Drawings 17185_Part3.pdf

DATE:

DESIGNED BY:

DRAWN BY:

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SHEET NUMBER:

THE REPRODUCTION, COPYING OR

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© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

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P: 269.932.4502 edgewaterresources.com

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751/17185.JBB

DTMB PROJ. NO.

NORTH

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\CM-X.XX.DWG

SCALE:

BIN WALL TYPICAL SECTION

3/8"=1'-0" DT-CRIB PIER SECTION

9 9

5.67'

7.00'

8.33'

9.67'

11.00'

12.33'

9'-1013 16"

*8'-1113 16"

9'-73

16" SPACERS (14 GAUGE, TYP.)

NOTES:

1. REFER TO CONTECH CATALOG BW-101 FOR ADDITIONAL INFORMATION

2. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES

3. BURIAL DEPTH DEPENDENT ON SITE CONDITIONS

4. BINWALL SPECIFIED IS TYPE 2, DESIGN C, 14 GAUGE

5. * THIS DIMENSION TO BE USED FOR BIN FILL CALCULATIONS

6. MANUFACTURER ICE GUARDS TO BE USED ON ALL BIN WALLS

7. CONTRACTOR TO EXCAVATE BASE AS NEEDED TO ACHIEVE TOP ELEVATION

8. CONTRACTOR TO ADJUST GRADE AS NEEDED TO ACCOUNT FOR ANY INITIAL SETTLEM

9. MAX. 3 BIN MAX. LIFT PER MANUFACTURER RECOMMENDATIONS1'-

4"

SCALE:

WATERSIDE CRIB TO SEAWALL CONNECTION PROFILE

1 1/2"=1'-0" DT-WATERSIDE CRIB CONNECTION

BIN WALL PANELS (TYP.)

1"-3" STONE BIN WALL FILL

GEOTEXTILE FABRIC TO

WRAP UNDER CONCRETE

SECTIONS

12" MDOT 6A COMPACTED

FILL UNDER CONCRETE

12" THICK CONCRETE FOOTING

W5X19 STEEL JOIST

1.5" GALVANIZED STEEL

BRIDGE DECK

6" CONCRETE DECK

W/ 6"X6" WWF

CUT BIN WALL AT JOIST

LOCATIONS (TYP.)

EXPANSION JOINT @ 10' O.C. MAX.

(ALIGN W/ CELL CONNECTORS)

#4 REBAR @ 12" O.C. E.W.

SCALE:

TYPICAL CRIB CONNECTION EDGE CONDITION

1 1/2"=1'-0" DT-CONNECTION EDGE CONDITION

CL

6" CONCRETE DECK

W/ 6"X6" WWF

C5X9 STEEL BLOCKING

AND JOIST (TYP.)

1.5" GALVANIZED STEEL

BRIDGE DECK

L6X4X0.375 STEEL ANGLE

0.375" STEEL PLATE (TYP.)

C5X9 GALVANIZED CHANNEL

SUPPORT @ 18" O.C. COPED

TO FIT IN BEAM (TYP.)

C5X9 GALVANIZED CHANNEL

SUPPORT @ MIDSPAN ONLY

COPED TO FIT IN BEAM

W5X16 STEEL JOIST

SCALE:

EAST MARINA TYPICAL PLAN VIEW

1/16"=1'-0" DT-WEST MARINA TYP PLAN

CLCL S-CLEAT DETAIL5

CM-5.0510'-0"

8'- 0"

M

AX

2'- 0"

2'- 0"

*2 3'-

0" *1

9'- 0"

2'2'

4'- 0"

6"X6" TREATED TIMBER FENDER POST

10'X10' BIN WALL CELL (TYP.)

10' MAXIMUM GAP IN CRIB PIER (TYP.)

TYPICAL SPACING AT PEDESTAL LOCATIONS

MARINE UTILITY PEDESTAL (TYP.)

NOTE: CRIB PIER LENGTH VARIES PER PLAN. CLEAT AND

FENDER POST SPACING IS SHOWN AS A TYPICAL. HOWEVER,

MDNR CLEAT SPACING STANDARDS PREVAIL FOR

DIFFERENT LENGTH PIERS AND DIMENSIONS NOTED (*).

