MDNR Torch River Bridge BAS Dwgs Vol 3.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 joint permit application for the Michigan Department of Natural Resources (MDNR) Boating Access Site Torch River Bridge Improvements project in Milton Township, Michigan. The project includes the construction of a concrete boat launch ramp, precast concrete planks, rubber belting ramps, gravel pads, concrete sidewalks, a vault toilet, and associated site work such as rip rap, erosion control, and landscaping. The application includes detailed construction drawings, specifications, and calculations for the proposed in-water and upland improvements.

The bidding for this project is scheduled to occur on January 19, 2024. The successful contractor will be responsible for constructing the improvements, with the MDNR providing the vault toilet building. The application indicates that the project will require permits from the Michigan Department of Environment, Great Lakes, and Energy (EGLE) for impacts to inland lake areas below the ordinary high water mark. The project is funded by the MDNR and will be completed within the jurisdictions of Antrim County.

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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 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 Dwgs Vol 1.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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2' -0

0" 2'

-0

1/ 4"

M A

3' -0

5'-0"

MIN

TYP

5'-0"

MIN

TYP

EXISTING GRADE

593.50

34'-0" BELOW OHWM26'-0" ABOVE O.H.W.M.

593.30 592.94

12" #4 STONE BALLAST BASE

PER MDOT RAILROAD SPECS

PRE-CAST CONCRETE PLANK

RELOCATED SKID

PIER BY OWNER

4'-0"

AT 5%

4'-0"

AT 9%

40'-0" SKID PIER

13% SLOPE

592.26 (OHWM + 20")

SKID PIER TRANSITION PLATE

BOTTOM OF RAMP

586.2 (OHWM - 4.4')

3RUBBER BELTING

RAM SET (PROP WASH

DEFLECTOR)

CONFORM TO EXISTING

DEPTH AT 586.18

OHWM (590.6)

RIP RAP

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'

Know what's below.

before you dig.Call

#5 RE-ROD CUT TO 17'-10" SPACED 23" O.C.

18'-0"

E C

O N

C . P

#5 R

E-

D C

U T

A C

1" O

4'-0" 2"

BAR #1

BAR #2

BAR #3

BAR #4

BAR #5

SECTION A-A

NOTES:

1. SURFACE FINISH OF PLANK TO BE 18" GROOVES, 12" ON

CENTER AND 18" TO 14" DEEP LENGTH WISE OF THE

PLANK MADE WITH A WIRE COMB TEXTURE BROOM

CONSISTING OF 18" SPRING STEEL TINE, 12" ON CENTER.

2. PROVIDE WIRE TIES AT ALL RE-ROD INTERSECTIONS.

NOT TO SCALE

Precast Concrete Plank

LIFTING HOLE, TYP.

NOTE: DIMENSIONS MAY ADJUST SLIGHTLY

DEPENDING ON MATERIAL SELECTED.

PLAN VIEW

ELEVATION VIEWSECTION VIEW

5" x 4' x 18' CONCRETE

PLANK

4 12" CEMENT ANCHOR &

4"x4" STEEL PLATE

18"x22'x3

4" RUBBER BELTING

5"x4'x18' CONCRETE PLANK

18"x22'x3

4" RUBBER BELTING

4"x4" STEEL PLATE & 4 12"

CEMENT ANCHOR

5" 1'

-1

1' -6

-0

2' -0

NOTES:

1. 22' RUBBER CONVEYOR BELT PER 18' PLANK (SINGLE

RAMP) WITH 2' WRAP AROUND ON EACH SIDE.

2. 21' AND 20' BELTING PIECES FOR MULTIPLE PLANKS

WITH 1' MIN. OVERLAP BETWEEN ADJOINING PLANKS.

3. PROVIDE NINE (9) 4"x4" STEEL PLATES (18" THICK PER

PLANK (7 ON FACE AND 1 ON EACH SIDE). DRILL 38"

HOLE FOR 4 12" CEMENT ANCHORS.

NOT TO SCALE

Rubber Belting Ram Set (Prop-Wash Deflector)

18"x 22'x 34" RUBBER BELTING

5"x4'x18' CONCRETE PLANK

4 12" CEMENT ANCHOR &

4"x 4" STEEL PLATE

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

NOT TO SCALE

Precast Concrete Plank Concrete Launch Ramp - Plan

C7.4

3RUBBER BELTING

RAM SET

C7.4

4PRECAST CONCRETE

PLANK, TYP

40' SKID PIER, PROVIDED BY

OWNER, TYP

SECTION A-A'

NOT TO SCALE

Section A-A' Precast Concrete Plank Concrete Launch Ramp

A-A'

C7.4

Site Details (5)

RIP RAP, TYP

12" DEPTH #4 STONE BALLAST

BASE PER MDOT RAILROAD

SPECS

15 8"

2" 11" 11" 11" 11"

#5 RE-ROD 3'-10" LONG @ 23" O.C.

