HomeMy WebLinkAboutSDP201800040 Plat - Revision Major Amendment, Final Site Plan 2018-12-21LEGEND
EXIST
NEW
DESCRIPTION
16� TC
x 2' TC
TOP OF CURB ELEVATION
161
x 12�-
SPOT ELEVATION
IeTw
x 12'TW
TOP OF WALL ELEVATION
1 e m/4
x 12' DW
BOTTOM OF WALL ELEVATION
ow_-
OHE
BENCHMARK
-
Area
STORM SEWER
Buildings
- HD -
ROOF DRAIN
- - - -
s
SEWER LINE
-a S, -
6"W
WATER LINE
am _____
I_FS
GAS LINE
ow_-
OHE
OVERHEAD ELECTRIC WIRE
-UM -----
IJGE
UNDERGROUND ELECTRIC
�.�. ff -
aHT
OVERHEAD TELEPHONE LINE
.Corr -
UGT
UNDERGROUND TELEPHONE LINE
F
Ej,
OVf-K 5Hf-ET
DRAIN INLET (DI)
3.865 SF
0
STORM/SANITARY MANHOLE
f 5 j /CVI I O N 5
C
PLUG
GRADING EASEMENT
(av
WATER VALVE & BOX
63,612 SF (1.46 ac.)
-i-
FIRE HYDRANT
C3 -
S I T E PLAN �
t ' `�
WATER METER
53
0-M
LIGHT POLE
®
#
UTILITY POLE
MAJOR 51TE FLAN AMENDMENT TO 5DF 201 G- 12 fOK
2300 HUNTEK'5 WAY
TAX MAF 07600-00-00-049AO
5COTT5VILLf DISTRICT, ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP nnn*
IMAGE PROVIDED BY GOGGLE MAPS
VIRGINIA DEPARTMENT OF TRANSPORATION
OWNER I DEVELOPER
Owner/Developer: Heartrock Farm, LLC.
2521 Summit Ridge Trail
Charlottesville, VA 22911
ZONING
HC - Highway Commercial
EC - Entrance Corridor
LEGAL REFERENCE
TMP 07800-00-00-049AO - DB 4611 PG 429
- DB 688 PG 636 (Plat)
BENCHMARK
Benchmark is an existing storm sewer manhole along
Hunters Way at the site entrance.
Elev. = 389.01 See sheet C2.
SOURCE OF
BOUNDARY & TOPO
Boundary & Topographic survey information provided by:
Roger W. Ray & Associates, LLC.
1717 Allied St.
Charlottesville, VA 22903
(434) 293-3195
Original Survey Completed June 29, 2015. Updated with
as -built information February 13, 2018.
A title report was not provided. All easements and
encumbrances may not be shown on this plan.
SETBACKS
-Front Building: 30' (DB 688 PG 636)
-Rear & Side Building: Buildings separated per building code.
-The Required minimum setback for bath building and
parkinging is 10' and there is no maximum setback.
-No minimum setback because parcel fronts Rte 250, a
principal arterial highway.
EXISTING USE
2 Existing Commercial Buildings -Total 4,304 sf.
With Associated Off Street Parking
Vehicle Repair Shop- 3,300 SF
PROPOSED BUILDING
HEIGHT
Maximum Permitted: 65'
Retail Building Height : 30'
Coffee Shop Building Height: 30'
PROPOSED USE
Ex. Vehicle Repair Shop: 3,300 SF iwith
Additional Off Street Parking
New Drive-Thru Coffee Shop: 520 SF
No Public Restrooms in building.
Drive-thru has single lane, window faces away
from Public Streets.
New 2 -Story Retail Building (Hardware):
5200 SF (4200 SF Sales Area)
with Additional Off Street Parking
SIGNS
All signs shall conform with the MUTCD Guidelines.
Drive-thru Order Sign faces away from Public Streets.
LIGHTING
Proposed outdoor lighting locations are shown on Sheet C6.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN
MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS
OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO 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 (HORIZONTAL: VERTI CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT 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 OTHERWISE 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 CONTRUCTION
INDUSTRY (29 CFR PART 1926).
10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE
RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS
AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
FLOOD ZONE
According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005
(Community Panel 51003CO295D), this property does not lie within the Zone AE
100 -year flood plain.
PARKING SCHEDULE
Automobile Service Station: 1 Space Per Employee
+ 2 Spaces Per Service Stall
1x4 Employees + 2 x 6 Bays = 16 Spaces Required
Retail Building: 1 Space per 200 SF of Retail Floor Area (80% of Gross)
5,200 SF x .80 = 4200 SF / 200 = 21 Spaces Required
Drive-Thru Coffee Shop: 1 Space Per 200 SF of Sales Area
540 SF / 200 = 3 Spaces Required
Total Number of Spaces Required: 39 Spaces
Total Number of Spaces Provided: 46 Spaces (includes 2 handicap van accessible spaces)
WATER & SANITARY SERVICES
Water Service will be provided by existing well. Sanitary Service will be provided by
an new private septic system on site which will connect to an existing drainfield.
See Sheet C4 for location and usage calculations.
ELECTRIC 1 TELEPHONE I CABLE TV
If feasible, all new service lines for electricity, telephone and cable TV are to be installed
underground. Care is to be taken to assure their location does not conflict with any other
aspects of the proposed site plan amendment,
MECHANICAL EQUIPMENT NOTE
Visibility of all mechanical equipment from the Entrance
Corridor shall be eliminated.
CRITICAL SLOPES
There are 14,485 SF of critical slopes within this property. See sheet C2.
