751_16043.JBB Phase 3 McLain SP Bidding 12-21-2021 Plans_Part 1.pdf
PDF 4 MB Posted
- Solicitation number
- RFQ 171 220000000304 3
- Issued by
- Houghton County, Michigan
About this file
This is a bidding document and construction plan set for F.J. McLain State Park Phase 3 Improvements, a project managed by the Michigan Department of Technology, Management and Budget (DTMB), State Facilities Administration, in coordination with the Department of Natural Resources. The project encompasses site improvements, mini-cabin relocation and renovations, and group cabin improvements located at F.J. McLain State Park in Hancock Township, Houghton County, Michigan. The scope of work includes resurfacing and regrading of circulation roads (Bid Alternate #4), relocation of four mini-cabins (Oaks, Pines, Aspens, and Cedars) with minor renovations to two additional mini-cabins (Hemlocks and Maples), renovation of the Birches rustic cabin with ADA site improvements, shoreline armoring, lagoon improvements, electrical service upgrades to all structures, site removals, and wastewater system modifications. The project design is based on the 2015 Michigan Building Code, with mini-cabins ranging from 161 to 167 square feet and the Birches cabin at 532 square feet. The bidding documents were issued December 21, 2021, with 90% owner review completed November 15, 2021, and a revised issue date of February 22, 2022.
The contractor is responsible for securing all required permits and paying associated fees, including Building, Mechanical, and Electrical permits from the Michigan Department of Licensing and Regulatory Affairs (LARA), privy permits from the Local Health Department, and compliance with the U.S. Army Corps of Engineers shoreline permit, with shoreline armoring work prohibited from beginning prior to October 1, 2022. A Michigan Department of Environment, Great Lakes and Energy (EGLE) campground permit has been secured by the owner, with all permit conditions becoming the contractor's responsibility. The project includes four designated bid alternates: Birches Cabin Renovation (Alternate #1), Electrical Plans for Mini Cabins (Alternate #2), Mini-Cabin Renovations (Alternate #3), Circulation Road Resurface and Regrading (Alternate #4), and Circulation Road Aggregate Resurfacing (Alternate #5). Design consultants Sanders & Czapski Associates, PLLC, and consulting engineers at Rhoades Engineering provide mechanical and electrical engineering services, with key project contacts identified from DTMB, Department of Natural Resources, and the consulting team.
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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
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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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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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C:\USERS\ROELLK\DESKTOP\PHASE III\OVERALL PHASE III.DWGFILE NAME :
M-203
LAKE SUPERIOR
OVERALL
SITE PLAN
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PROPOSED MINI CABIN
RELOCATION/RENOVATION
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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'
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C4 C5
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PHASE 3 IMPROVEMENTS AREA
C9
C16 & 17
90% OWNER REVIEW Nov. 15, 2021
Rev. Feb. 22, 2022
Bidding Dec. 21, 2021
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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
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PC: 54+51.84
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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:
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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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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 �ID 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
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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
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PT
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PT
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EX. 204' OF PVC 8-INCH @ 0.40%
EX. 291' OF PVC 8-INCH @ 0.40%
0.60% -0.40%
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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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MDOT 23A COMPACT AND 'RADE
ROAD PER DETAIL ON SHEET C17
NOTE:
- CAREFULLY 'RADE ROAD FLUSH WITH EXISTIN' MANHOLES.
- ALL UTILITIES SHOWN FOR REFERENCE ONLY.
- WORK THIS SHEET IS INCLUDED AS �ID ALTERNATE 5.
90% OWNER REVIEW Nov. 15, 2021
E
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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
PI
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K = 16.89
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VP
T
EL
.4
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
S A
N D
E R
S
C Z
A
PS
K I A
S S
O C
IA
T
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:
.2
.1
F ax
: 9
.2
.1 ww w.
