Addendum 02 17282.pdf

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Attached to
751/17282. BDW; Lexington SH - Toilet/Shower Renovations
Solicitation number
RFQ 171 210000000479 4
Issued by
Sanilac County, Lansing City, Michigan

About this file

This is an Addendum #2 to the bidding and contract documents for the Lexington State Harbor Toilet/Shower Building Renovation Project, issued by the State of Michigan Department of Technology, Management and Budget (DTMB) on September 16, 2021. The project involves the renovation of an existing restroom building and construction of a south addition at 7411 Huron Avenue, Lexington, Michigan, including selective demolition, site improvements, interior renovations, building addition construction, and replacement roofing. Major work items include expansion of the plumbing alley, renovation of general restrooms, conversion of west restrooms into a laundry and storage room, and construction of a new masonry building addition with boater's services lounge, staff office, break room, and covered porch. The project requires interim completion by May 9, 2022, to allow seasonal opening, with substantial completion targeted for June 6, 2022. A pre-bid meeting was held to discuss scope items, and the bid due date is September 22, 2021, at 2:00 p.m. Addendum #2 provides revised plan sheets (A-1.02, A-3.00, and A-3.01), updated specifications including wall type legends and equipment schedules, and clarifications addressing contractor questions regarding dewatering allowances, countertop materials, roof manufacturer equivalencies, and exclusion of furnishings from the scope of work.

The bid schedule requires contractors to provide lump sum prices for general requirements, mobilization, site access and restoration, selective demolition of building and site components, site preparation and paving, drainage and utility work, and both existing building renovation and new construction components. A contingency allowance of $120,000 and a building foundation dewatering allowance of $2,500 are included in the base bid. The bid documents accommodate potential alternates and unit prices for contingent change orders at the discretion of the Owner. All bidders must acknowledge receipt of Addenda #1 and #2 and confirm the specified materials and equipment, with no substitutions permitted after bid opening except as provided in the General Conditions. Funding source and specific contract award information are not detailed in this addendum document.

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Attachment_PlanRvwLetters_17282.pdf PDF
Specifications_Part01_17282.pdf PDF
Addendum 01 17282.pdf PDF
Plans_17282.pdf PDF
Specifications_Part02_17282.pdf PDF
Attachment_ExistingSitePlans_17282.pdf PDF
Attachment_Getoechnical_17282.pdf PDF
Addendum 03 17282.pdf PDF
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518 Broad Street, Suite 200 St Joseph, Michigan 49085 269 932 4502

ADDENDUM #2 DRAFT

Date: September 16, 2021 Project: Lexington State Harbor – Toilet/Shower Building Renovation Project State File No.: File No. 751/17282.BDW Owner: State of Michigan – DTMB

This following are changes, eliminations and/or clarifications to project plans and specifications and shall be considered by the contractor in their estimate. All of these items shall be considered as part of the contract documents. The bid due date is September 22, 2021 at 2:00 pm per the advertisement and is unchanged.

Project Plan and Specification Updates

1. Replace plan sheet A-1.02 with revised plan sheet A-1.02 The revised plan sheet A-1.02 can be found as Addendum # 2: Attachment 1.

2. Replace plan sheet A-3.00 with revised plan sheet A-3.00 The revised plan sheet A-3.00 can be found as Addendum # 2: Attachment 2.

3. Replace plan sheet A-3.01 with revised plan sheet A-3.01 The revised plan sheet A-3.01 can be found as Addendum # 2: Attachment 3.

4. Replace (2) two Specification pages from DCSPEC Contract Forms section Bid Schedule The revised specification pages can be found as Addendum #2: Attachment 4.

Pre-Bid Meeting Summary The following major items of work and general scope descriptions were discussed at the pre-bid meeting:

1. Selective Building and Site Demolition

2. Site Improvements, Access and Restoration – including barricades around work areas & laydown areas, temporary pedestrian access to docks after November 16, 2021, temporary protection of underground utilities, SESC measures in place prior to work

3. Existing Building Interior Renovations – expansion of the plumbing alley width, renovation to the general restrooms, conversion of the west restrooms into a new laundry and storage room.

4. Building Addition – new footings tied to existing, masonry building with boater’s services lounge, staff office and break room including a covered porch, hvac, plumbing, electric, data, and phone utilities connecting to existing building supplies, seasonal use building type with electric heat and natural ventilation. Includes cabinetry, equipment and appliances per drawings and specifications

5. Replacement and new Steel Roof – removal of existing asphalt roof and installation of new steel roof and solar light tubes for existing and new construction

6. Concrete Sidewalk – surrounding building addition and connecting to existing

Completion schedule for interim and substantial completion items Per DC Specification section 08800, Supplementary Conditions:

mrumsa Rectangle

1. the Owner intent is for the Renovated Toilet/Shower Building to be operational and opened immediately after the interim completion date of May 9, 2022 in time for the seasonal opening.

2. Protection of user from ongoing work for the Building Addition must be implemented and maintained until the final completion date

3. Substantial Completion is June 6, 2022 allowing additional time if needed to complete the remainder of the project per the Contract Documents and Specifications.

