Drawings 17185_Part2.pdf

PDF 5 MB Posted Jun 30, 2022

Attached to: 751/17185. JBB; Eagle Harbor State Harbor - Harbor Upgrades
Solicitation number: RFQ 171 220000000407 4
Issued by: Kent County, Douglas City, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This file consists of technical drawings for the Eagle Harbor State Harbor upgrade project in Eagle Harbor, Michigan, prepared by Edgewater Resources, LLC for the Michigan Department of Natural Resources (MDNR). The project encompasses comprehensive marina infrastructure improvements including the construction of anchored steel sheet pile walls, crib piers, dredging operations, utility installations, and sanitary system upgrades. The base bid scope includes dredging of approximately 3,800 cubic yards across Areas A and B to a depth of Lake Water Datum minus 7.5 feet (elevation 593.6'), with allowable overdredge of 6 inches, along with construction of eastern and western steel sheet pile walls featuring PZ22 steel sheet piles, double C10x15.3 steel channel walers, and galvanized tie-rods. Alternate 2 includes an additional 80-foot eastern crib pier with connected infrastructure, while Alternate 3 involves dredging of up to 145 cubic yards in Area C to the launch well ramp base. The project includes installation of marine utility pedestals, fire pedestals, water distribution systems utilizing HDPE and PEX-A piping, electrical conduit work, a 1,000-gallon septic tank with 500-gallon dosing and pump tank, raised sanitary pressure distribution mound, and site utility infrastructure. Construction details specify the use of compacted MDOT 6A gravel subbase, reinforced concrete decking with welded wire fabric, timber fendering systems, ice shields, and MDOT plain riprap armoring stone totaling approximately 23 cubic yards.

The drawings indicate that all work must comply with Michigan State Plumbing Code Article 4, with piping materials meeting NSF 61 standards and specified state code requirements. The contractor is responsible for submitting a dewatering plan for approval, achieving specified dredge depths, coordinating utility work with UPPCO (Upper Peninsula Power Company), and conducting disinfection and bacteriological testing of potable water systems prior to project acceptance. A turbidity curtain is required per EGLE and USACE permits, and all excavation for sheet pile installation is considered incidental to the contract. Control point coordinates are provided using NAD83 Michigan State Plane Coordinates (North Zone) with vertical datum referenced to IGLD'85, based on a topographic and bathymetric survey performed on April 27, 2017, when water elevation was recorded at 602.15 feet.

View the file

Other files

File	Type	Posted
Information for Bidders Attachments 17185_Part2.pdf	PDF	Jun 30, 2022
Addendum #1 17185.pdf	PDF	Jun 30, 2022
Addendum 2 17185 (Attachment 1).pdf	PDF	Jun 30, 2022
Information for Bidders Attachments 17185_Part1.pdf	PDF	Jun 30, 2022
Addendum 2 17185 (Attachment 2-5).pdf	PDF	Jun 30, 2022
Drawings 17185_Part3.pdf	PDF	Jun 30, 2022
DCSpec 17185.pdf	PDF	Jun 30, 2022
Addendum 2 17185.pdf	PDF	Jun 30, 2022
Drawings 17185_Part1.pdf	PDF	Jun 30, 2022
Drawings 17185_Part4.pdf	PDF	Jun 30, 2022
Technical Specifications 17185.pdf	PDF	Jun 30, 2022
Advertisment 17185.pdf	PDF	Jun 30, 2022

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

590589

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

DATE REVISION

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

40'20'0

NORTH

SCALE: 1" = (AT 24"x36")

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

LAKE SUPERIOR/EAGLE HARBOR

CM-5.02

CRIB PIER

ENLARGEMENT CM-5.03

10' MAX GAP @ SEAWALL

FOR CIRCULATIONCM-5.02

2 / 3

CP3

CP4

CP5

CP6

CP7

CP8

CONTROL POINT TABLE

POINT # NORTHING EASTING

CP3 977981.83 25962662.83

CP4 977971.34 25962669.39

CP5 977965.57 25962679.79

CP6 978181.50 25962799.70

CP7 978189.12 25962812.90

CP8 978196.05 25962808.90

45'

60' TYP.

NEW EAGLE HARBOR MDNR

SIGN LOCATION (PROVIDE

NEW FOUNDATIONS)

46' (TYP.)

SPRING PILE (TYP.) (QTY. = 2)

LADDER AT END OF EACH CRIB PIER (TYP.)

