HomeMy WebLinkAboutSDP202000039 Plan - Revision 2020-06-23MAJOR SITE PLAN AMENDMENT
LEGEND
EXISTING
NEW
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
- -
ADJACENT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
10
10
PARKING COUNT
NS
NS
NAIL SET
TOPOGRAPHY
INDEX CONTOUR
- - - - - - - -
INTERVAL CONTOUR
150
SPOT ELEVATION
JC1WTN
TOP OF CURB ELEVATION
1 I T'i'a
TOP OF WALL ELEVATION
158W
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
°k
CONCRETE
RIPRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
WETLAND
----------
TR E E L I N E
X
X
FENCE
UTILITY
UTILITY POLE
m
m
GUY WIRE
oHu
oHu
OVERHEAD UTILITY
UGU
UGu
UNDERGROUND UTILITY
STORM
O
O
STORM MANHOLE
q
q
DROP INLET
STORM SEWER
RD
ROOF DRAIN
SANITARY
O
O
SANITARY MANHOLE
SANITARY SEWER MAIN
S
S
SANITARY SEWER LATERAL
WATER
W
W
WATER LINE
O
O
WATER METER
0
WATER METER VAULT
t
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GAS
GAS
GAS LINE
EASEMENTS
CONSTRUCTION
GRADING
ACCESS
SIGHT DISTANCE
UTILITY
STORMWATER FACILITY MAINTENANCE
STORMWATER ACCESS
DRAINAGE
SANITARY
WATERLINE
GASLINE
NOTE:
1. THE SIZE OF THE
SYMBOLS MAY VARY
FROM WHAT IS SHOWN.
OWNER/DEVELOPER
Malloy Properties III LLC C/O Malloy Companies LLC
2070 Seminole Trail
Charlottesville, Virginia 22901
PLAN PREPARATION
Shimp Engineering, P.C.
912 East High Street
Charlottesville, VA 22903
(434) 227-5140
ZONING
EC - Entrance Corridor
HC - Highway Commercial
Managed Steep Slopes Overlay Area
SP201900011 (awaiting approval)
permitting vehicle storage and outdoor sales/storage/display use on the site
MAGISTERIAL DISTRICT
Rio
SOURCE OF TITLE
DB 4863 P 467-471
SETBACKS
Front minimum: 10'
Front maximum: None
Side and rear minimum: Any primary structure shall be constructed and separated in accordance with the current edition of the
Building Code.
Side and rear maximum: None
BUILDING HEIGHT
Existing building height is 1-story, approximately 15 feet.
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary is based on field survey by:
Roger W. Ray & Assoc., Inc.
Provided on 03/29/2016
Topographic survey with two foot (2') contours provided by:
Bell Land Surveys
Field Verified by Shimp Engineering staff March 4, 2020.
BENCHMARK
Datum for topography is NAVD 88
FLOODZONE
These parcels do not lie within a FEMA flood zone as defined on FIRM map 51003CO279D, dated February 4, 2005.
RESERVOIR WATERSHED
This site is not within a watershed of a public water supply.
WATER & SANITARY SERVICES
This project lies within the ACSA jursidictional area for both water and sewer. No connections to the remaining warehouse
are proposed at this time.
FIRE MARSHAL'S NOTES
1. A knox box is required. Location is to be coordinated with the fire marshal's office.
2. ISO Needed Fire Flow = 1,125 gpm.
DRAFT CONDITIONS PER SP201900011
1. Use of this site must be in general accord with the concept Ian "Special Use Permit Concept Plan SP201900011 Malloy Ford Concept Plan
9 P pp Y p
Sheet 4 of 7" last revised March 24, 2020, as determined by the Director of Planning and the Zoning Administrator. To be in general accord with
this plan, development and use of the site shall reflect the general size, arrangement and location of the vehicle display and storage areas.
Permitted modifications may include those required by the ARB, those necessary to satisfy the conditions of this special use permit, and
additional landscaping/screening approved by the Site Plan Agent.
2. Vehicles must be displayed or stored only in areas indicated for display or storage on the plan entitled "Special Use Permit Concept Plan
SP201900011 Malloy Ford Concept Plan Sheet 4 of 7" last revised March 24, 2020 (the Concept Plan).
3. Vehicles for display must be parked in striped parking spaces.
4. Vehicles must not be elevated anywhere outside of a building on site.
5. Final site plan approval is subject to ARB approval of the lighting plan (submitted with the site plan). Maximum height of new pole lights
(including bases and fixtures), must not exceed 20'. Maximum light levels must not exceed 22.8 footcandles at the ground in the display lot and
20 footcandles in all other locations.
6. Final site plan approval is subject to ARB approval of the landscape plan (submitted with the site plan). Landscaping shown on the plan may
be required to be in excess of the minimum requirements of the ARB guidelines, Albemarle County Code 18-32.9, or both, to mitigate visual
impacts of the proposed use, and must include, but not be limited to, the landscaping shown on the Malloy Ford Landscape Plan C1 of 1 revised
March 24, 2020.
7. A boundary line adjustment to add the portion of 45-112131 on which parking is shown to parcel 45-68A must be approved prior to final site
plan approval.
MAJOR SITE PLAN AMENDMENT SUMMARY
The purpose of this amendment is to demolish a portion of the existing building on TMP 45-68A and replace it with a parking lot area for vehicle
storage and display. A portion of the parking lot area encroaches on existing TMP 45-112131; therefore a boundary line adjustment will be
prepared prior to the approval of this amendment. The new boundary line will be offset six feet from the back of proposed curb.
This amendment proposes more landscaped area than previous conditions, providing both visual and environmental benefits to the site. Due to
the added landscaped area, stormwater runoff will be reduced such that no additional detention is required. Stormwater will be piped to an
existing storm system on site at a lower flow rate than in predevelopment conditions, so as not to overwhelm the system. Nutrient credits will be
purchased in the amount of 0.01 Ibs/yr to satisfy the remaining water quality treatment requirements.
EXISTING USE
Vacant Building
PROPOSED USE
Motor Vehicle Sales/Storage and Outdoor Sales/Storage/Display
LAND USE SCHEDULE
EXISTING Area %
Building 39,216 SF 43.7%
Pavement 36,111 SF 40.2%
Sidewalk 0 SF 0%
Open Space 14,407 SF 16.1 %
Total= 89,734 SF (2.06 ac.)
