MDNR Torch River Bridge BAS Dwgs Vol 2.pdf

PDF 3 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 contains plans and specifications for the Torch River Bridge Boating Access Site Improvements project, which is being undertaken by the Michigan Department of Natural Resources (MDNR) in Milton Township, Antrim County, Michigan. The project involves demolition, site work, and construction of new concrete pavement, curbs, sidewalks, kayak launch, and related infrastructure at the existing boating access site. The plans indicate that the project will be bid in January 2024, with construction expected to begin in May 2024 and be completed by September 2024. The bid attachments must be uploaded to the SIGMA VSS system, and bidders are encouraged to submit any questions via email to the MDNR representative by February 5, 2024.

The project appears to be funded by MDNR, with no mention of specific budget amounts or funding sources. Contractors will be required to adhere to MDTMB soil erosion and sedimentation control requirements, and prevailing wage rates will apply. The contract will be awarded to the responsive and responsible bidder, but there is no indication of incumbent contractors or set-asides for specific business categories.

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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 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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TIE

WN LA

BAYSIDE

REAL

ESTATE

BAYSIDE

REAL

ESTATE

NORTHWIND

RESORT

JOHNNY'S TORCH

RIVIERA

GILL-ROY'S GOT-IT!

R15'

R30'

R3'

R8'

R3 0'

R25'

BEGIN WALL - RUN PARALLEL

WITH PROPERTY LINE UNTIL

INTERSECTION WITH EX WALL

R48'

R50' R48'

R25'

9.00'TYP

R5'

R2 5'

R3'

P 8.

10.00'TYP

12.00' 12.00'

9.76'

6.00' MIN,

TYP

6.00' MIN,

TYP

12.00'

TYP

36.00' 20.00'

36.00'

49.36'

R30' R5'

R3 0'

R15'

R25'

R2 5'

R10'

R2 2'

, T

Y P

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF MATERIAL UNLESS OTHERWISE NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING LINE FROM WHICH THEY ARE DIMENSIONED UNLESS

OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED TO OWNER'S REPRESENTATIVE.

6. NORTHINGS AND EASTINGS ON THE PLAN HAVE BEEN TRUNCATED BY THE FOLLOWING: NORTHINGS: 560,000; EASTINGS: 19,435,000

CONSTRUCTION SEQUENCING NOTES

1. BOAT LAUNCH AND ALL WORK ASSOCIATED WITH IT SHALL BE INSTALLED PRIOR TO BEGINNING ASPHALT WORK.

2. EXISTING LAUNCH AND DRIVEWAY TO REMAIN OPEN THROUGH FOURTH OF JULY WEEKEND, 2024.

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'

PROPOSED S.D. CONCRETE PAVEMENT

EXISTING BUILDING / STRUCTURE

PROPOSED H.D. CONCRETE PAVEMENT

PROPOSED CONCRETE CURB & GUTTER

CONTROL JOINT

EXPANSION JOINT

CONTROL JOINT

EXPANSION JOINT

PRECAST CONCRETE

PLANK LAUNCH RAMP

STANDARD CURB &

GUTTER / MDOT F4

C7.2

2CARRY-DOWN

LAUNCH

C7.1

4 PAVEMENT MARKING

LETTERS & ARROWS, TYP

C7.1

2 HMA PAVEMENT

C7.4

C7.1

1 S.D. CONCRETE

PAVEMENT, TYP

LAYOUT & MATERIALS LEGEND

C7.2

1SIDEWALK BARRIER

FREE RAMP - TYPE P

C7.3

2BARRIER FREE PARKING

STALL STRIPING, TYP

SIDEWALK BARRIER

FREE RAMP - TYPE PC5.2

C7.3

5 CROSSWALK STRIPING,

TYP

EXISTING PROPERTY LINE

EXISTING ORDINARY HIGH WATER MARK (590.6)

HEAVY DUTY

CONCRETE PAVEMENT C7.1

C7.2

5CARSONITE PARKING

SPACE MARKER, TYP

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

PROPOSED OHWM (590.6)

PROPOSED HMA PAVEMENT

LAYOUT & MATERIALS NOTES

PROPOSED ORDINARY HIGH WATER MARK (590.6)

EXISTING OHWM (590.6)

PR 12-15" RIP RAP, TYP

A-A'

PRECAST CONCRETE PLANK

CONCRETE LAUNCH RAMP C7.4

C4.0

Layout & Materials Plan

RIP RAP

AS NEEDED TO PROTECT SEAWALL &

CONCRETE WALKWAY

400# TO 600# ROCK 12" TO 14"

THICKNESS

(52 LINEAR FEET MAX x 13 LF)

C7.0 6C7.3

1 ANGLED PARKING SPACE

STRIPING, TYP

C7.2

4 SECTION AT NORTH

PROPERTY LINE

C7.6

1EROSION CONTROL

BLANKET - ON SLOPE TYP

C7.6

2COIR LOG, TYP

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

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

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

DETECTABLE WARNING

SURFACE

24" ACROSS FULL WIDTH

OF WALK PER MDOT

DETAIL RO-28-K, TYP

PROPOSED REGULATORY SIGNAGE

SIDEWALK BARRIER

FREE RAMP - TYPE RF C7.2

VAULT TOILET, TYP

C7.5

SIDEWALK BARRIER

FREE RAMP - TYPE P C7.2

FENCE - 4' TALL TO WEST OF MIDDLE

STEP IN UNIT RETAINING WALL, 6'