40'

50'

ANCHORED STEEL SEAWALL

- SEE SHEET CM-4.01

ARMORING STONE - AREA C,

MDOT PLAIN RIPRAP (8 CY)

10'

TYP.

8" MDOT 23A GRAVEL FOR

PARKING LOT AND ROAD

EXTENSION (APPROX. 140 CY)

EXISTING GRAVEL AREAS TO BE REMOVED AND

RESTORED WITH 6" TOPSOIL AND SEED (770 SF)

L L

R , M

I H

R U

CM-1.03

17-37

6/10/2022

20'

BID

CM-5.03

TYPICAL SSP LADDERCM-5.04

FIRE INTAKECM-5.04

EASTERN 80' CRIB PIER AND CONNECTED

INFRASTRUCTURE IS PART OF ALTERNATE 2

FENDERING ALONG SSP WALL FOR BROADSIDE

MOORING - BASE BID ONLY (73 LF)CM-5.08

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES,

NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

RESTORE TREE REMOVAL AREA WITH

TOPSOIL AND GRASS SEED

SEE SHEET CM-1.04 FOR PROPOSED

DREDGING

ARMORING STONE - AREA B, MDOT

PLAIN RIPRAP (APPROX. 15 CY)

SLIP #7

SLIP #8

SLIP #9

SLIP #10

SLIP #11 SLIP #12

SLIP #13

SLIP #14

SLIP #15

CM-5.04

SLIP #16

80' TYP.

70' L

600599

594593592591590589

601600599598597596595

589588

266'

NORTH

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

DATE REVISION

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

60'30'0

SCALE: 1" = (AT 24"x36")

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

NOTES:

1. VERTICAL DATUM IS IGLD 85

2. HORIZONTAL DATUM IS NAD83 MICHIGAN STATE PLANE GRID, NORTH ZONE, US FOOT

3. SURVEY WAS PERFORMED ON 04/27/2017

4. WATER ELEVATION WAS 602.15' ON DATE OF SURVEY

5. LAKE SUPERIOR LOW WATER DATUM IS 601.1' (IGLD '85)

6. TURBIDITY CURTAIN REQUIRED AS PER EGLE AND USACE PERMITS

7. CONTRACTOR TO SUBMIT DEWATERING PLAN FOR APPROVAL AND FINAL DETERMINATION

OF DEWATERING LOCATION ON SITE

DREDGE VOLUME ESTIMATES*:

BASE BID: (AREAS A & B) 150 CY + 3,650 CY = 3,800 CY

ALTERNATE 3: (AREA C) = UP TO 145 CY

DREDGE AREA DEPTHS:

AREA A: LWD-7.5' (593.6') REQUIRED WITH A 6" ALLOWABLE OVERDREDGE

AREA B: LWD-7.5' (593.6') REQUIRED WITH A 6" ALLOWABLE OVERDREDGE

AREA C: TO EXISTING CONCRETE/STONE BASE AND RAILS OF LAUNCH WELL RAMP

* ESTIMATED IN-PLACE QUANTITY OF REQUIRED MATERIAL TO BE DREDGED INCLUDES

ALLOWABLE OVERDREDGE AND IS MEANT TO ASSIST THE CONTRACTOR AND ESTABLISH

THE GENERAL SCOPE OF THE PROJECT AS INFORMATION ONLY. CONTRACTOR REQUIRED

TO ACHIEVE THE REQUIRED DEPTHS INDICATED.

DREDGE AREA B

DREDGE AREA A

CP10 CP11

CP12

CP13

CONTROL POINT TABLE

POINT # NORTHING EASTING

CP9 977683.27 25962478.68

CP10 977887.68 25962650.29

CP11 977943.07 25962699.15

CP12 978094.14 25962937.69

CP13 978195.72 25962833.16

DREDE SUMMARY TABLE

DREDGE AREA DEPTH EST. VOLUME

A LWD-8' 150 CY

B LWD-8' 3,650 CY

TOTAL ----- 3,800 CY

ALTERNATE 3 DEPTH VOLUME

C VARIES UP TO 145 CY

320'

145'

TEMPORARY

DEWATERING

AREA

OUTERMOST DREDGING AREA (TYP.)

CONCRETE BARRIER (TYP.)

STRAW BALE (TYP.)

SILT FENCE (TYP.)

