Addendum 2 17185 (Attachment 2-5).pdf

590589

NORTH

DATE:

DESIGNED BY:

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

O

JE

C

T

TI

TL

E:

SH

EE

T

TI

TL

E:

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

SI

TE

U

TI

LI

TY

P

LA

N

EA

G

LE

H

AR

BO

R , M

I H

AR

BO

R U

PG

R

AD

ES

EA

GL

E

HA

RB

OR

S

TA

TE

H

AR

BO

R

CM-1.05

CH

SH

CH

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. FURNISH AND INSTALL

RPZ BACKFLOW ASSEMBLY ON WATER SERVICE.

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

D

S

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)

6/29/22 2 - ADD. #2

DATE:

DESIGNED BY:

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

O

JE

C

T

TI

TL

E:

SH

EE

T

TI

TL

E:

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

INLET OUTLET

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.)

SA

N

IT

AR

Y

FI

EL

D

D

ET

AI

LS

EA

G

LE

H

AR

BO

R , M

I H

AR

BO

R U

PG

R

AD

ES

EA

GL

E

HA

RB

OR

S

TA

TE

H

AR

BO

R

CM-5.01

CH

SH

CH

17-37

6/10/2022

AS NOTED

BID

3 4 5SCALE:

500 GALLON DOSING TANK SCHEMATIC

NTS DT-DOSING TANK

90" 96"

"40

4"

3"

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/ 21.7' 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"

M

IN

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"

1'- 1"

MDOT 2NS SAND FILL

EXISTING FINE SAND SUBGRADE

SCALE:

6/29/22 2 - ADD. #2

K-3531WELLWORTHTOILETVITREOUS CHINA

K-3531WELLWORTHTOILETVITREOUS CHINAK-3531WELLWORTH TOILETVITREOUS CHINA

A-4.01

A-4.01

101 102

B

B

A

A A

B

B

AB

B B

B

A-4.018A-4.01 8

SIM.

K-3531WELLWORTHTOILET VITREOUS CHINA

NORTH

DATE:

DESIGNED BY:

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

O

JE

C

T

TI

TL

E:

SH

EE

T

TI

TL

E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

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

SCALE: 1/4" = 1'-0"1 EXISTING FLOOR PLAN

GENERAL NOTES:

1. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE MOST CURRENT ADOPTED STATE OF MICHIGAN BUILDING, MECHANICAL, PLUMBING, ELECTRICAL AND ENERGY CODES, ADA GUIDELINES, LOCAL ZONING ORDINANCES AND SUBMITTED TO THE MICHIGAN DEPARTMENT OF LICENSING AND REGULATORY CODES

(LARA) FOR ALL BUILDING PERMITS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING BUILDING AND SITE DIMENSIONS AND CONDITIONS INCLUDING UNDERGROUND UTILITIES, FOUNDATION AND ROOF STRUCTURE PRIOR TO

DEMOLITION AND ADVISE OWNER, ENGINEER AND ARCHITECT OF UNSEEN OR UNEXPECTED

CONDITIONS THAT COULD COMPROMISE THE COST OR SCHEDULE OF THE PROPOSED DESIGN INTENT.

3. EXISTING ROOF DESIGN LOADING ASSUMED PER 2015 MICHIGAN BUILDING CODE:

LIVE LOAD = 50 PSF, DEAD LOAD = 20 PSF, GROUND SNOW LOAD = 100 PSF.

4. ALL MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS, WIRING, PIPING, FIXTURES, APPARATUS, AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS

AND WARRANTY.

5. CONTRACTOR SHALL APPLY RECEIVE AND PAY FOR ALL PERMITS, FURNISH PROOF OF PERMITS BEFORE STARTING WORK & FURNISH FINAL INSPECTION CERTIFICATES, AND COMPLY WITH PERMIT AND

CODE REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.

6. CONTRACTOR SHALL ENSURE TRANSFERABLE WARRANTY FOR ALL WARRANTED ITEMS.

7. CONTRACTOR WILL PROVIDE SHOP DRAWINGS OF ALL EQUIPMENT, SYSTEMS, FIXTURES FINISHES AND

APPARATUS TO THE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ORDERING AND INSTALLATION.