Questions and Clarifications Q1: Can you include an allowance for dewatering?

A1: Yes, please see the revised specification DCSPEC Contract Forms Bid Schedule Attachment #4

Q2: Can you provide wall types?

A2: Yes, please see the added wall type legend and location call out markers on revised sheet A-1.02, Attachment #1.

Q3: Should a curb be added to the south end of the parking lot where there is 42’ of no curb and if added, should the existing curb be removed and replaced to match the entire length of the south parking lot edge?

A3: No, a new curb will not be added to the south edge of the parking lot.

Q4: Should all counter tops be the same material?

A4: No, the solid surface counter tops are indicated for wet areas at sinks and the laminate counter tops/work surfaces are intended for dry areas.

Q5: Does the 2 x 6 top plate of the exterior wall need to be treated?

A5: No

Q6: Is the new wall between the existing building and the addition intended for ridge board support is there another intention? Does this wall need specific materials on it?

A6: The wall is intended for ridge beam and subsequent roof support; it does not require specific materials above the ceiling height. It is not fire rated or code specific for separation of uses.

Q7: Is MBCI an acceptable manufacturer for the steel roof material?

A7: Yes, if it’s an equal manufacturer and product to the specification and warranty. Color samples need to be submitted for approval per the specification

Q8: Clarification: Furnishings are not included in this bid. Furnishings include couches, area rug, chairs and tables. Please see the revised sheet A-3.01, Attachment #3

Addendum #1 Attachments Attachment 1: Revised Plan Sheet A-1.02 Attachment 2: Revised Plan Sheet A-3.00 Attachment 3: Revised Plan Sheet A-3.01 Attachment 4: Revised Specification section Bid Schedule

B

A

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A

A A A A A A

A

A

A

B

B

106 112

A-3.01

A-3.01

4A-3.01

A-3.01

A-3.01

A-3.01

C C C C

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A-3.01

A-3.01

A-3.01

A-3.01

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AS NOTED

18-036 8/27/2021

SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

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THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

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

PROPOSED FLOOR PLAN

N

EXISTING

TO REMAIN

PROPOSED

ADDITION

STORAGE

PLUMBING ALLEY

BOATER'S LAUNDRY WOMEN'S RESTROOM

MEN'S RESTROOM

STAFF OFFICE

STAFF BREAK ROOM

BOATER'S LOUNGE

COVERED

PORCH

3'-0" 54'-4" EXISTING BUILDING TO REMAIN 3'-0"

3'- 0"

3'- 0"

O.H.O.H.

'-4

" E

XI

ST

IN

G

BU

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IN

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TO

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EM

AI

N

O.

H.

O.

H.

STACKED

WASHERS

STACKED

DRYERS

TABLE

ADA ROLL-IN

SHOWER BASE

NEW

SHOWER BASE

NEW

SHOWER BASE

JANITOR

#2

JANITOR

#1

107108

104103

'-0

6'-

0"

'-0

51 2"

5'- 1"

51 2"

± 4'-01 2"

2"

CENTER PARTITION ON

NEW WALL END (TYP)

SOLID PLASTIC TOILET

& SHOWER PARTITIONS (TYP)

PRE FAB COMPOSITE

SHOWER BASE (TYP)

9'-2" 25'-0" 11'-0" 9'-2" 4'-2" 3'-41

2" 3'-21 2" 1'-9" 1'-9" 3'-31

2" 3'-31 2" 4'-2"

6'- 4"

3'- 2"

3'-1" 13'-6"

5'- 8"

5'- 1"

4'-

2'-

1"

4'-10"10'-6"

4'-0"

8'- 0"

3'- 6"

7'- 0"

3'- 6"

8'- 0"

9'-0"

9'-0"

2'-0"

2'-0"

EXISTING ELEC. TO REMAIN

34'-6"

5'- 1"

6'-

4'-0"

'-0

3'- 81 2"

3'- 31 2"

3'- 31 2"

3'- 7"

6'- 11 2"

8'- 0"

'-4

1 2"

'-4 1 2"

2'- 4"

4'- 5"

3'- 6"

6'- 21 2"

3'- 7"

3'- 31 2"

3'- 31 2"

3'- 81 2"

2"

15'-91 2" 8'-0"

2"

10'-8"

