HomeMy WebLinkAboutS-20291515" CPEP
57UBOUT
(2' TYP.)
EXIST. CHANNEL
I
�bo
^ \ F
6" - 8" QUARRY SPALLS
LIGHT LOOSE BOULDER CLUSTER
6" DRAIN PIPE WHERE SHOWN RIPRAP, DEFLECTOR
(LENGTH AS NOTED) (3 TON) (SEE NOTE BELOW)
1
NOTE:
THE CONTRACTOR MAY REMOVE BRIDGE DECKING
AS REOUIRED TO PLACE CONCRETE. ANY DAMAGE
TO THE BRIDGE SHALL BE REPAIRED AT THE
CONTRACTORS EXPENSE.
ROAD WIDTH DISTANCE - t-UH t-UU/ING I g I ABUTMENT
1 I VARIES ! VARIES
1 I i
�, I I
i I
NTS
D INLET MIN. 6" - 8" QUARRY SPALLS ROADWAY
10-2 GRATING 2`-6" MIN. COVER (SEE PLANS FOR SURFACE IMPROVEMENTS)
6" (TYP.)
CHANNEL BANK STABILIZATION
EXISTING
o �-�•�- K- ^;r :-,: a -•[ -w- (WHERE SHOWN)
GROUND
.~-..
S _
`a WATER SURFACE
EXIST. (ELEV.VARIES)
— _ _ _ _
CHANNEL
INVERT - -, _
15" CPEP
15 "CPEP EXTEND SPALLS INTO
TYPE l CATCH BASIN (LENGTH AS REO'D) STREAM CHANNEL — — -
S = 0.0300 (MIN) p----------------
NATIVE (IF SUITABLE) EXTEND CULVERT THROUGH BANK STABILIZATION
OR IMPORTED TED GRANULAR NULAR BORROW CUT -OFF TO MATCH SLOPE OF BANK
SECTION
NTS
NOTES.'
1. PROVIDE ENERGY DISSIPATION AT CULVERT OUTFALLS
(I.E. LARGE COBBLE OR SMALL BOULDER). ALSO. TO PREVENT
"SHOT-GUN" EFFECT ON OPPOSITE BANK. LARGE BOULDER
CLUSTERS SHOULD BE PLACED IN CHANNEL AS NEEDED.
2. INSTALL 15" CPEP 6" ABOVE INVERT OF TYPE l CATCH BASIN.
3. TOTAL DEPTH OF TYPE 1 CATCH BASIN IS 3' -61:
4. WHERE DIRECTED ANGLE CROSS CULVERTS DOWNSTREAM A CULVERT
(TO AVOID IMPACT TO THE OPPOSITE BANK). VAR W/ CATCH BASIN
lUBMITTED WARNING
O VZ I
PROJECT ENGINEER R. C. E. NO. DA -.E
IF THIS BAR DOES
NOT MEASURE IS
4 -CEfiC OFT THEN DRAWING
MONTGOMERY WATSON
NOT TO SCALE.
NATIVE
z
$ACKFILL
EXCAVATION LIMIT
2
zz- zs BASEROCK
10
l2 "(MIN
THICKNESS)
VAR I REPAIR
2'
4'
(MIN)
EXIST. WOODEN BRIDGE
NON- SHRINK GROUT
12" #5 a 12" O.C. E.F_
3 #4 @ 12" O.C.
#5 DOWEL
CENTERBULB WATERSTOP N
(CONT. AROUND FOOTING)
k - - CHANNELFLOWL
— / �
N
#5 E.W.
#5 DOWEL 24 "L
3' -0" (MIN)
LIGHT LOOSE
RIPRAP
TOPSOIL 4" (MIN. THICKNESS)
ROCK GROIN
(MADE W/ 3 MAN TO 5 MAN ROCK)
3
VARIES
WATER SURFACE - NORMAL HIGH WATER
( V. VARIES)
(ELEV. ,
QUARRY SPALLS (6" - 8")
IN FRONT AND UNDER ROCK GROIN
-------- O�A\ \Vii
QUARRY SPALLS
NOTES (2" - 4") SECTION
/. EACH ROCK GROIN INCLUDES APPROX.80 TONS OF ROCK. NTS
2. THE BASE DIMENSIONS OF THE ROCK GROIN SHALL BE APPROVED ROCK GROIN
BY THE ENGINEER PRIOR TO CONSTRUCTING THE ROCK GROIN. C CITY OF REN T ON
VAR
DEPARTMENTS OF PUBLIC WORKS
W HONEY CREEK INTERIM REPAIRS
RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS WWP -22 -2029 CIVIL DETAILS - 2
SEE ORIGINAL CONTRACT DRAWINGS
FOR SEAL AND SIGNATURES R
A
PLN EVIEW DATE DESIGNED: DATE: 5/93 FILE NAME:
9-24-93 DRAWN:
WASTEWATER UTILITY DATE RD RECORD DRAWING DPA JEB 9 -2e -93 CHECKED: SCALE: AS NOTED FIEF BOOK: PAGE:
NO. I REVISION I BY I APPR. DATE SHEET: C -IS OF:-
1 „
EXIST. GABION BRIDGpp`
i I
1 �
i ! I
o00.
i
I
�
CONCRETE
o
---------- - - - - -- ----- - - - - --
- - - - --
- — — — -------------- - -- -- --- -----
— — — — — — — — — — — — — — — — — — — — — — —
—
Q
\
REFERENCE NOTES: ! 5
Tn
W
N
/O CLEANOUT ALL LOOSE MATERIAL UNDER THE EXIST. GABION.