TALL TO EAST

UNIT RETAINING WALL

PROPOSED LIMIT OF DISTURBANCE LINE

STRIPING

PROPOSED CURB TAPER

X X

PROPOSED UNIT RETAINING WALL

PROPOSED FENCE

NO TRAILERS

BEYOND THIS POINT

ADDITIONAL PARKING ACROSS THE

STREET

C7.2

4GRAVEL PARKING SPACE

STRIPING, TYP

C7.1

3EXISTING GRAVEL PAVING

MAINTENANCE OVERLAY

PROPOSED EXISTING GRAVEL PAVING

MAINTENANCE OVERLAY

12" DEPTH #4 STONE BASE PER

MDOT RAILROAD SPECS

C7.3

6BUMPER BLOCK, TYP

PROPOSED BUMPER BLOCK

PROPOSED CARSONITE PARKING SPACE

MARKER

SESC DTMB Permit01.04.2024

Vault Toilet 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

PROPOSED RIP RAP

(ADA

W/ VAN)

R8-3a

ADA W/ VAN

R6-1(L)

ADA

(R8-3a)

R6-1 (R) R5-1

R6-1 (L&R) R5-1

R6-1 (L&R)

R1-1

R6-1 (L&R) R5-1 R1-1

R6-1 (L&R)

DETECTABLE WARNING SURFACE

24" ACROSS FULL WIDTH OF WALK PER MDOT

DETAIL RO-28-K, TYP

DETECTABLE WARNINGS

C7.2

1 SIDEWALK BARRIER

FREE RAMP - TYPE D

C7.2

1 SIDEWALK BARRIER

FREE RAMP - TYPE P

DEDUCT ALTERNATE NO. 1

AutoCAD SHX Text

AutoCAD SHX Text X

TIE

WN LA

O H

TIL

OH UTIL

PPRO

X U

G G

A S

APPROX UG GAS

589590591

96.83 TC

96.44. BC

97.75 TW

97.60 BW

98.69 TC

98.30 BC

598599

97.99 TC

97.60 BC

96.25 TW

94.65 BW

96.90 TC

96.51 BC

94.03 TC

93.64 BC

98.01 TC

97.40 BC

2% SWALE

(92.5)

94.26 94.13

94.10

92.8

94.00

97.14 TC

96.75 BC

95.79 TC

95.40 BC

94.57 TC

94.18 BC

96.01 TC

96.40 BC

97.39 TC

97.00 BC

94.75 TC

94.14 BC

94.29 TC

93.90 BC

93.66 TC

93.05 BC

94.10

94.16 TC

93.57 BC

94.28 TC

93.67 BC

95.5

94.16 TC

93.55 BC

94.01 TC

94.40 BC

95.11 TC

94.50 BC

+91.38

91.23

@ OHWM

595596

5 +

4.8%

92.9

BERM

95.71 TC

95.10 BC

94.51 TC

93.90 BC

BERM

97.01 TC

96.51 BC

+94.26 TC

93.65 BC

FLU

C U

INV: 90.60

(TW: 95.0)

1:4 MAX 60

601.3

BERM

1.8%

98.41 TC

97.80 BC

97.02 TC

96.63 BC

96.70 1.5%

97.097.18

97.3 97.15

1.5%

1:5

601.00 HP

98?

90.60

AGG. LANDING

93.99

94.21

95.39 TC

95.00 BC

96.07 TC

95.68 BC

95.81 TC

95.42 BC

EX. WALL

(BW: 92.5)

RE 94.90

97.61 TC

97.22 BC

97.06 TC

97.45 BC

1:3

94.99 TC

93.60 RE

594+

97.75 TW

94.70 BW

94.75 TW

93.30 BW

96.25 TW

93.25 BW

94.75 TW

93.40 BW

95.56 TC

95.10 RE 44.69

97.8 1.6%

96.84

95.64 TC

95.25 BC

97.97TC

97.36BC

+94.18

93.98 TC

93.37 BC

94.10 TC

93.64 BC

93.72

94.99

94.90

95.49

95.40 94.35

BAYSIDE

REAL

ESTATE

BAYSIDE

REAL

ESTATE

NORTHWIND

RESORT

JOHNNY'S TORCH

RIVIERA

FIELD APPROVE

98.07+

2.3%

95.84 TC

95.45 BC

WALK GRADES

1.8% MAX

94.98 TC

94.59 BC

93.42

95.14 TC

94.53 BC

INV: 92.50

GILL-ROY'S GOT-IT!

+93.56

93.66 TC

93.20 RE

1.1%

1.5%

1.4%

96.02 TC

95.41 BC

1.8%

FFE

96.10

MAX

95.64 TC

95.25 BC

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ALL WORK TO BE COMPLETED IN CONFORMANCE WITH CURRENT ADA

STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES. HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY.

ADJUST RIM ELEVATIONS OF ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. ADJUST RIM ELEVATIONS OF ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT.

4. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT/ENGINEER FOR RESOLUTION.