45' CRIB PIERS = 6 CLEATS, 60' = 8 CLEATS, 80' = 12 CLEATS

LADDER AT END OF PIER (TYP.)

8' WIDE CONCRETE PROMENADE

S-CLEAT (TYP.)

SPRING PILES PER PLAN

23'-0"

1'-6"

CM-5.04

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17-37

6/10/2022

AS NOTED

BID

SCALE:

TYPICAL SPRING PILE

NOT TO SCALE DT-SPRING PILES

ATTACH PILE CAP PER

MANUFACTURER'S

RECOMMENDATIONS

A252 GR. 3 STEEL

PIPE PILE

4 " x 0.50"

12.5" HDPE PILE CAP (BLACK)

TOP OF PILE = 610.1'

TOP OF EXISTING SANDSTONE = 571.5' (VARIES)

LWD ELE. = 601.1'

DREDGE DEPTH = 593.1'

12" DR17 HDPE PIPE

PILE SLEEVE

(BLACK)

ATTACH SLEEVE W/ 2-#14

SELF-DRILLING SCREWS

(HDG)

GROUT PILE IN SOCKET TO

EXISTING SANDSTONE 5'-

0" M

IN

SCALE:

SLIP SIGNAGE DETAIL

NTS

5"

BOATER SLIP IDENTIFICATION

NOT TO SCALE

NOTES:

1. SIGNS TO BE LOCATED AT BOTH ENDS OF CRIB PIER, PIER-ACCESSED END

(PEDESTRIAN) AND WATER-ACCESSED END (BOATER).

2. ALL SIGNS SHALL BE ROUTER CUT TO THE DIMENSIONS INDICATED.

3. SIGNS SHALL BE 0.12" PAINTED ALUMINUM SHEETS (ULTRA MARINA BLUE)

WITH SOLID POLYETHYLENE CORE, 3 MM OVERALL THICHNESS

4. LETTERING SHALL BE 2 MIL EXTERIOIR GRADE VINYL WITH PRESSURE

SENSITIVE ADHESIVE (WHITE)

5. BOARDER SHALL BE WHITE (0.25" BOATER, 0.125" PED.)

6. CORNERS SHALL BE ROUTER CUT WITH 0.5" RADIUS.

7. MOUNTING HOLES SHALL BE PREDRILLED. FASTENERS SHALL BE

STAINLESS STEEL WITH ROUNDED HEADS.

A

10A

SLIP IDENTIFICATION SIGN,

CENTERED ON FENDER

A 9"

3"

3"

PEDESTRIAN SLIP IDENTIFICATION

NOT TO SCALE

A 4"1"

1 2 3

4 5 6

SCALE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

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NORTH

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\CM-X.XX.DWG

SCALE:

TYPICAL SHEET PILING CORNER BRACING

3/8"=1'-0" DT-TYP SHEET PILING CORNER BRACING

(2) C10 x 15.3 WALER

WATER WARD SIDE

(2) C10x15.3 WALER

18" x 6" x 1/2" STEEL CONNECTION PLATE

18" x 6" x 1/2" STEEL CONNECTION PLATE

WELD TOP AND BOTTOM TO WALER AND

ANGLE BRACE

(2) C10 x 15.3 ANGLE BRACE TO MATCH WALER

4'-0"

SCALE:

TYPICAL SSP LADDER DETAIL

1/4"=1'-0" DT-SSP LADDER DETAIL

1" DIA STEEL ROUND BAR

LADDER RUNG LWD

3"x3"x3/8" A36 STEEL ANGLE

FRAME WELDED 3" EVERY 18"

AND AS LOW AS POSSIBLE

LADDER HOOPS FASTENED TO

CONCRETE PROMENADE

"BELLY OUT" OF SHEETING

CUT CAP AND RECESS 6"x6"

ANGLE TO ACCOMMODATE

LADDER

1" DIA STEEL ROUND BAR LADDER RUNG

ELEVATION

PLAN

VIEW

CONCRETE PROMENADE

3' M

IN

31.5" +/-

20"

SHEET ANGLE EDGE

6" x 6" x 3/8"

4" M

IN

29"

NOTE:

1. LADDER TO BE PRE ASSEMBLED AS A FRAME TO

AVOID UNDERWATER WELDING

2. DIMENSIONS VARY BASED ON SHEET PILE

SECTION SELECTED

3. LADDER FRAME TO BE PAINTED, OHSA SAFETY

ORANGE, PRIOR TO INSTALLATION.