Critical Slopes disturbance is not proposed with this plan.
WATERSHED
This site is located within the Middle Rivanna River Watershed.
This site is not located within a water supply protection area.
LAND USE SCHEDULE
EXISTING
Area
PROPERTY LINE
Buildings
6,250 SF
9.84%
- - - -
ADJACENT PROPERTY LINE
25.0%
Sidewalk
3.252 SF
5.11%
VACATED PROPERTY LINE
25,410 SF
39.95%
Open space
38.202 SF
BUILDING SETBACK
SHEET I
63,612 SF (1.46 ac.)
PROPOSED
PARKING SETBACK
%
Buildings
6,420 SF
10.1%
Pavement
C I -
OVf-K 5Hf-ET
Sidewalk
3.865 SF
SANITARY EASEMENT
✓ '
f 5 j /CVI I O N 5
50.9%
Open space
GRADING EASEMENT
49.1%
Total=
63,612 SF (1.46 ac.)
DRAINAGE EASEMENT
C3 -
S I T E PLAN �
t ' `�
-�-
53
UTILITY EASEMENT
C4 -
N
UTILITY * G I A D I N G PLAN
WATER EASEMENT
ACCESS EASEMENT
C5 -
%
�N
LAN D,5L A P I N G PLAN
.
STORM DRAINAGE EASEMENT
CG -
LIGHTING PLAN
TREE LINE
C7 -'
G,
S I T E LJ j� ETA I L5
FENCE
STREAM
12-
INTERVAL CONTOUR
-30-
- oo-
INDEX CONTOUR
CG -2
cc -2
STANDARD 6" CURB
CC, -F
COMBINATION 6" CURB & GUTTER
SIGNATURE BLOCK
DATE
CONCRETE PAVEMENT f SIDEWALK
- .�
RIPRAP
ASPHALT
0
GRASS
CURRENT DEVELOPMENT PLANNER
EC -2 MATTING
EC -3 MATTING
CURRENT DEVELOPMENT ENGINEER
", stlwg °p
WETLAND
10
10
PARKING COUNT
ALBEMARLE COUNTY SERVICE AUTHORITY
OEM-
CROSSWALK
HANDICAP ACCESSIBLE AISLE
//F -N
CG -12
FIRE OFFICIAL
HANDICAP PARKING
ARCHITECTURAL REVIEW BOARD
NOTE:
1. THE SIZE OF THE SYMBOLS
MAY VARY FROM WHAT IS SHOWN.
BUILDING OFFICIAL
VIRGINIA DEPARTMENT OF TRANSPORATION
OWNER I DEVELOPER
Owner/Developer: Heartrock Farm, LLC.
2521 Summit Ridge Trail
Charlottesville, VA 22911
ZONING
HC - Highway Commercial
EC - Entrance Corridor
LEGAL REFERENCE
TMP 07800-00-00-049AO - DB 4611 PG 429
- DB 688 PG 636 (Plat)
BENCHMARK
Benchmark is an existing storm sewer manhole along
Hunters Way at the site entrance.
Elev. = 389.01 See sheet C2.
SOURCE OF
BOUNDARY & TOPO
Boundary & Topographic survey information provided by:
Roger W. Ray & Associates, LLC.
1717 Allied St.
Charlottesville, VA 22903
(434) 293-3195
Original Survey Completed June 29, 2015. Updated with
as -built information February 13, 2018.
A title report was not provided. All easements and
encumbrances may not be shown on this plan.
SETBACKS
-Front Building: 30' (DB 688 PG 636)
-Rear & Side Building: Buildings separated per building code.
-The Required minimum setback for bath building and
parkinging is 10' and there is no maximum setback.
-No minimum setback because parcel fronts Rte 250, a
principal arterial highway.
EXISTING USE
2 Existing Commercial Buildings -Total 4,304 sf.
With Associated Off Street Parking
Vehicle Repair Shop- 3,300 SF
PROPOSED BUILDING
HEIGHT
Maximum Permitted: 65'
Retail Building Height : 30'
Coffee Shop Building Height: 30'
PROPOSED USE
Ex. Vehicle Repair Shop: 3,300 SF iwith
Additional Off Street Parking
New Drive-Thru Coffee Shop: 520 SF
No Public Restrooms in building.
Drive-thru has single lane, window faces away
from Public Streets.
New 2 -Story Retail Building (Hardware):
5200 SF (4200 SF Sales Area)
with Additional Off Street Parking
SIGNS
All signs shall conform with the MUTCD Guidelines.
Drive-thru Order Sign faces away from Public Streets.
LIGHTING
Proposed outdoor lighting locations are shown on Sheet C6.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN
MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS
OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO 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 (HORIZONTAL: VERTI CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF
3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT 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 OTHERWISE 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 CONTRUCTION
INDUSTRY (29 CFR PART 1926).
10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE
RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS
AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
FLOOD ZONE
According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005
(Community Panel 51003CO295D), this property does not lie within the Zone AE
100 -year flood plain.
PARKING SCHEDULE
Automobile Service Station: 1 Space Per Employee
+ 2 Spaces Per Service Stall
1x4 Employees + 2 x 6 Bays = 16 Spaces Required
Retail Building: 1 Space per 200 SF of Retail Floor Area (80% of Gross)
5,200 SF x .80 = 4200 SF / 200 = 21 Spaces Required
Drive-Thru Coffee Shop: 1 Space Per 200 SF of Sales Area
540 SF / 200 = 3 Spaces Required
Total Number of Spaces Required: 39 Spaces
Total Number of Spaces Provided: 46 Spaces (includes 2 handicap van accessible spaces)
WATER & SANITARY SERVICES
Water Service will be provided by existing well. Sanitary Service will be provided by
an new private septic system on site which will connect to an existing drainfield.