74'

D R

R , M

I H

R U

CM-1.04

17-37

6/10/2022

30'

BID

SLOPE AWAY FROM ALL EXISTING

SSP WALLS. DREDGE PER TYPICAL TEMPLATECM-5.05

TAPER DREDGING SLOPE AT 2:1

TO EXISTING GRADECM-5.05

50'

DREDGE

AREA C

(ALT. # 3)

57'

CP9

CM-5.05

AutoCAD SHX Text

FLAG

AutoCAD SHX Text

UTL

AutoCAD SHX Text

UTL

AutoCAD SHX Text

UTL

AutoCAD SHX Text W

AutoCAD SHX Text S

590589

NORTH

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

DATE REVISION

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

40'20'0

SCALE: 1" = (AT 24"x36")

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

1,000 GALLON SEPTIC TANK (SEE CM-1.06)

500 GALLON DOSING

AND PUMP TANK

2" DIAMETER HDPE

FORCEMAIN LINE

RAISED SANITARY DRAINFIELD

DETAILS ON CM-5.01 (71.33'x48.83')

NEW UNDERGROUND SERVICE, BORED FROM

EXISTING ELECTRIC UTILITY POLE TO EAST

MARINA (BY UTILITY)

NEW 120/240V TRANSFORMER (BY UTILITY)

NEW ELECTRICAL FEED FROM EXISTING BATHROOM

BUILDING TO ALL BROADSIDE MOORING PEDESTALS

- SEE SHEET E-6.01

MARINE UTILITY PEDESTALS (TYP.)

1.5" HDPE WATER SERVICE LINE TO

WEST MARINA (TYP.)

3/4" PEX-A WATER FEED TO PEDESTALS (TYP.)

PROVIDE CONDUIT BODIES AND PENETRATIONS

INTO UTILITY ROOM, CONNECT TO NEW PANEL

1.5" PVC ELECTRICAL CONDUIT (TYP.)

REPLACE ELECTRICAL PANEL

IN UTILITY ROOM

REPLACE 2" KEYSTOP W/ 2"X1.5" REDUCER

TEE AND VALVE FOR EACH SEASONAL

SERVICE IN UNDERGROUND VAULT

1.5" HDPE SERVICE TO EAST MARINA

60' 80' 80' 42'

EXISTING AIR MONITORING STATION

EXISTING SANITARY MANHOLE

NEW CT CABINET AND METER

SOCKET ON TIMBER FRAME

HAND HOLE BOX - TO CONTAIN

WATER FEED TEE AND VALVE (TYP.)

MARINE UTILITY PEDESTALS (TYP.)

LEGEND

= ELECTRIC CABLE

= HDPE FORCEMAIN LINE

= HDPE WATER MAIN/SERVICE

= MARINE UTILITY PEDESTAL

(BLANK / 30A-50A)

= FIRE PEDESTAL

FIRE PEDESTALS (TYP.)

A-1 A-2 A-3 B-1

B-2

B-3

R , M

I H

R U

CM-1.05

17-37

6/10/2022

20'

BID

CM-1.05

PROVIDE SEASONAL VALVE, TEE, DOWNWARD HOSE BIB

AND VACUUM BREAKER. EXTEND 1.5" SERVICE THROUGH

SEAWALL WITH VALVED EXTENSION, SLOPED TO DRAIN,

AND THREADED CAP

SCALE:

WATERVAULT AT BATHROOM BUILDING SCHEMATIC

1 1/2"=1'-0" DT-WATERBOX ENLARGEMENT

REDUCER FITTING

TEE W/ VALVE &

SEASONAL AIR FITTINGS

TEE CONNECTOR

VALVE (TYP.)

1.5" HDPE LINE

TO WEST MARINA

1.5" HDPE LINE

TO EAST MARINA

EXISTING 2" GALVANIZED

WATER LINE

CONDUIT & WIRE FROM TRANSFORMER

UNDERGROUND TO NEW PANEL (BY UTILITY)

HAND HOLE BOX - TO CONTAIN

WATER FEED TEE AND VALVE (TYP.)

ALTERNATE #2

REPLACE EXISTING WELL PRESSURE

TANK WITH AMTROL WX-407C OR

APPROVED EQUIVALENT

E-6.01

EAST MARINA MDP

ON CONCRETE PAD E-6.01

UTILITY NOTES:

1. ALL PLUMBING MATERIALS SHALL BE COMPLIANT WITH ARTICLE 4 OF THE STATE PLUMBING CODE.

2. PIPING SHALL BE HDPE AND PEX-A IN THE LOCATIONS SHOWN. ALL WATER DISTRIBUTION PIPING SHALL OCNFORM TO NSF 61 AND SHALL MEET ONE OF THE

STANDARDS LISTED IN TABLE 604.4 OF THE STATE CODE.

