M12-02386 -PENNY CREEK 10-10-22 REVIEW.pdf

PDF 2 MB Posted Nov 3, 2022

Attached to: 751/21232. ABG; Luce County - Culvert & Bridge Replacements
Solicitation number: RFQ - 171 - 230000000013
Issued by: Luce County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of construction plans and specifications for a culvert replacement project for the Michigan Department of Natural Resources (MDNR) in McMillan Township, Luce County, Michigan. The project involves the replacement of an existing bridge with a precast concrete box culvert, as well as associated site work such as excavation, slope protection, and trail transitions. The proposed culvert is an 8'x6'x24' precast concrete structure. Key dates include a 50% plan review on 09/05/22, a 90% plan review on 10/04/22, and a 100% plan review on 10/10/22. The contract is being managed by the Michigan Department of Technology, Management & Budget (DTMB).

The project requires the contractor to coordinate with utility companies for temporary and permanent relocations, as well as comply with sedimentation and soil erosion control requirements. The contractor is responsible for providing a crossing structure that can handle HS-25 loading and a clearance width of 14 feet. Clearing and grubbing, excavation, and backfilling are included in the lump sum contract price. Funding for the project is from state sources, but the document does not specify the amounts.

View the file

Other files

File	Type	Posted
M12-02386 -OTTO BRANDT K-RAIL.10-10-22 REVIEWpdf.pdf	PDF	Nov 3, 2022
M12-02386 -LINTON 10-10-22 REVIEW.pdf	PDF	Nov 3, 2022
M12-02386 -CROSSING MAP 10-10-22 REVIEW.pdf	PDF	Nov 3, 2022
DC Spec 21232.pdf	PDF	Nov 3, 2022
Addendum No. 2 Final.pdf	PDF	Nov 3, 2022
Addendum No. 1 LINTON FINAL.pdf	PDF	Nov 3, 2022
M12-02386 -SAVAGE CREEK k rail 10-10-22 REVIEW.pdf	PDF	Nov 3, 2022
Advertisment 21232.pdf	PDF	Nov 3, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION

LUCE COUNTY

MICHIGAN DEPT. OF TECHNOLOGY, MANAGEMENT & BUDGET

PENNY CREEK CROSSING

MCMILLAN TOWNSHIP, MICHIGAN

FILE NO.: 751/21232.ABG

GENERAL PLAN AND PROFILE

INDEX OF SHEETS

C101

NUMBER SHEET NAME

CONTACT LIST:

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.: 751/21232.ABG

PROJECT TITLE SHEETG100

LUCE COUNTY ROAD VICINITY MAP

T N

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

2 3 4 5

N Y

C R

A N

F N

R A

L R

U R

N R

/0 5/

-0

PROJECT

TITLE

SHEET

G100

N R

/0 4/

0% P

N Y

C R

A N

F N

R A

L R

U R

M C

T O

W N

, M

A N

P M

-0

B-

N C

K C

T\ D

W G

N N

Y\ M

-0

-P

N Y

C R

D W

C U

T R

C U

T R

CULVERT DETAILSC501

DETAILSC502

GENERAL NOTES:

35 36

MAYE CR.

20 21 22 23

2627282930

32 33 34 35

T48N,R8W

PENNY CREEK RD.

N. BR. PENNY CR.

11 12

23456

7 8 9 10 11

1415161718

19 20 21 22 23

WEST

BRANCH

TAHQUAM

ENON RIVER

C H

A R

C O

A L

G R

A D

NORTH BRANCH

LINTON CREEK

O'KEEFE CREEK

PENNY CREEK

ATWOOD CREEK

FREEMAN

CREEK

SAVAGE CREEK

BAIRD CREEK

GIMLET CREEK

PENNY CREEK

N. BR. PENNY

CREEK

PENNY CREEK

POPPS CREEK

SCHOUTS CREEK

SECTION 5 T47N, R8W

PROJECT LOCATION

LUCE COUNTY

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text PROFESSIONAL SERVICE CONTRACTOR JEREMY GAGNON PROJECT MANAGER U.P. ENGINEERS & ARCHITECTS, INC 707 ASHMUN STREET SAULT STE. MARIE, MICHIGAN 49783 (906) 635-0511 JGAGNON@UPEA.COM

AutoCAD SHX Text DTMB PROJECT DIRECTOR ALAN B. GOSCHKA MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

