HomeMy WebLinkAboutSUB201600017 Plan - As-built Road Plan and Comps. 2022-12-06GENERAL NOTES
OWNER/DEVELOPER:
07600-00-00- 05200 07600- 00- 00- 052NO
FORGE FARM, LLC JOSHUA OR MALLORY WHITE
195 RI VERBEND DRIVE 1179 SUNSET AVENUE EXTENDED
CHARLOTTESWLLE, VA 22911 CHARLOTTESVILLE, VA 229903
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
07600- 00-00- 05200 (D. B. 4568, PG. 582)
07600-00-00-052NO (D.B. 4391, PG. 463)
PROJECT AREA:
10.40 AC
ZONING:
R-4 RESIDENTIAL, ENTRANCE CORRIDOR (ARB APPROVAL REQUIRED)
DENSITY.•
R-4 ALLOWABLE DENSITY FOR STANDARD LEVEL
CLUSTER DEVELOPMENT. 4 D.U./AC.
PROPOSED BONUS DENSITY- 57. INCREASE FOR MAINTAINING OVER 10%
OF THE EXISTING TREES ON THE PROPERTY
4 UNITS/ACRE x 1.05% BONUS INCREASE = 4.2 UNITS/ACRE
ALLOWABLE UNITS = 4.2 UNITS/ACRE * 10.40 ACRES = 43.7 UNITS
PROPOSED DENSITY. -
SINGLE FAMILY
DETACHED: 19
SINGLE FAMILY
ATTACHED: 23
TOTAL PROPOSED L 0 TS: 42
R-4 DENSITY
42 D.U.110.40 AC. = 4.04 D. U.IAC.
OPEN SPACE.
3.96 AC (38.17.)
PRESERVED SLOPES:
PRESERVED SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON THIS PLAN.
MANAGED SLOPES:
THE MANAGED SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON THIS PLAN.
OFFSITE DISTURBANCE. NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN. SUNSET A VENUE
EXTENDED SHALL BE UPGRADED WITH THE WINTERGREEN FARM PROJECT
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS.•
FRONT: MINIMUM 5' FROM THE R/W AND MAXIMUM 25' FROM R/W
BUILDING SEPARATION: 10'
REAR: MIN. 20' REAR SETBACK, NO MAXIMUM SETBACK
SIDE: NONE (SEE BUILDING SEPARATION)
FRONT LOADED GARAGE. MIN. 18' FROM R/W
SIDE LOADED GARAGE: MIN. 5' FROM R/W
SUBDIVISION STREETS: CURB & GUTTER
WA TERSHED:
THIS St TE LIES WI THIN THE MOORES CREEK WA TERSHED, WHICH /S NOT A
WATER SUPPLY WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT.- NONE
TOPO & SURVEY-
TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND
ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2014. THE
BOUNDARY LINE INFORMATION /S PROVIDED BY ROUDABUSH, GALE, AND
ASSOCIATES. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE
2015.
OA TUM:
NAD 83
EXISTING VEGETATION: MAINL Y WOODED
LIGHTING:
NO LIGHTING IS PROPOSED
PARKING.
(2) OFFSTREET PARKING SPACES PER EACH SINGLE FAMILY DETACHED ,AND
SINGLE FAMILY ATTACHED UNIT.
(1) PARKING SPACE PER 4 SINGLE FAMILY ATTACHED UNITS REQUIRED.
23 SFA14 = .5.75 (6 PARKING SPACES REQUIRED)
7 ON STREET PARALLEL PARKING SPACES PROPOSED
PHASING:
NONE.
PROFFERS.
NONE.
BUILDING SITES.
EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE.
STREAM BUFFERS:
NO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY PER THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE
RECREA TIONAL AREAS., A TOT LOT WITH A MINIMUM AREA OF 6,000 SF IS PROPOSED ON THE
PROPERTY. THE REQUIRED AREA FOR THE TOT LOT /S 200 SF x (23
MULTI -FAMILY UNITS) = 4,600 SF. THE MINIMUM TOT LOT AREA IS ACHIEVED
WITH THIS PROPOSED DESIGN. THE TOT LOT SHALL MEET THE MIN/MUMS
REQUIRED TOT LOT AMENITIES AS SPECIFIED IN THE ALBEMARLE COUNTY
ZONING ORDINANCE.
