Plans Set_6 of 7_17282_2026.pdf

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

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WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

SCALE:

DRY FIRE INLET STANCHION

1/4"=1'-0" DT-FIRE PROT STANCHION PIPE

BRASS HOSE PLUG

BRASS SWIVEL CONNECTION W/ 2.5'' N.H. THREADS

DRY FIRE INLET NOTES:

1. ADEQUATELY SECURE THE FIRE PROTECTION SYSTEM AGAINST THRUSTS FROM FIRE DEPARTMANT

PUMPING SYSTEM. VERIFY WITH FIRE DEPARTMENT

2. FURNISH AND INSTALL PER MUNICIPAL FIRE DEPARTMENT STANDARDS. VERIFY THREAD REQUIREMENTS, PROVIDE THREAD ADAPTERS AS NEEDED.

90o ELBOW

FLOATATION CHAMBER

DECK

1'- 6"

UTILITY CHASE

SCALE:

DRY FIRE STANDPIPE DETAIL

1/4"=1'-0" DT-FIRE PROT STAND PIPE

2-1/2" BRASS ANGLE VALVE

VERIFY WITH LOCAL FIRE DEPT.

4x4 POST (TO MATCH DECKING)

2-1/2" SCHEDULE 40

GALV. PIPE RISER STAINLESS

CLAMPS

FLOATATION CHAMBER

UTILITY

CHASE

BRASS HOSE PLUG

DECK

1'- 6"

4" GALVANIZED DRY

PIPE SYSTEM HEADER

STANDPIPE NOTES:

1. ADEQUATELY SECURE THE FIRE PROTECTION SYSTEM AGAINST THRUSTS FROM FIRE

DEPARTMENT PUMPING SYSTEM. VERIFY WITH FIRE DEPARTMENT.

2. FURNISH AND INSTALL PER MUNICIPAL FIRE DEPARTMENT STANDARDS. VERIFY THREAD

REQUIREMENTS, PROVIDE THREAD ADAPTERS AS NEEDED.

3. COORDINATE/VERIFY INLET AND OUTLET CONNECTIONS WITH LOCAL FIRE DEPARTMENT.

ADJUST TO MEET LOCAL FIRE DEPARTMENT REQUIREMENTS

H.D.G. CLAMPS

BEVEL ALL 4 EDGES OF POST TOP

POST SECURED TO DOCK

STRUCTURE WITH 5/8'' DIA

GALV THRU BOLTS

SCALE:

PLUMBING DETAILS

1"=1'-0"

PLUMBING NOTES:

1. ALL PIPING AND CONNECTIONS MUST WITHSTAND PRESSURE TESTS AND SYSTEM PRESSURE.

2. ALL MECHANICAL PLUMBING MATERIALS AND INSTALLATION SHALL COMPLY WITH ARTICLE 4 OF THE STATE

PLUMBING CODE

3. PLACE FLEXIBLE CONNECTIONS AT ALL PIPE BENDS, PIPING VERTICAL CHANGES (I.E. UNDER RAMPS, ETC.) (EACH

LOCATION) AND AT ALL DOCK SECTION/MODULE JOINTS.

4. PROVIDE ADEQUATE SLACK FOR TEMPERATURE CHANGES, WATER FLUCTUATIONS AND VERTICAL/HORIZONTAL

MOVEMENTS OF RAMPS AND DOCKS.

5. MAIN PIPE - GALVANIZED STEEL, SCHEDULE (SCH.) 40 OR VICTAULIC SCH. 40 GROOVE PIPE WITH APPROVED SEALS.

6. FITTINGS - GALVANIZED STEEL, VICTAULIC GROOVE TYPE WITH APPROVED SEALS FOR TYPE.

7. WATER FLEXIBLE CONNECTION - (SEE SPECIFICATIONS) MAIN HEAD PIER LINE-BRAIDED STAINLESS STEEL BY TWIN

CITY HOSE, ROGERS, MN, OR APPROVED EQUAL. FLEXIBLE CONNECTIONS TO BE PEX-A AND NSF61 RATED.

8. UTILITY SERVICE CENTER FLEXIBLE PIPE - (SEE SPECIFICATIONS) - 3/4" DIA. LINE TO SERVICE CENTERS FROM MAIN

HEAD PIER LINE WITH INLINE VALVE.

9. DRY PIPE FIRE PROTECTION FLEXIBLE CONNECTION - (SEE SPECIFICATIONS) MUST WITHSTAND TEST PRESSURE, BRAIDED STAINLESS STEEL BY MICRO-FLEX, ORMOND BEACH, FLORIDA, OR APPROVED EQUAL.

10. SANITARY FLEXIBLE PIPE - BRAIDED STAINLESS STEEL (SEE SPECIFICATIONS) BY TWIN CITY HOSE, ROGERS, MN, OR

APPROVED EQUAL.