PROPOSED
Area
%
Building
9,120 SF
10.2%
Pavement
41,363 SF
46.1%
Sidewalk
0 SF
0%
Open space
39,251 SF
43.7%
Total=
89,734 SF
(2.06 ac.)
PARKING SCHEDULE
Parking required:
Motor vehicle sales - one space per 1,500 sq ft of display area
Approximately 27,750 sq ft outdoor sales/storage/display area
27,750 sf/ 1500 sf= 18.5
19 customer spaces required
Parking provided:
19 customer spaces, including 1 van accessible HC space
107 sales/storage/display spaces
SIGNS
All signs and pavement shall conform with the latest edition of the MUTCD Guidelines.
A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site.
Contractor shall provide handicap signs as shown on plan.
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 any error that may exist.
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.
13. Accessible parking spaces, access isles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09.
14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks.
ITE Trip Generation
Use
Cade
Independent Variable (IV)
AM
PM
In
Out
Total
In
Out
Total
Automobile Sales (New)
840
1000 Sq. Ft. GFA - 9
10
9
19
11
13
24
MALLOY FORD
S D P2020-39 ; AMENDMENT TO SDP 1987-6
TAX MAP 45, PARCEL 68A
TAX MAP 45, PARCEL 112131
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAPSCALE : 1°=1000'
Sam s Club 7 ✓PLY + atrzr, r,nn•��
u mansky Hondd� aNeppy Nalls
Walmartl Supercemer aN
Q IQ a.
Speedway
subway Pesialoa^rs 1.10
® §`
Pn Ce Hyu/ngdai '"c1
Jlrn Pere Chevrolet p Y Hlgh tech 51gryS
ROUTE 29
Malloy Ford otin r�
® Char
CharloxesvllleA SITE - . �Xen Farmerl�
Albemarle SPCA 7 Art, A4ques Advravr, 4
AMP Xeg4er's Lanes 4
Lowe's Home
Improvement
Agnur Hun [1
Elementary School Y
Krorwr T
rrgplcal Smnnrhie Cafe Crilck-fll A
SHEET INDEX
C1 COVER
C2 EXISTING CONDITIONS
C3 BOUNDARY LINE ADJUSTMENT
C4 SITE PLAN
C5 GRADING PLAN
C6 UTILITY PLAN
C7 LANDSCAPE PLAN
C8 LIGHTING PLAN
C9 SITE DETAILS & PROFILES
APPROVALS
rmnki ��e
D
Current Development Planner
Date
Current Development Engineer
Date
Architectural Review Board
Date
Fire Official
Date
Building Official
Date
Albemarle County Service Authority
Date
Virginia Department of Transportation
Date
IMAGE PROVIDED BY GOOGLE MAPS
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o� F Grp
v . SHIMP Y
Lic. .41183
�2�2� wAr
�O
xoNa�. V,
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
COVER
19.057
C1
c_ --— 502- oyG
/ / OH OHU OHU
OHU OHU 0
°tip
c
�°
z
v v ° o�o� T. M 4 5 =112 A
tiG oN�� ��ALLOY PR_QPERTIFZ II` °
- -- - 498
- MAEL01'COMPA/NIE�
/ Aso 4863 PG/4 �0
ZONED: HC
I
494 I I
\
\ I
\ I I
I I i
\\\ 490 I '
\ I I
488 —
I /
\ / I
/ 486 T. M 45- t1-2B 1
1
\ / MALLOY PROPERTIES III C/O
o \ MALLOY COMPANIES EEC '
ti° vv v v DB 4863 PC 471 �' ; 'I
\\ \\ \\\ONED: HC �� I
/ CURRENT- 4SE-/��ANT I I
� 484_ I .
O \\ I I I
\ MANAGED SLOPES 1 1
8 I I
LIMITS OF DISTURBANCE I I
— —
1 1
480
�O
(j) �
co
\ \ I
0 _
C() v \ \
c)o �n
1 `7
I c-qo
PORTION OF BUILDING TO REMAIN
I I
I I I
--- -- -- -- -- --°
° \
T.M 45 68A �.
MALLOY PROPERTIES III C/O
J
• • 20 40 ••
GraphicScale: •
MALLOY COMPANIES EEC.°k'
' l
DB 4863 PG 467k}.k
k
ZONED: HC
\.\\.
/
°°°
�Q0
k
I
CURRENT USE: COMMERCIAL
}�'`' .°I
xX � } .
/ I
o`��
0
N m
�Q
I I
I
0(D
3 r Lo
T. M 45 68C1
)RTION OF BUILDING PAD TO REMAIN -
'
I
CD � cD
�
)T INCLUDED IN LIMITS OF DISTURBANCE
MALLOY PROPERTIES III C/O
I
MALLOY COMPANIES EEC
'
DB 4863 PG 461
/
ZONED: HC
,'
PAIRKING
ING ARtA k
TO BE / `
I
II °° °°
CURRENT USE: COMMERCIAL
0
REMOVED0 .
