HomeMy WebLinkAboutARB201300078 Plan - Approved 2013-06-17E-1
15,10
0
.30 0 so 1 60 X21
10
I'
—4 —i i —
CONSTRUCTION NOTE:
ANY AND ALL WORK PERFORMED IN THE VICINITY OF
ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INFRASTRUCTURE, OR IN A ACSA EASEMENT, SHALL
BE COORDINATED BY THE CONTRACTOR WITH AN
ACSA INSPECTOR.
Tax Map 56 Fla•cel BEA
T. E. Woo(_':
Zoned- '_1
D.6. 14k)0590
EXISTING CONTOUR I I
DRIVEWAY ACCESS qPSEMENr
DRAINAGE SWALjWlTH SOIL SHALL 13E OUTSIDE OF EXISTING 50'
LIMITS OF PROJECT CLEARING AND STREAM BUFFEJIRIAS SHOWN-.
GRADING. 0.65 ACRES TOTAL SITE STABILIZATION FABRIC. SEE DTLS.
DISTURBANCE. G, y
Z-1
PROPERTY LINE.
...........
/C N_ F�
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490 R y E/ti/T I S n, l / / / / �`d
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4 488 ff
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Tax Map 56 Parcel 86 PROPOSED EDGE
Lots 14 and !-j OF �IGODLAND
Fi.na-1 I ouch Trre '-pi-vi(
I T A L
_'NI)1.I`,]_F I Lu CID
Z e t1 L. T L T GH I 20�EWER EASEMENT
Q0 C-)
TAU' V.-I Cj;_40,- CHAI r
DFDIC
ATLDt ACSA.
3. C130 Acres
I/V
0. B. 336P081 4 _1J
-Al
14 -000, y 1 !fo \ j/\
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R6, OUT
A
-qi� A 6 ALL EXIS.ltW�,Wpq
SIPE-�F
_qEp A
0� LIMITS OF CLEARING SHALL BE PRESS"
FOR PROJECT 1'66 FROM ADJAC�N
C) SC fi\�
_T
R
IV
ut I ML: M I. 240 CEN RAN
CORRI09R. S E S PLAN FOR IMITS F T E
/ 1 I r ! '.', L (4)
LIMITS OF
PROTECTION.
GRADING
34
DRIVEWAY Y WI TH
-F 1. COMPACTED
PROPOSED EDGE i� �: rL .,.ldl l' l it 1 -> fl ri;,.i ,t. {
2
OF WOODLAND 02I`,_'2I-A STONE. Ie
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PROPERTY LINE
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-71NV OU�� 8.2'
_ �)144V IN=4 78.--60'
IN NEW GRAVEL DRIVEWAY. MAT6H
C-)
_
NOTE:
24" EXIST.1,NG 7 OP OF PVMT ELEVATION.`
cod�bw4vE AEL w6Rq_W?1WEXfSTI G
- � — Gvif
Rce 0011 NO WORK S ILL BE PERFORMED
0
UNDERGROUND UTXIT-19&� 1, OFF-SITE OR ON ADJACENT PROPERTIES)
WITHOUT THE WRITTEN PERMISSION OF upx
THE PROJECT OWNER.
-1 x P
s i
J- V a Sff)�jy -0 P� I
EXISTING Eyd-TNG r.,% N1 F I r L D 4
A( SOX LO('1,71ON'
BUILDING Pr Use. '_`C) I I t or,, 7,
C) C)
LJ SHARED ACCESS DRIVE
X
\�-45_001
10)
Z0NJ1(- L; — — ! r_. 50 TOUCH TREE
' FINAL
(IL C:> "Al—_
E, -DR94F-WA_Y_�
TMF !36-f,7 EXISTING 226.987
/ / EASEMENT
WI-101-ESALE
0- Vif,GINIA. INC.
