HomeMy WebLinkAboutARB201700096 Plan - Other (not approved) 2017-12-19i
\ ASSUMED J
30' PRESCRIPTION
ROW EXIST. POWER LINE THOMAS JEFFERSON
MIXTURE OF MC & IG SHRUBS PLANTED BETWEEN I EASEMENT, HIGHWAY (RTE 53)
EXIST. TREES APPROX. 10' APART ASSUMED 15' WIDE ASSUME 30
PRESCRIPTION ROW
PARCEL ID: —
09300-00-00-048AO
EXISTING TREES
N
PROPERTY LINE
— 85' E/P � — -
- TO F�EI E
001,
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-
Mill
VIEW FROM ARROW # I
n
0
8
Y Y v Y Y„ �/IF
(10) IG -
(3) JE (3) IA2
x
50' SETBACK 00 "o , i► J� J (2) AG
N� x
7iVI o - )
(5) IA2
/ 11
/ (11) MC LIMITS OF SOLAR
DEVELOPMENT ENVELOPE
/ x (17) MC PARCEL ID:
i 94-17A+
(3) IA2
PARCEL ID: / 11
93-46B+ x (14) MC
7' HIGH CHAINLINK FENCE
3 c
(8) IG
e, (2) PT
11 x
35' P/L
TO FENCE
15' FENCE TO
PROJECT LIMITS
PROPERTY LINE 11
. (5) IA2
r+ .
GRAPHIC SCALE i (10) IG
40 0 20 40 80 (1 1 ) MC
( IN FEET) 50' SETBACK
1 inch = 40ft.
NO
VIEW FROM ARROW #2
CONSTRUCTION ENTRANCE DETAIL
70' MIN.
A
—III—ice
FILTER 6" MIN. A
EXISTING CLOTH
GROUND SIDE ELEVATION
70' MIN.
WASHRACK
7� /— (OPTIONAL)
I ,
12' MIN.*
VDOT #1 B
COARSE
AGGREGATE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
FILTER CLOTH
REINFORCED
CONCRETE
SERVICE ROAD DETAIL
CL
PARCEL ID: 1—1
09300-00-00-054DO MIXTURE OF MC & IG SHRUBS PLANTED BETWEEN
MIXTURE OF IA2, JE, & AG TREES EXIST. TREES APPROX. 10' APART
PLANTED APPROX. 10' APART — _ — — — _ `195
O
(1) RM x
(3) PT
15' FENCE TO
PROJECT LIMITS
PARCEL ID:
09400-00-00-017AO
&
09400-00-00-017A1
(2) PV -�= (2) TP
(1) RM (1) RO i
x \—(1) RM h(1) RO
(1) TP (2) PT
100.0' SETBACK
(FROM E/P)
a
VIEW PARTIALLY BLOCKED
BY EXIST. BANK
4L
LJ%vy O
�►XV4,LWA
/r
- � a
-0
I l
PARCEL ID: i
na-�nn—nn—nn—np)aRn
(1) RM
W
VIEW BLOCKED BY EXIST. n1n ` (1) RM
BANK ^ l bt4
50' SETBACK (2) PT
GRAPHIC SCALE
40 20o80 �
(1) RO (3) IA2 (IN FEET)
//1 inch = 40ft. U �
(1) RM blo
(3) JE / W
4 / /
(1) RO
k A (3) IA2 /
/ ..
THOMAS JEFFERSON HWY LANDSCAPE BUFFER DETAIL VIEW FROM ARROW #3
1 "=40' PLANT SCHEDULE
TREES CODE BOTANICAL NAME COMMON NAME REMARKS
10' MIN
J I \POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
—12' MIN.*
�OGOUO O
SECTION A— A
6'— 7„
;a a
a ea
a ,
SECTION B—B DRAIN SPACE
12.0' MIN. — 20.0' MAX.
SURFACE I
1
SERVICE ROAD SECTION
NOT TO SCALE
COMPACTED
SUBGRADE
6"-8" VDOT 21—A STONE
IIIIIIIII1 I I1 I I
COMPACTED SUBGRADE
AG
AMELANCHIERX GRANDIFLORA AUTUMN BRILLIANCE'
'AUTUMN BRILLIANCE' 5ERVICEBERRY
4'-5' HT./I .5" CALIPER
.