AutoCAD SHX Text

MDNR PENNY CREEK KEITH MAGNUSSON MICHIGAN DEPARTMENT OF NATURAL RESOURCES

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE PROPOSAL AND SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. IN THE CASE OF TECHNICAL SPECIFICATION CONFLICTS, THE MDOT STANDARDS SPECIFICATIONS FOR CONSTRUCTION OVERRIDES UNLESS AUTHORIZED BY ENGINEER. THE PROP. IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH AASHTO: A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2018. THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROP. WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE PROJECT ENGINEER. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES. DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. THE WORK COVERED BY THESE PLANS INCLUDES EXCAVATION, CONSTRUCTION OF PROP. PRE-ENGINEERED CULVERT AND FOOTING SYSTEM, PLACING STRUCTURE BACKFILL, SLOPE PROTECTION, CONSTRUCTION OF APPROACHES TO THE LIMITS SHOWN, REMOVAL OF EXISTING TEMP. BRIDGE, AND PLACING RIP RAP. THE STATIONING AS SHOWN ON THESE PLANS FOR THE INTERSECTION OF THE CENTERLINE OF THE CULVERT AND TRAIL CENTERLINE IS BELIEVED TO BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT, IT SHALL BE REPORTED TO THE ENGINEER. CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND THE UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON THE PLANS, THEY ARE TO BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS OR SPECIAL DETAILS GIVEN OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED. CONTRACTOR TO PROVIDE CULVERT OUT ROAD CLOSED SIGNAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE FEDERAL, STATE, LOCAL AND TRIBAL LAWS. CONTRACTOR REQUIRED TO PROVIDE A CROSSING STRUCTURE THAT CAN HANDLE HS-25 LOADING UNDER THE PROP. DESIGN AND A CLEARANCE WIDTH OF 14' ACCESS ROADS TO PROJECT USED BY THE CONTRACTOR SHALL BE MAINTAINED AND REPAIRED TO EXISTING OR BETTER CONDITION. CONTRACTOR SHALL PROVIDE VIDEO DOCUMENTATION OF EXISTING CONDITIONS AND PROVIDE TO ENGINEER PRIOR TO START OF THE CONTRACT WORK..

AutoCAD SHX Text

ISLAND LAKE

BENCHMARK DATA

CONTROL POINT DATA

LEGEND

GENERAL NOTES:

A2 GENERAL PROFILE

C2 GENERAL PLAN OF SITE

SITE DEMOLITION NOTES:

T N

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

2 3 4 5

N Y

C R

A N

F N

R A

L R

U R

N R

/0 5/

-0

GENERAL

PLAN AND

PROFILE

C101

N R

/0 4/

0% P

N Y

C R

A N

F N

R A

L R

U R

M C

T O

W N

, M

A N

P M

-0

B-

N C

K C

T\ D

W G

N N

Y\ M

-0

-P

N Y

C R

D W

C U

T R

C U

T R

EXISTING

SUMMARY OF HYDRAULIC ANALYSIS

PROP.

A4 CULVERT PROFILE

EXISTING BRIDGE PHOTOS

AutoCAD SHX Text

PROP. AGGREGATE SURFACE COURSE

AutoCAD SHX Text

EXCAVATION, EARTH

AutoCAD SHX Text

BACKFILL, CIP (MDOT CL II)

AutoCAD SHX Text

CULVERT BEDDING, MDOT 6A AGGREGATE WRAPPED IN GEOTEXTILE FABRIC

AutoCAD SHX Text PROP. 8'x6'x24' PRECAST CONCRETE BOX CULVERT

AutoCAD SHX Text

PROP. GRADE

AutoCAD SHX Text

EXISITNG GRADE

AutoCAD SHX Text

WATER ELEVATION = 722.48 OBSERVED ON 07/14/2022

AutoCAD SHX Text Q

AutoCAD SHX Text

AutoCAD SHX Text =771.34

AutoCAD SHX Text

PROP. 12" RIPRAP, PLAIN

AutoCAD SHX Text GRADE AND BLEND TO MEET EXISTING GRADE WITHIN 25 FT TRAIL TRANSITION SHOWN ON PLAN (TYP. BOTH ENDS)

AutoCAD SHX Text 2%

AutoCAD SHX Text

CULVERT BEDDING, 6A WRAPPED IN GEOTEXTILE

AutoCAD SHX Text

PROP. PLAIN RIPRAP & GEOTEXTILE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROP. AGGREGATE SURFACE COURSE

AutoCAD SHX Text

REGRADE TO ENSURE PROPER FLOW (TYP.)