RETAINING WALLS:
RETAINING WALLS ON THE PROPERTY SHALL HAVE A MAXIMUM HEIGHT OF 10.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN
ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS.
TRASH:
EACH LOT SHALL HAVE ITS OWN INDIVIDUAL TRASH RECEPTACLE.
IMPERVIOUS AREAS: PROPOSED ROADWAY 0.99 AC
PROPOSED SIDEWALKS: 0.25 AC
PROPOSED ATTACHED HOMES: 0. 78 AC.
PROPOSED DETACHED HOMES: 0.57 AC.
TOTAL 2.59 AC.
NOTE.• THIS PROJECT IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
TOTAL AREAS: (10.40 ACRES ON THE PROPERTY)
OPEN SPACE.- 3.96 ACRES
R/W.• 1.43 ACRES
L 0 TS• 5.01 ACRES
NOTE. • ALL OPEN SPACE WITHIN THIS PROJECT SHALL BE
OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION
NOTE: OF THE 3.96 ACRES OF OPEN SPACE ON THE
PROJECT, APPROX/MA TEL Y 2.52 ACRES INCLUDES PRESERVED
SLOPES AND OPEN SPACE DEDICATED FOR STORMWA TER
MANAGEMENT USES
*ABOVE SITE DATA TAKEN FROM "SUNSET OVERLOOK FINAL SITE PLAN" BY
SCOTT COLLINS, P.E., COLLINS ENGINEERING, DATED OCTOBER 14, 2016.
NOTE: THE TOTAL PROPOSED TREE PRESERVATION AREA ON
THE PROJECT SITE /S 2.52 ACRES (24.2%). TOTAL AREA OF
TREE PRESERVATION OUTSIDE OF THE PRESERVED SLOPES IS
1.11 ACRES (10.77.).
AS�BUILT PLAN
SUNSET OVERLOOK
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
A Wla
SHEET LAYOUT
SCALE: 1" = 100'
11
VICINITY MAP
SCALE: 1" = 750'
SHEET INDEX
SHEET 1 ------ AS -BUILT COVER SHEET
SHEET 2 ------ AS -BUILT ROAD & STORM
SHEET 3 ------ AS -BUILT ROAD & STORM
SHEET 4 ------ AS -BUILT ROAD ROAD PROFILES
SHEET 5 ------ AS -BUILT STORM SEWER PROFILES
1. THIS DRAWING HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT
AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE
PROPERTY SHOWN HEREON.
2. THE ORIGINAL DESIGN PLANS AND PROFILES USED FOR THIS AS -BUILT SOURCED
FROM "SUNSET OVERLOOK FINAL SITE PLAN" BY SCOTT COLLINS, P.E., COLLINS
ENGINEERING, DATED OCTOBER 14, 2016.
3. FIELD SURVEY WAS COMPLETED ON OCT. 5, 2022 BY ROGER W. RAY &
ASSOCIATES. ADDITIONAL FIELD SURVEYS CONDUCTED ON OCT. 12 AND NOV. 2
2022 BY ROUDABUSH, GALE & ASSOCIATES.
4. SUBDIVISION PLAT: INSTRUMENT # 201700008154
5. AND/OR COLOR DENOTES AS -BUILT INFORMATION
6. THIS REVIEW DOES NOT IMPLY IN ANYWAY;
a. THAT INSPECTIONS WERE MADE DURING CONSTRUCTION,
b. TO THE QUALITY OF THE WORK, OR
C. TO ANY ELEMENT OR STRUCTURE NOT VISIBLE OR DEPICTED ON THE
PHYSICAL SURVEY.
APPROVED
by the Albemarle County
Com
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DESIGNER: N/A
PRODUCTION
Ji Vy �. Taggart
Lic. No.