OPEN LIFTING HOLE - 4 1/2" LENGTH

OF 4" SCH 40 PVC PIPE CENTERED

ON #2 AND #4 LONG BAR

#5 RE-ROD 17'-10" LONG @ 11" O.C.

(#2 & #4 BARS ON TOP)

Bidding01.19.2024

PROPOSED OHWM

RCH

L SW

C H

E D R

E (66')

O H

TIL

PPRO

X U

G G

A S

598599

5 592

BAYSIDE

REAL

ESTATE

NORTHWIND

RESORT

STR

192.22' (DISTANCE FROM PROPERTY LINE / ROAD ROW)

187.25' (DISTANCE FROM PROPERTY LINE / ROAD ROW)

17.50'

38.90'

29.67'

6.74'

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'

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

Know what's below.

before you dig.Call

NO SCALE

Vault Toilet Details

NOTE:

CONTRACTOR SHALL SUPPLY AND INSTALL VAULT AND VAULT LID IN

PREPARATION FOR DNR TO SUPPLY AND INSTALL TOILET BUILDING. CONTRACTOR

SHALL COORDINATE WITH DNR INSTALLATION OF TOILET BUILDING PRIOR TO

CONTRACTOR'S INSTALLATION OF SURROUNDING CONCRETE SIDEWALK.

NO SCALE

Health Dpt of NW MI: Vault Toilet Permit Plan (reference only)

VAULT TOILET, TYP

C7.5

4020100 60 FEET

Know what's below.

before you dig.Call

C7.5

Site Details (6)

50 FT OFFSET FROM PR OHWM

Vault Toilet Permit01.04.2024

Bidding01.19.2024

AutoCAD SHX Text

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

C7.6

1" = 30'

Site Details (7)

NOT TO SCALE

Erosion Control Blanket - On Slope

1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL BLANKET.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE EROSION CONTROL BLANKET IN A 6" DEEP x 6" WIDE TRENCH WITH APPROXIMATELY 12" OF EROSION CONTROL BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE EROSION CONTROL BLANKET WITH STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAKING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF EROSION CONTROL BLANKET BACK OVER SEED AND COMPACT SOIL. SECURE EROSION CONTROL BLANKET OVER COMPACTED SOIL WITH A ROW OF STAKES SPACED APPROXIMATELY 12" APART ACROSS THE

WIDTH OF THE EROSION CONTROL BLANKET.

3. ROLL THE EROSION CONTROL BLANKET DOWN THE SLOPE. EROSION CONTROL BLANKET WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL EROSION CONTROL BLANKETS SHALL BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAKE PATTERN GUIDE. WHEN USING THE DOT SYSTEM THE STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAKE PATTERN.

4. THE EDGES OF PARALLEL EROSION CONTROL BLANKETS SHALL BE STAKED WITH APPROXIMATELY 6" OVERLAP.

5. CONSECUTIVE EROSION CONTROL BLANKETS SPLICED DOWN THROUGH THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP.

STAKE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE EROSION CONTROL BLANKET WIDTH.

6. IN LOOSE SOIL CONDITIONS, THE USE OF STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE EROSION CONTROL BLANKET.

12"

Bidding01.19.2024

NOTES

NO SCALE

Project Construction Sign (1 required)

SIGN SURFACE SHALL BE VINYL

MOUNTED ON BACKING OF

4"EXTERIOR GRADE PLYWOOD.

THE SIGN'S VINYL SURFACE SHALL

INCLUDE A BACKGROUND COLOR

OF PANTONE 1665 U WITH THE

TEXT AND LOGOS TO BE WHITE

(MICHIGAN STATE WATERWAYS

COMMISION TO BE IN BLACK AND

WHITE TEXT).

6'-0"

3' -0

1'-0"

4' -0

4X4 PRESSURE TREATED POSTS

TOP EDGE

OF SIGN

FLUSH

WITH TOP

OF POSTS

1. CONTRACTOR SHALL PROVIDE

SHOP DRAWING FOR FINAL

APPROVAL ON TEXT, TEXT SIZES,

AND SIGN LAYOUT.