p..: 0
I7 Fl. P. 4511 PLAT GUl
Ir
EXISTING
TRUCK TERMINAL
I L
AA 10 1u1.. 6' '0 S
TkAP 51Cd
AL
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:IVE
M A R 713A j
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3 6 B
5913VEY SYMBOLS:
C"I
-3
C
-1, s L�s
C) f V -
0
0
ABBREVIATIONS;
HARDWD = HARDWOOD
UTILITY POLE
Z\� 0
IBM = BENCH MARK
IF = IRON FOUND
Z
0 (,A%
On
SOXWD. = BOXWOOD
INV = INVERT
'a
UTILITY POLE
UnOevplope�
CL = CENTERLINE
MAP MAPLE TREE
CMP . CORRUGATED METAL PIPE
MAX. = MAXIMUM
FIRE HYDRANT
DB = DEED BOOK
MG - METER BOX
DBL r DOUBLE
OHE OVERHEAD ELECTRIC
pd
WATER VALVE
DIA = DIAMETER
OHT = OVERHEAT TELEPHONE
E = ELECTRIC
PVMT. = PAVEMENT
—W—
WATER LINE
ELF-0. - ELECTRIC
S = SANITARY SEWER
EOP = EDGE Or PAVEMENT
SYC =SYCAMORE
—E—
ELECTRIC LINE
EW = ENDWALL
TELL a TELEPHONE
ESMT - EASEMENT
UGRD =UNDERGROUND
—S—
SANITARY SEWER LINE
EX.� EXISTING
UP UTILITY POLE
EX$ T, EXISTING
W WATER
WWATER
0
EXISTING TREE
FH FIRE HYDRANT
WV VALVE
GW = GUY WIRE
W/ = WITH
EXISTING TREELIKE
CONSTRUCTION NOTE:
ANY AND ALL WORK PERFORMED IN THE VICINITY OF
ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA)
INFRASTRUCTURE, OR IN A ACSA EASEMENT, SHALL
BE COORDINATED BY THE CONTRACTOR WITH AN
ACSA INSPECTOR.
Tax Map 56 Fla•cel BEA
T. E. Woo(_':
Zoned- '_1
D.6. 14k)0590
EXISTING CONTOUR I I
DRIVEWAY ACCESS qPSEMENr
DRAINAGE SWALjWlTH SOIL SHALL 13E OUTSIDE OF EXISTING 50'
LIMITS OF PROJECT CLEARING AND STREAM BUFFEJIRIAS SHOWN-.
GRADING. 0.65 ACRES TOTAL SITE STABILIZATION FABRIC. SEE DTLS.
DISTURBANCE. G, y
Z-1
PROPERTY LINE.
...........
/C N_ F�
C)
490 R y E/ti/T I S n, l / / / / �`d
[''I f
4 488 ff
-_,EXISTI 0 /" \
TREL'i ft-,Iff rccl%
SS
e - , 1 � L S 1 3rI�(;,_ , tz -
0
0_
GRASS yy
*�j 1� N'� 0 / - - - , I
V l 0 01
rC
)'+487.5-
'Z7T: A
L X1 TING
Lc' 511 C:
J� 'I R1 I NE
Tax Map 56 Parcel 86 PROPOSED EDGE
Lots 14 and !-j OF �IGODLAND
Fi.na-1 I ouch Trre '-pi-vi(
I T A L
_'NI)1.I`,]_F I Lu CID
Z e t1 L. T L T GH I 20�EWER EASEMENT
Q0 C-)
TAU' V.-I Cj;_40,- CHAI r
DFDIC
ATLDt ACSA.
3. C130 Acres
I/V
0. B. 336P081 4 _1J
-Al
14 -000, y 1 !fo \ j/\
4'3/s CO
o3\
dl'�'
ir /-- - - D''
C-P ...... D.P. 1,() p
Pi
n 2,; 06 _AT
L 0
NOT: )-I,,
N !.I' i uk1A:"-
44
R6, OUT
A
-qi� A 6 ALL EXIS.ltW�,Wpq
SIPE-�F
_qEp A
0� LIMITS OF CLEARING SHALL BE PRESS"
FOR PROJECT 1'66 FROM ADJAC�N
C) SC fi\�
_T
R
IV
ut I ML: M I. 240 CEN RAN
CORRI09R. S E S PLAN FOR IMITS F T E
/ 1 I r ! '.', L (4)
LIMITS OF
PROTECTION.
GRADING
34
DRIVEWAY Y WI TH
-F 1. COMPACTED
PROPOSED EDGE i� �: rL .,.ldl l' l it 1 -> fl ri;,.i ,t. {
2
OF WOODLAND 02I`,_'2I-A STONE. Ie
4434.4' CR4 484.L.-
SS A!WZA ,
C-2
In d Y!,
c
SIC
In
TLI
, llvr_I X
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E L T,,) E EW-1, EC-I LASS-Al,' ,
N
N
1P,
_y
-_SJ\
-Ad
C
�INV OUT;:480.70'
[N'- W
y. P<1 P
S l
"A I 'vv
,0
J Al 7. 1 w
PROPERTY LINE
877, D'I(toful) __ fT
Q A m-I'll
v2LIV
(1:1000M
I
P076q
lv�d qlv� d 1311:11,1 (_j
; /H , i- Ll V V\1
-1 9 9 ctl;N! I
PI A
LASS Al. A-
0�
EW-6, EC -! CLASS-Al.
