFILE
TMP 61A-34A
RUDMAN, DONNA M
DB 4694 PG 489
EX. 20' ACSA SANITARY
SEWER EASEMENT
DB4495 PG543
EX. 20' ACSA SA ITARY SEWER
EASEMENT /
UPB 1960 RG 166 EX -SS 2
k / RELOCATED
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SHEET NO.
SCALE: C-102
V: 1 "= 6'
SHEET 3 of 4
FRAME & COVER
SEE FIG. S-I-D, E
STREET SURFACE OR
NON -PAVED AREA
SLOPED AREA '--�
1'-0" MAX 2 -p"
o: �
3'-0" MIN e
.� -THE DROP CONNECTION SHALL BE
e
1 o
1 MAMAX STONE.
5" T e
~ MINIMUM ELEVATION DIFFERENCE
12"MIN P12MIrN ACROSS M.H. FROM INLET TO
OUTLET SHALL BE 0.20 FEET
" .' A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
f p INLET & OULET PIPE SHALL BE
t ' Q PROVIDED.
• D'
3/4 DIA OF LARGEST
PIPE IN MANHOLE
MIN. 6" BEDDING WITH NO. 68 STONE
RUBBER COATED STEEL STEPS
CAST IN PLACE
PRECAST REINFORCED CONCRETE
SECTIONS WITH "0" RING SEALS
--jl—� OR APPROVED EQUAL
DUCTILE IRON PIPE (CLASS 50
5" BACKFlLLED IN 6" LAYERS AN
COMPACTED BY HAND TAMPERS OR
BACKFlLLED WITH SELF -COMPACTING
NOTES:
1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES,
3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE
DESIGN ON SEWERS WITH STEEP SLOPES.
TYPICAL MANHOLE WITH DROP CONNECTION
NTS
FIG. S-I-C
FRAME & COVER
(SEE FIG. S-I-D,E)
SLOPED AREA
RUBBER COATED STEEL
STEPS CAST IN PLACE —
PRECAST REINFORCED
CONCRETE SECTIONS
"0" RING SEALS
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H.
FROM INLET TO OUTLET
SHALL BE 0.20 FEET. —
DEPTH OF FLOW CONCRETE
CHANNEL TO BE FILLETS
3/4 DIAMETER OF
CONTRIBUTING
SEWER.
A FILLETED INVERT OR A SMO01
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
12'" MIN
4 16" MAX
.Ua
IU-28
STREET SURFACE OR
NON -PAVED AREA
1'-O" MAX
MIN
VARIES
12"
PROVIDED. MIN. 6" BEDDING
NOTE W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE—IN
N.T.S
FIG. S-I-A
TD- 25
18" METER BOX
6" EXTENSION
PIPE SLOT
(2 PLACES)
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8"-1" METERS)
NTS
FIG. W-7
TD-13
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TYPICAL MANHOLE FRAME & COVER
N.T.S
FIG S-I-D
TD-31
SEWER SERVICE LATERAL CONNECTION NOTES:
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND
MARKER
MAIN LINE
SECTION
LINE WYE-TEE
PLAN
VARIES
PLUG END OF —
SERVICE LATERAL
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
1' COMPRESSION x 3/4" MALE PIPE
OR APPROVED EQUAL
O
LJ
L\2
o
L\2
co
co
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O
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* wawa
O
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w �'
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FOR USE AL ATTACHED RSINGLEDUAL
FAMILY
\��// AND IRRIGATION
SEANCES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
1"Wx1" TEE
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
36"MIN LARGER THAN 5" IN ANY O
DIMENSION E_
NOTE
24"MI NO swFATm Frnucs 2, a
INTIAL BACKFILL* U
8"MIN
EMBEDMENT (6 LIFTS) DUAL SERVICE Q
* THOROUGHLY COMPACTED IL
COMPRESSION x 3 4 MALE PIPE COUPLING W
BY HAND OR APPROVED /'
SPRING LINE O MECHANICAL TAMPER OR APPROVED EQUAL
OF PIPE HAUNCHING 1" TYPE K'
N0. 68 STONE — —
SOFT COPPER
BEDDING 6'" max O
4" min o
FOR USE ON DETACHED SINGLE FAMILY
FOUNDATION (SHALL BE RESIDENTIAL SERVICE WHERE AN IRRIGATION
REQUIRED WHEN SOIL METER IS NOT PRONGED.
CONDITIONS ARE UNSTABLE �z
NOTE
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFlLLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
1/8 BEND
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
DW!!
plr,_
IRON LID
GRADE
;l ,. t,
RPORATION STOP . rr
L_BRIL r KAS
J u✓x '•
1.. J.�i:%:.r....... NECESSARY
S
SAND OR OUST UNDER "c' „w•,y.',wv:I .:.'
_ C y;.x, : y+;.;,'t•1.;'.yJ 4' DIAMETER GRAIN PIPE, 12-
MIND
AND THICKNESS) -INCH id•y. .�f+f �yt,= LONG STONE POCKET, NqT
y' u; �•� SPEC. 203, N0. 57 AGGREGATE
'4.'. '%..R.e.4: ..N... 1.A
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-GA
O
I —I
H
I-11
Q
O
(YUS
zaa
H
Qi
I�
W
a
E-
n
F-�--I
E
L
SHEET NO.
C-200
SHEET 4 of 4