TOP OF CONCRETE +6

+0.0

SCALE:

TYPICAL CRIB PIER LADDER SECTION

1/4"=1'-0" DT-SSP LADDER SECTION

HEAVY DUTY ALUMINUM SWING

LADDER

ANCHOR TO CONCRETE FOUNDATION

PER MANUFACTURER'S

REQUIREMENTS

ALUMINUM LADDER AND TREADS72

SCALE:

TYPICAL SSP FILTER FABRIC

1/4"=1'-0" DT-SSP FILTER FABRIC

CONCRETE SIDEWALK

FILTER FABRIC AT

JOINTS, 12" WIDE FROM

TOP TO EXCAVATION

LINE (TYP) TEMPORARILY

ATTACH WITH MASTIC OR

OTHER COMPOUND TO

SECURE DURING

BACKFILLING

OPERATIONS

FILTER FABRIC AT JOINTS

AS DESCRIBED BELOW (TYP)

PLAN VIEW

ELEVATION

WATER WARD SIDE

SCALE:

TYPICAL SHEET PILE SECTION

1/4"=1'-0" DT-SSP SECTION

TOE STONE - MDOT PLAIN

EXISTING GRADE VARIES

GEOTEXTILE FILTER FABRIC

TOP OF WALL: 605.36'

TIEROD CONNECTION : 603.36'

DREDGE DEPTH : 593.1'

TOE OF SHEET : 549'

2'- 0"

8'- 0"

3'- 0"

LWD : 601.1'

FILL TO PROPOSED GRADE

30'-0" MIN.

SS

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CM-5.04

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17-37

6/10/2022

AS NOTED

BID

1 2 3

4 5 6 SCALE:

SHEET PILE FIRE INTAKE DETAIL

1/2"=1'-0"

3' M

IN

6" FEMALE NH CONNECTION

WITH PLUG (RED) AND CHAIN

TOE STONE

PVC PUMP SCREEN

PER SPECIFICATION

6" PVC PIPE

STEEL SHEET PILING

2'- 0"

LWD

6" PVC

2" GALV. BOLTS, WASHERS & NUTS

SEASONALLY REMOVABLE

REMOVABLE HDG STRAP/CLAMP

C3x5 CHANNEL OR UNISTRUT, WELDED TO SHEETING

2'- 0"

NOTES:

1. CONTRACTOR TO

VERIFY EXISTING

CONDITIONS PRIOR TO

INSTALLATION

2. PROVIDE TRANSITIONS

AS NEEDED

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

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SH

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

NORTH

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CM-5.05

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AS NOTED

BID

SCALE:

TURBIDITY CURTAIN

1/16"=1'-0" DT-TURBIDITY CURTAIN

FLOW

ST

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AM

B

AN

K

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BA

NK

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CURTAIN

MATERIAL

ANCHOR

OR

STAKES

FLOTATION

DEVICE

WATER

SURFACE

FLOTATION

5/8" POLYPROPYLENE

ROPE*

NYLON REINFORCED

VINYL 1/4" CHAIN

DEPTH

ACCORDING TO

NEED

* ANCHORS & JOINTS VARY

DEPENDING ON TYPE OF

WATERBODY AND

VELOCITY OF

WATERFLOW.

NOTES:

TYPE OF TURBIDITY CURTAIN TO

BE DETERMINED BY A QUALIFIED

ENGINEER OR CPESC.