O USE ROCK AS FRONT FACE OF FORM WORK.
1 I u
O3 USE STANDARD FORMING FOR THE VERTICAL FACES
1 'I
9
O PLACE 3" THICK BASE OF TOP COURSE KEYSTONE
9
1
AS FOUNDATION FOR NEW CONCRETE ABUTMENT.
1 I
! 1
(5 HAND EXCAVATE AS REQUIRED TO CLEAN OUT AREA
ROAD WIDTH DISTANCE - t-UH t-UU/ING I g I ABUTMENT
1 I VARIES ! VARIES
1 I i
�, I I
i I
NTS
D INLET MIN. 6" - 8" QUARRY SPALLS ROADWAY
10-2 GRATING 2`-6" MIN. COVER (SEE PLANS FOR SURFACE IMPROVEMENTS)
6" (TYP.)
CHANNEL BANK STABILIZATION
EXISTING
o �-�•�- K- ^;r :-,: a -•[ -w- (WHERE SHOWN)
GROUND
.~-..
S _
`a WATER SURFACE
EXIST. (ELEV.VARIES)
— _ _ _ _
CHANNEL
INVERT - -, _
15" CPEP
15 "CPEP EXTEND SPALLS INTO
TYPE l CATCH BASIN (LENGTH AS REO'D) STREAM CHANNEL — — -
S = 0.0300 (MIN) p----------------
NATIVE (IF SUITABLE) EXTEND CULVERT THROUGH BANK STABILIZATION
OR IMPORTED TED GRANULAR NULAR BORROW CUT -OFF TO MATCH SLOPE OF BANK
SECTION
NTS
NOTES.'
1. PROVIDE ENERGY DISSIPATION AT CULVERT OUTFALLS
(I.E. LARGE COBBLE OR SMALL BOULDER). ALSO. TO PREVENT
"SHOT-GUN" EFFECT ON OPPOSITE BANK. LARGE BOULDER
CLUSTERS SHOULD BE PLACED IN CHANNEL AS NEEDED.
2. INSTALL 15" CPEP 6" ABOVE INVERT OF TYPE l CATCH BASIN.
3. TOTAL DEPTH OF TYPE 1 CATCH BASIN IS 3' -61:
4. WHERE DIRECTED ANGLE CROSS CULVERTS DOWNSTREAM A CULVERT
(TO AVOID IMPACT TO THE OPPOSITE BANK). VAR W/ CATCH BASIN
lUBMITTED WARNING
O VZ I
PROJECT ENGINEER R. C. E. NO. DA -.E
IF THIS BAR DOES
NOT MEASURE IS
4 -CEfiC OFT THEN DRAWING
MONTGOMERY WATSON
NOT TO SCALE.
NATIVE
z
$ACKFILL
EXCAVATION LIMIT
2
zz- zs BASEROCK
10
l2 "(MIN
THICKNESS)
VAR I REPAIR
2'
4'
(MIN)
EXIST. WOODEN BRIDGE
NON- SHRINK GROUT
12" #5 a 12" O.C. E.F_
3 #4 @ 12" O.C.
#5 DOWEL
CENTERBULB WATERSTOP N
(CONT. AROUND FOOTING)
k - - CHANNELFLOWL
— / �
N
#5 E.W.
#5 DOWEL 24 "L
3' -0" (MIN)
LIGHT LOOSE
RIPRAP
TOPSOIL 4" (MIN. THICKNESS)
ROCK GROIN
(MADE W/ 3 MAN TO 5 MAN ROCK)
3
VARIES
WATER SURFACE - NORMAL HIGH WATER
( V. VARIES)
(ELEV. ,
QUARRY SPALLS (6" - 8")
IN FRONT AND UNDER ROCK GROIN
-------- O�A\ \Vii
QUARRY SPALLS
NOTES (2" - 4") SECTION
/. EACH ROCK GROIN INCLUDES APPROX.80 TONS OF ROCK. NTS
2. THE BASE DIMENSIONS OF THE ROCK GROIN SHALL BE APPROVED ROCK GROIN
BY THE ENGINEER PRIOR TO CONSTRUCTING THE ROCK GROIN. C CITY OF REN T ON
VAR
DEPARTMENTS OF PUBLIC WORKS
W HONEY CREEK INTERIM REPAIRS
RECORD DRAWING REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS WWP -22 -2029 CIVIL DETAILS - 2
SEE ORIGINAL CONTRACT DRAWINGS
FOR SEAL AND SIGNATURES R
A
PLN EVIEW DATE DESIGNED: DATE: 5/93 FILE NAME:
9-24-93 DRAWN:
WASTEWATER UTILITY DATE RD RECORD DRAWING DPA JEB 9 -2e -93 CHECKED: SCALE: AS NOTED FIEF BOOK: PAGE:
NO. I REVISION I BY I APPR. DATE SHEET: C -IS OF:-