22841
°,- 12/05/2022 7'
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-14
10 24 2022
SCALE:
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JOB:
SUNSET OVERLOOK
FILE:
21,2637
SHEET:
OF 5
SDMH 20
TOP=524.9' 20' PERMANENT
INV. OUT=519.9' DRAINAGE ESMNT.
DB: 4936 PG: 24
GUARDRAIL (TYP.)
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DB: 4936 PG: 24
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SDMH 18 INV OUT=498.7 ; INV. IN&f (16)=4
INV.IN(4)=488.i
TOP=520.4' / ; INV. OUT=488.r
INV. IN=513.8'
INV. OUT=513.8' r--- —
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VARIABLE WIDTH /� 77--
PRIVA ALLEY I�
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STATE ROUTE 781
SUNSET AVENUE EXTENDED
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STATE ROUTE 781
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= PAVEMENT CONCRETE SIDEWALK
=DRAINAGE & SWM EASEMENTS =RIP RAP
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SDMH 12
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TOP=512.1'
INV. IN=504.3'
INV. OUT=504.2'
PAVEMENT MARKINGS (TYP.)
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90
SCALE:
1 7i30W
NOTE: ITEMS IN RED COLOR INDICATE "AS -BUILT" CONDITIONS
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Jimmy L. Taggart
Lic. No.
22841 4v
°� 12/05/2022
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DATE:
10 24 2022
SCALE:
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JOB:
SUNSET OVERLOOK
FILE:
21.2637
SHEET:
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HIGH PT STA: io+lo.00
HIGH PT ELEV: 531.76
PVI STA:10+35.00
PVI ELEV:531.26
K:17.o4
LVC:So.00
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LOW PT STA:12+01.25
LOW PT ELEV: 525.o8
PVI STA:1i+5o.00
PVI ELEV:525.59
K:26.o5
LVC:1o2.50
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EXISTING 20" RWSA WATERLINE W/ 8" T.S.&.V.
(JACK AND BORE EXISTING SUNSET AVENUE
ROADWAY, SEE RWSA NOTES ON SHEET 5
FOR RWSA TAPPING REQUIREMENTS.)
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HIGH PT STA: 26+14.52
HIGH PT ELEV: 509.30
PVI STA:26+6i.52
PVI ELEV:5o8.36
K:12.64
LVC:94.00
BVCS: 26+14.52
BVCE: 509.30
EVCS: 27+o8.52
EVCE: 503.92
LOW PT STA: 29+90.76
LOW PT ELEV: 489.40
PVI STA:29+10.00
PVI ELEV:484.91
K:27.21
LVC:352.00
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W/ PRIVATE ALLEY (STA.17+17) AT ELEV• Soo.155
PROPOSED 8" CL. S2
fl DI WATERLINE
PROPOSED GRADE (TYP.)
490 \\\
2-8" G.V.
485 FIRE HYDRANT 4.40' /
ASSEMBLY 8" W/L-/ \
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Lij PVI ELEV:524 39 LOW PT STA:14+28.99
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w w LVC: 35.0o PVI STA:14+03.99
PVI ELEV:516.57
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DI WATERLINE
EXISTING GRADE (TYP.)
O O O
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26+oo 26+5o 27+00
LOW PT STA: 17+05.66
LOW PT ELEV: 5oo.89
PVI STA:16+36.16
PVI E!LEV:502.28
K:26.02
LVC:139.00
27+50
LOW PT STA: 17+59,72
LOW PT ELEV: 499.86
PVI STA:17+S9,72
PVI ELEV:499.81
K:2.5o
LVC:1o.00
BVCS: 17+54.72
BVCE: 499.91
EVCS:17+64.72
EVCE: 499.91
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ALLEY A SCALE: 1" = 50'H, 1" = SV
20 MPH DESIGN SPEED
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\PROPOSED 6" CL. 52
DI WATERLINE
HIGH PT STA: 32+o6.57
HIGH PT ELEV: 494.30
PVI STA:32+00.00
PVI ELEV:495.o6
K:16.i6
LVC:1oo.00
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NOTE: DEFLECT 6" WATERLINE
UNDER STORM PIPE 37 WITHOUT
THE USE OF VERTICAL BENDS
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UN VALLEY DRIVE
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SCALE: 1" = 50' H, 1" = 5' V
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515
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FIRE HYDRANT
ASSEMBLY
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PROPOSED 8" CL. 52
DI WATERLINE
EXISTING GRADE (TYP.)
