HomeMy WebLinkAboutWPO201900057 Plan - VSMP 2023-02-28VSMP PLAN
LEGEND
EXISTING NEW
311.5 x
311.5 TC x
311.5TWx 311.5 B W x >�'p
X X
0
m
oHu
OHU
ucu
ucu
q q
O
S S
W
W-
0
0
A
GAS GAS
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
PARKING COUNT
TOPOGRAPHY
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
STREAM
STREAM BUFFER
100 YEAR FLOODPLAIN
BUILDING
BUILDING
RETAINING WALL
STAIRS
EDGE OF PAVEMENT
ROAD CENTERLINE
FRONT OF CURB
BACK OF CURB
CG-12 TRUNCATED DOME
SIDEWALK
BIKE PARKING
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
MATERIAL
CONCRETE
RI PRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
WETLAND
TREELINE
FENCE
UTILITY
UTILITY POLE
GUY WIRE
OVERHEAD UTILITY
UNDERGROUND UTILITY
STORM
STORM MANHOLE
DROP INLET
STORM SEWER
ROOF DRAIN
SANITARY
SANITARY MANHOLE
SANITARY SEWER MAIN
SANITARY SEWER LATERAL
WATER
WATER LINE
WATER METER
WATER METER VAULT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GAS
GAS LINE
EASEMENTS
CONSTRUCTION
GRADING
ACCESS
SIGHT DISTANCE
UTILITY
STORMWATER FACILITY MAINTENANCE
STORMWATER ACCESS
DRAINAGE
SANITARY
WATERLINE
GASLINE
Albemarle Land Development, LLC
Brent Hall 434-996-3911
1949 Northside Drive
Charlottesville VA, 22911
DEVELOPER
Albemarle Land Development, LLC
1949 Northside Drive
Charlottesville VA, 22911
PLAN PREPARATION
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22903
(434) 227-5140
ZONING
R-15 Residential
MAGISTERIAL DISTRICT
Rivanna
SOURCE OF TITLE
DB 5154/753
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary & topographic survey provided by:
Roger W. Ray & Associates, INC. April 15, 2019
BENCHMARK
Datum for topography is NAVD 88
FLOODZONE
According to FEMA Flood Insurance Rate Map, effective date February 4, 2005.(Community Panel 510003C 0145 D)
this property is located with "Zone X" (unshaded). Area of minimal hazard.
RESERVOIR WATERSHED
This site is within the Upper Rivanna River Watershed.
This site is not within a watershed of a public water supply.
GENERAL CONSTRUCTION NOTES
1. Prior to an construction within an existing right-of-way,includin connection to an existing road a permit shall be obtained
Y Y 9 9 Y 9 .
from the Virginia Department of Transit VDOT . This Ian as drawn may not accurate) reflect the requirements of the
9 P ( ) P Y Y q
permit.Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise
noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be
installed prior to any clearing, grading or other construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be
acheived.
6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is
deemed necessary in order to stabilize a drainage channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices.
8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part
1926).
AMENDMENT NARRATIVE
1. This Amendment proposes a revised Geo-Web retaining wall to replace the segmental block retaining walls on the original
grading plan.
2. This revision does not alter runoff calculations.
3. This revision shows a slightly revised storm sewer layout in the following ways:
a. Adjusted roof drains for Lots 23-30
b. Adjusted location of Storm Manhole E2
c. Updates VSMP plan so that Culvert F1-F2, and accompanying stream disturbance, match the approved final site plan
SDP2020-00028.
PROFFIT ROAD TOWNHOMES NORTH
WPO 201900057 AMENDMENT 2
EXISTING USE
Single Family Residential
PROPOSED USE
59 New Townhouses
Disturbed Area: 5.60 AC
LAND USE SCHEDULE
EXISTING
Area
%
Building
953 SF
0.3%
Pavement
8630 SF
2.7%
Sidewalk
0 SF
0%
Open Space
307,969 SF
97.0%
Total=
317,552 SF
(7.59 ac.)
PROPOSED
Area
%
Building
46,560 SF
14.7%
Pavement
58,132 SF
18.3%
Sidewalk
17,276 SF
5.4%
Open space
195,584 SF
61.6%
Total=
317,552 SF
(7.59 ac.)
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are
based on information and data furnished to the owner and engineer by the owners of such underground facilities or others.
The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor
shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the
work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any
damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor
shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the
owner can make necessary arrangements to modify/protect existing structures from damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and
the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and
engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop
drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not
relieve the the contractor from the responsibility of adherence to the contract and for an error that may exist.
P tY Y Y
8. All bare areas shall be scarified limed fertilized seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11. Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
GENERAL CONSTRUCTION NOTES FOR
EROSION AND SEDIMENT CONTROL PLANS
1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the
commencement of land disturbing activity, and one week prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications
of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site
borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by
the plan approving authority.
6. The contractor is responsible for installation of an additional erosion control measures necessary to prevent erosion and
P Y rY
sedimentation as determined by the plan approving authority.
7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site
development until final stabilization is achieved.
8. During dewatering operations, water will be pumped into an approved filtering device.
9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary
repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved, designated borrow area.
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood,
rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle.
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm.
15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to
persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or
collapse.
16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where
applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the
property.