\
C/)
/
/ \
(
� 30,096 SF BUILDING P40
I
\ _
PORTION TO BE REM�D, I IIIIIIIIIII 1 p
PORTION TO REMAIN & BE
BUILT UP KI
x xx x
-o
XISTING TREES TBR� DISTURBED NEW-
T nI LANDSCAPE ISLANDS
4 76 "u - �
CD FT] = D -
(F1
CA
----- _-- ----__ O
472-----0 D D
z I rT�
D
0-) z �eU
, In' \ \
°iG" \
--—468------y< -- — — — — ---__—
— (f) cJ C)
--- 466—---------\
- —
-EXISTING
PARKING
ARE
- TO
BE R
MOVE
— — —
o \ \
°0 \
�C)l
�} o K: \
N � \
\
n — o
\ \ \ \
C ) — — — — — G \ —
X \ \
I- —_ ____—_— __�_ _\-
- OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU � OHU HU OHU OHO\ _ — — — — / \ OHU OHU U OHU OHU OHU H HU OHU OH� � 02 — j � °
HU OHU OHU U ^�^ HU OHS 0 — HU U�=ak11��6H1t— —� OH
464_ — \ _ J — _ vC� OHU F9 HU — 0 OHVI.. t 0 H nj OHU' , Omu a
O \ W Okdli HU Oki U . OHIJ
SHIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O �
SHIlVIP >
Lic. 4 183
wd
�o
G�
��SSIONAL E1`1
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
00 19.057
_ < ° I 1
cj�' yG Q EXISTING CONDITIONS
u� Ln ��' U.S. ROUTE 29 �'' X N c�
0-)/ 24 JOINT SEMINOLE TRAIL D 1 <
N ACCESS EASEMENT = o o �o m z D 0-)
VARIABLE WIDTH R/W / > D m
O �' (D.B. 874-738) — o
a- 0-)o z J 0 r D �o
/ D ! -n m rC2
rA
cn
�A
iv
—
Co
C�
O
O�
J
u�
CDU
O
EXISTING B UN A Y IN _ —
VARIABLE WIDTH R/W
OHU —�
C• 0 30 •• ••
Graphic Scale:
n
I
D
7JJ
O
n C
C cj�
m G
:J J 00
77NCD�CJ�
z O
N
m
CmJ�7J
�
�� W J�DC3i
<nN�cfl�n
D m 0 O
D -0 F- � O
zi DDD-u
SHIMP
� � O
ENGINEERING
O LAND PLANNING - PROJECT MANAGEMENT
Z
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o
u . Sxnv� a
Lic.4 183 Z � 2�2� w�
�o
��SSIONAL ��G
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
19.057
`n BOUNDARY LINE
uo ADJUSTMENT EXHIBIT
C3
c
/ T OHU 0V
OHU OHU
0 OH /
oy
G
O,y
G /
0 oN� °N0 T. M 4 5- -112 A
tiG /°Now MALLOY PROPERTIES
MALLOY COMPANIE
/ o DH 4863 PC 4
c�
ZONED: HC
s
c
/
EX. 9,120 SF
BUILDING TO
REMAIN AS
VEHICLE SALES &
STORAGE
11.7'
❑13❑ l ❑o❑
T.M 45-112B1 18.0'
/A(:�-)
MALLOY PROPERTIES III C/O MALLOY COMPANIES LLC9 00,
UTCD R7-8 W/
D B 486 3 P C 471 R7-8a PLACARD
ZONED: HC 1 OUTDOOR 19 CUSTOMER PARKING SPACESSALES/STORAGE 24.0INCLUDES 1 HC SPACE
CURRENT USE: VACANTDISPLAY PARKING SPACE
W t
0
MANAGED SLOPES a 1 .0
OUTDOOR S LES/S ORAGE DISPLA PARK NG
20.0'
❑ 15.0'
o ❑ a 1 .0El
° Qu
I
c�
\ U
0 1 .0' O
0
3' 2 9.0 3
0
CG-2 ❑ O
PAVED PARKING AREA 24.0'
O < N
ONCRETE CONVEYANCE
CHANNELFT1 -
� _ o
z ® 0 TDOOR SALES STORA E/DIS LAY P RKING
0 D 6.0' 19.0, co 24.0' 18.0' �
18. 0'-2 4. 0' I
co � F O 9.0'
D°
�I iCJ 19.0'
h1 n 9.0'
D uu
Q0 17171 z OUTDOOR
K 0 SALES/STORAGE/DISPLAY
LT1 PARKING
z 24.0' RAVEL DIAPHRAGM
sF' 2' CURB CUTS IN (TYP)
❑s EACH PARKING ❑ ❑
22.1- o 9.0' 13 ,p P A_C E
6.0'
�s
z
z
U OHU OHU OHU 7L-- OHU OHU OHU OHU OHU OHU OHU OHU QHU OHU OHU I HU OHU OHU
m
2'x25' LOADING SPA
N
I � T.M 45-68C1
MALLOY PROPERTIES III C/0
MALLOY COMPANIES LLC
DB 4863 PG 461
❑o ° ZONED: HC
CURRENT USE: COMMERCIAL
ON R E CONVEYANCE _
CHA N L
a
—
cn— —
c o
OHU OHU OHU OHU 0 OH U HU OHU OFoi �F�U
OHU OHU 0 OHU . 0 U—
oy
G
• • 20 40 ••
GraphicScale:•
1 OHU U OHU OHU OHU
OHU OHU, , OpjU
0ldU HU OHu . OHU OHU°-
SHIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O� t • r?
o'�.,
u . SHEYT a
Lic. 4
21183
�O
��`sSIONAL VI
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
19.057
cn U.S. ROUTE 29 SITE PLAN
0-) 24' JOINT SEMINOLE TRAIL
oyG
O : P
ACCESS EASEMENT
cj N UoVARIABLE WIDTH R/W
O (D.B. 874-738)
o M (--0J
LO C� ` I K m C4
p D �
/ yG cfl O
U.S. ROUTE 29
�� SEMINOLE TRAIL
• • 20 40 ••
Graphic Scale: •
SHIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o
u . SHEYT a
Lic.4 183 Z � 2�2� w�
�o
��`sSIONAL ��G
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
GRADING PLAN
19.057
ir-lEDUUINU
VARIABLE WIDTH R/WC5_
�� \
�o / I 0 O
' 502- °tiG z
c
/ 0 OH / OHU OHU
OHU OHU
o
B
�s B I 0 < \
0 � �
�
\ o Cb Oj / \
y �
G-
---- -- --- / U � �✓c/ Z\ — o
ON NP�
/ N�// B BB, B,
v 0 T. M 45 112A
\ ONU
tiG/IALEY PRBERTIES �` ---- -------- 20 0 20 40 60
ONU
- %498
MAEEOIY'COMPA/NI �,�`B`l.' ,� — � — B — � ��s �B
B � / / S � \ \ \ Graphic Scale: 1„_ —20,
4g6JD/G� 4
o B /I / x s
/ cZONED: 6C / // s �s \� /\j
— I
-0\ \ I
494-
/_--------B I I ,IEX. 9,120 SF �� B B
I I I BUILDING TO p r7I \ \ I
v I I I REMAIN AS B��B B A \ I
VEHICLE SALES & �' n� B B x I I
I I I STORAGE II II I I
----- I I FIFE 468.50 vf -r7 �� I
490 I
II
488-
I 1
\486, T. M 45- t1B1_ _ _ -
MALLOY PROPERTIES III C/O �� !