11. FLEXIBLE FITTINGS - GALVANIZED VICTAULIC GROOVE TYPE, MUST BE RATED FOR TESTING PRESSURES.

12. WATER HAMMER ARRESTOR - SHALL BE BY PPP (PRECISION PIPING PRODUCTS) OR APPROVED EQUAL.

13. CONTRACTOR SHALL PRESSURE TEST WATER, SANITARY, AND DRY FIRE AS SPECIFIED.

14. CONTRACTOR SHALL CHLORINATE WATER LINES, TAKE BACTERIOLOGICAL SAMPLES, AND HAVE SAMPLES TESTED BY

HEALTH DEPARTMENT. IF SAMPLES DO NOT PASS, REPEAT PROCEDURES UNTIL SATISFACTORY RESULTS ARE

OBTAINED. (NUMBER OF TESTS AS REQUIRED)

15. CONTRACTOR SHALL CONFIRM MUNICIPAL STATIC WATER PRESSURE AT THIS SITE. PIPING AND CONNECTIONS MUST

WITHSTAND PRESSURE TESTS AND SYSTEM PRESSURE.

16. OTHER PIPING IS NOT SHOWN, BUT ARE SIMILAR WITH MATERIALS INDICATED.

17. WATER SUPPLY AND FLEXIBLE BRAIDED STAINLESS STEEL HOSE, AS SPECIFIED, SHALL CONFORM TO

STANDARDS IN LOCAL AND STATE CODES.

HOSE BIBS ON UTILITY SERVICE

STATIONS W/ VACUUM BREAKERS

3/4" VALVE & 3/4" PEX-A WATER LINE

TO UTILITY SERVICE CENTER NEXT TO

WATER MAIN CONNECTIONS,

SEE PROJECT SPECIFICATIONS

IF REQUIRED PLACE

CROSS IN LIEU OF TEE

TYPICAL, DRAIN TEE REDUCED TO 1" DIA. ROTATE TEE DOWN

45° FROM HORIZONTAL. PLACE EASILY REMOVABLE CAP OR

VALVE. EXTEND THROUGH SIDEWALL. SLOPE LINE FOR

DRAINING NO LOW POINTS EXCEPT AT DRAINS

TYPICAL FOR DRAINS, PLACE WYE WITH OPENING THE SAME

SIZE AS PIPE WITH WYE IN VERTICAL POSITION. PLACE WYE

SO PIPE CAN BE CLEANED OUT IN THE DIRECTION OF FLOW.

SEE CM 4.01 & 4.02 FOR UTILITY SERVICE CENTER LOCATIONS

FOR ALL WATER AND DRY FIRE SYSTEMS MAIN VALVES, DRAINS, AND FLEXIBLE

CONNECTIONS: PLACE EASILY REMOVABLE, PRESSURE-TREATED FRAMED DECK

PANELS FOR ACCESS, SECURE PANELS WITH SCREWS PER SPECIFICATIONS.

BRAIDED STAINLESS STEEL

FLEXIBLE CONNECTION

VICTAULIC COUPLING OR APPROVED

EQUAL, GALVANIZED (TYP.)

GALVANIZED STEEL SCH. 40 PIPE,

PER SPECIFICATIONS (TYP.)

2 3

SCALE:

POTABLE WATER HOSE STANCHION

1"=1'-0"

3/4" STAINLESS HOSE BIB

W/ WATTS NO. 8A ATMOSPHERIC

VACUUM BREAKER

HOSE HOLDER

(50' CAPACITY)

3" 6"

7 1/2"

WATER STANCHION

PER SPECIFICATIONS

9/16" DIA (TYP)

DECK

6"

3/4" TYP.

POTABLE WATER STANCHION NOTES:

1. STANCHION FABRICATED FROM MARINE GRADE ALUMINUM AND POWDER COATED WHITE TO MARINA SPECIFICATION

2. HOSE HOLDER (CAST ALUMINUM)

3. SPIGOT, STAINLESS STEEL WITH BALL VALVE

4. ALL SUPPORTS AND PIPE CLAMPS SHALL BE GALVANIZED STEEL BY UNISTRUT OR EQUAL AND ADEQUATELY SECURED TO

STRUCTURE, SPACE AS REQUIRED AND PER CODE. MAXIMUM SUPPORT SPACING SHALL BE 10' C/C EVEN IF GREATER IS ALLOWED.

USE LESS IF CODE REQUIRES LESS.

5. ALL WATER MAINS SHALL BE PRESSURE TESTED AND CHLORINATED AS REQUIRED BY THE SPECIFICATIONS AND THE MICHIGAN

DEPARTMENT OF PUBLIC HEALTH.

6. CONTRACTOR TO REVIEW LOCATION WITH OWNER PRIOR TO INSTALLATION.

7. INCLUDE 50 LF OF RUBBER HOSE (RATED FOR POTABLE USE) WITH NOZZLE (BLUE OR GREEN IN COLOR).

INSTALL SIGN ON HOSE HOLDER WHICH READS

"DRINKING WATER SUPPLY"

ALL SIGNS SHALL BE PROFESSIONALLY MADE,

WEATHERPROOF AND DURABLE.

4'' BACKFLOW PREVENTER, WATTS

LF009M3-QT OR APPROVED EQUAL

4'' PEX-A SERVICE

SCALE:

DT-SANITARY PUMP-OUT & WASH DOWN STATION

1"=1'-0" DT-Sanitary Pump-out

3/4" PEX-A SERVICE

PUMP-OUT NOTES:

1. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT

ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS

AND CODE REQUIREMENTS.