3. ALL PEX-A PIPING SHALL BE SHEILDED FROM UV EXPOSURE WHERE EXPOSED.

4. FLEXIBLE POTABLE WATER LINES SHALL BE BRAIDED STAINLESS STEEL PER SPECIFICATIONS. FITTINGS SHALL BE MATCHING STAINLESS STEEL.

5. CONTRACTOR RESPONSIBLE FOR DISINFECTION AND BACTERIOLOGICAL TESTING PER CODE REQUIREMENTS PRIOR TO ACCEPTANCE.

6. ALL POTABLE WATER VALVES SHALL BE BALL TYPE AND CERTIFIED LEAD-FREE.

7. CT CABINET AND METER TO BE PER UPPCO REQUIREMENTS.

8. CONTRACTOR TO COORDINATE ALL WORK LISTED AS "BY UTILITY" WITH UPPCO.

9. ALL MARINE PEDESTALS TO INCLUDE VACUUM BREAKERS

E-6.01

PROVIDE SEASONAL VALVE, TEE, DOWNWARD HOSE BIB

AND VACUUM BREAKER. EXTEND 1.5" SERVICE THROUGH

SEAWALL WITH VALVED EXTENSION, SLOPED TO DRAIN,

AND THREADED CAP

4" Ø PVC GRAVITY SANITARY

= PVC GRAVITY SANITARY LINE

PROVIDE ONE (1) MARINE UTILITY PEDESTAL

ON SEAWALL AS CIRCUIT B-3 FOR BASE BID

ONLY, PROVIDE TWO (2) PEDESTALS ON PIER

AS CIRCUIT B-3 AS SHOWN FOR FOR

ALTERNATE #2

= MARINE UTILITY PEDESTAL

(30A-50A / 30A-50A)

601600

NORTH

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

DATE REVISION

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

30'15'0

SCALE: 1" = (AT 24"x36")

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

1,000 GALLON SEPTIC TANK

500 GALLON DOSING

AND PUMP TANK

2" DIAMETER HDPE

FORCEMAIN LINE

RAISED SANITARY PRESSURE MOUND, DETAILS ON

CM-5.01. ADD "NO PARKING" SIGNS ON EACH SIDE (4)

EXISTING AIR MONITORING STATION

EXISTING SANITARY MANHOLE

LEGEND

= HDPE FORCEMAIN LINE

= DOSING/PUMP

TANK

R , M

I H

R U

CM-1.06

17-37

6/10/2022

15'

BID

= SEPTIC TANK

CM-5.01

75' MINIMUM ISOLATION DISTANCE

FROM EXISTING WATER WELL

75' MINIMUMSURFACE WATER ISOLATION

DISTANCE (< 100', VARIANCE REQUESTED

FOR USE OF REPLACEMENT SEALED TANKS)

4" Ø PVC GRAVITY SANITARY

TEST HOLE #1 SH

5/23/2022

= PVC GRAVITY SANITARY LINE

71.33'

48.83'

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

DATE REVISION

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

20'10'0

NORTH

SCALE: 1" = (AT 24"x36")

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

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES,

NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

.12

.89

247'

15.2'

PROPOSED GRADING CONTOURS

606'

607'

PZ22 STEEL SHEET PILE WALL

@ 24' LENGTHS

DOUBLE C10x15.3 KNEE BRACE AT CORNERS

#8 DYWIDAG GALVANIZED TIE ROD

GR. 75 @ 30' MINIMUM LENGTHS

PZ22 STEEL SHEET PILE TIE BACK

WALL @ 10' LENGTHS

11' TYP.

7.33' TYP.

SCALE:

TYPICAL ANCHORED SHEETPILE

3/8"=1'-0" DT-TYP ANCHORED SSP

SHEETING NOTES:

1. SHEETING THICKNESS AND SECTION MODULUS TO BE PER SPECIFICATIONS. SIZES AND

SPACING TO VARY BASED UPON ALLOWABLE SHEET SECTION SELECTED. CONTRACTOR TO

SUBMIT PROPOSED SHEET SECTION AND SHOP DRAWINGS OF PROPOSED LAYOUT FOR

ENGINEER APPROVAL

2. ALL EXCAVATION REQUIRED FOR INSTALLATION OF ANCHORED SHEET PILING SYSTEM SHALL

BE CONSIDERED INCIDENTAL

3. SHEETING DETAILS TO BE ADJUSTED AS NEEDED BASED UPON FIELD CONDITIONS

4. SHEETING JOINTS TO BE COVERED WITH FILTER FABRIC PER DETAIL 3, CM-5.04

ENLARGEMENT

1"=1'-0"

2.5"

3" 2.5"

3" 2.