5. CONTRACTOR SHALL CONFIRM ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION. WORK COMPLETED WITHOUT

APPROVAL MAY BE REJECTED.

6. NO CHANGES IN CONTRACT PRICE WILL BE AWARDED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES AND MOVED ON TO THE SITE.

7. ALL PROPOSED GRADES ARE TO MEET AND BLEND WITH EXISTING GRADES.

8. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL CONSTRUCTION

DEBRIS AND LITTER CAUSED BY HIS OPERATIONS.

9. CONTRACTOR IS RESPONSIBLE FOR RESOLVING ANY DRAINAGE PROBLEMS , WHICH ARE A RESULT OF THE CONTRACTOR'S ACTIVITIES.

10. EXISTING TREES TO REMAIN SHALL BE PROTECTED. EXTREME CARE SHOULD BE TAKEN TO AVOID DISRUPTION OF ROOTS. ALL GRADING BENEATH TREE CANOPY SHALL BE DONE BY HAND. NO HEAVY EQUIPMENT IS ALLOWED BENEATH TREE CANOPY.

11. WORK WITHIN EXISTING WETLANDS SHALL BE KEPT TO A MINIMUM AS DEPICTED IN THESE PLANS AND AS REQUIRED BY THE MDEQ

AND USACE PERMITS.

12. WATER'S EDGE IS SHOWN AT SURVEY 589.7, SURVEY DATE 9/28/21. THE ORDINARY HIGH WATER LEVEL IS 590.6.

13. SEE UTILITY PLAN FOR INVERT AND RIM ELEVATIONS.

1. SITE PLAN AND CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE TERMS OF THE ANTRIM COUNTY SOIL EROSION AND

SEDIMENTATION CONTROL ORDINANCE.

2. ENGINEERING DESIGN GUIDELINES FOR SOIL EROSION & SEDIMENT CONTROL AND STORMWATER MANAGEMENT FACILITIES SHALL FOLLOW BEST MANAGEMENT PRACTICES AS IDENTIFIED BY THE SOIL EROSION CONTROL OFFICER, THE ANTRIM CONSERVATION DISTRICT, AND/OR THE APPROPRIATE STATE OF MICHIGAN AGENCY. THE DESIGN PROFESSIONAL SHALL SUBMIT STORMWATER

CALCULATION TO COUNTY PERSONNEL FOR REVIEW AND APPROVAL.

3. SEE THE MDTMB SOIL EROSION AND SEDIMENTATION CONTROL NOTES, SHEET C2.0 FOR PERMITTING INFORMATION.

1" = 30'

GRADING LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING SPOT GRADE

80.84

PROPOSED RIM ELEVATION (+ X00)

PROPOSED SPOT GRADE (+ X00)

PROPOSED TOP OF CURB GRADE (+ X00)TC 77.52

RE 89.00

ME MATCH EXISTING GRADE

PROPOSED INVERT ELEVATION (+ X00)INV 73.25

PROPOSED BOTTOM OF CURB GRADE (+ X00)BC 77.02

PROPOSED SLOPE ARROW2%

PROPOSED CATCH BASIN

PROPOSED RIP-RAP

PROPOSED FLARED END SECTION WITH RIP RAP

587.05

EGLE PLAN

INLAND LAKES IMPACTS C7.8

PROPOSED TREE PROTECTION FENCE

PROPOSED FILTER FABRIC FENCEFF

PROPOSED LIMIT OF DISTURBANCE LINE

EXISTING PROPERTY LINE

PROPOSED TURBIDITY CURTAIN

EXISTING ORDINARY HIGH WATER

PROPOSED SLOPE BREAK

GRADING NOTES

STORMWATER ORDINANCE NOTES

PROPOSED OHWM EGLE (590.6)

EXISTING OHWM EGLE (590.6)

PROPOSED ORDINARY HIGH WATER

SHORELINE SIDEWALK &

CARRY DOWN KAYAK

LAUNCH DETAIL PLAN

C7.9

C5.0

Grading Plan

PROPOSED COIR LOG

PROPOSED EROSION CONTROL

BLANKET

EROSION CONTROL

BLANKET - ON SLOPE

COIR LOG, TYP

C7.6

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

6030150 90 FEET

Know what's below.

before you dig.Call

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

12" #4 STONE BASE PER MDOT

RAILROAD SPECS

PROPOSED TOP OF WALLTW 77.52

PROPOSED BOTTOM OF WALL (FINISH GRADE)BW 77.02

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

/ DK

PROPOSED INLET FILTER / SEDIMENT TRAP

DEDUCT ALTERNATE NO. 1

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

AutoCAD SHX Text

O H

TIL

OH UTIL

PPRO

X U

G G

A S

APPROX UG GAS

BAYSIDE

REAL

ESTATE

BAYSIDE

REAL

ESTATE

NORTHWIND

RESORT

JOHNNY'S TORCH

RIVIERA

STR

GILL-ROY'S GOT-IT!

1. ALL UTILITIES SHOWN FOR CONCEPTUAL DESIGN DEVELOPMENT ONLY. FINAL ROUTING, SIZING AND CONNECTIONS WILL VARY.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES. HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY.

