220220010 Platte River SFH - Interpretative Trail - ADDENDUM 1 07may2023 ISSUED.pdf

803 cherry street manistee, mi 49660 ■ t: 231.723.4195 ■ thompson.kendra@sbcglobal.net ■ www.kendrathompson-architects.com kendra c.

THOMPSON

architects, p.c.

ADDENDUM NO. 1

INTERPRETATIVE TRAIL PROJECT: Page 1 of 2 Platte River State Fish Hatchery DATE: 08 May 2023 15210 U.S. 31 Beulah, MI KTA Proj. No: 220220010

The following items are changes, additions, deletions and/or clarifications of the drawings and specifications, and shall be included in the Bid Proposal. All of items will be a part of the Construction Documents. Acknowledge receipt of this Addendum in the appropriate space on the Bid Proposal form. Failure to do so may result in disqualification of the bid.

Item No. 1: Pre-Bid Meeting

A mandatory Pre-Bid Conference was held on May 4, at 10:00 a.m. Refer to attached Meeting Agenda and Attendance Record.

Item No. 2: Clarification: Welcome Center Door #W103

a. Wood trim (painted) may be used at jamb and head where existing doors are indicated to be removed.

b. Provide new resilient or aluminum transition strip between dissimilar floor materials where existing doors are indicated to be removed. Transition strip profile to comply with ADA requirements.

Item No. 3: Delete: Raceway Building Door #R100

a. Delete new Door #R100 from scope of work. Existing door to remain. Install new door closer per original specification. Paint existing door and frame.

b. Hardware:

For Use on Door #:

R100

Each To Have:

QTY DESCRIPTION CATALOG NUMBER FINISH MFR

1 ea Closer 4040 XP SCUSH AL LCN

Item No. 4: Clarification: Earthwork

a. Excess non-contaminated soils may be distributed on site. Owner Representative will identify acceptable location(s).

b. Where existing adequate subbase is present, no additional granular fill is required to be installed below specified 21AA aggregate base material. Existing subbase to meet requirements of 95% Modified Proctor Density.

Item No. 5: Clarification: Asphalt Paving At contractor’s discretion, use of single lift 2-1/2-inch thick asphalt is acceptable at new asphalt walkway areas in lieu of two lift installation.

803 cherry street manistee, mi 49660 ■ t: 231.723.4195 ■ thompson.kendra@sbcglobal.net ■ www.kendrathompson-architects.com

KTA 220220010

Platte River SFH-Trail Project 07may2023

Item No. 6: Add: Bid Alternate #1 – Drawing Sheet A101, Parking Area Asphalt Paving

Add: Add Bid Alternate #1: Remove existing asphalt paving, regrade, and install new 1-1/2” 1100 L and 1100T (two lifts required) on 8” MDOT 21AA at existing east Visitor parking area. New asphalt to be placed flush with existing concrete sidewalk to remain. Provide ADA tactile warning full width at sidewalk end of new ADA parking access aisle area. Provide parking space striping per original design intent. New parking to not exceed 2% slope at handicapped spaces to sidewalk.

Refer to attached revised Bid Proposal Form.

Item No. 7: Revise: Drawing Sheet A101, Proposed Site Plan

a. Revised extent of new asphalt walkway at north area near Liquid Oxygen tank farm.

b. Revised conceptual placement of new asphalt walkway between Food Storage and Spawn

Building.

c. Revised conceptual placement of new asphalt walkway south of weir area.

d. Revised conceptual placement of new asphalt walkway at south area near access drive.

Item No. 8: Clarification: ADA Tactile Warnings

a. ADA tactile warnings shall extend full width of walkway in compliance with current ICC/ANSI A117.1 requirements.

b. ADA tactile warnings may be either applied prefabricated units or field constructed embedded when installed in concrete areas.

Item No. 9: Add: Add Drawing Sheet A102, SESC Plan

Add: Add new drawing Sheet A102-SESC Plan. Design Professional to obtain SESC review.

Contractor responsible for compliance with SESC approval and inspections as required.

END OF ADDENDUM NO. 1

Pre-Bid Agenda 751/22193.GAG

Pre-Bid Meeting Agenda Department of Natural Resources / Fisheries Division

Platte River State Fish Hatchery - Interpretive MNRTF Grant 751/22193.GAG May 4, 2023, at 10:00 am

1. Introductions:

Jerry Gregorski – DTMB / Design and Construction Division / Project Director Ken Dao – DTMB / Design and Construction Division / Field Rep Aaron Switzer – DNR Fisheries District Manager Phil Sedelmaier – DNR PRSFH Maintenance Supervisor Paul Stowe – DNR Fisheries Biologist Kendra Thompson – Kendra Thompson Architects

2. This is a Mandatory Pre-Bid Meeting; you should confirm your attendance is recorded to ensure your bid is considered.

3. Scope of Work:

Furnish all materials and provide all labor as required to develop interpretative trail, including but not limited to parking area renovations, access walkways and plaza areas, miscellaneous renovations and alterations at existing buildings, site signage, site furnishings and miscellaneous items as required for a complete project as outlined.