O O O
Lin i n LO
26+oo 26+5o 27+00
LOW PT STA: 17+05.66
LOW PT ELEV: 5oo.89
PVI STA:16+36.16
PVI E!LEV:502.28
K:26.02
LVC:139.00
27+50
LOW PT STA: 17+59,72
LOW PT ELEV: 499.86
PVI STA:17+S9,72
PVI ELEV:499.81
K:2.5o
LVC:1o.00
BVCS: 17+54.72
BVCE: 499.91
EVCS:17+64.72
EVCE: 499.91
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ALLEY A SCALE: 1" = 50'H, 1" = SV
20 MPH DESIGN SPEED
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3.5
MIN.
\PROPOSED 6" CL. 52
DI WATERLINE
HIGH PT STA: 32+o6.57
HIGH PT ELEV: 494.30
PVI STA:32+00.00
PVI ELEV:495.o6
K:16.i6
LVC:1oo.00
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AIR -RELEASE VALVES 3.05'
8" W/L-
-srM
NOTE: DEFLECT 6" WATERLINE
UNDER STORM PIPE 37 WITHOUT
THE USE OF VERTICAL BENDS
N O 0) N Ln N N (p Ol c) 1'
N CO N O M M N In 00 M O
m O O ai t1l O O
a, rn M rn ao rn 00 co 0o ao m rn
l c v �
28+oo 28+5o 29+00 29+50 30+00 30+50
Es
UN VALLEY DRIVE
525 25 MPH DESIGN SPEED
SCALE: 1" = 50' H, 1" = 5' V
520
515
510
505
Soo
-1.4%
• •r • •« • • • • • .405•
2-8" G.V.
18+oo 18+25
60
EXISTING GRADE (TYP.)
ry) 00 N N nC4
N U
NU
31+00 31+50 32+00 32+50 33+00 33+50
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p we
Rol
NOTE: ITEMS IN RED COLOR INDICATE "AS -BUILT" CONDITIONS
520
515
510
505
500
495
490
485
FIRE HYDRANT
ASSEMBLY
48o
475
470
34+00
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DRAFTER:
AIR -RELEASE VALVES 3.05'
8" W/L-
-srM
NOTE: DEFLECT 6" WATERLINE
UNDER STORM PIPE 37 WITHOUT
THE USE OF VERTICAL BENDS
N O 0) N Ln N N (p Ol c) 1'
N CO N O M M N In 00 M O
m O O ai t1l O O
a, rn M rn ao rn 00 co 0o ao m rn
l c v �
28+oo 28+5o 29+00 29+50 30+00 30+50
Es
UN VALLEY DRIVE
525 25 MPH DESIGN SPEED
SCALE: 1" = 50' H, 1" = 5' V
520
515
510
505
Soo
-1.4%
• •r • •« • • • • • .405•
2-8" G.V.
18+oo 18+25
60
EXISTING GRADE (TYP.)
ry) 00 N N nC4
N U
NU
31+00 31+50 32+00 32+50 33+00 33+50
IIlllllllllllllllllllilllllltllfltllllllll
p we
Rol
NOTE: ITEMS IN RED COLOR INDICATE "AS -BUILT" CONDITIONS
520
515
510
505
500
495
490
485
FIRE HYDRANT
ASSEMBLY
48o
475
470
34+00
w
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N N N
W N N N
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DRAFTER:
IIlllllllllllllllllllilllllltllfltllllllll
p we
Rol
NOTE: ITEMS IN RED COLOR INDICATE "AS -BUILT" CONDITIONS
520
515
510
505
500
495
490
485
FIRE HYDRANT
ASSEMBLY
48o
475
470
34+00
w
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N N N
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DRAFTER:
CS
DESIGNER:
N/A
PRODUCTION
ZD
�j,TS OF Df�P
9-7 ..�
Jimmy L. Taggart
Lic. No.
