HomeMy WebLinkAboutARB201300078 Legacy Document 2014-02-11- - -
A-r
EW -1,tA
12"
15"
S
D
X
NS l
27° 11 30`
b
A
53 "x34"
A
0'-6"
0`•9"
0'-10"
4` -11"
SHAPE TO BE BEVELED
1` -0"
•I--.- ----- --- ----- ---- -•
1' -3"
1' -61"
,' -9"
i
C
,
H WITH MORTAR
1'-9"
2' -Z"
I FLOW
2'•9"
D
V_D"
t'-3„
T_6"
2,_0„
_
y,.p„
F
01-61'
DO NOT BEVEL INVERT
A, -8"
a
-y_-
---- - - - - --
0'-9"
H
2'-8"
2'-10°
F
0'-6"
O' -B"
i
L
4' -D"
5 " -D"
6' -0"
D' -0"
17 L
12'-0"
3"-3"
NOTESI
3' -9"
I.
SHALL+TOP
B �1
GULVERT) INLET END OF THE
WOU�L� PRO''(�RRRUAE A13OVETSHOULDER�N N NO CASE OF ENDWALL
CULVERT iWHEREETHE FU LOW ENTERS�THE
PROJECT ABOVE 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
OfHASE 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
E V_t
0.&21 0.739
1.386
EW -1A
ENDWALL FOR CIRCULAR PIPE J
DIAMETER OF PIPE CULVERT
TOP OF FILL
12"
15"
18"
211-111 26"
27° 11 30`
33" OR 36"
A
53 "x34"
A
0'-6"
0`•9"
0'-10"
4` -11"
0' -11"
1` -0"
77
1' -3"
1' -61"
,' -9"
T-O"
C
V -4" W
V -7"
1'-9"
2' -Z"
2' -6"
2'•9"
D
V_D"
t'-3„
T_6"
2,_0„
2,,>;�,
y,.p„
F
01-61'
01^8"
A, -8"
0' -9"
0' -9"
0'-9"
H
2'-8"
2'-10°
F
0'-6"
O' -B"
0' -9"
L
4' -D"
5 " -D"
6' -0"
D' -0"
10' -0"
12'-0"
3"-3"
V -7"
3' -9"
0 " "2"
0'-21/2'"
0'-31/4"
0' -3�i„
6
0,_t"
p' -13%1'
0'-1Y2"
0'-2"
W -2%2„
0,_3„
CUBIC YARDS OF CONCRETE
CONE. P3PE
0.241
0.492 0.697
1.319
2.067
2947
C.M. PIPE
0.257
0.&21 0.739
1.386
2,198
3.14u
ENDWALL FOR ELLIPTICAL PIPE -
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)
TOP OF FILL
23 "z14"
30'749"
34 "822"
3B "z24"
42 "x27"
45 "x29"
49 "x32"
53 "x34"
A
0'-6"
0`•9"
0'-10"
4` -11"
0' -11"
1` -0"
t' -0"
S'-D"
8
0.671
- BEODINGr)
11 Ell
F
T
T
MATERIAL
tr 1T•
1'-10"
1'-11"
1'-11"
C
1' -6"
11-11"
2' -11"
2'-4"
2' -5"
2' -7 "
2 " -S"
2 " -g"
0
1' -2"
1" -7"
1' ^70"
2'-0"
2'-3"
2' -5"
2'-8"
2'-10°
F
0'-6"
O' -B"
0' -9"
O " -9"
0' -9"
0' -9"
0' -0"
U -g"
H
2`10"
3"-3"
V -7"
3' -9"
4"-0"
4' -2"
4`-5"
4' °7"
L
5' -5"
7'-2"
B' -6"
fl'•2"
10'-2"
10'^11"
12' -1"
121_11"
S
1'-11"
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 BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BR!DCE
0'-3 % /�"
O' -312 ,
0'-4"
0"-4%2"
O'-4Y- i"
0`5"
RE1TR91
b
0.-2..,
O',21/z'
0' 22yr
303
VIRGINIA DEPARTMENT OF' TRANSPORTATION L07,01
0'_42„
CUBIC YARDS OF CONCRETE
CONC.PIPE p.502 0.855 1.239 7.500 t.Blt 2.10} 1 2.512 1 2.801
SPECIFICATION
REFEREFERE NCE CE STANDARD ENDWALL FOR PIPE CULVERTS
REFERENCE
105
1211 -36" CIRCULAR AND 23 "4411- 5311x3411 ELLIPTICAL PIPES
3D2 VIRGINIA DEPARTMENT OF TRANSPORTATSON 101.01
08 - STORMWATLR PIPE ENDWALL (EW -1)
SCALE: NOT TO SCALE
LANDSCAPE PLANT SUMMARY
CONT./
- �... v.........