4. Bids are due Wednesday, May 17, 2023, at 2:00 PM Local Time via electronic submission through the SIGMA VSS website at:

https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

Please package your bid submittal into a single PDF document, or at least as few separate documents as possible, per the 6.0 MB maximum file size limitation.

This will facilitate the bids processing and minimize chances of errors

If you experience issues or have questions regarding your electronic submission, bidders must contact the SIGMA Help Desk for assistance. Bidders can contact the Help Desk by calling 888-734-9749 or emailing sigma-procurement-helpdesk@michigan.gov or sigma-vendor@michigan.gov

Please notify the Office of Design and Construction (DCD) if you are having SIGMA VSS issues. Include your SIGMA ticket number in an email to our contract specialists, Anne Watros (watrosa@michigan.gov) and Don Klein (kleind4@michigan.gov). You may be asked to email your bid package. Emailed submissions require DCD approval and will be handled on a case-by-case basis.

Approved emailed submissions MUST be received prior to the 2:00 p.m. deadline to be considered responsive and responsible.

https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService mailto:sigma-procurement-helpdesk@michigan.gov mailto:sigma-procurement-helpdesk@michigan.gov mailto:sigma-vendor@michigan.gov mailto:watrosa@michigan.gov mailto:kleind4@michigan.gov

5. Bids must be submitted on the Bid Summary form enclosed within the Project Manual. The bid must also include forms within the Project Manual including:

• Qualified Disabled Veteran (QDV) Business Representation

• Certification of a Michigan Based Business

• Responsibility Certification

• Bid Schedule (include Schedule of Alternates)

• Schedule of Change Order Prices

• Bid Security in the amount of 5% of the Base Bid Price,

• Performance and Payment Bonds (To be submitted by Successful

Contractor)

6. A Performance Bond and a Payment Bond is required for bids in excess of $50,000.00. A five percent (5%) Bid Bond is required with all bid submittals.

7. Time of Completion and Liquidated Damages: Work of all trades as specified in the Contract Documents must be Substantially Completed by November 15, 2023, except for minor replacement, correction, or adjustment items which do not interfere with the complete operation and utilization of all parts of the Contract Work. The earliest allowed date for start of on-site work will be August 1, 2023.

Final Completion will be December 31, 2023. No Liquidated Damages are included. (See Paragraph 3 of Section 00200).

8. A 10% preference will be given in the award of this project to Qualified Disabled

Veteran Owned Companies in accordance with Public Act 22 of 2010 (See Paragraph 22 of Section 00100). To be considered, a bidder must include with their bid a DD214 Proof of Service and Discharge, a Veterans Administration Rating decision letter, proof of disability (if the disability is not included on the DD

214) and appropriate legal documents setting forth the 51% natural persons QDV Ownership.

9. Progress payments will be processed not more than once per month.

10. Award of Contract: Awarded to the responsive and responsible best value bidder as recommended by Kendra C. Thompson Architects (Paragraph 22 of Section 00100).

11. At least 50% of all working employees must be Michigan residents.

12. Prevailing Wage Rates: Are Required for this project. See Specification.

13. Superintendent of the project shall have the authority of the construction company to make on site decisions. On site presence is required whenever work is occurring even if it is a sub-contractor (See Section 00700 General Conditions

– Paragraph 2.3).

14. Site Walk-Through and Bidder Questions: A site walk-through will take place after this meeting. If you have questions concerning bid submittal or terms and conditions of the contract agreement, please submit them by Friday, May 12, 2023, at 12:00 p.m. in writing by e-mail to:

Kendra Thompson / Architect Kendra C. Thompson Architects (231)723-4195 kt@kendrathompson-architects.com mailto:kt@kendrathompson-architects.com

Bidding and Contract Document (R 03/22) Project Name: Platte River SFH File No. 751/22193.GAG Interpretive Trail Project

BID SUMMARY

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

3111 W. St. Joseph Street Lansing, Michigan 48917

Bids must be submitted electronically at: https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

FILE NUMBER

751/22193.GAG

DEPARTMENT/AGENCY

Department of Natural Resources – Fisheries Division

Anticipated Commencement:

8/1/2023 Substantial Completion:

11/15/2023

PROJECT NAME

Platte River State Fish Hatchery:

LOCATION

15210 U.S. 31 Beulah, MI 49617

BID OPENING DATE

5/17/2023 at 2:00 pm ET

FOR AN EXAMINATION OF THE SITE CONTACT:

Phil Sedelmaier, DNR (231)510-1424 sedelmaierp@michigan.gov

SEE SECTION 00100 INSTRUCTIONS TO BIDDERS AND SECTION 00700 GENERAL CONDITIONS PROVIDED WITH THE BIDDING DOCUMENTS.