See Sheet C4 for location and usage calculations.
ELECTRIC 1 TELEPHONE I CABLE TV
If feasible, all new service lines for electricity, telephone and cable TV are to be installed
underground. Care is to be taken to assure their location does not conflict with any other
aspects of the proposed site plan amendment,
MECHANICAL EQUIPMENT NOTE
Visibility of all mechanical equipment from the Entrance
Corridor shall be eliminated.
CRITICAL SLOPES
There are 14,485 SF of critical slopes within this property. See sheet C2.
Critical Slopes disturbance is not proposed with this plan.
WATERSHED
This site is located within the Middle Rivanna River Watershed.
This site is not located within a water supply protection area.
LAND USE SCHEDULE
EXISTING
Area
%
Buildings
6,250 SF
9.84%
Pavement
15,908 SF
25.0%
Sidewalk
3.252 SF
5.11%
Impervious area
25,410 SF
39.95%
Open space
38.202 SF
60.05%
Total=
63,612 SF (1.46 ac.)
PROPOSED
Area
%
Buildings
6,420 SF
10.1%
Pavement
22,093 SF
34.7%
Sidewalk
3.865 SF
6.1%
Impervious area
32,378 SF
50.9%
Open space
31,234 SF
49.1%
Total=
63,612 SF (1.46 ac.)
TRIP GENERATION
11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS,
AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING, PLACE MATERIAL IN 6" LIFTS.
'12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS
AND BY STANDARD PROCTOR METHOD PER ASTM D 598 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY
;STANDARD PROCTOR METHOD PER ASTM D 598. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT
'TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL
13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF
IDEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL
IMATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL
(MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL
(MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM
D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D
2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE
SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
15. CUT AND PATCH WORK IN EXISIIING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
STANDARDS AND SPECIFICATIONS.
16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE
REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND
CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE
SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE
TESTING AND SUBSEQUENT AC11ON CAN BE TAKEN.
NLTIJ lot-,
(qr'4
JUSTIACHIMP
ick. 45183
AM
PM
Use Description
ITE Qty
Daily
In
Out
In
Out
Auto Repair
942 6 bays
80
9
5
5
9
Hardware Store
816 5,200 SF
39
10
10
7
7
Drive-Thru Coffee
935 520SF
239
34
34
35
35
Total
358
53
49 1
47
1 51
11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS,
AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING, PLACE MATERIAL IN 6" LIFTS.
'12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS
AND BY STANDARD PROCTOR METHOD PER ASTM D 598 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY
;STANDARD PROCTOR METHOD PER ASTM D 598. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT
'TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL
13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF
IDEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL
IMATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS. COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL
(MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL
(MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM
D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D
2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE
SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
15. CUT AND PATCH WORK IN EXISIIING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
STANDARDS AND SPECIFICATIONS.
16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE
REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND
CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE
SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE
TESTING AND SUBSEQUENT AC11ON CAN BE TAKEN.
NLTIJ lot-,
(qr'4
JUSTIACHIMP
ick. 45183
37p
356.06
Box
JifJif"
aivao INV OUT=
366.17
T. M. 78-49B
LOT 2B
IRISH CAVILIERS PROPERTIES, LLC
USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER
CURRENT ZONING -HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR
D.B. 44B2-425
D.B. 1235-5 PLAT
�t s
• f4F
.07 a
LEGEND
i 0 20 't •0
■ ■ ■ ■ ■
■ ■ ■ ■ ■
Scale:f
_e NLTH
t
v JUSTI3&iHIMP
X1$3 45183
i
^y
pv�w�wa1VAL E��
1, `t
1
`t
1
�] C
C-) Cf)
l
® :uW
mr.`
0
Q C
1
o
lv
Im
CD
w
D jF'0
o 21
ul
` Lo
i
f
<<
„�._��
g d
= B9'59'50
R =40.00 '
I amp
L =62.83'
°
T =40.00° %
/
C=56.57'l
°57 '
CB=S51
44
W W
INV
1t1-
3WA
PAVF0
z wif
17
m� �8
f
356.06
Box
JifJif"
aivao INV OUT=
366.17
T. M. 78-49B
LOT 2B
IRISH CAVILIERS PROPERTIES, LLC
USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER
CURRENT ZONING -HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR
D.B. 44B2-425
D.B. 1235-5 PLAT
�t s
• f4F
.07 a
LEGEND
i 0 20 't •0
■ ■ ■ ■ ■
■ ■ ■ ■ ■
Scale:f
_e NLTH
t
v JUSTI3&iHIMP
X1$3 45183
i
^y
pv�w�wa1VAL E��
NTOP
619N
FAVED
T. M. 76-49B
LOT 28
IRISH CAVILIERS PROPERTIES, LLC
USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER
CURRENT ZONING -HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR
D.B. 4482-425
D.B. 1235-5 PLAT
GRASS
�M
, LITY
UTILITY 90x
8ax
EX. WMAKE
1' 370.38
370.96 INVOUT=
366.17
YRF
LEGEND
DESCRIPTION
16 SPACES RESERVED FOR
VEHICLES AWAITING REPAIR
EX. ASPHALT PAVEMENT
TO REMAIN
NEW ASPHALT PAVEMENT
NL T
op
1-1
0
iusTE,CHIMP
,LiclWr. 45183
PAYED
370,
Ai"
x
x
x X —X X TEL
PED
........ 'XI
X
4
z
t
Z,
-- - - - - - - - - -
Q:
All
X0,
I w
fir`
BW —%ToRT58 2 ...
