751_16043.JBB Phase 3 McLain SP Bidding 12-21-2021 Plans_Part 1.pdf

PDF 4 MB Posted May 6, 2022

Attached to: 751/16043. JBB; F. J. McLain State Park - Phase 3 Improvement
Solicitation number: RFQ - 171 - 220000000304
Issued by: Houghton County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is the cover sheet and index for the F.J. McLain State Park Phase 3 Improvements project in Hancock Township, Houghton County, Michigan. The project includes site improvements, mini-cabin relocation and renovations, and group cabin renovations. The work involves road resurfacing and re-grading, shoreline armament, lagoon removals and improvements, and interior and electrical upgrades to the mini-cabins and Birches Cabin. Permits have been secured from the Michigan Department of Environment, Great Lakes and Energy and the U.S. Army Corps of Engineers. The contractor is responsible for obtaining building, mechanical, and electrical permits from the Michigan Department of Licensing and Regulatory Affairs, as well as a privy permit from the Western Upper Peninsula Health Department. The bid opening is scheduled for December 21, 2021.

The project includes several bid alternates, such as the Birches Cabin renovation, the relocation of four mini-cabins, and renovations to three additional mini-cabins. The project is funded by the State of Michigan. The cover sheet includes contact information for the design consultants, the Department of Natural Resources, and the Department of Technology, Management and Budget.

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Other files

File	Type	Posted
751_16043 Phase 3 McLain State Park Specifications_Part 1.pdf	PDF	May 6, 2022
751_16043.JBB Phase 3 McLain SP Bidding 12-21-2021 Plans_Part 2.pdf	PDF	May 6, 2022
751_16043.JBB Phase 3 McLain SP Bidding 12-21-2021 Plans_Part 4.pdf	PDF	May 6, 2022
Addendum 2 16043.pdf	PDF	May 6, 2022
Addendum #1 16043 Phase 3.pdf	PDF	May 6, 2022
Prevailing Wage Request 220411 16043.pdf	PDF	May 6, 2022
751_16043 Phase 3 McLain State Park Specifications_Part 2.pdf	PDF	May 6, 2022
751_16043.JBB Phase 3 McLain SP Bidding 12-21-2021 Plans_Part 3.pdf	PDF	May 6, 2022
Advertisment 16043.doc	DOC document	May 6, 2022

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ar ch ite ct ur e l an ds ca pe ar ch ite ct ur e h ist or ic pr es er va tio n

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F.J. MCLAIN STATE PARK

PHASE IMPROVEMENTS

HANCOCK TOWNSHIP (HOUGHTON COUNTY), MICHIGAN

PROJECT FILE NO: 751/16043.JBB INDEX NO: 51240

PROJECT POINTS OF CONTACT:

Design Consultants:

Sanders & Czapski Associates, PLLC Professional Services Contractor 109 South Front Street; Suite 210 Marquette, MI 49855

(906) 273-1207 Bill Sanders, ASLA, Landscape Architect

Bill@Sanders-Czapski.com Ken Czapski, AIA, Architect

Ken@Sanders-Czapski.com

Department of Natural Resources:

Dan Dowdy, WOC Regional Field Planner 1300 US 41 South Baraga, MI 49908

(906) 353-6558 Phone

(906) 250-3993 Cell dowdyd@Michigan.gov

Louise Hunt, Unit Supervisor F.J. McLain State Park 18350 Highway M-203 Hancock, MI 49930

(906) 482-2627 Office

(906) 231-3932 Cell huntl@michigan.gov

Department of Technology, Management and Budget:

Jeff Barsch, Project Director State Facilities Administration Design and Construction 1990 US 41 South Marquette, MI 49855

(906) 251-0727 BarschJ@Michigan.gov

Danielle Foertsch, Project Field Representative 1990 US 41 South Marquette, MI 49855