-71NV OU�� 8.2'
_ �)144V IN=4 78.--60'
IN NEW GRAVEL DRIVEWAY. MAT6H
C-)
_
NOTE:
24" EXIST.1,NG 7 OP OF PVMT ELEVATION.`
cod�bw4vE AEL w6Rq_W?1WEXfSTI G
- � — Gvif
Rce 0011 NO WORK S ILL BE PERFORMED
0
UNDERGROUND UTXIT-19&� 1, OFF-SITE OR ON ADJACENT PROPERTIES)
WITHOUT THE WRITTEN PERMISSION OF upx
THE PROJECT OWNER.
-1 x P
s i
J- V a Sff)�jy -0 P� I
EXISTING Eyd-TNG r.,% N1 F I r L D 4
A( SOX LO('1,71ON'
BUILDING Pr Use. '_`C) I I t or,, 7,
C) C)
LJ SHARED ACCESS DRIVE
X
\�-45_001
10)
Z0NJ1(- L; — — ! r_. 50 TOUCH TREE
' FINAL
(IL C:> "Al—_
E, -DR94F-WA_Y_�
TMF !36-f,7 EXISTING 226.987
/ / EASEMENT
WI-101-ESALE
0- Vif,GINIA. INC.
p..: 0
I7 Fl. P. 4511 PLAT GUl
Ir
EXISTING
TRUCK TERMINAL
I L
AA 10 1u1.. 6' '0 S
TkAP 51Cd
AL
;
:IVE
M A R 713A j
A'
D.B. 15 3 6 1 C, n C-I I i:
In
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ANHOLD
ASSOC14 TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8311 RmrtsH GAP TRNPir.
GREENWOOD, VwGiw 22943
MmLe 434.862.3420
VoicEIFAx. 540.456.6402
DANHOLD@,qUGHES.NET
ANNOLDLA.COM
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DAVID T. AMOLD
CERTIFICATE No. U
000311
q.
V.,
DATE:
OCT. 14, 2011
REVISION:
MARCH 4, 2013
JAN, 20, 2014
ARB REVSIONS
JAN. 20, 2014
CO. PLAN. REVISIONS
SCALE
30'
SHEET TITLE:
SITE PLAN
SHEET No.:
S-2
SHT. 2 OF 4
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(b
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0
CD
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On
Or
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D EL 5 7_
ANHOLD
ASSOC14 TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8311 RmrtsH GAP TRNPir.
GREENWOOD, VwGiw 22943
MmLe 434.862.3420
VoicEIFAx. 540.456.6402
DANHOLD@,qUGHES.NET
ANNOLDLA.COM
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1-2P 17
1,
DAVID T. AMOLD
CERTIFICATE No. U
000311
q.
V.,
DATE:
OCT. 14, 2011
REVISION:
MARCH 4, 2013
JAN, 20, 2014
ARB REVSIONS
JAN. 20, 2014
CO. PLAN. REVISIONS
SCALE
30'
SHEET TITLE:
SITE PLAN
SHEET No.:
S-2
SHT. 2 OF 4
,Or)F�i qv
- - -
A,w
EW -1,tA
12"
t5"
$
D
X
NS l
27° OR 30"
b
r
0'•B"
A
0' -8"
0`•9"
0'-10"
0' -11"
SHAPE TO BE BEVEL1:St
1` -0"
'I-- -- ----- --- ------ -� ---•
1' -3"
V -61"
S' -9"
i
C
,
H WITH MORTAR
1'-9"
2' -2"
I FLOW
2'•9"
D
X--- -- TO BE MAINTAINED
TO 70P OF PIPE
T_3„
1,-6`
2,_0.,
_
y,_,
F
7-6"
DO NOT BEVEL INVERT
0" -8"
a
-y_-
---- - - - - --
0'-9"
H
2-3"
21-11
F
_
3'8„
4' -3"
i
L
4' -O"
5 " -D"
6' -0"
8' -0"
I L
12'-0„
a
NOTESI
D'-, )11"
}
SHALL+TOP
B �1
GULVERT) INLET END OF THE
WOULHD PRO''(�RRRUAE A13OVETSHOULDERLINE. N NO CASE OF ENDWALL
CULVERT iWHEREETHE FU LA ENTERS THE
PROJECT A60VE FILL SLtlPE, DITCH SLOPE, OR SHOULDER.
7. HEADWALL AT THE OUTLET ENO OF THE CULVERT MAY BE EITHER SQUARE
2, THIS ITEM MAY BE PRECAST OR CAST IN PLACE,
EDGE OR BEVEL EDGE.
3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET
B. EIINESTHE OTOP FILLS Yk ENDWALLS ARE
HALL BE CONSTRUCTEDEPARALLE'LSHOULDER THE
OfH.4�E OF THE ROAD.
4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS
9, j'�' CHAMFER MAY SE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
(0* TO 45').