17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs/acre, and in the months of September
to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or
May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved
by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at
90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10
nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5%
Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approved by the
County erosion control inspector.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to
be repaired immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas
are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment
to half their height must be cleaned and repaired immediately.
20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures
are no longer needed, subject to approval by the County erosion control inspector.
21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance
section 17-204G.)
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity
commenced. (Water Protection Ordinance section 17-207B)
TAX MAP 32A, PARCEL 2-2
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE:1"=2000'
711
..you
d
`yZ Ra
C �sQ
0
a
�woatl goo
830 835
4�A E32
30` 00
64933 634
833
t�
L
SHEETINDEX
i
'Cl COVER r Revised Sheet
L-------------- J
1C4 UTILITY PLAN Revised Sheet
L- -J
i C5 GRADING PLAN Revised Sheet
L-----------------------J
r-----------------------------------i
r C13 STORM SEWER PROFILES Sheet
L-----------------------------------J
APPROVED
by the Albemarle County
Communi Development Department
Date 2/28/23
G;i, -amendment 2
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM
TH qp
Oi
U JUS St MP >
U f No. 45 3
- O �1 (liltsA
A
F
S
S/ONAL b7
VSMP PLAN AMENDMENT #2 FOR
PROFFIT ROAD
TOWNHOMES
NORTH
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2019.10.04
REVISION:
6) 2020.03.28 (AMEND. 1)
7) 2022.12.12 (AMEND. 2)
8) 2023.02.14 (AMEND. 2)
FILE NO.
COVER
19.029
Cl-
EX. NATURAL
SWM FACILITY DISCHARGES TO DITCH 1, ZO CHANNEL
WHICH OUTFALLS INTO NATURAL CHANNEL. NEW 20' PUBLIC
SEE SHEET C5 FOR OUTFALL DETAILS. DRAINAGE ESMT
a \ `
NEW 20' PUBLIC ,, DB5602 PG42 \
\ DRAINAGE ESMT o �
DB5602 PG42
10 LF CLASS Al z
\ RIP -RAP OVER OUTFALL TO
\ MATCHLIN THI M 1140N FABRIC EX. NATURAL
CULVERT LENGTH WAS SWM FACILITY DISCHARGES TO DITCH 1,
a BENCH TYP. INCREASED BY 49 LF DURING WHICH OUTFACES INTO NATURAL CHANNEL. CHANNEL
ADJUSTED LOCATION & / SEE SHEET C5 FOR MORE OUTFALL DETAILS.
HEIGHT OF MANHOLE E2 FINAL SITE PLAN DESIGN.
F2 NEW 0.30 AC SWM 20 LF CLASS 1 NOT CHANGED BY RETAINING
FOREST OPEN RIP -RAP OVER WALL REVISION.
SPACE ESMT MIRAFI 140N F IC NEW 0.30 AC SWM
�� I-j DB5602 PG32 / FOREST/OPEN
SPACE ESMT
DB5602 PG32
ADJUSTED LOCATION
OF INSERTATEE L sWM q q
° J FACILITY T t� \ \v. - F
DB5602 PG32 ��.> 8Q BTU Spq�
NEW SWM FACILITY ,� _/ RECONFIGURED ROOF 2019�q/) <OTSF / NEW 20' PUBLIC
ESMT ALONG BL ° / a DRAIN SYSTEM 00 '�F DRAINAGE ESMT
TEMPORARY DB5602 70 R DB5602 PG42
CONSTRUCTION %/ a v �`� �� NEW 20' PUBLIC
EASEMENT TO BE ;'/ 3 Bt �' MANAG DRAINAGE ESMT /
210 LF DISTURBANCE OF INTERMITTENT m
DEDICATED TO COUNTY / o U� / /�' \•\ SLOPES STREAM SUBJECT TO NATIONWIDE 18 D65602 PG42
UPON DEMAND m -:/ \: 70 LF 8" HDPE ROOF
D85602 PG32 ^" / A �, NONREPORTING PERMIT CONDITIONS. 10 LF CLASS Al �A
/ / DRAIN ®4.6% SLOPE z
�y 257 PLF NEW P CULVERTRIP-RAP OVER N
E1
Al 4 18"x8" ,Sop ` �., 36" MATC�LIN ,THISS EE � MIRAFI 140N FABRIC A+
u INSERTATEE �.. \• �.