\ B \\ \B MALEY COMPANIES EEC B /
DB 4863 PC 471
ZONED: HC B I I
0w CURREINT- 4-JSEeVA-C-ANT
o \ I N 00
v \ I I
\ MANAGED SLOPE01
O N
-__-- - -_ --
480 I
-o -
�
FT]
4 76 -
O D -- -
— — � Fr]
--- - -
D
---- �c
70 �Drqz
,——468--------------- -----El
_ z
--- 466—— — — — — ——
\ \ % X 68 _ _ — — i o ;Z o \ 12 oo II ��_ 0,
(ram n�+ < \ CocnuC \ � II fD<
� "V oil �I \ Co �o<
0 C
\ \ �< N< ?} t
�< \
J < II \ \ \
\ II \ \
— \\S S S S S S S
12 CoONO LO
S S S S S S S S Swo Z n S \
_ G
� / III I Tl \ ^ w _ "_ I I \
V/J V / CD _+
IH OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU \ — — OHU HU OHU HU OHU — OHU U ^� HU OHL� OHU OHU U OHU OHU OHU OH HU15" CONOHU OH � 0�0 U� pkilgF}lY° — — OH _' —
464- _ \ — — �C� OHU�— HU O U �e OH 0 OHU, , OFiU , —_
O — \ W OkdlS HU Ouu . OHIJ —
it
< tiG
_ 00
< _ % �I
N ia-)O
ll;u CO
B c� B — U.S. ROUTE 2`9 X �, B cn
B i 24 JOINT SEMINOLE TRAIL / D 0
(_0�� ACCESS EASEMENT VARIABLE WIDTH R W �/ D m
o� M —
o /' (D.B. 874-738) 0 <
/ o m LO
r D
// LO C� // // ° o <
Ci O D —I m C
I n
0o B I
I
0
-7—w _w
\
— w
FT
. 1
—7
II <
z
II
CIO
I
I�
❑
I
/
1D1-3
❑
PE
A4
5" N
I T. M 45 68C1
co MALLOY PROPERTIES III C/O
MALLOY COMPANIES EEC
I " DB 4863 PC 461
ZONED: H C
I I I CURRENT USE: COMMERCIAL
I o I \
A3 �1E� � I IIIIIIIII�II P s
66 I I \ p p \
A2
13
\
DI-
PF q „ PJ I
10
DI 7 T In`
RAVEL DIAPHRAGM
68 (TYP) /
SHIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
o� t• �
o
. SHEYT a
LiC. 4
Z21183
� 2� w�
�o
IONAL
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
UTILITY PLAN
19.057
C6
LANDSCAPE SCHEDULE
Plant
Min.
Total
Symbol
Planting Type
.
Botanical Name
Common Name
Cal./Height
Quantity
Canopy
Canopy
SF
A
Large Shade Tree
Ulmus americans
American Elm (Princeton)
3.5" Cal.
7
397
2779
a
P
0
Large Shade Tree
Quercus palustris
Pin Oak
2.5" Cal.
8
370
2960
S
Large Shade Tree
g
Zelkova serrata 'Green
Green Vase Zelkova
2.5 Cal.
12
350
4200
Vase'
B
Medium Deciduous Tree
Carpinus betulus
European Hornbeam
2.5" Cal.
4
177
708
G�j0
Evergreen Tree
Cryptomeria japonica
'Yoshino' Cryptomeria
4'-5' Ht.
4
123
492
Yoshino
U
Broadleaf Evergreen
Magnolia virginiana
Sweetbay Magnolia
6' Ht.
3
113
339
R �
Ornamental Tree
Cer'O rhomamis
'Oklahoma'
Oklahoma Redbud
6-7' Ht.
5
124
620
P
Deciduous Shrub
Aesculus parviflora
Bottlebrush Buckeye
30-36"
20
36
720
G
Evergreen Shrub
Ilex glabra 'Densa'
Densa Inkberry Holly
30-36"
38
23
874
PiM
Evergreen Shrub
Rhododendron 'PJM Elite'
Rhododendron
30-36"
40
13
520
TOTAL CANOP
14212 SF
SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS
AS SPECIFIED IN PLANT LIST OR AS SHOWN.
ADJUST SPACING AS NECESSARY OR AS
DIRECTED BY LANDSCAPE ARCHITECT. 64
6�
MULCH 2" DEEP IMMEDIATELY a �
AFTER PLANTING AND WATER o D
THOROUGHLY. 4
PLANTING PIT.
PREPARED SOIL
SET SHRUB PLUMB. TOP OF ROOTBALL
SHALL NOT BE MORE THAN 1" ABOVE
FINISHED GRADE
REMOVE BURLAP FROM TOP 1/3
OF ROOTBALL
3" TALL WATERING BERM
FINISHED GRADE
112 BALL '
8
DIA. MIN. w
SOIL SURFACE ROUGHENED ry
TO BIND NEW SOIL j
SHRUB PLANTING DETAIL
C7 Not To Scale
SET TRUNK PLUMB. SEE PLANS FOR
EXACT LAYOUT AND SPACING.
ARBOR TIES, OR
1-112" SQ. OAK STf
SET 180 DEGREE
ly►.a�y:�aze�:�au�a
APPLY 2" OF WOO
AND WATER THOF
4" COMPACTED E�
WATERING BERM
EXISTING GRADE
PLANTING PIT. SEE
REQUIREMENTS, F
PLANTING SOIL AN
REMOVE BURLAP
TOP 1/3 OF ROOT
UNDISTURBED SO
2 TREE PLANTING DETAL
C7 Not To Scale
0
LO
009-- x
T.M 457112A,'
AALLOY PR-OPERTIES'
MALLO/Y-COMPA/'NI
4863 A/ 4 1 v
ZONED: I6C �
I
��J I
I
I
I
I
I
1-2B1
TIES III C/o
\NIES LLC
G 471 I
HC
-V7CCAN T \I
;ED SL
—S —S
F
U.S. ROUTE 29
i 24 JOINT SEMINOLE TRAIL /
/
ACCESS EASEMENT ( SOUTHBOUND LANE)
�
(D.B. 874-738) VARIABLE WIDTH R/W
LANDSCAPE REQUIRED:
SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED.
SITE AREA 92708.5 x 10% = 9,271 SF
CANOPY REQUIRED: 9,271 SF
CANOPY PROVIDED: 14,212 SF
STREET TREES (32.7.9.5): LARGE SHADE TREES (3.5" CAL.)
35' O.C. PARALLEL TO ROAD
REQUIRED: ROUTE 29 — 247 LF/35 = 7 TREES
PROVIDED: 7 LARGE SHADE TREES & 5 ORNAMENTAL TREES
INTERSPERED ALONG THIS FRONTAGE
INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED
AREA. 37803 SF x 5% = 1,890 SF 30 0 30 60 90
LANDSCAPE REQUIRED: 1,890 SF
LANDSCAPE PROVIDED: 5,650 SF Graphic Scale: 1"=30'
LARGE SHADE TREES (2.5" CAL.)