2. PERMIT, IF REQUIRED, SHALL BE

SECURED AND PAID FOR BY

CONTRACTOR.

3. SIGN LOCATION TO BE

COORDINATED BETWEEN OWNER

AND CONTRACTOR.

SCALE: 1/4" = 1'

Coir Log

EGLE OHWM = 590.60

PROPOSED GRADE

EXISTING GRADE

C7.6

1EROSION CONTROL

BLANKET - ON SLOPE BIODEGRADABLE STAKE - 6 FT

ON-CENTER

SECURE MIN 12" INTO IN SITU SOILS

12" DIA COIR LOG , TRENCHED IN 3"

DEEP - LOCATE JUST UPWARD OF

PROPOSED OHWM

Quality Unit Detail

NO SCALE

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'

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

NO SCALE

Trench Detail

UNDER LAWN

EXISTING SUBGRADE

PIPE AS SPECIFIED

COMPACTED GRANULAR

MATERIAL AS SPECIFIED:

4" MIN. BELOW PIPE

6" MIN. SIDES AND TOP

COMPACTED BACKFILL AS

SPECIFIED

UNDER WALKS AND

PAVEMENT ZONE OF

INFLUENCE

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

2' Diameter Inlet

4" MIN.

6" M

FRAME AND COVER AS

SPECIFIED; SET IN 1" MORTAR

PRECAST CONCRETE ADJ.

RINGS OR BRICK

PRECAST CONCRETE MANHOLE

SECTION OR 6" CONCRETE

BLOCK AS SPECIFIED

MIN. 10' LENGTHS OF 6"

WRAPPED SUBDRAIN PIPE

UNDER PAVEMENT; NOT REQ'D

UNDER LAWN

PRECAST OR POURED-IN-PLACE

CONCRETE BASE AS SPECIFIED

COMPACTED GRANULAR

MATERIAL AS SPECIFIED, MIN. 4"

UNDISTURBED SUBGRADE

2'-0" DIA.

LONGITUDINAL SECTION

NOT TO SCALE

End Section Rip-Rap

SECTION A-A

*PLAIN RIP-RAP, MIN DIMENSION 8"

FILTER FABRIC

TWO (2) #4 REBAR

5'-0"

2'-0"

SHALL BE LOCAL NATURAL

*HEAVY RIP-RAP, 12" MIN.

FILTER FABRIC

METAL GRATE

STONE ONLY

C7.7

Utility Details

2'-0"

PIPE I.D.

SESC DTMB Permit01.04.2024

Bidding01.19.2024

GRATED INLET ONLY (NO INLET PIPE)

594.85 593.20

590.75 590.70

4.1 FEET

QU 1 QU 2

*NOTE: RIM ELEVATION IS BOTTOM OF

CURB AT EDGE OF METAL

INLET PIPE A

OUTLET

INLET PIPE B

RIM*

590.70

RIM TO INV

2.5 FEET

(MIN)

590.75

STORMWATER QUALITY UNIT SCHEDULE

SEE SCHEDULE

AutoCAD SHX Text S

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

AutoCAD SHX Text A

PROPOSED GRADE

EXISTING GRADE

SKID PIER, TYP

SECTION E-E'

SECTION D-D'

SECTION C-C'

SECTION B-B'

EGLE OHWM = 590.60

CANAL AND MAINTENANCE DREDGE AREA

PROPOSED GRADE

EXISTING GRADE

EGLE OHWM = 590.60

CANAL AND MAINTENANCE DREDGE AREA

PROPOSED GRADE

EXISTING GRADE

EGLE OHWM = 590.60

PROPOSED GRADE

EXISTING GRADE

EGLE OHWM = 590.60

CANAL AND MAINTENANCE DREDGE AREA

12"#4 STONE BASE PER MDOT

RAILROAD SPECS

PRE-CAST CONCRETE PLANK

SKID PIER, TYP

12" #4 STONE BASE PER MDOT

RAILROAD SPECS

PRE-CAST CONCRETE PLANK

12" #4 STONE BASE PER MDOT

RAILROAD SPECS

PRE-CAST CONCRETE PLANK

RIP RAP, TYP

WN LA

RCH

OH UTIL

589590591

5 592

BAYSIDE

REAL

ESTATE

STR

102.08'

133.41'

40.17'

60.00'

40.00'

5.00'

