Drawing_Sheet_S-301_-_Amd_0002.pdf

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In c r e a s e

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%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

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-B -0

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CERTIFIED FINAL - READY TO ADVERTISE

GENERAL NOTES

P K

F Y

A M

S -3

.d g n

2'-0"1'-0"

RIPRAP OR STONE FILL

EXISTING GROUTED ARMOR STONE,

EXISTING TIMBER PILE (TYP)

+7.0'

E1

CO101

"=1'4

SCALE:

S-301

PILE (TYP)

EXISTING TIMBER

(TYP)

EXISTING TIEROD

MONOLITH

EXISTING CONC

OPTION 2 SPLASH STONE

5'-0"

OPTION 2 STONE FILL

-29.5

SSP C

L

0.0 L.W.D. = 577.5

-10.0 (SEE NOTE 2)

TO SUPPORT SLAB

CONC AS NECESSARY

REMOVE APPROX. 6" OF

EXISTING CONC MONOLITH

BOND BREAKER

REINFORCED CONCRETE CAP WITH

OPTION 2 6" THICK 5' WIDE

SHEET PILE

ANGLE CONTINOUS, BOLTED TO

OPTION 2 8x8x1/2 50ksi STEEL

3'-0"

OPTION 2 SECTION C

EXISTING TIMBER WALER

A1

CO101

"=1'4

SCALE:

STONE, RIPRAP OR STONE FILL

EXISTING GROUTED ARMOR

0.0 L.W.D. = 577.5

-10.0 (SEE NOTE 2)

TO SUPPORT SLAB

CONC AS NECESSARY

REMOVE APPROX. 6" OF

EXISTING CONC MONOLITH

EXISTING TIMBER WALER

EXISTING TIMBER PILE (TYP)

-29.5

EXISTING SSP WALL IS 6 FEET LWD.

ELEVATION OF THE TOP OF THE

FROM STA. 12+00 TO 17+00 THE

EXISTING SSP WALL IS 7 FEET LWD.

ELEVATION OF THE TOP OF THE

NOTE: FROM STA. 5+00 TO STA. 12+00 THE

+ 6.0' OR 7.0' SEE NOTE

VARIES 13' TO 20'

5'-0"VARIES 13' TO 20'

SSP C

L

3'-0"

TO -9.0 FEET LWD SEE CONDITION SURVEY SHEET RS402.

2. LAKE BOTTOM ELEVATION VARIES BETWEEN APPROX +2.0 FEET

CANADA

ABOVE MEAN WATER LEVEL, IGLD 1985), AT RIMOUSKI, QUEBEC,

1. ELEVATIONS SHOWN REFER TO LOW WATER DATUM (577.5 FEET

SECTION D

OPTION 2 SSP, SEE SPECIFICATION SECTION 31 41 16

REQUIRED STA. 15+20 TO 17+04

OPTION 1 STA. 12+00 TO STA. 15+20

*OPTION 2 STA. 9+65 TO STA. 12+00

BREAKER

CONCRETE CAP WITH BOND

*6" THICK 5' WIDE REINFORCED

PILE

CONTINOUS, BOLTED TO SHEET

*8x8x1/2 50ksi STEEL ANGLE

*STONE FILL

*SSP, SEE SPECIFICATION SECTION 31 41 16

SPOILS

FROM DREDGING

*PLACE SAND FILL

*SPLASH STONE

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N S

EXISTING WAKEFIELD SHEETING

EXISTING WAKEFIELD SHEETING

STA. 5+00 TO STA. 9+65

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