HomeMy WebLinkAboutSUB200900064 Plan - As-built 2020-04-29Alan Franklin PE, LLC
Civil and Site Plan Engineering
AS- B U I LTS
(FORMERLY SOLOMON ROAD)
ALBEMARLE COUNTY, VIRGINIA
SHEET INDEX
SHEET 2 AS-BUIILT ROAD PLAN
SHEET 3 ROAD PROFILE: AS -BUILT
SHEET 4 STORM DRAIN PROFILES: AS -BUILT
PUBLIC/PRIVATE ROAD & STORM DRAIN AS -BUILT PLANS
(STANDARDS AND SPECIFICATIONS
LEGEND
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002.
W
WATER LINE (EX. / PROP.)
WV® WMO
WATER VALVE / METER
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001.
FHA
FIRE HYDRANT
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA
YH
YARD HYDRANT
EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
BOA ®
BLOW -OFF ASSEMBLY
4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION.
SS
SANITARY SEWER LINE (EX. / PROP.)
CO o
CLEANOUT
5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS.
MH
MANHOLE
6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION
SD —
STORM LINE (EX. / PROP.)
AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED
DI F-'0_1
STORM INLET
2005.
YD ®
YARD DRAIN
DS o
DOWNSPOUT
G
GAS LINE (EX. / PROP.)
TRIP GENERATION ESTIMATES:
GV® GMO
GAS VALVE/ METER
_OHE
OVERHEAD ELECTRIC (EX. / PROP.)
CODE LAND USE AVG. WEEKDAY ADJ. STREET PEAKS SATURDAY SUNDAY
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
TRIPS AM PM
PP-7
POWER POLE
230 CONDOMINIUM / TOWNHOUSE 5.86/UNIT .44 / UNIT .52 / UNIT 5.67 / UNIT 4.84 / UNIT
LP *
LIGHT POLE
GUY a-
GUY WIRE
TRIPS GENERATED:
EM o
ELECTRIC METER
30 CONDOS / TOWNHOUSES 176 13.2 15.6 170 145
T❑
TRANSFORMER
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
PED ❑
UTILITY PEDESTAL
SWIM / DWM old
SINGLE / DOUBLE WATER METER
GV M
GATE VALVE
PROJECT DATA:
TAX MAP / PARCEL #:
MAGISTERIAL DISTRICT:
PROPERTY ADDRESS:
PROPERTY SIZE:
CURRENT ZONING:
PROPOSED USE:
COMPREHENSIVE PLAN:
PROFFERS:
WAIVER / VARIANCE REQUESTS:
SURVEY SOURCES:
DATUM:
BENCHMARK:
BREAKDOWN:
MAX. BUILDING HEIGHT:
PARKING:
TOWNHOMES AT 2 PER UNIT
SETBACKS:
FRONT
SIDE
REAR
COMMON WALLS
60A1-34 (PREVIOUSLY
JACK JOUETT
NA
2.438 ACRES (2.398 ACRES AFTER VDOT R.O.W. DEDICATION)
R-15
TOWNHOUSES
URBAN DENSITY
NONE
SEE SITE -SPECIFIC NOTES FOR DETAILS
PHYSICAL & BOUNDARY: THOMAS B. LINCOLN LAND SURVEYOR INC, DATED 3/3/05.
AERIAL & TOPOGRAPHIC: LOUISA AERIAL SURVEYS, DATED 12/29/04.
PHYSICAL, TOPOGRAPHIC, & BOUNDARY INFORMATION OUTSIDE LIMITS OF THOMAS B. LINCOLN
LAND SURVEYOR'S
WORK WAS PROVIDED BY THE ALBEMARLE COUNTY COMMMUNITY DEVELOMENT DEPT. AND THE
SERVICE AUTHORITY
FOR THE SOLE PURPOSE OF CONTEXTUAL INFORMATION ONLY.
AS -BUILT SURVEY PERFORMED BY LINCOLN SURVEYING, INC.
NAVD 88
SURVEY CONTROL POINT T-1, NAIL WITH FLASHER LOCATED 27 FEET SOUTHWEST OF SMH
C AND 21 FEET
NORTHEAST OF 14" TRIPLE POPLAR. ELEVATION 523.99; AND SURVEY CONTROL POINT
T-4000, NAIL
WITH FLASHER. ELEVATION 548.79
30 TOWNHOUSES (4 BEDROOMS EACH) = 12.31 DU / AC (15 DU / AC PERMITTED)
24' (35' PERMITTED)
60 SPACES 60 REQUIRED)
NO GUEST ARKING REQUIRED
15'
20'
0'
SITE -SPECIFIC NOTES:
NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 100-YEAR FLOOD PLAIN OR WITHIN THE SOUTH FORK RIVANNA WATERSHED.
THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY SEMI -MATURE HARDWOOD / PINE WITH SOME VOLUNTEER TREES.
ALL INTERNAL ACCESSWAYS ARE TO BE PRIVATE AND SHALL RESIDE WITHIN A MIN. 40'-WIDE RIGHT-OF-WAY.
5'-WIDE PRIMARY CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. ALL SECONDARY SIDEWALKS SHALL BE
4'-WIDE AND SERVE EACH UNIT OFF THE PRIMARY SIDEWALK.
TRASH COLLECTION SHALL BE ROLL -OUT UNITS PLACED IN CORRALS - SEE PLAN.
A CRITICAL SLOPE AND RECREATION WAIVER WAS APPROVED ADMINISTRATIVELY BY THE COUNTY OF ALBEMARLE ON 12/16/05.
PRELIMINARY SITE PLAN APPROVAL WAS GRANTED BY THE COUNTY OF ALBEMARLE ON 12/16/05.
ALL SITE IDENTIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER.
THIS PROJECT WILL NOT BE PHASED.
ALL ROOF WATER RUNOFF SHALL BE DIRECTED TOWARDS THE FRONT/PARKING AREA AND ATTENDANT WATER QUALITY MEASURES PRIOR TO ENTRY
INTO THE MAIN STORM SEWERAGE SYSTEM.
ALL EXTERIOR HVAC EQUIPMENT SHALL BE MOUNTED ON THE ROOF OF EACH UNIT OR IN ATTICS.
VICINITY MAP REVISIONS APPROVALS
BOUNDARY/ RIGHT-OF-WAY LINE 1"= 400' 1
I.F. IRON PIN FOUND - I.S. IRON PIN SET
SETBACK LINE ��' j � _-- � �� �- �-. - ���.
COUNTY ENGINEER
EASEMENT LIMITS
CENTERLINE
CONTOUR LINE (EX. / PROP.) VIDOT
<--3:1— <-2.50% DEGREE / DIRECTION OF SLOPE ER 0
479.70+ SPOT ELEVATION
;o
HP HIGH POINT
LP LOW POINT
DITCH / SWALE
WATER COURSEfit
BM* BENCHMARK � - �° � � � ,�,
CG-2 VDOT STD. HEADER CURB p / S >
CG-6 VDOT STD. CURB & GUTTER O O ' O�
CG-12 VDOT STD. HANDICAP RAMP _ ---- %�% '� Q
HC HANDICAP PARKING SYMBOL O
DIP DUCTILE IRON PIPE - � _ I ? � j OG
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
PVC POLYVINYLCHLORIDIE PIPE _� '�; �� �, �� w �
HDPE HIGH -DENSITY POLYETHYLINE PIPE
N NTN4
VC VITRIFIED CLAY PIPE -
FIFE FINISHED FLOOR ELEVATION SUB
I
TBR TO BE REMOVED
o
TBT TO BE TRANSPLANTED
TBS TO BE SAVED
/ (-BU I LTS
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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Alan G. Franklin
17-1 Lic. No. 35326
s 04-21-2020
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SCALE: NONE
ISSUED: 11-22-16
DRAWN BY:
REVISIONS:
SHEET
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\ FIR I ) LQCATIOO�I, TYP. \ \ \ \
\ I \ I 540.3 \ 46.0 I 5 550 nn1
/ \ \
38 STORM ---------- - -- --- --I�- - --- I- ------ ----- --- - -------------- \- ---- - - ---- - -- -----�- - ----_ -- ---I-- --- ----- ----------- - \\\\ \ �\
�\ EASEMENT 540.25 D 54 8 \ \ \ \ \ \ \
ASPHALT I I \ 549 9 \ \ \ \ \ S \ \
INV. - - DRIVEWAY VDOT R.O.W. \ - \ \ \\ \ \
v I 530.93 / \ v NS 1 WM I� I M - �W W M C1 V�VI �� / W 4BT 15 3X WM v 553.E MB \ \ \ v \ \ \ \ v v
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\ \ X cn /NV. VDOT STD. - - - - LASS �Q1 RJ PPAP LID LLL
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/ / ---- - - - ---
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\ \_o E I\
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/ \ / VDOT R.O.W. I - _\ \
/ 36" OF VDOT I v v v / / / 2 sD \\ BOX CUL RT 9 9 I� - - v �OX CUILVERT \
EC-1 CLASS III v / / I / / / � B� LDI� I _ - - -- - A
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\ � ��1�% � I �� � �41�� �� ��� -�®- - - 1
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I
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- - INV �� O \ \ \ I LOCATION, TYP. /
cr) 525.13
� EX.