PROFILEPLAN VIEW

PROFILE - CURTAIN DETAIL

VA

RI

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VA

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SCALE:

TYPICAL DREDGE TEMPLATE AT EXISTING SSP WALL

N.T.S. DT-DREDGE TEMPLATE

NO DREDGING

ALLOWABLE OVERDREDGE AREA

REQUIRED DREDGE AREA

WATER

INNER DREDGE LIMITS

AT SSP WALL

OUTER DREDGE LIMITS

MAX DEPTH

MAX. DREDGE DEPTH (LWD-8.0')

REQUIRED DREDGE DEPTH

EXISTING GRADE

SCALE:

TYPICAL DREDGE TEMPLATE

N.T.S. DT-DREDGE TEMPLATE NO SSP

MAX. DREDGE DEPTH (LWD-8.0')

REQUIRED DREDGE DEPTH

NO DREDGING

ALLOWABLE OVERDREDGE AREA

REQUIRED DREDGE AREA

WATER

EXISTING GRADE

INNER DREDGE LIMITS

TAPER TO EXISTING

GRADE

OUTER DREDGE LIMITS

MAX DEPTH

OUTER DREDGE LIMITS

NOTE:

TURBIDITY CUTAIN TO ENCLOSE ENTIRE DREDGE AREA

1 2 3

SCALE:

TYPICAL SILT FENCE DETAIL

N.T.S. DT-SESC DETAILS

NOTES:

1. Bales shall be placed at the top of slope or on the contour and in a row with ends tightly abutting the adjacent bales.

2. Each bale shall be embedded in the soil a minimum of 4", and placed so that bindings are horizontal.

3. Bales shall be securely anchored in place by either two stakes or re-bars driven through the bale. The first stake in each bale shall be driven toward the previously laid bale at an angle to force the

4. Inspection shall be frequent and repair replacement shall be made promptly as needed.

5. Bales shall be removed when they have served their usefulness so as not to block or impede storm flow or drainage.

bales together. Stakes shall be driven flush with the bale.

Flow

Straw Bale

Flow

4" D ee p

Ve rti ca l F ac e

Stake

2 Re-Bars, Steel Pickets Or 2"x 2" Stakes Driven 1.5 Ft. To 2 Ft. Into Ground.

Drive Stakes Flush With Bales.

Bound Bales Placed On Contour.

Angle First Stake Toward Previously Laid Bale

ANCHORING DETAIL

BEDDING DETAIL

Filter Fabric

Filter Fabric

Direction Of Flow Undisturbed Ground Line

Compacted Backfill

6" M in Fi lte r

Fa br ic Em be dm en t

5' Max Post Spacing

18" Min. Driven Post Embedment

Fasteners - Min. No. 10 Gage Wire Or 50 Lb Plastic Zip Ties Min. 3 Per Post.

NOTES:

1. Temporary silt fence shall be installed prior to any grading work in the area to be protected. Fence shall be maintained throughout the construction period and removed in conjunction with the final grading and site stabilization.

2. Filter fabric shall meet the requirements of material specification 592 Geotextile Table 1 or 2, Class l with equivalent opening size of at least 30 for nonwoven and 50 for woven.

3. Fence posts shall be either wood post with a minimum cross-sectional area of 1.5" X 1.5" or a standard steel post.

4. When splices are necessary make splice at post according to splice detail. Place the end post of the second fence inside the end post of the first fence. Rotate both posts together at least 180 degrees to create a tight seal with the fabric material. Cut the fabric near the bottom of the posts to accommodate the 6 inch flap. Then drive both posts and bury the flap. Compact backfill well.

SPLICE DETAIL-PLAN VIEWFABRIC ANCHOR DETAIL

ELEVATION

Second Post

First Post

Rotate Posts Together Before Installation See Note 4

First Fence Second Fence

SCALE:

TYPICAL STRAW BALE DETAIL

N.T.S. DT-SESC DETAILS4 5

SCALE:

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

PR

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SH

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

NORTH

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\CM-X.XX.DWG

SCALE:

TYPICAL UTILITY PEDESTAL

N.T.S. TYPE UTIL PED MOD A

SIDE VIEW

ELECTRICAL FEED

AREA

(5.50" x 5.50")

MOUNTING BASE

DETAIL

2.00"

8.25"

.1

" WATER FEED

AREAWATER FEED

AREA

2.