DOOR SCHEDULE

WINDOW SCHEDULE

FINISH SCHEDULE

NEW CONSTRUCTION WALL TYPE LEGEND

NO ROOM NAME DOOR SIZE

DOOR FRAME

NOTES

TYPE MATL FINISH TYPE MATL FINISH

101 BOATER'S LOUNGE 3'-0" x 7'-0" C WD PT 1 WD PT. ANDERSEN COMMERCIAL OR EQUAL

102 BOATER'S LOUNGE 3'-0" x 7'-0" C WD PT 1 WD PT. ANDERSEN COMMERCIAL OR EQUAL

103 STAFF OFFICE 3'-0" x 6'-8" C WD PT 1 WD PT. FAUX WD BLINDS OFFICE SIDE

104 STAFF BREAK ROOM 3'-0" x 6'-8" A WD PT 1 WD PT. ANDERSEN COMMERCIAL OR EQUAL

105 STAFF BREAKROOM 3'-0" x 7'-0" C WD PT 1 WD PT. ANDERSEN COMMERCIAL OR EQUAL

106 LAUNDRY 3'-0" x 7'-0" B HM PT 2 HM PT. BLUE DOOR & FRAME

107 PLUMBING ALLEY 3'-0" x 7'-0" B HM PT 2 HM PT. BLUE DOOR & FRAME

108 STORAGE PR 3'-0" x 7'-0" A HM PT 2 HM PT. BLUE DOOR & FRAME

109 JANITOR #2 3'-0" x 7'-0" B HM PT 2 HM PT. FIBERGLASS DOOR OPTIONAL

110 MEN'S RESTROOM 3'-0" x 7'-0" B HM PT 2 HM PT. BLUE DOOR & FRAME

111 WOMEN'S RESTROOM 3'-0" x 7'-0" B HM PT 2 HM PT. BLUE DOOR & FRAME

112 JANITOR #1 3'-0" x 7'-0" B HM PT 2 HM PT. FIBERGLASS DOOR OPTIONAL

MARK ROUGH OPENING TYPE MANUFACTURER MODEL NO. REMARKS

WIDTH HEIGHT

A 3'-2" 5'-8" DOUBLE HUNG ANDERSEN 400 SERIES 3056 PRE-FIN WHITE INTERIOR AND EXTERIOR, OPERABLE w/ SCREENS

B 3'-2" 4'-4" DOUBLE HUNG ANDERSEN 400 SERIES TW 3042 PRE-FIN WHITE INTERIOR AND EXTERIOR, OPERABLE w/ SCREENS

C 3'-2" 1'-7" STATIONARY ANDERSEN 400 SERIES TW 3015 TRANSOM

D 2'-6" 3'-6" STATIONARY INTERIOR OFFICE WINDOW w/ FAUX WD BLIND OFFICE SIDE

MARK ROOM NAME FLOOR FINISH WALL BASE

WALL FINISH

CEILING FINISH CEILING

HEIGHT NOTES

NORTH WALL SOUTH WALL EAST WALL WEST WALL

100 BOATER'S LOUNGE VINYL PLANK WOOD PNT-1 PNT-1 PNT-1 PNT-1 PNT-3 VARIES PLAM-1 CABINET AND CABINET TOP 101 STAFF OFFICE VINYL PLANK WOOD PNT-1 PNT-1 PNT-1 PNT-1 PNT-3 8'-6" PLAM -2 BUILT IN WORK DESK & WALL CABINETS 102 STAFF BREAKROOM VINYL PLANK WOOD PNT-1 PNT-1 PNT-1 PNT-1 PNT-3 8'-6" PLAM -2 BASE & WALL CABINET w/ SS-1 COUNTER + BACKSPLASH

103 BOATER'S LAUNDRY EPOXY EPOXY PNT-1 & PNT-2 PNT-2 PNT-2 PNT-2 EXIST. TO REMAIN EXISTING PLAM-2 BASE CABINET w/ SS-1 COUNTER + BACKSPLASH

104 JANITOR #1 EPOXY EPOXY PNT-2 PNT-2 PNT-2 PNT-2 EXIST. TO REMAIN EXISTING

105 WOMEN'S RESTROOM EPOXY EPOXY

PT-1 ON NEW CMU &

PNT-2 EXIST. CMU PNT-2 PNT-2 PT-1 ON NEW & EXIST. CMU EXIST. TO REMAIN EXISTING

106 PLUMBING ALLEY EPOXY EPOXY PNT-4 PNT-4 PNT-4 PNT-4 EXIST. TO REMAIN EXISTING

107 MEN'S RESTROOM EPOXY EPOXY PNT-2

PT-1 ON NEW CMU &

PNT-2 EXIST. CMU PNT-2 PT-1 ON NEW & EXIST. CMU EXIST. TO REMAIN EXISTING

108 JANITOR #2 EPOXY EPOXY PNT-2 PMT-2 PMT-2 PNT-2 EXIST. TO REMAIN EXISTING

109 STORAGE EPOXY EPOXY PNT-4 PNT-4 PNT-4 PNT-4 EXIST. TO REMAIN EXISTING

INTERIOR FINISHES

EQUIPMENT, FURNISHINGS AND APPLIANCES

PROVIDED BY GENERAL CONTRACTOR U.N.O.

EQUIPMENT:

PROVIDE (2) SETS CUT SHEETS FOR ALL SUBMITTALS AND PROPOSED

SUBSTITUTIONS TO BE APPROVED BY OWNER PRIOR TO ORDERING OR

INSTALLATION.