BID: WE PROPOSE TO FURNISH, PERFORM AND COMPLETE THE ENTIRE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

IN CONSIDERATION OF THE BID PRICE (S) STATED BELOW.

FIRM NAME AND COMPLETE ADDRESS TELEPHONE NUMBER and E-MAIL ADDRESS

□ Qualified Disabled Veteran

SIGMA VENDOR NUMBER

(protected information required for processing payments)

BIDDER'S SIGNATURE AND TITLE DATE

WITNESS' SIGNATURE DATE

By signing this bid above, bidder certifies their enclosed Qualified Disabled Veteran and Michigan-Based Business Certifications.

BASE BID FROM BID SCHEDULE (Include specified Allowances):

____________________________________________________________________________Dollars $____________________ (use words) (in figures)

Builders Risk Insurance is NOT provided by the State of Michigan. (See Section 00700, No. 3, Paragraph 3.4.)

A PERFORMANCE BOND AND A PAYMENT BOND ARE REQUIRED FOR ALL BIDS OVER $50,000.00. EACH BID MUST BE ACCOMPANIED BY A FIVE (5) PERCENT BID GUARANTEE. BUILDERS RISK INSURANCE IS REQUIRED TO BE PROVIDED BY THE

CONTRACTOR UNLESS OTHERWISE INDICATED IN THE BID DOCUMENTS.

BIDDERS ARE ALSO CAUTIONED TO FAMILIARIZE THEMSELVES WITH ALL OF THE OTHER CONDITIONS OF THE CONTRACT.

Project Scope of Work:

Furnish all materials and provide all labor as required to develop interpretative trail, including but not limited to parking area renovations, access walkways and plaza areas, miscellaneous renovations and alterations at existing buildings, site signage, site furnishings and miscellaneous items as required for a complete project as outlined.

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:

https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService

Bidding and Contract Document (R 03/22) Project Name: Platte River SFH File No. 751/22193.GAG

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

Unit Price

Item Bid Price

1 1 Per Bid Documents $ $ 2 1 Provisional Contingency $ 15,000.00 $ 15,000.00

ALLOWANCE AMOUNT $ 0.00 $ 0.00

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

Item Bid Price

Bid Alternate #1:

Visitor Parking

1 Remove existing and install new asphalt paving at Visitor Parking Area with new asphalt flush with existing concrete sidewalk to remain.

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.

Bidding and Contract Document (R 03/22) Project Name: Platte River SFH File No. 751/22193.GAG

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. Bid

Item Bid Price

1 1 ton Asphalt Paving: 1100T-20AA, Furnish and install

2 1 ton Asphalt paving: 1100L-20AA, Furnish and install

3 1 yard Aggregate Material: MDOT 21AA, Furnish and install

4 1 yard Granular Material: MDOT Class II, Furnish and install

5 1 unit, Spec Section 12 93 00: Picnic Table with Solar Powered Canopy Furnish and install

6 1 unit Spec Section 12 93 00: Park Bench Furnish and install

OSCEOLA

COUNTY

TRAVERSE

COUNTY

MANISTEE

COUNTY

MISSAUKEE

COUNTY

KALKASKA

COUNTY

LAKE

COUNTY

MASON

COUNTY

BENZIE

COUNTY

GRAND

WEXFORD

COUNTY

BENZIE

COUNTY

FISH HATCHERY

ADDENDUM #1

T100 COVER SHEET

SCHEDULE OF DRAWINGS:

BEULAH, MICHIGAN

MAY 7, 2023

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com

INTERPRETIVE TRAIL PROJECT FOR:

T100

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

COVER

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

SHEET

A100 EXISTING SITE PLAN

NO SCALE

STATE MAP

N NO SCALE

COUNTY MAP

N NO SCALE

LOCATION MAP

N

Know what's below.

Call before you dig.

MI State File No. 751/22193.GAG Index No. 4200

15210 U.S. 31

PLATTE RIVER

A101 OVERALL FACILITY SITE PLAN

A201 MISC. DETAILS & DOOR SCHEDULE

FISH HATCHERY

BEULAH, MICHIGAN

PLATTE RIVER

15210 U.S. 31

PROJECT FOR:

INTERPRETIVE TRAIL

MI FILE NO. 751/22193.GAG

C o p y r i g h t

K e n d r a

C

T h o m p s o n

A r c h i t e c t s

P

C

JAN 2023

KT-220220010

Manistee, MI 49660

Kendra C. Thompson

803 Cherry Street t: 231.723.4195

Architects, P.C.