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS, DEPTHS AND ELEVATIONS PRIOR TO CONSTRUCTION. NO CHANGES IN CONTRACT PRICE WILL BE AWARDED FOR ACTUAL DISCREPANCIES IN UTILITY LOCATIONS DUE TO THE FAILURE TO VERIFY ACTUAL

FIELD LOCATIONS.

4. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL CONSTRUCTION

DEBRIS AND LITTER CAUSED BY HIS OPERATIONS.

5. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE INCURRED SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

6. ALL UTILITY CROSSINGS SHALL HAVE A MINIMUM OF 18" VERTICAL CLEARANCE.

7. SEE ARCHITECTURAL AND MECHANICAL SHEETS FOR CONTINUATION OF UTILITIES WITHIN STRUCTURES.

8. ALL EXISTING AND NEW INLETS SHALL RECIEVE TEMPORARY INLET FILTERS PER DETAIL 4, SHEET C7.0 DURING THE DURATION OF

WORK

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

6030150 90 FEET

Know what's below.

before you dig.Call

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

C6.0

1" = 30'

Utility Plan

UTILITY PLAN LEGEND

PROPOSED CATCH BASIN

LIMIT OF DISTURBANCE LINE

PARCEL LINE

RIGHT-OF-WAY LINE

STR

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

6030150 90 FEET

Know what's below.

before you dig.Call

Joint Permit Application12.09.2022

Joint Permit Application - Revision 101.18.2023

Joint Permit Application - Revision 202.17.2023

90% Owner Review12.22.2023

UTILITY NOTES

30 LF 12" RCP @ 0.50%

CB 2 (24" DIA)

RIM 593.60

INV 12" SE 590.95

CB 1 (24" DIA)

RIM 595.10

INV 12" NE 591.02

QU1

RIM 594.90

INV 12" SW 590.75

INV 12" NW 590.75

INV 12" E 590.75

FES 2

INV 12" SW 590.60

QU 2

RIM 593.20

INV 12" NE 590.70

INV 12" W 590.70

FES 3

INV 12" E 592.50

53 LF 12" RCP @ 0.50%

FES 1

INV 12" SW 590.60

40 LF 12" RCP @ 0.50%

54 LF 12" RCP @ 3.33%

17 LF 12" RCP @ 0.50%

PR OHWM (590.6)

EX OHWM (590.6)

PROPOSED STORM LINE

PROPOSED MANHOLE

PROPOSED WATER QUALITY UNIT

SESC DTMB Permit01.04.2024

Bidding01.19.2024

PROPOSED FLARED END SECTION WITH RIP RAP

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 X

K-K'

52.41'

3.19'

73.77'

1.50'

58.02'

J-J'

EGLE OHWM

= 590.60590

WALL DEPTH UNKNOWN

CONCRETE WALKWAY DEPTH UNKNOWN

EGLE OHWM = 590.60

WALL DEPTH UNKNOWN

CONCRETE WALK DEPTH UNKNOWN

REMOVE WALL

REMOVE CONCRETE

WALKWAY

EGLE OHWM

= 590.60590

WALL DEPTH UNKNOWN

CONCRETE WALK DEPTH UNKNOWN

PROTECT WALL

AND FIRST FOOT OF

WALKWAY

1' 3'

REMOVE CONCRETE WALKWAY EDGE

(FIRST FOOT HORIZONTAL AND VERTICAL)

AND SCARIFY SURFACE FOR IMPROVED

CONTACT WITH ROCK

1' 2'

ANGULAR GRANITE FIELDSTONE 400# TO 600# EACH ROCK

12" TO 14" THICKNESS

REMOVE CONCRETE WALKWAY EDGE

(FIRST FOOT HORIZONTAL AND VERTICAL)

AND SCARIFY SURFACE FOR IMPROVED

CONTACT WITH ROCK

PROTECT WALL

AND FIRST FOOT OF

WALKWAY

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

PARCEL BOUNDARY

PLAN

4' T

Y P.

ELEVATION

PLASTIC CONSTRUCTION FENCE

PLAN

STEEL FENCE POSTTYP.6'

NOTES:

1. TREE PROTECTION FENCING SHALL BE ERECTED

PRIOR TO ANY EARTHWORK OR CONSTRUCTION

AND IS TO REMAIN IN PLACE UNTIL

CONSTRUCTION IS COMPLETE.

2. FENCE SHALL BE LOCATED AT THE OUTER

PERIMETER OF THE SPREAD OF THE BRANCHES OR

CLOSER ONLY AT THE DIRECTION OF THE PROJECT

LANDSCAPE ARCHITECT

3. ALL DEBRIS, FILL, EQUIPMENT AND MATERIAL

SHALL BE KEPT CLEAR OF AREA WITHIN

PROTECTIVE FENCE. NO CLEANING, STORAGE, OR

DISPOSAL OF ANY MATERIAL ALLOWED WITHIN

THE DRIP LINE OF TREES TO BE SAVED.

4. TREE PROTECTION FENCING SHALL BE INSTALLED

WHERE DIRECTED BY LANDSCAPE ARCHITECT.