1. LAUNDRY

WASHER STACKED ON WASHER: MAYTAG MLE22PNAGW

DRYER STACKED ON DRYER: MAYTAG MLE26PDBYW

2. STAFF BREAK ROOM:

REFRIGERATOR: GE, 16 Cu Ft, 28" w, MODEL #GTE17DTNRWW OR EQUAL MICROWAVE: GE: 0.9 Cu Ft, MODEL # JES1095DMWW OR EQUAL

3. BOATER'S LOUNGE

LG 70" LED. SMART TV AND WALL MOUNT OR EQUAL

TYPE A - FLUSH TYPE 1

2" SEE

SCHEDULE

2"

2"

SE

E

SC

HE

DU

LE

TYPE 2

2" SEE

SCHEDULE

2"

4"

SE

E

SC

HE

DU

LE

FRAME TYPE

DOORS AND FRAMES

TYPE B - FLUSH w/ LOUVER

DOOR TYPE

TYPE C - FULL LIGHT

SOLAR TUBE IN EXIST.

ROOF (TYP)

DS DS

ADA DF w/

BOTTLE

FILLER

MATERIALS

MARK DESCRIPTION

FL

O

O

RI

N

G VINYL PLANK J+J FLOORING, LVT CLASSICS V5000, "1003 HEIRLOOM"

EPOXY EVERLAST EPOXY FLOOR " MAUVE MULTICOLOR"

W

AL

L

BA

SE

WOOD 4" PAINTED POPLAR WALL BASE

EPOXY EVERLAST EPOXY FLOOR " MAUVE MULTICOLOR" COVE BASE SYSTEM

PA

IN

T

PNT-1 SATIN-EGGSHELL LATEX ON GYP BD SW 9136 "LULLABY"

PNT-2 BLOCK FILLER & SHERWIN WILLIAMS, EPOXY ON CMU SW 9136 "LULLABY"

PNT-3 SATIN-EGGSHELL, SHERWIN WILLIAMS SW 7636 "ORIGAMI WHITE"

PNT-4

BLOCK FILLER & SHERWIN WILLIAMS EPOXY ON CMU. SW 7036 " ACCESSIBLE

BEIGE"

PO

RC

EL

AI

N

TI

LE PT-1 WALL TILE DALTILE "RESLIENCE" 24 x 48 IN "COLOR"

O

TH

ER

FI

N

IS

HE

S PLAM-1 WILSONART "TAILORED LINEN"

PLAM-2 WILSONART "MISSION MAPLE"

SS-1 SOLID SURFACE CORIAN "LINEN" w/ "CAMEO WHITE" INTEGRAL SINK

TOILET PARTITIONS HDPE SOLID PLASTIC BY BRADLEY IN "DEEP BLUE"

EX

TE

RI

O

R

FI

N

IS

HE

S

ROOF

PAC-CLAD, PRE FIN, STANDING SEAM METAL w/ KYNAR 500 FIN "SLATE

BLUE"

EXTERIOR TRIM LP ENGINEERED WOOD TRIM SYSTEM IN "STANDARD WHITE"

EXT. SIDING LP ENGINEERED WOOD, LAP SIDING, 5" DOUBLE IN "CLAY"

EXT. DOORS ANDERSEN COMMERCIAL AND HOLLOW METAL

EXT. WINDOWS

ANDERSEN 400 SERIES, "WHITE" EXTERIOR & "WHITE" INTERIOR w WHITE

HARDWARE

EXT. PAINT EXTERIOR MASONRY PAINT TO MATCH LP SMART SIDE LAP SIDING

SOLAR TUBES SOLATUBE "BRIGHTEN UP 290" w/ UVA INHIBITING DOME

3'- 0"

ADA ROLL-IN

SHOWER BASE

NEW

SHOWER BASE

NEW

SHOWER BASE

ALL DOOR HARDWARE STYLE AND KEY TO EXISTING DNR SYSTEM CONFIRM w/ OWNER

ALL DOOR HARDWARE TO MEET ADA STANDARDS

NEW PTAC UNIT

3'-6"

5'-31 2"

2"

3'-1"

2" 3'-1"

2"

5'-0" 3'-1" 3'-0" 3'-0" 3'-0"

5'-31 2" 51

2" 3'-1"

2"

3'-1"

2" 5'-0" 3'-1" 3'-1" 3'-1" 3'-1"

6'- 4"

5'- 8"

3'- 2"

3'- 0"

3 12"

EXTERIOR WALLS: 2 x 6 WOOD STUDS AT 16" O.C. w/ INSULATION PER MICHIGAN UNIFORM ENERGY CODE, 7/16" O.S.B. EXTERIOR GRADE SHEATHING, WEATHER RESISTIVE PAPER BARRIER AND PRE FINISHED, PRE ENGINEERED WOOD SIDING, SIDING STYLE PER EXTERIOR ELEVATIONS AND 5/8" GYP BOARD INTERIOR FINISH.

INTERIOR WALLS: 2 x 4 WD STUDS @ 16" O.C. w/ 5/8" GYP BOARD EACH SIDE. REPLACE GYPSUM BD WITH

VAPOR BARRIER AND CEMENTITIOUS BACKER BOARD WHERE TILE IS INDICATED.