AutoCAD SHX Text

PROP. BARRIER RAILING

AutoCAD SHX Text

(30 LF EACH SIDE)

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

EXISTING R.O.W.

AutoCAD SHX Text

EXISTING TREE LINE

AutoCAD SHX Text

EXISTING EDGE OF TRAIL

AutoCAD SHX Text

EXISTING CENTERLINE

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text

SB-1

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

HORIZ.:

AutoCAD SHX Text

VERT.:

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text 1" = 5'

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

1. ALL REMOVED MATERIALS FROM THE SITE BECOME THE PROPERTY OF THE CONTRACTOR WITH EXCEPTION TO THOSE ALL REMOVED MATERIALS FROM THE SITE BECOME THE PROPERTY OF THE CONTRACTOR WITH EXCEPTION TO THOSE MATERIALS CLAIMED BY A UTILITY'S RESPECTIVE UTILITY COMPANY OR OWNER. 2. ALL REMOVALS AND TRANSPORTATION OF THE REMOVED ITEMS SHALL BE DONE IN ACCORDANCE WITH THE ALL REMOVALS AND TRANSPORTATION OF THE REMOVED ITEMS SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND ALL LOCAL, STATE, AND FEDERAL LAWS. 3. REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO BE INCLUDED IN THE LUMP SUM CONTRACT. REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO BE INCLUDED IN THE LUMP SUM CONTRACT. 4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. 5. ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6. PROPERTY BOUNDARIES ARE FOR REPRESENTATION PURPOSES ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. PROPERTY BOUNDARIES ARE FOR REPRESENTATION PURPOSES ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. 7. SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR TO FILLING AND CONSTRUCTION.SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR TO FILLING AND CONSTRUCTION.

AutoCAD SHX Text

DRAINAGE AREA DETERMINED BY EGLE = 0.83 SQUARE MILES

AutoCAD SHX Text

AT SURFACE

AutoCAD SHX Text

UPSTREAM FACE

AutoCAD SHX Text

OF STRUCTURE

AutoCAD SHX Text

WATER ELEVATION

AutoCAD SHX Text

DISCHARGE

AutoCAD SHX Text

CUBIC FT/SEC

AutoCAD SHX Text

50-YEAR

AutoCAD SHX Text

100-YEAR

AutoCAD SHX Text

FLOOD

AutoCAD SHX Text

DATA

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

CHANGE IN

AutoCAD SHX Text

UPSTREAM

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

WATER SURFACE

AutoCAD SHX Text

ELEVATION FROM

AutoCAD SHX Text

FACE OF STRUCTURE

AutoCAD SHX Text

WATER ELEVATION

AutoCAD SHX Text

UPSTREAM FACE

AutoCAD SHX Text

OF STRUCTURE

AutoCAD SHX Text

AT SURFACE

AutoCAD SHX Text

(FEET)

AutoCAD SHX Text

FT/S

AutoCAD SHX Text

VELOCITY IN

AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text

CHANNEL IN

AutoCAD SHX Text

FT/S

AutoCAD SHX Text

CHANNEL IN

AutoCAD SHX Text

DOWNSTREAM

AutoCAD SHX Text

VELOCITY IN

AutoCAD SHX Text

SQUARE FEET

AutoCAD SHX Text

BELOW W.S.