RIM 52611
\ / IN 521.26 (8')
/ OUT1520.31(10') \ V A \ \ \ V A I I POOL /
\V A V A\ \V IV A \\ x
w9 EX. CONCRETE DITCH \ \ \ \ \ \ I I 5 X
\ INV.
528.40 I \ \ I \\ \ 5 \
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EASEMENT--- \ \ S \
/ ANS C7 I \ \
- --556.22
- 559. �
S S / S S -S-- S S --S- _ ----
RIM 555.2� 1' DEEP -GRASS SWALE. FOR- - - - - - -
- WARD DRAINAGE ONLY
v / ❑
I �I
0.75' DEEP GRASS SWALE AT TOP
OF WALL W/ 8" NYLOPLAST IN-LIN E.
/
YARD DRAINS TO CONVEY RUN -OF # 53 - 56
THROUGH WALL
#41-44
# 57
#37-40
0 /
O J
- / I
,/I� � I 1� � � I � � \4 I � � � F"\ \\
STORM STRUCTURE SCHEDULE: AS -BUILT FILTERRA NOTES 1-1
1 CONTRACTOR TO ENSURE THE DEPTH BETWEEN TOP OF CURB AND \ \ \ V v A V V A \
STRUCT.
#
STRU T.
TYPE
STRUCT.
LENGTH
RIM
ELEV.
INVERT
IN
INVERT
OUT
PIPE
DESCRIPTION
A6
PIPE
N/A
N/A
525.85
31.2 LF OF 24" RCP 0.60%
A5
MH
N/A
537.89
525.67
525.08
23.2 LF OF 24" RCP 1.94%
A4
MH
N/A
537.67
524.63
524.37
94.0 LF OF 24" RCP 1.87%
A3
DI-2113
4'
528.78
522.61
522.52
48.0 LF OF 24" RCP @ 2.15 0
A2
DI-2C
6'
526.57
521.49
521.47
17.0 LF OF 24" RCP P 4.65%
Al
MH
N/A
528.28
520.68
520.60
83.5 LF OF EX. 24" RCP 12.51
EX
EX
N/A
N/A
N/A
510.12
B6
MH
N/A
580.39
571.09
570.84
33.0 LF OF 24" HDPE 0.50%
B5
MH
N/A
580.64
570.69
570.44
76.7 LF OF 24" HDPE 13.64%
B4
DI-5
N/A
563.71
559.98
556.47
108.2 LF OF 24" HDPE 8.71%
B3
DI-5
N/A
554.08
547.05
547.03
121.0 LF OF 24" HDPE @ 5.14%
B2
DI-5
N/A
544.82
540.81
539.40
41.5 LF OF 24" HDPE @ 5.22 0
131
MH
N/A
546.48
537.23
537.21
101.3 LF OF 24" HDPE P 6.74%
A4
MH
N/A
537.67
530.38
524.37
C1
DI-2113
4'
546.51
539.10
35.0 LF OF 15" RCP 3.25%
S W 3
MH
N/A
547.96
537.96
N/A
D1
DI-2113
4'
542.05
534.57
32.8 LF OF 15" RCP @ 3.93 0
S W 2
MH
N/A
543.08
533.28
N/A
E1
DI-2113
4'
538.64
534.21
27.5 LF OF 15" RCP @ 4.95 0
S W 1
MH
N/A
539.35
532.85
N/A
F1
DI-2113
4'
546.62
541.70
24 LF OF 15" RCP 3.71 %
S W 3
MH
1 N/A
1 547.96
540.81
N/A
STRUCT.
#
STRUCT.
TYPE
STRUCT.
LENGTH
RIM
ELEV.