SCIENTIFIC C NAME COMMON NAME _ ... ,�_
ILEX X FOSTERII ' r FOSTERS HOLLY T_5� ;� B&B 5 6' HGT.
.1V' 7 JUNIPERUS VIRGINIANA "CANAERn' r CANAERT REDCEDAR 1 16 ' f B &B ;B' 7' HGT_
MC MYRICA CERIFERA ; SOUTHERN BAYBERRY 6 B &S 5'-6' HGT.
_ ..TE ALL S I TE P LANTINGS OF TR E ES A ND SHRUBS SHALL BE ALLOWED
TO REACH , AND BE NO
MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBIT-ED. SHRUBS AND TREES
SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT.
1
i
1
• I G 1f / L�/If
i
P'
%i
7
?J
11
`iC
J
. I '
,
j..
. . _
_ f -
r 1 1 --
�--f _ I
t
J.
- - r
-... _ . ( ,
09 - LANDSCAPE PLAN
SCALE: 1 " =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
6/2
+ rrr rrr I1
rr U r
11
�1' rrrr rrrrr "'_!i
D /2
�111m rr rrrr
_ rrrrrr rrrrr -
+ rrrr rr _ I
0
12„ r rr EARTH
d
12" rr r ROCK OR
-„ rr rr
d � UNYIELDING
12" t1
r r :11!'EAR7H
d
0/2 j"
SOIL
D/2 �+
4'"
0/2
"
T -3"
0.671
- BEODINGr)
11 Ell
F
T
T
MATERIAL
tr 1T•
T
MIN. 1/10 D BEDDING
MIN. f /70 D = 11 -11V'I XI :1 --1 L= BEDDING
MATERIAL
MN. v10 D� -- Il "X" DIMENSION
X MATERIAL �E
(,2" PER
17, "X" DIMENSION i�0 BE MAINTAINED
H
�,.{
X-- -- TO BE MAINTAINED
TO TOP OF PIPE
"X" DIMENSION 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 .
-4"
5'- "
A
2.730
-H =-
_H
i^rrrri r'rra7rr
D/2 rrrrrrrr'rrrrrr rrrr..rrrrrrrr =.
- t '
rrrrrrrrrrrrr rrrrrrrrrrrrr -"
0/2 -rrrr rrrrrrrrr rrrrrrlrrrrrrrr
J
't' = "M!N. 0 MIN. D "
12" -MIN. 0 �r D M,IN. D
12" D IAIN, D'��
12 - rr 'rrrrr ; `rrrrrrrr GROUND
-
rr
rr r rrrrr rrrrrrrc rr GROUND
r rrrr'rrr rrrr rrrr -
= GROUND
d LINE
-
�..d' ....LI
d --LINE
7
/
D /2-
EARTH
'L...
-
�NYIELOR
--
41
MIN. 1 /1D 0 X
MIN. V10 1) -i - SOIL
MIN. t /l0 BEDDING
MATERIAL
MATETitAL �E
� X
OF H hhhrrr --- -� BEDDING
MATERIAL EARTH
NORMAL EARTH FOUNDATION
1"
MIN. 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 BEDDING MATERIAL IN ACCORDANCE WITH
X - 0 + 24" DRAINAGE STRUCTURE TO FINISH!:0 GRADE, u / /// SECTION 3D2 OF THE ROAD AND BRIDGE
CULVERTS WHERE d - 36" AND OVER SPECIFICATIONS.