S an de rs -C za ps ki.
co m
F
. M C
L A
IN
S
T A
T E
P A
R K
P+ A
O
V E
M E
N T
S
A
N C
O C
K T
O W
N S
IP
O
U
T
O N
C O
U N
T
M
IC
I* A
N
PR
O -E
C T
F
IL
E N
O : 7
/1
E
N O
: 5
25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019
40200 80
W
E
S
N
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 �ID 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 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
PI
: 6
4+
.3
PC
: 6
6+
.1
PT
: 6
6+
.4
617 618
4.
5.
5.
6.
6.
7.
7.
8.
8.
9.
9.
9.
0.
0.
0.
0.
1.
1.
1.
1.
2.
2.
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%
VP
C
ST
A
+7
5.
VP
C
EL
.4
VP
C
ST
A
+0
0.
VP
C
EL
.1
VP
I S
TA
6+
.0
VP
I E
L
8.
VP
I S
TA
9+
.0
VP
I E
L
2.
VP
T
ST
A
+2
5.
VP
T
EL
.2
VCL = 50.00
K = 54.35
VCL = 50.00
K = 23.15
2.00%
1.08%
VP
C
ST
A
+7
5.
VP
C
EL
.4
VP
C
ST
A
+0
0.
VP
C
EL
.1
VP
I S
TA
6+
.0
VP
I E
L
8.
VP
I S
TA
9+
.0
VP
I E
L
2.
VP
T
ST
A
+2
5.
VP
T
EL
.2
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
N D
E R
S
C Z
A
PS
K I A
S S
O C
IA
T
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:
.2
.1
F ax
: 9
.2
.1 ww w.
S an de rs -C za ps ki.
co m
F
. M C
L A
IN
S
T A
T E
P A
R K
P+ A
O
V E
M E
N T
S
A
N C
O C
K T
O W
N S
IP
O
U G
T
O N
C O
U N
T
M
IC
IG
A
N
PR
O -E
C T
F
IL
E N
O : 7
/1
�3
E
N O
: 5
�0
25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019
40200 80
W E
S
N
CONTRACTOR TO RE'RADE
ROAD PER DETAIL ON S,EET
C17. RE'RADIN' TO �E
CODPLETED LAST :UST PRIOR
TO DEDO�ILI�ATION
NOTE:
- CAREFULLY 'RADE ROAD FLUS, tIT, EXISTIN' DAN,OLES.
- ALL UTILITIES S,OtN FOR REFERENCE ONLY.
- tORK T,IS S,EET IS INCLUDED AS �ID ALTERNATE 5.
END A''RE'ATE RESURFACE
�E'IN RE'RADIN'
64+52 +ͬ-
90% OWNER REVIEW Nov. 15, 2021
W W
W W
W W
E E E E E E E E E
E E
E
E E
E E
E E
E E
E E
E E
WV
WV
WVWV
WVWV
W
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
PC
: 7
0+
.7
PC
: 7
4+
.7
PT
: 7
0+
.9
1.
2.
2.
2.
1.
1.
1.
1.
0.
0.
0.
0.
9.
9.
9.
9.
9.
9.
9.
9.
9.
9.
69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50
-1.08%
-0.40%
VP
C
ST
A
+0
0.
VP
C
EL
.1
VP
I S
TA
9+
.0
VP
I E
L
2.
VP
T
ST
A
+5
0.
VP
T
EL
.1
VCL = 50.00
K = 23.15
VP
C
ST
A
+2
5.
VP
C
EL
.2
VP
C
ST
A
+2
5.
VP
C
EL
.3
VP
I S
TA
1+
.0
VP
I E
L
0.
VP
I S
TA
3+
.0
VP
I E
L
9.
VP
T
ST
A
+7
5.
VP
T
EL
.9
VP
T
ST
A
+7
5.
VP
T
EL
.5
VCL = 50.00
K = 73.53 VCL = 50.00
K = 29.14
-1.08%
-0.40%
VP
C
ST
A
+0
0.