AutoCAD SHX Text

PROVIDED IN

AutoCAD SHX Text

WATERWAY AREA

AutoCAD SHX Text

NOTE: ELEVATIONS ARE ALL FROM LOCAL DATUM

AutoCAD SHX Text

AutoCAD SHX Text 724.79

AutoCAD SHX Text 724.17

AutoCAD SHX Text 5.00

AutoCAD SHX Text 5.37

AutoCAD SHX Text 723.84

AutoCAD SHX Text 723.15

AutoCAD SHX Text 3.74

AutoCAD SHX Text 3.55

AutoCAD SHX Text 51.68

AutoCAD SHX Text 41.97

AutoCAD SHX Text -0.95

AutoCAD SHX Text -1.02

AutoCAD SHX Text

1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY AND PERMANENT RELOCATIONS FOR CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY AND PERMANENT RELOCATIONS FOR CONSTRUCTION OPERATIONS SUCH THAT UTILITIES DO NOT INTERFERE WITH THE TEMPORARY OR PERMANENT WORK TO BE COMPLETED. 3. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION OF WATER WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION OF WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION. 4. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING OR PROP. STRUCTURE. IF DEBRIS MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING OR PROP. STRUCTURE. IF DEBRIS FALLS INTO THE WATERWAY IT SHALL BE REMOVED WITHIN 24 HOURS. SINCE DISTURBANCE OF THE WATERWAY BOTTOM MAY BE AS HARMFUL AS THE DEBRIS ITSELF, THE PREVENTIVE MEASURES MUST BE MADE AS EFFECTIVE AS POSSIBLE. 5. DATUM IS A LOCAL DATUM DATUM IS A LOCAL DATUM 6. SEDIMENTATION AND SOIL EROSION CONTROL REQUIRED FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE "MICHIGAN SEDIMENTATION AND SOIL EROSION CONTROL REQUIRED FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE "MICHIGAN SOIL AND SEDIMENTATION CONTROL PART 91 OF PA 451, 1994, AND MDOT SECTION 208 STANDARD SPECIFICATIONS FOR CONSTRUCTION, (2012 EDITION). ALL ITEMS REQUIRED FOR SOIL EROSION CONTROL OF THIS PROJECT ARE INCLUDED IN PROJECT. SOIL EROSION CONTROL PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBMITTED FOR AGENCY APPROVAL 7. PROP. WORK SHALL BE COMPLETED UNDER DRY CONDITIONS. CONTRACTOR TO PROVIDE FLUME OR BYPASS PUMPING AND PROP. WORK SHALL BE COMPLETED UNDER DRY CONDITIONS. CONTRACTOR TO PROVIDE FLUME OR BYPASS PUMPING AND ALL DE-WATERING OF AREA AS NECESSARY TO FINISH THE WORK. TYPICAL BMPS SUCH AS FILTER BAGS, CHECK DAMS, AND SEDIMENTATION BASINS - ETC. BEYOND DEPICTED SILT FENCING SHALL BE INCLUDED AS REQUIRED TO OBTAIN REQUIRED SESC PERMITS. CONTRACTOR TO PROVIDE PLAN FOR DEWATERING AT PRE-CONSTRUCTION MEETING. 8. CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL TREES AND STUMPS WITHIN THE SLOPE STAKE LINES REGARDLESS OF CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL TREES AND STUMPS WITHIN THE SLOPE STAKE LINES REGARDLESS OF SIZE. TREE AND STUMP REMOVAL SHALL BE INCLUDED IN CONTRACTOR'S PRICE. MATERIALS CAN BE DISPOSED OF WITHIN THE CLEAR CUT AREA UTILIZED FOR STAGING. MATERIALS DISPOSED OF IN SUCH A MANNER WILL BE DISPERSED AROUND THE AREA AND STUMPS SHALL BE PLACED ROOTS DOWN. ALL TREE REMOVAL MUST BE APPROVED BY DNR. 9. IMMEDIATELY AFTER THE CONSTRUCTION IS COMPLETED, SLOPE PROTECTION AND SEEDING OR SODDING SHALL BE PLACED IMMEDIATELY AFTER THE CONSTRUCTION IS COMPLETED, SLOPE PROTECTION AND SEEDING OR SODDING SHALL BE PLACED ON ADJACENT EMBANKMENT SLOPES. 