MDNR Torch River Bridge BAS Dwgs Vol 1.pdf

PDF 4 MB Posted Feb 9, 2024

Attached to: 751/20126. GAG; Torch River Bridge BAS Bldg Demolition
Solicitation number: RFQ - 171 - 240000000204
Issued by: Antrim County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of engineering plans and specifications for the Torch River Bridge Boating Access Site project in Milton Township, Antrim County, Michigan. The project is being managed by the Michigan Department of Natural Resources (MDNR) and facilitated by the Department of Technology, Management and Budget (DTMB) State Facilities Administration Design and Construction Division.

The project scope includes demolition of existing structures, earthwork, utilities, site improvements, and landscape work to develop a new boating access site at the Torch River Bridge. Key work includes removal of buildings, docks, pavement, and vegetation, as well as installation of a new boat launch, parking area, vault toilet, and associated infrastructure. The bid documents provide detailed construction plans, a project schedule, required permits, and instructions for submitting bids. Bids are due by January 19, 2024, and the contract will be awarded shortly thereafter, with construction anticipated to commence following the spring thaw.

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Other files

File	Type	Posted
MDNR Torch River Bridge BAS Specs Vol 3.pdf	PDF	Feb 9, 2024
MDNR Torch River Bridge BAS Dwgs Vol 3.pdf	PDF	Feb 9, 2024
MDNR Torch River Bridge BAS Specs Vol 1.pdf	PDF	Feb 9, 2024
MDNR Torch River Bridge BAS Dwgs Vol 2.pdf	PDF	Feb 9, 2024
MDNR Torch River Bridge BAS Specs Vol 2.pdf	PDF	Feb 9, 2024
751-20126-GAG - Torch River BAS - DTMB Addendum 1.pdf	PDF	Feb 9, 2024
Bid Advertisement - Torch River Bridge BAS 751-20126.pdf	PDF	Feb 9, 2024

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Torch River Bridge Boating Access Site Date Issued: January 19, 2024

Bidding

Location Maps

NTS

535 West William, Suite 101

Planning, Engineering and Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Submittals

Environmental Services

Overall Vicinity Map Site Plan Vicinity Map

12.09.2022 Joint Permit Application

01.18.2023 Joint Permit Application - Revision 1

02.17.2023 Joint Permit Application - Revision 2

12.22.2023 90% Owner Review

01.04.2024 DTMB SESC Permit

01.04.2024 Vault Toilet Permit

01.19.2024 Bidding

File Number: 751/20126.GAG Index Number: 2500 Milton Township, MI 49676

Permits Required SESC Permit - DNR/BRI & Contractor EGLE Permit- DNR/BRI USACE Permit-DNR/BRI Health Department of Northwest Michigan - DNR/BRI Antrim County Road Comission

Milton Township - Contractor to provide written Notification of Project Commencement to Milton Township a minimum of 5 business days before start of work.

PROJECT

SITE

Cherry Ave. (593)

Landscape Architect / Engineer

Agency and Project Director

Contacts Lauren De Silva ldesilva@bria2.com

Project Site Location 12565 SW Torch Lake Drive, Milton Township (Rapid City), MI 49676

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

Torch Lake

Elk Lake

Lake Skegemog

Rapid City

Cryst al Beach Rd NW

Ra pi d C ity R d N

Valley Rd NW

Aarwood Rd NW

Plum Valley RdMiller Rd

T or ch

L ak e D r

C hi pp ew a Tr ai l

W Torch River Rd

Torch River

Torch Lake

Torch River

Cryst al Beach Rd NW

Torch Lake D r

W Torch River Rd

Cherry Ave. (5

93)

Shellw ay D r N W

To rc h Br id ge

C t

PROJECT

SITE Surveyor

SHEET INDEX

Sheet Number Sheet Title

C0.0 Cover Sheet C1.0 Existing Conditions Plan C1.1 Demolition Project As-built - REFERENCE ONLY C2.0 Soil Erosion & Sediment Control Plan C3.0 Demolition Plan C4.0 Layout & Materials Plan C5.0 Grading Plan C6.0 Utility Plan C7.0 Site Details (1) C7.1 Site Details (2) C7.2 Site Details (3) C7.3 Site Details (4) C7.4 Site Details (5) C7.5 Site Details (6) C7.6 Site Details (7) C7.7 Utility Details C7.8 EGLE PLan & Cross Sections-Inland Lake Impacts - REFERENCE ONLY C7.9 EGLE PLan & Cross Sections-Inland Lake Impacts - REFERENCE ONLY L1.0 Landscape Plan