8. PROVIDE CUT SHEETS OF ALL PROPOSED CAULK MATERIALS TO BE INSTALLED PER MFR

INSTRUCTIONS AND PROPOSED CONDITIONS AT EACH LOCATION

9. PROVIDE ALL WARRANTY INFORMATION, INSTRUCTIONS AND MATERIAL/FIXTURE DOCUMENTS TO

OWNER

10. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CENTER LINE OF

CONCRETE, STRUCTURE OR FOOTINGS UNLESS NOTED OTHERWISE

NEW CONSTRUCTION, TYPICAL WALL ASSEMBLY

NEW WALLS: 2 x 4 WD STUDS @ 16" O.C. w/ 5/8" GYP BOARD ON DRY SIDE. INSTALL VAPOR BARRIER

AND CEMENTITIOUS BACKER BOARD AT SHOWER SIDE.

PLUMBING FIXTURES:

SHOWER SURROUND AND SHOWER BASE:

SURROUND: SWANSTONE SERIES SK-366272 36" x 60" x 72" BATH WALL KIT TRIM TO FIT SHOWER

PAN OR EQUAL

SH. PAN 1: SWANSTONE SBF-3462, PERFORMIX ROLL-IN SHOWER PAN 32" x 60" OR EQUAL SH. PAN 2: SWANSTONE SS-3260 SINGLE THRESHOLD 32" x 60" OR EQUAL

WC-1 & 2: ADA COMPLIANT WALL MOUNTED WATER CLOSET AMERICAN STANDARD

"AFWALL" OR EQUAL

LAV-1: ADA COMPLIANT WALL MOUNTED LAV SINK , AMERICAN STANDARD "LUCERNE" OR EQUAL

KOHLER SERVICE SINK "K-6714" CAST IRON WALL MOUNT OR EQUAL

FAUCETS: RESTROOM FAUCETS: DELTA "C-SPOUT", SINGLE HANDLE DECK MOUNT #583LF-WF

SERVICE SINK FAUCET : KOHLER 'K-8907" OR EQUAL

LIGHTING FIXTURES - REMOVE AND REPLACE INTERIOR WALL MOUNTED

LIGHTING FIXTURES W/ WALL MOUNTED LED FIXTURES ON EXISTING SWITCHES. REPAIR AS NOTED FIXTURE SPECIFICATION: 48" WALL MOUNTED LED LITHONIA, 4000K , 19 WATTS, 2000 LUMENS, 120-277V

MEN'S

RESTROOM

SCALE: 1/4" = 1'-0"2 DEMOLITION FLOOR PLAN

SCALE: 1/4" = 1'-0"3 PROPOSED FLOOR PLAN

SCALE: 1/4" = 1'-0"4 EXISTING SOUTH ELEVATION

SCALE: 1/4" = 1'-0"5 EXISTING EAST ELEVATION

SCALE: 1/4" = 1'-0"6 EXISTING NORTH ELEVATION

SCALE: 1/4" = 1'-0"7 EXISTING WEST ELEVATION

WOMEN'S

RESTROOM

STAFF

OFFICE

MECHANICAL

ROOM

CONCRETE SIDEWALK

2'-

4"

'-4

2'- 4"

8" 9'-

1"

8"

'-3

3'- 2"

2'- 8"

4'- 1"

2'- 8"

4'- 1"

2'- 8"

8"

2'-4"21'-4"2'-3"

8"3'-4"12'-0"3'-4"1'-4"

21'-4"

8" 3'-4" 2'-0" 2'-8" 5'-4" 2'-8" 3'-4"

REMOVE ALL DOORS.

REPLACE W NEW TO

MATCH EXISTING.

TYPICAL ELEMENTS TO

BE REMOVED

EXISTING EXTERIOR AND

INTERIOR WALLS TO

REMAIN

REMOVE AND

REPLACE WATER PRESSURE

TANK

REMOVE AND

REPLACE SERVICE SINK

FURNISH AND INSTALL

1" RPZ BACKFLOW

PREVENTER ASSEMBLY

ON EXISTING WATER SERVICE

UNISEX

RESTROOM #1

BOATER'S

LOUNGE

MECHANICAL

ROOM

REMOVE CONCRETE SIDEWALK

EXISTING BUILDING DEMOLITION AND REPLACEMENT IN SAME OPENINGS TO

INCLUDE BUT NOT BE LIMITED TO:

REMOVE ALL PLUMBING FIXTURES AND TOILET/SHOWER PARTITIONS.