10. THE WATER SURFACE ELEVATIONS SHOWN ON THE HYDRAULIC TABLE ARE TO BE USED FOR COMPARISON PURPOSES ONLY THE WATER SURFACE ELEVATIONS SHOWN ON THE HYDRAULIC TABLE ARE TO BE USED FOR COMPARISON PURPOSES ONLY AND ARE NOT TO BE USED FOR ESTABLISHING A REGULATORY FLOODPLAIN. THE ELEVATIONS MAY BE USED, PROVIDED THEY ARE VERIFIED WITH THE LAND AND WATER MANAGEMENT DIVISION, MICHIGAN DEPARTMENT OF ENVIRONMENTAL, GREAT LAKES AND ENERGY. 11. TRAFFIC DOES NOT NEED TO BE MAINTAINED ON THE CAMP 7 ROAD; DURING REMOVAL AND INSTALLATION OF PROP. TRAFFIC DOES NOT NEED TO BE MAINTAINED ON THE CAMP 7 ROAD; DURING REMOVAL AND INSTALLATION OF PROP. STRUCTURE AND GRADING. CONTRACTOR TO PROVIDE ADVANCED WARNING SIGNAGE THAT BRIDGE IS OUT AT THE INTERSECTION OF M123 AND CAMP 7 ROAD AND AT CAMP 7 ROAD AND HALIFAX TRAIL. CONTRACTOR TO VERIFY THAT THE CHARCOAL GRADE IS OPEN AND PASSABLE PRIOR TO CLOSING THIS ROUTE TO TRAFFIC. SIGNAGE TO CONFORM TO MDOT 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND APPLICABLE STANDARD DETAILS. TYPE III BARRICADES (LIGHTED) WILL BE UTILIZED ON EACH SIDE OF STRUCTURE LOCATED NEAR CONSTRUCTION LIMITS. SEE LOCATION MAP ON G001 FOR SOME, BUT NOT LIMITED TO ,LOCATIONS OF WARNING SIGNAGE 12. ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE APPROVED ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE APPROVED IN ADVANCE BY ENGINEER. 13. STAGING AREA SHALL BE AGREED UPON PRIOR TO THE START OF CONSTRUCTION WITH WRITTEN APPROVAL FROM THE STAGING AREA SHALL BE AGREED UPON PRIOR TO THE START OF CONSTRUCTION WITH WRITTEN APPROVAL FROM THE ENGINEER, CONTRACTOR MAY UTILIZE TRAIL SHOULDERS AND AREAS BEHIND PROP. BARRICADES. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED WITH TOPSOIL, SEED, MULCH AND FERTILIZER AS REQUIRED TO RETURN IT TO EQUAL OR BETTER CONDITION TO EXISTING. SILT FENCE WILL BE REQUIRED AROUND STAGING AREA IF UTILIZED. 14. ALL GEOTEXTILE FABRIC @ RIPRAP AND STONES IS TO BE MIRAFI 500X OR APPROVED EQUAL ALL GEOTEXTILE FABRIC @ RIPRAP AND STONES IS TO BE MIRAFI 500X OR APPROVED EQUAL 15. SUBSTRUCTURE CONCRETE SHALL CONFORM TO MDOT GRADE S1 (4000 PSI) SUBSTRUCTURE CONCRETE SHALL CONFORM TO MDOT GRADE S1 (4000 PSI) 16. ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT TO RESTORATION AND STABILIZATION, INCLUDING ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT TO RESTORATION AND STABILIZATION, INCLUDING BUT NOT LIMITED TO 4" TOPSOIL, SEED, MULCH AND FERTILIZER. 17. CONTRACTOR TO VERIFY CHARCOAL GRADE TRAIL IS IN PASSABLE CONDITION PRIOR TO CAMP 7 TRAIL CLOSURECONTRACTOR TO VERIFY CHARCOAL GRADE TRAIL IS IN PASSABLE CONDITION PRIOR TO CAMP 7 TRAIL CLOSURE