2. THE CONTRACTOR, THROUGH THE MANUFACTURER, SHALL

REVIEW SYSTEM DRAWINGS, SYSTEM DESIGN, AND SIZE

PUMPS FOR ONE PUMP-OUT UNIT SYSTEM, AND DISCHARGE

A DISTANCE OF 500 FEET AND A VERTICAL ELEVATION

DIFFERENCE OF 7 FEET THROUGH ONE 2" DIA. HDPE FORCE

MAIN AND SYSTEM CHECK VALVES, ETC. AS REQUIRED.

SYSTEM SHALL BE CAPABLE OF SUCTION OVER A DISTANCE

OF 400 FEET TO A REMOTE STANCHION. DESIGN, FURNISH

AND INSTALL A COMPLETELY OPERATIONAL SYSTEM.

3. ALL SUPPORTS AND PIPE CLAMPS SHALL BE GALVANIZED

STEEL BY UNISTRUT OR EQUAL AND ADEQUATELY SECURED

TO STRUCTURE, SPACE AS REQUIRED AND PER CODE.

MAXIMUM SUPPORT SPACING SHALL BE 10' C/C EVEN IF

GREATER IS ALLOWED. USE LESS IF CODE REQUIRES LESS.

4. ALL FORCE MAINS SHALL BE PRESSURE TESTED. ALL

WATER MAINS SHALL BE PRESSURE TESTED AND

CHLORINATED AS REQUIRED BY THE SPECIFICATIONS AND

THE FLORIDA DEPARTMENT OF PUBLIC HEALTH.

5. INSTALL IN ACCORDANCE WITH THE HEALTH

DEPARTMENT AND CODE REGULATIONS. WASH DOWN

STANCHION TO INCLUDE 50 LF RUBBER HOSE W/ NOZZLE

(RED, YELLOW OR BROWN IN COLOR)

50 LF SUCTION HOSE

WITH NOZZLE ASSEMBLY

HOSE HOLDER

2" DIA. FORCE MAIN DISCHARGE LINE TO SHORE, DISCHARGE TO SANITARY

SYSTEM AS SHOWN, SLOPE AS INDICATED, INSTALL CHECK VALVE, INSTALL

CLEAN-OUT IN 2" LINE NEAR PUMP-OUT AND ALONG LINE AS NEEDED.

3.38" 1.88"

24"

7 1/2"

9/16" DIA (TYP)

6"

3/4" TYP.

INSTALL SIGN ON HOSE HOLDER WHICH READS:

"WARNING"

"FLUSH HOSE ONLY"

"NOT FOR DRINKING"

ALL SIGNS SHALL BE PROFESSIONALLY MADE,

WEATHERPROOF AND DURABLE. 48

TIMBER DECKING

3/4" STAINLESS HOSE BIB W/

WATTS NO. 8A ATMOSPHERIC

VACUUM BREAKER

WASH DOWN STANCHION

PER SPECIFICATIONS

SANITARY PUMP-OUT

PER SPECIFICATIONS

4'' BACKFLOW PREVENTER, WATTS

LF009M3-QT OR APPROVED EQUAL

SCALE:

FORCE MAIN CLEANOUT DETAIL

1"=1'-0" DT-FORCE MAIN CLEAN-OUT

FORCEMAIN NOTES:

1. ALL SUPPORTS AND PIPE CLAMPS SHALL BE GALVANIZED STEEL BY UNISTRUT OR EQUAL AND ADEQUATELY SECURED TO STRUCTURE, SPACED AS REQUIRED, AND AS PER CODE, MAXIMUM SUPPORT SPACING SHALL BE 10' O/C EVEN IF GREATER IS ALLOWED. USE LESS IF CODE REQUIRES LESS.

2. AT CLEAN OUT: ALL PIPE, BENDS, FITTINGS AND WYE FOR CLEAN OUT SHALL BE THREADED/SECURED TO

RESIST BLOW-OFF AND BE OF A TYPE TO WITHSTAND SYSTEM PRESSURE.

3. WATER AND DRY HYDRANT DRAIN SHALL BE SIMILAR TO CLEAN-OUT, BUT ROTATE FITTING AND SLOPE PIPE DOWNWARD TO EDGE OF UNIT AND PLACE CAP PROTRUDING THROUGH HOLE IN EDGE OF WALL.

WYE FITTING WITH THRUST

AND SUPPORTS

THREADED BEND

FITTING

PRESSURE TYPE

THREADED CAP

2" DIA GALVANIZED STEEL

SCHEDULE 40 PIPE WITH

THREADED FITTINGS

FLOW DIRECTION

SLOPE FOR WINTER DRAINING

PLACE EASILY REMOVABLE PRESSURE TREATED DECK

PANELS FOR ACCESS. PROVIDE ADEQUATE FRAMING.

SCREW DOWN PANEL

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CM-5.08

CH

FL

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18-036

4/24/2026

BID

751/17282 BDW

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

PR

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

1/ 2"

TOE PLATE

1"NON-SLIP DECKING MATERIAL

PER BID

GANGWAY FLOOR BEAMS

DIAGS AND VERTS

RUB STRIP

HAND RAIL ALUM. BRACKET PER ADA

SPECIFICATIONS (SEE ENLARGEMENT)

PIPE TOPRAIL

CLEAR

VARIES (5'-0" GANGWAY B, 7'-0'' GANGWAY A) MIN.

TUBE PICKETS WITH EXTRUDED CHANNEL AND

CLOSURE (TYPICAL TOP & BOTTOM)

STANDARD

HANDRAIL

BRACKET

VARIES (6'-0" GANGWAY B, 8'-0'' GANGWAY A)

NOTES:

1. PRIOR TO PRODUCT SUBMITTALS & FABRICATION, CONTRACTOR SHALL

ENSURE ALL DIMENSIONS MEET ADA GUIDELINES AND REQUIREMENTS.

SCALE:

GANGWAY RAIL SECTION

NTS

ADA HANDRAIL ENLARGEMENT

SCALE: NTS

'' T

O G

R O

U N

D

SU

R

FA

C E

2''

MIN

11 2'' M

IN

4'' MIN - 2'' MAX DIA.

ADA HAND RAIL & BRACKET

PIPE TOPRAIL

SCALE:

GANGWAY (A) DETAIL

1/4"=1'-0"

575.65 (-2 LWD)

577.65 (LWD)

583.65 (+6 LWD)

581.65 (+4 LWD)

584.0' (TOP OF PLATFORM)

GANGWAY NOTES:

1. CONNECTION OF GANGWAY TO GANGWAY PLATFORM BY CONTRACTOR. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ENGINEER

APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

2. GANGWAY DIMENSIONS SHALL COMPLY WITH ALL APPLICABLE ADA REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING RAMPS COMPLIANCE WITH ADA SLOPE REQUIREMENTS AS INSTALLED, FOR WATER ELEVATIONS

BETWEEN -1.0' LWD TO +5.0' LWD.

3. GANGWAY DECKING, PER SPECIFICATIONS, SHALL BE SUPPLIED WITH A NON-SLIP SURFACE.

4. GANGWAY AND UTILITY CONNECTIONS TO DOCK SHALL BE NON-BINDING AND SHALL CONTAIN SUFFICIENT SLACK AND CLEARANCE

TO ACCOMMODATE FULL RANGE OF WATER ELEVATIONS BETWEEN -2.0' LWD TO +6.0' LWD WITHOUT DAMAGE OR INTERFERENCE.

5. CONTRACTOR TO VERIFY FIELD CONDTIONS.

6. ALL LONGITUDINAL SLOPES SHALL NOT EXCEED 5%.

80'

FLOATING DOCK

ALL WEBS CUT, NOTCHED, GROUND AND

WELDED TO TOP AND BOTTOM CHORD

HINGE CONNECTION

1/4" X 3" FLAT CURB & INTERMEDIATE RAILS

UNISTRUT (NOT SHOWN) ATTACHED

TO CROSSERS FOR HANGING UTILITIES

ROLLER WHEEL

REQUIRED BALUSTERS NOT SHOWN FOR CLARITY

UTILITY LINES (SEE UTILITY SHEETS)

GANGWAY PLATFORM A

GANGWAY CONN.

CM-5.05

SCALE:

GANGWAY (B) DETAIL

1/4"=1'-0"

575.65 (-2 LWD)

577.65 (LWD)

583.65 (+6 LWD)

581.65 (+4 LWD)

GANGWAY NOTES:

1. CONNECTION OF GANGWAY TO GANGWAY PLATFORM BY CONTRACTOR. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ENGINEER

APPROVAL PRIOR TO FABRICATION AND INSTALLATION.

2. GANGWAY DIMENSIONS SHALL COMPLY WITH ALL APPLICABLE ADA REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING RAMPS COMPLIANCE WITH ADA SLOPE REQUIREMENTS AS INSTALLED, FOR WATER ELEVATIONS

BETWEEN -1.0' LWD TO +5.0' LWD.

3. GANGWAY DECKING, PER SPECIFICATIONS, SHALL BE SUPPLIED WITH A NON-SLIP SURFACE.

4. GANGWAY AND UTILITY CONNECTIONS TO DOCK SHALL BE NON-BINDING AND SHALL CONTAIN SUFFICIENT SLACK AND CLEARANCE

TO ACCOMMODATE FULL RANGE OF WATER ELEVATIONS BETWEEN -2.0' LWD TO +6.0' LWD WITHOUT DAMAGE OR INTERFERENCE.

5. CONTRACTOR TO VERIFY FIELD CONDTIONS.

6. ALL LONGITUDINAL SLOPES SHALL NOT EXCEED 5%.

FLOATING DOCK

ROLLER WHEEL

60'

ALL WEBS CUT, NOTCHED, GROUND AND

WELDED TO TOP AND BOTTOM CHORD

HINGE CONNECTION

1/4" X 3" FLAT CURB & INTERMEDIATE RAILS

UNISTRUT (NOT SHOWN) ATTACHED

TO CROSSERS FOR HANGING UTILITIES

REQUIRED BALUSTERS NOT SHOWN FOR CLARITY

UTILITY LINES (SEE UTILITY SHEETS)

584.0' (TOP OF PLATFORM)

GANGWAY PLATFORM B

GANGWAY CONN.