0.50" DIA (TYP)

RECEPTACLES / CIRCUIT

BREAKERS UNDER

WEATHERPROOF COVER

3/4" WATER VALVE ON EACH

SIDE

REMOVABLE WATER

ACCESS PLATE

11.125"

.5

" 316 STAINLESS STEEL

HOUSING

LED LIGHT w/

PHOTOCELL

SCALE:

TYPICAL FIRE STATION

N.T.S. FIRE STATION

F I R E

FRONT VIEWSIDE VIEW

4'- 0"

4'- 0"

TREATED 4X4 TIMBER POST W/

FOUNDATION COATING BELOW GRADE

OUTDOOR PLASTIC FIRE CABINET

(RED) W/ 10LB ABC EXTINGUISHER

CONCRETE BACKFILL

(3 CF EACH)

4"

1'-

1 4"

4"

SCALE:

TYPICAL S-CLEAT DETAIL

NOT TO SCALE DT- GANGWAY SECTION

NOTE:

10" CLEATS FOR DOCKS LESS THAN 30'

12" CLEATS FOR DOCKS 30' AND LARGER (T-HEADS INCLUDED)

CONCRETE SIDEWALK

TITEN HD SS SCREW ANCHOR

AND MATCHING WASHER

12"

SCALE:

UTILITY PENETRATION

NTS DT-UTILITY PEN

NOTE:

FILL GAPS BETWEEN PIPE/CONDUIT

AND SLEEVE AFTER INSTALLATION

- 3" SLEEVE FOR 2" CONDUIT

- 2.5" SLEEVE FOR 1.5" CONDUIT

- 3

4" WATER LINE TO BE IN 1.5"

PVC SLEEVE THROUGH

PENETRATIONS AND UNDER

CRIB ACCESS

WELD IN 6" LONG STEEL PIPE SLEEVES FOR

UTILITIES PASSING THROUGH SHEETING

PZ22 STEEL SHEET PILE WALL

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17-37

6/10/2022

AS NOTED

BID

SCALE:

CONCRETE SIDEWALK, 6" @ WEST MARINA

1"=1'-0" DT-SDWK TE

CONC.

SIDEWALK

COMPACTED

MDOT 22A BASE

COMPACTED

MDOT CLASS II

SAND

1.5% CROSS SLOPE

SUBGRADE

6"

6"

6"8"

1'-0"

THICKENED EDGE SIDEWALK TYPICAL FOR BOTH

CAUSEWAY SIDEWALK AND PROMENADE

6"

4" 2"

6" x 6" WWF W2.9 /W2.9

1/2" RADIUS ON ALL OUTSIDE EDGES

1 2 3

4 5 6

SCALE:

CONCRETE SIDEWALK, 6" @ EAST PROMENADE

1"=1'-0" DT-SDWK 6

6" CONC. SIDEWALK,

THICKENED EDGE

6" COMPACTED

MDOT 22A BASE

6" COMPACTED

MDOT CLASS II

SAND

ALL CONCRETE MEETING THE STEEL SHEET PILE ANGLE

SHALL BE HAND TROWELED TO PREVENT VOIDS. ALL

CONCRETE TO BE BROOM FINISHED.

1.5% CROSS SLOPE

4" 2"

6"

6"

6"

6" X 6" WWF

W2.9 / W2.9

1/2" RADIUS ON ALL

OUTSIDE EDGES

SUBGRADE

INCORPORATE THICKENED EDGE

AT SHEETING INTERFACE

6"

MIN.

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

PR

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SH

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

NORTH

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6/10/2022

AS NOTED

BID

SCALE:

CONCRETE SIDEWALK, 4" W/ THICKENED EDGE

1"=1'-0" DT-SDWK 4

CONC.

SIDEWALK

COMPACTED

MDOT 22A BASE

COMPACTED

MDOT CLASS II

SAND

1.5% CROSS SLOPE

SUBGRADE

6"

6"

4"6"

1'-0"

THICKENED EDGE SIDEWALK TYPICAL FOR BOTH

SIDEWALK AROUND BATHROOM BUILDING AND

CONNECTING TO PROMENADE

6"

2" 2"

6" x 6" WWF W2.9 /W2.9

1/2" RADIUS ON ALL OUTSIDE EDGES

SCALE:

TYPICAL UTILITY TRENCH

3/4"=1'-0" DT-UTILITY TRENCH

2'-0"

6" 6"

2'- 0"

EXISTING GRADE (TYP.)

SEEDED TOP SOIL

PEA GRAVEL SUBBASE

COMPACTED 6AA

GRAVEL DRAINAGE

LAYER

TYPICAL SLEEVE/CONDUIT

VARIES PER PLAN

UNDISTURBED EARTH

1'- 0"

SCALE:

TYPICAL CRIB PIER ICE SHIELD

3/4"=1'-0" (VARIES) DT-CRIB ICE COLLAR

16"

1'- 4"

STRINGER STIFFENER ON TOP BIN WALL

STRINGER (ALL SIDES, TYP.)

TYPICAL BIN WALL STRINGER

5'-

2"SCALE: 8" = 1'-0"

ICEGUARD CONNECTION

ENLARGEMENT

ICEGUARD CONNECTION TO BINWALL

STRINGER. 3/4" HDG STEEL BOLT W/ WASHERS

AND DOUBLE NUT (SEE PLAN VIEW FOR SPACING)

SCALE: 1.5" = 1'-0"

TYPICAL STRINGER SECTION

ENLARGEMENT 16

811 16

41 4"

NOTE: STRINGER CONNECTIONS AND

HARDWARE NOT SHOWN FOR CLARITY

A

A

ELEVATION VIEW OF ICE SHIELD

2" 4'-107

16" 4'-101 16" 11

2"

9'-1112"

91 4"

5'- 11 2"

41 4" 1'-

4" 1'-

4" 1'-

4"

1'- 4"

1'- 4"

1'- 4"

31 4"

1 4"

4"

2" 3

8" RADIUS

SCALE: 3" = 1'-0"

CLEAT ANCHORAGE

ENLARGEMENT

SCALE: N.T.S.

BOLT SLOT ENLARGEMENT

3"

7"

THREADED #4 J-HOOK BAR

UPPER WASHER AND BOLT TO BE

REMOVED PRIOR TO INSTALLATION

OF S-CLEAT

TIE J-HOOK TO #4 LONGITUDINAL

REINFORCEMENT AND 6X6 W.W.F.

SCALE:

TYPICAL PIER ARMORING STONE - AREA A

1/4"=1'-0" DT-PIER ARMORING SECTION

EXISTING GRADE

7'-6"3'-0" MIN.

EXISTING PIER EXTENDING FROM

SOUTHEAST CORNER OF LIFE-SAVING

STATION

ARMOR STONE REVETMENT TO

HAVE A CREST OF TWICE THE

MEDIAN DIAMETER OF STONE

MDOT HEAVY RIPRAP

1 2 3

4 5

SCALE:

TYPICAL ADA ROLL CURB

1 1/2"=1'-0" DT-ADA CURB

2'-0"

6"

1'- 0"

ROLL CURB AT ENTRANCE

TO ADA SPACE

6" THICK CONCRETE ADA

PARKING SPACE

6" THICK 22A GRAVEL

SUBBASE

MDOT 23A GRAVEL DRIVEWAY

EXISTING GRADE VARIES

8" AP

PR

OX

. 1

'-0

#4 REBAR REINFORCEMENT

PER MDOT STANDARD PLANS. 4" CLEAR

FROM EDGE OF CONCRETE (TYP.)

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

NORTH

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\CM-X.XX.DWG

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CM-5.08

CH

SH

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17-37

6/10/2022

AS NOTED

BID

1 SCALE:

TYPICAL EAST MARINA SSP WALL FENDERING DETAIL

3/8"=1'-0" DT-FENDERING AND ATTACHMENT EAST

6X6 TREATED TIMBER FENDER POST

W/ 1"X1" CHAMFER ALL SIDES AT TOP

ANGLE CUT AT BOTTOM

2X12 TREATED TIMBER FENDER BOARD

SPANNING BETWEEN POSTS (TYP.)

7'-4" O.C.

4'- 6"

6X6 MIDSPAN BLOCKING

B

B

3'-

SECTION B - B

L4X4X38 STEEL ANGLE

@ 5" LENGTH (TYP.)

2X8 TREATED TIMBER CAP BOARD

W/ CONSTRUCTION LAG

ATTACHMENT

TREATED TIMBER 2X12 (TYP.)

TREATED TIMBER 6X6 (TYP.)

PZ22 STEEL SHEET PILE

CELL (TYP.)