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

PROJECT LIMITS

AutoCAD SHX Text

APPROX. EXCAVATION LIMITS

AutoCAD SHX Text PROP. 8x6'x24' PRECAST CONC. BOX CULVERT w/PRECAST WINGWALLS

AutoCAD SHX Text

PROP. PLAIN RIPRAP AND GEOTEXTILE FABRIC (TYP.)

AutoCAD SHX Text

PROP. TREE CLEARING LIMITS, AS NEEDED TO INSTALL PROP. WORK (TYP.)

AutoCAD SHX Text

PROP. AGGREGATE SURFACE COURSE

AutoCAD SHX Text

PROP. SILT FENCE (TYP.)

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

HORIZ.:

AutoCAD SHX Text

VERT.:

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text 1" = 5'

AutoCAD SHX Text

PROP. EDGE OF GRAVEL

AutoCAD SHX Text

OM-3L

AutoCAD SHX Text

OM-3R

AutoCAD SHX Text 13'x30' STEEL TEMPORARY STRUCTURE (TO BE REMOVED & SALVAGED FOR DNR. DELIVER TO NEWBERRY DNR FIELD STATION. COORDINATE WITH DNR CONTACT)

AutoCAD SHX Text

OM-3R

AutoCAD SHX Text

OM-3L

AutoCAD SHX Text

PROPOSED BARRIER RAILING 30 LF (TYP.) TAPER END SECTION 3'± EA QUAD

AutoCAD SHX Text

PROP. CROSSING WARNING SIGNAGE (TYP.) COORDINATE WITH DNR FOR EXACT LOCATIONS

AutoCAD SHX Text 13'x40' STEEL TEMPORARY STRUCTURE (TO BE REMOVED & SALVAGED FOR DNR. DELIVER TO NEWBERRY DNR FIELD STATION. COORDINATE WITH DNR CONTACT)

AutoCAD SHX Text

SLOPE RESTORATION ON ALL DISTURBED AREAS (TYP.)

PROP. ROAD TO BE CONSTRUCTED PER C3/C502

T N

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

2 3 4 5

N Y

C R

A N

F N

R A

L R

U R

N R

/0 5/

-0

CULVERT

DETAILS

C501

N R

/0 4/

0% P

N Y

C R

A N

F N

R A

L R

U R

M C

T O

W N

, M

A N

P M

-0

B-

N C

K C

T\ D

W G

N N

Y\ M

-0

-P

N Y

C R

D W

C U

T R

C U

T R

C2 WINGWALL PLAN (UPSTREAM)

B2 WINGWALL ELEVATION (UPSTREAM)

C3 WINGWALL PLAN (DOWNSTREAM)

B4 WINGWALL ELEVATION (DOWNSTREAM) B5 BARRIER RAIL DETAILS

AutoCAD SHX Text

CULV BEDDING, BOX CULV, WRAPPED IN GEOTEXTILE FABRIC

AutoCAD SHX Text

12" THICK HEADWALL

AutoCAD SHX Text

PROP. UPSTREAM CULVERT INV. 718.60

AutoCAD SHX Text

PRECAST INTEGRAL HEADWALL

AutoCAD SHX Text 722.00

AutoCAD SHX Text

CULV, PRECAST CONC BOX, 8 FOOT BY 6 FOOT

AutoCAD SHX Text

CULV BEDDING, BOX CULV, WRAPPED IN GEOTEXTILE FABRIC

AutoCAD SHX Text

12" THICK HEADWALL

AutoCAD SHX Text

PROP. UPSTREAM CULVERT INV. 718.40

AutoCAD SHX Text 722.00

AutoCAD SHX Text

CULV, PRECAST CONC BOX, 8 FOOT BY 6 FOOT

AutoCAD SHX Text

CULV, PRECAST CONC BOX, 8 FOOT BY 6 FOOT

AutoCAD SHX Text

CULV, PRECAST CONC BOX, 8 FOOT BY 6 FOOT

AutoCAD SHX Text

PRECAST INTEGRAL HEADWALL

AutoCAD SHX Text 4x8 TREATED RAILS

AutoCAD SHX Text 7' LONG GALV. W6x9 STEEL POST @ 6'-0" O.C.

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

AGGREGTE TRAIL SURFACE

AutoCAD SHX Text

BASE PLATE SEE DETAIL

AutoCAD SHX Text

WASHER PLATE SEE DETAIL

AutoCAD SHX Text 78" ANCHOR BOLT LENGTHAS REQUIRED w/WASHERS & NUT (TYP.)

AutoCAD SHX Text

GALVANIZED WASHERS FOR LEVELING UNDER BASE PLATE

AutoCAD SHX Text

1" HOLE DRILLED THROUGHCULVERT SLAB

AutoCAD SHX Text W6x9 STEEL POST

AutoCAD SHX Text 316"

AutoCAD SHX Text

1" HOLE (TYP.)

AutoCAD SHX Text

%%UBASE PLATE

AutoCAD SHX Text

%%UWASHER PLATE

AutoCAD SHX Text

NOTE: ALL POSTS TO BE SPACED @ 6'-0" O.C. (TYP.)

AutoCAD SHX Text 4x8 TREATED RAIL PLUMB CUT AT ENDS

AutoCAD SHX Text

12" GALV. STEEL ANCHOR BOLTS

AutoCAD SHX Text W6x9 STEEL POST (DRIVEN)

AutoCAD SHX Text NOTE:ALL MATERIALS ARE TO BE COMPLIANT WITH MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION

AutoCAD SHX Text 4x8 TREATED RAILS

AutoCAD SHX Text 7' LONG GALV. W6x9 STEEL POST @ 6'-0" O.C.

