W912ES20Q0003 Appendix A and B.pdf

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APPENDIX A

EJ- Expansion Joint CJ- Construction Joint

I A-

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JOINTS TO RESEAL ------- ·

TYPICAL CONSTRUCTION (CJ)

JOINTS TO RESEAL · · · · · · • ·

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1. Ul<lESS OTHERWISE NOTED, UNI rs SNOWN ARE IN IIILLIIIETERS,

2. &LL ELEVATIONS ARE IN METERS.

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EJ - Expansion Joint w/ Steel Plate EJ- Expansion Joint CJ- Construction Joint

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1. UNLESS OTHERWISE NOT(O. UNI rs SHOWN ARE IN IIILLIIIETCRS.

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EXPANSION JOINT

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APPENDIX B

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NOTES:

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2, ALL ELEVATIONS ARE IN METERS,

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100 CL.

(TfYP.)

100mm EXTRUDED

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600mm F1L TER TYPE 2

300mm FILTER TYPE

12 649

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IN 2 -U /S SECTIONS,

•25 C> 150

•22 Q 300

• 29 o 300

, • 25 ~ 150

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152mm DlA. PVC DRAINAGE J

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35 162

VENT PIPE IN

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(SEE SHEET 40/052)

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UNDER VIALL BEYOND

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EXISTING EMBANKMENT - -

SECTION

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SCALE• 1•50

BLANKE T DRAIN

12 649

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: COUPLING

~ EL. 322.783

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2, ALL ELEVATIONS ARE JN METERS,

TYPICAL REINFORCEMENT

IN D/S SECTION,

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EL. 318.30

9 551

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300mm FIL TER TYPE 1

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152mm

254mm DIA. PVC DRAINAGE PIPE

• 13 0 300 (TYP.)

NOTE,

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•13 DOWELS O 300 O.C.

WI STD. 90 DEG. HOOKS

(460 MIN. EMBEDMEN T

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VENT PIPE IN WALL BEYOND \ :y• \ ; j i

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100mm EXTRUDED POLYSTYRENE

600mm FILTER TYPE 2

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300mm FILTER TYPE 1

UNDER VIALL BEYOND

BEYOND

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W/0 SLOTS <THRU GRADE BEAM) <TYP.l

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BETWEEN END OF DOWEL AND

ENO OF PVC SLEEVE. 150 635 OR 460

EXTEND •13 BARS

200 BEYOND C.J. <TYPJ

-0 _ 152mm DIA. PVC DRAINAGE

PIPE W/0 SLOTS

. UNDER WALL BEYOND

BEAM BEYOND

152mm OIA.

SLO TT ED PVC

DRAINAGE PIPE

152mm DIA. PVC

DRAINAGE PIPE

W/0 SLOTS

MIN, CL

PACK AROUND 152mm DIA.~

PIPE WITH JOINT FILLER

(TYP. BOTH ENDS OF

254mm DIA. PIPEl

DETAIL

DRAINAGE PIPE

SCALE• N.T.S

1000mm 0

2l0

3m

• us Anrri c.,,.

of lnglnNFI St. PaulOlstrict t g u

II) .,

"' 0 N

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<I t-

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SCALE, 1:20 NOTE,

LA ______ ...... _______ B ________ ._ ______ c ______ ...,.1 _______ o ________ ;_~_i_~_~_l;_r_~_;_s_J_:_:_,:_T_ER_AL_B_E_AM_J_◊_IN-TS--O~N-LY ______ F ______ _,J _______ ~------s~o-1_:_~_"l_""_l"_"'_'"_s_:_:_D_::~,_:_. ___ ....,_...,.1 _______ __, Drawing number:

lm R6-L-PK-I 40/074 i SHT ◄i OF 73 s co

I

Figure 8 s·-------------c·-------------o,------....... ------E,-------,-------F------...... ------G------....... ------H1-------.-~==========~-

511 1219

FLEXIBLE SLAB 1

100mm EXTRUDED

POLYSTYRENE

600mm

TYPE 2

300mm

TYPE 1

152mm DIA SLOT~~~-yj----- -- - - - ._:· •

PVC PIPE .

BOTTOM OF

GRADE BEAM • 29 ~ 150

• 22 e 150 •

EL.

TYPE B

MONOLITHIC

CHUTE SLAB

CJ

24 887

CAST-IN-PLACE SAFETY CAP

OU TLET

__________ T ________ L r-·-----

18 898

25 200

I

SECTION

MONOLITHIC CHUTE SLAB

SCALE, 1,50

152mm DIA. DRAINAGE

PIPE W/0 SLO TS INSIDE

254mm DIA. PVC PIP E

W/0 SLOTS

EL. .>17.788

FILTER

FILTER

50mm EXTRUDED

POLYSTYRENE

600mm

TYPE 2

300mm TYPE l

EL.

- -CJ

i

I 152mm DIA PVC DRAJNAGE PIPE ~

W/D SLOTS ~ 16 459 o.c. I 254mm DIA. PVC PIPE W/0 SLOTS

1 i94

EJ : EXPANSION JOINT

CJ ~ CONSTRUCTION JOJNT

I (TYP.)

• • • l.