CM-5.02

SCALE:

MOORING CLEAT

3" = 1'

15"

16" 33

8" 513 16"

3"

/1 6"

8"

13/16" DIA HOLE-TYP

1-3/4" DIA HOLE

5/

8"

7/

8"

TOP VIEW

FRONT VIEW

SIDE VIEW

TYPICAL 15" CLEAT (SLIPS 45'+)

4" 11

4"

5"

11 2"

13 16

TOP VIEW

9/16" DIA HOLE-TYP

10"

31 16

31 4"

8"

11/16" R

1/4" R

1/4" R

11/16" R 1/4" R

FRONT VIEW

8"

SIDE VIEW

TYPICAL 10" CLEAT

SCALE:

DT-MOORING CLEAT ATTACHMENT

1 1/2"=1'-0"

4" X 4" x 12" MIN

BACKER CLEAT

2'-0" 4"4"4"4"

3/

4"

3 3/4" HOT DIPPED

SCREW SHANK NAILS

2" x 6" DECKING

GALVANIZED BOLT TO EXTEND

3/4" BEYOND CLEAT BACKER. NUT

AND WASHER REQUIRED.

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CM-5.09

CH

FL

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18-036

4/24/2026

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

PR

O

JE

C

T

TI

TL

E:

SH

EE

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TI

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E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

1 SCALE:

TELESCOPING SPUD ASSEMBLY

1/4"=1'-0"

NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING BOTTOM DEPTHS AT SPUD LOCATIONS AND FURNISH

LENGTHS OF VARIOUS PIPE SIZES TO MEET SPUD DESIGN REQUIREMENTS AS SPECIFIED.

CONTRACTOR SHALL PLACE ADEQUATE PIPE LAP.

2. TELESCOPING SPUDS LIMITING BOTTOM DEPTH IS: 12' BELOW LOW WATER DATUM

3. FLOATING PIER SYSTEM CONTRACTOR IS RESPONSIBLE FOR ANCHORAGE DESIGN.

4. PLACE SPUDS SO EACH SPUD OF A PAIR ARE DIRECTLY ACROSS FROM EACH OTHER ALONG

THE HEAD PIER.

5. CONTRACTOR SHALL POWER DRIVE LOWER PORTION OF TELESCOPING SPUD INTO BOTTOM.

6. THE NUMBER OF TELESCOPING SPUDS SHOWN ON THE ANCHORAGE PLAN SHALL BE THE

MINIMUM NUMBER INSTALLED. THE CONTRACTOR SHALL FURNISH CALCULATIONS FOR REVIEW

BY THE PROFESSIONAL.

3" DIA. SCHEDULE 80 STEEL OR

4" DIA. SCHEDULE 80 STEEL

PIPE INNER TELESCOPING SPUD. LENGTH AS REQUIRED

TO RESIST DEVELOPED HORIZONTAL LOADS

WITHIN DESIGN WATER FLUCTUATIONS. PENETRATION DEPTH

SUBJECT TO BOTTOM CONDITIONS, DEPTH TO BE 3' MINIMUM.

5" DIA. X 24" LONG GALVANIZED OR

6" DIA. X 24" LONG GALVANIZED

STEEL SEE PROJECT

SPECIFICATIONS SCHEDULE 40 PIPE

SLEEVE TELESCOPING SPUD WELL

GUIDE WELDED TO PLATE

ATTACHED TO FLOATING UNIT.

SEE DETAIL ABOVE.

LARGER DIA. GALVANIZED STEEL RING WELDED

TO TOP OF 4" DIA. SPUD. AND 5" DIA. SPUD

O.D. (OUTSIDE DIAMETER) - 5" DIA. PIPE O.D.

SIDE OF HEAD

PIER AND AT END

OF 50' OR LONGER

FINGER PIERS.

2" DIA. X 6" LENGTHS OF

FILLER STEEL USED TO OBTAIN

PROPER WELD STRENGTH.

5" DIA. X 24" LONG GALVANIZED

SCHEDULE 40 STEEL PIPE SLEEVE

WELD TO 14" X 6" X 27" STEEL

PLATE AND THRU BOLTS TO PIER

SIDE WALLS WITH (8) 12" DIA.

GRADE 5 THRU BOLTS.

PLATE WIDTH SHALL BE ADEQUATE

FOR PROPER BOLT CLEARANCES.

4" DIA. SCHEDULE 40 STEEL PIPE OR

5" DIA. SCHEDULE 40 STEEL PIPE

INTERIOR TELESCOPING SPUD

SHALL BE HOT DIPPED GALVANIZED.

BOTTOM SHALL BE BELLOW BOTTOM OF MAXIMUM

POSSIBLE ICE DEPTH AND WITH LENGTH REQUIRED

TO RESIST DEVELOPED HORIZONTAL LOADS

WITHIN DESIGN WATER FLUCTUATIONS.

AS A SAFETY FACTOR DURING BOATING SEASON.

SECURE 4" AND 5" DIA. AND 5" AND 6" DIA. PIPES

WITH REMOVABLE 12" DIA. GALVANIZED THRU PIN WITH CLIP.

OWNER SHALL REMOVE THE PIN DURING WINTER MONTHS.

SCALE:

SLIP SIGNAGE DETAIL

NTS

5"

BOATER SLIP IDENTIFICATION

NOT TO SCALE

NOTES:

1. SIGNS TO BE LOCATED AT BOTH ENDS OF FINGER PIERS, 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 THICKNESS

4. LETTERING SHALL BE 2 MIL EXTERIOR 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"

SCALE:

DOCK ACCESS LADDER DETAIL

3/4"=1'-0" DT-ACCESS LADDER

ALUMINUM

MOUNTING

BRACKET

WELDED ALUMINUM

ACCESS LADDER

20" 23"

3"

8'-

10" TYP.