REPLACE w/ NEW PER PLANS. PATCH AND REPAIR WALLS AND FLOOR AS

REQUIRED TO ACCEPT NEW MATERIALS.

REMOVE WINDOWS AND REPLACE w/ NEW OPERABLE WHITE, COMMERCIAL

ALL VINYL WINDOWS IN EXISTING OPENINGS. INSTALL NEW LP SMART SIDE

SYSTEM OF WOOD CASING, SILL AND EXTERIOR TRIM.

REMOVE ALL DOORS AND FRAMES.

**NOTE** LEAD BASED PAINT AND ASBESTOS CAULK REMOVAL MUST

FOLLOW HAZARDOUS MATERIAL TESTING AND REMOVAL PROCEDURES

REPLACE DOORS AND FRAMES WITH NEW FIBERGLASS DOORS AND FRAMES

PAINTED GREEN TO MATCH BOATHOUSE. REVERSE SWING DOORS 101 AND

102 FOR BARRIER FREE FLOOR CLEARANCE. INSTALL ADA COMPLIANT

HARDWARE AND THRESHOLD.

DOORS 101 AND 102 INCLUDE ADA COMPLIANT, MORTISE DEADBOLT WITH

LEVEL HANDLE AND OCCUPANCY INDICATOR. DOOR 103 TO HAVE

MATCHING HANDLE SET TO RESTROOMS W/ NO INDICATOR. DOOR 104 TO

BE KEYED SEPERATE

EXTERIOR ELEVATIONS TYPICAL NOTES:

EXISTING ROOF TO REMAIN. INSPECT FOR LEAKING AND REPORT ANY

FINDINGS TO OWNER AND ARCHITECT

REMOVE AND REPLACE EAVE FASCIA w/ LP SMART SIDE WHITE FASCIA

**NOTE** FOLLOW LEAD PAINT FINDINGS AND REMOVAL PROCEDURE FOR

HAZARDOUS MATERIALS

INSTALL NEW, PRE-FINISHED, LP SMART SIDE 6" LAP SIDING w/ 4" CORNER

BOARDS, DOOR AND WINDOW TRIM AND NEW FASCIA SIZED TO MATCH

EXIST. FASCIA IN "SNOW WHITE" INSTALL SIDING ON TREATED, 2 x 4

VERTICAL WD FURRING ATTACHED AND ADHERED TO EXISTING CMU WALLS

w/ AIR AND MOISTURE BARRIER OVER FURRING AND DIRECTLY BEHIND

SIDING. INSTALL PER MFR WARRANTY AND INSTRUCTIONS

REMOVE AND REPLACE POTABLE WATER PRESSURE TANK. FURNISH AND

INSTALL RPZ BACKFLOW ASSEMBLY ON WATER SERVICE

REMOVE AND REPLACE ELECTRICAL PANELS AND METER BASES

BARRIER-FREE

UNISEX

RESTROOM #2

EXISTING TO BE REMOVED

EXIST. WD FRAMED WALL

TO REMAIN - PATCH AND

REPAIR AS REQ'D

EXISTING CMU TO REMAIN

PATCH AND REPAIR AS REQ'D

NEW 2 x 4 WD FRAMED

SHOWER WALL

WALL TYPE LEGEND

BUILDING CODE OR LATEST ADOPTED FOR STATE OF MICHIGAN MUNICIPALITY:

2015 MICHIGAN REHABILITATION CODE (MRC)

2015 MICHIGAN BUILDING CODE (MBC)

2015 MICHIGAN PLUMBING AND MECHANICAL CODES

2014 MICHIGAN ELECTRICAL CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

ASHRAE STANDARD 90.1 v 2013 (ASHRAE)