L2.0 Landscape Details

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7164 EAGLE'S WAY LANE

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KEWADIN, MI 49648

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URVEYING,

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AND

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AGLE

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(231) 264-9110

C O

N C

LOT 13

T 14 LO

T 15

T 18

T 19

T 53

T 52

T 51

PARCEL "A"

PARCEL "B"

0.51 acres

R/W

T 54 &

W /2 55

N O

T IN

ED149.93'

S 04°08'29" E

149.93'

N 85°51'33" E 149.51'

N 85°53'59" E

75.45'

1°

'4 7"

6' N

1°

7" E

75.45'

N 85°53'02" E

EAST 702.27'

S 04°08'30" E

149.91'

66.56'

151.57'

S 10°30'29" E 100.16'

S 04°28'42" E

50.00' 50.05'

99.98'

N 85°42'51" E 224.18'

S 04°07'43" E

99.88'

N 85°52'19" E

100.59'

50.29'

40.95'

C A

BIN

CABIN

MOUND

N 79°46'04" E 228.72'

S 11°05'59" E 91.24'

57.98'

S 10°05'08" E

L3 L4

C O

N C

LODGE

66.00'

EDGE OF PAVEMENT

E O

F PA

MANHOLE

HYDRANT

WELL

EAST 895.67'

E O

F PA

BRIDGE RETAINING WALL

AREA

PAVED

AREA

GRAVEL

DRIVE

GRAVEL

C O

N C

O H

TIL

OH UTIL

PPRO

X U

G G

A S

APPROX UG GAS

AREA

GRAVEL

P O

AK 3

P O

AK 3

E 2 2"

PL 22"

E 2 2"

" M

E 1

E 4

E 1

CDR

CDR 12"CDR 16"

CDR 12"

CDR 14"

CDR

EDGE OF PAVEMENT

CDR

AK 8

ILLOW

30"

WOODED AREA

GRAVEL DR

DRGRAVEL

AREA

PAVED

EDGE OF PAVEMENT

AREA

PAVED

FEN

PAVED

CURBUG C

ULV

E O

WATER'S EDGE 9/28/21

(ELEV = 589.7)

FLOODPLAIN & OHWM

590.6

TRAVERSE LINE

PLATTED CL

BM#1 SPK IN PPOLE

(ELEV = 596.32)

1.52 ACRES TO WATERS EDGE

1.45 ACRES TO TRAVERSE LINE

PLATTED CL

FROM DEMOLITION ASBUILT OCT 17 2022

CONCRETE PAD EXISTS APPROXIMATELY

4 FT BELOW EXISTING GRADE WITHIN

FOOTPRINTS OF DEMOLISHED BUILDINGS

CATCHBASIN

(CULVERT 6" TO EAST

ELEV = 592.6 INV)

WELL PIT

WHITE LINE PAINT

YELLOW LINE PAINT

WHITE LINE PAINT

CULVERT 24"

(ELEV=603.08)

CULVERT 24"

(ELEV=605.34)

STONE RET/WALL

FROM DEMOLITION ASBUILT OCT 17 2022

CONCRETE PAD EXISTS APPROXIMATELY

4 FT BELOW EXISTING GRADE WITHIN

FOOTPRINTS OF DEMOLISHED BUILDINGS

CATCHBASIN

(CULVERT 6" TO EAST ELEV = 592.0 INV)

(CULVERT 12" TO SW ELEV = 592.1 INV)

6' FENCE -

APPROX EXTENTS

SPLIT RAIL FENCE

598599

595596

7 59

BAYSIDE

REAL

ESTATE

BAYSIDE

REAL

ESTATE

NORTHWIND

RESORT

JOHNNY'S TORCH

RIVIERA

BURIED CONC

FOUNDATION

BURIED CONC

FOUNDATION

GILL-ROY'S GOT-IT!

Checked: CD / CS

2021051

Approved: CS

Drawn: LD

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Boating Access Site Torch River Bridge

Milton Township, MI

MDNR

Environmental Services

Improvements

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

1" = 30'

ABANDONED WELL

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT.

4. CONTRACTOR SHALL MAINTAIN EXISTING FILTER FABRIC FENCE (SILT FENCE) AND CONSTRUCTION FENCING ON SITE, INCLUDING BUT NOT LIMITED TO; RELOCATING IT, SUPPLEMENTING IT, OR REPLACING IT AS NECESSARY. FOR LOCATIONS, REFER TO

DEMOLITION PROJECT AS-BUILT - REFERENCE ONLY, ON SHEET C1.1.