126 PARKING SPACES (126/10 = 13)
REQUIRED: 13 LARGE SHADE TREES
PROVIDED: 20 LARGE SHADE TREES
SCREENING SHRUBS — AS NECESSARY TO MINIMIZE
APPEARANCE OF PARKING
NOTES:
1. Contractor to apply mulch bedding around all proposed trees
and shrubs. All other landscaped areas shall be sodded.
2. All site plantings of trees and shrubs shall be allowed to
reach, and be maintained at, mature height; the topping of
trees is prohibited. Shrubs and trees shall be pruned minimally
and only to support the overall health of the plant.
3. All landscaping and screening shall be maintained in a healthy
condition by the current owner or property owners' association
and replaced when necessary. Replacement material shall
comply with the approved landscape plan.
4. Visibility of all mechanical equipment from the entrance
corridor shall be eliminated.
I IIII I'I'I I I
°III IIII
IIL,I IIII
IIII II n
III D
� IIII II �
II IIII I I` IIII o 00 —I
I
1p IIII CD
I IIII co_cn
II IIII �G
00
Ij IIII F7 00 — �
(I IIII Z O ul rr .
% IIII C m N J
�r III now�a�0M(j,
dI III = r F- �
Id III nC0
11 III D �00
I III
I°� III Z rDF-7uSHIMP
11 III — >--�>v
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
1992 3.38
Source: Va. DSWC
Plate 3.38-2
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
O� A Gf.P
v . SHIMP Y
Lic.
&24 183�2� 4�
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
LANDSCAPE PLAN
19.057
III - 401
C7
LIGHTING NOTES:
1. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial
lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect
light away from adjoining residential districts and away from adjacent roads. The
spillover of lighting from luminaires onto public roads and property in residential or
rural areas zoning districts shall not exceed one—half foot—candle.
2. All new pole mounted luminaires shall be mounted at a max height 20' above the
finished grade with the total height including the concrete base.
3. No fixture to be installed shall be aimed or positioned in an irregular manner.
All lighting shall be directed straight down.
4. All new fixtures to have Dark Bronze finish.
Schedule
Symbol
Label
Quantity
Manufacturer
Catalog Number
Description
Lamp
Number
Filename
Lumens Per
Light Loss
Wattage
Lamps
Lamp
Factor
❑
8
Lithonia
Lighting
CSX1 LED 60C
1000 40K T41M
CONTOUR SERIES LED
AREA LUMINAIRE WITH
LED
1
CSX1_LED_60C_1000_40K_T4M.ies
Absolute
1
627
B
60 4000K LEDS
OPERATED AT 1000mA
AND PRECISION MOLDED
ACRYLIC TYPE IV LENS
❑
3
Lithonia
Lighting
CSX1 LED 60C
1000 40K T31M
CONTOUR SERIES LED
AREA LUMINAIRE WITH
LED
1
CSX1_LED_60C_1000_40K_T3M.ies
22277
1
209
D
60 4000K LEDS
OPERATED AT 1000mA
AND PRECISION MOLDED
ACRYLIC TYPE III LENS
STATISTICS:
Average = 5.7 fc
Maximum = 19.8 fc
Minimum = 0.0 fc
Max/Min = N/A
Average/Min = N/A
k-6,
O
O � O
k
k Q k CT
0 O k
k ') Cry CP k k
O S
k k Uj k % k
k O .� k '� k O Ar
O 0 O o > k k
A' •� •� •C 'Cr O O k .O k ' j Q O
Q 'CT •� 'CT k .� i i k
O
O k W k I
I C� Q % 0 k Q
k k Q k k •� k O o
o k k T k % k
k lJ k Q,(, Cr k k (9 k 0 Q Q
O / k C9 Q k k Q k � k J
k o •� k k % '� k k Q k O O
oW k k ❑ f❑ k .0 k o •�
•� D .o k .Q k ' oft k •� k
/ k k 1p O % k
Q Q k k I o� •(� k .o .w k 'Ui k 'Q k O
k 0 i .o k CID J k '-, k .o k O o lJ
k k O k l� CID Q k k o i CP k k
O k k C9 CID •� k •� k % k 0 0 CID k %
O k c9 .0 % Q C9 ID k k t9 j oQsi •� Al .O Cr k 'j k • k lJ
0. FOOTCANDLE CONTOUR w k 0A k Q k �, k CP CP 0 k Cr k w 0LQ 0
O k CT k CID Q k � k Q CID CIP C� o k CA t3k
'--, �. CID
CT k 'Q k Q Q dQ Q k Q k t C9 ' Q k k Cr
k 0 J k ts% k k i
-A k CP k 0 CID Q Q IK catalo
•� J k k > > i k k '0 Q Q J •� k o k •� CSX1 LED I Number
k � 0\ k o k o Q _a � k •,, k o C 5� � k
O k 0A ,� � k k � CIDk k LED Area Luminalre Notes
Al .o k Q k O k -; .Q k Q k S7 J Q
Q I Q k .Q � i k O k k Lo c9 •Cr k I ,CID
.-, k k C9 ,p Q k
.Q k Q 0 o k k i k '(r k ` Type
k C7� k k Q Q k k O I. t .S k J I '37 k 'C9 k ., k '., FuIENaY
J � k k O k (.' M 'lJ� k • J k Q J ' J k •� NIGHTTIME e n a
k 'Cry k CT Q9 '-, k k Q -•� k k % l j
A,
O Cr -� k U, ' k o ' o k Qfl k . o `J k k '�ca+ Capable Luminaire
0% k % -, k CID Q9 O k CT P
k k o k .0 k > CP � k 0 00 k cA k T3 This item is an A+ capable luminaire, which has been
0 k x k O k k -� c9 O designed and tested to provide consistent color
k o k S -' k o k o Cry � � Specifications 9
k Cr •0 k� k o k k '0 k k 0.7 ft2 appearance and system -level interoperability.