... 22..
----- - Ex, private Gj
NEVf S
01�! FACILITY .
CH
/P
W
1 EAKM IIN
...........
52 —THRU
N\O PUBLIC RK.STROOMS T
0 SF D6E
15/6 U ......
FFE=384.,�5
MH
.............. ................. TOP=
.......... ....46 N
38901
INV OU
....... 385.59
...........
80
.........
55 ........
AR "X
t."'WIFER SERV. 'E%%,
OFU
W.,
Z
Hu qiu
CONC WSW
U hme� I
0
qx
W
�=w -mmm�-w 7::-
1—f — W —= 9' >Z
X
X,
'P N
>
Xz
IP -
"X, 'K
'v -,�"'Lx,
sz
jx
X, . . . . . . . . . . . .
"lZ "X
1--iNy CUT—
j,
C D1,10ik
MV
CONC DITCH
j- Water Usage Calculation
DI -3B
0
0mc Me
'Zi RT 371.07
Wateir Usage Activity
Units
Number of Units
Flow Per unit
Total Water Usage (gpd)
Vehicles Served
Vehical
24
8
..........
. .......
Emplovee
3
13
39
Retail Store Customers
Parking Space
13
2
26
Retail Store Personnel
Employ e
8
13
104
Drive-Thru Coffee Shop
Estimate
From Franchise Records)
170
Total Estimated Daily Water Usage:
531
........ 'XI
X
4
z
t
Z,
-- - - - - - - - - -
Q:
All
X0,
I w
fir`
BW —%ToRT58 2 ...
... 22..
----- - Ex, private Gj
NEVf S
01�! FACILITY .
CH
/P
W
1 EAKM IIN
...........
52 —THRU
N\O PUBLIC RK.STROOMS T
0 SF D6E
15/6 U ......
FFE=384.,�5
MH
.............. ................. TOP=
.......... ....46 N
38901
INV OU
....... 385.59
...........
80
.........
55 ........
AR "X
t."'WIFER SERV. 'E%%,
OFU
W.,
Z
Hu qiu
CONC WSW
U hme� I
0
qx
W
�=w -mmm�-w 7::-
1—f — W —= 9' >Z
X
X,
'P N
>
Xz
IP -
"X, 'K
'v -,�"'Lx,
sz
jx
X, . . . . . . . . . . . .
"lZ "X
1--iNy CUT—
j,
C D1,10ik
MV
CONC DITCH
j- Water Usage Calculation
DI -3B
0
0mc Me
'Zi RT 371.07
Wateir Usage Activity
Units
Number of Units
Flow Per unit
Total Water Usage (gpd)
Vehicles Served
Vehical
24
8
192
Repair Shop Personnel
Emplovee
3
13
39
Retail Store Customers
Parking Space
13
2
26
Retail Store Personnel
Employ e
8
13
104
Drive-Thru Coffee Shop
Estimate
From Franchise Records)
170
Total Estimated Daily Water Usage:
531
N,
37.38
370.96
INV GUGT=
366.17
NOTE: WATER CONSUMPTION HAS BEEN ESTIMATED AT 50.4 GPD.
THIS RATE DOES NOT WARRANT A SUP PER SEC. 18-24.2.2(13).
IMIT-
E
20 0 20 40 60
I s 9 9 9 2- ---
0 m 5 m m m
Scale: 1 "=20'
fti
JUST HIMP
ic. .45183
S101VAL
— 370 —_
F -v
�r� {y [�� ! t } 1 .1�� a •,•,,•,•,•,<"",•,•°°°°,, �,'. / (, �` < ... , . , . , . , ..
LTH
p� l i fi` I gy - p'�
1
L J � ^/ i" '__ - ,+.j }� V
P
O D ` , . ° .•... < ,. , ° 3 �' C v,�Fr'wmy..� , , " ° , • 1 S J' // / ��' L'
1 I i, f O
( r}"y ' — — fAr U JUST HIMP
Y,
lc .45183
aj Frl - 1 i I 1 .. .... . ......y
�1 I I j / wQ;�
•Ya � I { i 1 7 '� � � {/ < .. , .. ° .. S.r . � tj tl � ` F..�..sn�'^,��: sem" . , . , . , ° .. .. j . � � � ''" - � i � yfi� ,C:'"T ,��
Q i { ¢ , , , , .. , ,1 , , . , < . , , < <,.Y A .i�°f'g$ d { ,� ,+.�; ,, ,A..<„,, ..-. y,...,^.....<
333 { j$ !' i E `` k +t +r$ A
i ti k � ' ; f � � \ 9+'� .•. ” , > , , , " , � f � 3. --1 Y :d a` � > . .�'•�,�. ,
co
,y."„.s.'"'•"'!" � tl 4 � i � � ail � .. , ....... , i ........ . . ...... ''R „$, ` �,d µms` ' � �,1.'���j.< ,. , < . ,... < , , > ,.°. < . _ . , ... � � ~~~_ I �� � l: q
b.°. - y✓f, pip \ ��\) ,yp 'Y
<n �.'. �..r>;4, .'14
otic, rjJ j .:-- £ "U _"--
SEE PLAN5 FOR EXACT LAYOUT. SPACE
PLANTS A5 SPECIFIED IN PLANT LIST
OR A5 SHOWN. ADJUST SPACING A5
NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHITECT.