VP
C
EL
.1
VP
I S
TA
9+
.0
VP
I E
L
2.
VP
T
ST
A
+5
0.
VP
T
EL
.1
VCL = 50.00
K = 23.15
VP
C
ST
A
+2
5.
VP
C
EL
.2
VP
C
ST
A
+2
5.
VP
C
EL
.3
VP
I S
TA
1+
.0
VP
I E
L
0.
VP
I S
TA
3+
.0
VP
I E
L
9.
VP
T
ST
A
+7
5.
VP
T
EL
.9
VP
T
ST
A
+7
5.
VP
T
EL
.5
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
N D
E R
S
C Z
A
PS
K I A
S S
O C
IA
T
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:
.2
.1
F ax
: 9
.2
.1 ww w.
S an de rs -C za ps ki.
co m
F
. M C
L A
IN
S
T A
T E
P A
R K
P+ A
O
V E
M E
N T
S
A
N C
O C
K T
O W
N S
IP
O
U G
T
O N
C O
U N
T
M
IC
IG
A
N
PR
O -E
C T
F
IL
E N
O : 7
/1
�3
E
N O
: 5
�0
25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019
40200 80
W E
S
N
CONTRACTOR TO RE'RADE
ROAD PER DETAIL ON S,EET C17.
RE'RADIN' TO �E CODPLETED
LAST :UST PRIOR TO DEDO�ILI�ATION
NOTE:
- CAREFULLY 'RADE ROAD FLUS, WIT, EXISTIN' DAN,OLES.
- ALL UTILITIES S,OWN FOR REFERENCE ONLY.
- WORK T,IS S,EET IS INCLUDED AS �ID ALTERNATE 5.
90% OWNER REVIEW Nov. 15, 2021
SS
SS
E E E E
E E
E E E E E E
SS
SS
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
PC
: 7
4+
.7
9 PC
: 7 6+
.0
PC
: 7
7+
.2
PT
: 7
4+
.0
2 PT
: 7 6+
.7
PT
: 7
8+
.0
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
9.
9.
9.
0.
0.
0.
1.
1.
1.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
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%
VP
C
ST
A
+1
1.
VP
C
EL
.3
VP
C
ST
A
+5
8.
VP
C
EL
.7
VP
I S
TA
5+
.2
VP
I E
L
1.
VP
T
ST
A
+6
1.
VP
T
EL
.3
VCL = 50.00
K = 20.49 VCL = 50.00
K = 62.58VP
C
ST
A
+5
7.
VP
C
EL
.3
VP
I S
TA
3+
.0
VP
I E
L
9.
VP
I S
TA
6+
.9
VP
I E
L
0.
VP
T
ST
A
+7
5.
VP
T
EL
.5
VP
T
ST
A
+0
7.
VP
T
EL
.1
VCL = 50.00
K = 29.14
VCL = 50.00
K = 32.81
1.32% -1.13%
0.40%
VP
C
ST
A
+1
1.
VP
C
EL
.3
VP
C
ST
A
+5
8.
VP
C
EL
.7
VP
I S
TA
5+
.2
VP
I E
L
1.
VP
T
ST
A
+6
1.
VP
T
EL
.3
VCL = 50.00
K = 20.49 VCL = 50.00
K = 62.58VP
C
ST
A
+5
7.
VP
C
EL
.3
VP
I S
TA
3+
.0
VP
I E
L
9.
VP
I S
TA
6+
.9
VP
I E
L
0.
VP
T
ST
A
+7
5.
VP
T
EL
.5
VP
T
ST
A
+0
7.
VP
T
EL
.1
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
S
C Z
A
PS
K I A
S S
O C
IA
T
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:
.2
.1
F ax
: 9
.2
.1 ww w.
