HomeMy WebLinkAboutS-2029292 --% "ANCHOR BOLTS
TYP EACH SIDE OF ABUTMENT EXIST WOODEN BRIDGE
REMOVE EXISTING GABION 3' -0"
BRIDGE ABUTMENT \ MIN.
LIGHT LOOSE��V
6" DRAIN PIPE WHERE SHOWN RIPRAP. DEFLECTOR CLUSTER NOTE \ I L
(LENGTH AS NOTED) l3 TON) (SEE NOTE BELOW) / THE CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING ----- — - - - - - --
BRIDGE DECKING AS REQUIRED TO PLACE CONCRETE. ANY DAMAGE
TO THE BRIDGE SHALL BE REPAIRED AT THE CONTRACTORS I ° �� ., NON - SHRINK GROUT
15 CPEP 1 v EXPENSE
(��p 1 I °
1 2 MATCH ABUTMENT WIDTH WITH EXISTING BRIDGE. I ° • -6 @ 12" O.C. E.F.
I °
EXIST. CHANNEL ! 3 DRILL EXISTING BRIDGE BEAMS AS REQUIRED FOR ANCHOR BOLTS 1 ° 3 a5 12" O.C.
1 I °
1 I I I °•
411
•
CENTERBULB WATERSTOP
i ° • ° (CONT. AROUND FOOTING]
-o
° -- - - - - -- CHANNEL FLOWLINE
�` �- -- - - -- - - - - -- — i - - - - -- - ------------ p -
1 - - - - -- --------- L----- - - - - -- \ / ° ° O
j W \ o �/ ° ° e 0 �" o
to
\ \ "� 3' -0v ° ° /2" p / s6 DOWEL TYP 24 f L
\I I \ 18"
1 0 \ 2
6" - 8" QUARRY SPALLS V
3' 1 I I REFERENCE NOTES \ o
j ROAD WIDTH ! DISTANCED CLEANOUr ALL LOOSE MATERIAL UNDER THE EXIST. GABION. 3' -0" (MIN)
VARIES I VARIES O USE ROCK AS FRONT FACE OF FORM WORK (FOOTING ONLY) #6 8 "E.W. E.F. LIGRIPRAPSE
! 4
I USE STANDARD FORMING FOR THE VERTICAL FACES
I I
j G PLACE 12' THICK BASE OF CRUSHED SURFACE BASE COURSE
v AS FOUNDATION FOR NEW CONCRETE ABUTMENT.
O EXCAVATE AS REQUIRED TO CLEAN OUT AREA B CONCRETE ABUTMENT
PLAN _ FOR FOOTING IVARI
NTS
TOPSOIL 4" (MIN. THICKNESS)
D INLET MIN. 6" - 8" OUARRY SPALLS ROADWAY ROCK GROIN
C -l5 GRATING (SEE PLANS FOR SURFACE IMPROVEMENTS) (MADE W/ 3 MAN TO 5 MAN ROCK)
CHANNEL BANK STABILIZATION � O O 3
EXISTING — - (WHERE SHOWN)
GROUND_
VARIES
NATIVE
t:__::is::r_;:;�._��;i'�i^ =�:F` �• � ?_ Z �
BACKFILL
WATER SURFACE - NORMAL HIGH WATER
`\� :.'• :i'':z "ir' =;`i5= <r`' >y�ti �V �
WATER SURFACE � (ELEV.VARIES)
� �o Q
EXIST. (ELEV. VARIES)
CHANNEL
INVERT EXCAVATION LIMIT
%TC�
15' CPEP 15 "CPEP _ EXTEND RIP RAP INTO IN QUARRY P AND UNDER I ROCK GROIN
TYPE 1 CATCH BASIN 2' -6" MIN COVER STREAM CHANNEL
S = 0.0300 (MIN) _ _
— — ¢ x
o O O
(LENGTH AS REQ'D � BASEROCK _ _ _ _ _ _
---------- �S,c�`�/A`�/,fi
NATIVE BACKFILL (IF SUITABLE) � � � �
OR IMPORTED GRANULAR BORROW EXTEND CULVERT THROUGH BANK STABILIZATION
CUT -OFF TO MATCH SLOPE OF BANK o� 0 0
SECTION g g
���[��,/[��//[���� YY���� &ASB
NOTES: NTS THICKNESS) \'Vi(\\C/il\\Z/il\ UNNAVI � "¢
I. PROVIDE ENERGY DISSIPATION AT CULVERT OUTFACES QUARRY SPACES 0"0 (I.E. LARGE COBBLE OR. SMALL BOULDER). ALSO. TO PREVENT NOTES (6" - 8 ") SECTION �Bp1 -9 "SHOT - GUN "EFFECT ON OPPOSITE BANK. LARGE BOULDER ! TONAL CLUSTERS SHOULD BE PLACED IN CHANNEL AS NEEDED. 1. EACH ROCK GROIN INCLUDES APPROX.80 TONS OF ROCK. NTS EXPE 1273-
2. INSTALL l5" CPEP 6" ABOVE INVERT OF TYPE l CATCH BASIN. 2. THE BASE DIMENSIONS OF THE ROCK GROIN SHALL BE APPROVED ROCK GROIN
3. TOTAL DEPTH OF TYPE 1 CATCH BASIN IS 3` -6`: BY THE ENGINEER PRIOR TO CONSTRUCTING THE ROCK GROIN. C IVARI CITY O F R E N T O N
DEPARTMENT OF PUBLIC WORKS
4. WHERE DIRECTED ANGLE CROSS CULVERTS DOWNSTREAM A CULVERT HONEY CREEK INTERIM REPAIRS -PHASE 2
(TO AVOID IMPACT TO THE OPPOSITE BANK). VAR W/ CATCH BASIN
REVIEWED FOR COMPLIANCE TO CITY'S STANDARDS W �V p- 2 2 - 2 0 2 9
CIVIL DETAILS - 2
sueMlrreD WARNING
O V2 I DESIGNED: DATE: 6/94 FLE NAME:
PROJECT ENGINEER _R C. E PLAN REVIEW DATE . KC. DATE DRAWN:
11 THIS NOT MEASURE!'
I RECORD DRAWING -AS BUILT DGP JEB DEC. 22 1994 scALE: AS NOTED FIELD 9001: PAGE:
THEN DRAWING IS WASTEWATER BT tTY DATE
CHECKED:
MONTGOMERY WATSON R. z—:.. NOT TO SCALE. I N0. I REVISION I BY I APPR. I DATE SHEET: C -13 OF: