EDENVILLE 30% DESIGN_PROGRESS 20-10-9_Part3.pdf

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KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

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DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

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DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

A N

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SHEET TITLE

TITTABAWASSEE RIVER

RESTORATION PROFILE

SHEET NUMBER

R-203

L a s t s a v e d b y

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P l o t t e d

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M a n a g e m e n t

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I/R DATE DESCRIPTION

ISSUE/REVISION

TITTABAWASSEE DOWNSTREAM CHANNEL PROFILE

1" = 40'

ROCK RIPRAP DETAIL

NOT TO SCALE

M

I N

2' MIN.

SEE STATION AND OFFSET

POINT SHOWN IN SECTION

EXISTING GROUND LINE

M

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S

RIPRAP TO EXTEND TO

TOP OF BANK OR ELEV.

635 OR WHICHEVER IS

GREATER

SEE NOTE 3

NOTES:

1. RIP RAP SHALL BE 2:1 HEAVY TO PLAIN.

2. ROCK RIP RAP SHALL BE PLACED ON LEFT AND

RIGHT BANK.

3. MDOT HEAVY RIP RAP (HEAVY - NATURAL STONE

OR BROKEN CONCRETE - LENGTH OR WIDTH

MUST BE 16 INCHES (400 MM). RATIO OF 3 TO 1

FOR MAXIMUM TO MINIMUM DIMENSION. HEAVY

PRECAST MUST BE 16 INCHES (400 MM) THICK

AND 20 SQUARE FEET (1.75 M2) SURFACE AREA.

STONE SHOULD BE SOUND, DURABLE ROCK OR

SOUND PIECES OF BROKEN CONCRETE WITHOUT

EXPOSED STEEL REINFORCEMENT.)

4. MDOT PLAIN RIP RAP (PLAIN - NATURAL STONE OR

BROKEN CONCRETE - LEAST DIMENSION MUST BE

8 INCHES (1200 MM). PLAIN PRECAST MUST BE 6

INCHES (150 MM) THICK AND 15 SQUARE FEET (1.5

M2) SURFACE AREA.)

R

EXCAVATED SCOUR

POOL (NOT IN ALL

LOCATIONS)

SLASH

EXCAVATED SCOUR POOL

(NOT IN ALL LOCATIONS)

NATIVE MATERIAL

LARGE WOOD WITH

ROOT WAD, TYP.

10 FT (MIN.)

BELOW SUBGRADE

FINISH

GRADE

ALLUVIAL FILL

BF ELEV

OLW

EXISTING GRADE

LARGE

WOOD

LOG PILE, CUT

AT BF ELEV

2X LOG

DIAMETER (MIN.)

EMBED 1/2 LOG

LENGTH (MIN.)

20% CHANNEL

WIDTH (MAX.)

4.5 FT (MAX.)

6 FT (MAX.)

NOTE: SCOUR POOL EXCAVATION DEPTH

VARIES BY SITE, AND WILL BE DETERMINED

BY GOVERNMENT REPRESENTATIVE AT TIME

OF CONSTRUCTION.

EMBED 1/2 LOG (MIN.)

LARGE WOOD WITH ROOT WAD

20% CHANNEL WIDTH (MAX.)

BANK TOP

BANK TOE

20-100 FT

6 FT (MAX.)

LOG PILE, TYP.

NOTES:

1. LARGE WOOD IS A FIELD SET ITEM, TO BE INSTALLED WITH ASSISTANCE

OF ENGINEER. AT EACH LOCATION, ENGINEER MAY ADJUST

ORIENTATION, NUMBER OF LARGE WOOD PIECES, DEPTH OF

INSTALLATION, NUMBER OF CONNECTIONS, AND BALLAST

REQUIREMENTS AT THE TIME OF CONSTRUCTION.

2.

CU. YD. OF LOOSE PACKED VOLUME SLASH REQUIRED PER LARGE

WOOD OR LARGE WOOD-ROOT WAD PIECE INSTALLED (MAX.).

3. SCOUR POOL EXCAVATION SHALL NOT OCCUR IN LOCATIONS WHERE

CLAY IS PRESENT IN THE CHANNEL BED.

BF ELEV = BANKFULL ELEVATION

OLW = ORDINARY LOW WATER ELEVATION

2-YR FLOOD WATER SURFACE

ORDINARY LOW WATER SURFACE

EXISTING GRADE

5.5 FT

1 FT (MIN.)

CONNECTIONS AT ALL LOGS,

SEE DETAIL 8

10 FT (MIN.)

PACK SLASH

BETWEEN LOG

LAYERS

EMBED 2/3 LOG

LENGTH (MIN.)

SALVAGED

FILL

SET LOGS PARALLEL TO CHANNEL

AT OR BEHIND BANK TOP

LOG, TYP.

LOG PILE, TYP.

LOG WITH ROOT WAD, TYP.

CHANNEL BANK

NATIVE MATERIAL OR BACKFILL

R

SLASH

25-YR FLOOD WATER SURFACE

FRONT 10 FEET OF BACKFILL SHALL BE

SALVAGED GRAVEL AND COBBLE

NATIVE SUBSTRATE

LOG PILE - EMBED 10 FT

(MIN.) BENEATH SUBGRADE

6 FT (MAX.)

20% CHANNEL

WIDTH (MAX.)

EXCAVATED

SCOUR

POOL

FINISH GRADE

FLOW

20-40 FT

3.5 FT AVG.

30-40 FT

6.5 FT AVG.

TYPICAL SECTION

LARGE WOOD CRIB

NOT TO SCALE

R-301

TYPICAL SECTION

HABITAT JAM

NOT TO SCALE

R-301

TYPICAL PLAN

HABITAT JAM

NOT TO SCALE

R-301

TYPICAL PLAN

LARGE WOOD CRIB

NOT TO SCALE

R-301

LARGE WOOD, TYP.

TYPICAL DETAIL

CABLING

NOT TO SCALE

R-301

TYPICAL DETAIL

BOLTED CONNECTION

R-301

TYPICAL DETAIL

CABLING

NOT TO SCALE

R-301

TYPICAL DETAIL

CABLE CONNECTION

NOT TO SCALE

R-301

R

EXCAVATED SCOUR

POOL (NOT IN ALL

LOCATIONS)

SLASH

LARGE WOOD WITH

ROOT WAD, TYP.

EMBED 1/2 LOG

LENGTH (MIN.)

20% CHANNEL

WIDTH (MAX.)

6 FT (MAX.)

20% CHANNEL WIDTH (MAX.)

B

A

K

P

B

A

K

E

20-100 FT

6 FT (MAX.)

FLOW

TYPICAL PLAN

UPLAND FILL LOG AND SLASH COVER

NOT TO SCALE

R-301

LARGE WOOD, TYP.

EXCAVATED SCOUR POOL

(NOT IN ALL LOCATIONS)

NATIVE MATERIAL

10 FT (MIN.)

BELOW SUBGRADE

FINISH

GRADE

ALLUVIAL FILL

BF ELEV

OLW

EXISTING GRADE

LARGE

WOOD

LOG PILE, CUT

AT BF ELEV

2X LOG

DIAMETER (MIN.)

4.5 FT (MAX.)

NOTE: SCOUR POOL EXCAVATION DEPTH

VARIES BY SITE, AND WILL BE DETERMINED

BY GOVERNMENT REPRESENTATIVE AT TIME

OF CONSTRUCTION.

EMBED 1/2 LOG (MIN.)

LARGE WOOD WITH ROOT WAD

20-40 FT

3.5 FT AVG.

TYPICAL SECTION

UPLAND FILL LOG AND SLASH COVER

NOT TO SCALE

R-301

UPDATE PER JASON'S EMAIL

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

R-301

L a s t s a v e d b y

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P l o t t e d

P r o j e c t

M a n a g e m e n t

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I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

RIVER RESTORATION DETAILS

DRIVEN POSTS

STOP LOGS

RIVER

4 - 12 SLOPE DISTANCE

4 - 12 SLOPE DISTANCE

TOP OF RIPRAP

PROTECTION

DRIVEN POSTS

STOP LOGS

3'

TOP OF BANK

SLOPE DISTANCE

(X)

X TO

X

8' LOGS

4'

COMPOST/TOPSOIL/MULCH

MIX COVERED WITH SLASH

LIVE STAKE VEGETATION

1 L

3/4 L

1/2 L

1/4 L

1/8 L

TAILOUT

1/2 L

POOL

1/4 L

3/4 L

1 L

RIFFLE

1/8 L

1/4 L

1/2 L

3/4 L

1 L

58 FT

3.0 FT TO 5 FT VAIRES

LOW FLOW WATER SURFACE

CHANNEL BED

CHANNEL GRADING DETAIL

NOTES:

CONTOUR INTERVAL = 1.0 FT

L = LENGTH OF CHANNEL BEND FROM START TO

END OF RADIUS ALONG CHANNEL CENTERLINE, AS

DEFINED BY THE GOVERNMENT REPRESENTATIVE

AT THE TIME OF CONSTRUCTION

MATERIAL EXCAVATED FROM POOL WILL BE USED

TO BUILD A LATERAL BAR ADJACENT TO THE POOL

CHANNEL BANK TOP, TYP.

PROFILE

SECTION SEQUENCE

PLAN

TYPICAL DETAIL

CHANNEL FINE GRADING

NOT TO SCALE

R-302

F

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2:1 SIDE SLOPES

MAX. POOL DEPTH 3 FT

TOP OF BANK (UNDISTURBED)

NOT TO SCALE

R-302

SLOPE ESTABLISHMENT TERRACING NOTES

1. USING NATURAL, ROUND, HARDWOOD POSTS, STAKE LOGS AND BRUSH ON LOOSE

SOIL SLOPES TO AID IN STABILIZING MOVING SOIL. LOGS COMPRISED OF

UNTREATED PINE BACKING LOGS (PER SPECIFICATIONS) 6" - 8" IN DIAMETER, 8'

LENGTHS, STACKED 2-3 LOGS HIGH, ACCORDING TO SLOPE.

2. STAKE LOG SECTIONS APPROXIMATELY 4' APART ALONG TERRACE.

3. PLACE COMPOST/TOPSOIL/MULCH MIX AND SLASH BEHIND LOGS TO TERRACE

SLOPE, UP TO SECOND LOG. PLACE SLASH ON TOP OF SOIL MIX TO PREVENT

EROSION AND LEVEL SLOPE BEHIND LOGS.

4. SEED EXPOSED SLOPE AREAS WITH ANNUAL RYE.

5. BLOW IN STRAW MULCH FOR FINAL COVER AND SOIL EROSION PREVENTION.

6. SLOPE TERRACING WILL BE PAID FOR BY SQUARE YARD DUE TO VARIATION IN SITE

SLOPES, LOGS LENGTHS, AND AVAILABLE MATERIALS.

TYPICAL PROFILE

FLOODPLAIN LARGE WOOD

NOT TO SCALE

R-302

NOTE:

FLOODPLAIN LARGE WOOD TO BE INSTALLED WITH

ASSISTANCE OF GOVERNMENT REPRESENTATIVE

TO CONFIRM FINAL EXTENTS CONFIGURATION.

TYPICAL SECTION

CASCADE / STEP-POOL GRADING

R-302

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

R-302

I/R DATE DESCRIPTION

ISSUE/REVISION

LEG WIDTH 0.6"

TAPERED TO POINT

STAPLE

THICKNESS 0.4"

WOODEN STAKE AND STAPLES

FABRICATING DETAIL

NOT TO SCALE

2 X 4 STUD CUT

TO 18" LONG

FINISHED STAKES

1 FT MIN.

2 FT MIN.

KEY TRENCH DETAIL

TERMINATION TRENCH

NOT TO SCALE

1 FT MIN.

2 FT MIN.

KEY TRENCH DETAIL

TRANSITION TRENCH

NOT TO SCALE

TOE DETAIL

BIODEGRADABLE FABRICS AND STAKES

NOT TO SCALE

GENERAL NOTES ON SECURING COIR FABRIC

1. SECURE THE OUTER FABRIC (WOVEN, WHERE APPLICABLE), WITH A WOODEN STAKE THROUGH THE

FABRIC ON 3 FT CENTERS (SEE DETAIL VIEW 2)

NOTE: THE HOLES FOR STAKES SHALL NOT BE PRECUT. ALLOW THE STAKE TO BREAK THE MINIMUM

NUMBER OF STRANDS AS IT IS BEING DRIVEN IN. DRIVE STAKES SO THAT 2" TO 3" OF THE TOP OF THE

STAKE IS LEFT EXPOSED.

2. OUTER FABRIC ENDS SHALL BE JOINED BY LAPPING THE UPSTREAM PIECE OF FABRIC OVER THE

DOWNSTREAM PIECE AS SHOWN IN SECTION B-B. OVERLAPS SHALL BE A MINIMUM OF 3 FT, INNER FABRIC

ENDS SHALL BE BUTTED TOGETHER, NOT OVERLAPPED. OVERLAPS SHALL BE STAGGERED FROM LIFT TO

LIFT BY A MINIMUM OF 15 FT.

3. STAKE AND STAPLE SPACING IS DEFINED IN SPECIFICATIONS FOR FES LIFT AND SURFACE FABRIC.

3/4" PLYWOOD

8 FT

F

M

A X

90°

2 FT

TYPICAL DETAIL

STREAM BANK CONSTRUCTION FORM - FES LIFT

NOT TO SCALE

90°

TYPICAL DETAIL

STREAM BANK CONSTRUCTION FORM - FES LIFT

NOT TO SCALE

F

T

3 FT

1.

2.

3. 4. 5.

6.

1 - 1.5 FT

SUGGESTED CONSTRUCTION SEQUENCE

FES LIFT - BOX ENDS

NOT TO SCALE

3 FT

GENERAL INSTRUCTIONS FOR FABRIC ENCAPSULATED LIFTS (FES)

1. BANKS MAY BE CONSTRUCTED IN EITHER AN UPSTREAM OR DOWNSTREAM DIRECTION, AS

LONG AS THE FABRIC IS OVERLAPPED IN THE PROPER DIRECTION.

2. PLACE A SERIES OF THREE OR MORE FORMS ON THE GROUND SO THAT THE FORMS FOLLOW

THE PROPOSED STREAM BANK ALIGNMENT. BUTT THE ENDS OF THE FORMS TIGHTLY

TOGETHER. SEE TYPICAL DETAIL:

3. UNROLL THE OUTER FABRIC PARALLEL TO THE LONG AXIS OF THE CHANNEL AND POSITION IT

SO THAT 3 FEET EXTENDS FOR EMBEDMENT ON THE BANK SIDE OF THE FORMS (FIG B), AND A

MINIMUM 3 FEET EXTENDS LENGTHWISE BEYOND THE LAST FORM FOR OVERLAP. DRAPE THE

REMAINDER OF THE FABRIC OVER THE TOP OF THE FORMS ON THE STREAM SIDE (FIG B).

4. UNROLL THE INNER FABRIC OVER THE TOP OF THE WOVEN COIR FABRIC (FIG B) AND POSITION

IT SO THAT AT LEAST 1 FOOT OF THE INNER FABRIC EXTENDS AS AN EMBEDMENT LENGTH ON

THE BANK SIDE OF THE FORMS (FIG C). DRAPE THE REMAINDER OF THE FABRIC OVER THE TOP

OF THE FORMS ON THE STREAM SIDE AND ALIGN THE LONG EDGES OF THE FABRICS. STRETCH

AND PULL THE FABRIC LAYERS TO REMOVE WRINKLES.

5. APPLY NATIVE SEED MIX TO INNER FABRIC ALONG VERTICAL EDGE OF LIFT (FIG C). PLACE

SPECIFIED FILL OVER THE FABRIC ON THE BANK SIDE OF THE FORMS. LEVEL THE FILL AND

COMPACT TO 85-90 PERCENT RELATIVE COMPACTION (FIG C).

6. APPLY NATIVE SEED MIX TO TOP OF FILL FROM THE FRONT OF THE LIFT TO 3 FT BACK FROM

FRONT OF THE LIFT (FIG C).

7. FOLD THE LOOSE ENDS OF THE TWO COIR FABRIC LAYERS BACK OVER THE COMPACTED FILL

MATERIAL AND STRETCH TIGHTLY TO REMOVE WRINKLES. SECURE WITH WOODEN STAKES 1

PER 3 L.F. ALONG THE BACK EDGE AND INTO UNDISTURBED SOIL. PLACE LIVE CUTTINGS ON

TOP OF COMPLETED LIFT SO THAT BASAL END IS DIRECTED INTO THE BANK AND THE TOP

EXTENDS 0.5 TO 1 FOOT PAST THE FACE OF THE LIFT. SPREAD A THIN LAYER OF SOIL TO COVER

THE LIVE CUTTINGS PRIOR TO PLACING NEXT LAYER OF FABRIC. (FIG D)

8. REMOVE THE FORMS FROM THE FRONT OF THE COMPLETED LIFTS (FIG. H). LEAVE THE LAST

FORM IN PLACE AT THE END OF THE NEWLY CONSTRUCTED LIFT, SEE TYPICAL DETAIL:

9. REPEAT STEPS TWO THROUGH EIGHT UNTIL FINISH GRADES ARE ATTAINED.

10. WHERE THE TOP OF THE LIFT MEETS THE FINISH GROUND SURFACE, EXCAVATE A KEY TRENCH

1.5 FEET WIDE AND 1 FOOT DEEP ALONG THE BACK EDGE OF THE OUTER FABRIC LAYER,

PARALLEL TO THE FORMS. SEED ENTIRE AREA OF TOP LIFT. SECURE FABRIC IN THE KEY

TRENCH WITH WOODEN STAKES, 3 FT O.C.

11. BACKFILL THE KEY TRENCH WITH TOPSOIL AND CONTINUE TO APPLY TOPSOIL TO SMOOTHLY

MERGE WITH FINISH CONTOURS. APPLY NATIVE SEED MIX TO KEY TRENCH AREA.

12. SUPPLEMENT LIFT STAKING WITH ADDITIONAL WOODEN STAPLES ON 18" CENTERS EXCEPT

WHERE WOODEN STAKES HAVE ALREADY BEEN PLACED.

PROFILE VIEW LOOKING INTO BANK

FIG 1. PLACE A ROW OF CONSTRUCTION FORMS ALONG DESIRED

CHANNEL ALIGNMENT FOR FIRST FES LIFT.

FIG 2. CONSTRUCT FES LIFTS ALONG LENGTH OF FIRST SET OF FORMS

AND THEN BEGIN PLACEMENT OF FORMS AND CONSTRUCTION OF

SECOND LIFT.

FIG 3. STAGGER FABRIC OVERLAPS A MINIMUM OF 15 FT

BETWEEN LIFTS.

COMPLETED LENGTH OF FES LIFT

COMPLETED LENGTH OF FES LIFT

COMPLETED LENGTH OF FES LIFT

15 FT STAGGERS BETWEEN

CONSTRUCTION FORMS

3 FT EMBEDMENT FOR WOVEN (OUTER) FABRIC

1 FT EMBEDMENT FOR NON-WOVEN (INNER) FABRIC

APPLY SEED TO

FIRST 3 FT OF SOIL

APPLY SEED TO EXPOSED VERTICAL

AND HORIZONTAL AREAS OF LIFT

FIG B.

FIG D.

FIG H.

FIG A.

FIG F.

FIG G.

FIG C.

FIG E.

BANK SIDE STREAM SIDE

FILL KEY TRENCH WITH

TOPSOIL AND COMPACT

OVER COIR FABRIC

STAKE FABRIC TO

BOTTOM OF KEY TRENCH

EVERY 3 L.FT

FILL KEY TRENCH WITH

TOPSOIL AND COMPACT

OVER COIR FABRIC

WOVEN COIR FABRIC WRAP

WOVEN (OUTER)

COIR FABRIC

NON-WOVEN (INNER)

COIR FABRIC

NATIVE SEED MIX

FILL OR NATIVE SOIL

WOODEN STAKES

ON 3 FT CENTERS

1/4" LAG BOLT WITH

NUT AND WASHER

(TYPICAL)

1 " SQUARE

STEEL TUBING

UPRIGHT

1/4" X 2" STRAP

STEEL LEGS

RECTANGULAR

FRAME

1 " SQUARE

STEEL TUBING

1/4" LAG BOLT WITH

NUT AND WASHER

(TYPICAL)

WELDED JOINTS

(TYPICAL)

3/4" PLYWOOD BOLTED

TO STEEL FRAME

1/4" X 2" STRAP

STEEL LEG

EDGE OF

EXCAVATION CUT

EXISTING

STREAMBANK OR

ADJACENT

TREATMENT

WHERE PRESENT, EMBED FABRICS

INSTALLED ON ADJACENT SLOPE

BEHIND FES LIFTS

FES LIFT

EXCAVATION LIMIT

BOX END

SEQUENCE DETAIL

REMOVE SHADED

PORTION

NOTE: FES LIFT INNER FABRIC

SHOULD BE INSTALLED WITHIN BOTH

VERTICAL FACES OF THE BOX END

CONSTRUCTION

FORM

SEE DETAIL:

WOVEN COIR (OUTER FABRIC)

NON-WOVEN (INNER)

AND WOVEN (OUTER)

FABRIC

STAKE THROUGH BOTH LAYERS 6" BACK

FROM FRONT EDGE, SEE TOE DETAIL:

EXISTING GROUND

APPLY SEED TO

FABRIC FACE

FILL WITH TOPSOIL

FOLD BOTH INNER AND OUTER

FABRIC OVER SOIL

PLACE SECOND

CONSTRUCTION FORM SO

AS TO ACCOMMODATE

2H:1V

FILL WITH

TOPSOIL

FOLD BOTH INNER AND

OUTER FABRIC OVER SOIL

STAKE FABRICS IN PLACE ON 3

FT CENTERS. SEE FABRIC

STAKING DETAILS:

STAKE OUTER FABRIC IN

TERMINATION TRENCH. SEE

TRENCHING DETAILS:

AFTER INSTALLATION,

REMOVE CONSTRUCTION

FORM PRIOR TO

FLATTENING STREAM SIDE

OF LIFT TO 45°

PREPARE LEVEL SUB-GRADE PER

TYPICAL SECTION

PLACE FIRST STAKE

IMMEDIATELY IN FRONT OF

NEXT LIFT, OR 2' (IF 2:1) FROM

LIFT FACE IF THIS IS TOP LIFT

PLACE STAPLES ON 18" CENTERS. SEE FABRIC

STAKING DETAILS:

STAKES THROUGH

BOTTOM FABRIC

LAYER

DOWNSTREAM FABRIC LAYER LAPS UNDER

TYPICAL DETAIL

FABRIC JOINING

F

T M

IN

O V

E R

L A

P

F L O

W

NOT TO SCALE

B B'

F

L O

W

SECTION A - A'

FABRIC FOLD

NOT TO SCALE

STAKES 3 FT OC IN

STAGGERED ROWS

FLOW

CONSTRUCTION

FORM

STAKES THROUGH BOTH

FABRIC LAYERS

1 FT MIN

2 FT

KEY TRENCH

U P

S T

R E

A M

F A

B R

IC

L

A P

S O

V E

R

D O

W

N S

T R

E A

M

F A

B R

IC

L

A P

S U

N D

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ISOMETRIC DETAIL

FABRIC JOINING

NOT TO SCALE

UPSTREAM FABRIC

LAYER LAPS OVER BY 3 FT MIN.