NOTE: MOUNTING BRACKET TO ALLOW FOR REMOVAL OF LADDER.

5''

5''3''

BOATER END WALL DOCK IDENTIFICATION

NOT TO SCALE

9''

5''3''

BOATER END WALL SLIP GROUP IDENTIFICATION

NOT TO SCALE

END WALL DOCK IDENTIFICATION

SIGN, CENTERED ON MAIN PIER

END WALL SLIP GROUP IDENTIFICATION SIGN,

3' OFFSET (BOTH SIDES) OF CENTER LINE OF MAIN PIER

SCALE:

TYP. END WALL SIGNAGE DETAIL

NTS

1-18

B

19-39

1-18 B

NOTES:

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

2. SIGNS SHALL BE 0.12" PAINTED ALUMINUM SHEETS (ULTRA MARINA BLUE) WITH SOLID POLYETHYLENE CORE, 3 MM OVERALL THICKNESS

3. LETTERING SHALL BE 2 MIL EXTERIOR GRADE VINYL WITH PRESSURE SENSITIVE ADHESIVE (WHITE)

4. BORDER SHALL BE WHITE (0.25" BOATER, 0.125" PED.)

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

6. MOUNTING HOLES SHALL BE PREDRILLED. FASTENERS SHALL BE STAINLESS STEEL WITH ROUNDED HEADS.

7. SIGNS TO BE CENTERED (VERTICALLY) ON THE END WALL TOP FASCIA BOARD

8. CONTRACTOR TO ENSURE NECESSARY FASTENER SPACING AND EDGE DISTANCE REQUIREMENTS ARE MET

SCALE:

SHEET PILE WALL LADDER PLAN & ELEVATION

3/4"=1'-0" DT-SSP LADDER DETAILS

PLAN VIEW

ELEVATION

TOP OF CONCRETE: 584.0'

WATER LEVEL (11/17/25): 578.0'

LWD: 577.5'

OHWM: 580.5'

NOTES:

1. LADDER TO BE PRE ASSEMBLED AS A FRAME TO AVOID UNDERWATER WELDING

2. LADDER FRAME TO BE PAINTED, OHSA SAFETY ORANGE, PRIOR TO INSTALLATION.

3. LADDER TO BE CENTERED ON CLOSEST SSP BELLY-IN TO SHOWN PLAN VIEW LOCATION (CONFIRM W/ ENGINEER)

6"

2'-0"

4'-5"

2'- 7"

2'- 0"

2'-2"

1'- 0"

TY

P.

1" DIA A572 GR.50 STEEL

ROUND BAR LADDER RUNG

CONCRETE

PROMENADE

(ABOVE)

TYP. 3'' LONG L5x3x38 A572 GR.50 STEEL ANGLE

@ EACH HORIZONTAL HSS SUPPORT

TYP. 1" x 3'' x 11'-0'' A572 GR.50 VERTICAL BAR

HSS 3X3X38 A500 GR. C HORIZONTAL SUPPORT @ 4'-6'' SPACING

EXISTING PDA27 STEEL SHEET

PILE WALL & STEEL CAP

TYP. 58" DIA x 412" LONG A325 OR A307, H.D.G.

HEX BOLT (CENTERED ON ANGLE LEG)

TYP. 1" DIA A572 GR.50 STEEL

ROUND BAR LADDER RUNG

EXISTING STEEL

SHEET PILE WALL

EXISTING STEEL SSP CAP

TYP. 1" x 3'' x 11'-0'' A572 GR.50 VERTICAL BAR

10'' THICKENED CONCRETE PROMENADE

TYP. HSS 3X3X38 A500 GR. C

HORIZONTAL SUPPORT

TYP. 3'' LONG L5x3x38 A572

GR.50 STEEL ANGLE

SHEET PILE WALL BELLY - OUT

2'-0"

3'-

2" 4'-

6" 3'-

2"

TYP. 58" DIA x 412" LONG A325 OR A307, H.D.G.

HEX BOLT (CENTERED ON ANGLE LEG)

'-1

TYP. 1" x 4'' x 0'-2'' A572 GR.50 BAR

ROUND CORNER (R = 14'')

CM-5.10

4'-5"

3"

TOE KICK EDGE

PROTECTION

1 & 3 C-5.02

EACH BELLY-OUT

CONCRETE PROMENADE

SCALE:

SHEET PILE WALL LADDER SECTION

3/4"=1'-0" DT-SSP LADDER DETAILS

2'- 0"

4'- 6"

TOP OF CONCRETE: 584.0'

WATER LEVEL (11/17/25): 578.0'

LWD: 577.5'

OHWM: 580.5'

3'-

2" 3'-

2"

'-1

6"

EXISTING STEEL SSP CAP

EXISTING STEEL

SHEET PILE WALL

1'- 0"

T

YP

TYP. HSS 3X3X38 A500 GR. C

HORIZONTAL SUPPORT

TYP. 58" DIA x 412" LONG

A325, H.D.G. HEX BOLT

(CENTERED ON ANGLE LEG)

TYP. 3'' LONG L5x3x38

A572 GR.50 STEEL ANGLE

TYP. 1" DIA A572 GR.50 STEEL

ROUND BAR LADDER RUNG

TYP. 1" x 3'' x 11'-0'' A572

GR.50 VERTICAL BAR

EACH BELLY-OUT

TYP. 1" x 4'' x 0'-2'' A572 GR.50 BAR

ROUND CORNER (R = 14'')