(517) 331-5369 FoertschD@michigan .gov

Index to the Drawings:

sheet number description G1 Cover Sheet and Index C1 Overall Site Plan C2 Circulation Road Resurface (Bid Alternate #4) C3 Circulation Road Resurface (Bid Alternate #4) C4 Circulation Road Resurface (Bid Alternate #4) C5 Circulation Road Resurface (Bid Alternate #4) C6 Circulation Road Re-grading (Bid Alternate #4) C7 Circulation Road Re-grading (Bid Alternate #4) C8 Circulation Road Re-grading (Bid Alternate #4) C9 Shoreline Armament C10 Site Removals C11 Site Removals & Well Connection C12 Site Removals & Well Connection C13 Mini Cabin Relocation C14 Mini Cabin Relocation C15 Lagoon Removals C16 Lagoon Improvements C17 Site Details & Notes C18 Existing Well House Details C19 Well House Modification Details C20 Misc. Details C21 Wastewater Details C22 Lagoon Liner Details OMIT C23 Wastewater Details OMIT A1 'Birches' Cabin Renovation (Bid Alternate #1) A2 'Birches' Cabin Site Improvements (Bid Alternate #1) A3 'Maples' Mini-Cabin Renovation (Bid Alternate #3) A4 'Cedars' Mini-Cabin Renovation & Relocation A5 'Hemlocks' Mini-Cabin Renovation (Bid Alternate #3) A6 'Aspens' Mini-Cabin Renovation & Relocation A7 'Pines' Mini-Cabin Renovation & Relocation A8 'Oaks' Mini-Cabin Renovation & Relocation A9 Mini-Cabin Foundation & Deck Details A10 Details E1 Electrical Plan / Details E2 Electrical Plans - Mini Cabins (Bid Alternate #2)

SITE IMPROVEMENTS, MINI-CABIN RELOCATION AND IMPROVEMENTS AND

GROUP CABIN RENOVATIONS

F.J. McLain State Park T56N - R34W, Sections 21, 22, 23 18350 Highway M-203 Hancock, MI 49930

Permit Requirements:

· Michigan Department of Environment, Great Lakes and Energy (EGLE): Campground Permit has been secured by the Owner. All conditions of this permit are the responsibility of the Contractor. The permit and conditions are included in the Project Manual in Appendix V - Permits.

· Michigan Department of Licensing and Regulatory Affairs (LARA), Bureau of Construction Codes: The Contractor is responsible for securing permits and paying all fees for Building, Mechanical and Electrical Permits. Note; a separate permit will be required for each of the six Mini Cabins and for Birches Cabin including permits for all included trades.

Project plans and Specifications have been submitted for LARA Plan review under Submittal No. PR2021 BCC-003216.

· A privy permit is required for the installation of Owner supplied, Contractor installed Privy's. The Contractor is responsible for securing and paying all fees for Privy permits under the jurisdiction of the Local Health Department (LHD), Western Upper Peninsula Health Department, www.wupdhd.org, 540 Depot St. Hancock, MI 49930. 906-482-7382

· U.S. Army Corps of Engineers Shoreline Permit for the work of armoring the shoreline is included in the Project Manual in Appendix V - Permits. All conditions of this permit are the responsibility of the Contractor. The work of placement of armoring may not begin until October 1, 2022. Cover Sheet &

Index

Consulting Engineers Mechanical Electrical www.rhoadesengineering.com ar ch ite ct ur e l an ds ca pe ar ch ite ct ur e h ist or ic pr es er va tio n

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ISSUE/DATE:

BUILDING CODE DATA

This project design is based on the 2015 Michigan Building Code This project includes:

Mini-Cabin Renovations; including the relocation of the existing Oaks, Pines, Aspens and Cedars mini-cabins, and minor renovations of the existing Hemlocks mini-cabin and minor renovations of the existing Maples mini-cabin and ADA site improvements.

The work also includes new electrical service to all six mini-cabins and interior electrical upgrades. The mini-cabin renovations include no plumbing or mechanical work.

Building Area (typical mini-cabin) = varies from 161 sq. ft. to 167 sq. ft.