45°

SECTION B - B'

FABRIC JOINING

NOT TO SCALE

FLOW

3 FT MIN. OVERLAP

STAKE THROUGH BOTTOM

FABRIC LAYER

STAKES THOUGH BOTH

FABRIC LAYERS

DOWNSTREAM FABRIC

LAYER LAPS UNDER

UPSTREAM FABRIC

LAYER LAPS OVER

INNER FABRIC TO BE

BUTTED TOGETHER

CONSTRUCTION

FORM

TYPICAL DETAIL

FOLDING OF OUTER FABRIC

NOT TO SCALE

FLOW

STAKES 3 FT OC IN

STAGGERED ROWS

A

A

ALL FABRIC FORMS WILL BE

LAPPED IN AN UPSTREAM TO

DOWNSTREAM DIRECTION

MAX. ANGLE 15°

FABRIC FOLD STAKES

1 FT

STAPLES 18 IN OC IN

STAGGERED ROWS

STAPLES 18 IN OC IN

STAGGERED ROWS

R-303

R-303

R-303

R-303

R-303

R-303

R-303

R-303

R-303

R-303

PLACE LIVE CUTTINGS UNDER

CONSTRUCTION FORM BENEATH

EACH LIFT ON OUTSIDE MEANDER

BANKS,

2 FT., ON AVERAGE

SUGGESTED SEQUENCE FOR PLACEMENT OF FORMS

NOT TO SCALE

R-303

INSTALLATION SEQUENCE AND INSTRUCTIONS

FOR FABRIC ENCAPSULATED SOIL LIFTS (FES)

NOT TO SCALE

R-303

R-303

R-303

R-303

+/- 1.5 FT

R-303

R-303

R-303

R-303

R-303

EDGE OF FABRIC 4 IN. (MIN.)

FROM STAKE

EDGE OF FABRIC 4 IN.

(MIN.) FROM STAKE)

STAKE FABRIC TO

BOTTOM OF KEY TRENCH

EVERY 3 L. FT

3 FT POOL DEPTH

5 FT

58 FT

FES LIFT, TYP.

SEE DETAIL:

TERMINATION TRENCH, TYP.

FINISH GRADE

NATIVE

MATERIAL

3.0 FT

3.5 FT

CHANNEL BED MATERIAL,

SEE SPECS.

TYPICAL SECTION

CONSTRUCTED CHANNEL AND BANK TREATMENTS - RIFFLE

NOT TO SCALE

A

R-303

5 FT

58 FT

TERMINATION TRENCH, TYP.

CHANNEL BED MATERIAL, SEE SPECS.

TYPICAL SECTION

CONSTRUCTED CHANNEL AND BANK TREATMENTS - POOL AND BAR

NOT TO SCALE

B

R-303

RIFFLE GEOMETRY SHOWN

FOR REFERENCE

CONSTRUCTED

BAR

NOTE:

LOCATE POOL AT

OUTER SIDE OF BEND

LIVE CUTTINGS PLACED BETWEEN

FES LIFTS, 2 FT O.C. TYP.

R-3.3

C L

FLOODPLAIN FILL, TYP., SEE SPECS.

2.0 FT (MIN.)

EXISTING GRADE

FLOODPLAIN FILL, TYP., SEE SPECS.

2.0 FT (MIN.)

NATIVE MATERIAL

EXISTING GRADE

FES LIFT, TYP.

SEE DETAIL:

R-303

FINISH GRADE

3.5 FT

FES LIFT, TYP.

WITH REVIEW AND CONCURRENCE OF GOVERNMENT

REPRESENTATIVE, UTILIZE UNDISTURBED NATIVE

CHANNEL MATERIAL IN POOL BOTTOM IF EXISTING

AND DESIGN GRADES INTERSECT

LIVE STAKE PLANTING NOTES:

1. THE LENGTH OF THE LIVE STAKES DEPEND UPON THE

APPLICATION. WHEN PLACED THROUGH RIPRAP, THE LENGTH

SHALL EXTEND THROUGH THE SURFACE OF THE STONE FILL. AT

LEAST HALF THE LENGTH SHALL BE INSERTED INTO THE SOIL,

BELOW THE STONE FILL.

2. A MINIMUM OF 2' TO 4' AND TWO LIVE BUDS OF THE LIVE STAKE

SHALL BE EXPOSED ABOVE STONE FILLING.

3. LIVE STAKES SHALL BE CUT TO A POINT ON THE BASAL END FOR

INSERTION INTO THE GROUND.

4. USE A DEAD BLOW HAMMER TO DRIVE STAKES INTO THE

GROUND. THE HAMMER HEAD SHOULD BE FILLED WITH SHOT OR

SAND. A DIBBLE, IRON BAR, OR SIMILAR TOOL SHALL BE USED

TO MAKE A PILOT HOLE TO PREVENT DAMAGING THE MATERIAL

DURING INSTALLATION.

5. LIVE CUTTINGS SHALL BE INSERTED BY HAND INTO PILOT

HOLES. LIVE STAKES SHALL REACH THE WATER TABLE.

6. WHEN POSSIBLE, TAMP SOIL AROUND LIVE STAKES.

7. CARE SHALL BE TAKEN NOT TO DAMAGE THE LIVE STAKES

DURING INSTALLATION. THOSE DAMAGED AT THE TOP DURING

INSTALLATION SHALL BE TRIMMED BACK TO UNDAMAGED

CONDITION.

STAKE SHOULD EXTEND ABOVE RIPRAP LAYER

AND HAVE AT LEAST TWO BUDS EXPOSED

ANGLE CUT 30° TO 45°

RIPRAP PROTECTION

NOT TO SCALE

R-303

LIVE STAKE PLANTINGS

NOT TO SCALE

R-303

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

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PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

R-303

I/R DATE DESCRIPTION

ISSUE/REVISION

GENERAL NOTE

REINFORCEMENT REQUIRING BENDING SHALL BE BENT AROUND A PIN HAVING

UNLESS OTHER RADIUS BENDS ARE INDICATED ON THE DRAWINGS, ALL

PARALLELING CONSTRUCTION JOINTS SHALL HAVE A MINIMUM OF 2" CLEAR COVER.

OR ROCK. CLEAR DISTANCE IS THE DESIGN DIMENSION LINE. REINFORCEMENT

CONCRETE FOR ALL BARS WHEN THE CONCRETE IS PLACED AGAINST EARTH

2" FOR #6 BARS AND LARGER. PROVIDE 3" CLEAR DISTANCE FROM FACE OF

CONCRETE AND NEAREST REINFORCEMENT IS 1 1/2" FOR #5 BARS AND SMALLER,

PLACE THE REINFORCEMENT SO THAT THE CLEAR DISTANCE BETWEEN FACE OF

DIMENSIONS ARE TO THE CENTERLINE OF THE BARS UNLESS OTHERWISE SHOWN.