0.241
5, HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT
1.319
OR WNGWALLS OCCUR.
2947
C.M. PIPE
EW-I
0,521 1 0,739
1 1.396
EW -7A
ENDWALL FOR CIRCULAR PIPE J
DIAMETER OF PIPE CULVERT
TOP OF FILL
12"
t5"
18" 1
21" OR 24 "
27° OR 30"
33" OR 36"
A
0'•B"
A
0' -8"
0`•9"
0'-10"
0' -11"
0'_11"
1` -0"
71"
1' -3"
V -61"
S' -9"
2`0
C
V -4 "»
V -7"
1'-9"
2' -2"
2' -6"
2'•9"
D
X--- -- TO BE MAINTAINED
TO 70P OF PIPE
T_3„
1,-6`
2,_0.,
2' -S,
y,_,
F
7-6"
0'^8"
0" -8"
0'-9"
0'-9"
0'-9"
H
2-3"
21-11
F
_
3'8„
4' -3"
4' -9"
L
4' -O"
5 " -D"
6' -0"
8' -0"
10' -O"
12'-0„
a
0'-1%4"
D'-, )11"
0'-2"
0'-21/2"
6'-311e'
4' °7"
6
0' -1"
0'-13/1'
0'-1%2°
0'-2"
0' -2%2„
p,_y„
CUBIC YARDS OF CONCRETE
CONE. P3PE
0.241
0,492 10.697
1.319
2.067
2947
C.M. PIPE
1 0.257 1
0,521 1 0,739
1 1.396
1 2,198
3.145
ENDWALL FOR ELLIPTICAL PIPE -
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)
TOP OF FILL
23 "z74"
301749"
34 "822"
36 "x24"
42 "x27"
45 "09"
49 "x32"
53 "04"
A
0' -8"
0`•9"
0'-10"
0' -11"
0'_11"
1` -0"
1' -0"
Y -0"
8
}' -2"
t' ^5"
1' -6"
T -8"
MATERIAL
1r T
r T
MIN. 1/10
BEDDING
BEDDING
MIN. f /70 D MATERIAL
VX
N. 1110 D "X" DIMENSION
X MATERIAL �E
(,2" PER
11, "X" DIMENSION i'0 BE MAINTAINED
H
X--- -- TO BE MAINTAINED
TO 70P OF PIPE
2' -11.
2'-4"
2' -5"
2'-7"
2' -6"
2-_g"
D
V -2"
1' -7"
11_70"
2'-0"
2'-3"
2' -5"
2'-8"
-H =�
F
0' -6"
D' -B"
0' -9"
O' -9"
0' -9"
O' -9"
0' -g"
0' -9„
H
2`10"
3"-3"
3' °7"
3' -9"
4'-0"
4'-2"
41-5"
4' °7"
L
5' -5"
7'-2"
B' -6"
fl'•2"
10'-2"
10'^11"
12' -1"
1'
MIN. 8", MATERIAL
MAX.24" ROCK FOUNDATION
S
1' 71"
2' -6"
2'-10„
3' -2"
Y -6"
3' 9"
4'-1"
FOLLOWS UNLESS OTHERWISE NOTED ON PLANS- b - DEPTH AS SHOWN ON PLANS OR TO FIRM SPECIFICATIONS.
R(G0 I = BEARING SOIL,
WHEN H IS LESS THAN OR EQUAL TO 30' CLASS U BACKFlLL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
I
0'-31/x"
O' -312 ,
0'-4"
0'-4 %Y"
O'-4i'i"
0`5"
b
0' -W,
0'- 21/2"
01-2,',"
D'-3"
0' -3 %i'
0'-3Y4„
CUBIC YARDS OF CONCRETE
CONC.PIPE T-.7."-] 1.239 1,500 t.Blt 2.101 2.512 2.SD1
SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS
REFERENCE
105 12" -36" CIRCULAR AND 23 "44 " -53 "x34" ELLIPTICAL PIPES
3D2 VIRGINIA DEPARTMENT OF TRANSPORTATION 701.01
08 - STORMWATER PIPE ENDWALL (EW -1)
SCALE: NOT TO SCALE
A,
[.11-1 , ,- 1.-. - I_.
LANDSCAPE PLANT SUMMARY
ow .1
I "' ,_,�� ___.�_ w_ COMMON NAME NO. l ROOT ;SIZE
KEv SCIENTIFIC NAME _
IF ILEX X FOSTERII I FOSTEfTS HOLLY 5 l B&B ! 5 6' HGT.