k •� k CP k 'j k C� G J J k k % EPA: H
� k ` k o , k O (P k 0 (0.07,2) All configurations of this luminaire meet the Acuity
k Q FE
k c9 > > k S k tJ k Q3` 6' 23-1/2„ 9 Y
Q ; 0 k Q > > k k > Q9 k Ck� Length: L Brands' specification for chromatic consistency
.Q k 'Cry CSC Q k O J k k CID (59.7cm)
W k Q3` k k k 0 ,� Qr� O � -� k �' k 1 • This luminaire is A+ Certified when ordered with DTL®
A, 'Q k j k k c9 vj '� k k k Width: 18 1/2 controls marked b a haded background. DTL DLL
Q9 Q o J 'Q k 'Q k (46.9(m) �„� Y k. g
Al 1_3c?` j j j o k -S k k j 0 k > k k O O 5 7/$„ equipped luminaires meet the A+ specification for
O c9 k 6' k k c3` luminaire to hotocontrol intern erabilit 1
•C k k J j .0 Height: p p Y
k C1� I I k i Q k 63 (14.9(m) W
LP k n k _ tJ k > > > CP k Q k (P 6> k 6' k This luminaire is art of an A+ Certified solution for
k •� k � > o k � � k Weight 371bs p
k I C� k o is ® XlPointTM
�J k ❑Q k C� J Cr k k Cl> > % 37 k k Q (max): (16.8k91 ROAM 2 or XPoint Wireless control networks,
I CS k > > k J7 Ct� k O
w k , k tJ CT k 0 S providing out -of -the -box control compatibility with
Lp k 0 k try O k k simple commissioning, when ordered with drivers and
A, c9 1 Q k 0 k iJ .0 c9 > > >f( )) Q k 0 •� k k p g�
W O O k J 6\ j O > j k k Q� 0 Q k 0 k W k k control options marked by a shaded background'
CT > > J j k k �� CT % O _ k CID ' C10
To learn more about A+,
c9 k k O k j j j j w k CP k n j .� k O 0\ visit www.acuit brands.com/a lus.
k 0 k k Q - CS% J k k % CT) J .� k k .� Y p
Cq 6' k 'do k k > ; � k Q k �\ L l`� Cp k 1. See ordering tree for details.
J k CID ' k ' C� ' U .Q Al k
k -� k .S k k t9 k J 'CO O k VVV��� k k c,,� 0 j .Q 2. A+ Certified Solutions for ROAM require the order
Al CIDk k 6� k , k j j k k o k of one ROAM node per luminaire. Sold Separately:
k k .0 co > k > , k Link to Roam; Link to DTL DLL
k � lJ o
J Cry k Q k CP
> k t9 > k O k �1 A+Capable options indicated
(5N k (� k O k k O k t� J c9 by this color background.
�J k Q PC%k CP k k 0 CID
do % ` j k Cry CID Q k Cry k
Q,; k cA k o k LC Ic9 k k k O • • - - EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD
S k k Q % k k .o
k CID J Q k l� k O do J k (9 k O
k 'yam k o I J 'Cr k 'Lp k Q },7
O ' O k c9 k ', O j �� k o k �0 -- t9 Cry k Q k > k O CSX7 LED 60C
Q k QLIN
Ok O 0 k k O Q9 k O Cr k Cry 0 O CID Qg k k j k O
OLIN
k 3� k O k j ', j k ^� k O O
j k S k k CID CP > k k Q t9 k O CSX1 LED 60C 60 700 700 mA 40K 4000 K T2M Type II MVOLT' Shipped included Shipped installed DDBXD Dark bronze
O k k k Q k � tg k k LEDs 1000 1000mA 50K 5000K T3M Type Ill 120' SPA Square pole PER NEMA twist -lock receptacle only (no controls) DBLXD Black
Qr� k 6a k O k k cs` O k (1 A) mounting
k Cp Q CP k O k S k -� � T4M Type IV 208 9 DCR Dimmable and controllable via ROAM (no DNAXD Natural
O k o k 6� CA --� k Q` k O c9 CP k O RPA Round pole controls) s aluminum
k c9 O k CP c9 /��- k 57 k k CjS3T T5M TypeV 240' p e
tP k O 0 k O k 0 � ) t9 CT C9 CT k Q mounting DMG 0-10Vdimmingdriver(nocontrols) DWHXD White
O k O k > ` CID c9 c9 V k � k > c9 c9 k TFTM Forward 277' 2
k � k -- A'� k k O throw WBA Wall bracket H5 House side shield DDBTXD Textured
O O o o k 1 ` J0 —� 0 61 k CP k k 347 Shipped Separately 2 SF Single fuse (120, 277, 347V)' dark bronze
Cry k o Cis k CT k k Cn k k Ta ® Q 480 SPUMBA Square pole DF Double fuse (208, 240, 480V)' DBLBXD Textured
k 0 � k k W as black
k O > k 6> k k O O O universal DS Dual switching
O k k O > k k k '(� k mounting BL30 Bi-level switched dimming, nominal 30°k 910 DNATXD Textured
k O k Qfl k O '( adaptor' 910 natural
k lJ k k O BL50 Bi-level switched dimming, nominal 50% aluminum
O o O CP k k 0 k W k RPUMBA Round pole 2
k k j "� k c9 > k CA k o o Q universal Shipped separately DWHGXD Textured
O O k w k —� k O k k O k mounting VG Vandalguard white
k k •w 0 > j Q k O k > CP k k Q k adaptor' BS Bird-deterrantspikes
O CA k 3T k O 0 k KMA8 DDBXD U Mastarm
k k J k 'O k J k 'O k •� o mounting
O O k k > > k �J k O O k � bracketadaptor
k k O k k > > k t9 k o (specifyfinish)°
O O w x CA k -o > > k k O k > O 0 O k
k®�pp—�� — --- k Q k O-----------'�
0 Q O k (Q k c9 k Q 0 O O k
O o o rp Q -------0 - --0-- CT -- CID --- 0\ .Q k O
o k Q o®-------- O k
o i
k Q Q Q Qr O 'Cr Qrk O k 'CJ� k O
k >
., k � k 'P k 0 Q O
' Q ' RIGHT O F WAY LINE Q k Q k O w k O Ok % k fA L/THON/A One Lithonia Way •Conyers, Georgia 30012 •Phone: 800.279.8041 www.lithonia.com
k ' j k Cry k o O k o L/GHT/NG 02012-2017 Acuity Brands Lighting, Inc. All rights reserved.
o k Q O k .0 O
0 o r k k o O k k .� 0 0
0 0 ' k > k �.7 k o O 0 k 3 k O ' k % k
% Ar J k k o O Qk V3 k .� k k Q•� O l`� Q
.' k O o 0 k k Q, k Q Q
o k > 0' 0 x
• • 20 40 ••
Graphic Scale: •
SHIMP
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
0� Y Grp
G�
O
v . SHIMP a
Lic. 4 1
L2�83
2v w�
SSIONAL
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
LIGHTING PLAN
19.057
go
STORM PPE PROF LE Al -A4
C9 HORZ: 1 "=20'
VERT: 1 "=10'
5 PAVEMENT DETA L
C9 NOT TO SCALE
A k
2
4B75' 5'
RESERIED__ 2
4.25 4.25 1
PARKING2C _
I , 1
18
4" B
3,875 �A 3.S15
1 I.!
.75 2.5
a12
117-8 NO PARKING
LEGEND - GREEN (RETROREFL), WRITE SYMBOL ON BLUE (RETROREFL)
BACKGROUND -WHITE (RETROREFL)
"Reduce spacing 50%.