MULCH 2" DEEP
IMMEDIATELY AFTER
PLANTING AND WATER
THOROUGHLY,
PLANTING PIT.
PREPARED 501L FOR 5HRUB5
SOIL 5URFACE
ROUGHENED
TO BIND NEW SOIL
5ET 51-iRU13 PLUMB. TOP OF
FOOTBALL SHALL NOT BE N40RE
THAN I ” ABOVE FINISHED GRADE
REMOVE BURLAP FROM
TOP 1/3 OF ROOTBALL
3" TALL WATEKING
BERM
1 SHRUB PLANTING DET_AIL
C5 Not To Scale
FINISHED GRADE
rLAINJ t' UK L A A U I
LAYOUT AND SPACING.
SEE SPECS.
1-112" SQ. OAK STAKES
SET 180 DEGREES
APART
FINISHED GRADE
APPLY 2" OF MULCH AFTER
PLANTING AND WATER
THOROUGHLY
4" COMPACTED EARTH
WA TERING BERM
EXISTING GRADE
PLANTING PIT. SEE SPECS
FOR EXACT REQUIREMENTS,
PLANTING SOIL, AND —
PLANTING SOIL AMENDMENTS,
REMOVE BURLAP &
STRING FROM TOP 1/3
OF ROOT BALL
UNDISTURBED SOIL
2 TREE PLANTING DETAIL
C5 Aot To Scale
f -f .0
Scale: 1 "=:20'
LANDSCAPI
-
LANDSCAPING NOTES:
TREE COVER REQUIREMENT (SEC 32.7.9,8):
10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE.
63,612 X .10 = 6,361 SF REQUIRED
PROVIDED: 111,134 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW)
STREETSCAPE REQUIREMENT (SEC 32.7.9.5):
1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR:
191 LF/35 =: 6 TREES REQUIRED
1 LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR:
479 LF/40 = 12 TREES REQUIRED
SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD.
PROVIDED: 18 NEW 2.5" CAL. TREES PROVIDED
SIO NEW SHRUBS PROVIDED
PARKING LOT LANDSCAPING — (SEC 32.7.9.6):
1 LARGE SHADE TREE PER 10 PARKING SPACES. 46 SPACES/10 = 5 TREES REQUIRED
5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS.
20,592 SF X .05 = 1030 SF REQUIRED
PROVIDED: 5 TREES PROVIDED
11705 SF INTERNAL LANDSCAPED AREAS PROVIDED
NOTES:
1. Contractor to apply mulch bedding around all proposed trees and shrubs.
All other landscaped ureas 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.
LANDSCAPE SCHEDULE
Plant
Symbol
Planting Type
Botanical Name
f
Min.
Cal ,Height
Quantity
1
Total
Canopy
SF
o
A
SEE PLAN5 FOR EXACT LAYOUT. SPACE
PLANTS A5 SPECIFIED IN PLANT LIST
OR A5 SHOWN. ADJUST SPACING A5
NECESSARY OR AS DIRECTED BY
LANDSCAPE ARCHITECT.
MULCH 2" DEEP
IMMEDIATELY AFTER
PLANTING AND WATER
THOROUGHLY,
PLANTING PIT.
PREPARED 501L FOR 5HRUB5
SOIL 5URFACE
ROUGHENED
TO BIND NEW SOIL
5ET 51-iRU13 PLUMB. TOP OF
FOOTBALL SHALL NOT BE N40RE
THAN I ” ABOVE FINISHED GRADE
REMOVE BURLAP FROM
TOP 1/3 OF ROOTBALL
3" TALL WATEKING
BERM
1 SHRUB PLANTING DET_AIL
C5 Not To Scale
FINISHED GRADE
rLAINJ t' UK L A A U I
LAYOUT AND SPACING.
SEE SPECS.
1-112" SQ. OAK STAKES
SET 180 DEGREES
APART
FINISHED GRADE
APPLY 2" OF MULCH AFTER
PLANTING AND WATER
THOROUGHLY
4" COMPACTED EARTH
WA TERING BERM
EXISTING GRADE
PLANTING PIT. SEE SPECS
FOR EXACT REQUIREMENTS,
PLANTING SOIL, AND —
PLANTING SOIL AMENDMENTS,
REMOVE BURLAP &
STRING FROM TOP 1/3
OF ROOT BALL
UNDISTURBED SOIL
2 TREE PLANTING DETAIL
C5 Aot To Scale
f -f .0
Scale: 1 "=:20'
LANDSCAPI
-
LANDSCAPING NOTES:
TREE COVER REQUIREMENT (SEC 32.7.9,8):
10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE.
63,612 X .10 = 6,361 SF REQUIRED
PROVIDED: 111,134 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW)
STREETSCAPE REQUIREMENT (SEC 32.7.9.5):
1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORRIDOR:
191 LF/35 =: 6 TREES REQUIRED
1 LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR:
479 LF/40 = 12 TREES REQUIRED
SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD.
PROVIDED: 18 NEW 2.5" CAL. TREES PROVIDED
SIO NEW SHRUBS PROVIDED
PARKING LOT LANDSCAPING — (SEC 32.7.9.6):
1 LARGE SHADE TREE PER 10 PARKING SPACES. 46 SPACES/10 = 5 TREES REQUIRED
5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS.
20,592 SF X .05 = 1030 SF REQUIRED
PROVIDED: 5 TREES PROVIDED
11705 SF INTERNAL LANDSCAPED AREAS PROVIDED
NOTES:
1. Contractor to apply mulch bedding around all proposed trees and shrubs.
All other landscaped ureas 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.