ARCHITECT:

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

A200 ENLARGED PARTIAL PLANS

1 PRELIMINARY DESIGN 1/12/2023

2 DESIGN DEVELOPMENT 2/16/2023

3 BID SET 4/17/2023

4 ADDENDUM #1 5/7/2023

A102 S.E.S.C. PLAN

SITE

U.S. - 31

TREATMENT

POND

RACEWAYS A, B & C

SPAWN BLDG.

SERVICE

BUILDING

HATCHERY BUILDING

ADMINISTRATION

BUILDING

OFFICE AND

CREW QUATERS

R

ES

ID

EN

C E

FOOD STORAGE

PUMP

HOUSE

N O

R

TH

E N

TR

A N C E

RETENTION POND

SEPTIC FIELD

SEPTIC FIELD

SEP

TIC

FI

EL

D

SEP

TIC

FI

EL

D

SEPTIC FIELD

PARKING AREA

PARKING AREA

PA

RKIN

G AREA

SOLIDS COLLEC

TION AND

SLUDGE HOLDING AREA

EXISTING CONC. GALLERY

AC

C

ESS RO

AD

ACCESS ROAD

PLATTE RIVER

PLATTE RIVER

MAIN EN

TR

ANCE D

RIVE

PLATTE RIVER

INFO

S

TATIO

N

FUEL

SCALE: 1" = 50'-0"

SITE PLAN

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com

A100

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

EXISTING

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

SITE PLAN

FISH HATCHERY

BEULAH, MICHIGAN

PLATTE RIVER

15210 U.S. 31

PROJECT FOR:

INTERPRETIVE TRAIL

MI FILE NO. 751/22193.GAG

1 PRELIMINARY DESIGN 1/12/2023

2 DESIGN DEVELOPMENT 2/16/2023

3 BID SET 4/17/2023

4 ADDENDUM #1 5/7/2023

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

JAN 2023

KT-220220010

EXISTING

N

POND

RACEWAYS A, B & C

SPAWN BLDG.

SERVICE

BUILDING

HATCHERY BUILDING

ADMINISTRATION

BUILDING

OFFICE AND

CREW QUATERS

R

ES

ID

EN

C E

FOOD STORAGE

PUMP

HOUSE

N O

R

TH

E N

TR

A N C E

RETENTION POND

SEPTIC FIELD

SEPTIC FIELD

SEP

TIC

FI

EL

D

SEP

TIC

FI

EL

D

SEPTIC FIELD

PARKING AREA

PA

RKIN

G AREA

SOLIDS COLLEC

TION AND

SLUDGE HOLDING AREA

EXISTING CONC. GALLERY

AC

C

ESS RO

AD

ACCESS ROAD

PLATTE RIVER

PLATTE RIVER

MAIN EN

TR

ANCE D

RIVE

PLATTE RIVER

INFO

S

TATIO

N

WIDE ASPHALT

@ EXI

ST'G.

DRIVE

NEW SOLAR

PICNIC TABLE

FUTURE W

EIR

OBSERVATION/

FISHING PLATFO

RM

EXIST'G. CONC.

TO REMAIN

NEW ASPHALT

THIS AREA

EXIST'G. CONC. WALK

TO REMAIN THIS AREA

NEW 24' W. PLAZA:

4" CONC. W/ 6X6-1.4/1.4

SOLAR

ARRAY

NEW 8 FT

WIDE

ASPHALT W

ALKWAY

EXIST'G. THIS AREA-REPLACE

APPROX. 8 FT EXIST'G.

CONC. WALK AS REQ'D.

(MAX. 2

% SLOPE)

NEW OPEN'G. @

EXIS

T'G. FE

NCE W

INTER

MEDIATE B

OLLARD

ADA TACTILE

WARNING

EXIST'G. WALKWAY

THIS AREA TO REMAIN-

NEW 8 FT

EXIST'G. CONC.

TO REMAIN

FUEL

ADA TACTILE

WARNING

NEW INFO SIGN ON

4X4 POSTS

FOR ADA SLOPE

REWORK ENTRY

ADA TACTILE

WARNING

INTERIOR

MODIF'N -

NEW 8 FT WIDE

ASPHALT WALK -

ADA TACTILE

WARNING

ALIGN NEW TO EXIST'G.

REFER TO

SH. A200

MAX. 1:20 SLOPE

WWF ON 6" GRANULAR

BASE ON UNDIST. SOIL

NEW SOLAR

PICNIC TABLE

ADA TACTILE WARNING

FULL WIDTH

5'X10' ASPHALT

W/NEW BENCH

5'X10' CONC.