16"

ENLARGEMENT

1"=1'-0"

3/4" BOLTS, HDG A325 WITH

MATCHING HARDWARE

1/4" x 3" x 6" STEEL PLATE

WITH BOLT HOLE IN CENTER,

ALIGN VERTICALLY

3/4" x 6" x 6" STEEL PLATE

WITH BOLT HOLE IN CENTER,

TACK WELDED IN PLACE

3/8" THICK x 8" x 16" A36 STEEL SPLICE PLATE

(SPLICES TO BE STAGGERED ON TOP AND BOTTOM OF

CHANNEL, 48" MIN. SEPARATION)

(8) EA. 3/4" BOLTS, HDG A325

WITH MATCHING HARDWARE

DOUBLE C10 x 15.3 STEEL CHANNEL WALER

' C

11' MAX SPACING

(2) C10 x 15.3 WALER-SEE NOTE 2

PZ22 STEEL SHEET PILING

INSTALLED PER PLAN

GALVANIZED TIE-ROD

#8 DYWIDAG, GRADE 75

OR APPROVED EQUAL

TYPICAL 1/4" x 2.5" x 12" STEEL SPREADER PLATES

WELDED TOP AND BOTTOM TO CHANNELS. LOCATE

SPREADER PLATES 6" EACH SIDE OF TIE-ROD AND AT

EACH OUTSET INTERLOCK OF SHEETING BETWEEN TIE-RODS

TYPICAL 3/4" DRAIN HOLES

DRILLED IN CHANNELS AT

10' MAX SPACING

WATER WARD SIDE

(4) PILES @ 10' LENGTH

PILE SECTION TO BE SAME

AS WALL SHEETING

TIE-ROD WITH DOUBLE NUT (TYP.)

3/4"x6"x12" STEEL PLATE WITH TIE-ROD HOLE

IN CENTER, WELDED TO WALER (TYP.)

(2) 3/4" BOLT HOLES SPACED AS NEEDED

TIE-ROD

SECTION A-A

1" = 1'-0"

(2) C10 x 15.3 WALER

PZ22 STEEL SHEET PILING

3/4" BOLTS, HDG A325 WITH APPLICABLE

HARDWARE

605.71'

605.36'

605.48'

TIEROD CONNECTOR

605.36'

CONTROL POINT TABLE

POINT # NORTHING EASTING

CP3 977981.83 25962662.83

CP4 977971.34 25962669.39

CP5 977965.57 25962679.79

CP6 978181.50 25962799.70

CP7 978189.12 25962812.90

CP8 978196.05 25962808.90

CP1

CP2

CP3

CP4

CP5

CP6

CM-5.04

R , M

I H

R U

CM-4.01

17-37

6/10/2022

10'

BID

EXISTING SURVEY MONUMENT - TO BE REMOVED AND REPLACED

BY LICENSED SURVEYOR (SEE SURVEY NOTE #5, PAGE G-1.02)

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

DATE REVISION

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

1 SANITARY SYSTEM PROFILE

SCALE: 1"=20' SCALE:

1000 GALLON SEPTIC TANK SCHEMATIC

NTS DT-SEPTIC TANK

24" DIAMETER

27" DIAMETER

20" RISER TO SURFACE

20" SAFETY SCREEN

20" COVER W/ SAFETY LATCH20" RISER SYSTEM

4" OUTLET PIPE

OUTLET FILTER

4" CONCRETE BOTTOM

3" CONCRETE WALL

INLET

INLET OUTLET

OUTLET

LIQUID LEVEL

120"

44"

" 50

4" INLET PIPE

4" CONCRETE TOP

NOTES:

1. MAXIMUM BURY DEPTH IS 3'

2. TANK IS CONCRETE, 2 PIECE WITH TONGUE AND

GROOVE SEAM THAT IS SEALED WITH A BUTYL

STRIP SEALANT. TANK TO BE WATERTIGHT

FOLLOWING INSTALLATION.