INTERIOR WALLS: 2 x 6 WD STUDS @ 16" O.C., BOTTOM PLATE ANCHORED INTO EXIST. CONC. FLOOR AND TOP PLATE ANCHORED AT EXISTING TRUSSES w/ VAPOR BARRIER AND WATER PROOFED, CEMENTITIOUS TILE BACKER BOARD AND PORCELAIN TILE INSTALLED PER MFR ON SHOWER SIDE AND 1/2" CEMENTITIOUS BACKER BOARD AND FIBERGLASS

REINFORCED PANELS (FRP)

INSTALLED PER MFR. INSTRUCTIONS ON PLUMBING ALLEY SIDE

INTERIOR WALLS: 2 x 6 WD STUDS @ 16" O.C. w/ VAPOR BARRIER, WATERPROOFED, CEMENTITIOUS TILE BACKER BOARD, AND PORCELAIN TILE BOTH SIDES AND TOP TO 7'-0" HEIGHT BETWEEN SHOWERS w/ STAINLESS STEEL TILE EDGE

PROTECTION ON ALL OUTSIDE CORNERS AND TOP EDGE

NOTE: PROVIDE BLOCKING IN ALL WALLS AND PARTITIONS WHERE REQUIRED FOR TOILET FIXTURES, GRAB BARS, CABINETS, SHELVES, ACCESSORIES, DOOR STOPS AND ALL OTHER LOCATIONS

1 9/17/21 ADDENDUM #2

EXISTING TO REMAIN

NEW CONSTRUCTION

SEE PLAN FOR LOCATION

WALL TYPE LEGEND

PORCH

STRUCTURE

ABOVE

'-3

31 2"

9'- 91 2"

A-3.00

A-3.00

1/

2.

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A-3.00

MMR

MMR

AS NOTED

18-036 8/27/2021

SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

PR

O

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

SH

EE

T

TI

TL

E:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

SCALE: 1/4" = 1'-0"1 BUILDING SECTION

SCALE: 1/4" = 1'-0"2 BUILDING SECTION

INSULATION AIR BAFFLE AT EACH TRUSS

STANDING SEAM METAL ROOF ON 30#

FELT WITH SELF ADHESIVE ICE & WATER

SHIELD PER CODE. SEAL ROOF MATERIAL

ON 5 8" O.S.B. SHEATHING ON 2 x 12 WD ROOF RAFTERS @ 24" O.C.ON 2 x 6 WD PLATE w/ PLYWD CEILING FINISHED w/ 1 x

6 WHITE WASHED T & G WD BOARDS

R-49 ATTIC INSULATION PER ZONE 6,

MICHIGAN ENERGY CODE,

METAL GUTTER TO MATCH FASCIA COLOR

CONNECT DOWNSPOUTS TO

UNDERGROUND STORM SYSTEM

LP SMART SIDE PRE-FINISHED,

ENGINEERED WOOD, VENTED SOFFIT,

CORNER, DOOR AND WINDOW TRIM AND

BANDING BOARD SYSTEM w/ FLASHING AT

ALL HORIZONTAL INTERSECTIONS

TYP. EXTERIOR WALLS: 2 x 6 WD STUDS @ 16" O.C. w/ 716" EXT. GR. O.S.B. SHEATHING, WEATHER RESISTIVE BARRIER w/

INSULATION PER ENERGY CODE AND LP

SMART SIDING DOUBLE 5" BOLD LAP

EXTERIOR SIDING AND 5 8" GYP BD

INTERIOR FINISH

PROVIDE FLASHING AT ALL WINDOW AND

DOOR HORIZONTAL TRIM LOCATIONS

PROVIDE 2 x STRUCTURAL HEADERS AT

EACH WALL OPENING

ANDERSEN, 400 SERIES, WHITE EXTERIOR

AND INTERIOR, TILT WASH, DOUBLE HUNG

WINDOWS WITH FULL SCREENS AND

WHITE HARDWARE

TR. 2 x 6 WD SILL PLATE w/ SILL SEALER

AND 12" Ø ANCHOR BOLTS @ 6'-0" O.C.AND

ONE WITHIN 1'-0" AT CORNERS

FLASHING AT ALL HORIZONTAL

INTERSECTIONS

2" EXPANSION JOINT AT

BUILDING/SIDEWALK INTERSECTION

6" REINFORCED CONCRETE SLAB w/ 6x6

#10 WWF ON 6 MIL VAPOR BARRIER ON 6"

MIN COMPACTED GRAVEL w/ 12"

EXPANSION JOINTS AT EXTERIOR WALLS.

FIN. FLOOR ELEV. AT 585.0

TIE FLOOR TO EXISTING WALLS

w/ #3 DOWELS AT 24" O.C EXTEND 18" HORIZ. INTO CONC. SLAB w/

EXPANSION JOINT SEPARATION

8" REINFORCED, POURED CONC.