D - OUTSIDE DIAMETER OF PIPE.,
X + D + 36 "
METHOD "A"' PIPE BEDDING SHALL HE USED AS d INSIDE DIAMETER OF PIPE, CLASS I BACiCFILL 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 BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BR!DCE
FLEXIBLE PIPE SPECIFICATIONS.(
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 GLASS X. SS EET 1 OF 4
INSTALLATION OF PIPE CULVERTS AND STORM SEWERS
RE1TR91
CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A"
302
303
VIRGINIA DEPARTMENT OF' TRANSPORTATION L07,01
06 - STORMWATER CULVERT INSTALLATION
SCALE: NOT TO SCALE
NOTES"
I. NO ITCH
IN CASE SHALL 70P OF ENDWALL PROJECT ABOVE FILL SLOt'E,D
SLOPE, OR SHOULDER.
2. INS ITEM MAY BE PRECAST OR CAST IN PLACE,
ALL C C C SE SHEET
3. AST IN PLACE CONCRETE TO BE LASS A,3,F0 PRECAST E 1
R R AS
1D,.,z.
4 THIS STANDARD WITH CROSSINGS AND SKE
W
ANGLES T
S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH
INVERT OR WINGWALLS OCCUR.
FOR CONCRETE PIPE
D
S
G
L
CUBIC YARDS
CONCRETE
ONE DOUBLE
ENDWALL
INCREASE FOR
EACH ADDITIONAL
PIPE
a
b
12"
1' "
"
5'- D"
0,320
0.08
O' 1
0'- "
15"
2' 3'"
"
T -3"
0.671
0178
LA /5
"
B"
2L8"
3' -0"
8' -B"
0.941
475
0
.�0 L
24"
21. OR 4"
3'-B"
' -D"
'-6"
1.7$3
470
0._2 "
O'- "
27" OR 30"
-4"
5'- "
7 "" OR 30'
2.730
„
0' -3 "
- t '
33" oft 38"
b' -2"
8'-0"
17' -2"
3.854
0.
0' -3
'-3"
SHAPE TO OE BEVELED
H WITH MORTAR
DO NOT BEVEL INVERT -
tw -s
6. BEVEL EDGE IS REQUIRED ON THE IEADWALL AT THE INLET END OF THE
CULVERT (WHERE THE
E HER FLOW O ENTERS HS THE CULVERT).
7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
EDGE OR BEVEL EDGE.
ON SHALLOW FILLS W R
B. ALL LS kHE E FNDWN.LS 1.0 55
NIL R LL CONSTRUCTED
SHOULDER LINE THE' TOP OF 7 D S BE CO
PARALLEL T'0 THE GRADE OF THE ROAD L HALf_ NSTRUCTED
9.
DE 0 G U
�f " CHAMFER MAY BE PROVIDED D N ALL WOES AT MANUFACT R €R S OPTION.
10. QUANTITIES GIVEN ARE FOR ONE ENDWALL. PLEAS£ REFER TO
STANDARD EW -1, SHEET 101.01 FOR ALL DIMENSIONS NOT GIVEN
IN TABLES.
FOR CORRUGATED METAL AL PIPE -^
-
D
S
G
L
CUBIC YARDS
CONCRETE
ENDWALL ONE L>
INCRCA5E FOR
EAGN ADDITIONAL
PIPE.
a
b
12"
V -7"
'-
5'-7"
04344
0.08
P'-
15"
Y i
„
6' -1
2 15
0178
LA /5
"
0' -1 "
62
)..
UD
UPE @
LE
1. aa9b
475
.�0 L
24"
v
-
- -_
470
- ... , :2.33%
0,00
0.00
112
- . - 9.Od
7 "" OR 30'
3' -10"
„
13'_10"
BB 5
0.670
0'
„
0'- "
36"
4'-7"
0"
,6' -7"
.D 6
0, J
SPECIFICATION
REFERENCE STANDARD ENDWALL$ FOR MULTIPLE PIPE CULVERTS
IDS 12 "- -36" PIPE
302 VIRGINIA DEPARTMENT DF TRANSPORTATION " 1Di.ti
DETAIL i
0100 0i -50 1 +00
DETAIL 2
SECTION A -A
SECTION 13_13
SECTION A -A
35
SEC'T'ION A-A
G -1
S
NOTES+
1• 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 15
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 - DIAMETER OF CIRCULAR CULVERT OR RISE /HEIGNT FOR BOX, ELLIPTICAL OR ARCH
CULVERT.