Oh �Q �l • SLID / COThs �? p Fq Ro ?\\\\\ INTERMITTENT
BEGINS / 'a
^y (7 3 G3 <! \ 50 LF 8" HOPE ROOF
a / 25p'R Og 0 2 f 4o C \• NEW 20' PUBLIC AT THIS POINT NEW 0.30 AC SWM 20 LF CLASS 1
0! DRAIN ®L2% SLOPE DRAINAGE ESMT F2
S!3 h ` SPACE FOREST/OPEN
RIP-RAP
RAFI 4OVER
(704 29 MANAG " •\•� DB5602 PG42
v'0N FA
5 LF CLASS 1 Cz '
DB5602 PG32
p, �� _
2 ` ` ; Og 8 (1 2 < i47 Ro \ \. 7 / RIP -RAP OVER E3 \
ti0 A3 ESMT ALONG Row 4 \ \ (7 2 o s / \ Bz �` MIRAFI 140N FABRIC /^ /
F) T
NEW SWM FACILITY �.� ) \ /
• g
` 85602 PG32 „ ca, 0pT 6 a°N / !hV SI ' s TY E SWM
�. bw \.. (7 2 ob 3 , M .. '+ FACILITY
0) / ®M/NpFRpF / S. 15„pp �/ BO \ \ \ \ J° DB5602 PG32
SXOp�FgO Rv ' / 3 Sr RM '/ � F2 °�Q
/�.\ 8x8x6 3/ `� \ AN. C) (j F FRS v awl O 2$
SOUTHERN STATES CHARLOTTESVILLE COOPERATIVE, INC. / \' <0� \\ `. NEWINA 20 ESMT `8 R ?5 A �" Og 6) <QT 23 03 FF �2T 1%"q(C i REMAINING SWM ESMTS
D.B. 1961-246, 250 PLAT / (103 gS o PG42 w\ `� \ .� ogq o� F S eup, D/ J SCALE: 1"=30'
ZONING: HIGHWAY COMMERCIAL �• q� / VDOT H // 10' DOM. //. U� 21 FFR S1,0 C4
/ \'\,\ <O ;i �' 73 CD_1 /PWR. ESMT ! e �O / � 7 � eF0
�( N ' y 0 T /
/ (7 T16 l /. H' F(y1p �'•.. % ' / 0��� ;i 7 F,c 21 2$.
/ 036\ �� Q 2 FF_S2 (N
% \•\ ol
<O y / ! f 'w \!w 6F 0 �� \ `,.�' �� COT T R&Fb /
/ (703 g> ! ' ;' o�w 49�FR yTREF\ 3 FFF S0 1 Nss S �2� 12 eUFFFR
/ \ 4 / / / / / G
'\ OT oo� / EAtNC T •� µ, 3' ;,� � j 6
(7 g8 i , /, - Li
0 / �. 1 • 9
•\ 10' DOM. \ S24 `�• j
\, PWR. ESMT ! i i' / wr, A' s 7 ,9
/ \ ��OTg 3/ / (7Sr37
0 9 X g i )< T ` exs F 8
.Tr , ....
3Fi (IO 3 10' OM.J / vDOTaiE 7
�• ' 3 // i 0S B2 (O PWR. ESMT \` N• CO-2/
\. OT ; yi106 SHIMP
\ ` ° bP � / ) (70S 03g 40 f 64 8x DRAINAGE ESMT ENGINEERING 2
�• \'\,` Ro i� Q v , v 0ti.p`� / (70 T 3S) DB5602 PG42 / LAND PLANNING - PROJECT MANAGEMENT
• \,o �' Q7 ; Q of S i : ti 1" COPPER
SERVICE TO N /
%/ \ \• COT ao /\ O Q / �¢ •� / (70 36 r /
S FJ �" WM (TYP.)Q 12E HIGH ST. 434.227.5140
l y 9
(7Qs CHARLOTTESVILLE VA, 22902 JUSTIN@$HIMP-ENGINEERING.COM
mil•
GOT
\, r7o S 3' i / 3 / ; (706 gg
i 02 3 / Ag ' / i c) C0T % m (IQ8 7) v,v TH
/�,\•\ C) ;'i \: / /3'ii (106 F3 C % �..... / QJ QJa ' �' % P 3 i/ 10' DOM. OJ I
•\• �O .'// i' / `. �/ I C ) (IOT g % ��• / , /`. /! PWR. ESMT
(I p2 Sg 40 =o 00 ` (/ 8 2
"9(COPP R (706 g7 / 3 i C) .. O
c JUS . SF MP r
/'•\• i i RGY TO 0 X \ l
�<QT S 4 8 y 4 (YP• ( (7p T go i COT L' f No.4J5 3
\ / \•\• Ro 02 `' TEE \ " % 6 C COT/i • (708 B�
\ r VDOT Cf -2 / 10' DOM. (70 39 / / , ti ; •\ O
R. ESMT 6 B� COT / % (� 3 • ��' /. X A�'
(IQ6 38 /i OC9 / / i 00T g S/ 'F
S ONAL
,qJ ;. •. �� / /P/Q•.. ° (78q \ / T.M. 32-30
COr a" s �/ 2 w oe ` f`- v /\'\b� ) \• 4(�
THE FULL GOSPEL ASSEMBLY OF CHARLOTTESVILLE
l 001 SLAT. TYP. 2' t ' 3xs % �Q / !�.0 i ob \°w� \• D.B. 4957-252 PLAT
% A TEE ! \w8° // + / �o D.B. 1125-111
3 w ) \p a / 3 °w�\•` o o' D.B. 972-447 PLAT
% CO�\ wiILRES J' / i j COT °b \.\ / N v ZONING: RURAL AREAS
�10 1 7 `, � ` Nr / 9 7,3 / VSMP PLAN AMENDMENT #2 FOR
/ 1 B/`�Y3 3/ DO FHA C)
CA/ % aT�0.i• w !3 `o T,2 PROFFIT ROAD
SPgC~'�•�.�. 00 58 / 3/ U CO R. / /\ / s�a/\ i i' (7 9 6i \
B30;DOM. 1 C) ;/�•/ 00,, ,-_.,<-�'�� Sq `� �\ 3 ,off B6 TEE ; /,./• 0 .\'•../ / TOWNHOMES
PWR. ESMT 10 DOM. 0 ' { /�Q t / (1Q % / gCSq` H, ¢ 4 /' ', / ! 7• ..� (709T 77
PWR. ESMT C S9 /� v (� O rn �/ F / T• b q \.