FOUNDATION WALL w #4 BARS @ 12"

HORIZ. AND #4 BARS @ 24" O.C.

EXTENDING FROM FOOTING INTO NEW

WALL w/ 2" INSULATION FOR MIN R-20 AT

24" BELOW GRADE PER 2015 MICHIGAN

UNIFORM ENERGY CODE

12" x 24" REINF. CONC. CONTINUOUS STRIP FOOTING w/ (3) #5 BARS CONTINUOUS, ON

WASHED GRAVEL BASE AND GEOTEXTILE

FABRIC.

FOOTING AT 42" MIN BELOW GRADE

NEW ROOF FRAMING OVERBUILT AND ANCHORED TO

EXISTING ROOF FRAMING

NEW FULL HEIGHT, WOOD FRAMED, PLUMBING ALLEY WALLS. SEE

FLOOR PLAN FOR LOCATION AND GENERAL NOTES FOR

ASSEMBLY DETAILS

NEW WOOD FRAMED SHOWER WALLS. SEE FLOOR PLAN FOR

LOCATION AND GENERAL NOTES FOR ASSEMBLY DETAILS

SOLID PLASTIC, FLOOR MOUNTED AND OVERHEAD BRACED

SHOWER PARTITIONS AND DOOR SYSTEM

REMOVE EXISTING EAVE, ROOFING AND FASCIA AS NEEDED TO

ACCOMMODATE SOUTH ADDITION. COVER EXIST. BRICK

MASONRY AT INTERIOR WALL w/ 1x WD FURRING, 8" GYP BD FINISH

VAULTED CEILING IN BOATER'S LOUNGE w/ 1 x 6, TONGUE AND

GROOVE WOOD FINISH

± 2.5124

BOATER'S LOUNGE

STAFF BREAK ROOM

SCALE: 1/4" = 1'-0"3 EXTERIOR WALL SECTION

STANDING SEAM METAL ROOF ON 30#

FELT WITH SELF ADHESIVE ICE & WATER

SHIELD PER CODE. SEAL ROOF MATERIAL

ON 5 8" O.S.B. SHEATHING ON 2 x 8 WD

ROOF RAFTERS @ 24" O.C.ON LP

WRAPPED BEAM.

PORCH CEILING: 2 x 8 CEILING JOISTS @ 24" O.C. w/ 1 x 6 WHITE LP SMART SIDE

TONGUE AND GROOVE CEILING

8 x 8 (FIN DIMENSION) SOLID CEDAR OR LP WRAPPED BEAM, SUPPORTED ON 4 x 4 TREATED WD POSTS,WRAPPED IN 6 x 6 LP SMART SIDE COLUMN WRAP w/ LP CAP

AND BASE TRIM

4 x 4 COLUMNS ANCHORED IN SIMPSON

STRONG TIE ABU44Z ADJUSTABLE POST

BASE OR EQUAL, EPOXY TO REINFORCED

POURED CONCRETE FOUNDATION ON

12" x 24" x 24"REINFORCED CONCRETE

FOOTING AT 42" BELOW GRADE

TYP FOR EACH PORCH COLUMN

2" EXPANSION JOINT AT COLUMNS

4" CONCRETE PORCH TO MATCH

SIDEWALK AND DRAIN AWAY FROM

BUILDING - SEE SITE PLAN

FOOTINGS MIN 42" BELOW GRADE

SCALE: 1/4" = 1'-0"4 PORCH COLUMN SECTION

2'-0"

8'- 6"

4"

7'-

1 2"

8" 11 2"

11 2"

8'- 6"

C

EI

LIN

G

9'- 8"

TR

AN

SO

M

6'-

" T

YP

8'- 81 2"E

XI

ST

IN

G

WOMEN'S RESTROOM

MEN'S RESTROOM

7'- 0"

T

YP

B

ET

W

EE

N

SH

OW

ER

S

INSTALL CEILING FAN ON BLOCK, CENTERED IN THE ROOM

WALL MOUNTED TV

BOATERS P.LAM ENTERTAINMENT CABINET

DRINKING FOUNTAIN w/ BOTTLE FILLER

(ADA COMPLIANT)

DOWNSPOUT

± 2'-5"

ALIGN w/ EXIST EAVE FASCIA

DOWNSPOUT CONNECTED TO

UNDERGROUND STORM

± 2.5

6'-

" T

YP

D

OO

RS

A

ND

W

IN

DO

W H

EA

DS

1 9/17/21 ADDENDUM #2

A-3.01

A-3.01

4A-3.01

A-3.01

A-3.01

A-3.01

A-3.01

A-3.01

A-3.01

A-3.01

1/

2.