LANDSCAPE SCHEDULE
Plant
Symbol
Planting Type
Botanical Name
Common Name
Min.
Cal ,Height
Quantity
Canopy
Total
Canopy
SF
o
A
Large Shade Tree
Quercus palustris
Pin Oak
2.5" Cal.
2
471
942
A
Large Shade Tree
Acer rubrum
Red Maple
2.5" Cal.
2
510
1020
+
A
Large Shade Tree
Nyssa sylvatica
Blackgum
2.5" Cal,
2
181
382
B
Large Shade Tree
Quercus palustris
Pin Oak
2.5" Cal.
4
419
1676
Large Shade Tree
Acer rubrum
Red Maple
2.5" Cal.
3
452
1356
Large Shiade Tree
Nyssa sylvatica
Blackgum
2.5" Cal.
4
151
604
Large Shiode Tree
Quercus phellos
Willow Oak
2.5" Cal.
6
419
2514
-{-
Ornamer-ital Tree
Cercis conadensis
Eastern Redbud
6-7' Ht.
6
124
744
Evergreen Screening
Shirub
Ilex glabra
Nigra Inkberry
Holly
2' Ht.
17
23
391
Evergreen Screening
Shirub
Viburnum progense
Prague Viburnum
2' Ht.
18
44
792
Evergreen Screening
Shrub
Ilex cornuta
"Burfordii Nana"
Dwarf Burford
Holly
2' Ht.
23
14
322
Evergreen Screening
Rhododendron
Rhododendron
Ht.
23
13
299
Shrub
PJM Elite
PJM Elite"2'
Evergreen Screening
Shrub
Abelia grandifloro
"Compacto"
Compact Glossy
Abelia
2' Ht
8
14
112
NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY
11134
395
390
385
380
375
370
365
36
355
1 NEIN STORM SEWER PROFILE
C7 SCALE: 1HORIZ 1"=30' VERT 1"=10'
Prop. Grade
Ex. Grade
50 -YR WSE 370.28.
V 10 -YR WSE 370.24
1 -YR WSE 369.92
V Invert 367.00
IT7 Gravel Bedding
-
2�NEW DETENTION DETAILS.
C7 j -SCALE: 1"=5' ----
395
390
385
380
375
370
365
360
IN'
I P -
60 Hu
DETENTI(
PIF
EL. =370.00
INV=367.00—
DC'Ik1I;-r)Pr
�u
STEEL PLATE
5'
RIFICE
W. TRASH RACK
CO -12
#5 DOWELS. 81, LONG A PERMISSIBLE
AT 12" C -C-\ --K1 CONSTRUCTION
5' MIN, JOINT
E: 12�1 MAX
B[ 2':
RAMP
_
(SEE TABLE) \"—TRUNCAITED DOMES
A SEE SHEET I OF 4 FOR DETAILS
11 V)
(on
51 -VI MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 �MAX.20 ; I n n
F?4�CROSSWALK
-2"MIN. SECTION A -A TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
/-PERMISSIBLIE
CONSTRUCTION
JOINT
SECTION B-8
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE.
SEE SHEET 1 OF 4.
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE MINIMUM RAMP LENGTH
IN PERCENT IN F EET
4" CURB 6" CURB
0
+ 5
1
5 7
2
5 a
3
6 9
4
8 12
5
1O 15
s
14 15
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
4000 PSI IF PRECAST.
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
TYPE A
3, SLOPING SIDES OF CURB RAW MAY BE POURED MONOLITHICALLY WITH RAMP
PERPENDICULAR
FLOOR OR BY USING PERIAMBLE CONSTRUCTION JOINT WITH REQUIRED BARS,
4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
THAT ADJOINING FLARED SIDES CAN 13E CAST IN PLACE AFTER PLACEMENT OF
(15" DEPTH) OR INCREASED V MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTO OF CURB COINCIDE
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED TCENTER TO CENTER ALONG
BOTH SUES OF T% RAMP FLOOR, MID -DEPTH OF RAW FLOOR. MINIMUM
CONCRETE COVER IVJ'.
OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN, NO ADJUSTMENT
1Z'1 MND-
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
IN THE PRICE W IS TO BE MADE FOR A DECREASE OR AN
ARE INCLUDED IN PAYMENT FOR CURB I CURB AND GUTTER.
TYPE B
7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
PARALLEL
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
5, CG -2 IS TO BE USED ON ROADWAYS I0EETING THE
REQUIRNENTS FOR CG -6
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
APPENDIX A OF THE VD0441% VANUAL.
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 19 EXISTING.MUD,
04R NONEASTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN OR 6
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE
HYDRANTS. DROP FILETS. ETC: ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED STABLE FIRM AND 31-P RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELLMENTsbF A FACILITY THAT CAN BE APPROACHED. ENTERED
124
AND USED BY PEDESTRIANS.
X
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
THE CURB OPENING IS PLACED WITHIN THE LMTS OF THE CROSSWALK AND
2! VA
AT 7, .2" HIGHER THAN
THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PATRPENDICULAR TO THE CURB_
A-
EDGE OF PAVEMENT
AT *)K ,SAE AS TOP OF MM
....... .....
HIM
I
AOC0
0 OD�VC
IC E Ut REQ11 I TED VY TRUCK
T F�IC%RA;W TO r ARD CG- CO DERCIAL NTRANCE (HEAVY
r Al CO
"M
TRW FOR CRETE DEPTH.