Building Height = One Story / 13 ft.

Use Group Classification: R1 / Residential Construction Type: V-B unprotected wood frame construction, masonry foundation.

Building is not sprinkled Building includes no plumbing or mechanical systems.

Allowable Area = 7,000 sq. ft. (table 506.2) Allowable Building Height Two Stories (table 504.4) / 40 ft. (table 504.3) Occupant Load: 4

Birches Rustic Cabin Renovations ; including site access improvements. The work also includes a new electrical service and electrical interior improvements. The birches cabin includes no plumbing. The existing propane heater will be replaces with a new propane heater utilizing the existing chimney.

Building Area = 532 sq. ft.

Building Height = One Story / 11 ft.

Use Group Classification Construction Type: V-B unprotected wood frame construction, masonry foundation.

Allowable Area = 7,000 sq. ft. (table 506.2) Building is not sprinkled Building includes no plumbing.

The building includes a new propane heater (34,000 btu output) Occupant Load: 8 mailto:ArchitectBill@Sanders-Czapski.comKen mailto:Ken@Sanders-Czapski.comDepartment mailto:dowdyd@Michigan.gov mailto:huntl@michigan.gov mailto:BarschJ@Michigan.gov http://www.wupdhd.org, http://www.rhoadesengineering.com

8004000 1600

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ISSUE/DATE:

C:\USERS\ROELLK\DESKTOP\PHASE III\OVERALL PHASE III.DWGFILE NAME :

M-203

LAKE SUPERIOR

OVERALL

SITE PLAN

PROPOSED MINI CABIN

RELOCATION/RENOVATION

C10

C11 C12

C13 C14

F . J

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25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019

APPROXIMATE WATERS EDGE

60 YEAR SET BACK LINE

PUBLIC PARK

ENTRANCE

CONSTRUCTION

ENTRANCE

M-203

KEY PLAN

EXISTING TOP OF BLUFF LINE

SCALE 1" = 400'

NORTH

ENTRY

LAKE SUPERIOR

F.J. McLain State Park

C4 C5

C6 C7 C8

PHASE 3 IMPROVEMENTS AREA

C16 & 17

90% OWNER REVIEW Nov. 15, 2021

Rev. Feb. 22, 2022

Bidding Dec. 21, 2021

POST

s s SAN SAN SAN

SAN

50+00

51+00

52+00

53+00

54+00

55+00

PI STA = 50+99.99

Y = 899020.345 X = 25846990.680

DELTA = 35°13'33"

D = 57°17'45" T = 31.75' L = 61.48' R = 100.00'

PC STA = 50+68.25

PT STA = 51+29.73

PI STA = 52+82.67

Y = 899056.188 X = 25847171.854

DELTA = 16°17'23"

D = 28°38'52" T = 28.62' L = 56.86' R = 200.00'

PC STA = 52+54.04

PT STA = 53+10.91

PI STA = 54+09.34

Y = 899044.895 X = 25847298.411

DELTA = 50°25'49"

D = 57°17'45" T = 47.09' L = 88.02' R = 100.00'

PC STA = 53+62.25

PT STA = 54+50.27

PC: 50+68.25

PC: 54+51.84

: 5

PT: 54+50.27

: 5

50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50

1.84% 1.43%-0.61%

I S

I E

I S

I E

VCL = 50.00

K = 20.40

VCL = 50.00

K = 60.48

I S

I E

VCL = 50.00

K = 24.54

1.84% 1.43%-0.61%

I S

I E

I S

I E

VCL = 50.00

K = 20.40

VCL = 50.00

K = 60.48

I S

I E

VCL = 50.00

K = 24.54

EX. SAN MH #5

STA. 51+45.46, 17.26' RT

RIM ELEV = 621.00'

D = 8.35'

INV = 612.65' (E) (OUT) EX. SAN MH #4

STA. 53+98.60, 11.90' LT

RIM ELEV = 619.89'