r > > ' NORTH
(101 D� i ~ ymQ tl' COT 3 :� • W.\r.. `` N• \ �3 ' x \ \'\:
�Nw Po �1 p% E�b��\\ \ REVISION NARRATIVE:ALBEMARLE COUNTY, VIRGINIA
oxu oHu - =9 i/ l ONDU11 COT kL / ° \, oy REPLACED SEGMENTAL BLOCK, 2-TIER
OLE �a,o _t 10' DOM. \ a 90 i b \.
�•:� , X! \ RETAINING WALL WITH GEOWEB RETAINING SUBMISSION:
oHo ' / WALL.
C PWR. ESMT '` � / < EL , � � j i �, �,. LOT ob \ ADJUSTMENTS TO STORM SEWER/ROOF
wu`=�au� l�l �'}�,\• (l OT S ! w ' /' ; (770 70 \•\ N DRAIN UTILITIES NEAR RETAINING WALL TO 2019.10.04
1
�a+u \• l D% C1 / C) ti �? ACCOMMODATE DESIGN. ADJUSTMENTS DO
) COT 6 / i ,Z a NOT IMPACT RUNOFF CALCULATIONS. REVISION:
ELEC. E-5� i �0^'u am 3 OPE \• l (10j I v I i i 40
EX. OH
\ _ �-\',� \ ` 8'r �1_41u �`a`,�A� ` e> �1pOT ! /�'`• (770ej ,\ ./ '\ ADJUSTED ROMRPPROVEDVSM PLAN 6) 20 .28 (AMEND. 1)
NOTE: 36" 20 03 END
_ _ •r `�u�aw / / ql / ;/ / < \• `// DURING
ALPROESS.THIS
ISIREGN AND 7) 2022.12.12 (AMEND. 2)
O HEREIN. HOWEVER, THE PURPOSE OF THIS
%` _ _ ��,u I •j /' ,� (IIQT 6 / REVISION (RETAINING WALL REVISION) DOES 8) 2023.02.14 (AMEND. 2)
NOT CHANGE N NOR STREAM
EX. POLE =%i,, I -- ` `�u�avu�q+u ' / / / /' oy qJ \ \' PACT(NATIONWI/DEP PERERT MIT 8 COMPLIANCE).
OFFSITE SEWER PER Q�i fK 8 DAP - ` i, ' b\
wL s oss N7g °50 \ �«w emu` / ! DITCH 2A °b . SPOPfN
SE SEWER
Jai Jm i 8" UV 9 W 30j 5 �iEtOCAT D e�u�ao ��_ ACE C
3 4 IELE_COMM EX POI ° ° �OMb��,u T'" NEW 1 ' P 1 FILE NO.
LINES_ - / �wu DRAIN GE E
- u_ CLASS DB56 2 PG42
" CA - �� .- � _ 13 LF 12" HDPE •
19.029
C 1% EX. OH IP-RA�°'0V€R�,,
NVrlN_529a -TO AIN MIRAFI 140N FABM�--, ft
1NV OUT 529 �� - _ GUY UTILITY PLAN
IN EX. OHU TO rn+u� EX.
I _ _ REMAINpryO
ru MARKER
Ex. POLE _ �,��-�'°_ _ W 108. 10,
30 0 30 60 90
C4Scale: 1 "=30'
I I 1 \
j l l I I1 1 I 1
/ TW 508
BW 500
oMATCHLINEI,
oTHI SHEjY
TW 50
I/ \ 1 / BW 5 0 t
/ 1 /
TRAIL
P 1 / ✓c
TEMPORARY - \ / / / / / ;'/ GEOGRID (TYP.)
CONSTRUCTION
EASEMENT TO BE
DEDICATED TO COUNTY I / . / ;
UPON DEMANDI I I �/' TW 519
D85602 PG32V1 / 1 `i �540BW 515
I / / 11 I l I/,✓/ �_ � v21
/ GYP h
/MUTJ/e
/�
\ .5
UTCD 38-30
<p \Ro s \
946
-
/2536
/ 3r
407.\ "NO PARKING--
/ / / F(70 4 MUTCD R8.3� 1_00•
FF `3 G�
I l s29
( pT
4,0
\ \ s`30 i r �`/ '/
F �V03 450
Rol �s
\ \ Iy
r I \ \ \ \ \ \ \ _ \ \ \ \ 2 EX. ATURAL
\ NI OUT�ALL TO
Xg; (TYP.) I"I � � � I \I \\ 1 \\ � \\ \\ \ \ \S \\\ \��--__-`\ \\\ \\ \\\ \\ \\ \ \\/'/ � /-- ,� 4\ CHANNEL
I
\ \ \ \ \ /o \ __----- \
TW 508 i , ` \ \ \ \ \ \ \ \ \ X. \ \ \ I 1
Bw as8 / 10
EW GEOWEB RETAINING WALL \ \ \ \ \ \ _ _ — \ \ \ \ \ \ \ \ \
\ \\ \\ \ \ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \\ \\ \
9 969Y`9\9o'is\\ \\ \\ \� \\ \\ R \ \\�� \ \ _\\��� \\\ \\\ \\\ \\ \\\ \\
E' TW iv,494\ \\ \\ \\ 304E
\ \ S/ \ \ I
v v v v so tijq 10 F 3� v v v v A V A 1 I o 1\ v A
yw\ v`�: vv vv vvv vvv o IIWq �7 F(U'OFN ?� vv vv vv vvv \ \ I v
,A v 2M 80 TUR SA s/p v v v v v v v v
\ q 2 TpT F� qpF _ �
79044) P TS ��v V vvv vv vv v I I A IV
98 \ \\ \ \ \ 70 FQ \ \\\ \ \ \ \\ \\ \\ I I I II \\ \
\ \ \\\90 \ \ \ \ \
210 LF DISTURBANCE OF INTERMITTENT
TW 505 s9 _ STREAM SUBJECT TO NATIONWIDE 18 \ `\ \ \\ \\ \ / z \\ \
\ \\\\ \\\\\\ \08 BW4 \\°\ - NONREPORT\NG PERMIT CONDITIONS.