LIMIT OF DISTURBANCE

R SAWCUT & REMOVE END STONE WALL AND ADJACENT

CONCRETE WALKWAY (SEE NOTE 1 BELOW)

PSTONE WALL

TURBIDITY CURTAIN

OHWM EGLE (590.6)

C7.0

Site Details (1)

SECTION K-K'- EXISTING CONDITION WITH DEMOLITION NOTES

SECTION J-J' - EXISTING CONDITION WITH DEMOLITION NOTES

NOTE:

TEMPORARY INLET SEDIMENT FILTER TO BE

INSTALLED ON ALL PAVED CATCH BASINS OR

STORM INLETS. INLET FILTER TO BE SIMILAR

TO "STREAMGUARD" AS MANUFACTURED BY

STORMWATER SERVICES CORPORATION

(206-767-0441) OR "SILTSACK" AS

MANUFACTURED BY ATLANTIC CONSTRUCTION

FABRICS, INC. (800-448-3636).

CLEAN FILTER AS NEEDED.

TEMPORARY INLET

SEDIMENT FILTER

OVERFLOW

CATCH

BASIN

POLYPROPYLENE

"BOOT"

GRATE

DUMP STRAP

INSTALLATION

DETAIL

DUMP STRAP

SILT SACK

BAG DETAIL

EXPANSION

RESTRAINT

(1/4" NYLON

ROPE 2" FLAT

WASHERS

2 EACH

DUMP STRAPS

SECTION J-J' -PROPOSED CONDITION

R CONCRETE WALKWAY EDGE, REMOVE AND RESTORE PER

DETAIL 6/C7.0

(SHADED AREA BELOW OHWM-122 SF)

PROPOSED GRADE

EXISTING GRADE

PROPOSED FILL

BELOW THE OHWM

PROPOSED DREDGE

BELOW THE OHWM

SECTION LEGEND

NOTE 1:

AFTER REMOVAL OF END OF STONE WALL

AND ADJACENT CONCRETE WALKWAY,

LANDSCAPE ARCHITECT/ENGINEER WILL

INSPECT THE REMAINDER OF THE

CONCRETE WALKWAY EDGE TO

DETERMINE IF ITS REMOVAL IS FEASIBLE

GIVEN REMAINDER OF WALL WILL REMAIN

IN PLACE. CONTRACTOR'S BASE BID SHALL

INCLUDE SAWCUT AND REMOVAL OF THE

REMAINING CONCRETE WALKWAY EDGE.

CONTRACTOR SHALL PROVIDE A UNIT

PRICE FOR ELIMINATION OF THIS

WALKWAY REMOVAL IN THE EVENT THAT

ITS REMOVAL WILL BE DETRIMENTAL TO

THE STRUCTURAL INTEGRITY OF THE

REMAINING WALL.

NOTE :

DEMOLITION AND PROPOSED WORK DEPICTED IN SECTIONS

J-J' ARE PART OF THE BASE BID BUT SHALL NOT PROCEED

BEFORE LANDSCAPE ARCHITECT/ENGINEER HAS INSPECTED

THE END OF REMAINING WALL AND CONCRETE WALKWAY,

AFTER WORK IN K-K' HAS BEEN COMPLETED. CONTRACTOR

SHALL PROVIDE A UNIT PRICE FOR ELIMINATING THE WORK

DEPICTED IN SECTIONS J-J' AND LEAVING THE WALKWAY IN

PLACE.

SESC DTMB Permit01.04.2024

TASK

C O

O N

B A

SCHEDULE

INSPECT FOR SEDIMENT ACCUMULATION WEEKLY

REMOVAL OF SEDIMENT ACCUMULATION AS NEEDED AND PRIOR TO TURNOVER

INSPECT FOR FLOATABLES AND DEBRIS QUARTERLY

REMOVAL OF FLOATABLES AND DEBRIS QUARTERLY AND AT TURNOVER

INSPECT FOR EROSION WEEKLY

RE-ESTABLISH VEGITATION ON ERODED SLOPES AS NEEDED AND PRIOR TO TURNOVER

REPLACEMENT OF STONE AS NEEDED*

MOWING 0 TO 2 TIMES PER YEAR

INSPECT STRUCTURAL ELEMENTS DURING WET

WEATHER AND COMPARE TO AS-BUILT PLANS

(BY PROFESSIONAL ENGINEER)

ANNUALLY AND PRIOR TO TURNOVER

MAKE ADJUSTMENTS OR REPLACEMENTS AS

DETERMINED BY PRE-TURNOVER INSPECTION

AS NEEDED

X X

X X X X

X X X

TASK

C O

SCHEDULE

INSPECT FOR SEDIMENT ACCUMULATION ANNUALLY

REMOVAL OF SEDIMENT ACCUMULATION ANNUALLY AS NEEDED

INSPECT FOR FLOATABLES AND DEBRIS

REMOVAL OF FLOATABLES AND DEBRIS

INSPECT FOR EROSION

RE-ESTABLISH VEGITATION ON ERODED SLOPES AS NEEDED

REPLACEMENT OF STONE EVERY 3-5 YEARS AS NEEDED

MOWING 0 TO 2 TIMES PER YEAR

INSPECT STRUCTURAL ELEMENTS DURING WET

WEATHER AND COMPARE TO AS-BUILT PLANS

(BY PROFESSIONAL ENGINEER)