D = 8.34'

INV = 611.65' (W) (IN)

INV = 611.55' (E) (OUT)

EX. 249' OF PVC 8-INCH @ 0.28%

EX. 204' OF PVC 8-INCH @ 0.40%

EX. 12" CL F CULVERT

ISSUE/DATE:

SAN MH #4

C:\Users\roellk\Desktop\Phase III\16069_East-pp.dwg

BEGINNING OF PROJECT

STA. 50+00

ROAD CENTERLINE PROFILE

EXISTING

SHOWER

BUILDING

CIRCULATION ROAD

RESURFACE

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40200 80

CONTRACTOR TO ADD 4 INCHES

MDOT 23A COMPACT AND GRADE

ROAD PER DETAIL ON SHEET C17

NOTE:

- CAREFULLY GRADE ROAD FLUSH WITH EXISTING MANHOLES.

- ALL UTILITIES SHOWN FOR REFERENCE ONLY.

- WORK THIS SHEET IS INCLUDED AS BID ALTERNATE 5.

EXISTING

ASPHALT

PAVING

EXISTING

ASPHALT

PAVING

BEGINNING OF

AGGREGATE

RESURFACING

50+90 +/-

TAPER AGGREGATE

RESURFACING TO

MATCH EXISTING HMA

90% OWNER REVIEW Nov. 15, 2021

E E E E s s

SAN

SAN SAN SAN SAN SAN SAN

SAN

PI STA = 55+29.16

Y = 899134.486 X = 25847386.972

DELTA = 34°22'08"

D = 22°55'06" T = 77.31' L = 149.96' R = 250.00'

PC STA = 54+51.84

PT STA = 56+01.81

PI STA = 59+03.58

Y = 899206.574 X = 25847759.139

DELTA = 11°48'27"

D = 22°55'06" T = 25.85' L = 51.52' R = 250.00'

PC STA = 58+77.72

PT STA = 59+29.24

55+00

56+00

57+00

58+00

59+00

60+00

DELTA = 50°25'49"

PC STA = 53+62.25

PT STA = 54+50.27

PC: 54+51.84 PC

: 5

PT: 54+50.27

55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50

EX. 204' OF PVC 8-INCH @ 0.40%

EX. 291' OF PVC 8-INCH @ 0.40%

0.60% -0.40%

I S

I E

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VCL = 50.00

K = 60.48

VCL = 50.00

K = 50.00 VCL = 50.00

K = 16.89

EX. SAN MH #3

STA. 56+10.27, 10.11' RT

RIM ELEV = 622.05'

D = 11.42'

INV = 610.73' (W) (IN)

INV = 610.63' (E) (OUT)

EX. SAN MH #2

STA. 59+01.96, 10.23' LT

RIM ELEV = 621.20'

D = 11.84'

INV = 609.46' (W) (IN)

INV = 609.36' (E) (OUT)

EX. 12" CL F CULVERT

ISSUE/DATE:

C3 C:\Users\roellk\Desktop\Phase III\16069_East-pp.dwg

SAN MH #3

SAN MH #2

ROAD CENTERLINE PROFILE

CIRCULATION ROAD

RESURFACE

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25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019

40200 80

CONTRACTOR TO ADD 4 INCHES

MDOT 23A COMPACT AND GRADE

ROAD PER DETAIL ON SHEET C17

NOTE:

- CAREFULLY GRADE ROAD FLUSH WITH EXISTING MANHOLES.

- ALL UTILITIES SHOWN FOR REFERENCE ONLY.

- WORK THIS SHEET IS INCLUDED AS BID ALTERNATE 5.