5 6

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DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

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P: 269.932.4502 edgewaterresources.com

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DATE

1 2 3SCALE:

DOWELED EXPANSION JOINT DETAIL

NOT TO SCALE DT-DOWELED EXPANSION JOINT DETAIL

NOTE:

ALL REINFORCING AND DOWELLED

EXPANSION JOINT INCLUDED IN

CONCRETE PAY ITEM

3'- 6"

7'- 0"

1'-0'' (TYP)

1/2"

JOINT SEALING COMPOUND

SIDEWALK, CONC, 7 INCH

#5 SMOOTH DOWEL

BAR COATED TO

PREVENT BOND AT 1'-6"

DISCONTINUE SLAB

REINF AT EXPANSION

JOINT (TYP)

EXPANSION JOINT MATERIAL

SCALE:

DOWEL BAR DETAIL

NOT TO SCALE DT-DOWEL BAR DETAIL

GREASE END OF BAR

TRANSVERSE CONTRACTION JOINTS ABUTTING

EXISTING PAVEMENT

18''

PA

VE

M

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T

DE

PT

H

9''

D/

3/4" DIA. MAX.

X 9" DRILL HOLE

#5 DIA. X 18'' DOWEL BARS

ANCHORED INTO EXISTING PAV'T

NEW

PAV'T.

1/4'' RADIUS

(TOOLED)

1/ 4''

SCALE:

CONCRETE SIDEWALK, 6 INCH

NOT TO SCALE

3" CLEAR

#4 REBAR GR. 60 @ 18'' O.C. SPACING

6" 8"

MDOT 21AA CRUSHED LIMESTONE

COMPACT TO 98% MAX DENSITY

COMPACTED SUBGRADE

R12"

FINISH GRADE 1" BELOW

ADJACENT PAVING

6"

1'- 2"

2'' C

LE

AR

NOTE:

1. ALL CROSS SLOPES SHALL NOT EXCEED 2%.

1/

SL

AB

T

HI

CK

NE

SS

R 1/2"

1/2"5/ 8"

SAW CUT

CONTROL JOINT:

REFER TO PLANS

FOR LOCATIONS

COLORED SEALANT TO MATCH

ADJACENT PAVING

PRE-MOLDED

BITUMINOUS JOINT FILLER

CONCRETE

SIDEWALK

COMPACTED MDOT

22A BASE

SCALE:

CONCRETE EXPANSION AND CONTROL JOINTS

3"=1'-0" DT-CJ AND EJ

WELDED WIRE

FABRIC

1/4" MAX

4 5 SCALE:

UPLAND WATER SERVICE

1/2"=1'-0" DT-WATER-SERVICE

2'' RPZ BACKFLOW PREVENTER

(WATTS LF909M1-QT-FS OR APPROVED EQUAL)

2'- 4"

3'-7"

ALUMINUM BACKFLOW ENCLOSURE

(AQUASHIELD BFP2-S - 43”LX17”WX28”H OR APPROVED EQUAL)

6" REINFORCED CONCRETE PAD

FROM EXISTING BLDG.

2-12" HDPE WATER SERVICE

SEASONAL DISCONNECT UNION FITTINGS

2-12" HDPE WATER SERVICE

2'- 0"

TO UTILITY PENETRATIONS

2'- 0"

3" HDPE WATER SERVICE

3" TO 2-12'' REDUCER

4'-7"

2'- 5"

6"

6"

6"

ENCLOSURE FOR RPZ

3'-7"

1'- 5"

6"

3" HDPE WATER SERVICE

3" TO 2-12'' REDUCER

2-12" HDPE WATER SERVICE

2'' RPZ BACKFLOW PREVENTER

2-12" HDPE WATER SERVICE

PLAN VIEW

SECTION VIEW

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18-036

4/24/2026

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

PR

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P: 269.932.4502 edgewaterresources.com

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SCALE:

TYPICAL FORCEMAIN THRUST BLOCKING INSTALLATIONS

NTS DT-Forcemain Thrust Blocking

CONCRETE TO BE PLACED BETWEEN FIRM EARTH

OF TRENCH AND PIPE AT ALL TEES AND BENDS.

CONCRETE THRUST

BLOCKING CONCRETE THRUST

BLOCKING

SCALE:

TYPICAL TRENCH, PIPE LAYING, AND BEDDING

1"=1'-0" DT-Trench-Pipe laying-Bedding

"T

IN SUITABLE SOILS

0.3 "D"

IN SOFT OR HARD SOILS

IN HARD SOILS OR ROCK IN SOFT SOILS OR SAND

"D "/4

NOTE: PIPE SHALL BE FIRMLY BEDDED ON UN-DISTURBED SOIL AS SHOWN IN LEFT SECTION. IN THE EVENT THE SOIL CAN NOT BE SHAPED, OR THE CONTRACTOR PREFERS, THE TRENCH SHALL BE EXCAVATED TO A GREATER DEPTH AND BACKFILLED WITH SELECTED FILL AND COMPACTED AS SHOWN IN RIGHT SECTION. IN ALL CASES

BELL HOLES SHALL BE PROVIDED SO THAT BELL SUPPORTS NO WEIGHT.