SPLICES SHOWN THUS INDICATE A LAPPED SPLICE, NOT A BEND

A CLOSED CIRCLE AT THE END OF A BAR INDICATES A BEND WITH THE

AN OPEN CIRCLE AT THE END OF A BAR INDICATES A BEND WITH THE

TYPICAL BLOCKOUT RECESS OR OFFSET DETAILS

ADDITIONAL REINFORCEMENT AROUND OPENINGS

COVER

RECESS GREATER THAN 8"

ONE HALF COVER

RECESS 3" TO 8" DEEP

1"

BLOCKOUT CONCRETE

SECOND STAGE OR

e

L

90° HOOK

STIRRUP AND TIE BENDS

STANDARD BENDS

BAR NO.

10 3/4

9 1/2

5 1/4

5 1/4

4 1/2

4 1/2

3 3/4

2 1/2

1 1/2

2 1/4

PIN DIAMETER IN INCHES

THE FOLLOWING DIAMETER:

BENT BARS:

CLEAR COVER DIMENSIONS ARE MARKED "CL".

DIMENSIONS

BAR TURNED TOWARDS THE OBSERVER.

BAR TURNED AWAY FROM THE OBSERVER.

LAPPED SPLICE +B

SECOND STAGE OR

BLOCKOUT CONCRETE

SYMMETRICAL ABOUT CENTERLINE

e

L

COVER

IN THE BAR.

SYMBOLS

TABLE 2

SAME SIZE AS CORRESPONDING WALL OR SLAB BARS

EDGE BARS ACROSS THICKNESS OF MEMBER TO BE

1-CTR.

2-(1-EF)

SPC.@1'-0"

3-EQ. SPC.

EDGE BARS

TABLE FOR REINFORCEMENT AROUND OPENINGS

TIE

BARS

CORNER

e

L e

L

#6 @1'-0"

NONE

#4 @1'-0"

NONE

OVER 3'-0"

1'-7" THRU 3'-0"

10" THRU 1'-6"

LESS THAN 10"

TIE BAR

THICKNESS

MEMBER

CORNER

e

L

T

B

R

S

6" MAX.

1-#4 CTR.

2-#4 (1EF)

2-#8 (1EF)

2-#6 (1EF)

CORNER BARS

BAR

BARS

EDGE

e

L

L e e

L

BARS SPLICED BY NONCONTACT LAP SPLICES SHALL NOT BE SPACED TRANSVERSELY

THE BAR. RADIUS OF BEND TO BE AS SPECIFIED IN THE TABLE OF PIN DIAMETERS.

OF AT LEAST 6-BAR DIAMETERS BUT NOT LESS THAN 2 1/2" AT THE FREE END OF

ANCHORAGE ONLY SHALL HAVE EITHER A 90° OR 135° BEND PLUS AN EXTENSION

AND EXTENSIONS OF AT LEAST 12-BAR DIAMETERS. HOOKS FOR STIRRUP AND TIE

NOT LESS THAN 2 1/2" PARALLEL TO THE MAIN LEG OF THE BAR, OR 90° BENDS

HOOKS SHALL HAVE 180° BENDS AND EXTENSIONS OF 4-BAR DIAMETERS BUT

DEVELOPMENT LENGTHS GIVEN IN TABLE 3 ARE TO BE USED.

REQUIRED FOR #9, #10, AND #11 BARS IF SPLICE LENGTHS OR REDUCED

ANCHOR BOLTS OR OTHER EMBEDDED MATERIAL SHALL BE PLACED TO MAINTAIN

A CLEAR DISTANCE OF AT LEAST 1.33 TIMES THE MAXIMUM SIZE AGGREGATES.

CONCRETE WILL BE MAINTAINED.

TO BE MADE SO THAT THE REQUIRED CLEAR DISTANCES TO FACE OF CONCRETE

OF LAP SHALL BE GOVERNED BY THE SMALLER DIAMETER BAR. SPLICES ARE

WHEN REINFORCING BARS OF DIFFERENT SIZE ARE TO BE SPLICED, THE LENGTHS

FARTHER APART THAN ONE-FIFTH THE REQUIRED LAP SPLICE LENGTH, NOR 6 IN.

TO GIVE 12 INCHES CLEAR BETWEEN ENDS OF ADJACENT SPLICES.

IN THE APPLICABLE TABLE (TABLE 3). SPLICES SHALL BE STAGGERED

THE MINIMUM LENGTH OF LAP FOR SPLICING PARALLEL BARS SHALL BE GIVEN

ADJACENT BAR SPACING. A MINIMUM OF 2.5d CLEAR FROM THE EDGE IS

IN COLUMNS ARE TO START AND END AT A MAXIMUM OF ONE HALF OF THE

THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS, AND TIES

INCLINED PORTION MUST NOT EXCEED 6 TO 1. REINFORCEMENT PARALLEL TO

BARS ARE BENT DUE TO OFFSETS LESS THAN 3" DEEP, THE SLOPE OF THE

AREAS, RELOCATION OF THE EMBEDDED MATERIAL MUST BE CONSIDERED. WHEN

TIES, CONDUITS AND OTHER EMBEDDED MATERIALS. IN HEAVILY REINFORCED

BETWEEN THE REINFORCEMENT AND KEYS, WATERSTOPS, ANCHOR BOLTS, FORM

MAY BE ADJUSTED LATERALLY TO MAINTAIN A CLEAR DISTANCE OF AT LEAST 1"

SPREAD APART NOT MORE THAN 1.5 TIMES THE BAR SPACING. REINFORCEMENT

REINFORCEMENT AT SMALL OPENINGS (MAX. 1'-5") IN WALLS AND SLABS MAY BE

SPLICES:

STANDARD HOOKS:

SPACING:

PLACING:

FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315".

BE DETAILED ON THE REINFORCEMENT DESIGN DRAWINGS.

DEVELOPMENT LENGTHS OTHER THAN THOSE SHOWN IN THE TABLES MUST

CLASS B SPLICES IN ACCORDANCE WITH ACI 350-06. SPLICES OR

SPLICE LENGTHS SHOWN IN THE TABLES ON THIS DRAWING ARE FOR

NOTES TO DETAILERS:

BY THE AMERICAN CONCRETE INSTITUTE'S "MANUAL OF STANDARD PRACTICE

UNLESS OTHERWISE SHOWN FOLLOW THE RECOMMENDATIONS ESTABLISHED

MANUAL OR OTHER APPROVED SUPPORTING SYSTEM MAY BE USED.