EXISTING CONDITIONS NOTES

EAGLE LAND SURVEYING, INC

7164 EAGLE'S WAY LANE, KEWADIN, MI 49648

(231) 264-9110

SURVEY PREPARED BY:

BM #1: SPK IN POLE (ELEVATION = 596.32)

BENCHMARK NOTES

(ACCORDING TO THE USDA NRCS SOIL SURVEY)

KdB KALKASKA-EAST LAKE COMPLEX, LAKE

MODERATED, 0 TO 6 PERCENT SLOPES

Ta TAWAS MUCK

W WATER

ADDITIONAL SOIL INFORMATION IS PER "EXPANDED

BOATING ACCESS SITE AT THE TORCH RIVER BRIDGE -

GEOTECHINCAL SUBSURFACE INVESTIGATION" REPORT

DATED OCTOBER 24, 2022, PREPARED BY TTL

ASSOCIATES, INC.

SOIL TYPES

EXISTING CONDITIONS LEGEND

FENCE

PARCEL LINE

RIGHT-OF-WAY LINE

EXISTING TREE

WALKWAY

BOAT LAUNCH

IRON FND

IRON SET

P.K. FND.

P.K. SET

RECORD

MONUMENT FND.

MEASURED

FOUND IRON PIPE

FOUND IRON ROD

EXISTING BUILDING / STRUCTURE

PP EXISTING UTILITY POLE

MAJOR CONTOUR

MINOR CONTOUR

OHWM EGLE (590.6)

EXISTING OHWM

EXISTING CATCH BASIN

DOCK

ELECTRIC HOOKUP -

APPROX LOCATION

6" TIMBER RET/WALL -

APPROX EXTENTS

APPROX 16 CONC

CURB STOPS WITHIN

PARKING LOT

C1.0

Existing Conditions Plan

D EXISTING SIGN

SIGN, TYP

DESCRIPTION PARCEL "A": AS SURVEYED; (BEING THE SAME PROPERTY AS FURNISHED DESCRIPTION);

A PARCEL OF LAND SITUATED IN MILTON TOWNSHIP, ANTRIM COUNTY, MICHIGAN, BEING LOT 12, EXCLUDING THE NORTH 9 FEET THEREOF; AND LOTS 13,14,15; ALSO LOTS 16 AND 17 EXCLUDING THE SOUTH 100 FEET THEREOF, AND LOTS 18 AND 19, ALL IN THE PLAT OF NEW HIGHLANDS, ACCORDING

TO THE PLAT THEREOF AS RECORDED IN LIBER 1 OF PLATS, PAGE 167.

MORE FULLY DESCRIBED AS;

THAT PART OF GOVERNMENT LOT 5 OF SECTION 6, TOWN 28 NORTH, RANGE 8 WEST, DESCRIBED AS:

COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 01°38'47" EAST ALONG THE WEST LINE OF SAID SECTION 1623.86 FEET; THENCE EAST 895.67 FEET TO A 3" IRON PIPE WITH A 1/2" IRON ROD AND CAP #28432 IN THE CENTER, BEING THE SOUTHWEST CORNER OF LOT 14 OF THE PLAT OF "NEW HIGHLANDS" AS RECORDED IN LIBER 1 PAGE 167 OF THE PLAT RECORDS OF ANTRIM COUNTY FOR THE POINT OF BEGINNING;

THENCE NORTH 10°30'29" WEST ALONG THE WEST LINE OF SAID LOT 151.57 FEET TO THE NORTHWEST CORNER OF SAID LOT 14; THENCE NORTH 11°05''59" WEST ALONG THE WEST LINE OF LOTS 13 AND 12 OF SAID PLAT 91.24 FEET TO A POINT 9.00 FEET SOUTH OF THE NORTHWEST CORNER OF SAID LOT 12 OF SAID PLAT; THENCE NORTH 79°46'04" EAST ALONG A LINE PARALLEL WITH AND 9.00 FEET SOUTHERLY OF THE NORTH LINE OF SAID LOT

228.72 FEET TO A POINT ON A TRAVERSE LINE ALONG THE SHORE OF TORCH LAKE; THENCE ALONG SAID TRAVERSE LINE THE FOLLOWING 8 COURSES;

THENCE SOUTH 19°17'45" EAST 68.34 FEET; THENCE SOUTH 56°44'21" EAST 38.69 FEET; THENCE SOUTH 27°29'55" EAST 25.86 FEET; THENCE SOUTH 17°53'41" EAST 48.37 FEET; THENCE SOUTH 47°36'58" EAST 87.92 FEET; THENCE SOUTH 60°48'10" EAST 46.79 FEET; THENCE SOUTH 87°11'53" EAST

51.67 FEET; THENCE SOUTH 26°05'41" EAST 9.12 FEET TO THE SOUTHEAST CORNER OF LOT 19 OF SAID PLAT; THENCE LEAVING SAID TRAVERSE LINE SOUTH 85°42'51" WEST ALONG THE SOUTH LINE OF LOTS 19 AND 18 OF SAID PLAT 224.18 FEET TO THE SOUTHWEST CORNER OF LOT 18 OF SAID PLAT;