B- B' C

-C ' D -D

' E- E'

A-A'

F- F'

G-G'

37.01'

7.99'

20.99' 40.87'

69.71'

60.00'

30.93'

J-J'

17.50'

38.90'

29.67'

6.74'

EGLE OHWM = 590.60

C7.2

1GRAVEL PAD

(KAYAK LAUNCH)

C7.1

1CONCRETE SIDEWALK

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

C7.6

2COIR LOG

C7.6

1EROSION CONTROL

BLANKET - ON SLOPE

C7.6

2COIR LOG

C7.6

1EROSION CONTROL

BLANKET - ON SLOPE

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'

TURBIDITY CURTAIN, TYP

LIMIT OF DISTURBANCE, TYP

PR OHWM (590.6)

PROPERTY LINE, TYP

1" = 30'

JPA Permit - Inland Lake Impacts

ACTIVITY LANDWARD OF

EGLE OHWM)

ACTIVITY WATERWARD OF

EGLE OHWM)

PLAN LEGEND

TORCH LAKE

SECTION LEGEND

PROPOSED GRADE

EXISTING GRADE

PROPOSED FILL

BELOW THE OHWM

PROPOSED DREDGE

BELOW THE OHWM

SECTION F-F'

Boat Launch Dredge/Fill - Average End Area Calculations

Net Fill Net Dredge Net Volume

Section 1 to Section 2 Names

Fill Area of Section 1

(A1)

Net Area of

Section 2 (A2)

Distance Between Sections

(L)

Average Fill

Volume in CF

((A1+A2) *L)/2

Fill Volume in CY

Dredge Area of

Section 1 (A1)

Dredge Area of

Section 2 (A2)

Distance Between Sections

(L)

Average Dredge Volume in CF

((A1+A2) *L)/2

Dredge Volume in CY

Net Area of

Section 1 (A1)

Net Area of

Section 2 (A2)

Distance Between Sections

(L)

Average Volume in CF

((A1+A2) *L)/2

Volume in CY

B-B' to C-C' 3 54 25 710 26 0 47 25 587.5 22 3.1 6.7 25 122.5 5

C-C' to D-D' 54 67 25 1502.5 56 47 68 25 1431.25 53 6.7 -1 25 71.25 3

D-D' to E-E' 67 0 25 831.25 31 68 18 25 1068.75 40 -1 -18 25 -237.5 -9

Total Fill 113 Total Dredge

114 Total Net (Negative number represents a net dredge)

-2

Dredge and Fill Below EGLE OHWM - Section Calculations

Section Fill Area

(SF)

Dredge

Area (SF)

Net Fill-Dredg e Area

Section Width

Fill Volume

(CY)

Dredge Volume

(CY)

Net Volume (Net Fill-Dredge Area x

Section Width) (CY)

F-F' (Water's Edge Slope) 8 0 8 80 23 0 23

G-G' (Carry-down Launch) 6 0 6 20 5 0 5

J-J' Existing Retaining Wall and Walkway 8 1 8 58 17 1 16

EX OHWM (590.6)

CANAL AND MAINTENANCE DREDGE AREA (0.08 ACRES)

TEMPORARY IMPACTS BELOW EGLE OHWM (0.11 ACRES)

PERMANENT IMPACTS BELOW EGLE OHWM (0.14 ACRES)

Proposed Boat Launch Cross Sections and Cut/Dredge Calculations

HORIZONTAL SCALE:1/8"=1'-0, VERTICAL SCALE:1/16"=1'-0

SECTION G-G'

Proposed Cross Sections and Cut/Dredge Calculations

SCALE:1/8"=1'-0

C7.4

C7.8

EGLE PLan & Cross Sections-Inland Lake Impacts - REFERENCE ONLY

C7.0

6EXISTING RETAINING WALL AND

WALKWAY REMOVAL SECTION

Boat Launch Fill - by Material ( Below the Existing

OHWM )

Section Fill Area

(SF)

Depth

(FT)

Fill Volume

(CY)

Pre-Cast Concrete Plank 1387 0.4 21

Gravel (#4 Stone) 1387 1.0

234 1.4

Rip Rap 376 1.4 20

Dredge/Fill Volume Summary Table (CY) *

Activity Fill (CY) Dredge (CY) Net (CY)