W/NEW BENCH

5'X10' ASPHALT

W/NEW BENCH

ASPHALT W

18' X 2 0'

CONC. WALKS

(ASPHALT TO

SOUTH & NORTH AREA)

NEW 8 FT.

MAX. 2% SLOPE

NEW 18' X 20' X 4"

CONC. W/ SOLAR

PICNIC TABLE

NEW 20' W. PLAZA:

4" CONC. W/ 6X6-

1.4/1.4 WWF ON

6" GRANULAR BASE

ON UNDIST. SOIL

(6) STANDARD

PARK'G: 9'X20'

(2) HC VAN-

ACCESS & A

ISLE:

(13) STANDARD

PARK'G: 9'X20'

8' X 2

0' EA. W/

NEW ADA

CURB CUT

HC PARK'G. SIGNAGE

NEW ASPHALT

SEALER & STRIPING

@ EXIST'G. AREA

5' X 1

0' ASPHALT

W/NEW BENCH

NEW 8 FT ASPHALT

WALKWAY (2% MAX.

SLOPE = 4 FT +/- DOWN)

CONNECT NEW WALK TO

CULVERT THIS AREA

INSTALL NEW 18" D

ALIGN NEW W/EXIST'G

NORTH DOOR @ BLDG.

BID ALTERNATE #1:

REMOVE EXIST'G. ASPHALT THIS

AREA. INSTALL NEW (2) LAYERS 1-1/2"

ASPHALT PLACED FLUSH WITH EXIST'G.

CONC. SIDEWALK, STRIPE AS INDICATED

(NO ADA CURB CUT REQUIRED)

EXIST'G. DRIVE TO

REMAIN

SCALE: 1" = 50'-0"

SITE PLAN

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com

A101

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

OVERALL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

SITE PLAN

FISH HATCHERY

BEULAH, MICHIGAN

PLATTE RIVER

15210 U.S. 31

PROJECT FOR:

INTERPRETIVE TRAIL

MI FILE NO. 751/22193.GAG

1 PRELIMINARY DESIGN 1/12/2023

2 DESIGN DEVELOPMENT 2/16/2023

3 BID SET 4/17/2023

4 ADDENDUM #1 5/7/2023

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

JAN 2023

KT-220220010

CONCEPTUAL OVERALL

N

POND

RACEWAYS A, B & C

SPAWN BLDG.

SERVICE

BUILDING

HATCHERY BUILDING

ADMINISTRATION

BUILDING

OFFICE AND

CREW QUATERS

R

ES

ID

EN

C E

FOOD STORAGE

PUMP

HOUSE

N O

R

TH

E N

TR

A N C E

RETENTION POND

SEPTIC FIELD

SEPTIC FIELD

SEP

TIC

FI

EL

D

SEP

TIC

FI

EL

D

SEPTIC FIELD

PA

RKIN

G AREA

SOLIDS COLLEC

TION AND

SLUDGE HOLDING AREA

EXISTING CONC. GALLERY

AC

C

ESS RO

AD

ACCESS ROAD

PLATTE RIVER

PLATTE RIVER

MAIN EN

TR

ANCE D

RIVE

PLATTE RIVER

INFO

S

TATIO

N

SOLAR

ARRAY

SESC SILT F

ENCE

REFE

R TO

DET.

1/A102

FUEL

FEN

CESESC SILT

APPROX. E

XTEN

T

OF SILT F

ENCE

SESC SILT FENCE

REFER TO

DET. 1/A102

SESC SILT FENCE

REFER TO

DET. 1/A102

MACHINE POINTED

POST, MAX. 6 FT

SPACING

ATTACH GEOTEXTILE

FABRIC TO POSTS

USING LATH

DIG TRENCH, PLACE

GEOTEXTILE FABRIC

& REPLACE SOIL

AREAS PER STATE

OF MICHIGAN SESC

DESIGN REQ'MTS.

INSTALL SESC

CONTROL @ WORK1 SEEDING WHEN BARE SOIL IS EXPOSED

2 MULCH & MULCH BLANKET AREAS SUBJECT TO RAIN OR EROSION

3 STORM DRAIN INLET DRAINS SUBJECT TO RUNOFF

PROTECTION FROM EARTH ACTIVITIES

4 SILT FENCE TEMPORARY MEASURE AROUND

WORK AREA OF EARTH ACTIVITY

5 STABILIZE CONSTRUCTION WHERE EQUIPMENT MAY TRACK SOIL

ACCESS

SESC CONTROL MEASURES

ITEM SESC MEASURE WHERE USED

S.E.S.C GENERAL NOTES:

1. SESC measures to comply with Michigan Association of County Drain Commissioners SESC Specifications.

2. Additional erosion measures to be completed as required by SESC governing jurisdiction.

3. Contractor responsible for all measures necessary to prevent off-site sedimentation.

4. Geotextile silt fence and all catch basin protection measures shall be properly placed as needed to retain soils onsite.

