HomeMy WebLinkAboutS1.02 Culvert Details Ln
w N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C) L.f)
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
1
d
#5@18" OC (M) � 0� r-
PARALLEL TO BARREL WALLS m o - FILL AND ROADWAY
� J
o zz PAVING. SEE CIVIL z
#5 @ 12" OC (M) g u- DRAWINGS �
a
SEE NOTE 5 _ Q o '�
N�Lu
U
T.O. SLAB = 2656.00
- - _— _ - - 0 V/
Lu
-
e . • ° • • • • • .= • d • . ° • #6 @ 6" OC M PER DETAIL 3 S1.02 z
d
e °
°
e
0
kD
w 0 N J z
• • U • •
6" #5 @12" OC (M)
PERMISSIBLE CONSTRUCTION CONSULTANT:
#5 @ 12" OC (M) 2" 2" JOINT LOCATION
PARALLEL TO BARREL WALLS CLEAR CLEAR
#9@6" OC (M)
SEE NOTE 5
#5@18" OC
1O 22'-0" #6 @12" OC
bo
• • • • 1 2" x 4" x CONT. KEY WAY TYP
0
0"
#6 DOWELS
@12" OC
FLOW LINE _ -26_49.40
p VERIFY W/CIVIL
e d DRAWINGS APPROVED STRUCTURAL
BACK FILL PER SOILS W
REPORT
- a 0
CANAL LINING BY tie
OTHERS o o #7 @ 12" OC m
NOTES: o 0 0 0 o W
TO F - 2647.50 1. CULVERT REINFORCING IS SYMMETRIC ABOUT CENTER LINE. _ e
�,; •
2. STAGGER LAP SPLICES 3'-0" MIN SUCH THAT NO MORE THAN 1/2 OF THEvi
REINFRORCING IS LAPPED AT THE SAME LOCATION.
3. (M) - INDICATES MMFX MICROCOMPOSITE REINFORCING TO BE USED IN DECK
#7 @ 12
" OC CONT
AND HEADWALLS. tie
4. DO NOT REMOVE CULVERT SHORING UNTIL HEADWALL HAS BEEN PLACED AND < ~
THE CONCRETE HAS ACHIEVED f c= 4000 PSI. a J + J
• • • i6
5. PLACE MAIN DECK REINFORCEMENT PARRALLEL TO THE SKEW. U
U � �
O w
4'-0" 1 2'-8" 1'-4" zLOU
a 0
8'-0" 8'-0"
0
N
1 CULVERT SECTION w ^ � o � -V �No
Z�J
SCALE. 3/4" = 1'-0" = o CO o v a g
QH � pN � two
REF SHEET: S1.01 rn a i =Lij o
pzU-Jwz F� -C) mz,
LnQ .O O o>
Lu 2 ,Niunm0- 7 z wd
ago
Z
ai
C7
N
M cr
u
LU�(2) #5 EF (M) a
fill
TOW_ _ _ _ _ _ _ _ _
�1 ON SHEET S1
II U
J
�? #5 @12" OC EF (M) EAST HEADWALL
#5 @12" OC EF (M) WEST HEADWALL L
G
ai
Ln
'o
m
— - T.O. CULVERT
PROFESSIONAL SEAL
FINISH GRADE AT #6 @ 12" o SS�O FN
11 OC ENS
( �� �CENSF�
#5 @16 OC EF (M) BACK OF SIDEWALK
a� F�
SEE CIVIL DRAWINGS. TYPICAL REINF. IN
CONSTRUCTION JOINT V) 1,-0„ WALL OR SLAB 2214
OF\oP�o ti5
� TT C AR�'�A3
#6 @12" OC
(4) #5 @6" OC (M)
#5 @18" OC (M)
#5 @12" OC (M) L - REVISION: DATE:
TOD = 2656.00 1�-0�� M 1 2025-01-10
DRAWN BY: CHECKED BY:
#9 @6" OC (M) j
T.O. FOOTING SD BDC
�o w — - B.0_FOOTING T'
u 2" DESIGNED BY: JOB NUMBER:
`V 30" LAP SPLICE OF BAC A24-170
2. HORIZ REINFORCING
(7) #7 @3" OC (M) 1'-0" CULVERT DETAILS
WALL
2 HEADWALL SECTION 3 CULVERT EXTERIOR SIDE VIEW 4 CONSTRUCTION JOINT DETAIL
SCALE: 3/4 = 1 -0 SCALE: 3/4 = 1 -0 SCALE: 3/4 = 1 -0 Slm
REF SHEET: S1.01