Boat Launch (Section B-B' to E-E') 113 114 -2

Water's Edge Slope (Section F-F') 23 0 23

Carry-down Launch (Section G-G') 5 0 5

Existing Retaining Wall and Walkway (J-J' ) 17 1 16

* negative number is a net dredge

SEE BOAT LAUNCH FILL - BY MATERIAL TABLE

PROPOSED DREDGE

THEN BACKFILL WITH

DIFFERENT MATERIAL

BELOW THE OHWM

Boat Launch Dredge/Fill Section Calculations

Section Fill Area

(SF)

Dredge Area (SF)

Net Fill-Dredg e Area

(SF)*

B-B' 3.1 0.0 3.1

C-C' 53.7 47.0 6.7

D-D' 66.5 67.5 -1

E-E' 0.0 18.0 -18

* negative number is a net dredge

Values from Plan View on Detail 1 / C7.9

NOTE:

THIS SHEET IS PROVIDED FOR REFERENCE ONLY. CONTRACTOR

SHALL NOT RELY ON MEASUREMENTS AND VOLUMES SHOWN.

CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN MEASUREMENTS

AND QUANTITIES. IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON

THE PLANS, CONTRACTOR SHALL BRING TO THE IMMEDIATE

ATTENTION OF LANDSCAPE ARCHITECT/ENGINEER, PRIOR TO START

OF WORK.

Bidding01.19.2024

AutoCAD SHX Text

WN LA

RCH

OH UTIL

589590591

595596

5 592

BAYSIDE

REAL

ESTATE

STR

21.15' 9.

H-H'

G-G'

I-I

17.50'

38.90'

29.67'

6.74'

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

C7.9

1" = 30'

Know what's below.

before you dig.Call

TURBIDITY CURTAIN, TYP

LIMIT OF DISTURBANCE, TYP

PR OHWM EGLE (590.6)

PROPERTY LINE, TYP

SECTION LEGEND

PROPOSED GRADE

EXISTING GRADE

EX OHWM EGLE

JPA Permit - Inland Lake Impacts

NO SCALE

CENTERLINE OF SIDEWALK

TOTAL LENGTH: 331 FT

WIDTH: 6 FT

PR OHWM EGLE (590.6)

C7.1

1CONCRETE SIDEWALK

C7.1

4STANDARD CURB &

GUTTER / MDOT F4

3:1 SLOPE MAX

WIDTH

VARIES WIDTH VARIES

6 FT TYP

Typical Sidewalk Along Shoreline

NO SCALE

Typical Sidewalk Down to OHWM

NO SCALE

C7.7

2PROPOSED CROSS SECTIONS AND

CUT/DREDGE CALCULATIONS

1TYPICAL SIDEWALK

ALONG SHORELINE

EGLE PLan & Cross Sections-Inland Lake Impacts - REFERENCE ONLY

C7.1

1CONCRETE SIDEWALK

SECTION H-H'

SECTION I-I'

2TYPICAL SIDEWALK

DOWN TO OHWM

FES 1 BELOW OHWM:

STRUCTURE BELOW OHWM:9 SF

RIP RAP BELOW OHWM:48 SF

FES 2 BELOW EXISTING OHWM:

STRUCTURE: 6 SF

RIP RAP: 46 SF

#4 STONE BELOW OHWM:

1387 SF AT 12" DEEP

234 SF AT 17" DEEP

CONCRETE PLANKS BELOW OHWM:

1387 SF AT 5" DEEP

RIPRAP BELOW OHWM:

376 SF AT 17" DEEP

NOTE:

THIS SHEET IS PROVIDED FOR REFERENCE ONLY. CONTRACTOR

SHALL NOT RELY ON MEASUREMENTS AND VOLUMES SHOWN.

CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN MEASUREMENTS

AND QUANTITIES. IF CONDITIONS DIFFER FROM WHAT IS SHOWN ON

THE PLANS, CONTRACTOR SHALL BRING TO THE IMMEDIATE

ATTENTION OF LANDSCAPE ARCHITECT/ENGINEER, PRIOR TO START

OF WORK.

Bidding01.19.2024

AutoCAD SHX Text

O H

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

STR

GILL-ROY'S GOT-IT!

1. TOPSOIL (4") AND SEED ALL DISTURBED AREAS WITH SEED OR SEED/PLUG MIX INDICATED..

2. ALL IMPORTED TOPSOIL SHALL BE SCREENED AND BE APPROVED BY LANDSCAPE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.

PROVIDE CERTIFICATION FOR ALL IMPORTED TOPSOIL.