IA2
ILEX OPACA
AMERICAN HOLLY
5'-G' HT./ 1 .5" CALIPER
JE
JUNIPERU5 VIRGINIANA
EASTERN RED CEDAR
5'-G' HT./ I .5" CALIPER
PT
PINUS TAEDA
LOBLOLLY PINE
7' HT./ I .5" CALIPER
�r
PV
PINU5 VIRGINIANA
VIRGINIA PINE
7' HT./ 1 .5" CALIPER
RM
ACER RUBRUM
RED MAPLE
5'-G' HT./ I .5" CALIPER
0
TP
LIRIODENDRON TULIPIFERA
TULIP POPLAR
5'-G' HT./ I .5" CALIPER
RO
QUERCUS RUBRA
RED OAK
5'-G' HT./ I .5" CALIPER
SHRUBS
CODE
BOTANICAL NAME
COMMON NAME
REMARKS
O
IG
ILEX GLABRA
INKBERRY
I GALLON
MC
MORELLA CERIFERA
SOUTHERN WAX MYRTLE
I GALLON
NOTE:
1. THE PLANTING SCHEDULE
15 PRELIMINARY AND 15 SUBJECT TO CIIANGE WITI-1 COUNTY APPROVAL, BASED ON 501L TYPE,
TOPOGRAPHY, AND
GEOLOGY.
2. ALL SITE PLANTINGS OF
TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE
TOPPING OF TREES 15
PROHIBITED.
SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT
THE OVERALL HEALTH OF THE PLANT.
PERMANENT ENTRANCE DETAIL
CG-n
I
(RADIUS TO BE AS I
q sXSTREET APPROACH SAME SURFACING
C I
GENERAL NOTES
SHOWN ON PLANS)
— — — — — — —
AS MAINLINE ROADWAY (SEE NOTE 33
— — (RADIUS TO BE AS
1. WHEN USED N CONJUNCTION WITH STANDARD CG-3
OR CG-7, THE CURB FACE ON THIS STANDARD IS TO
SHOWN ON PLANS)
BE ADJUSTED TO MATCH TFE MOUNTABLE CURB
CG-2 OR CG-B
CONFIGURATION.
2. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE
----IS°� K
6 SIDEWALK
USED WITH THIS STANDARD.
NOTE 5)
I -----
' UNPAVED SPACE
r OPTIONAL
FLOW LINE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
m
�
R/W LINE (EXCEPT ANY SUBGRADEESTABSTARLIZATDN
REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE
EXPANSION
I EXPANSION
CARTED IN THE ENTRANCE.)
JOINT
JOINT
4. RADIAL CURB OR COMBINATION CURB AND GUTTER
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
NOTE: WIDTH "B" 2'-0" OR AS I MAINLINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES.
SHOWN ON TYPICAL SECTION. q
PLAN VIEW
ENTRANCE NOTES
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE
TRAFFIC THE DEPTH FOR SIDEWALK 6 CURB RAPS
WITHIN fHE LIMITS OF THE RADII SHOULD BE
10' PARABOLIC CURVE (ENTRANCE ONLY)
INCREASED TO 7". (SEE CG-13)
EDGE OF PAVEMENT OR
ex MAX. D
OPTIONAL FLOW LINE
SLOPE CHANGE — — p
®
B. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
(SEE
LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY
— — — — — — — — — — — — NOTE 7)
THE ENTRANCE.
Bx MAX. ® D
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
SLOPE CHANGE —
D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE
D
TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET
CONNECTIONS.
5' MI .
20' MINIMUM FOR
COMMERCIAL ENTRANCE
INTERSECTION NOTES
e. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE
® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
A - A
THEDESIGN
OF TAEAKLREAINCLUDING STOPPINGSECTION
SIGHT REQUIREMENTS.
9. PORRTIOONN
PROVIDE
4'
OFOGUTTERMTO PPOSSITVE DRAINAGE
B
ACROSS THE INTERSECTION.
ALLOWABLE ENTRANCE GRADE CHANGES
\ A3
1 1 —
n, .s, ° •� °' +�
(H.E.S.) p,' e. s. • e, e•
CLAW—
CONCRETE
SECTION C-C
ENTRANCE VOLUME
GRADE DCHANGE
DESIRABLE
MAXIMUM
HIGH
MORE THAN 1500 VPD
0 x
3 x
MEDIUM
5DO-1500 VPD
5 3 x
B x
LOW
LESS THAN 500 VPD
S s x
B X
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
SPECIFICATION METHOD OF TREATMENT ROAD ANV T
REFERENCE
ND BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04
X
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REVISIONS
NOVEMBER 7, 2017
COUNTY COMMENTS
DESIGNED BY:
SWIM
DRAWN BY:
SWIM
CHECKED BY:
GHT
SCALE:
1"=40'
DATE:
AUGUST 21, 2017
PROJECT NUMBER:
16020168-050303
ADJACENT PROPERTY LANDSCAPE BUFFER DETAIL
1 "= 40'
20F2