6" X 6" (VARIES) X 3

8" STEEL PLATE

(EACH SIDE) W/ 1

2" HDG BOLT AND

HARDWARE

L6X6X38 STEEL ANGLE

CONCRETE PROMENADE EDGE

SCALE:

TYPICAL CRIB PIER FENDERING DETAIL

3/8"=1'-0" DT-CRIB FENDERING AND ATTACHMENT

66" MIN. - 96" MAX.

5'- 0"

9'-1112"

3'- 4"

C

C

SECTION C - C

6X6 TREATED TIMBER FENDER POST W/ 1"X1" CHAMFER ALL SIDES AT

TOP ANGLE CUT AT BOTTOM (ADJUST LOCATIONS SYMMETRICALLY

ON EACH SIDE TO AVOID CONTACT WITH ICE SHIELD FASTENERS)

GALVANIZED ALUMINUM CRIB

BIN WALL (TYP.)

CRIB PIER ICE SHIELD

FENDER BOARD ATTACHMENT

STEEL CLIP

CM-5.08

TREATED TIMBER 3X12 (TYP.)

TREATED TIMBER 6X6 (TYP.)

CRIB PIER BIN WALL STRINGER

4" X 5" X 38" PLATE STEEL TAB W/ 1

2" HDG

HARDWARE (TYP.), WELDED TO ICE SHI

OR MATCHING ANGLE THRU BOLTED

FENDER BOARD ATTACHMENT

HDG STEEL CLIP (TYP.)

CRIB PIER ICE SHIELD

CM-5.08

NOTE: ALL FIELD WELDS TO

BE COATED PER SPECS

3X12 TREATED TIMBER FENDER BOARD SPANNING BETWEEN POSTS

(TYP.) (ALIGN VERTICALLY TO AVOID ICE SHIELD FASTENERS)

SCALE:

TYPICAL EXISTING SSP WALL FENDERING DETAIL

3/8"=1'-0" DT-FENDERING AND ATTACHMENT

6X6 TREATED TIMBER FENDER POST

W/ 1"X1" CHAMFER ALL SIDES AT TOP

ANGLE CUT AT BOTTOM

2X12 TREATED TIMBER FENDER BOARD

SPANNING BETWEEN POSTS (TYP.)

7'-4" O.C.

5'- 0"

6X6 MIDSPAN BLOCKING

A

A

3'- 4"

SECTION A - A

L4X4X38 STEEL ANGLE

(TYP.)

2X8 TREATED TIMBER W/

CONSTRUCTION LAG

ATTACHMENT

TREATED TIMBER 2X12 (TYP.)

TREATED 6X6 TIMBER POST (TYP.)

2" HDG BOLT AND HARDWARE,

COUNTERSUNK

EXISTING STEEL SHEET PILE

CELL (TYP.)

6" X 8" (VARIES) X 3

8" STEEL

PLATE (EACH SIDE) W/ 1

2" HDG

BOLT AND HARDWARE

C4X6.25 @ 15" LENGTH

45 DEGREE MITER AT

EACH END (PAINT YELLOW)

C6X10.5 @ 16" LENGTH

BOTH CHANNELS

WELDED TO PILE CAP

(PAINT YELLOW)

EXISTING SSP CAP, CLEATS NOT SHOWN

NOTE: ALL BROKEN OR OLD CLEATS TO BE

REMOVED AND REPLACED/PAINTED PER SPECS

SCALE:

CRIB PIER FENDER CLIP DETAIL

3"=1'-0" DT-CRIB FENDER CLIP

PART 1:

4" x 11" x 14" PLATE

(x3) 916" Ø HOLE

PART 2:

2" x 11" x 14" PLATE

(x2) 916" Ø HOLE

4"

31 2" 4"

31 2"

2" 31 2"

31 2" 2"

2"

TOP VIEW

SCALE: 9" = 1'-0"

16" Ø CONSTRUCTION

LAG HOLE (TYP.)

PART 2

PART 1

8" OUTER DIAMETER

16" INNER DIAMETER HDG WASHER

4" RADIUS FILLET WELD

NOTE: CLIP TO BE HOT-DIPPED

GALVANIZED AFTER FABRICATION