HomeMy WebLinkAbout1998 - Culvert Plan, Sections & Notes April 15Igo
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#5 BARS AT 8 O.C.
EACH WAY B
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„ PROPOSED 6'-0" CO RETE U 8
PROPOSED 25 -0 CONCRETE HEADWALL HEIGHT At )ITION
WINGWALL ADDITION AT 45'
_PROPO QED 25-0 CONCRETE 4 "
WINGWALL ADDITION AT 45' o
EL. = 26.42 r
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NW N
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T' D 5 0 0 A
i _
L - 0.
i 4' WIDE CONCRETE AL YP A JD3':zw 0
SIDEWALK EACH SIDE F=r 6,X� p
ADD 5 DOWELS EXISTING 60"0 RCF c� N
AT 8' 0. C. 1 :2to :2> II
�o _ l _j 0
OYI
.
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.,-- 1 65 TIE TO EXISTING
21.65 1.60
30'
EL. _= 13.25' Bl
EL. = 11.25
C f 21.7
EXISTING 40LF 0FN(,.
� RCP
W/ CONCRETE HEADWALtS� i � �- EXISTING 32'-0" CONCRETE E INV = 13:00 ®� HEADWALL U
EXISTING DITCH I i W INV = 13.50 .e z
GRADE TO DRAIN BETWEEN (
ROAD AND SIDEWALK
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21.85 i 1.98 21.75 1A0
RECONSTRUCTED HEADWALL DET A
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i i 1 m
., N TS
N
EXISTING DITCH LL
Q 5
.70 M
ICD
_ > ® Qr
i I 10® z a 0
211.6 3/4" CHAMFER w
I 21.6
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PROPOSED 6'-0" CONCRETE � '� � �
1. 5 HEADWALL HEIGHT ADDITION v�, 4 ItM
i AND 25' WINIGWALLS AT 45' EL 26:42 o w Z 4 (SEE DETAIL) T NEW WALL m 0 LL
21.65 c� z
•
z c IC
I
. I i
10 ' ppyy��
•
CLR (�
i CONTOURS EXISTING PRIOR
i TO SUBDIVISION CONSTRUCTION 0
- o EL = 26 42' 3/4" CHAMFER
I - LL TYP. AT CORNERS
mill 7— E Z
5 BARS AT 8" O,C. VERTICAL
EXTEND HORIZONTAL BARS 3'-0" •
o ..: INTO 45° WING :WALLS
i i • 4 #4 .CONY. BARS
i ) I EL 21.85
I I
T/SIDEWALIK
o #5 BARS AT 12" O,C,
EL. = 20,42 i VERTICAL EACH FACE
/ 4I
I 'cXIJTIIvG WALL ,
DOWEL 12 :INTO HEADWALL
AND EPDXY GROUT EACH
— — 5 DOWEL BAR
CULVERT PLAN N 2 #5 BARS AT 12" O.C. uj
HORIZONTAL
1" 20'-0"
n
• •
EXISTING HEADWALL
EL = 21. 0' SIDEWALK
AND RCP (TO REMAIN) — —
3''
#5 BARS AT 24"
L RI HT -OF -WAY RIGHT-OF-VYAY
EL, = 13.25' SHORT WAY TOP
cc
80 R/W — — -EL
— I TO, OF F JTING
21 ' 4' 4' 1 1 ' 1 1 ' 4' 4' 21 I —I —_ N
4 #5 BARS LONG WAY
o
ALTERNATE DIRECTION
I
22' 1 N 2`-0" 10 1'-2' OF HOOKS
PROPOSED HEADWALL 11
EXTENSION W
EL. = 26.42' 4'-0"
EXISTING ROADWAY`
22.2 21 0
c
21.98 21.9 SECTION 1—
B
1:8 SECTION C- C Q
21.8 2 5
NTS o
NITS
-0.4 0
21.7 EL, - 2 2
1.75 I
PROPOSED SIDEWALK uj
EXISTING 60'¢ RCP
EL. = 13.25'
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— — — — — — — — — — — —
'
NOTES: Ix 'Ql1. CONCRETE STRENGTH f'c = 4,000 i 0 psi WITH
4"f 1" SLUMP .® UP)
2, STEE
L GRADE 60 PER ASTM A615. J W0
U
3. SAFE SOIL BEARING PRESSURE VALUE OF cr_
2,000 psf AND COMPACTED TO 98% w
MODIFIED PROCTOR. Of
SECTION
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