THENCE NORTH 04°07'43" WEST ALONG THE WEST LINE OF SAID LOT 18 OF SAID PLAT 99.88 FEET TO THE NORTHEAST CORNER OF THE SOUTH 100' OF LOTS 16 AND 17 OF SAID PLAT; THENCE SOUTH 85°52'19" WEST ALONG THE NORTH LINE OF SAID SOUTH 100' OF LOTS 16 AND 17 OF SAID PLAT

100.59 FEET TO THE NORTHWEST CORNER OF SAID SOUTH 100' OF LOTS 16 AND 17; THENCE SOUTH 04°28'42" EAST ALONG THE EAST LINE OF LOT 15 OF SAID PLAT 100.16 FEET TO THE SOUTHEAST CORNER OF LOT 15 OF SAID PLAT; THENCE SOUTH 85°42'51" WEST ALONG THE SOUTH LINE OF LOTS 15 AND 14 OF SAID PLAT 100.05 FEET TO THE POINT OF BEGINNING; AND CONTAINING 1.45 ACRES OF LAND.

SAID PROPERTY EXTENDS TO THE WATERS EDGE OF TORCH LAKE.

SUBJECT TO EASEMENTS, RIGHT-OF-WAYS, RESERVATIONS AND RESTRICTIONS OF RECORD.

DESCRIPTION PARCEL "B": AS SURVEYED; (BEING THE

SAME PROPERTY AS FURNISHED DESCRIPTION);

A PARCEL OF LAND SITUATED IN MILTON TOWNSHIP,

ANTRIM COUNTY, MICHIGAN, AND MORE FULLY

DESCRIBED AS FOLLOWS:

LOTS 51, 52 AND 53 OF THE PLAT OF "NEW

HIGHLANDS" AS RECORDED IN LIBER 1 PAGE 167 OF

THE PLAT RECORDS OF ANTRIM COUNTY, MORE FULLY

DESCRIBED AS;

THAT PART OF GOVERNMENT LOT 5 OF SECTION 6,

TOWN 28 NORTH, RANGE 8 WEST.

COMMENCING AT THE SOUTHWEST CORNER OF SAID

SECTION 6; THENCE NORTH 01°38'47" EAST ALONG

THE WEST LINE OF SAID SECTION 1393.20 FEET;

THENCE EAST 702.27 FEET TO A CONCRETE

MONUMENT BEING THE SOUTHWEST CORNER OF LOT

51 OF THE PLAT OF "NEW HIGHLANDS" AS RECORDED

IN LIBER 1 PAGE 167 OF THE PLAT RECORDS OF ANTRIM

COUNTY FOR THE POINT OF BEGINNING; THENCE

NORTH 04°08'29" WEST ALONG THE WEST LINE OF

SAID LOT 149.93 FEET TO THE NORTHWEST CORNER OF

SAID LOT 51; THENCE NORTH 85°51'33" EAST ALONG

THE NORTH LINE OF LOTS 51 THROUGH 53 OF SAID

PLAT 149.51 FEET TO THE NORTHEAST CORNER OF LOT

53 OF SAID PLAT; THENCE SOUTH 04°08'29" EAST

ALONG THE EAST LINE OF SAID LOT 149.93 FEET TO THE

SOUTHEAST CORNER OF SAID LOT 53; THENCE SOUTH

85°51'33" WEST ALONG THE SOUTH LINE OF LOTS 51

THROUGH 53 OF SAID PLAT 149.51 FEET TO THE POINT

OF BEGINNING; AND CONTAINING 0.51 ACRES OF

LAND.

SUBJECT TO EASEMENTS, RIGHT-OF-WAYS,

RESERVATIONS AND RESTRICTIONS OF RECORD.

LEGAL DESCRIPTION

SESC DTMB Permit01.04.2024

Torch Lake

Torch River

Torch Lake D r

W Torch River Rd

Cherry Ave. (593)

KdB

KdB Ta

Vault Toilet Permit01.04.2024

Bidding01.19.2024

TORCH LAKE

CHERRY AVENUE / 593

W . T

O R

C H

. TO

R C

K E D

EXISTING SPOT ELEVATION

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N 50' OF LOT 16 & 17

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OH UTIL

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AutoCAD SHX Text 9.12

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FIR

FIP

Checked: CD / CS

2021051

Approved: CS

Drawn: LD

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Boating Access Site Torch River Bridge

Milton Township, MI

MDNR

Environmental Services

Improvements

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

1" = 30'

C1.1

Demolition Project As-built -

REFERENCE ONLY

SESC DTMB Permit01.04.2024

Vault Toilet Permit01.04.2024

Bidding01.19.2024

TIL

OH UTIL

PPRO

X U

G G

A S

APPROX UG GAS

598599

595596

7 59

BAYSIDE

REAL

ESTATE

BAYSIDE

REAL

ESTATE

NORTHWIND

RESORT

JOHNNY'S TORCH

RIVIERA

GILL-ROY'S GOT-IT!

Checked: CD / CS

2021051

Approved: CS

Drawn: LD

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Boating Access Site Torch River Bridge

Milton Township, MI

MDNR

Environmental Services

Improvements

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

1" = 30'

MDTMB SOIL EROSION & SEDIMENTATION CONTROL NOTES

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET. SEQ.).

2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN CONSULTANT SHALL PREPARE AN SESC PLAN. THE SESC

PLAN SHALL ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATION.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN "SESC IMPLEMENTATION PLAN", WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF

THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.

4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE CONTRACTOR AN "AUTHORIZATION TO PROCEED WITH EARTH CHANGE", WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT FROM

THE COUNTY OR OTHER LOCAL ENFORCING AGENCY.

5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB'S SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, DATED FEBRUARY 2005, AND AS DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND / OR DMB PROJECT DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON

COMMENCEMENT TO EARTHWORK ACTIVITIES.

7. THE CONTRACTOR SHALL INSTALL TURBIDITY CURTAIN AS NEEDED BASED ON SITE CONDITIONS. TURBIDITY CURTAIN SHALL BE PLACED

AT THE PERIMETER OF THE EXISTING DOCK.

8. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING

WILL BE BASED ON SITE CONDITIONS.

9. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. DUST CONTROL SHOULD OCCUR ALONG

THE TRAIL AND PARKING AREA AS WELL AS ACCESS INTO THE SITE.

10. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES.

11. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT.,RECOMMENDED ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN

EVENTS.

12. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON

AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION.

13. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED.

.THERE WILL BE A $500/DAY FINE AND ASSESSMENT OF ACTUAL DAMAGE.

14. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO PREVENT SOIL EROSION AND SEDIMENTATION.

15. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE PROPERTY OWNER.

16. ALL WORK UNDER THIS CONTRACT MUST MEET THE STORM WATER MANAGEMENT REQUIREMENTS OF THE PROJECT AND COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL- 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.) AND SPECIFIC PROVISIONS AND REGULATIONS FOR SAME WITHIN THE CONTRACT DOCUMENTS. THE DEPARTMENT OF TRANSPORTATION, MANAGEMENT AND BUDGET, FACILITIES ADMINISTRATION, AND AUTHORIZED PUBLIC AGENCY (APA), HAS PROMULGATED STANDARD PROCEDURES AND SPECIFICATIONS FOR EROSION CONTROL THAT SHALL BE CONSIDERED A PART OF THE CONTRACT DOCUMENTS. SESC MEASURES WILL BE MONITORED AND ENFORCED BY FACILITIES ADMINISTRATION THROUGH THE REVIEW OF THE CONTRACTOR'S IMPLEMENTATION PLANS AND SITE INSPECTIONS. FACILITIES ADMINISTRATION OR THE PROFESSIONAL WILL NOTIFY THE CONTRACTOR IN WRITING OF ANY VIOLATION(S) OF THE APPLICABLE SESC STATUTES AND/OR THE CORRECTIVE ACTION(S) UNDERTAKEN BY THE OWNER AND MAY ISSUE STOP WORK ORDERS. FACILITIES ADMINISTRATION HAS THE RIGHT TO ASSESS A FINE TO THE CONTRACTOR FOR NONCOMPLIANCE WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS AND/OR SESC REGULATIONS APPLICABLE TO THIS WORK AND FINES SHALL BE IN ADDITION TO ANY OTHER REMEDIATION COSTS OR LIQUIDATED DAMAGES APPLICABLE TO THE

PROJECT AND MAY EXCEED THE VALUE OF THE CONTRACT.

17. PERIMETER EROSION CONTROL MEASURES SHOWN, SUCH AS SILT FENCE OR TURBIDITY CURTAIN, ARE SCHEMATIC. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS REQUIRED TO ENSURE PROPER SOIL EROSION AND SEDIMENTATION CONTROL OR AS DIRECTED BY

THE ENFORCING AGENCY THE TOTAL AREA OF DISTURBANCE IS 2.45 ACRES.

18. SOIL TYPE IS PER "EXPANDED BOATING ACCESS SITE AT THE TORCH RIVER BRIDGE - GEOTECHINCAL SUBSURFACE INVESTIGATION"

REPORT DATED OCTOBER 24, 2022, PREPARED BY TTL ASSOCIATES, INC.