3. WALLS ARE 3" REINFORCED CONCRETE WITH 1.5"

FIBRILLATED POLYPROPYLENE FIBER.

4. TOP IS 4" REINFORCED CONCRETE WITH #3

REBAR AND 1.5" FIBRILLATED POLYPROPYLENE

FIBER.

5. BOTTOM IS 3" REINFORCED CONCRETE WITH 1.5"

FIBRILLATED POLYPROPYLENE FIBER.

6. BAFFLES ARE MOLDED IN THE TOP SECTION.

7. TEST STRENGTH OF CONCRETE IS 4,500-5,000

PSI.

8. TANK IS EQUIPPED WITH 4' RUBBER SEALS WITH

CLAMPS FOR WATERTIGHT PIPE CONNECTIONS.

INTERNAL BAFFLE

SCALE:

RAISED PRESSURE DISTRIBUTION MOUND LAYOUT

1/16"=1'-0" DT-DRAINFIELD LAYOUT

RAISED FOOTPRINT

W/ 4:1 SIDE SLOPE

TO EXISTING GRADE

(TYP. ALL SIDES)NOTE: TOTAL ABSORPTION

BED AREA IS1,081 SF

23.5'x46' ABSORPTION BED

1' SAND BUFFER

ON ALL SIDES

2'-11 18" (TYP.)

'-0

2" FORCEMAIN

LINE IN

1.25" DISTRIBUTION PIPE WITH 3

16"Ø ORIFICES

@ 3' C-C ON BOTTOM (TYP.)

1.25" SOLID PVC HEADER PIPE

LONG SWEEP ELBOW TO SURFACE

WITH THREADED CAP (TYP.)

20'-6"

1'-0" TYP. 11'-8" TYP.

25'-6"

'-0

48'-10"

'-4

RAISED DRAINFIELD

4:1 MAX SIDE SLOPE AROUND

RAISED DRAINFIELD (NTS, TYP.)

500 GAL. DOSING TANK

1,000 GAL. SEPTIC TANK

EXISTING MANHOLE

4" PVC GRAVITY LINE

2" HDPE FORCEMAIN LINE

NOTE: VERTICAL SCALE EXAGERATED BY 10X

1.25" PVC DRAIN PIPE W/ 3

16" ORIFICES

EXISTING GRADE (TYP.)

R , M

I H

R U

CM-5.01

17-37

6/10/2022

AS NOTED

BID

3 4 5SCALE:

500 GALLON DOSING TANK SCHEMATIC

NTS DT-DOSING TANK

90" 96"

"40

INLET OUTLET

3.25"

12"

ACCESS LID W/ 4" Ø PVC PIPE

COUPLER FOR VENT ASSEMBLY

MANHOLE OPENING FOR

PUMP ACCESS

" ALARM FLOAT

2" QUICK DISCONNECT

24" RISER SYSTEM TO SURFACE

INTERNAL SAFETY LID

6" x 6" x 4" NEMA 4x JUNC. BOX

CONDUIT TO PANEL AND A / V ALARM ABOVE GRADE

50 GPM EFFLUENT PUMP

ON 4" TALL CONCRETE BLOCK

SHUT-OFF FLOAT

NOTES:

1. DESIGN DOSE IS 150 GALLONS

2. 50 GPM PUMP w/ 20.7' MIN. HEAD TO RUN AT 3 MINUTES.

3. PUMP WIRING TO MEET M.E.C. AND N.E.C. 2017

STANDARDS

4. MAXIMUM BURY DEPTH IS 3'

5. TANK IS CONCRETE, 2 PIECE WITH TONGUE AND

GROOVE SEAM THAT IS SEALED WITH A BUTYL STRIP

SEALANT. TANK TO BE WATERTIGHT FOLLOWING

INSTALLATION.

6. WALLS ARE 3" REINFORCED CONCRETE WITH 1.5"

FIBRILLATED POLYPROPYLENE FIBER.

7. TOP IS 4" REINFORCED CONCRETE WITH #3 REBAR AND

1.5" FIBRILLATED POLYPROPYLENE FIBER.

8. BOTTOM IS 3" REINFORCED CONCRETE WITH 1.5"

FIBRILLATED POLYPROPYLENE FIBER.

9. TEST STRENGTH OF CONCRETE IS 4,500-5,000 PSI.

10. TANK IS EQUIPPED WITH 4' RUBBER SEALS WITH

CLAMPS FOR WATERTIGHT PIPE CONNECTIONS.