5. Stabilize site as soon as possible after work activity.

6. Anticipated Schedule:

Construction Commencement: August 2023 Substantial Completion: November 2023

SCALE: 1" = 50'-0"

SITE PLAN

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com

A101

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

S.E.S.C.

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

SITE PLAN

FISH HATCHERY

BEULAH, MICHIGAN

PLATTE RIVER

15210 U.S. 31

PROJECT FOR:

INTERPRETIVE TRAIL

MI FILE NO. 751/22193.GAG

1 PRELIMINARY DESIGN 1/12/2023

2 DESIGN DEVELOPMENT 2/16/2023

3 BID SET 4/17/2023

4 ADDENDUM #1 5/7/2023

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

JAN 2023

KT-220220010

S.E.S.C.

N

NO SCALE

REQ'MTS

S.E.S.C.

a102

OH CLOSER, PAINT

NEW 4" CONC. SLAB

W/ 6X6-1.4/1.4 WWF

ON 6" GRANULAR BASE

ON UNDISTURB. SOIL

PATCH & REPAIR EXIST'G.

ASPHALT AS REQ'D.

84" X 24" ADA

TACTILE WARNING PAD

8'-0"

'-2

REMOVE EXIST'G.

ASPHALT THIS AREA

D O

W N

:8

M A X.

S

LO

PE

G R A S S

EX

IS

T' G

A S

PH

A

LT

EX

IS

T' G

EXISTING HM DOOR & FR

TO REMAIN - INSTALL NEW

BUILDING

RACEWAY

R1009 '-0

V .I.

F.

FINISH GRADE TO BE

FLUSH W/NEW CONC.

SLAB, TAPERED AWAY -

INSTALL NEW SEED @

DISTURBED AREAS

NEW INTERPRETIVE SIGN

(SUPPLIED BY OWNER)

INSTALLED ON 4X4 EXT. GRADE

POSTS (BY CONTRACTOR) -

DOWN

1:8 MAX.

SLOPE:

(-3" +/-)

D O

W N

:8

M

PE

D O

W N

:8

M

PE

BUILDING

RACEWAY

R100

AT EXIST'G. OPENING

NEW 6" DIA. X 42" H.

STEEL PIPE BOLLARD,

CONC. FILLED W/PREFAB

COVER - EMBED 36" MIN.

72" X 24" ADA

TACTILE WARNING PAD

PATCH & REPAIR EXIST'G.

ASPHALT AS REQ'D.

60" X 24" ADA

TACTILE WARNING PAD

ASPHALT TO ACCOMMODATE

NEW WORK THIS AREA

NEW 3'-0" X 7'-0" FIBERGL

DOOR IN FGL FRAME

REMOVE EXIST'G.

'-8

V .I.

F.

'-2

'-4

'-8

V .I.

F.

6'-0" 2'-8" V.I.F.

60" X 24" ADA

TACTILE WARNING PAD

NEW 4" CONC. SLAB

W/ 6X6-1.4/1.4 WWF

ON 6" GRANULAR BASE

ON UNDISTURB. SOIL

EXIST'G. CONCRETE

WALKWAY TO REMAIN

72" X 24" ADA

TACTILE WARNING PAD

VERIFY & ADJUST AS REQ'D.

EXIST'G. DOOR CLOSERS

FOR MAX. 5 LB OPENING

FORCE PER ADA REQ'MTS

H101

EXIST'G. DOORS TO REMAIN -

EXIST'G. ASPHALT

DRIVE THIS AREA

BUILDING

HATCHERY

NEW PR. 3'-0"X7'-0"

ALUMINUM STOREFRONT

ENTRY DOORS & FRAME

EXIST'G. CONCRETE

WALKWAY TO REMAIN BUILDING

HATCHERY

H100

(VERIFY EXIST'G. SIZE IN FIELD)

NEW INTERPRETIVE SIGN

(SUPPLIED BY OWNER)

INSTALLED ON 4X4 EXT. GRADE

POSTS (BY CONTRACTOR) -

EXACT LOCATION TO BE

DETERMINED IN FIELD

CONTRACTOR TO

ADJUST EXIST'G.

DOOR CLOSERS TO

5 LB OPENING FORCE

MAX. (COMPLY W/

ADA REQ'MTS.) -

TYPICAL @ MAIN ENTRY,

MEN'S & WOMEN'S

BF TOIL. RMS

CENTER

WELCOME

W100

W101

W102

REMOVE EXIST'G.

DOORS & FRAME

THIS AREA - PATCH

& REPAIR DISTURBED

AREAS, PAINT

W103

CENTER

WELCOME

W104

VERIFY & ADJUST AS REQ'D.