90% OWNER REVIEW Nov. 15, 2021

E E

SAN

E E E E E E

OSW

s s s

SAN SAN SAN SAN

PI STA = 59+03.58

Y = 899206.574 X = 25847759.139

DELTA = 11°48'27"

D = 22°55'06" T = 25.85' L = 51.52' R = 250.00'

PC STA = 58+77.72

PT STA = 59+29.24

59+00 60+00 61+00

62+00 63+00

64+00

PI STA = 62+91.65

Y = 899356.841 X = 25848117.140

DELTA = 25°23'17"

D = 22°55'06" T = 56.31' L = 110.78' R = 250.00'

PC STA = 62+35.34

PT STA = 63+46.11

: 6

: 5

: 6

: 5

: 6

612.5

59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00

-3.36%

-0.60%

I S

I E

VCL = 50.00

K = 16.89

I S

I E

I S

I E

VCL = 100.00

K = 36.23

VCL = 100.00

K = 38.46

EXISTING LIFT STATION

STA. 61+71.48, 80.32' LT

RIM ELEV = 615.68'

D = 16.60'

INV = 608.00' (S) (IN)

EX. SAN MH #1

STA. 61+41.79, 10.50' LT

RIM ELEV = 614.79'

D = 6.49'

INV = 608.40' (W) (IN)

INV = 608.30' (N) (OUT)

EX. 239' OF PVC 8-INCH @ 0.40%

EX. 76' OF PVC 8-INCH @ 0.40%

ISSUE/DATE:

C4 C:\Users\roellk\Desktop\Phase III\16069_East-pp.dwg

SAN MH #2

SAN MH #1

ROAD CENTERLINE PROFILE

CIRCULATION ROAD

RESURFACE

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40200 80

CONTRACTOR TO ADD 4 INCHES

MDOT 23A COMPACT AND GRADE

ROAD PER DETAIL ON SHEET C17

NOTE:

- CAREFULLY GRADE ROAD FLUSH WITH EXISTING MANHOLES.

- ALL UTILITIES SHOWN FOR REFERENCE ONLY.

- WORK THIS SHEET IS INCLUDED AS BID ALTERNATE 5.

END OF AGGREGATE

RESURFACING

64+52 +/-

GRADE DEPRESSION

MIN OF 6" DEPTH,

RESTORE WITH SEED AND MULCH

REGRADE ALONG SOUTH

EDGE OF ROAD TO POSITIVELY

DRAIN NORTH ACROSS ROAD,

RESTORE WITH SEED AND MULCH

90% OWNER REVIEW Nov. 15, 2021

E E E E E E E

E E E

E E

E E E E E E

64+00 65+00 66+00 67+00 68+00 69+00

PI STA = 66+62.78

Y = 899339.804 X = 25848489.728

DELTA = 1°45'04"

D = 11°27'33" T = 7.64' L = 15.28' R = 500.00'

PC STA = 66+55.14

PT STA = 66+70.42

: 6

617 618

64+00 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00

2.00%

1.08%

I S

I E

I S

I E

VCL = 50.00

K = 54.35

VCL = 50.00

K = 23.15

2.00%

1.08%

I S

I E

I S

I E

VCL = 50.00

K = 54.35

VCL = 50.00

K = 23.15

ISSUE/DATE:

C5 C:\Users\roellk\Desktop\Phase III\16069_East-pp.dwg

ROAD CENTERLINE

PROFILE

CIRCULATION ROAD

RE-GRADING

S A

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40200 80

W E

CONTRACTOR TO REGRADE

ROAD PER DETAIL ON SHEET

C17. REGRADING TO BE

COMPLETED LAST JUST PRIOR

TO DEMOBILIZATION

NOTE:

- CAREFULLY GRADE ROAD FLUSH WITH EXISTING MANHOLES.

- ALL UTILITIES SHOWN FOR REFERENCE ONLY.

- WORK THIS SHEET IS INCLUDED AS BID ALTERNATE 5.