SCALE:

RAISED DRAINFIELD TYPICAL SECTION

3/8"=1'-0" DT-PRESSURE MOUND SECTION

1'-0" MIN.

2'-1118" TYP.

11'-8"

1'- 0"

ENLARGEMENT:

SCALE: 3/4" = 1' - 0" CL

2% MIN.

12" MINIMUM FILL ABOVE DISTRIBUTION CELL

(6" MINIMUM MDOT 2NS SAND W/ 6" TOP SOIL

AND SEED ABOVE)

GEOTEXTILE FABRIC BETWEEN GRAVEL AND TOP FILL

6A CRUSHED GRAVEL FOR DISTRIBUTION CELL

6" BELOW PIPE AND 2.75" ABOVE PIPE (TYP.)

1.25 Ø PVC DISTRIBUTION PIPE WITH BOTTOM ORIFICES

11'-9"

TOP OF MOUND

1'- 1"

MDOT 2NS SAND FILL

EXISTING FINE SAND SUBGRADE

SCALE:

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

DATE REVISION

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:

BIN WALL CRIB PIER TYPICAL SECTION

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

1"-3" DIAMETER STONE

BIN WALL FILL

12" COMPACTED MDOT 6A

GRAVEL SUBBASE

6" REINFORCED CONCRETE

W/ 6"X6" WWF

CONTECH TYPE 2 GALVANIZED

STEEL BIN WALL STRINGERS

TOP OF CONCRETE

605.30'

FULL DREDGE DEPTH

593.10'

GEOTEXTILE FABRIC

EXISTING SUBGRADE

(SEE RECORD BORINGS)

10'-0"

TOP OF FENDER

610.30'

BOTTOM OF FENDER

602.00'

GEOTEXTILE BIN LINER

PER BIN MANUFACTURER

GRADE AREA UNDER BIN

WALL AS NEEDED FOR

REQUIRED ELEVATIONS

MDOT PLAIN RIPRAP TOE

STONE ON ALL SIDES

TOP OF TOE STONE

596.10'

CRIB PIER TIMBER

FENDERING

CM-5.08

CRIB PIER ICE SHIELD

SCALE:

BIN WALL CONNECTION DETAIL - ISOMETRIC VIEW

NTS DT-CRIB CONNECTION ISO

STRINGER

STIFFENERS

STRINGER OR

SHORT STRINGER

GRADE PLATE

VERTICAL

CONNECTOR

SPACERS

STRINGER OR

SHORT STRINGER

NOTE:

1. ALL BOLTS 5/8" X 1-1/4" HEX HEAD WITH HEX NUTS.

CORNER

VERTICAL

CONNECTOR

SPACERS

SPACER

CLOSURE

GRADE PLATE

SCALE:

BIN WALL COMPONENTS (PER MANUFACTURER)

NTS DT-CRIB COMPONENTS

VERTICAL CONNECTOR

12'-0"

13-1/2"

16"

TYPICAL

FLANGE SPLICE PLATE

(SHOP ATTACHED)6"

13-1/2"

16"

TYPICAL

F O

R W

G H

UPPER LIFT VERTICAL CONNECTOR

NOTES :

13-1/2"

16"

TYPICAL

F O

R W

G H

CORNER VERTICAL CONNECTOR

3-3/16"

WEB SPLICE PLATE

(FURNISHED LOOSE)

4-1/4"

8-3/4"

13-1/2" 3-3/16"

16"

UPPER LIFT CORNER VERTICAL CONNECTOR

1. FURNISHED IN LENGTH INCREMENTS OF 16".

(1.67' THRU 12.33')

2. UPPER LIFT VERTICAL CONNECTORS ARE USED ON WALLS HIGHER

THAN 12.33'. FOR THESE WALLS THE VERTICAL CONNECTORS WILL

CONTAIN TWO OR MORE PIECES. THE 12.00' LONG VERTICAL

SEGMENT SHOULD BE USED AS THE LOWER SECTION.