EXIST'G. DOOR CLOSER

FOR MAX. 5 LB OPENING

FORCE PER ADA REQ'MTS

EXIST'G. DOOR TO REMAIN -

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com

A200

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

ENLARGED

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

PARTIAL PLANS

FISH HATCHERY

BEULAH, MICHIGAN

PLATTE RIVER

15210 U.S. 31

PROJECT FOR:

INTERPRETIVE TRAIL

MI FILE NO. 751/22193.GAG

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

JAN 2023

KT-220220010

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

NORTH EXIT

RACEWAY BLDG:

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

SOUTH ENTRY

RACEWAY BLDG:

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

WEST EXIT

HATCHERY BLDG:

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

SOUTH ENTRY

HATCHERY BLDG:

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

WEST VESTIBULE

WELCOME CENTER:

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

ENTRY LOBBY

WELCOME CENTER:

N

NN

NN

N

1 PRELIMINARY DESIGN 1/12/2023

2 DESIGN DEVELOPMENT 2/16/2023

3 BID SET 4/17/2023

4 ADDENDUM #1 5/7/2023

VAN

ACCESSIBLE

HANDICAPPED

PARKING

ROUNDED CORNERS

12"X18" ALUMINUM

SIGN W/WHITE FACE

& BLUE LETTERS/HC

SYMBOL

6" X 12" ALUMINUM

SIGN W/WHITE FACE

& BLUE LETTERS &

VAN ACCESSIBLE

SPACES ONLY

2" SQUARE ALUMINUM

TUBING W/PRIMER &

(2) COATS BLACK

MATTE FINISH

12" DIA. CONCRETE

FOUNDATION

'-0

'-8

1" DEEP TOOLED JOINT

5'-0" O.C. MAX.

4" CONCRETE SLAB

TYPICAL U.N.O.

1 1/4" BITUMINOUS WEAR

COURSE MDOT 1100T-20AA

1 1/4" BITUMINOUS LEVELING

COURSE MDOT 1100L-20AA

6" MDOT NO. 21AA AGGREGATE

BASE COMPACT TO 95%

MOD. PROCTOR DENSITY

FILL AS NEEDED - MDOT CLASS II

GRANULAR MAT'L, 9" MAX. LIFTS

COMPACT TO 95% MOD.

PROCTOR DENSITY

4" CONCRETE AIR-ENTRAINED,

LIGHT BROOM FINISH W/

6X6-1.4/1.4 WWF

6" MDOT CLASS 11 GRANULAR

MATERAL COMPACT TO 95%

MAX. DENSITY AS DETERMINED

BY MICHIGAN ONE POINT

CONE METHOD

FILL AS NEEDED - SUB-BASE

MAT'L, 9" MAX. LIFTS COMPACT

TO 95% MOD. PROCTOR DENSITY

EXPANSION JOINT

REQ'D. EVERY 50' MAX.

1/2" EXPANSION MAT'L.

1/2" RADIUS

4" CONCRETE SLAB

TYPICAL U.N.O.

FIBERGLASS FRAME

2"

FIBERGLASS FRAME BY

FIBERGLASS DOOR -

SEE DOOR SCHEDULE

FIBERGLASS DOOR -

SEE DOOR SCHEDULE

NEW (2) 2X6 EXT. GRADE

DOOR MANUFACTURER

HEADER - COORDINATE W/

EXIST'G. 2X4 FRAMING

2"

41 2

SEALANT W/ BACKER ROD

SHIM

EXIST'G. 36" H. CONC.

SILL WALL W/ METAL

SIDING ON 2X4 FRAMING -

VERIFY CONDITIONS

IN FIELD

WOOD STUDS @ JAMB

EXIST'G. METAL SIDING &

SEALANT W/ BACKER ROD

SHIM

NEW (2) 2X4 EXT. GRADE

CLOSER PIECE

" V

.I.

F.

EXIST'G. METAL SIDING &

CLOSER PIECE

EXIST'G. 2X4 STUDS

SEE

SCHEDULE

S

EE

S C H

ED

U

LE

1 2

" M

IN

TEMP./

INSUL'D

GLASS

SEE

SCHEDULE

S

EE

S C H

ED

U

LE

SCHEDULE

A

2"

SEE

2"

S

EE

S C H

ED

U

LE

8 FT WIDE

CONC. WALK

MAX 2% SLOPE

HC VAN-ACCESSIBLE

POST MOUNTED SIGNS

EXIST'G. CONC WALK

TO REMAIN

WHEEL VEHICLE STOPS

ALONG ACCESS ROUTE

EXIST'G. CONC WALK

TO REMAIN

STANDARD

PARKING

HC VAN-

ACCESSIBLE

PARKING

CLEAR

ACCESS

AISLE

HC VAN-

ACCESSIBLE

PARKING

STANDARD

PARKING

ADA TACTILE WARNING

PAD (FULL WIDTH X 24")

STRAIGHT FACE CURB -

FROM EXIST'G. WALK TO

ADA ACCESS AISLE W/

9'-0" 8'-0" 8'-0" 8'-0" 9'-0"

'-0

NEW CONC. RAMP DOWN

EXIST'G. ASPHALT TO

REMAIN - SEAL & RESTRIPE

(TYP. EA. SIDE)

(TYP. EA. SIDE)

MAX. 1:8 SLOPE (V.I.F.)