S an de rs -C za ps ki.
co m
F
. M C
L A
IN
S
T A
T E
P A
R K
P+ A
O
V E
M E
N T
S
A
N C
O C
K T
O W
N S
IP
O
U G
T
O N
C O
U N
T
M
IC
IG
A
N
PR
O -E
C T
F
IL
E N
O : 7
/1
�3
E
N O
: 5
�0
25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019
40200 80
W E
S
N
CONTRACTOR TO RE'RADE
ROAD PER DETAIL ON S,EET C17.
RE'RADIN' TO �E CODPLETED
LAST :UST PRIOR TO DEDO�ILI�ATION
NOTE:
- CAREFULLY 'RADE ROAD FLUS, tIT, EXISTIN' DAN,OLES.
- ALL UTILITIES S,OtN FOR REFERENCE ONLY.
- tORK T,IS S,EET IS INCLUDED AS �ID ALTERNATE 5.
90% OWNER REVIEW Nov. 15, 2021
E
E
E
E
SS
E
E
E
E
E
E
E
E
E
E
E E
E
78+00
79+00
80+00
81+00
+0
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
PC
: 8
1+
.1
PC
: 7
7+
.2
PT: 82+23.71
PT
: 7 8+
.0
0.
0.
0.
0.
0.
0.
0.
0.
0.
9.
9.
8.
8.
7.
7.
7.
7.
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%
ST
A
+7
7.
EL
.5
VP
C
ST
A
+5
8.
VP
C
EL
.7
VP
C
ST
A
+0
8.
VP
C
EL
.3
VP
I S
TA
8+
.4
VP
I E
L
0.
VP
I S
TA
0+
.4
VP
I E
L
0.
VP
T
ST
A
+0
8.
VP
T
EL
.7
VP
T
ST
A
+5
8.
VP
T
EL
.7
VCL = 50.00
K = 62.58
VCL = 50.00
K = 32.06
VP
C
ST
A
+5
0.
VP
C
EL
.9
VP
I S
TA
2+
.2
VP
I E
L
6.
VP
T
ST
A
+5
0.
VP
T
EL
.9
VCL = 100.00
K = 25.25
-0.40%
-1.96% 2.00%
ST
A
+7
7.
EL
.5
VP
C
ST
A
+5
8.
VP
C
EL
.7
VP
C
ST
A
+0
8.
VP
C
EL
.3
VP
I S
TA
8+
.4
VP
I E
L
0.
VP
I S
TA
0+
.4
VP
I E
L
0.
VP
T
ST
A
+0
8.
VP
T
EL
.7
VP
T
ST
A
+5
8.
VP
T
EL
.7
VCL = 50.00
K = 62.58
VCL = 50.00
K = 32.06
VP
C
ST
A
+5
0.
VP
C
EL
.9
VP
I S
TA
2+
.2
VP
I E
L
6.
VP
T
ST
A
+5
0.
VP
T
EL
.9
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
S
C Z
A
PS
K I A
S S
O C
IA
T
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:
.2
.1
F ax
: 9
.2
.1 ww w.
S an de rs -C za ps ki.
co m
F
. M C
L A
IN
S
T A
T E
P A
R K
P+ A
O
V E
M E
N T
S
A
N C
O C
K T
O W
N S
IP
O
U G
T
O N
C O
U N
T
M
IC
IG
A
N
PR
O -E
C T
F
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E N
O : 7
/1
�3
E
N O
: 5
�0
25% OWNER REVIEW Nov. 1, 2019 50% OWNER REVIEW Dec. 27, 2019
40200 80
W
E S
NCONTRACTOR RE'RADE
ROAD PER DETAIL ON S,EET C17.
RE'RADIN' TO �E CODPLETED
LAST :UST PRIOR TO DEDO�ILI�ATION
NOTE:
- CAREFULLY 'RADE ROAD FLUS, tIT, EXISTIN' DAN,OLES.
- ALL UTILITIES S,OtN FOR REFERENCE ONLY.
- tORK T,IS S,EET IS INCLUDED AS �ID ALTERNATE 5.
END RE'RADIN'
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 .