LIMIT OF DISTURBANCE

SOIL EROSION & SEDIMENTATION CONTROL LEGEND

PROPOSED TREE PROTECTION FENCE

PROPOSED FILTER FABRIC FENCEFF

PROPOSED LIMIT OF DISTURBANCE

EXISTING PROPERTY LINE

FILTER FABRIC FENCE:

MDTMP SESC DETAILC7.0

PROPOSED TURBIDITY CURTAIN

Checked: CD / CS

2021051

Approved: CS

Drawn: LD

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Boating Access Site Torch River Bridge

Milton Township, MI

MDNR

Environmental Services

Improvements

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

EXISTING OHWM

OHWM (590.6)

TURBIDITY CURTAIN

C7.0

TREE PROTECTION

FENCE, TYPC7.0

C2.0

Soil Erosion & Sediment Control Plan

POTENTIAL DEWATERING AREA

POTENTIAL AREA TO

DEWATER, ASSOCIATED

WITH PR BOAT LAUNCH

4640 SF

CONTRACTOR SHALL DETERMINE MEANS AND METHODS

FOR WORK WITHIN AREAS SHOWN. FOR THE PURPOSE OF

JPA PERMIT, AREAS OF POTENTIAL DEWATERING ARE

SHOWN (LIMITED TO AREAS WHERE CONCRETE, STONE

ARE BEING ADDED)

INLET FILTER, TYP

C7.0

POTENTIAL COFFERDAM- 213 LINEAR FEET

SHOWN FOR REFERENCE ONLY.

CONTRACTOR SHALL SUBMIT ENGINEERED

SIGNED AND SEALED PLANS AND

SPECIFICATION IF USING COFFERDAM AS A

CONSTRUCTION MEANS AND METHODS

S51

S61

MTDMB DUST CONTROL KEY SYSTEM: FOR USE

ON CONSTRUCTION SITES, UNPAVED ROADS,

ETC. TO REDUCE DUST AND SEDIMENTATION

FROM WIND AND CONSTRUCTION ACTIVITIES,

IF NEEDED.

S51

S53

MTDMB SILT FENCE KEY SYSTEM: USE

ADJACENT TO CRITICAL AREAS, TO PREVENT

SEDIMENT LADEN SHEET FLOW FROM ENTERING

THESE AREAS.

MTDMB STABILIZED CONSTRUCTION ACCESS

KEY SYSTEM: USED AT EVERY POINT WHERE

CONSTRUCTION TRAFFIC ENTERS OR LEAVES A

CONSTRUCTION SITE. ALL CONSTRUCTION

ACCESS POINTS ARE NEW, IF NEEDED.

MDTMB SESC LEGEND

MTDMB PERMANENT SEEDING KEY SYSTEM:

STABILIZATION METHOD UTILIZED ON SITES

WHERE EARTH CHANGE HAS BEEN COMPLETED

(FINAL GRADING ATTAINED) (REFERENCE SHEET

l1.0 AND l1.1 LANDSCAPE PLANS FOR

PERMANENT SEEDING LOCATIONS.)

NOTE: SEE SPECIFICATIONS FOR WRITTEN DESCRIPTION

INSTALLATION AND MAINTENANCE.

S61

MTDMB TURBIDITY CURTAIN KEY SYSTEM: USE

DURING CONSTRUCTION ADJACENT TO A

WATER RESOURCE, TO CONTAIN SEDIMENT

WITHIN THE WORK AREA WHEN OTHER BMP'S

CANNOT BE USED.

4020100 60 FEET

Know what's below.

before you dig.Call

PROPOSED INLET FILTER / SEDIMENT TRAP

S53PROPOSED STABILIZED

CONSTRUCTION ACCESS

S61

S51

PROPOSED FILTER FABRIC FENCE IS

SHOWN OFFSET FROM LIMIT OF

DISTURBANCE FOR LEGIBILITY - IT SHALL

BE LOCATED JUST WITHIN THE

PROPERTY LINE

S53

STABILIZED

CONSTRUCTION

ACCESS

C7.1

STABILIZED

CONSTRUCTION

ACCESS

C7.1

SESC DTMB Permit01.04.2024

Bidding01.19.2024

TORCH LAKE

CHERRY AVENUE / 593

W . T

O R

C H

. T

O R

C H

L A

K E

D R

DEDUCT ALTERNATE NO. 1

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text W

TIL

OH UTIL

PPRO

X U

G G

A S

APPROX UG GAS

598599

595596

7 59

BAYSIDE

REAL

ESTATE

BAYSIDE

REAL

ESTATE

NORTHWIND

RESORT

JOHNNY'S TORCH

RIVIERA

GILL-ROY'S GOT-IT!