2"

1 4

41 2

ALUMIN. FRAME W/

ALUMINUM STOREFRONT -

SEE DOOR SCHEDULE

EXIST'G. CONC. WING &

HEAD FRAME TO REMAIN

SHIM

SEALANT W/

BACKER ROD

EXIST'G. MASONRY WALL

SEALANT W/

BACKER ROD

FRAME ANCHORS

PER FRAME MANUF.

ALUMIN. FRAME W/

ALUMINUM STOREFRONT -

SEE DOOR SCHEDULE

EXIST'G. C.M.U. WALL &

HEADER TO REMAIN

SHIM

SEALANT W/

BACKER ROD

EXIST'G. CONC. WING &

HEAD FRAME TO REMAIN

THERMAL BREAK

2"

THERMAL BREAK

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 kt@kendrathompson-architects.com www.kendrathompson-architects.com

A201

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

MISC. DETAILS

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

& DOOR SCHED.

FISH HATCHERY

BEULAH, MICHIGAN

PLATTE RIVER

15210 U.S. 31

PROJECT FOR:

INTERPRETIVE TRAIL

MI FILE NO. 751/22193.GAG

1 PRELIMINARY DESIGN 1/12/2023

2 DESIGN DEVELOPMENT 2/16/2023

3 BID SET 4/17/2023

4 ADDENDUM #1 5/7/2023

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

JAN 2023

KT-220220010

NO SCALE

HC PARK'G. SIGN

NO SCALE

EXPANSION JOINT

NO SCALE

ASPHALT WALKWAYS

NO SCALE

CONCRETE PATIOS

NO SCALE

CONTROL JOINT

CONCRETE

CONCRETE

FRAME

TYPEMAT. GLASS

DOOR

LOCATIOND

O O

R N

O

DOOR SCHEDULE

TYPE

DETAIL

MAT. GLASS JAMB HEAD HARDW. RATING REMARKS

ALAL/GLH100

H101

R100

R101

RACEWAY BUILDING

2 A FBGLFBGLRACEWAY BUILDING

A1

HATCHERY BUILDING

HATCHERY BUILDING

SIZE

PR. 3'-0" X 6'-8" X 1 3/4"

EXIST'G. PR. 3'-0" X 6'-8" X 1 3/4"

FIRE

FRAME TYPES:

SCALE: 3" = 1'-0"A201

1 JAMB DETAIL

SCALE: 3" = 1'-0"A201

2 HEAD DETAIL

SCALE: 3" = 1'-0"A201

3 JAMB DETAIL

SCALE: 3" = 1'-0"A201

4 HEAD DETAIL

DOOR TYPES:

INSULATED

3'-0" X 7'-0" X 1 3/4"

EXIST'G. 3'-0" X 7'-0" X 1 3/4"

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

ADA PARKING/WALK

TEMPERED,

INSULATED

TEMPERED,

* * ADJUST CLOSER FOR MAX 5 FT/LB

W103 -- --WELCOME CENTER VESTIBULE EXIST'G. PR. 3'-0" X 7'-0" X 1 3/4" - - * * TO BE REMOVED, PATCH/REPAIR-

1/A201 2/A201

- -W102 -- --WELCOME CENTER MEN'S EXIST'G. 3'-0" X 7'-0" X 1 3/4" - - * * ADJUST CLOSER FOR MAX 5 FT/LB-

- -W101 -- --WELCOME CENTER WOMEN'S EXIST'G. 3'-0" X 7'-0" X 1 3/4" - - * * ADJUST CLOSER FOR MAX 5 FT/LB-

- -W100 -- --WELCOME CENTER ENTRY EXIST'G. PR. 3'-0" X 7'-0" X 1 3/4" - - * * ADJUST CLOSER FOR MAX 5 FT/LB-

- -W103 -- --WELCOME CENTER WEST EXIT EXIST'G. 3'-0" X 7'-0" X 1 3/4" - - * * ADJUST CLOSER FOR MAX 5 FT/LB-

DISTURBED AREAS & PAINT

3/A202 4/A201