BD

W C

O N

TR

AC

T Y

BID

IN

TE

R

IO

R E

LE

VA

TI

O

N S

FL

O O

R P

LA

N

H U

R O

N A

VE

LE

XI

N G

TO

N

, M I

TO

IL

ET

/S

H O

W

ER

B U

IL

D

IN

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R

EN

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TO

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A-3.01

MMR

MMR

AS NOTED

18-036 8/27/2021

SHEET NUMBER:

DATE:

PROJ NO.:

SCALE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

ISSUED FOR:

NO. DATE REVISION

PR

O

JE

C

T

TI

TL

E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: (269) 932.4502 F: (269) 932.3542 www.edgewaterresources.com

SH

EE

T

TI

TL

E:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2020 EDGEWATER RESOURCES, LLC.

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

PROPOSED FURNITURE FLOOR PLAN FOR REFERENCE ONLY

N

EXISTING

TO REMAIN

PROPOSED

ADDITION

STORAGE

PLUMBING ALLEY

BOATER'S LAUNDRY WOMEN'S RESTROOM

MEN'S RESTROOM

STAFF OFFICE

STAFF BREAK ROOM

BOATER'S LOUNGE

COVERED

PORCH

STACKED

WASHERS

STACKED

DRYERS

TABLE ADA ROLL-IN

SHOWER

ADA ROLL-IN

SHOWER

NEW

SHOWER

NEW

SHOWER

JANITOR

#2

JANITOR

#1

107108

104103

EXISTING ELEC. TO REMAIN

SCALE: 1/4" = 1'-0"2 MEN'S RESTROOM INTERIOR ELEVATIONS

INTERIOR FINISH COLOR BOARD

SCALE: 1/4" = 1'-0"4 LAUNDRY INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"6 STAFF OFFICE INTERIOR ELEVATIONS

WORK

BENCH w

PEG

BD WALL

SCALE: 1/4" = 1'-0"3 WOMEN'S RESTROOM INTERIOR ELEVATIONS

SCALE: 1/4" = 1'-0"5 STAFF BREAKROOM INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"7 BOATER'S LOUNGE INTERIOR ELEVATIONS

'-4 1 2"

2'- 6"

6'-

8'- 0"

" M

AX

BABY CHANGING STATION (TYP)

HAND DRYER (TYP)

8'- 7"

E

XI

ST

IN

G

8'- 7"

E

XI

ST

IN

G

2'- 6"

2'- 0"

3'- 0"

8'- 6"

EVERLAST EPOXY FLOOR AND

WALL BASE SYSTEM

IN "MAUVE MULTICOLOR"

RESTROOMS, LAUNDRY AND STORAGE ROOMS

PT-1: DALTILE PORCELAIN

WALL TILE RESILIENCE

"DYNAMIC BEIGE"

SIZE "18 x 36" MATTE

PNT-1 & PNT-2:

SHERWIN WILLIAMS WALL

PAINT IN "LULLABY" -

SW 9136 SATIN-EGGSHELL

AND EPOXY FOR CMU

J+J FLOORING GROUP LVT

CLASSICS V5000, "1003

HEIRLOOM"

BOATER'S LOUNGE, STAFF OFFICE AND BREAK ROOM

BRADLEY SOLID PLASTIC

TOILET PARTITIONS IN

"DEEP BLUE" (S 203)

ANDERSEN 400 SERIES

AND INTERIOR WINDOW

WHITE TRIM + PAINTED

BASE BOARDS

PNT-3:

SHERWIN WILLIAMS CEILING

PAINT "ORIGAMI WHITE"

SW 7636

SS-1: CORIAN, SOLID

SURFACE COUNTER TOP

AND BACKSPLASH IN

"LINEN" w INTEGRAL

SINK IN "CAMEO WHITE"

PLAM-2 WILSONART

STANDARD LAMINATE IN

"MISSION MAPLE" 7990-38

PLAM -1 WILSONART

STANDARD LAMINATE IN

"TAILORED LINEN" 4992-38

PNT-1: SHERWIN WILLIAMS

WALL PAINT "LULLABY"

SW 9136

NEW

SHOWER

NEW

SHOWER

EXISTING WD CEILING PNT- 4: SHERWIN WILLIAMS

PAINT IN "ACCESSIBLE BEIGE"

SW 7036 EPOXY FOR CMU

PLUMBING ALLEY

PORCELAIN TILE ON NEW WALL

HOLD TILE AT 4" ABOVE FLR w/

METAL SCHLUTER EDGE

PROTECTION

4" EPOXY COVE BASE ON NEW

WALL w/ TILE AND ON ALL

EXISTING WALLS OVER EXIST.