2015 MICHIGAN UNIFORM ENERGY CODE (MUEC)

BARRIER FREE DESIGN: MICHIGAN PUBLIC ACT 1 OF 1966 & MBC, CHP 11

EXISTING BUILDING:

MUNICIPALITY STATE OF MICHIGAN

BUILDING GROSS AREA 455 SF

USE GROUP B - BUSINESS MBC 304

BUILDING TYPE II-B MBC TABLE 601

2015 MICHIGAN REHABILITATION CODE (MRC)

EXISTING BUILDING INTERIOR AREAS OF RENOVATION: 360 SF

MICHIGAN REHABILITATION CODE ALTERATION LEVEL 1 MRC 503

REMOVAL AND REPLACEMENT:

ENERGY CONSERVATION TO COMPLY w/ IECC MRC 708.1

CLIMATE ZONE #7 IECC 301.1/ ASHRAE TABLE D-1

COMMERCIAL BUILDINGS COMPLY w/ ASHRAE 90.1 v2013 MBC 1301.1/ MUEC C501.1 ( NEED NOT COMPLY w/IECC C402, C403, C404 & C405) / IECC C503.1

ENTIRE BUILDING NOT REQUIRED TO COMPLY: MRC 708.1 / IECC C503.1

ALTERATIONS SHALL CONFORM AS THEY RELATE TO NEW

CONSTRUCTION W/O REQUIRING UNALTERED PORTIONS TO COMPLY

BUILDING ENVELOPE NEED NOT COMPLY ASHRAE 5.1.3 &

THE FOLLOWING ALTERATIONS NEED NOT COMPLY PER EXCEPT #4 MUEC C506.1.4

ALTERATIONS TO WALLS AND FLOOR WHERE THE EXIST. STRUCTURE

IS WITHOUT FRAMING CAVITIES AND NO NEW CAVITIES ARE CREATED

& EXCEPTION #8 FOR REPLACED FENESTRATION < 25% TOTAL AREA FENESTRATION

NEW BASEBOARD HEAT ADDED TO UNCOND. SPACE WILL COMPLY MBC 1204.1 / ASHRAE 6.3.1

VENTILATION EQUIP TO BE REPAIRED OR REPLACED w/ SAME ASHRAE 6.1.1.3

BUILDING OCCUPANCY MBC 1004.1.2

RESTROOMS: 190 SF/50 4 OCCUPANTS

BOATER'S LOUNGE: 84 SF/100 1 OCCUPANTS

UTILITIES/STORAGE: 86 SF /300 1 OCCUPANTS

350 SF 6 TOTAL OCCUPANTS

BUILDING DATA

SCALE: NTS

ADA DESIGN GUIDELINES

" M

AX

36" MIN 6"

"-3

6"

"-3

6"

"-1 9"

TOILET LAVATORY

TOILET LAVATORY

ROLL IN SHOWER

6" MAX

6" M

AX

" M

IN

" M

IN

60" MIN

" M

IN

1'-

0"

6" 36" MIN

1'-6"

60" MIN 56

" M

IN

30" MIN

" M

INCL

" M

IN 24" MIN

12" MIN 48

" M

IN

" M

IN

18" MIN

24" MIN 42

" M

IN

DOOR CLEARANCES

NEW ELEC PANEL

CONSOLIDATE EXTERIOR

WALL MOUNTED METERS TO

A SINGLE METER

AR

C

H

IT

EC

TU

R

AL

S H

EE

T

EA

G

LE

H

AR

BO

R , M

I H

AR

BO

R U

PG

R

AD

ES

EA

GL

E

HA

RB

OR

S

TA

TE

H

AR

BO

R

A-1.01

CH

MMR

MMR

17-37

6/10/2022

AS NOTED

BID

REMOVE AND REPLACE

ELECTRICAL PANELS AND

METER BASES PER SHEET

E - 6.01

5'-

0" 5'-

0"

(FURNITURE N.I.C)

3 1 2 "

5'- 0"

5'-

0"

4'-6" 4'-10"4'-6"4'-101 2"

20'-0"

'-0

EXISTING EXTERIOR AND

INTERIOR WALLS TO REMAIN

NEW RECESSED LED SOFFIT

LIGHTS ON PHOTO SENSOR

INSTALL FURRING AND

SIDING PER PLANS

7"-9"

" M

IN 39

"-4

1"

" M

IN

11 2"

MI

N

TOILET SHOWER

27" MAX

CONTROLS

NOTE: INSTALL NEW WATER RESISTANT GYP

BD ON EXISTING WALLS AT SHOWER LOCATION

NEW 2 x 4 WD FRAMED SHOWER WALLS

LOCATE PLUMBING

ACCESS IN EXIST.