1 194

1 549

EL. 310.168

NOTES:

1. UNLESS OTHERWISE NOTED, UNITS SHOWN ARE IN MILL ! METERS.

EJ

TO POINT OF

TANGENT

50mm EXTRUDED

POLYSTYRENE

600mm FILTER

TYPE 2

2. ALL ELEVATI ONS ARE I N METERS.

EL. 307.421

'if' EL. 310.164

'----- -'11------'---'-----L--I--~_-:_;_,~~-~;---~ _:_~ ~.¼.'.:cf :.ti"

W/0 SLOTS

254mm DIA PVC

PIPE W/0 SLO TS

PACK AROUND 152mm DIA. PIPE

WITH JOINT FILLER (TYP,

80TH ENDS OF 254mm DIA, PIPE)

DETAIL

TYP, PVC PIPE IN CONCRETE

SCALE• 1,10

1000mm 0

500mm 0 !11 11!1111 h111l111 1l 11 ul

3m

1•50 SCALE

_1m I

,1

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Q, " "' lO ~ , N

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~DETAIL,____~

CONSTRUCTION JOINT

SCALE• "20 . A,_. _____ ..._ _____ s, _____ __,, _____ _

SCALE: 1,20

1,20 SCALE

200mm 0 0.5m clllwllwlll-'"ldw.llwll!wl!IJJ.l/~--'-- -1'--'---'---!

"10 SCALE

Drawing number:

R6-L-PK- ~

40/075 5 _______ ...... ______ o, ______ ..... ______ E ______ _._ ______ F ______ ..... ______ G, ______ ...._ ______ ,~ ______ .__s_H_r_4_&_oF __ u_~;

D ;:..E;:..T;.;;.Al;;:;Lc.-________ 06

Figure 9 l

. A-------,-------9-------------c-------,--- ----0-------,--- - ---E-------,-------F------..------ -G------..-------H

NOTES ;

PRECAST

SAFETY C/>P

EL . 334.970 ~

4 464

/>PPROACH WALL B

7 540

/>PPROACH WALL A

EJ IN WALL

AND SLAB

EXISTING~ -------

EMBANKMENT )...•· · •

RIPRAP

6 285

SIDEWALL

EJ IN WALL

UPS TREAM

$LAB

EL . 326.989

EL. 325.923

EJ IN WALL

AND SLAB

4 742

11 284

SIDEWALL 2

FENCE GROUNDING~

ROO !EACH !sDEl !

EL. 332.625~

EJ IN WALL

ANO SLAB

12 649

SIDEWALL J

1 830 HIGH CHAIN LINK FENCE

!SEE SHEET 40f0.86 FOR DETAILS)

EL . 325.953

CONCRETE ENCASEMENT FOR

ELECTRICAL PULL/SPLICE BOX

ON OU TSIDE OF WALL - TYP.

!SEE SHEET 40/084 FOR DETAILS.I

CJ IN WALL

AND SLAB

EL. 328. 209

1. UNLESS OTHERWISE NOTED, UN ITS SHOWN ARE IN MI LLIMETERS.

2, ALL ELEVATIONS ARE IN METERS,

22 513

SIDEWALL 4

12 649

1m WIDE ACCESS GATE

EACH SIDE OF SPILLWAY

EJ IN WALL

ANO SLAB

9 864

EL. 325.915

r 152mm DIA. VENT DRAINAGE PIPE

W/0 SLOTS C! SIDEWALLS

CJ IN WALL

AND SLAB

Ml liliil UI """'Corpe of lnglnnrs St. Poul District

0 ..

0.

L

" <1"> 0

N

..J

\2 s m

EL.324.764~ ~

8 391

EL. 3 18.181

EL.

SHEET PILE

CUT - OFF WALL

SIDEWALL 4 - WALL REINFORCEMENT

SIDEWALL 5 - SLAB REINFORCEMENT

8 473

CJ IN VI ALL

16 496

SIDEWALL 5

SECTION

LEFT WALL EL EVAT ION

SCALE, 1'100

8 0 23

CJ IN WALL

EL.

EJ IN WALL

ANO SLAB

10 668

152mm DIA. PVC DRAINAGE PIPE

W/0 SLO TS - UNDER WAL LS

21336

SIDEWALL 6

CJ IN WALL

10 668

CAST · IN-PLACE

SAFTEY CAP

/ EXISTING EMBANKMENT

__ 4 _EL. 3 19.992 __ T ___ u 1 ___ ____________ _ -- -------------_1 _____ ------- ----- -----------

L _I

STILLING BASIN

SLAB

EL. 314 .554~

rEXIS TING rnBANKMENT

BL ANK ET DRAIN

EL.

CAST WITH WALL

EL. 319.583

~ EL. 307 .955

SECTION

CAST- IN-PLACE SAFE TY CAf>

SCALE, 1,10

- • 10 BARS

• 130460 f a "' >- <t

<(C, 3= _J J:

_J f

- o:

n.o v,z <t 0.

0::

WW

DO::

:i:

"' 0::

<t n.

_J

_J

Q_ i :,, 4 .,,.

1 woo~ o L N_OTE: l,111,011111 11111111 I I 5m

1'100 SCALE

SECTION (CONTINUED> EJ ~ EXPANSION JOINT R6-L-PK- ~

C C C 200mm 0 0.5m 4,H081 -J LEFT WALL EL EVA TJ ON J = ONS TRU TION JO I NT 111 11111 1111111 111111 I I I UI ' CO

SCALE, 1'100 O C E

1,1 S AL SHT 52 OF 73 ,(h A ______ ..._ ______ s ______ _._ ______ c _____________ o ___________ .,....._E ______________ _ F ______ _._ _ _____ G _____________ H ___________ ____ <(

I Drawing number:

FINAL_SOW_30JULY2019n2
HOMME_DAM_JOINT_REPAIR_FINAL_SOW_26JULY2019
FINAL_SOW_26JULY2019.pdf
SOW Sheets
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File details come from the government source that posted it. Updated .