N f JUNIPERUS VIRGINIANA "LANAI =RTI1" ' CANAERT REDCEDAR 1 16 t B&B ;6' 7' HGT
.: ,. .._. ......... ......... .w,•- _.,.........,_- _....,__.- ..,,.,.. _..._ _......., _,,..•.... ._,_._ -_ :,.. .....,._ ._...." .,__ a .._._" ....... •., , i
NEC i IIIIYRICA CERIFERA SOU7HI =RN BAYBERRY � G B&B
15- 6 HGT.
..._.. -..._ .. ,-._,. I,•..._ _._ -. - _,_., ___�_....._.......__.,. _... w., _..__.,.,__ _, m_ ........... ... .. ..._, .... _._ :...__ -` _w- .. -.,... _......._.•_,.. _, ,.:_,, _,_- __,.,.- ,__,_11^1._1 -_. _,.,_.. _:.__..... �. .___. ._v.__,_
L OWE TO REACH AN
DBE
E A S UBS SHALL BE A L D
I LANTINGS OF TR ES ND HR
NOTE: ALL S TE P
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.
."
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Y'
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/ � I !'d
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i II
II
iJr -
�
r _77 �
r 4.�
u
t _
-
,
i
-- I
f
09 - LANDSCAPE PLAN
SCALE: P " =25'
NO PROJECTION OF PIPE ABOVE GROUND LINE PB ,
TOP OF FILL
TOP OF FILL
TOP OF FILL
_ GROUND LINE H
^- GROUND LINE= H
INCREASE FOR
EACH ADDITIONAL
PIPE
GROUND LINE =H
rrrrrrr rrrrrr
+ rrr rrr II
rr u r
�1' rrrr.. rrrrr "' -li
12 D /2
�111m rr rrrr
-D
_ rrrrrr rrrrr -
+ rrrr rr _ I •'
0
12„ r rr EARTH
d
12,. rr r
_„ rr rr ROCK OR
d ELDINC
12„ t1 r rr I�
r d - EARTH
J,
0/2
T i SO IL
D/2
4
D
i_
7' -3"
LL
- BEODINGr)
11 Ell
,_ 1 „
MATERIAL
1r T
r T
MIN. 1/10
BEDDING
BEDDING
MIN. f /70 D MATERIAL
VX
N. 1110 D "X" DIMENSION
X MATERIAL �E
(,2" PER
11, "X" DIMENSION i'0 BE MAINTAINED
H
X--- -- TO BE MAINTAINED
TO 70P OF PIPE
"X" DIMEt45i0N TO BE MNNTANEO
TO TOP OF PIPE '
N. TO TOP OF PIPE
Q4„
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION
MAX AI
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE PROJECTION ABOVE GROUND LINE
TOP OF FILL
TOP OF FILL
TOP 01' FILL .
0 00
0 -00
A
2.730
-H =�
-H
1`r'rr7rr
D/2 rrrrrrrr'rrrrrr rrrrr . rrrrrrrr =.
B8 5
rrrrrrrrrrrrrr rrrrrrrrrrrrr -"
•T�_i^rrr'ri
0/2 - rrrr,rrrrrrrrr rrrrrrlrrrrrrrr
J
't' = -MIN. D " -D "'MIN, D i
}2 <+ MIN. 0 �r D MIN. U
12" J -LAIN. MIN, D J�
32 - r rrrrr rrrrrrrrr GROUND
-
r- rr
rrrr rrrrr rrrrrrrrrr GROUND
rrrrrrrrr rrrr rrrr -
= GROUND
d LINE
'dw _...LNE
d LINE
t
0' -3"
177
-EARTH
-c_-
!I ROCK OR
-
� gyp/
41�-
MIN. I /1D 0 X
BEDDING�
MIN. 1/10 1) -i - SOIL
T 7zl � , T4
MIN. t /l0 BEDDING `t
MATERIAL �E
X
OF H hhh��� ---� BEDDING
_
MATERIAL EARTH
NORMAL EARTH FOUNDATION
1'
MIN. 8", MATERIAL
MAX.24" ROCK FOUNDATION
FOUNDATION SOFT, YIELDING, OR
OTHERWISE UNSUITABLE MATERIAL
CULVERTS LESS THAN d - 36" H • HEIGHT OF COVER MEASURED FROM TOP OF p�yjJ BEDDING MATERIAL IN ACCORDANCE WITH
X " 0 + 24" DRAINAGE STRUCTURE TO FINISHED GRADE, u / /// SECTION 3D2 OF THE ROAD AND BRIDGE
CULVERTS WHERE d - 36" AND OVER SPECIFICATIONS.
0 - OUTSIDE DIAMETER OF PIPE.,
X + D + 36 "
METHOD "A" PIPE BEDDING SHALL HE USED AS d INSIDE DIAMETER OF PIPE, CLASS I BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
FOLLOWS UNLESS OTHERWISE NOTED ON PLANS- b - DEPTH AS SHOWN ON PLANS OR TO FIRM SPECIFICATIONS.