WALL PER OWNER

INSTALL NEW SHOWER

CURTAIN AND ROD

@ EACH SHOWER

ELEC. BASEBOARD

HEATER (TYP)

2" MAX HIGH

THRESHOLD

" M

IN

" M

AX

6" MAX 36" MIN

" M

AX

3'-

0"

2'-0"

39" - 41"

ELECTRICAL POWER - REMOVE AND REPLACE POWER PANELS PER SCHEDULES. NEW CIRCUITS PER NEC.

REMOVE AND REPLACE ALL SWITCHES & RECEPTACLES IN EXISTING LOCATIONS, INCLUDING GFCI AS REQUIRED

MECHANICAL VENTILATION - EXISTING TO BE REPLACED w/ SIMILAR, BRAUN 6" VENTILATION FAN ON SENSOR CONTROLS

AND VENTED THROUGH THE ROOF

HVAC : INSTALL NEW BASE BOARD HEATERS PER PLANS. FURNISH ALL HEATERS W/ WALL MOUNTED THERMOSTATS, MODEL SPECIFICATION: CADET MODEL: 4F1000W, 48” BASEBOARD HEATER, 1000W, 4.2A, 240V

3 1 2 "

NATURAL VENTILATION REQUIREMENTS:

EACH RESTROOM FLOOR AREA: 95 SF | 4% FLOOR AREA: 3.8 SF

WINDOWS: 2

WINDOW EFFECTIVE OPEN AREA (3.125 SF/ WINDOW) : 6.25 SF

AREA REQUIRED: 3.8 SF | AREA PROVIDED: 6.25SF

MECH AND LOUNGE FLOOR AREA: 84 SF | 4% FLOOR AREA: 3.36 SF

WINDOWS: 2

WINDOW EFFECTIVE OPEN AREA (3.125 SF/ WINDOW) : 6.25 SF

AREA REQUIRED: 3.36 SF | AREA PROVIDED: 6.25 SF

9'-4" ± 1'-4" 9'-4"

18" MIN

21'-91 2"

'-9

1 2"

9'- 1"

9'-4" 9'-4"

TYPICAL EXTERIOR

NOTES:

EXISTING ROOF &

SOFFIT TO REMAIN.

REMOVE AND

REPLACE FASCIA

REMOVE AND

REPLACE ELEC

METERS

REDUCE PRECAST

CONCRETE WINDOW

SILL TO

ACCOMMODATE

NEW EXTERIOR

MATERIALS

WC-1

WC-2

SH-1SH-2

LAV-1

LAV-1

SCALE:

6/29/22 2 - ADD. #2

POTABLE WATER SERVICE

22 11 00 - 1

POTABLE WATER SERVICE (REV. 6/27/22 ADD. #2) SECTION 22 11 00

PART 1 - GENERAL

1.1. SUMMARY

A. Contractor shall inspect existing underground galvanized water pipe main to ensure pipe is suitable for reuse. Contractor to connect with a reducer and transition to new water main in the location shown. Contractor to furnish and install new seasonal water vault at connection point. Water main shall be considered to mean all pipe or tubing and appurtenances intended to transport and/or control potable water and lying between the connection to the existing water main and sheet pile penetrations at each end of the system for seasonal drainage.

B. Contractor shall furnish and install handhole boxes at all valve locations shown on the plans. Boxes shall be open bottom type to allow for seasonal drainage.

C. Contractor shall furnish and install branch valves and lines to each of the utility service station pedestals as shown.

D. Contractor shall furnish and install a replacement well pressure tank in mechanical room and connect to existing system. Tank shall be Amtrol WX-407C or approved equal.