WIDTH "W"

"D"

M

IN

"D "/3

WIDTH "W"

"D "/4 "D"

0.3 "D"

SELECTED FILL

4" LAYER OF SUITABLE

EXCAVATED MATERIAL

TAMPED INTO PLACE

SUITABLE EXCAVATED

MATERIAL HAND TAMPED

SUITABLE FILL

TAMPED

INTO PLACE

0.6 O.D.

4" MIN. OR AS

DIRECTED BY

ENGINEER

O.

D.

/2

5'- 0"

M

IN

. D .I.

P.

P

IP

E

5'- 6"

M

IN

. P

VC

P

IP

E

TRENCH DETAIL

IN SUITABLE SOIL

TRENCH DETAIL

IN UNSUITABLE SOIL

MAXIMUM TRENCH WIDTH

24" WIDER THAN O.D. OF PIPE

UNDISTURBED EARTH

BEDDING MATERIAL

SELECT EXCAVATED

MATERIAL

INITIAL BACKFILL

SELECT EXCAVATED

MATERIAL

BACKFILL WITH EXCAVATED

MATERIAL

EXCAVATE FOR PIPE

BELL & BARREL

FINISHED

GRADE

BEDDING MATERIAL

MDOT CLASS II

GRANULAR MATERIAL

INITIAL BACKFILL

MDOT CLASS II OR III

GRANULAR MATERIAL

SCALE:

TRENCH DETAIL

N.T.S.

PLAN VIEW

BRICK LOCATION

5'- 0"

M

IN

. C

OV

ER

F

OR

D

UC

TI

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IR

ON

P

IP

E

5'- 6"

M

IN

. C

OV

ER

F

OR

P

VC

P

IP

E

CONC BLOCKING

UNDER VALVE

CONCRETE

BRICK

ADJUSTABLE TYPE,

3 PIECE, CAST IRON

VALVE BOX

SET TOP FLUSH WITH

GROUND OR PAVEMENT

SCALE:

GATE AND VALVE BOX

N.T.S. SCALE:

EXISTING MANHOLE & FORCEMAIN CONNECTION

1/2"=1'-0" DT-PRECAST MH FM CON

VA

RI

ES

EXISTING GRADE

EXISTING SANITARY MANHOLE

STANDARD FRAME AND COVER

2'- 0"

M

AX

CORE HOLES FOR FORCEMAIN, GROUT

AROUND PIPE TO ENSURE WATERTIGHT

CONNECTION

HDPE SANITARY FORCEMAIN

HEAT FUSION JOINT

FLANGE RING

HDPE PIPE (DIPS)

HDPE FLANGE ADAPTER

METAL DUCTILE

IRON PIPE

FULL FACE GASKET

SCALE:

FLANGED JOINT

N.T.S.

6 7 8 9

SCALE:

EDGE PROTECTION TOE-KICK

1"=1'-0"

FRONT ELEVATION

PLAN

2" DECKING BLOCK

SPACED 5' O.C.

TOE KICK

5'-0"

TOE KICK

51 4"

CONCRETE

PROMENADE

5'-0" O.C., TYP.

2" DECKING BLOCK SPACED 5' O.C.

5'-0" O.C., TYP.

ALL TOE KICK BOARD JOINTS SHALL BE CENTERED ON DECKING BLOCK AND FASTENED. MODIFY BOARD ENDS AS NEEDED TO ENSURE A TIGHT JOINT AND ALLOW TOE KICK TO FOLLOW CURVE IN SHEET PILE WALL

1'-6" TYP

4" TYP.

SCALE:

EDGE PROTECTION TOE-KICK - SECTION

3"=1'-0"

2"X6" DECKING TOEKICK,

1/4" BEVELED EDGE

2"X4-1/2" DECKING BLOCK

CONCRETE

4"

SIMPSON SDWS SS 3'' WOOD SCREWS (8 EA PER

BLOCK)- COUNTERSINK WITH PROPER HOLE

DIAMETER TO ALLOW A SMOOTH, TEAR FREE

FINISHED SURFACE

3/8"X5" SS CONCRETE HD SCREW ANCHOR

W/ WASHER HEAD (3 EA PER BLOCK)

COUNTERSINK TO BE FLUSH

R 14 "

21 SCALE:

LITTER/RECYCLING BIN

1"=1'-0" DT-LITTER

NON-CORROSIVE

ANCHORING HARDWARE

SUPPLIED BY OTHERS.

(4) 7/16" MOUNTING HOLES.

4" CONCRETE PAVING

1'-0"

SEE SPECIFICATIONS FOR LITTER RECEPTACLE TYPE

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BID

751/17282 BDW

AutoCAD SHX Text O.D.

AutoCAD SHX Text O.D.

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

PR

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

1 SCALE:

TYPICAL BENCH

1"=1'-0" DT-BENCH

NON-CORROSIVE

ANCHORING

HARDWARE SUPPLIED

BY MANUFACTURER

4" MIN. CONCRETE PAVING

1'-0"

MIN.

ADJACENT LANDSCAPE

SEE SPECIFICATION FOR BENCH TYPE

BENCH CONCRETE PAD PLAN VIEW: NOT TO SCALE

5'- 0"

10'-0"3'-0"

2'- 0"

30'' x 52''

ACCESSIBLE

CLEAR SPACE

SI

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