R(G0 I = BEARING SOIL,
WHEN H IS LESS THAN OR EQUAL TO 30' CLASS U BACKFlLL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
I
FLEXIBLE PIPE SPE C I F I CAT DNS.
AS SHOWN ON TABLES
MAY BE ELIMINATED UNDER ENTRANCE PIPE EXCEPT
FOR PLASTIC PIPE INSTALLATIONS, WHERE DIRECTED LIE *FOR PLASTIC PIPE INSTALLATIONS, CLASS T BACKFILL
EMBANKMENT
BY THE ENGINEER, MATERIAL SHALL BE USED W LIEU OF CLASS X. SS EET 1 OF 4,.
INSTALLATION OF PIPE CULVERTS AND STORM SEWERS
REL
302 - CIRCULAR PIPE BEDDING AND BACKFILL -• METHOD ''A"
303 VIRGINIA DEPARTMENT OF' TRANSPORTATION L07,01
06 - STORMWATER CULVERT INSTALLATION
SCALE: NOT TO SCALE
NOTESI
I. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH
SLOPE, OR SHOULDER.
2. INS ITEM MAY BE PRECAST OR CAST IN PLACE,
ALL C C C SE SHEET
S. AST HN PLACE CONCRETE TO BE CLASS A,3,F0 PRECAST E 1
R R AS
4 THIS STAN DARD TO BE USED WITH CROSSINGS l4D SKE
W
ANGLES
EST 15•
S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH
INVERT OR WINGWALLS OCCUR.
FOR CONCRETE PIPE
D
S
I
G
L
CUBIC YARDS
CONCRETE
ONE DOUBLE
ENDWALL
INCREASE FOR
EACH ADDITIONAL
PIPE
a
b
IT. 1
11-11PI.
X-C..
5'- 0"
01320
0.006
0'-1
0`11'
15"
2 3 "
i_
7' -3"
0.6i1
4.53
0'_,
,_ 1 „
31,
1 21IR-11.
3' 0"
B' -B"
O.0 j1
094°,6 ;
a. 41
UD
lJPE @
LE
1.009b
470
! CLASSAISTONE
i 50 '
.
1.7$3
____q.zjj
_ _
0' ^2 •,
0,_ •,
4 70
0 00
0 -00
7" OR 30'
2.730
„
13' 10"
B8 5
3" UK 38"
0'-
1,
D.- °
36" 1
4' -7"
0"
16' -7 "'
SHAPE TO DE BEVELED
H WITH MORTAR
DO NOT BEVEL INVERT -
Lw s
6. BEVEL EDGE IS REQUIRED ON THM E
IEADWALL AT THE INLET END OF THE
CULV E RT (W HER E THE FLOW £
RS THE CULVERT).
7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
EDGE OR BEVEL EDGE.
B. 014 SH ALL OW FIL LS W k E R
E FNDWFl.LS 0 55
NIL I' OR LL BELOW
SHOULDER LINE THE' TOP OF 7 D S BE HE EN WALL HALf_ CONSTRUCTED
PARALLEL T' THE E OF
AIR O QRAD THE ROAD.
9.
DE 0 G U
�f " CHAMFER MAY BE PROVIDED D N ALL WOES AT MANUFACTURER'S S OPTION.
10. QUANTITIES GIVEN ARE FOR ONE ENDWALL. PLEASE REFER TO
STANDARD EW -1, SHEET 101.01 FOR ALL DIMENSIONS NOT GIVEN
IN TABLES,
FOR CORRUGATED METAL PIPE �»
r
p
S
G
L
CUBIC YARDS
CONCRETE
ONE DOUBLE
ENDWALL
INCREASE FOR
EAGN ADDITIONAL
PIPE
a
h
12"
1' -7"
„
5'-7"
480
0.08
0' "
1-1"
15„
1._ i i,
i_
W -1
3.36
4.53
652
6.69
CLASS- A4STONE 1 AS s
9
' -4"
s0 I 25
e'-4"
094°,6 ;
a. 41
UD
lJPE @
LE
1.009b
470
! CLASSAISTONE
i 50 '
.
G2.
3 VE,E 1"
.�0 L
24"
75
4 70
0 00
0 -00
7" OR 30'
3' -,0"
„
13' 10"
B8 5
0,670
0'-
1,
D.- °
36" 1
4' -7"
0"
16' -7 "'
4AR6
Y-3_4"
t
0' -3"
SPECIFICATION
REFERENCE STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS
IDS 12 " - -36" PIPE
302 VIRGINIA DEPARTMENT DF TRANSPORTATION -��- =1D
DETAIL i
DETAIL 2
SECTION A -A
SECTION B -B
SECTION A -A
55
SEC'T'ION A-A
G -1
S
NOTES,
I• FOR MULTIPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION
OUTSIDE THE CHANNEL WIDTH (W).
2, ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE
WHERE. NO ENDWALL OR ENDSECTIDN IS SPECIFIED ON PLANS, CONSTRUCTION IS
TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE.
3• GEOTEXTILE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN
ACCORDANCE WITH THE SPECIFICATIONS.
4, S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT,
H EAM ER OF CIRCULAR CULVERT OR RISE /HEIGHT FOR BOX, ELLIPTICAL OR ARCH
CUL ER7.
5•USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM W)OTH AND DEPTH
OF CHANNEL, MATCH E743STING DITCH OR NATURAL GROUND.
2p4p5
204 STONE FOR EROSION CONTROL
VIRGINIA DEPARTMENT OF TRANSPORTATION
{1�
03 STONE FOR EROSION CONTROL (EC-0
SCALE: NOT TO SCALE
EC -2
- �°'•I-- ���t1Ta7LQ. STEFPERF'fHAA -4�1
l
i 1
I
I I l 1 1
MIN. DEPTH
EC -1
1D„
CLASS I
2'
CLASS 1
3'
2p4p5
204 STONE FOR EROSION CONTROL
VIRGINIA DEPARTMENT OF TRANSPORTATION
{1�
03 STONE FOR EROSION CONTROL (EC-0
SCALE: NOT TO SCALE
EC -2
- �°'•I-- ���t1Ta7LQ. STEFPERF'fHAA -4�1
l
i 1
I
I I l 1 1
1 1
1 I
1
I
! I f 1 I
I 4 I I
I
1 1
I
I
I 1
I
I 1
I
I
1
I
I
I
I I
I
1
_VARIABLE I
VAA4fABtE,�}
CENTER ROW MAY BE A
ELIMINATED WHEN SLOPE
IS LESS THAN 4't r
W MAX. 411 OR FLATTER j JUNCTION SLOT
)'MAX. STEEPER THAN 4'1 f
CHEEK SLOT
X
EDGE AND END JOINTS TO TERMINAL FOLD
BE OVERLAPPED 2" MINIMUM.
LAP JOINT
2" MIN.
COMBINE THIRD ROW OF STAPLES
FROM EACH STRIP IN LAP WITH
ALTERNATE SPACING.
-- �.. - -n" MAX,
114,01
ANCHOR SLOT r,
TRAP SOIL FIRMLY
QIIII �
ANCHOR SEAT
TAMP SO1L FIRMLY
TERMINAL FOLD
F
TAMP S", FIRMLY
t
_ _ , I + � TAMP SOIL FIRMLY
i
e;:,_ `'� TAMP SOIL '
1 FIRMLY
i
l�- ✓ CHECK SLOT JUNCTION SLOT
Notes'.
TO 2 1. APPROXIMATE 20D STAPLES REQUIRED
�T-" +{ --�+- t" TO 2" PER 4'X 226' ROLL.
mil' 2. ANCHORS LOOSSiJUBE BURISLOTS OD 2"
L) CHECK JUNCTION SLOT 111 AND vARrASLE.
3 ,OD SLOPE SPACING LESS 50 SLOPE
NO. 11 N. STEEPER THAN 4%,
GAGE WIRE 4,STAnLES FORMED FROM NO.8 STEEL
PLAN VIEW FOR SANDY SOIL 6" STAPLENMINIMUM
SOIL RETENTION MAT
STAPLING DIAGRAM JUTE MESH LENGTH FOR OTHER SOIL,
.,._...._.. �- GENERAL_ NOTES,
1, BASES• OF P/YIMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE. 3. JUTE. MESH OR SOIL RETENTION VAT 114 ACCORDANCE WITH THE SPECIFICATIONS
PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR.
WITH THE DIMEENSIDNS SPECIFIED ON TYPICAL SECTION.
4. WIDTH OF M,ATERtl� MAY VARY FROM MINIMUM DIMENSION BY INCREMENTS OF
2. "T -TOP" STAPPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY TNC ENGINEER MAY 4 OR 5 FEET.
BE SUSS11TUTiED FOR THE STAPLES SHOWN.
S. FOR SOURCES OF APPROVED MATERIAL SEE VDOT'S APPROVED PRODUCTS LIST
FOR SVD. EC -2 MATERIAL.