Contractor shall test system and adjust pressure switches as needed.

E. Contractor shall furnish and install a RPZ backflow preventer assembly to existing 1” galvanized water service in mechanical room between well and pressure tank. Backflow to be a lead-free type with union fittings for seasonal removal, Watts LF009M2-QT 1 or approved equal. Backflow to include vertical supports and a 1” downstream chlorination tee, valve and cap assembly.

F. The Contractor shall furnish all materials, equipment, tools and labor and do all the work necessary to install, construct, test and sterilize, complete ready for service the water main as shown on the plans, as herein specified or as directed by the Professional.

Additional work also included in this item shall be all backfilling, grading and restoration to restore disturbed areas back to preexisting conditions.

1.2. QUALITY ASSURANCE

A. This work and materials shall adhere to all stated guidelines and conform to all testing requirements stated herein.

1.3. RELATED SECTIONS

A. Section 02 50 00 Site Access and Restoration

B. Section 26 26 00 Utility Service Stations

C. Section 31 23 00 Excavating, Backfilling, and Compaction

1.4. SUBMITTALS

22 11 00 - 2

A. The Contractor shall submit cut-sheets and product information for all materials used for this section.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Polyethylene pipe and fittings shall be made from resin meeting the requirements of the

Plastic Pipe Institute as PE 3608. The resin shall meet the requirements of ASTM D 3350 with a cell classification of 345464C. The requirements of this cell classification are:

PROPERTY SPECIFICATION UNIT TYPICAL VALUE

Material Designation PPI / ASTM PE3608 Material Approval NSF #14 Material Classification ASTM D 1248 III C 5 P34 Cell Classification ASTM D 3350 345464C Density (3) ASTM D 1505 g/cm3 0.955 Melt Index (4) ASTM D 1238 gm/ 10 min 0.11 Flexural Modulus (5) ASTM D 790 psi 135,000 Tensile Strength (4) ASTM D 638 psi 3,200 Slow Crack Growth ESCR ASTM D 1693 hours in >5,000 100% igepal PENT (6) ASTM F 1473 hours >100 HDB @ 73 deg F (4) ASTM D 2837 psi 1,600

UV Stabilizer (C) ASTM D 1603 % C 2.5%

B. Branch piping to utility services station pedestals shall be crosslinked polyethylene (PEX) Type-A piping, blue/white flexible piping for continuous 160 psi operation at 73.4 F and NSF 61 approved, conform to standards listed and meet code requirements. Piping shall be UV resistant. Piping shall be Viega or approved equal.

C. Use manufacturer approved fittings for usage specified, all fittings shall be lead-free brass and be connected with expansion-type connections or stainless-steel clamps per manufacturer’s guidelines.

D. PEX piping shall be sleeved with Schedule 40 PVC piping in areas of concrete and steel penetrations to prevent chafing. PVC sleeves shall also be used to fully support piping under fixed piers.

E. HDPE pipe and fittings can be supplied by different manufacturers as long as they meet the above ASTM D 3350 cell classification.

F. All water main, fittings and appurtenances incorporated in the work performed under this contract shall conform to the following specifications. Deviations from the manufacturer's list may not be made unless approved by the Professional.

1. Water Main

22 11 00 - 3

High Density Polyethylene (HDPE) water main shall conform to requirements of AWWA C906 standards for piping material and have a nominal burst value of three and one-half times the Working Pressure Rating (WPR) of the pipe. All pipe shall have a manufacturing standard of ASTM F714 and shall be DR 17 (100psi WPR) unless otherwise specified on plans. All HDPE water main must be stamped NSF-61. The internal diameter of the HDPE pipe shall match as closely as possible the internal diameter of existing mater main being connected to. A #12 tracer wire shall be installed along the HDPE water main and terminated at all hydrants, valves and adjacent cast or ductile main. The tracer wire shall be a #12 tracer copper clad steel wire installed above the main to facilitate future location of the main. The tracer wire shall have a HDPE insulation material.