ANNUALLY

MAKE ADJUSTMENTS OR REPLACEMENTS AS

DETERMINED BY INSPECTION

AS NEEDED

X X

X X X X

X X X

CLEAN STREETS, DRIVES AND PARKING AREAS 0 TO 2 TIMES PER YEAR

ANNUALLY

ANNUALLY AS NEEDED

ANNUALLY

X X

O N

B A

X X

MAINTENANCE SCHEDULE

(DURING CONST. BY GC)

MAINTENANCE SCHEDULE

(POST CONST. BY OWNER)

Filter Fabric Fence: MDTMB SESC Detail

NO SCALE

Turbidity Curtain

Tree Protection Fence

Inlet Filter

Existing Stone Wall and Walkway Removal Detail Plan

SCALE: 1" = 20'

Existing Retaining Wall and Walkway Removal Section

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

SESC CONSTRUCTION SEQUENCE

CONSTRUCTION SEQUENCE

OPERATION TIME SCHEDULE (2024)

MAY JUNE JULY AUGUST SEPTEMBER

TEMPORARY CONTROL MEASURES

TREE REMOVAL & STUMP GRINDING

TOPSOIL / SEDIMENT CONTROL

TEMPORARY ACCESS

DREDGING & RAMP CONSTRUCTION

PERMANENT CONTROL MEASURES

SITE CONSTRUCTION

FINISH GRADING

SEEDING AND EROSION BLANKETS

Bidding01.19.2024

AutoCAD SHX Text

AutoCAD SHX Text 586.37

AutoCAD SHX Text 586.90

AutoCAD SHX Text 588.11

AutoCAD SHX Text 586.49

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SILT FENCE

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SPACING 6-10' MAX.

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1' MIN.

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6" ANCHOR TRENCH

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FENCE POSTS DRIVEN INTO GROUND 1' MIN.

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SILT FENCE B

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SILT FENCE A

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FABRIC TO BE WRAPPED AROUND FENCE POST

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1' MIN.

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UNDISTURBED VEGETATION

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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISRUPTION

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RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC

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SHEET FLOW

AutoCAD SHX Text 6"x6" ANCHOR TRENCH

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ROLL JOINTS

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STANDARD SYMBOL

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MICHIGAN

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DEPARTMENT OF

AutoCAD SHX Text

MANAGEMENT AND BUDGET

AutoCAD SHX Text S51

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ROLL JOINT

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TURBIDITY CURTAIN

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MICHIGAN

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DEPARTMENT OF

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MANAGEMENT AND BUDGET

AutoCAD SHX Text S61

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ANCHOR OR STAKES

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CURTAIN MATERIAL

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FLOW

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STREAM BANK

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STREAM BANK

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FLOTATION

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DEPTH ACCORDING TO NEED

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NYLON REINFORCED VINYL

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1/4" CHAIN

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5/8" POLYPROPYLENE ROPE*

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STANDARD SYMBOL

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PLAN VIEW

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PROFILE

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PROFILE - CURTAIN DETAIL

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* JOINTS VARY DEPENDING ON TYPE OF WATERBODY AND VELOCITY OF WATERFLOW.

AutoCAD SHX Text NOTES: TYPE OF TURBIDITY CURTAIN TO BE DETERMINED BY A QUALIFIED ENGINEER or CPESC.

AutoCAD SHX Text

FLOTATION DEVICE

AutoCAD SHX Text 12"

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WATER SURFACE

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WORK AREA

ADAPTED FROM: AERO-FLO CANVAS PRODUCTS, INC.

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

HMA Pavement

BITUMINOUS WEARING

COURSE AS SPECIFIED

TACK COAT AS SPECIFIED

BITUMINOUS LEVELING

COURSE AS SPECIFIED

COMPACTED AGGREGATE

BASE MATERIAL AS SPECIFIED

COMPACTED SUBGRADE

C7.1

Site Details (2)

NO SCALE

Existing Gravel Paving Maintenance Overlay

GRAVEL PAVING, 2"

21 AA AGGREGATE

ROLL & COMPACT

(95%)

COMPACTED SUBGRADE

NO SCALE

Concrete Pavement

FILLER, HELD DOWN 1/2"

TO DIRECTION OF TRAVEL

FINISH PERPENDICULAR

HAND-TOOLED CONTROL JOINT

APPROVED COMPACTED SUBBASE

WITH 1/2" PREMOLDED

TYPICAL EXPANSION JOINT

MEDIUM BROOM

CONCRETE WALK WITH

1/4 DEPTH OF SLAB

1/4"

1/4" R 1/4" R

N D

D U

A V

V Y

D U

A V

4" 4"

4 x 4 x W4 WWF AT CENTER OF

CONCRETE (HD ONLY)

DENSE GRADED AGGREGATE:

MDOT 21AA FOR HEAVY DUTY

AND COMPACTED GRANULAR

MATERIAL FOR STANDARD

DUTY

Stabilized Construction Access: MDMB SESC Detail

NO SCALE

Bidding01.19.2024

SCALE: 1" = 1'-0"

Standard Curb & Gutter / MDOT F4

2"R

ADJACENT

TREATMENT VARIES

DROP CURB

CONCRETE CURB &

GUTTER WITH LIGHT

BROOM FINISH PARALLEL

TO ROADWAY

6" COMPACTED AGGREGATE

BASE AS SPECIFIED

#4 REBAR

COMPACTED SUBGRADE

2'-0"

5 1/2" 1 3/4"

4"4"

6" 9"

8" 4"

AutoCAD SHX Text S

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%%UPROFILE

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EXISTING GROUND

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12' MINIMUM

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WIDTH

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EXISTING

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PAVEMENT

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10' MIN.