-•�' - SPECIFICATION
PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE
244
714 42 _.__..• VIRGINIA DEPARTMENT OF TRANSPORTATION 606
0.7 - STORMWATER PIPE ENDWALL (EW -6) 04 -_SOIL RETENTION MAT (EC -2)
SCALE: NOT TO SCALE SCALE: NOT VO SCALE
1�
i
485 ExrsTIN GRADE 485
480 j 480
DPE
@ 2.00%
475 475
_- -
470 0 4.70
SC?ALE:
Q
ii
VERT.- 111=51
LLI NOFRIZ: V =50' W 1 w -
' 0100 04-50 1 +00
485
TOE?, i zLENGaTH
Q2
i„ Q2MAh
Q10
(�10IYIAX
486
LINING, '
UNING
NQ. ! TYPE! WIbiii1 DEPTH f
f•T,
-AVG.
5L6PE
CT=S
480
CF S
. •.`.,.._.-
I VELOCITY FPS' LINING
_-,
{ 1MDTH FT. ;LENGTH FT.
1 VEE
10 2 5 ,
25
480
3.36
4.53
652
6.69
CLASS- A4STONE 1 AS s
40
475
s0 I 25
32
094°,6 ;
140
UD
lJPE @
LE
1.009b
470
! CLASSAISTONE
i 50 '
.
G2.
3 VE,E 1"
.�0 L
24"
75
4 70
0 00
0 -00
0 02
1
5
_ EC -2 AhAT
4 0
4 70
SCALE:
I I
t
6 1 1
177
o +oo o +�o r +00
05 - STORMINA TER PROFILES
SCALE: AS NOTED
01 - STORMWATER DRAINAGE AREAS
SCALE: P = 150'
STORMWATER COWEYFENCE CHANNEL. SUMMARY
SCC ; SCC
TOE?, i zLENGaTH
Q2
i„ Q2MAh
Q10
(�10IYIAX
CHANNEL
LINING, '
UNING
NQ. ! TYPE! WIbiii1 DEPTH f
f•T,
-AVG.
5L6PE
CT=S
€ VE!_OCfTY I<PS,
CF S
. •.`.,.._.-
I VELOCITY FPS' LINING
_-,
{ 1MDTH FT. ;LENGTH FT.
1 VEE
10 2 5 ,
25
6 QO "5 ;
3.36
4.53
652
6.69
CLASS- A4STONE 1 AS s
40
2 V
1
s0 I 25
32
094°,6 ;
140
1 2.15
..:..
C59
3.16
! CLASSAISTONE
i 50 '
.
G2.
3 VE,E 1"
6 1
75
; 2 33 °k
0 00
0 -00
0 02
I 1.04
_ EC -2 AhAT
4 0
75
4 ; 'VEE
6 1 1
177
2.97%
0.01
.,. .. 0-28 ..- k
_ 2.20 ..
�_ 2.76
-1._ EC 2 AhAT
4,0 ! ._
177
STORMWATER UTILITY SUMMARY__ . I
1 d
{
CAPACfR'AT
LENCTFI
FROM, TOi PIPE FEET
INVERT INVERT PIPE
IN OUT (SLOPE j
2
Q Q2
INLET 'OUTLET CFS IVELOC.
Q1D
CPS
10 BANK FULL QUTLE
Q T
I
IVELOC. CFS PROTECTION
I
_12 -24_ I !DP .._ 30
� E
178 50 47$ 20 ; 1 00%
EVV 6 I EVJ 6 1.36 ' 3.41 ` 6.52
49 02 6 EG1 CL-Al
5 41
............. _ I
4 ,15 _ Hi]PE 30 481.50 484 50 2 001% EW 1 EVV 3 1 0.28 t 3.53 0.69
_ .-._. . -
4.64 9,90 4', EC -1 CL -A1
02 STORMWATER CHANNEL AND UTILITY SUMMARIES
SCALE: NO SCALE
ANHOL D
ASSOCIA TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8311 ROCKFISH GAP TRNPK,
GREENWOOD, VIROIANA 22943
MOBILE: 434, 882, 3420
VoicE/FAx-' 540.456, 6422
DANHOLDQNUGHES. NET
ANHOLDLA. COM
F
LQ
r~:
C\1jk, n
V
V
1
I�
Lu�•-L..
f1i� 1�
`LO
`V
Lo u
Joe No.:
tiJ
111
Lo
L1
LLI
`V
Q
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c
cl-
LL
Q
�.
DAVIT) T. ,ANHOL
CERTIFICATE NO.
� 000311
V 1,
��Nll3CAP�,
BATE:
OCT. 14, 2011
REVISION:
MARCH 4, 2013
JAN. 20, 2014
ARB REVISIONS
SCALE
AS NOTED
SHEET TITLE;
S}TE DETAILS
SHEET NO.:
S -3
BHT. 3 of 4