2. Butt Fusion Fittings

HDPE fittings shall be PE3608 DHPE, Cell Classification of 345464C as determined by ASTM D 3350 and approved for AWWA use. Butt fusion fittings shall have a manufacturing standard of ASTM 3261. Molded and fabricated fittings shall have a pressure rating equal to the pipe unless otherwise specified in the plans. Fabricated fittings are to be manufactured using Data Loggers.

Temperature, fusion pressure, and graphic representation of the fusion cycle shall be part of the Quality Control records. All fittings shall be suitable for use as pressure conduits, and per AWWA C906, have nominal burst values of three and one-half times the Working Pressure Rating (WPR) of the fitting. Contractor shall include HDPE to galvanized steel groove lock transition fittings at each valve, cap, and utility service station location.

3. Pipe Manufacturer’s Quality Control. The pipe manufacturer shall have an ongoing Quality Control program for incoming and outgoing materials. High-density polyethylene (HDPE) resins for manufacturing of pipe shall be checked for density, melt flow rate, and contamination. The manufacturer of the HDPE resin shall certify the Cell Classification as indicated in section 1.1.A. These incoming resins shall be approved by plant Quality Control and verified to be approved by NSF before being converted to pipe. Pipe shall be checked for outside diameter, wall thickness, length, roundness, and surface finish on the inside and outside and end cut.

4. Fittings Manufacturer’s Quality Control. The fitting manufacturer shall have an on-going quality control program for incoming and outgoing materials. The resin shall be checked as indicated in section 1.1.A. Molded fittings shall be inspected for voids and knit lines. All fabricated fittings shall be inspected for joint quality and alignment. All fabricated fittings welds shall be made using a Datalogger. A record of the temperature, pressure and graph of the fusion cycle shall be maintained by the fitting manufacturer

5. Permanent Records. The Manufacturer of the pipe and fittings shall maintain permanent QC and QA records. Datalogger records shall be maintained on fabricated fittings.

6. Compliance Testing. If requested, the pipe or fittings manufacturer can be required to retest or verify certification data. All retesting shall be at the requestor’s expense and shall be performed as required in the specifications.

22 11 00 - 4

G. Butt Fusion Joining

1. Plain end pipe and fittings shall be made using butt fusion. The butt fusion procedures shall be in accordance with the manufacturer or the PPI. The fusion equipment operator shall receive training using the recommended procedure. The Contractor shall be responsible to verify that the fusion equipment is in good operating condition and that the operator has been trained within the past twelve months. The fusion equipment shall be equipped with a Datalogger. Records of the welds (heater temperature, fusion pressure, and a graph of the fusion cycle) shall be maintained for five (5) years. Fusion beads shall not be removed.

2. Heat Fusion Training. The supplier of the pipe and fittings shall provide a person certified by the pipe manufacturer and the fusion equipment manufacturer to train contractor fusion equipment operators and inspectors representing the Owner.

H. Other Joining Methods

1. Mechanical Joining. Polyethylene pipe and fittings may be joined together using Flanges or Mechanical Joint (MJ) adapters. These fittings shall be made from PE 3608 HDPE, with a Cell Classification of 345464C as determined by ASTM D 3350. Flanged and MJ adapters shall have a manufacturing standard of ASTM D 3261. They shall have a pressure rating equal to the pipe unless otherwise specified on the plans.

2. Electrofusion couplings. Polyethylene pipe and fittings may be joined using approved electrofusion couplings. Fittings shall be PE3608 HDPE, Cell Classification of 345464C as determined by ASTM D 3350. Electrofusion Fittings shall have a manufacturing standard of ASTM F 1055. Fittings shall have a pressure rating equal to the pipe unless otherwise specified on the plans. All electrofusion fittings shall be suitable for use as pressure conduits, and per AWWA C906, have nominal burst values of three and one-half times the Working Pressure Rating (WPR) of the fitting.

I. Valves and Fittings

1. General:

a. All valves shall be full swing ball valves.

b. Furnish all valves as shown on drawings or wherever required for proper control and servicing of piping systems and equipment.

c. Working Pressure: The working pressure of valves shall not be less than the maximum working pressure of the system in which they are installed.

d. All valves shall be certified lead-free and code compliant for use in potable water systems.

2. Valve Types

a. Service valves shall be suitable for operation up to 120 psi working pressure for water.