"*See page 6-31.
"**See page 6-2 for arrow design.
475
470
465
460
5$55
2" SM-9.5A SUPERPAVE
6" VDOT #21 A BASE STONE
COMPACTED SUBGRADE
VA
�XCCESSN
IBLE
{{IIIII'' I
_77�1
r_ A
...R7-&
H!-10
VMACCESSABLE
n
A I B I C D E F G N J K I.
i? F s75 aaR IS i.4U 5 11) 1.01 ales .9
18 9 375 .AaB 225 20 1 US It 2496 5784 1.5
PARKING APPLICAIION DIRECTIONAL APPLCAT M
CULDR& LEGEND -GREEN (REIR(1REELMNEIDRRLACK CDLURS LEGEND-WHITE(RETRCREFLECTIVE)
R.ACKGHOUND-WHILE (RETRMEFiEII;ME RMMGRMM-RLRE (REfRDREFLECTNE}
CG-6
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHALL BE CONSTRUCTED PARALLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF
CG-6 IS BASED ON ROADWAY CLASSIFICATION
AND DESIGN SPEED AS SHOWN IN APPENDIX A
2" R
OF THE VDOT ROAD DESIGN MANUAL.
6„
D
D
D
D
IN
V T. D D
D D
,
D
• s s
D D
D
D
D D
D IN IN
D D
IN
D
D
-
-
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
t
PARALLEL TO THE SLOPE OF
6"
2'-0"
SUBBASE COURSES PROVIDED A
MINIMUM DEPTH OF 7"
IS MAINTAINED.
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
SPECIFICATION
REFERENCE
COMBINATION
6" CURB
&
GUTTER
105
REV. 9/O6
502
VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
LD-204
Stormwater Inlet Computations
Sag Inlets Only
iu
-0
a)
�_
M
_
Z
Q
o
m
Q
Q
U
O
X
c
E
o
c
a)
Q
U
c�i
H
a)
>
_
a
in
a
�
C0
0-
(D
1
2
3
4
5
6
8
9
10
11
12
13
14
15
21
22
23
24
(ft)
(ac)
(in/hr)
(cfs)
(Cfs)
(Cfs)
( ft/ ft)
( ft/ ft)
( ft/ ft)
(ft)
(ft)
(ft)
A4
DI-3C
8
0.23
0.82
0.19
6.5
1.23
-
1.230
0.013
0.018
0.028
0.15
0.50
0.29
5.88
0.82
0.19
4.0
0.76
-
0.757
0.013
0.12
0.50
0.24
4.26
A2
DI-3C
8
0.59
0.75
0.45
6.5
2.90
-
2.901
0.013
0.027
0.018
0.080
0.23
0.50
0.46
5.77
0.75
0.45
4.0
1.79
-
1.785
0.013
0.17
0.50
0.33
2.28
Al
DI-7
0.58
0.87
0.50
6.5
3.28
-
3.278
0.013
0.024
0.014
0.15
0.50
0.31
11.00
0.87
0.50
4.0
2.02
-
2.017
0.013
0.13
0.50
0.26
9.20
IS-1
'9
°
SHAPE TO ELEVATION
j
L MID -POINT OF
LARGEST PIPE.
• j
SHAPE TO
i.
CONTOUR
. ,
OF PIPE
I
/ •
ji
A
°A A" °A
SLOPE TO DRAIN TO INVERT
\�
OF OUTLET PIPE
SECTION A -A
°
TRANSITION BETWEEN °
PIPE DIAMETERS WHEN
METHOD OF TREATMENT IN DROP INLETS
DFFERENT SIZES OF
PIPES ARE ENCOUNTERED.
NOTES:
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
\
THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED
ON PLANS OR WHERE INVERT OIF PIPE IS ABOVE INVERT OF
SLOPE TO DRAIN
TO INVERT OF
STRUCTURE.
j
OUTLET PIPE
MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED
/
°
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A
v
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
/
/
n
UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK,
v
v
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
�'.• °
SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE
A
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
°
Q
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE
-
'
PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED
-
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES.
SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
��
STANDARD METHOD
OF SHAPING
SPECIFICATION REFERENCE
ROAD AND BRIDGE STANDARDS
M AN H 0 L E & INLET INVERTS
SHEET 1 OF 1
REVISION DATE
VIRGINIA DEPARTMENT OF TRANSPORTATION
302
106.08
CG-2
NOTES-
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB,
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE N DEPTH.
4 2" R
5 CG-2 IS TO BEFOR USEDC ON ARgADWAYS MEETING THE
REQUIREAPPENDIX
�ESIGN
A OF THE VDOT ROSAD MANUAL.
6"
d ' .A •'d
SURFACE
SEE
NOTE 4
BASE
.'d -
SUBBASE
4
f 2' RADIUS
6
G
I "d
d -
d SURFACE
MIN
MIN -
18" d :•a a
MAX.