END AGGREGATE RESURFACE

BEGIN REGRADING

64+52 +/-

90% OWNER REVIEW Nov. 15, 2021

W W

E E E E E E E E E

E E

WVWV

69+00

70+00 71+00

72+00 73+00

74+00

PI STA = 70+25.37

Y = 899334.318 X = 25848852.278

DELTA = 4°57'13"

D = 11°27'33" T = 21.63' L = 43.23' R = 500.00'

PC STA = 70+03.74

PT STA = 70+46.97

: 7

69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50

-1.08%

-0.40%

I S

I E

VCL = 50.00

K = 23.15

I S

I E

I S

I E

VCL = 50.00

K = 73.53 VCL = 50.00

K = 29.14

-1.08%

-0.40%

I S

I E

VCL = 50.00

K = 23.15

I S

I E

I S

I E

VCL = 50.00

K = 73.53 VCL = 50.00

K = 29.14

ISSUE/DATE:

C6 C:\Users\roellk\Desktop\Phase III\16069_East-pp.dwg

ROAD CENTERLINE

PROFILE

CIRCULATION ROAD

RE-GRADING

S A

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K I A

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L C ar ch ite ct ur e l an ds ca pe a rc hi te ct ur e h ist or ic pr es er va tio n

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S an de rs -C za ps ki.

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F . J

. M C

L A

T A

T E

P A

R K

V E

M E

N T

H A

N C

O C

K T

O W

N S

(H O

U G

H T

O N

C O

U N

T Y

C T

E N

O : 7

E X

N O

: 5

25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019

40200 80

W E

CONTRACTOR TO REGRADE

ROAD PER DETAIL ON SHEET C17.

REGRADING TO BE COMPLETED

LAST JUST PRIOR TO DEMOBILIZATION

NOTE:

- CAREFULLY GRADE ROAD FLUSH WITH EXISTING MANHOLES.

- ALL UTILITIES SHOWN FOR REFERENCE ONLY.

- WORK THIS SHEET IS INCLUDED AS BID ALTERNATE 5.

90% OWNER REVIEW Nov. 15, 2021

E E E E

E E

E E E E E E

E E

74+00 75+00

76+00

77+00 78+00

79+00

PI STA = 74+58.46

Y = 899365.184 X = 25849284.298

DELTA = 8°09'41"

D = 11°27'33" T = 35.67' L = 71.22' R = 500.00'

PC STA = 74+22.79

PT STA = 74+94.02

: 7

9 PC

: 7 6+

: 7

2 PT

: 7 6+

: 7

PI STA = 76+39.40

Y = 899403.593 X = 25849461.229

DELTA = 5°39'20"

D = 22°55'06" T = 12.35' L = 24.68' R = 250.00'

PC STA = 76+27.05

PT STA = 76+51.72

PI STA = 77+91.61

Y = 899421.070 X = 25849612.459

DELTA = 3°04'21"

D = 11°27'33" T = 13.41' L = 26.81' R = 500.00'

PC STA = 77+78.20

PT STA = 78+05.02

74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50

1.32% -1.13%

0.40%

I S

I E

VCL = 50.00

K = 20.49 VCL = 50.00

K = 62.58VP

I S

I E

I S

I E

VCL = 50.00

K = 29.14

VCL = 50.00

K = 32.81

1.32% -1.13%

0.40%

I S

I E

VCL = 50.00

K = 20.49 VCL = 50.00

K = 62.58VP

I S

I E

I S

I E

VCL = 50.00

K = 29.14

VCL = 50.00

K = 32.81

ISSUE/DATE:

C7 C:\Users\roellk\Desktop\Phase III\16069_East-pp.dwg

ROAD CENTERLINE

PROFILE

CIRCULATION ROAD

RE-GRADING

S A

N D

E R

C Z

K I A

S S

O C

E S

, P L

L C ar ch ite ct ur e l an ds ca pe a rc hi te ct ur e h ist or ic pr es er va tio n

S ou th F ro nt

S tre et

S ui te

M ar qu et te , M ich ig an Ph on e:

F ax

: 9

.1 ww w.