4y0
.\\ SOO ' \ \ \ ERMIlT T \ \ \ \\ /BW--- s I I \
TW 510 \ \ \ _ \ \ \ �T v
\ MATCHLINFI, " \ BW 510 ` _ \ ECIN,S \ \ \ \ \ \ \ kpO s
ISM \ \ \\ \\ \ \ \ \ THI SHEF/Y, oo�Ki�; ENCH (TYP.) h I I I
4
<p \ \ - �� �.,>- - r � r 08 �oaEs'� ' \ �� \ \ \ / TW 509
(7\ \ \\-i r �7 4 .1 0 �\\ \ \\ \\ \ \ B_W 500 080 TW 508
\ ��7 p�, mod' _' �\ / �.�� 7B� rg \ \ \ \ \ / ,. \ 0 BW 498
��' \ S F Q¢ \ �'\ O �• \\ / / •. so c�� MUTCD FIG. 6F-7
`� \ \ �s 8 F 0 \�61 < �/ oy RO \ ' o l t = •.\ -�Q \\\ \ \\\\ \\ \\ °' 114 - TW SC
\ O a \
PAVEMENT ENDS- \ �� \\ \ IF,"
MUTCD WS-3
\\ \\ ` • \�. �� � _ 'fie F�4 e) �eT\\ �� � o --L�r \ \ �\ MiN�
� F 2
ey(<), \
ryo \ '\ •`'+z \ \ \ lge F��s 8J /r\ \•. �<u \ \� \\OFR IST�i
\; _ oo DETENTION OUTFALL
QTMA SCAM',: 1"=30'
C2
WALL
APPROXIMATE -'
--GEOGRID-(TYP.)._- \
\\\W A8°?y .' "NO PARKING,. F \ s2¢ -----_ \
sIGRN �\MUTCD R8-3 / 7 - `
,8
2 , _ _I _ _ SHIMP
S2 F705! 34--------___-
v F,SO� �`v "ND ARKIN ' 1 v /' �s' y _ -- — E N G I N E E R I N G
/ LAND PLANNING -PROJECT MANAGEMENT
\ FE s�)
\ \ 2g p TW 524
(7\,36
�F S F <OT\' /I; od / / / NO ew 51s NOTE: LOTS 18-22 912 E. HIGH ST. 434.227.5140
\ \ \\ 528 0 N1 ii TOWNHOUSE FIFE REDUCED CHARLOTiESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
BY 1'. SLIGHT BACKYARD
rRAnINr Gn.II ICTAAFNT
140 p
/ / /�/'F(7T4g
/ `L� / !'•F(10 `53 ; /� ' o / I / i F� GG) <p \ \ \ \ \ r / o/I / I r r/ �(70 y1 / / 520 -
5 TH
SOT \ \ \ �I ti 2� / r / �•Q
4- �7�0 `54/ i' r ' i MUTCD ,. 1 „ PAR G" 3FF -0 7
F 2 UTCD 8 3 O� F� \F� <OT� \ \ J. I' I / i F i08
_. �`53�` \ \\ � r I , rig �F� C�'
/ / ✓ / 3 < s �5 FF 6 0 <p / y . �1 / s�� /' / Ju SF MP
00 40 3 ! R �. t ' t`7 T /7
/ / �i \\ -// // /' RoF�`F02,�) i•S�,i '%' 3 /%'\..N, \.. \ FFF�G OT 1 0 � ��� ' S
�106 �o - - FPS e� / / / / / pow
�706 Z (14115
I
8 /' I 10 (7 /�7
g8
D /'�` CD R8-3 % � / �1", N� •y2 F� � r � r � .' o
i7 / / /' 7-5g/ ?/ /. / 3C� 3 � 91//i v "fie s2�/
I x � � i'/
LOB 57 / /y / �,^\\ �` I`46' / / N �,/ �\ /' \ 11,�(7 GT 7 / / /' REVISION NARRATIVE:
1 / // /o / 3/� l i, FFF 9 p3)/ VSMP PLAN AMENDMENT #2 FOR
�w / REPLACED SEGMENTAL BLOCK, 2-TIER RETAINING
¢ / WALL WITH GEOWEB RETAINING WALL.