C) C�
m
10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
WE
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHAM USE PATH
4"
1116" - 2.4°
TRUNCATED DOME
C -C 0 0
0 0 0 0 0 0000 00 Q
0 a 0 0 0.0 0 0 000 0 0 CIR
0 0 0 0 0 0 0 0 0 000000
0 0 0 0 0 G 0 0 0 0 00 0 0 0
SUBBASE
4" 2, RADIUS
0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 z
0.2"
50X 65% OF BASE DIAMETER
(1 0 (1 0 11 0 0 " 0 0' 0 0 'D 0 01
0 0 0 0 0 0 0 0 000000 0
7
VARIABLE
4' MINN
BASE DIAAETER
'.4
151, - SURFACE
M1
PAY LIMITS 111
TRUNCATED DOME
MAX
DETECTABLE WARNING
DETAIL
DETAIL
SHEET I Or 4
CG -12 DETECTABLE
1 NEIN STORM SEWER PROFILE
C7 SCALE: 1HORIZ 1"=30' VERT 1"=10'
Prop. Grade
Ex. Grade
50 -YR WSE 370.28.
V 10 -YR WSE 370.24
1 -YR WSE 369.92
V Invert 367.00
IT7 Gravel Bedding
-
2�NEW DETENTION DETAILS.
C7 j -SCALE: 1"=5' ----
395
390
385
380
375
370
365
360
IN'
I P -
60 Hu
DETENTI(
PIF
EL. =370.00
INV=367.00—
DC'Ik1I;-r)Pr
�u
STEEL PLATE
5'
RIFICE
W. TRASH RACK
CO -12
#5 DOWELS. 81, LONG A PERMISSIBLE
AT 12" C -C-\ --K1 CONSTRUCTION
5' MIN, JOINT
E: 12�1 MAX
B[ 2':
RAMP
_
(SEE TABLE) \"—TRUNCAITED DOMES
A SEE SHEET I OF 4 FOR DETAILS
11 V)
(on
51 -VI MIN
SHAPE TO MATCH FACE
OF ROADWAY CURB
BACK OF CURB 48 �MAX.20 ; I n n
F?4�CROSSWALK
-2"MIN. SECTION A -A TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK
/-PERMISSIBLIE
CONSTRUCTION
JOINT
SECTION B-8
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE.
SEE SHEET 1 OF 4.
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE MINIMUM RAMP LENGTH
IN PERCENT IN F EET
4" CURB 6" CURB
0
+ 5
1
5 7
2
5 a
3
6 9
4
8 12
5
1O 15
s
14 15
NOTE:
THE REQUIRED LENGTH OF A PARALLEL RAMP
IS LIMITED TO 15 FEET, REGARDLESS OF THE
SLOPE.
SAN
CG-12 DETECTABLE WARNING SURFACE
105
TYPE B (PARALLEL) APPLICATION REV. 7105
502 T VIRGINIA DEPARTMENT OF TRANSPORTATION — F 203.06
6'
4 44'
d A.
0 0 0 0 0 �j 0 0 u 0 0 �j 0 �j C
0 0 0 0 0 0 0 0
0-0-0-0-0-0-0-0-C
4" 3,000 PSI CONCRETE
4" VDOT #21A BASESTONE
COMPACTED SUBGRADE
3VYPICAL SIDEWALK SECTION
C7 Nat To Scale
1.5" OF SM -9.5A SUPERPAVE
2.5" — ASPHALT CONCRETE BASE
COARSE TYPE BM -25.0
GQn
000000000000000-
n n q n q q n n 6" — VDOT #21A BASESTONE
COMPACTED SUBGRADE
MIN. CBR=10.0
TO BE FIELD VERIFIED
TYPICAL ASPHALT PAVEMENT SECTION
Not To Scale
6" — 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
........................
MIN. WIRE REINFORCING OR
...... ..... ........ ...........
..........
RS AT 12" O.C.
�GnanQ0 0 0 00000000000
C" C) r� C"
4' COMPACTED VDOT #21A
Iii iii i L"%' , COMPACTED SUBGRADE
5Dumpster Pad Detail
C7 NatToScale
TP,FAFED WOOD GATES
FINISH TO MATCH BLDCS
B m C r.
GENERAL NOTES:
1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
NOTES:
Z DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
4000 PSI IF PRECAST.
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
TYPE A
3, SLOPING SIDES OF CURB RAW MAY BE POURED MONOLITHICALLY WITH RAMP
PERPENDICULAR
FLOOR OR BY USING PERIAMBLE CONSTRUCTION JOINT WITH REQUIRED BARS,
4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
THAT ADJOINING FLARED SIDES CAN 13E CAST IN PLACE AFTER PLACEMENT OF
(15" DEPTH) OR INCREASED V MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTO OF CURB COINCIDE
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED TCENTER TO CENTER ALONG
BOTH SUES OF T% RAMP FLOOR, MID -DEPTH OF RAW FLOOR. MINIMUM
CONCRETE COVER IVJ'.
OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN, NO ADJUSTMENT
1Z'1 MND-
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
IN THE PRICE W IS TO BE MADE FOR A DECREASE OR AN
ARE INCLUDED IN PAYMENT FOR CURB I CURB AND GUTTER.
TYPE B
7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
PARALLEL
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
5, CG -2 IS TO BE USED ON ROADWAYS I0EETING THE
REQUIRNENTS FOR CG -6
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
APPENDIX A OF THE VD0441% VANUAL.