5• )*USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH
OF CHANNEL, MATCH MSTING DITCH OR NATURAL GROUND.
204 STONE FOR EROSION CONTROL
245 VIRGINIA DEPARTMENT OF TRANSPORTATION
{1�
03 - STONE FOR EROSION CONTROL (EC -1)
SCALE: NOT TO SCALE
- �°'•I-- ���t1Ta7LQ. STEFPERF'fHAA -4�1
l
i 1
I
I I l 1 1
MIN. DEPTH
EC -1
I I 1 1 }
1
I
I
I
I I
I
1
CLASS I
2'
CLASS 1
3'
204 STONE FOR EROSION CONTROL
245 VIRGINIA DEPARTMENT OF TRANSPORTATION
{1�
03 - STONE FOR EROSION CONTROL (EC -1)
SCALE: NOT TO SCALE
- �°'•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 I
I
I I
I
I 1
I
I 1
I
I
I I 1 1 }
1
I
I
I
I I
I
1
_VARIABLE I
VAA4fABLE,�}
CENTER ROW MAY BE q
ELIMINATED WHEN SLOPE
IS LESS THAN 41t 4
W MAX. 411 OR FLATTER JUNCTION SLOT
)'MAX. STEEPER THAN 411
T- iF CHECK SLOT
T EDGE AND END JOINTS TO F TERMINAL FOLD
BE OVERLAPPED 2" MINIMUM.
LAP JOINT
2" MIN.
COMBINE THIRD ROW OF STAPLES
FROM EACH STRIP IN LAP WITH
ALTERNATE SPACING.`]
11- -�{- ;.'� - -0'. MAX.
114.01
al,
ANCHOR SLOT r,
TRAP SOIL FIRMLY
QIIII �
ANCHOR SLOT
TAMP SO1L FIRMLY-"
TERMINAL FOLD
I = i
I
1
_ !tt
F
TAMP 501 L FIRMLY
t
_- -
+ � TAMP SOIL FIRMLY
--.II TAMf SOIL
jI CHECK SLOT JUNCTION SLOT
Not"
TO 2" +{-{+- t" TO 2"
1. APPROXIMATE 20D STAPLES REQUIRED
�
�r= PER 41X 226' ROLL.
1--- � :+ate = - - -�.
G.... 1 aA �l 2. ANCHOR S1 OTSiJUBE BURISO 65 TO 2"
JUNCTION SLOT ,E,� AND VARIANCE
3 ,OD SLOPE SPACING LESS 50 SLOPE
NO. 11 MN. STEEPER THAN 4%,
GAGE WE 4,STAnLES FORMED FROM NO.8 STEEL
PLAN VIEW WIRE SANDY SOIL BIN STAPLE UM LENGTH MINMUM
STAPLING DIAGRAM LENGTH FOR OTHER SOIL,
SOIL RETENTION MAT JUTE MESH
GENERAL_ NOTES,
1• BASIS. OF P/YIMENT TO BE SQUARE YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE. 3. JUTE. MESH OR SOIL RETENTION VAT iN 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 DWEENSIDNS SPECIFIED ON TYPICAL SFCTION.
4. WIDTH OF M,ATERtAL MAY VARY FROM MINIMUM OIMENSION BY INCREMENTS OF
2. "T -TOP" STAPFLES 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
PROTECTIVE COVERING INSTALLATION CRITERIA Rl Ft,itl
244
VIRGINIA DEPARTMENT OF TRANSPORTATION 606
0-7 - STORMWATER PIPE ENDWALL (EW -b) 04 -_SOIL RETENTION MAT EC -2}
SCALE: NOT TO SCALE SCALE: NOT VO SCALE -
485
--
Q2 i Q2 MAX
1___.�..,._.. � -. �..,..._
CFS VELOCITY PPS
Q10
.... _._
CFS
j Q10 MAX CHANNK
j , �..1 _..._.__1.11_____.,..._ _ .m ..._.,__.
I VELOCITY FPS' LINING
? LINING ' LINING
�_- � _
I V1�4DTH FT. ;LENGTH FT.
4$5 -
10 2 5
I 25
6 0Cl "5 i
3.36
4$a
652
I 6.69
CLASS -AI STONE 1 AS SHOWN,
40
I'
2_ s.. VEE
sU2 5
4$a
1 09496 ,
140
2 15
6 58
LA /5
-
{
62
)..