BASE
d•
SUBBASE
12" y
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
SPECIFICATION
REFERENCE
STANDARD
6" CURB
105
502
VIRGINIA DEPARTMENT of TRANSPORTATION REV. 9/06
201.01
LD-229 Storm Drain Design Computations
Mallov Furniture Store
From
Point
To Point
Catch
A
(ac)
Runoff
Coef
Inc
AC
Accum
AC
Tot
Tc
(min)
Tot
Int (10yr)
(in/hr)
Tot
Flow (10yr)(cfs)
Up
Inv
El
Dn
Inv
El
Pipe
Len
(ft)
Inv
S
%
Pipe
Dim
(in)
Pipe
Cap
(cfs)
Velocity
(ft/s)
Flow time
Inc
(min)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1 15
16
17
A4
A3
0.23
0.23
0.05
0.05
5.00
7.10
0.38
463.65
462.68
42.25
2.3%
15
11
4.1
0.17
A3
A2
0.38
462.48
461.81
29.05
2.3%
15
11
4.1
0.12
A2
Al
0.59
0.59
0.35
0.41
5.00
7.10
2.88
461.61
460.60
44.81
2.3%
15
10
7.2
0.10
PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE
TOP OF FILL ---
TOP OF FILL
TOP OF FILL -
GROUND LINE =
GROUND LINE =
GROUND LINE
x
- r r
-1 =1 =1 rrrrrrr rrrrrrr III=1 =1 I-
_
FI Im 1
r rrrrrr
rrrrrr rrrr
- _
III=III-1
_ rrrrrrrr rrrrrrr _
-1 =1 =1 rrrrrr rrrrr III=1 =1
N
-'-III
I -I
=III
rrrr rrr-III-
rrr rr
rr d rr
- EARTH
`' 111 Frrrr rrrr-III
N-I rrr rr
+ III rr d rr L ROCK OR
`'1 I rrrr l%rrr I--
N l l-I rr rr
+ III rrr d r = EARTH
o
N
1
1
o N -1 SOILUNYIELDING
I I.
o N 1I
I=
0 �I
=
11
o �I
0 BEDDING
-
� -I
MIN. I-III=III-III
MATERIAL
MIN. 1/10 D - - - - 1
' I =I
1=III=III=III I 4
MIN. 1/10 D
X D X BEDDING
1/10 D
X D X BEDDING
MATERIAL
� MATERIAL
X D X
PER 1' OF H
MIN. 8", MAX. 24"
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
MIN. 1.5 x D MIN. 1.5 x D
MIN. 1.5 x D MIN. 1.5 x D
MIN. 1.5 x D MIN. 1.5 x D
TOP OF FILL
TOP OF FILL
TOP OF FILL
ar
- .rrrrrrr rrrrrrr =
-
rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr
=
rrrrrr rrrrrrr =
;rrrrrrrr rrrrrr -
- - -
_ rr
+ •• •rr GROUND
d
= rrrrr rrrrr : -
- - 'rrrr rrr -
• •
rr
+ GROUND
-
[14rrr
-
-
rrrrrrrrrrrrrr rrrrrrrrrrrrr
rrrrrrrr rrrrrrrrrr
rrrrrrrrrr rrrrrrrrrr
-
-
-
rr. LINE
w
r d rr • LINE
o
+
_rrrrrrrrrr
d rrrrrrrrrr
_ GROUND
_-LINE
-
Hill 11-
III III=1=1=1 III EARTH
11 OR
MIN. 1/10 D _-ROCK
--=UNYIELDING
4=4
=_ _- - - -
-
EMIN.
MIN. 1/10 D 9 BEDDING EARTH
1/10 D X D X BEDDING
MATERIAL
--
/z" PER - - - SOIL
1" OFX D X
..H
MIN.8", BEDDING
MATERIAL
MAX. 24'' MATERIAL
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT
SECTION 302 OF THE ROAD AND BRIDGE ® NOTES:
SPECIFICATIONS.
FOR GENERAL NOTES ON PIPE BEDDING,
CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS
WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES
SPECIFICATIONS. ON SHEET 107.00.
REGULAR BACKFILL MATERIAL IN ACCORDANCE
rrrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE
SPECIFICATIONS.
IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN
AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE
USED IN PLACE OF CLASS I BACKFILL.
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL
rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD
AND BRIDGE SPECIFICATIONS.
XVDOT
INSTALL. OF PIPE CULVERTS AND STORM SEWERS
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
CIRC. PIPE BEDDING AND BACKFILL - METHOD ,A,,
302
SHEET 1 OF 4
REVISION DATE
07/12
VIRGINIA DEPARTMENT OF TRANSPORTATION
303
107.01
DI-3A, 38, 3C
FYIDAKM1 KI IOIHT ,
I -A
18���
N
4';
FOR DETAILS OF INLET
FRAME & COVER
SEE STANDARD IC-2.
-BARS C
BARS F
BACK OF SIDEWALK
II L `BAR F I- BAR A
II BARS D FACE OF CURB
CONTROL JOINT GUTTER CRACK CONTROL JOINT
PLAN
-VARIABLE - MAX. 20'
F--B
3'-0"
EXPANSION
KEYED
JOINT
Y
CONST.
JOINT
BARS D s=// �APPROACH
GUTTER
BAR G 2
/
WARPED
w
0
00
GUTTER
BAR C
I
SUBBASE
B
2„
HARDWARE
CLOTH
z
+
BARS F I
WEEP HOLE.
o
O
N
O
p
SEE NOTE 8
r
l
M L
I
x
w
STEPS.'SE
NOTE 5
8" R.. I8„
6' MIN.
SECTION
A -A
10' MAX.
KEYED CONST. JOINT
2'-10"
2" WARPED
2„
GUTTER
x
APPROACH
BARS A
GUTTER
I
o0
I- I - - - - - - - - - - - - - - - - - - - -
tS G I
BARS F BARS E B N
do
*3" DIAMETER BARS E
WEEP HOLE BARS B
FRONT ELEVATION BARS F $" $" $"
- - - - - - (GUTTER REMOVED)
11/e" 3' - 0"
8 �A 8 5X1/q" BENT PLATE \ SECTION B-B
cq
" R
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. I/a L2%2"X21/2"XI/4"
TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. GALVANIZED
TYPE A TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C-C.
CONNECTORS AND IS TO BE ANCHORED WITH I/Z" X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2'C-C.
2"
APPR. PAVEMENT
DI-3B L DI-3C L WARPED PAVEMENT
LAI
R�
= FLOW
FLOW I FLOW
1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE IN SAGS WITHOUT GUTTER
BOTH SIDES TO BE SYMMETRICAL
XV DOT STANDARD CURB DROP INLET SPECIFICATION
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233
104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302
SHIM
ENGINEERING
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
SHIMP a
Lic. .41183
CS�
IONAL
MAJOR SITE PLAN AMENDMENT
MALLOY FORD
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2020.04.20
REVISION:
2020.06.22
FILE NO.
19.057
SITE DETAILS & PROFILES
C9