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'

LANDSCAPE LEGEND

PROPOSED DECIDUOUS TREE

PROPOSED DRY MEADOW SEED MIX

LANDSCAPE NOTES

L1.0

Landscape Plan

PROPOSED WET MEADOW SEED / PLUG MIX

PROPOSED LAWN SEED MIX

Symbol Botanical Name Common Name Quantity Size Root BENI Betula nigra River Birch 3 2.5" caliper B&B GLTR Gleditsia tricanthos var. inermis Honey Locust 8 3" caliper B&B LITU Liriodendron tulipifera Tulip Tree 11 3" caliper B&B NYSY Nyssa sylvatica Black Gum 3 2.5" caliper B&B OSVI Ostrya virginiana Ironwood 5 2.5" caliper B&B TADI Taxodium distichum Bald Cypress 1 2.5" caliper B&B

PLANT SCHEDULE

GLTR (2)

NYSY (3)

GLTR (2)

OSVI (4)

GLTR (3)

LITU (3)

OSVI (1)

GLTR (1)

LITU (4)

BENI (3)

TADI (1)

TORCH LAKE

CHERRY AVENUE / 593

W . T

O R

C H

. T

O R

C H

L A

K E

D R

Bidding01.19.2024

DEDUCT ALTERNATE NO. 1

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

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'

L2.0

Landscape Details

NO SCALE

Large Deciduous Tree Planting

12"

60°

(3" OR LARGER)

TREE SHALL BE PLANTED

2-4" HIGHER THAN

FINISH GRADE BASED ON

FIELD CONFIRMATION

OF PERCOLATION

1/2" DIA. BLACK RUBBER

HOSE WITH GREY CABLE

(3 PER TREE SPACED

AT 120 ), 11 GA. GALV.

WIRE AND GALV. TURNBUCKLES

4" SHREDDED BARK MULCH

REMOVE BURLAP, TWINE AND

CHOKER ROPE FROM TOP 1/3

OF BALL. TOP OF WIRE CAGE TO

BE CUT AND REMOVED

PLANTING MIXTURE

3" TOPSOIL SAUCER/

SHOVEL CUT EDGE

FINISH GRADE-SLOPE

AWAY FROM TREE

2x2x30" HARDWOOD STAKES

SET 24" BELOW FINISH GRADE

UNDISTURBED SOIL OR 4"

COMPACTED SUBGRADE

SCARIFY BOTTOM OF PIT TO

4" DEPTH AND RECOMPACT.

SCARIFY WALLS OF PIT

TREE WRAP

GUY WIRE FLAG

DO NOT CUT

LEADER

NO SCALE

Small Deciduous Tree Planting

DO NOT CUT CENTRAL LEADER

1/2" BLACK 2 PLY REINFORCED

RUBBER HOSE

12 GA. GALV. GUY WIRE

3" GALV. TURNBUCKLE

(2) 12 GA. GALV. GUY WIRES

(TURNBUCKLE TO EACH END OF BOLT

WOOD STAKES - 2" x 2"

HARDWOOD, EQUALLY SPACED, 2

PER TREE.

SET AND MAINTAIN TOP OF ROOT

BALL 2" ABOVE FINISH GRADE

3" SHREDDED BARK MULCH (SEE SPEC'S)

SHOVEL CUT EDGE

ROOT BALL, REMOVE CAGE, BURLAP

& ROPE FROM TOP OF BALL

PLANTING SOIL MIX (SEE

SPECIFICATION)

SCARIFY WALL OF PLANTING PIT

SET BALL ON UNDISTURBED SOIL

OR ON 8" COMPACTED BASE (EX.

SOIL), COMPACT IN 4" LIFTS.

EXISTING SUB GRADE

FINISH GRADE

SEE PLANS5'

-0

3' -0

12" 12"

3" V

B A

(SMALLER THAN 3")

Plant Spacing

NO SCALE

D = DIMENSION OF PLANT SPACING (SHRUB, GROUNDCOVER OR PERENNIAL)

AS INDICATED ON PLANS AND PLANT LIST

WALL, SIDEWALK OR EDGE OF BED

2/3 D

D D

VARIES

PLANTING MIXTURE AS

SPECIFIED

SET PLANTS WITH ROOTS

COMPLETELY IN PLANTING SOIL

2" DEPTH

PROCESSED MULCH

Plug Planting

Tree Guying

D O

W N

120°

GALV. TURNBUCKLE (3 PER TREE)

11 GA GALVANIZED GUYING WIRE

1/2" DIA. BLACK RUBBER HOSE

2" o

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