3. UPPER LIFT CORNER VERTICAL CONNECTORS ARE USED AT ENDWALL

CONNECTIONS WHEN THE WALL HEIGHT EXCEEDS 12.33'. THE

UPPER LIFT CORNER VERTICAL CONNECTORS MUST BE INSTALLED

BELOW THE CORNER VERTICAL CONNECTOR AT THE RIGHT FRONT

VERTICAL CONNECTOR SHOWN IS 5.33'

(SEE NOTE # 1)

(SEE NOTE # 2)

VERTICAL CONNECTOR SHOWN IS 5.33'

(SEE NOTE # 1)

(SEE NOTE # 3)

4-7/16"3-1/8"

F O

R W

G H

SPLIT VERTICAL CONNECTOR

VERTICAL CONNECTOR SHOWN IS 2.67' (14 GAGE)

GRADE PLATE

2-5/16"

14-1/16" 10"

(SEE NOTE # 5)

5. WHEN WALLS OF DIFFERENT DEPTHS JOIN, A SPLIT VERTICAL

CONNECTOR IS USED TO CONNECT THE STRINGERS OF THE

NARROWER WALL TO THE SPACERS OF THE NEXT BIN. THE SPLIT

VERTICAL CONNECTOR IS THE LENGTH OF THE LOWER WALL REAR PANEL

HEIGHT AND IS FURNISHED IN LENGTH INCREMENTS OF 16" (1.33'

THRU 12.00'). IT IS BOLTED TO THE SPACERS WITH IT'S LONGER

LEG AGAINST THE SPACERS.

16"

TYPICAL

16"

TYPICAL

AND THE LEFT REAR CORNERS AND ABOVE THE CORNER VERTICAL

CONNECTORS AT THE LEFT FRONT AND THE RIGHT REAR CORNERS.

(SEE DRAWING #1008645)

4-1/4"

8-3/4"

WEB SPLICE PLATE

(FURNISHED LOOSE)

12'-0"

DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.6.

SEE NOTE 4

4. ATTACH THE WEB SPLICE PLATE TO THE UPPER LIFT VERTICAL /

CORNER VERTICAL CONNECTOR PRIOR TO ATTACHING THE SPACERS.

BOLT HEADS MUST BE ON THE SAME SIDE OF THE WEB AS THE SPACER.

SCALE:

TYPICAL CRIB PIER PROFILE

1/8"=1'-0" DT-CRIB PROFILE

LENGTH VARIES PER PLAN

10'-0" (TYP.)

8' WIDE CONCRETE SIDEWALK

PZ22 SHEET PILE WALL @ 24' LENGTHS

FULL DREDGE DEPTH AT PIER (LWD-8')

EXISTING GRADE

CONCRETE DECK TO MATCH ELEVATION

OF SIDEWALK

MDOT PLAIN RIPRAP TOE STONE (TYP.)

NOTE: REQUIRED

TIMBER FENDERING

AND ICE SHIELD NOT

SHOWN FOR CLARITY

COMPACTED SUBBASE

SCALE:

TYPICAL CRIB TO SEAWALL CONNECTION PLAN

3/8"=1'-0" DT-CRIB CONNECTION

CM-5.03

CM-5.02

CONCRETE BINWALL DECK

MDOT 6A COMPACTED SUBBASE

1"- 3" STONE BIN WALL FILL

W5X16 STEEL JOIST

STEEL BRIDGE DECK BENEATH

CONCRETE CONNECTING

DECK ABOVE

PZ22 SSP WALL AND CAP

BELOW CONCRETE

CONCRETE SIDEWALK BEHIND

SSP WALL

L6X6X38 ANGLE EDGE

C5X9 HDG GR. 50 STEEL

SUPPORT @ 18" O.C. (TYP.)

18" WIDE CONCRETE ABUTMENT

C5X9 STEEL CHANNEL BLOCKING

L6X6X0.375 HDG STEEL

ANGLE EDGE SUPPORT

C5X9 STEEL JOIST

C5X9 STEEL SUPPORT AT

MIDSPAN (TYP.)

SCALE:

LANDSIDE CRIB TO SEAWALL CONNECTION PROFILE

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

4-6" CONCRETE DECK

W/ 6"X6" WWF

1.5" STEEL BRIDGE DECK

W5X19 GR. 50 STEEL BEAM

L6X6X0.375 STEEL ANGLE

BOLTED TO SEAWALL W/

3/4" HDG BOLTS @ 2' O.C.

PZ22 SSP WALL

SHEETPILE WALL CAP

L6X6X0.375 ANGLE

EXPANSION JOINT

SCALE: 3"=1'-0"

R , M

I H

R U

CM-5.02

17-37

6/10/2022

AS NOTED

BID

1 2 3

4 5 6

SCALE:

File details come from the government source that posted it. Updated Mar 12, 2026.