THE DRAWINGS. THE RECOMMENDATIONS OF THE CURRENT ACI DETAILING

BAR SUPPORTS, SPACERS, AND OTHER ACCESSORIES ARE NOT SHOWN ON

VISCOSITY OF THE OIL SHALL HAVE A SAE RATING OF NOT LESS THAN 250.

UNIFORMLY COATED WITH A FILM OF OIL BEFORE CONCRETE PLACEMENT.

PLAIN DOWELS ACROSS CONTRACTION JOINTS SHALL BE SMOOTH BARS

EQUAL TO THAT REQUIRED FOR TOP SPLICING TO A BAR OF THE SAME

EMBEDDED A LENGTH EQUAL TO Le AND SHALL HAVE A PROJECTION

DOWELS INDICATED ON THE DRAWING, SUCH AS #8 (Db ), SHALL BE

REINFORCEMENT DOWELS:

90° HOOK

REFERENCE CODE:

ACCESSORIES:

PLAIN DOWELS:

DIAMETER.

B

TIE BARS

1. UNLESS OTHERWISE SHOWN ON THE REINFORCEMENT DESIGN DRAWINGS, THE

DETAILS AND NOTES SHOWN ON THIS DRAWING ARE TYPICAL FOR ALL

REINFORCEMENT DRAWINGS.

LAPPED SPLICE + B

b

1. OMIT EDGE BARS AND TIE BARS ALONG SIDES OF OPENINGS

WHERE DIMENSION IS LESS THAN 18".

2. OMIT CORNER BARS AT SIDES OF OPENINGS ADJACENT TO

FLOORS,WALLS, OR BEAMS.

3. CORNER BARS REQUIRED IF EITHER DIMENSION OF OPENING IS

GREATER THAN 18".

4. USE CORNER BARS IN FACE OF RECESSES DEEPER THAN 4" IF

EITHER DIMENSION OF RECESS IS GREATER THAN 8".

BAR

TABLE 1

EMBEDMENT

LENGTH, L

TABLE 3

(INCHES)

TOP BAR*

(INCHES)

OTHER BARS

SIZE

BAR

38 50

SPLICE LENGTH

CLASS B

1. THESE LENGTHS ARE BASED ON THE PROVISIONS OF ACI 350-06 CHAPTER 12 ASSUMING

UNCOATED REINFORCEMENT WITH YIELD STRESS OF 60,000 PSI, NORMAL WEIGHT

CONCRETE WITH 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI, CONCRETE COVER

CONSISTENT WITH THE REQUIREMENTS OF THIS DRAWING, AND MINIMUM CENTER TO

CENTER SPACING OF 6 d . CONDITIONS THAT ARE DIFFERENT FROM THOSE ASSUMED

REQUIRE LONGER LAP LENGTHS CONSISTENT WITH ACI 350-06.

e

(INCHES)

OTHER BARS

(INCHES)

TOP BAR*

* TOP BARS ARE HORIZONTAL BARS IN BEAMS AND SLABS SO PLACED THAT MORE

THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

**WHEN THE MINIMUM CLEAR BAR SPACING IS MET, STAGGERING OF SPLICES IS NOT

REQUIRED.

NOTES:

(SEE NOTE 1)

CLEAR

MINIMUM**

BAR SPACING

(INCHES)

2.5

4.5

5.5

8.5 b

A SECTION

NO SCALE

A

KEY PLAN

REGISTRATION

CONSULTANTS

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Consultant's Name

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DISCIPLINE

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DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

S-101

L a s t s a v e d b y

M

I C

H A

E L

R

A U s t

P l o t t e d

P r o j e c t

M a n a g e m e n t

I n i t i a l s

D e s i g n e r

C h e c k e d

A p p r o v e d

J B

M R

J S

F i l e n a m e

C

P

W W

O R

K I N

G A

E C

O M

D

S

N A

D

M S

S

S

R

U C

T U

R A

L

N

O T

E S

D

W G

I/R DATE DESCRIPTION

ISSUE/REVISION

STRUCTURAL NOTES

S

A N

D A

R D

H

O O

K

L E

G

T

Y P

SPLICE LENGTH

S T

A N

D A

H

O

K

L E

G

STD 90° HOOK

SPLICE LENGTH

S P

L I C

E

L E

N G

T H

SPLICE LENGTH

AT LEAST 48 HOURS SHALL

ELAPSE BETWEEN CASTING

OF ADJOINING MEMBERS

PVC WATERSTOP AS REQUIRED,

CONSTRUCTION JOINT (SEE NOTE 1 )

FILL SIDE OF WALL

STANDARD 90° HOOK

L WATERSTOP

C

NOTE: TIPS OF FINS MAY BE ROUNDED

6"

" ID &

" OD

M I N

M I N

SPLICE LENGTH

PVC WATERSTOP

(SEE NOTE 2)

OR CONTINUOUS

REINFORCEMENT

COAT W/APPROVED BOND

BREAKER

REINFORCEMENT IS CONTINUOUS

THROUGH JOINT AND MAY BE

SPLICED ON EITHER SIDE OF JOINT

AT LEAST 48 HOURS SHALL ELAPSE

BETWEEN CASTING OF ADJOINING

MEMBERS

PVC WATERSTOP

(SEE NOTE 2)

REINFORCEMENT IS CONTINUOUS THROUGH

JOINT AND MAY BE SPLICED ON EITHER SIDE

OF JOINT

SPLICE LENGTH

OR CONTINUOUS

REINFORCEMENT

SEE NOTE 1

AT LEAST 48 HOURS SHALL ELAPSE

BETWEEN CASTING OF ADJOINING

MEMBERS

PVC WATERSTOP

(SEE NOTE 2)

AT LEAST 48 HOURS SHALL ELAPSE

BETWEEN CASTING OF ADJOINING

MEMBERS

REINFORCEMENT IS NOT

CONTINUOUS THROUGH

JOINT

COAT W/APPROVED BOND

BREAKER

KEY PLAN

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DISCIPLINE

Consultant's Name

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DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