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 19 EXISTING.MUD,
04R NONEASTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN OR 6
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE
HYDRANTS. DROP FILETS. ETC: ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED STABLE FIRM AND 31-P RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELLMENTsbF A FACILITY THAT CAN BE APPROACHED. ENTERED
124
AND USED BY PEDESTRIANS.
X
B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
THE CURB OPENING IS PLACED WITHIN THE LMTS OF THE CROSSWALK AND
2! VA
AT 7, .2" HIGHER THAN
THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PATRPENDICULAR TO THE CURB_
A-
EDGE OF PAVEMENT
AT *)K ,SAE AS TOP OF MM
9- 15 4' K
CONCRETE SID ALK K- #jHEjTHE kNTRVI. RADICAN T
TYPE C
AOC0
0 OD�VC
IC E Ut REQ11 I TED VY TRUCK
T F�IC%RA;W TO r ARD CG- CO DERCIAL NTRANCE (HEAVY
r Al CO
PARALLEL & PERPENDICULAR
TRW FOR CRETE DEPTH.
C) C�
10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
WE
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHAM USE PATH
4"
1116" - 2.4°
TRUNCATED DOME
C -C 0 0
0 0 0 0 0 0000 00 Q
0 a 0 0 0.0 0 0 000 0 0 CIR
0 0 0 0 0 0 0 0 0 000000
0 0 0 0 0 G 0 0 0 0 00 0 0 0
SUBBASE
4" 2, RADIUS
0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 z
0.2"
50X 65% OF BASE DIAMETER
(1 0 (1 0 11 0 0 " 0 0' 0 0 'D 0 01
0 0 0 0 0 0 0 0 000000 0
7
VARIABLE
4' MINN
BASE DIAAETER
'.4
151, - SURFACE
M1
PAY LIMITS 111
TRUNCATED DOME
MAX
DETECTABLE WARNING
DETAIL
DETAIL
SHEET I Or 4
CG -12 DETECTABLE
WARNING
SURFACE
GENERAL
NOTES
11052
REV 7/05
I
M
50
203,075 VIRGINIA DEPARTMENT OF TRANSPORTATION
Sheet
ACCEPTABLE ALTERNATIVE
6'
4 44'
d A.
0 0 0 0 0 �j 0 0 u 0 0 �j 0 �j C
0 0 0 0 0 0 0 0
0-0-0-0-0-0-0-0-C
4" 3,000 PSI CONCRETE
4" VDOT #21A BASESTONE
COMPACTED SUBGRADE
3VYPICAL SIDEWALK SECTION
C7 Nat To Scale
1.5" OF SM -9.5A SUPERPAVE
2.5" — ASPHALT CONCRETE BASE
COARSE TYPE BM -25.0
GQn
000000000000000-
n n q n q q n n 6" — VDOT #21A BASESTONE
COMPACTED SUBGRADE
MIN. CBR=10.0
TO BE FIELD VERIFIED
TYPICAL ASPHALT PAVEMENT SECTION
Not To Scale
6" — 3,000 PSI CONCRETE
AT 28 DAYS OR STRONGER.
........................
MIN. WIRE REINFORCING OR
...... ..... ........ ...........
..........
RS AT 12" O.C.
�GnanQ0 0 0 00000000000
C" C) r� C"
4' COMPACTED VDOT #21A
Iii iii i L"%' , COMPACTED SUBGRADE
5Dumpster Pad Detail
C7 NatToScale
TP,FAFED WOOD GATES
FINISH TO MATCH BLDCS
B m C r.
56
NOTES:
I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
4000 PSI IF PRECAST.
III
3, CrEa HAVGUFEET. OR LESS (ALONG
NG A RADIUS PAID
ELEVATION
DUMF5TEFZ ENCLOSUF�,E
Fr—�--�
DUMPSTEK
DUMPSTEP, PAD
SEE DETAIL 3/C7 )
DUVF'5T]fFP, FAD FLAN
DUMPSTER PAD ENCLOSURE DETAIL_
Not To Scale
4x4 .`
COLLIM
NLTH
JUSTIA HIMP
1$lr 45183
I CG -2
NOTES:
I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 F CAST IN PLACE,
4000 PSI IF PRECAST.
3, CrEa HAVGUFEET. OR LESS (ALONG
NG A RADIUS PAID
F E OF CURB) WILL BE PAID FOR As RADIAL CURB.
4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3"
(15" DEPTH) OR INCREASED V MUCH AS 3" (21" DEPTH)
IN ORDER THAT THE BOTTO OF CURB COINCIDE
WILL
WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN, NO ADJUSTMENT
IN THE PRICE W IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
4" 2" R
5, CG -2 IS TO BE USED ON ROADWAYS I0EETING THE
REQUIRNENTS FOR CG -6
APPENDIX A OF THE VD0441% VANUAL.
.'A A --'A
SURFACE
SEE
NOTE 4
WE
SUBBASE
4" 2, RADIUS
Lu
0—
ui
rr
7
'.4
151, - SURFACE
M1
MAX
Lu
.4
BASE
Date
05/21."/2018-.1
Scale
"BASE
12"
—20
Sheet
ACCEPTABLE ALTERNATIVE
C7 OF7
IF CURB IS EXTRUDED
16.003
SPECFCATM
ROVE"
STANDARD
6" CURB
105
502
VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06
NLTH
JUSTIA HIMP
1$lr 45183
•
Lu
0—
ui
rr
Lu
Date
05/21."/2018-.1
Scale
1
—20
Sheet
No.
C7 OF7
File No.
16.003