CMU

SCALE: 1" = 1'-0"3a DETAIL AT WALL BASE

36" B 36" SB 36" BREF. LOCKERS

DF

TV

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

36" SB

OPEN

FINISH END PANEL

BRACE COUNTER AS REQ'D

FINISH END PANELS

EACH SIDE

FINISH END PANELS

EACH SIDE

8'-

8" EPOXY WALL BASE LOCATIONS

SS-1: CORIAN, SOLID

SURFACE COUNTER TOP

AND BACKSPLASH IN

"LINEN" w INTEGRAL

SINK IN "CAMEO WHITE"

NORTH SOUTH

NORTH

SOUTH

NORTH

SOUTH

NORTH SOUTH

P-LAM STAFF LOCKERS

6'-

4"

1 9/17/21 ADDENDUM #2

ADDENDUM #2

FURNISHINGS ARE NOT

INCLUDED IN THE SCOPE OF

WORK. FURNISHINGS INCLUDE

CHAIRS, TABLES, RUGS AND

COUCHES

Bidding and Contract Document (R 08/20) Project Name: Lexington State Harbor: Toilet/Shower Building Renovation Construction Project File No. 751/17282.BDW

a. The work for the renovation of the Lexington State Harbor Toilet/Shower Building for the State of Michigan, Department of Natural Resources, Lexington, Michigan, Sanilac County includes but is not limited to the interior renovation of the existing restroom building and a south addition including all architectural, plumbing, HVAC ventilation installations and all related site work as indicated in the project manual and on the project drawings. Includes but not limited to providing and paying for all labor, materials, equipment, tools, construction equipment, machinery, water, heat, utilities, storm water management, groundwater management, transportation equipment, costs, and other facilities and services necessary for the proper execution and completion of the work, whether temporary or permanent, and whether or not incorporated or to be incorporated in the work.

The Bidder must figure its Base Bid on the specified, or Addendum-approved, materials and equipment only. No “or equal” or substitution proposals will be permitted after Bid opening, except as provided in the General Conditions.

Addenda: Bidder acknowledges receipt of Addenda: No. ___ dated: ________, No. ___ dated: ________ No. ___ dated: ________ FIRM NAME TELEPHONE NUMBER and E-MAIL ADDRESS

BID SCHEDULE

Base Bid Schedule - The Bidder will complete the Work and accept as full payment, for the Work items listed, the following Unit Prices and/or Item Bid Prices, as applicable:

Base Bid Item No.

Bid Quantity

Description (Bidder to write price in Words)

Unit Price

Item Bid Price

1000.01 General Requirements

1310.01 Lump Sum Mobilization

25000.01 Lump Sum Site Access and Restoration

24100.01 Lump Sum Selective Demolition Existing

Building

24100.02 Lump Sum Selective demolition Mechanical.

Electrical and Plumbing

24100.03 Lump Sum Selective Demolition Site

312213.01 Lump Sum Machine Grade Modified

321123.01 Lump Sum Aggregate Base, Modified 8”

321216.01 Lump Sum HMA, 13A

321216.02 Lump Sum HMA, 36A

321313.01 Lump Sum Sidewalk Ramp, Conc. 6”

321313.02 Lump Sum Detectable Warning Surface

321313.03 Lump Sum Thickened Edge Sidewalk, Conc 4”

321313.04 Lump Sum Concrete Curb and Gutter

334000.01 Lump Sum Adjust Monitoring Well

334000.02 Lump Sum Drainage Cover Adjust

334000.03 Lump Sum Storm Sewer, 12”

334000.04 Lump Sum Inlet, 2” dia.

334000.05 Lump Sum Catch Basin, 4” dia

341212.01 Lump Sum Dumpster Enclosure

341212.02 Lump Sum Handicap Sign and Post

341212.03 Lump Sum Striping

2800.01 Lump Sum Existing Building Renovation

Bidding and Contract Document (R 08/20) Project Name: Lexington State Harbor: Toilet/Shower Building Renovation Construction Project File No. 751/17282.BDW

2800.02 Lump Sum New Construction Building Addition

CONTINGENCY ALLOWANCE

AMOUNT

$ 120.,000.00

BUILDING FOUNDATION

DEWATERING ALLOWACNCE

$ 2,500.00

TOTAL (This amount should equal the Base Bid amount on the Bid Summary Form) $

Base Bid (Sum of Item Bid Prices for all Base Bid Items):

__________________________________________________________________ Dollars $__________________________ (use words) (in figures)

Schedule of Alternates - The Bidder will complete (or deduct from the Contract) the parts of the Work designated by the Alternates that follow and accept in full payment (or allow in full credit) for those parts of the Work the following Item Bid Prices:

Alternate Item No.

Bid Quantity

Description (Bidder to write price in Words)

Unit Price

Item Bid Price

The Bidder further acknowledges and agrees that the separate prices bid on this “Schedule of Alternates,” where they are applicable and deemed acceptable by the Owner, will be used if incorporated into the Contract when the Owner issues the Notice of Award.

Schedule of Unit Prices or Contingent Change Order Prices - The Bidder shall use this “Schedule” to quote unit prices identified in the bid documents or propose other contingent Change Order prices. The proposed Unit Prices or contingent Change Order prices set forth in this schedule, at the sole discretion of the Owner, may, or may not be incorporated into the Contract Documents. The Owner reserves the right to negotiate Unit Prices or contingent Change Order prices set forth herein prior to their possible incorporation into the Contract Documents.

Item No.

Units or Quantity

Description (Bidder to write price in Words)

Bidder’s Bid Price

Price Proposed By The Owner

210917 LSH_Addendum#2.pdf
LEXINGTON STATE HARBOR.pdf

File details come from the government source that posted it. Updated .