INVERT
IN
INVERT
OUT
PIPE
DESCRIPTION
G1
DI-213
4'
542.06
537.67
537.62
25.2 LF OF 15" RCP 5.12%
S W 2
MH
N/A
543.08
536.33
N/A
H2
DI-1
N/A
543.50
537.60
537.50
36.9 LF OF 15" RCP 8.27%
H1
DI-213
4'
537.94
533.59
533.49
31.7 LF OF 15" RCP 2.33%
S W 1
MH
N/A
539.35
532.75
N/A
J2
EW-1
N/A
N/A
557.55
26.0 LF OF 18" RCP 4.15%
J1
MH
N/A
564.04
556.42
546.54
42.5 LF OF 18" RCP @ 5.44%
S W 5
MH
N/A
552.31
544.23
N/A
K2
FES
N/A
N/A
530.04
48 LF OF 18" RCP 6.21 %
K1
FES
N/A
N/A
527.06
561.93 \\�
\\_
INVERT OF OUTLET PIPE IS 3.5'. 1�`)�1.p�-6
HARED 0RlVAfE\D E,2. CONTRACTOR TO VERIFY AND USE A 4 PVC (SCH. 40) IS USED \ I \\ X �LEJT
BETWEEN EACH FILTERRA AND BYPASS STRUCTURE. EACH I\\_\\\p f�\ 1 \ OFILTERRA IS EQUIPPED WITH A 4 SDR-35 COUPLING WHICH THE 4 511. I I \ \ TMP 61K-6-C1A\
PVC PIPE IS INSERTED. 1\ i + �. I \ \ \ \ \ \ P140TECTION, \ z � \
\� \\ EXIS TIN' 20'DRAINAG \ \\ \ \\ (GROUTED IF \\ X cn - - -O- -
3. A MINIMUM OF 2' IS RECOMMENDED BETWEEN EACH FILTERRA ` ASEME (D.B. \ \ NECESSA�Y� 2
\11 \ \ \ \ \ \ II <
AND BYPASS STRUCTURE. l � � �77-325 \ � \ \ X\ \ \
INV.
4. CONTRACTOR TO SPECIFY WHEN ORDERING EACH FILTERRA NOTED 502.2 �I II _
J1 -
\\ THAT THE THROAT IS ON THE LONG SIDE. �\ -
5. ALL SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER PRIOR VDOT IN. V\ \ �� �\ `�\� \ \ F� \ \ - \
TO ORDERING AND INSTALLING. EC-1Q3.44�\� \�`�`• \ ANT 510.40 RCP
sD �O I -•
EX
FILTERRA SCHEDULE
* See details for actual structure size.
- - - - ' --\ --
�� -507-85FL____ = I \ \--
\
\ REPIACE EX. 30" RCP _ --t% -- _-- /// 510.12
LAFF 8'RANF� - / /INE XISC�QV.TING � / / 510.70 / /��cD
RIVTOE-TVCTION N7' 512.8 -'WOODEN
--,-CONDITIONS - - __ _ - _ _ PEDESTRIAN \ \ \ h w h \ \
\ Np = h S
BRIDGE
ao�ao�RE �W�ooW�� � � rA� I
z z; Z I
,
INSET A
SCALE: 1"=20'
EX. DI
RIM 563.61
# 49 - 52 IN 563.11(4)
# 25 - 28 IN 562.81(4)
OUT 562.81(4)
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AS- B U I LTS
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
�NLTH OF t
Alan G. Franklin
Lc. No. 35326
'�&LOIVAL
SCALE:
ISSUE:
DRAWN Bh':
REVISYON&
SHEET
11 99= 2®9
11-22-16
AGF
OF4
Alan Franklin PE, LLC
Civil and Site Plan Engineering
560
555
550
545
540
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525
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PVI EL
V = 536.84
/
58 L
A.E.
= -7.42
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4
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(DESIGN SPEED
= 20 MPH)
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SCALE: ]H :I"= 209➢ :F'=5'
ISSUED: 11-22-16
DRAWN BY- AG F
REVISIONS:
SHEET
OF 4
Alan Franklin PE, LLC
Civil and Site Plan Engineering
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STORM
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STORM 'E' PROFILE; AS -BUILT
SCALE: 1"=20' H; 1"=5' V
SCALE: 1"=20' H; 1"=5' V
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BOX CULVERT PROFILE;
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STORM 'F' PROFILE; AS -BUILT
STORM 'G' PROFILE; AS -BUILT
STORM 'H' PROFILE; AS -BUILT
SCALE: 1"=20' H; 1"=5' V
SCALE: 1"=20' H; 1"=5' V
SCALE: 1"=20' H; 1"=5' V
SCALE: 1"=20' H; 1"=5' V
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STORM 'B' PROFILE; AS -BUILT
SCALE: 1"=20' H; 1"=5' V
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AS-BU I LTS
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
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L"TH OF t
Alan G. Franklin
Lc. No. 35326
1�&LONAL
SCALE: ]H :I"= 209➢ :F'=5'
ISSUED: 11-22-16
DRAWN BY- AG F
REVISIONS:
SHEET
OF4