�0,1- 12/05/2022 \e'��v
�SS/ONAL ENG
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DATE: 10 24 2022
SCALE: AS SHOWN
JOB: SUNSET OVERLOOK
FILE: 21.2637
SHEET: OF 5
530
525
520
515
510
505
500
Jtk:2MH
509.1' T P 5
INV IN: 489.95 TO 4
[aea6' INV IN: #88.e5TO 16
488.6' INV O L --8* TO
490,___
485
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N
N-1
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p
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W O cI Z O
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lu
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92.7 LF 15"
HDPE @ 8.5%
nrn Ln O
00
00
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9+75 10+00 11+00 12+00
STR2o-STR2
SCALE: 1" = 50' H, 1" = 5' V
131 00
5106090 510
II
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<:8 DI-36; L=8' F-
N 0
4 iNV IN: � a > 505
L--.� 4F9�. e-TO 241
493.8' INV IN: TO 10 ~ z --"
4 33.6 II`JV OUT:,"-e8-TO 6;
500 500
495 495
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32.0 LF 15"
HDPE @ 0.9%
490 490
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N1
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Ln
9+75 10+00 10+75
STR24-STR8
SCALE: 1" = 50' H, 1" = S V
530
STR:2o DI-313,
INV OUT: -5-ze.59TO 519.9'
11'
_..' 525
122.5 LF 15"
HDPE @ 5.0%
O 00
1.0
m
O
N N
13+00
500 � 500
N
i K:26 DI-3G; L=8'
493 2' TP-493.22 N
482.4' INV IN:-zF@2-5e TO 28
482.3' INV IN: 84 5G TO 36it
495 INV OUT: rt8�.4n TO 495
482.2' , �-' -----
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m 0
Ln P
490 490
3.58'
8" 4V/IL
-STM 11.11.07'
SAN-
485 8 TM 485
48o 87.8 LF 15" 48o
HDPE @ 1.7%
N
M `t
N
M
00 M
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9+75 10+00 11+00 11+25
STR36-STR26
SCALE: 1" = 50' H, 1" = 5' V
520
515
53.0
505
500
495
490
485
13+75
520
515
53.0
505
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500
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495
490
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)t-24iF7"
INV. OUT=488.80-
rl W RCP LHD E @ 0,
485
13.4 LF 24"
HDPE @ 1.5%
00 0 o o �
0
00 Ln
O 00 01 (n N
Ln 0l
9+75 10+00 11+00
495 495
_ 28 DI-3C; L=6'1
a89.2' TPA
484.0' INV IN: - 58 TO 38 j, STR:38 DI-3C; L=16
483.5' INV IN:-e�8 e TO 30 TP" rig 489.4'
483.3' INS' 11T O,6e TO 26 ,' L INV OUT: #8 TO 28
r -
485 485
1. 00'1i n l R OP
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8" W/L
480 31.9 LF 15" 480
HDPE @ 0.9%
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9+75 10+00 10+75
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SCALE: 1" = 50' H, 1" = 5' V
STR:10 DI-3B; L-4'
5os.s' TP=.5�
502.1' INV IN:-T&,-S-TO 12
501.T INV OUT: 59*-65-TO 8
STR:8 DI-313; L=8'
TP=5ei.85 502.8'
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N INV IN: --iT010 4se.E
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84.2 LF 15"
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88.4 LF 15"
HDPE @ 1.5% (_5;
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SCALE: 1" = 50' H, 1" = S V
NOTE: ITEMS IN RED COLOR INDICATE "AS -BUILT" CONDITIONS
15+00
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16+oo
515
510
505
500
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490
485
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505
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239.6 LF 15"
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DESIGNER:
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PRODUCTION
ZD
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Jimmy L. Taggart
Lic. No.
22841
�0--
12/05/2022
�SS�ONAL
ENG
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DATE:
10 24 2022
SCALE:
AS SHOWN
JOB:
SUNSET OVERLOOK
FILE:
21.2637
SHEET: 5
OF 5