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10' MIN.

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NON-WOVEN GEOTEXTILE FABRIC

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2"-3" CRUSHED ROCK (8" DEPTH)

AutoCAD SHX Text

* 50' MINIMUM LENGTH

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LENGTH OF STABILIZED ROAD

AutoCAD SHX Text %%uPLAN VIEW

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STABILIZED CONSTRUCTION ACCESS

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STANDARD SYMBOL

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50' MINIMUM LENGTH

AutoCAD SHX Text

LENGTH OF STABILIZED ROAD

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NOTES:

AutoCAD SHX Text

SEDIMENT

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SUMP

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FLOW

AutoCAD SHX Text S53

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SEDIMENT SUMP

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SEDIMENT SUMP

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1. Establish stabilized construction entrance prior to the initiation of site construction activities.

AutoCAD SHX Text

2. Care should be taken to prevent material movement into adjacent wetlands/waterbodies.

AutoCAD SHX Text

3. Care should be taken to maintain existing roadside drainage via culvert installation, with sediment sump placed down flow of culvert.

AutoCAD SHX Text

MICHIGAN

AutoCAD SHX Text

DEPARTMENT OF

MANAGEMENT AND BUDGET

Sidewalk Barrier Free Ramp Details

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

(2% MAX)

TURF OR ADJACENT

CONCRETE PAVEMENT

PLAN VIEW

VARIABLE HEIGHT CURB SECTION

GUTTER

PAN

GUTTER

CONCRETE SIDEWALK

DRIVE WALKWAY

KEYWAY

CONCRETE

6" WHERE ONLY ONE

PATH OF TRAVEL

EXISTS. WHERE

PATHWAY

APPROACHES RAMP

FROM A LATERAL

DIRECTION, THIS

LATERAL APPROACH

SHOULD NOT EXCEED

8.33% AS SHOWN

FOR PRIMARY PATH

OF TRAVEL.

CURB BEYOND

SEE GRADING PLANS LANDING

(8.33% MAX. SLOPE)

O F

SECTION A-A

SECTION B-B

(8.33% MAX. SLOPE)

CONCRETE SIDEWALK

DRIVE

KEYWAY JT.

(MDOT Reference Type D)

CONCRETE SIDEWALK TO

BE THICKENED TO 8" AT

ALL CORNERS TO A

MINIMUM DISTANCE OF 3'

BEYOND BEGINNING OF

CURB TAPER AND 5'

BEYOND BACK OF CURB.

(2% MAX)

FLARED EDGE

NOTE:

1. ALL ADA RAMPS SHALL

BE CONSTRUCTED IN

ACCORDANCE WITH

MDOT TYPICAL DETAIL

R-28.

2. ALL RAMPS SHALL

HAVE TRUNCATED

DOMES AS SHOWN ON

PLANS.

PLAN VIEW

KEY JOINTA A

VARIABLE HEIGHT CURB

SLOPES WITH RAMP

GUTTER

SECTION A-A

RAMP DOWN

8.33% MAX.

SEE GRADING PLAN

DRIVE

CURB &

GUTTER

CONCRETE WALK RAMP

(8.33% MAX. SLOPE)

KEYWAY JT.

DRIVE

(MDOT Reference Type RF)

INTEGRAL

KEY JOINT

CURB

G G

L C

LAWN

5' M

. L

A N

E G

SEE GRADING PLAN

G P

A A

LANDING

VARIABLE HEIGHT CURB

SLOPES WITH RAMP

GUTTER

PLAN VIEW

SECTION A-A

(8 .3

3% M

A X

. S

(8 .3

3% M

A X

. S

(8.33% MAX. SLOPE)

(MDOT Reference Type P)

M A

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

Carry-down launch

NO SCALE

8" TRIM SUBGRADE TO MATCH

FINISH GRADE

COMPACTED SUBGRADE

FLOW TO LAKE

GRAVEL PAVING, 8" 21 AA AGGREGATE

ROLL & COMPACT IN 3" LIFTS (95%)

C7.2

Site Details (3)

SCALE: 1/2" = 1'-0"

Section at North Property Line

CAP STONE: 18" H x 28" D

TOP UNIT

MID & BOTTOM STONE:

18" H x 41" D UNIT, TYP.

POROUS STONE BACKFILL:

1" WASHED STONE OR

EQUAL

AGGREGATE BASE: MDOT 6AA

CRUSHED, 12" DEPTH. EXTEND 6"

BEYOND WALL STONES, ALL

DIRECTIONS

12"MIN.

FILTER FABRIC GEOTEXTILE AS

SPECIFIED

A N

O F

A S

S O

O W

COMPACTED BACKFILL: CLEAN

SAND (SP), SILTY SAND (SM), OR

CLAYEY SAND (SC); 95% MAX.