/l i I _ sy / / /' /' ' ADJUSTMENTS TO GRADING NEAR RETAINING
I�<,OTI / / / / // / WALL TO ACCOMMODATE DESIGN. WALL DOES PROFFIT ROAD
/ L p l g i , o jjjjj NOT EXCEED 6' HEIGHT WHERE IT CROSSES THE
r/sg ; /;y / / o. \/W I\F g e2 / PORTION OF MANAGED SLOPES. MAX. WALL TOW N H O M E S
i HEIGHT OUTSIDE OF MANAGED SLOPES = 10'
B / Lp/ 0 3 l LOr 7 / /\ / \ee , /
(1 p G `a� 'r w \ 3 I I / / l � � I S >9 / � / / / / / o
7 L ,jam , tvrr/�/ I STREET /\ ' ! 1 �/. / / - / y'7
'0 ..E,53 (7p r 2 \ �' \ / w x�ION/\i\ /�709 77 _�/
r 59 , , , - / -� F %•..� . �, I i ob FF, q� ' ' '' — — NORTH
1pjFFF,53) LOT 3 � 'w�� �` `/� �\ ' 1 \ ob`S37 / // / / /' -- _ _ � ,
/
Ro 3g I �N W PO 0� E _— —
------, ALBEMARLE COUNTY, VI
- R+iu�a,u -.9q /NDUIT sr FFE ) LQT i oy ob / -- RGINIA
` `\ oIE \ �� '1� 3 3 0/ D S .. / SUBMISSION:
5 4 (7 / P S \ n / ----
\F? ) LO / / 1` MUTDR11-1 r 1 w .,err r <pT oy / // `...// li /- i--_- --_
p,(, I F1-Q — —= 2019.10.04
°-r � 3 T r/ f / I 7 0 /
/ uxu� �wvTOP SIGN � / j4 5 0�7/C / \ � r < (�\ �) / / / I �---_ =� �—
M & i c' \ „MUTCD Ri-1 I � •_ 34 %' Ea LOT NO PARKING" \ \ /' ,, S31 i / l I \ — — _ REVISION:
5 6 MUTCD RS-3 r
31.Q �gso Jq 1 \ 7
EC. � as \ i \an,�3 wu iSP PEAT � - - _ _ _ �' 3 (Y07 B� / i � _ ° ; �(7 OT 9 - / / I , \ \ \I
ID REMAIN 4a.0 2 ° v _ _ GN A FE--5 (opr �� �.: a/ o FFF�o a I 6) 2020.03.28 (AMEND. 1)
<. 4W'--1�� 452,N ""u�°"" i' FFE,53 '1 o� \\ f � o 7) 2022.12.12 (AMEND. 2)
`� /
,, ------ --- 3-\34 �5 MPH SIGN o �� / > �-"�� / / 0 050 , i"N0 PARKING \ �j170T'y / /o� %/ l I 023 021 MEND
--MUIED//) I/ ) ( )
EX. POLE / o ss "NO PARKING" \
8 2 4 A 2
5 _
^ TCD R8-33 1 \---';!gOp• �_��----' - `�u�a� � �_ / i it ;' 30 /I ,/
i
i V AV 0 �%w'�Mt / �/ % �y N
/ E 0
'i - ---. POLE "°_- 4
3 _ WP-2 MIL / -°"° 30 1 // 1
FILE NO.
1T & OVERLAY - I
LENTRANCE FOR - _ ---
PROFFIT RD - \ `�°�
_ � . 19.029
TOWNHOMES ---__ \ EX. OHI
°"0�/ \
SOUTH PER ---- TO REMAIN
/ SDP201900064
—_—————— — — --�° -0GUY GRADING PLAN
EX OHU TO EX POLE \
REMAIN T&T
/°"Vi MARKER
EX. POLE - �,��°"tl_ _
- _ 30 0 30 60 90
- Scale: 1"=30' C 5
SA
SL-1
H WAGS R •' CC T19.
iSB'BC
C M.
1-I -I
: T
OFARS PONTOFSHAPE TO �N
A •O I I I I I AILm—r.
B B
/
PIPE.
y l l
L
i
SHAPE TO
30• gAETEII
i�i�rT
°. �1+
�IIIII I
TT
'
I ;
I I I I I TTZ—I
-F-F
is
I
//�
• e • .
STRUCTURE SIZE AMID
PLAN WILL THICKNESS VARIES PLAN
9
SLOPE TO INVERT
OUfIroET PPEN
SECTION A -A
TRANSITION BETWEEN
PRE waeTERs W1ETN
METHOD OF TREATMENT IN DROP INLETS
`A`�A:•`W. '�7�,.
' :'.:.
•:
% ENCOUNIEIEO.