22 11 00 - 5

b. All valves of a specific size and type shall be supplied from a single manufacturer.

J. Winterizing System: Provision will be made to completely drain the water piping for winterization. Slope piping containing liquids to drain points. Drain ends will be stubbed through the sheet pile utility penetration and included threaded end caps.

K. The Contractor will clean all piping systems and demonstrate drainage before acceptance of the project.

PART 3 – EXECUTION

3.1 INSTALLATION

A. Installation: Pipe and fittings shall be installed using procedures recommended by the manufacturer. Pipe shall slope to drain at utility penetration and disconnects for seasonal winterization. Contractor shall ensure seasonal drainage capability.

B. General: Pipe and fittings shall be packaged in a manner suitable for shipment by a commercial carrier. Upon receipt at job site, a receiving inspection shall be prepared.

The quantity shall be verified and any shipping damage shall be reported to the supplier within 7 days.

C. Excavation: Trenches shall be excavated in accordance with the plans and specifications. OSHA standards or Owner safety policies regarding safety shall be followed regarding trench safety. If groundwater is encountered, it shall be removed by the Contractor. Shoring of the trench, where required is the responsibility of the contractor.

D. Flange/MJ Adapter Installation: Flanges/MJ adapters shall be attached to pipe and fittings using butt fusion. The flanges/MJ adapters shall be aligned and centered relative to the pipe. Flanges/MJ adapters should be square with the valve or other flange before tightening of bolts. Bolts should not be used to draw flanges into alignment. Bolt threads shall be lubricated, and flat washers shall be used under flange nuts. Bolts shall be tightened using a “star tightening pattern”. See manufacturers recommendations.

Twenty-four hours after first tightening the flange bolts, they must be re-tightened using the same “star tightening pattern used above. The final tightening torque shall be as indicated by the manufacturer.

E. Foundation & Bedding: Install pipe on grade and on a stable foundation. Unstable soil or muck shall be removed from the trench bottom. A 6” foundation or bedding of compacted Class 1 material shall in the bottom of the trench. This bedding material shall be installed on grade. Water shall be removed from the trench before bringing the bedding material and pipe to grade and backfilling. When a trench is cut through solid rock, it shall be excavated to 6” below the pipe bottom grade and bedded with Class 1 bedding. All slabs of rock, boulders and large rocks shall be removed. ASTM D 2321 is the reference specification for installation of HDPE pipe. Bedding shall be Class 1 per this specification.

F. Pipe and Large Fitting Handling: A nylon fabric choker sling capable of safely handling the weight of the pipe or fitting, shall be used to lift, place, and move pipe and fittings.

22 11 00 - 6

G. Backfilling: Shall be per Section 31 23 00.

H. Final Backfilling: Final backfill shall be placed in the trench and compacted to finished grade. Native soils without rots, limbs, large rocks, boulders, clumps, or frozen clods or any object that could damage the pipe can be used.

1. Pressure Testing: Pressure testing shall be conducted in accordance with ASTM

F 2164, Field Leak Testing of Polyethylene Pressure Piping Systems Using Hydrostatic Pressure. The HDPE pipe shall be filled with water, raised to test pressure, and allowed to stabilize. The test pressure shall be 1.5 times the operating pressure at the lowest point in the system. In accordance with section 9.8, the pipe shall pass if the final pressure is with 5% of the test pressure for 1 hour. For safety reasons, hydrostatic testing only will be used.

2. Bacteriological Testing: No bacteriological testing will be required as part of this item. The contractor will be responsible for both upland and dock system bacteriological testing of the complete system. It is the contractor’s responsibility to ensure an efficient and uninterrupted testing process for the complete system.

PART 4 – METHOD OF MEASUREMENT

4.1 GENERAL

A. Water Service will be based on a LUMP SUM basis unit and will include all pipe, excavation, trench preparation, laying of pipe, fittings, transitions, connections to existing main, valves and boxes, backfill and site grading.

PART 5 – BASIS OF PAYMENT

5.1 GENERAL

Payment will be made under:

ITEM NO. ITEM PAY UNIT

22 11 00.01 Potable Water Service Lump Sum

END OF SECTION