S-102

L a s t s a v e d b y

H

A M

B U

C H

G s t

P l o t t e d

P r o j e c t

M a n a g e m e n t

I n i t i a l s

D e s i g n e r

C h e c k e d

A p p r o v e d

J B

M R

J S

F i l e n a m e

C

P

W W

O R

K I N

G A

E C

O M

D

S

N A

D

M S

S

I N

F O

R C

E M

E N

T

D

E T

A I L

S D

W G

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

REINFORCEMENT DETAILS

G-6

TYPICAL DETAIL AT WALL JUNCTION

NOT TO SCALE

DOUBLE MAT STEEL

G-6

TYPICAL DETAIL AT WALL CORNER

NOT TO SCALE

DOUBLE MAT STEEL

G-6

TYPICAL DETAIL AT WALL CORNER

NOT TO SCALE

SINGLE MAT STEEL

G-6

TYPICAL HORIZONTAL CONSTRUCTION JOINT

NOT TO SCALE

G-6

TYPICAL PVC WATERSTOP

NOT TO SCALE

TYPICAL WALL OR SLAB CONTROL JOINT

NOT TO SCALE

TYPICAL WALL OR SLAB CONSTRUCTION JOINT

NOT TO SCALE

G-6

TYPICAL CONTRACTION JOINT

NOT TO SCALE

G-6

NOTES:

1. ALL CONSTRUCTION JOINTS SHALL BE PREPARED IN ACCORDANCE WITH

ACI 350-06, PARAGRAPHS 6.4.1, 6.4.2, 6.4.3 TO ENSURE ADEQUATE

ROUGHNESS FOR TRANSFER OF SHEAR ACROSS CONSTRUCTION JOINT.

SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL CONSTRUCTION JOINT

REQUIREMENTS.

2. ALL PVC WATERSTOPS SHALL BE INSTALLED SO AS TO FORM A

CONTINUOUS WATERTIGHT DIAPHRAGM IN THE JOINT, INCLUDING AT ALL

SPLICES AND CHANGES IN ORIENTATION. WATERSTOP SHALL END 6

INCHES BELOW TOP OF WALLS, UNLESS OTHERWISE NOTED.

G-6

A TITLEMARK

G-####

Scale X

KEY PLAN

REGISTRATION

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

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000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

S-105

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

TOBACCO SPILLWAY CONCRETE

OUTLINE AND REINFORCEMENT

PLAN

SCALE 1/4" = 1'

0 2 4 8 12

N

BAFFLE BLOCK IF REQ'D

(ABOVE SLAB)

CONC STEPS

END SILL

(ABOVE SLAB)

U/S FACE OF NEW DAM

15'-8

20'-0" 10'-0"

41'-3

87'-0

T Y

P

T Y

P

T Y

P

5'-0"

20'-0

"16'-3

CONCRETE OUTLINE AND REINFORCEMENT PLAN

1/8" = 1'-0"

A

S-106

B

S-107

CONSULTANTS

DISCIPLINE

Consultant's Name

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DISCIPLINE

Consultant's Name

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DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

S-106

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

TOBACCO SPILLWAY

REINFORCEMENT SECTIONS

SCALE 1/4" = 1'

0 2 4 8 12

BAFFLE BLOCKS, IF REQ'D

SEE DETAIL 1 FOR UPPER STEP DESIGN

SEE DETAIL 2 FOR STEP REINFORCEMENT

END SILL

EXIST END SILL

TO BE REMAIN

T/CONC

EL 647.00

T/SLAB

EL 631.30

0.7

TOP SLAB MIN THICKNESS 15" #6@12" EW

STEPPED SPILLWAY CREST

#6 STEP REINFORCEMENT

SPILLWAY CREST

20'-0"

UPPER SPILLWAY STEPS VARY, TO BE DESIGNED BY FRANK LAN

LOW SPILLWAY STEP 2'-0" HIGH

UNBONDED CONST JT

W/ 6" WATER STOP

2'-0" THICK SLAB

ASSUME #8@12" EW EF

T/SLAB

EL 633.3

T/SILL

EL=636.8

3 8

ASSUME #9 SOIL ANCHORS IN STILLING BASIN

EXIST CONC

NOTE:

1. ROUGHEN SURFACE OF EXISTING CONCRETE SLAB TO EXPOSE AGGREGATE AND TREAT

AS CONSTRUCTION JOINT WHERE PLACING 2'-0" TOPPING SLAB ON EXISTING SLAB.

SELF LEVELING CONC

CONVENTIONAL CONC

CONTROL JT W/ 6"

WATER STOP

2'-0" REINFORCED

CONC SLAB

LEGEND

CONCRETE TO REMAIN

SECTION

1/4" = 1'-0"

S-105

CONSULTANTS

DISCIPLINE

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Address Line 1

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DISCIPLINE

Consultant's Name

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DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

S-107

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

TOBACCO SPILLWAY

REINFORCEMENT SECTIONS AND

DETAILS

SCALE 1/4" = 1'

0 2 4 8 12

CONSULTANTS

DISCIPLINE

Consultant's Name

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

DISCIPLINE

Consultant's Name

Address Line 1

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DISCIPLINE

Consultant's Name

Address Line 1

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000.000.0000 tel 000.000.0000 fax www.<website address>.com

CONSULTANT

AECOM

6200 South Quebec Street

Greenwood Village, Colorado 80111

T 303.694.2770 F 303.694.3946 www.aecom.com

CLIENT

OWNER/CLIENT

Address Line 1

Address Line 2

000.000.0000 tel 000.000.0000 fax www.<website address>.com

PROJECT

Line #1

Line #2

Line #3

(FACILITY NAME)

Address Line 1

Address Line 2

PROJECT NUMBER

Project Number

A N

S x

SHEET NUMBER

S-108

I/R DATE DESCRIPTION

ISSUE/REVISION

SHEET TITLE

TOBACCO SPILLWAY CREST

STRUCTURE SECTIONS AND

DETAILS

SCALE 3/4" = 1'

0 1 2 3 4.5