�e
CLASS AT CONCRETE
SECTION A -A
CLASS AJ cONGETE
SECTION B-B
�
HOTEs:
NOTES
WITH
SHARING OF MANTLE AD INLET INVERTS IN TUNES SPECIFIED
THIS DRAWING 5 TO APPLY TO THDSE STRUCTURES SPECIFIED
ON PLARS OR WHERE INVERT OF PIPE IS HOVE AVERT a
�
\ SLOPE TO DRAM
TO AVERT W
1. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED ONLY WHEN SPECFED IN THE PLANS
ON THE DRANAGE SUMMARY SHEET AND/OR THE GRANNIE DESCRIPTION. FOR MARNOLES
JUNCTION BOXES,AID DROP INLETS WIN HEIGHTS GREATER THAN 12 FEET TIE SPAEL OF
STRUCTURE.
WTLET RRE
JIJAIENT EA•ETT SLABS SHALL BE B'TO 12' WITH NO SAFETY SLAB LOCATED MTHIN B FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHILL NOT BE LOCATED BELOW
OR
MANHOLE OR OAP INLET IS TO BE FORMED AND CONSTRUCTED
/
ANY INLET OF 30" DIAETER OR GREATER.
DRAWING.
WITH APPLICABLE STANDARD OR CONSIPECKST
IN ACCORDANCESHAPING DETIL
INVERT HEREON GIN TO CCLASS OF A
e
2. THE COST OF THE SL-1 5 INCLUDED IN THE COST OF THE STRUCTURE.
WE � IN R MINING
PORTLTHE
CEMENT N IX
CLASS CD CEI.ENT CONCRETE MIX CONFORMING TO CLASS BE OR
CLASS C1 EXCEPT THAT MX OF COARSE AGGREGATE MAY
UP TO 4'i IN DIAMETER AND CONSIST OF STORE BROKEN NICK,
•'
D. ACCESS OPENINGS ARE TO BE STAGGERED FROM ON: SIDE OF STRUCTURE TO THE
OTHER WHERE ARRICIBLE. STEPS ME TO BE SL/GGtfREO IDCORONGLY.
I DETAILS
05 BIBS 1 Or C-C TYP.
BROKEN CONCRETAD E OR BROKEN CONCRETE BLOCK. THE SURFACE
SHAM BE LET SMOOTH BY MEANS OF HTROWELLING. NOS
I I
I
4. SAFETY SLAB MAY BE CASTaNfLACE OR PRECAST. CAST-IMI CONCRETE TO BE
OF THE COARSE AGGREGATE SHILL REMAIN EXPOSED.
' ° •
CLASS N (0000 PSII. PRECAST CONCRETE IS TO BE AA (4000 PS. REINFORCING
STEEL TO BE IN ILCORDANLE WITH AASHPO MO1.
E SHAPING AS SHOWN HEREON ARE FOR EXAMPLE
PETALS Of ONLY. DROP HET IS BE SHAPED
PURPOSES ONLY. EACH
'�
—
. °
S. MAY BE SO" OO' WHEN IS
IT THE AR D
INLET AND OUTLET
LOS T ANERNGS
ENI G SHALL ECTAN UCTLIIIIE WIDTH
LL
JO LON„CI b' THE ACCESS OPENING SWLL BE RECTANGULAR ESiNULTUE WETH BY
CONFIGURATION ONFLOW LNESPIATXXAAR
SECTION B-B
PLAN
TYPICAL PRECAST UNIT
METHOD OF TREATMENT IN MANHOLES
�/[][]T
STANDARD METHOD
OF SHAPING
SPECIHCAT'ON
REFERENCE
�VOOT
TYPICAL CONCRETE SAFETY
SLAB FOR DROP INLETS,
SPECIFICATION
REFERENCE
ROAR NND BROCE STADARDS
MANHOLE & INLET INVERTS
ROAD AND BRIDGE STANDARDS
MANHOLES AND JUNCTION
BOXES
S„ELT , DF ,
REYINDN DATE
I
WRGINIA DEPARTMENT O TRANSPORTATION
302
SHEET 1 DF 1
REVISION DATE
VROINA OE1`AR71ENT OF TRABPoRTATKN
D02
10fi.OB
OB /4
535
530
525
520
515
510
505
500
495
490
a95
550 n n
545
540
535
530
525
520
515
510
505
Soo
�4V-4L+�1iL'7
L4Ti7
447��4Y7-�4V�
��-1
!
1111��A!�lJhr!o-cam
�l1LBG�
II�_
�CFOS T 11111
_"_
VENIMI�ill
I�
GL -
11
NMI
�
,I=11
11F.:
I:
IwIYi1��11
�11
B• �
=C�Y!<L'7:E'�T:I��f11111�
-
��__R�iiW17����11111�
5lYQi(f'i�fi��11111�
�i_T:�11
��
QL��11A
11111[��11
F�51111111111■11
Ia�11111111l11
�_
LL?l���11111�
�i1111111111■11
�B1R�1l7
_
-
Gi��—�
1�]1111111111■i1
I
�� �,ii�Rf�Ei
•
-E��--�
d'11—I11
_
•!., �
11l�
Fib--�
�
E�1111111111�11!!F4�MML7
��--�
ii11—�111r4RMY7�1
��--�
��1�1r
11■
1�--�
is" SUMP
S�
o>
>z
10+50 11+00 11+50 12+00
1 STORM SEWER Al—A7
C13 SCALE: 1"=5'
81 LJ� T
T
64 BS lv�
B7
D I J J N 0 M N
NMI
.