DENSITY

TOPSOIL (4") & SEED

COMPACTED SUBGRADE

4' FENCE

6' FENCE

FOR ALL WALL SECTIONS:

EXG SUBGRADE TO POSSESS EITHER A

COHESION OF 2000 PSF OR GREATER OR 95.0

PERCENT COMPACTION TO A MINUMUM

DEPTH OF 3.0 FEET BELOW THE BOTTOM OF

THE AGGREGATE. SOIL NOT MEETING EITHER

OF THESE REQUIREMENTS SHALL BE REMOVED

AND REPLACED WITH MDOT 6AA AGGREGATE

5-8" NATURAL STONE

10" DEEP

FILTER FABRIC

GEOTEXTILE

BURY 12" MIN

4" DRAIN TILE W/ SOCK;

DAYLIGHT BOTH ENDS

A MIN. OF 5' BEYOND

WALL ENDS

EXISTING BUILDING

- CONTRACTOR

SHALL PROTECT

EXISTING BUILDING

PROPERTY LINE

CONTRACTOR

SHALL MAINTAIN

ALL WORK SOUTH

OF THE PROPERTY

LINE

FENCE, AS SPEC'D

HEIGHT AS SHOWN ON PLANS

CONCRETE FOOTING

DIA: 10", DEPTH: 42"

Carsonite Parking Space Marker 1"=1'

SCALE 1/4" = 1' - 0"

Gravel Parking Space Striping

ON PLAN

AS DIMENSIONED

4" WHITE STRIPING

PROPOSED BUMPER

BLOCK

70o

ON GRAVEL

WHITE SURVEY

MARKING WHISKERS

3 PER STRIPE TYP.

3.75" WIDE CARSONITE UTILITY

MARKER, COLOR WHITE

5 2" WIDE BLACK LETTERING

NUMBERS 1-9

ANCHOR

Bidding01.19.2024

C7.2

5CARSONITE PARKING

SPACE MARKER, TYP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

RAMP

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

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

Pavement Marking Letters & Arrows

NO SCALE

Crosswalk Striping2

SCALE 1/4" = 1' - 0"

Barrier Free Parking Stall Striping o

AS DIMENSIONED

ON PLAN

AS DIMENSIONED

ON PLAN

18"

UNIVERSAL BARRIER

FREE PARKING

SYMBOL

4" BLUE PARKING

SPACE STRIPE

4" WHITE DIVIDER STRIPE OR

CURB, AS SHOWN ON PLANS

AND AS SPEC'D

4" BLUE

AISLE STRIPE

3' -1

1'-3"

2'-8"

1' -1

6'-7"

3'-4"

8' -3

5'-9"

8' -0

SEE PLANS FOR LOCATION OF ALL PAVEMENT MARKINGS.

PAINT TYPE: WHITE THERMOPLASTIC

4' -4

-0

1'-5" 10"

SCALE 1/4" = 1' - 0"

Angled Parking Space Striping

ON PLAN

AS DIMENSIONED

4" WHITE STRIPING

BACK OF CURB

NOTE:

1. ALL CROSSWALK STRIPING SHALL CONFORM TO

THE MICHIGAN MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES.

2. CONTINENTALS SHALL BE CONSTRUCTED OF TWO

12" WIDE CROSSWALK LINES PLACE SIDE BY SIDE.

3. SEE PLANS FOR LOCATION OF ALL PAVEMENT

MARKINGS.

4. PAINT TYPE: WHITE THERMOPLASTIC

TAPERED CURB TYPICAL

CROSSWALK STRIPING

2'-0", TYP.

CROSSWALK CONTINENTALS

SHALL BE PLACED AT LANE

LINES AND THE MIDDLE OF

THE LANES.

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

C7.3

Site Details (4)

SEE PLANS FOR

LOCATION OF ALL

PAVEMENT MARKINGS.

PAINT TYPE: SYMBOL -

WHITE THERMOPLASTIC;

STRIPING - PAINT

NO SCALE

Regulatory Signage

10" DIAMETER

3' -6

2' -6

-8

FORM TOP 6" OF FOOTING

V A

VARIES

CONCRETE FOOTING - SLOPE TOP TO

DRAIN

4" X 13

4" TELESPAR

REGULATORY SIGN AS SHOWN ON LAYOUT

AND PER MI MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (MMUTCD)

SQUARE 12 GUAGE

PERFORATED TUBING AS MF'D

BY UNISTRUT, PERMA- GREEN

FINISH

SUPPLEMENTAL PLAQUE

AT VAN-ACCESSIBLE PARKING SPACES

LOCATE BARRIER FREE

SIGN AT CENTERLINE OF

PARKING STALL. SEE

LAYOUT PLAN

6 Bumper Block

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

8" 2"

3' -6

8'-0"

4 1/2"

TYP. 9" 9"

SECTION A-A'

3/4" DIA. HOLE TO

ACCOMMODATE REBAR

3 PER BUMPER BLOCK

#4 VERT. REBAR

#4 HORIZ. REBAR

2" MIN. COVER

3 PER BUMPER BLOCK

2 PER BUMPER BLOCK

Bidding01.19.2024

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 6"

AutoCAD SHX Text A

AutoCAD SHX Text A'

AutoCAD SHX Text 4"

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