S an de rs -C za ps ki.

co m

F . J

. M C

L A

T A

T E

P A

R K

V E

M E

N T

H A

N C

O C

K T

O W

N S

(H O

U G

H T

O N

C O

U N

T Y

C T

E N

O : 7

E X

N O

: 5

25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019

40200 80

W E

CONTRACTOR TO REGRADE

ROAD PER DETAIL ON SHEET C17.

REGRADING TO BE COMPLETED

LAST JUST PRIOR TO DEMOBILIZATION

NOTE:

- CAREFULLY GRADE ROAD FLUSH WITH EXISTING MANHOLES.

- ALL UTILITIES SHOWN FOR REFERENCE ONLY.

- WORK THIS SHEET IS INCLUDED AS BID ALTERNATE 5.

90% OWNER REVIEW Nov. 15, 2021

E E

78+00

79+00

80+00

81+00

82+87

PI STA = 81+81.14

Y = 899486.467 X = 25849996.461

DELTA = 94°24'29"

D = 76°23'40" T = 81.00' L = 123.58' R = 75.00'

PC STA = 81+00.13

PT STA = 82+23.71

: 8

: 7

PT: 82+23.71

: 7 8+

78+50 79+00 79+50 80+00 80+50 81+00 81+50 82+00 82+50

-0.40%

-1.96% 2.00%

I S

I E

I S

I E

VCL = 50.00

K = 62.58

VCL = 50.00

K = 32.06

I S

I E

VCL = 100.00

K = 25.25

-0.40%

-1.96% 2.00%

I S

I E

I S

I E

VCL = 50.00

K = 62.58

VCL = 50.00

K = 32.06

I S

I E

VCL = 100.00

K = 25.25

ISSUE/DATE:

CIRCULATION ROAD

RE-GRADING

C8 C:\Users\roellk\Desktop\Phase III\16069_East-pp.dwg

ROAD CENTERLINE

PROFILE

S A

N D

E R

C Z

K I A

S S

O C

E S

, P L

L C ar ch ite ct ur e l an ds ca pe a rc hi te ct ur e h ist or ic pr es er va tio n

S ou th F ro nt

S tre et

S ui te

M ar qu et te , M ich ig an Ph on e:

F ax

: 9

.1 ww w.

S an de rs -C za ps ki.

co m

F . J

. M C

L A

T A

T E

P A

R K

V E

M E

N T

H A

N C

O C

K T

O W

N S

(H O

U G

H T

O N

C O

U N

T Y

C T

E N

O : 7

E X

N O

: 5

25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019

40200 80

E S

NCONTRACTOR REGRADE

ROAD PER DETAIL ON SHEET C17.

REGRADING TO BE COMPLETED

LAST JUST PRIOR TO DEMOBILIZATION

NOTE:

- CAREFULLY GRADE ROAD FLUSH WITH EXISTING MANHOLES.

- ALL UTILITIES SHOWN FOR REFERENCE ONLY.

- WORK THIS SHEET IS INCLUDED AS BID ALTERNATE 5.

END REGRADING

82+77 +/-

90% OWNER REVIEW Nov. 15, 2021

Insert from: "16069-McLain SP_Civil Plans_2-24-22 (2).pdf"

Sheets and Views

Notes Phase III C17

Insert from: "Layout Phase III-East Phase III C12.pdf"

Sheets and Views

East Phase III C12

Insert from: "Layout Phase III-East Phase III C13.pdf"

Sheets and Views

East Phase III C13

Insert from: "16069-Notes-Notes Phase III C17.pdf"

Sheets and Views

Notes Phase III C17

Insert from: "4229 E-1 Redline Corrections.pdf"

Sheets and Views

4229 E-1 Redline Corrections

Insert from: "4229 E-2 Redline Corrections.pdf"

Sheets and Views

4229 E-2 Redline Corrections

Insert from: "Layout Phase III-East Phase III C9_4-14-22.pdf"

Sheets and Views

East Phase III C9

Insert from: "Misc_Details-Misc_Details Phase III - C21_4-14-22 (003).pdf"

Sheets and Views

Misc_Details Phase III - C21

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