AutoCAD SHX Text 2%%%

AutoCAD SHX Text

AGGREGTE TRAIL SURFACE

AutoCAD SHX Text

SCALE: 3/8" = 1'-0'

AutoCAD SHX Text

SCALE: 3/8" = 1'-0'

AutoCAD SHX Text

SCALE: 3/8" = 1'-0'

AutoCAD SHX Text

SCALE: 3/8" = 1'-0'

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

T N

B Y:

w w w .u pe a.

co m

O R

1 2 3 4 5

2 3 4 5

N Y

C R

A N

F N

R A

L R

U R

N R

/0 5/

-0

DETAILS

C502

N R

/0 4/

0% P

N Y

C R

A N

F N

R A

L R

U R

M C

T O

W N

, M

A N

P M

-0

B-

N C

K C

T\ D

W G

N N

Y\ M

-0

-P

N Y

C R

D W

C U

T R

C U

T R

B4 TYPICAL CHECK DAM

C4 TYPICAL MULCH BLANKET

A1 DEWATERING TYPICAL A3 SILT FENCE TYPICAL

A2 STRAW BALE CHECK

SIDE AND TOP HEADERTOE HEADER

C1 RIPRAP HEADER DETAILS C3 TRAIL TYPICAL DETAIL

B4 SIGNAGE/POST DETAIL

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR SECURELY.

AutoCAD SHX Text WHEN BLANKETS ARE USED IN FLOWING DITCH, BLANKETS SHOULD NOT OVERLAP IN DITCH CENTER PARALLEL TO FLOW.

AutoCAD SHX Text

OVERLAP END OF UPSLOPE BLANKET 12" OVER DOWNSLOPE BLANKET. SECURE WITH STAPLES

AutoCAD SHX Text 4"

AutoCAD SHX Text OVERLAP BLANKETS SIDE BY SIDE USING A 4" OVERLAP WITH UPSLOPE BLANKET LAID OVER DOWNSLOPE BLANKET

AutoCAD SHX Text

BURY UPSLOPE END OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP

AutoCAD SHX Text

BURY TOE OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP

AutoCAD SHX Text

STAPLES INSTALLED/SECURED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

AutoCAD SHX Text

WHERE POSSIBLE, CONSTRUCT WITH BIODEGRADABLE MATERIAL.

AutoCAD SHX Text

STAKES/STAPLES

AutoCAD SHX Text

COMPACTED AREA

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 18"

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE

AutoCAD SHX Text

4" TO 8" STONE

AutoCAD SHX Text

%%UCROSS SECTION

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

%%UPROFILE

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE

AutoCAD SHX Text

%%UPROFILE

AutoCAD SHX Text X

AutoCAD SHX Text 2X

AutoCAD SHX Text

1:2 OR FLATTER

AutoCAD SHX Text

DITCH

AutoCAD SHX Text F

AutoCAD SHX Text L

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

CENTER DEPRESSED

AutoCAD SHX Text

NOTE: BASE WIDTH SHOULD BE AT LEAST 2X THE HEIGHT

AutoCAD SHX Text

VARIES WITH SLOPE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

BOTTOM OF CHANNEL

AutoCAD SHX Text

1' THICK LAYER 3/4" TO 1-1/2" CRUSHED AGGREGATE (WASHED)

AutoCAD SHX Text

4"-8" ROCK

AutoCAD SHX Text

SUBEXCAVATE BELOW FLOWLINE

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text

NON-WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

24"(MIN)

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

1:2 (TYP)

AutoCAD SHX Text

NON-WOVEN

AutoCAD SHX Text

GEOTEXTILE

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

SEDIMENT SUMP

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

STORMWATER INLET

AutoCAD SHX Text

DEWATERING PUMP

AutoCAD SHX Text

GEOTEXTILE BLADDER ON STRAW BALES

AutoCAD SHX Text

OUTLET POINT

AutoCAD SHX Text

GRAVEL FILTER BERM

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

GRAVEL FILTER AROUND BAG

AutoCAD SHX Text

DEWATERING INTO STABILIZED OUTLET

AutoCAD SHX Text

TYPICALLY 6" DISCHARGE PIPE

AutoCAD SHX Text

DEWATERING DISCHARGE

AutoCAD SHX Text

DEPRESSED OUTLET

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

STRAW BALES

AutoCAD SHX Text

PEA STONE (12" MIN. DEPTH)