r��ii
E
1l111111►Si111�—
��
��
a
•W__._ �11l111
111�111111►�
-
—���!!I1—
�-�i�11�]
HIE
�L=_a
�
111F���1—
�
11I1LEG�11!l11-
111Git=SV
:•.�Ilfes'11�_11—
111HF_ali
III
B.. c 1,
•c '
=I'_II
_
oil
NOM
�ul_i�li�-..�c{�,�
\ : .I„ •1�M �.',
r ����������►��
•Ts71W., 11
aA A., ��������iftVA&VA&Ni
�
�
0
• 71Ea13i!!�
1111titl
`IT�.�ET�A
M7—ir7
111111�
----
--�
I!![�]r�>t!!�
nr
�arrrr
lrrri��rrr�
w -
r_r_r_ri_r_ie-�_r_r_�r.F
Fit�Ci�I
•
V�����'I1iwJl'�'!J�i
—��—
�—�
1Ff]111111►�L��
�—�
—��—
11111�—r
1E�3111111►�IL�—
���
����
1111l—r
1[�111111�[•�
���
����
11111�—r
-10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
3 STORM SEWER B1—B7
C13 SCALE: 1"=5'
REVISION NARRATIVE:
520
515
510
505
500
495
490
485
MOVED LOCATION OF INSERTA-TEE FURTHER 520 �\
DOWNSTREAM OF PIPE. RUNOFF TOTAL, PIPE
LENGTH, AND SLOPE REMAIN UNCHANGED.
5
0
15)
)5
)0
)5
)0
i5
515
510
505
500
495
490
485
480
47
14+00
E2 E3
14+50
111\�w�.
111�lLE1F�`l
111��l1��
11liia
I
1NNIIIIIIN 0i111111�1r11�1�/1/I
�
=
WE EE
CHAMBERS
11E
FAR-
111I�t
11.�1C-�Ai11���
NiV
111�—I11�I
111�11111111I�11
111�111111I�11�
11l��P,
�FA
_
�l��lVlii7�la
�Y1471)Ill�i�
��4l�fY��7fi26
\fir--iEi
`
1111rs�Es
111E3���
5 10+00
10+50
520
515
510
505
500
495
490
485
480
75
15+00
520
515
510
505
500
495
490
485
480
475
15+50
12+50
13+00
550
545
540
535
530
525
520
515
510
505
00
13+5D
535
530
525
520
515
510
> z
10+00
P1E
P1E1Q
525
520
515
10
U+
2 STORM SEWER A4—A4A
C13 SCALE: 1"=5'
525
520
515
510
505
500
495
��gg �490
10+00 10+5T 10+00 10+5T5
,6+0`p5 4 STORM SEWER B5—B5A rfSTQRM SEWER B3—B3A
C13 SCALE: 1"=5' C13 SCALE: 1"=5'
535
B3 3
530 �
535
525
530
520
525
515
520
510
515
505
510
500
505
495
500
490
495
11�11�I1111!
11�11�1111!
11�1111R.1l1l1111!
11�11111iY7�1111!
11�11l�IE11!
11�Li1
��
• .
111FjGt�R�2,
Btli�u�
�CCiIYI
111M
111Nr1.�L111111111�a1S�
0+00 10+50 11+00 11+50
535
525
530
520
525
515
520
510
515
505
95%
ACTED
510
500
505
495
00
490
�
-TED
5
485
1
�i��F_i
111-11111111�
111—:1J�
111�
11ST.[�IR
I1
a
111P1R�'�b1•A[5•
m
1111��111!
`MT511V—_
FA I
111�
1111111�
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
TH qp
OI
v JUS SF MP >
L• )No. 45 3
� �Z A
o��sS�ONAL E
520
VSMP PLAN AMENDMENT #2 FOR
5,5 PROFFIT ROAD
510 TOWNHOMES
N
w�a NORTH
3 505
ALBEMARLE COUNTY, VIRGINIA
500 SUBMISSION:
495 2019.10.04
aso REVISION:
6) 2020.03.28 (AMEND. 1)
7) 2022.12.12 (AMEND. 2)
485 8) 2023.02.14 (AMEND. 2)
g480
12+00 12+50 13+0075 FILE NO.
19.029
s STORM SEWER Cl—C2 7 STORM SEWER El—E3 8 STORM SEWER Ft—F2 STORM SEWER PROFILES
C13 SCALE: 1"=5' C13 SCALE: 1"=5' C13 SCALE: 1"=5'
REVISION NARRATIVE: REVISION NARRATIVE:
MAINTAINED PIPE SLOPES AND MINIMUM COVER. SHIFTED DURING FINAL SITE PLAN DESIGN, 36" CULVERT F1-F2 HAD
LOCATION OF E2 BY 10' TOWARDS THE DOWNSTREAM INCREASED IN LENGTH BY 49'. THIS IS NOT CHANGED FROM
OUTFALL. THIS REDUCED DEPTH OF E2. THE PRECAST APPROVED FINAL SITE PLAN BY RETAINING WALL REVISION. C13�
BASE STRUCTURE CONFIGURATION REMAINS THE SAME CULVERT REMAINS ADEQUATE PER FINAL SITE PLAN DESIGN
(INVERT IN AND OUT LOWERED 1.25' FROM ORIGINAL). CALCS.
SL-1 SAFETY SLAB NO LONGER REQUIRED.