THE FOLLOWING SCHEDULE INDICATES SIGNS TO BE SALVAGED AND DELIVERED TO OWNER.

Checked: CD / CS

2021051

Approved: CS

Drawn: LD

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Boating Access Site Torch River Bridge

Milton Township, MI

MDNR

Environmental Services

Improvements

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

1" = 30'

1. CONTRACTOR SHALL CALL MISS DIG 811 A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND

RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY

ITEMS/MATERIALS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

4. CONTRACTOR TO RELOCATE TREE PROTECTION FENCE WITH LANDSCAPE ARCHITECT/ENGINEER'S APPROVAL IN ORDER TO

ACCOMPLISH WORK.

5. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING ITEMS TO REMAIN.

6. REMOVALS SHALL INCLUDE REMOVAL OF FOOTINGS, FOUNDATION WALLS, AND OTHER ASSOCIATED ELEMENTS TO A DEPTH OF 24 INCHES BELOW EXISTING GRADE. STRUCTURES DEEPER THAN 24 INCHES BELOW EXISTING GRADE MAY BE ABANDONED IN PLACE.

BOTTOM SLABS OF BASEMENTS, VAULTS, AND OTHER STRUCTURES THAT MAY HOLD WATER SHALL BE FRACTURED AND PERFORATED

PRIOR TO BACKFILL.

7. AGGREGATE AND GRANULAR BASE MATERIALS ASSOCIATED WITH DEMOLISHED ELEMENTS SHALL BE REMOVED TO A DEPTH OF 24

INCHES BELOW GRADE.

8. DEMOLITION DEBRIS SHALL BE SEPARATED INTO WASTE AND RECYCLE STREAMS. WASTE SHALL BE LEGALLY DISPOSED AND RECYCLE SHALL BE SOURCED TO APPLICABLE FACILITIES. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO OWNER. REFER TO PROJECT

SPECIFICATIONS.

9. ANY WATER USED DURING DEMOLITION (INCLUDING SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR

PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET VACUUM OR ABSORBENTS.

10. GOOD HOUSEKEEPING PRACTICES MUST BE EMPLOYED AT THIS JOBSITE. MINIMIZE DUST.

11. IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS ALL WORK IS TO STOP AND THE OWNER'S REPRESENTATIVE / PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR ARCHAEOLOGICAL MATERIALS ARE DEFINED AS:

ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTERY, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION; AND MORE MODERN ARTIFACTS, SUCH AS FORTS, RELICS AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL, AND EARLY STATEHOOD PERIODS.

12. EXISTING WATER WELL HAS BEEN PLUGGED AND ABANDONED IN ACCORDANCE WITH PERMIT STANDARDS OF THE MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY (EGLE) AND THE HEALTH DEPARTMENT OF NORTHWEST MICHIGAN.

CONTRACTOR SHALL SECURE NECESSARY PERMITS AND FILE REQUIRED ABANDONMENT RECORDS.\

13. CONTRACTOR SHALL COORDINATE DISCONNECT AND REMOVAL OF ALL PUBLIC AND FRANCHISE UTILITIES SERVING STRUCTURES TO BE DEMOLISHED. UTILITY SERVICES SHALL BE REMOVED IN ACCORDANCE WITH RESPECTIVE UTILITY AUTHORITY REQUIREMENTS.

LIMIT OF DISTURBANCE

DEMOLITION LEGEND

PROPOSED TREE PROTECTION FENCE

PROPOSED FILTER FABRIC FENCEFF

PROPOSED LIMIT OF DISTURBANCE LINE

REMOVE ITEM

PROTECT ITEMP

REMOVE

CONCRETE

EXISTING PROPERTY LINE

ABANDON ITEMA

ABANDONED WELL (PLUGGED)

CUT SHAFT AS NEEDED

R SEASONAL DOCK

(AREA BELOW EGLE OHWM -129 SF)

R BOAT LAUNCH

(SHADED AREA BELOW EGLE OHWM-162 SF)

R CLEAR AND GRUB WOODY VEGETATION, TYP

TURBIDITY CURTAIN

SAWCUT ASPHALT TO

ACCOMMODATE NEW

PAVEMENT

R TREE, TYP

ABANDONED MANHOLE

CUT STRUCTURE AS NEEDED

ABANDONED WELL (PLUGGED)