UD
UPE @
LE
1. aa9b
475
.�0 L
24"
v
-
- -_
470
- ... , :2.33%
0,00
0.00
112
- . - 9.Od
. _ EC-2 MAT -
478
7 .
4 LIEF 1 6 t 1
! 177
12 97°ro t.
0.01
SCALY:
-
2.76
1._ EC 2 MAT
4.0
-
--
t'
o +ao a +50 1-00
05 - STORMWATER PROFILES
SCALE: AS NOTED
i
PROP �pTf,RA r= {_
485 EXISTING GRADE 485
} y�
480 480
50 L - 15" DPE
@ 2.00%
- -
475 475
470 4.70
II
SCALE:
HORIZ I'
O
VERT.- 111=51
LLI NO RIZ: I` =50' W , W -
- '
01 - STORMWATER DRAINAGE AREAS
SCALE: P = 150'
! STORMWATER CONVEYI =NCIE CHAIIINEL SUMMARY
SCC SCC TQ1?
............. �-- rw..,.,_.
NO. ! TYPE I W OTH i DEPTH
iL{ =REIN MVO_
.. -_._- . ...
I f T. SLOPE
Q2 i Q2 MAX
1___.�..,._.. � -. �..,..._
CFS VELOCITY PPS
Q10
.... _._
CFS
j Q10 MAX CHANNK
j , �..1 _..._.__1.11_____.,..._ _ .m ..._.,__.
I VELOCITY FPS' LINING
? LINING ' LINING
�_- � _
I V1�4DTH FT. ;LENGTH FT.
1 VEE
10 2 5
I 25
6 0Cl "5 i
3.36
4.53 '
652
I 6.69
CLASS -AI STONE 1 AS SHOWN,
40
I'
2_ s.. VEE
sU2 5
32
1 09496 ,
140
2 15
6 58
3.16
CLASS A3 STONE
{
62
)..
_ _
_ _ ..
i
v
.__.._.
V fr,E i.
- ... , :2.33%
0,00
0.00
112
- . - 9.Od
. _ EC-2 MAT -
.. -4,0
7 .
4 LIEF 1 6 t 1
! 177
12 97°ro t.
0.01
1 0.28
220
2.76
1._ EC 2 MAT
4.0
STORMWATER UTILITY SUMMARY__ . I
I-
r
i
1CAPACIf1'AT
-
LENG TFI
FROM?TO! 3'IPE FEET
INVERT INVERT PIPE
!N OUT 1SLOPE
2
' Q Q2
INLET ;OUTLET; CFS IVELOC.I
Q1D
CFS
10 BANK FULL OUTLET
Q T
IVELOC. CFS ;PROTECTION
f I
2 . . 1 12-24" HDP 30
� }
�i78 54 478.20 1 1.00%
_I=W
I
E 6 I .
VV 1.361
6 i
6,41 I „6.52.
_ 5.41 ... - 49.02 . 16'. 1 EC CL-Al
I I
I-.. ..__.._
1
481.50 !`480.90 2 00 °h ' EW -1 EW 1 1 17.28
4', EC -1 CL Al
02 STORMWATER CHANNEL AND UTILITY SUMMARIES
SCALE: NO SCALE
ANHOL D
ASSOCIA TES
LANDSCAPE ARCHITECTS
SITE DESIGNERS
AND PLANNERS
8311 ROCKFISH GAP TRNPK,
GREENWOOD, VIROINA 22943
MOBILE: 434, 882.3420
VoicE/FAx.' 540.456, 6422
DANHOLD@NUGHES. NET
ANHOLDLA. COM
f „gin
C) C\,j
C
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V
1
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Lu Cr
ce-
`V
Lo u
Joe No,:
tiJ
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LL
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DAVID T. ,ANHOL
CERTIFICATE NO.
000311
��Nll3CAP�, �
DATE:
OCT. 14, 2011
REVISION:
MARCH 4, 20.13
JAN. 20, 2014
ARB REVISIONS
SCALE
AS No T ED
SHEET TITLE;
S}TE DETAILS
SHEET NO.:
S -3
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