AutoCAD SHX Text

DEWATERING AREA OR SEDIMENT BASIN

AutoCAD SHX Text

DEWATERING WITH OUTLET FILTER BAG

AutoCAD SHX Text

EROSION CONTROL

AutoCAD SHX Text

GRAVEL INLET PROTECTION

AutoCAD SHX Text

BALE STAKING DIAGRAM

AutoCAD SHX Text

TYPICAL STAKING PATTERN (2 STAKES PER BALE)

AutoCAD SHX Text

KEY BALE 4" INTO GRADE

AutoCAD SHX Text

SPACING 6-10' MAX.

AutoCAD SHX Text

1' MIN.

AutoCAD SHX Text

6" ANCHOR TRENCH

AutoCAD SHX Text

FENCE POSTS DRIVEN INTO GROUND 1' MIN.

AutoCAD SHX Text

SILT FENCE B

AutoCAD SHX Text

SILT FENCE A

AutoCAD SHX Text

FABRIC TO BE WRAPPED AROUND FENCE POST

AutoCAD SHX Text

1' MIN.

AutoCAD SHX Text

UNDISTURBED VEGETATION

AutoCAD SHX Text

GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISRUPTION

AutoCAD SHX Text

RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC

AutoCAD SHX Text

SHEET FLOW

AutoCAD SHX Text 6"x6" ANCHOR TRENCH

AutoCAD SHX Text

ROLL JOINTS

AutoCAD SHX Text

ROLL JOINT

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

2:1 SLOPE

AutoCAD SHX Text

2. BALES TO BE PLACED IN A ROW WITH THE

AutoCAD SHX Text

ENDS TIGHTLY ABUTTING. USE STRAW, ROCKS,

AutoCAD SHX Text

OR FILTER FABRIC TO FILL GAPS BETWEEN THE

AutoCAD SHX Text

BALES AND TAMP THE BACKFILL MATERIAL TO

AutoCAD SHX Text

PREVENT EROSION OR FLOW AROUND BALES.

AutoCAD SHX Text

SECTION B - B

AutoCAD SHX Text

SECTION A - A

AutoCAD SHX Text

1. THE STRAW BALES SHALL BE PLACED

AutoCAD SHX Text

ON SLOPE CONTOUR.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

WOODEN STAKE

AutoCAD SHX Text

OR REBAR DRIVEN

AutoCAD SHX Text

THROUGH BALE.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

EMBED STRAW

AutoCAD SHX Text

BALE 4" MIN.

AutoCAD SHX Text

INTO SOIL.

AutoCAD SHX Text

ANGLE STAKE TOWARD

AutoCAD SHX Text

PREVIOUS BALE TO

AutoCAD SHX Text

PROVIDE TIGHT FIT

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

"RIPRAP, PLAIN"

AutoCAD SHX Text

GEOTEXTILE AND HEADERS ARE INCLUDED IN THE ITEM

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

APPROX. RIVER

AutoCAD SHX Text

BOTTOM ELEV.

AutoCAD SHX Text

WRAP GEOTEXTILE

AutoCAD SHX Text

RIPRAP, PLAIN

AutoCAD SHX Text

RIPRAP, PLAIN

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

TRAIL

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

2% SLOPE

AutoCAD SHX Text

MDOT 21AA,MODIFIED AGGREGATE SURFACE COURSE, 6" DEPTH, CIP

AutoCAD SHX Text

SLOPE RESTORATION, TYPE B (4" TOPSOIL, SEED, MULCH, FERTILIZER) (TYP.)

AutoCAD SHX Text

EMBANKMENT, CIP

AutoCAD SHX Text

SIGNAGE PER PLAN

AutoCAD SHX Text 4x6 WOOD TREATED POST

AutoCAD SHX Text

BURY DEPTH

AutoCAD SHX Text

BURY DEPTH

AutoCAD SHX Text

BURY DEPTH

AutoCAD SHX Text

BURY DEPTH

AutoCAD SHX Text

BURY DEPTH

AutoCAD SHX Text

BURY DEPTH

SCALE: NTS

Sheets and Views

M12-02386 -PENNY CREEK-G100

M12-02386 -PENNY CREEK-C101

M12-02386 -PENNY CREEK-C501

M12-02386 -PENNY CREEK-C502

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