CUT SHAFT AS NEEDED

APPROXIMATE LOCATION

R CONCRETE GROIN

REMOVE TREE

REMOVE

ASPHALT

CLEAR & GRUB

REMOVE

GRAVEL

PROPOSED TURBIDITY CURTAIN

36" OAK (2) P

P4" MAPLE

Checked: CD / CS

2021051

Approved: CS

Drawn: LD

Issued forDates

Seal

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Boating Access Site Torch River Bridge

Milton Township, MI

MDNR

Environmental Services

Improvements

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

EXISTING OHWM

OHWM (590.6)

CONCRETE PAD EXISTS

APPROXIMATELY 4 FT BELOW

EXISTING GRADE WITHIN

FOOTPRINTS OF DEMOLISHED

BUILDINGS

REMOVE AS NEEDED TO ACHIEVE

PROPOSED GRADES AND

STORMWATER UTILITIES

CONCRETE PAD EXISTS APPROXIMATELY 4 FT

BELOW EXISTING GRADE WITHIN FOOTPRINTS OF

DEMOLISHED BUILDINGS

REMOVE AS NEEDED TO ACHIEVE PROPOSED

GRADES AND STORMWATER UTILITIES

R (3) TREES

DEMOLITION NOTES

EXISTING STONE WALL AND

WALKWAY REMOVAL DETAIL PLAN C7.0

R APPROX (16) CONC CURB STOPS

SIGN SALVAGE NOTES

C3.0

Demolition PlanS SIGN, TYP - SEE SIGN SALVAGE NOTES

WHITE LINE STRIPING R

UTILITY POLES (2) P

SAWCUT PAVEMENT

R GRAVEL PARKING LOT

R CONCRETE APRON

QUANTITY SIGN

1 TORCH RIVER BRIDGE TORCH LAKE ACCESS SITE

1 DANGER HIGH VOLTAGE OVERHEAD / CANOE

2 RECREATION PASSPORT REQUIRED FOR ENTRY

5 NO PARKING

BOATING INFORMATION (LARGE) / LOOK OUT FOR

LOONS

1 HELP PROTECT TORCH LAKE

TORCH LAKE BRIDGE DNR ACCESS (LARGE) 2-SIDED

OTHER SIDE GENERAL INFO

HELP STOP AQUATIC HITCHHIKERS/KNOW THE

DIFFERENCE

2 TORCH LAKE BRIDGE DNR ACCESS (VERTICAL)

1 IDLE SPEED ONLY ON RAMP

1 HANDICAP PARKING

1 STOP SIGN

FENCE REMOVAL

RSTRIPING

SALVAGE ITEMS

R CURB

REMOVE

CURB

XXXXXXXXXXXXXXX

C SALVAGE

SIGN

RGRAVEL PARKING LOT

Vault Toilet Permit01.04.2024

Bidding01.19.2024

TORCH LAKE

CHERRY AVENUE / 593

W . T

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L A

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PNEIGHBORING PROPERTY

P NEIGHBORING PROPERTY

PTREES TO REMAIN

DEMO STONE WALL

PROPOSED INLET FILTER / SEDIMENT TRAP

P STONE

WALL

P STONE WALL

R FENCE

DEDUCT ALTERNATE NO. 1

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text 586.47

AutoCAD SHX Text 587.05

AutoCAD SHX Text 586.10

AutoCAD SHX Text 585.68

AutoCAD SHX Text 585.38

AutoCAD SHX Text 585.48

AutoCAD SHX Text 586.10

AutoCAD SHX Text 585.05

AutoCAD SHX Text 584.94

AutoCAD SHX Text 585.74

AutoCAD SHX Text 586.37

AutoCAD SHX Text 586.03

AutoCAD SHX Text 586.90

AutoCAD SHX Text 587.64

AutoCAD SHX Text 586.40

AutoCAD SHX Text 585.86

AutoCAD SHX Text 585.62

AutoCAD SHX Text 585.56

AutoCAD SHX Text 586.27

AutoCAD SHX Text 585.97

AutoCAD SHX Text 586.70

AutoCAD SHX Text 587.28

AutoCAD SHX Text 587.52

AutoCAD SHX Text 588.53

AutoCAD SHX Text 588.36

AutoCAD SHX Text 587.42

AutoCAD SHX Text 587.20

AutoCAD SHX Text 587.56

AutoCAD SHX Text 586.75

AutoCAD SHX Text 585.81

AutoCAD SHX Text 585.41

AutoCAD SHX Text 585.26

AutoCAD SHX Text 585.87

AutoCAD SHX Text 584.95

AutoCAD SHX Text 585.77

AutoCAD SHX Text 588.11

AutoCAD SHX Text 586.49

AutoCAD SHX Text 586.32

AutoCAD SHX Text 585.67

AutoCAD SHX Text 587.30

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File details come from the government source that posted it. Updated Apr 3, 2024.