Sidnaw Creek AOP - Plans - DRAFT.pdf

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET

United States Department of Agriculture

Forest Service

T1 1/13

Traveling from Kenton, Michigan, take M-28 East for 9.4 mi. Turn left onto FR 2200 (Pequet Lake Rd) for 2.2 miles. Turn slight left onto FR 2210 (Markey Lake Rd) for 2.4 miles to the project site (T48N, R35W, Sec 19).

Lat: 46.546830° Long: -88.730615°

RECOMMENDED BY:

APPROVED:

COUNTY ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR

DATE

FOREST ENGINEER DATE

3/1 7/2

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G; R9 - EASTERN REGION

OTTAWA NATIONAL FOREST

KENTON RANGER DISTRICT

HOUGHTON COUNTY, MICHIGAN

SIDNAW CREEK AOP

INDEX OF SHEETS

SUB

SHEET

SHEET TITLE

SHEET

NO.

T1 TITLE SHEET 1

G1

GENERAL NOTES, DESIGN DATA AND

ESTIMATE OF QUANTITIES

G2 SITE LOCATION MAP 3

C1 EXISTING CONDITIONS 4

C2 ROAD PLAN AND PROFILE 5

C3 STRUCTURE PLAN AND PROFILE 6

C4 LONGITUDINAL PROFILE 7

C5 TYPICAL ROAD SECTIONS 8

C6 STREAM CROSS SECTIONS 9

C7 TYPICAL STREAMBED DETAILS 10

C8

CULVERT INSTALLATION

SPECIFICATIONS

M1 MISC. DETAILS 12

M2 DEWATERING TYPICAL 13

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

G1

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

GENERAL NOTES, DESIGN

DATA AND ESTIMATE

OF QUANTITIES

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

EASTERN REGION

R9

AutoCAD SHX Text STRUCTURE: STRUCTURE TO BE PRECAST CONCRETE BOX CULVERT WITH STEP BEVEL END SECTIONS : STRUCTURE TO BE PRECAST CONCRETE BOX CULVERT WITH STEP BEVEL END SECTIONS DESIGN: DESIGN STRUCTURE FOR HL-93 MICHIGAN MODIFIED LOADING IN ACCORDANCE WITH THE 9TH EDITION DESIGN STRUCTURE FOR HL-93 MICHIGAN MODIFIED LOADING IN ACCORDANCE WITH THE 9TH EDITION OF THE AASHTO LRFD STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES WITH CURRENT INTERIMS (REFER TO SPECIAL PROJECT SPECIFICATION 602). LOAD RATING: A LOAD RATING SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER USING A LOAD RATING SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER USING APPROVED SOFTWARE IN ACCORDANCE WITH THE 3RD EDITION OF THE AASHTO MANUAL FOR BRIDGE EVALUATION. TESTING: IN-PLANT TESTING MUST BE PERFORMED WHILE THE BOX CULVERT IS BEING BUILT PER MDOT IN-PLANT TESTING MUST BE PERFORMED WHILE THE BOX CULVERT IS BEING BUILT PER MDOT STANDARDS. DESIGN DATA: : ALLOWABLE BEARING PRESSURE: 2500 PSF LATERAL EARTH PRESSURES: 40 PCF (ACTIVE), 55 PCF (AT-REST), 300 PCF (PASSIVE) ALLOWABLE COEFFICIENT OF BASE SLIDING: 0.4 ROADWAY DESIGN SPEED: 30 MPH HYDROLOGY/HYDRAULICS: THIS STRUCTURE IS DESIGNED TO PASS THE 100-YEAR FREQUENCY FLOOD (Q100). THIS STRUCTURE IS DESIGNED TO PASS THE 100-YEAR FREQUENCY FLOOD (Q100).100).).

AutoCAD SHX Text GENERAL NOTES: SPECIFICATIONS: THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14 US CUSTOMARY UNITS) AS MODIFIED FOR : THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14 US CUSTOMARY UNITS) AS MODIFIED FOR THIS CONTRACT. GEOTECHNICAL REPORT: A GEOTECHNICAL REPORT IS AVAILABLE FOR THIS SITE AND WILL BE AVAILABLE AT CONTRACTORS REQUEST. : A GEOTECHNICAL REPORT IS AVAILABLE FOR THIS SITE AND WILL BE AVAILABLE AT CONTRACTORS REQUEST. UTILITIES: THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE. THERE IS KNOWN TELEPHONE LINES WITHIN THE PROJECT LIMITS (SEE SHEET C1). COORDINATE WITH UTILITY PROVIDER AND PROVIDE : THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE. THERE IS KNOWN TELEPHONE LINES WITHIN THE PROJECT LIMITS (SEE SHEET C1). COORDINATE WITH UTILITY PROVIDER AND PROVIDE PROTECTION OF THE EXISTING LINE ACCORDING TO THE UTILITY PROVIDER. IN-STREAM WORK WINDOW: JULY 1 TO SEPTEMBER 15 : JULY 1 TO SEPTEMBER 15 NOXIOUS WEED CONTROL: ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST. ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST. ARCHAEOLOGICAL SITES: SHOULD ARCHEOLOGICAL OR PALEONTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS IMMEDIATELY AND NOTIFY THE CO. SHOULD ARCHEOLOGICAL OR PALEONTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS IMMEDIATELY AND NOTIFY THE CO. SALVAGE: ALL EXISTING CULVERT MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. ALL EXISTING CULVERT MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. EXCAVATION: THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE APPLICABLE STANDARDS AND SUPPLEMENTAL SPECIFICATIONS. ANY EXCESS AND UNSUITABLE EXCAVATION THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE APPLICABLE STANDARDS AND SUPPLEMENTAL SPECIFICATIONS. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. REMOVAL IS INCIDENTAL TO PAY ITEM 20801. TOPSOIL: TOPSOIL SHALL BE STRIPPED FROM THE BASES OF FILL (OUTSIDE THE EXISTING CULVERT) TO A MINIMUM DEPTH OF 4" AND STOCKPILED AS DIRECTED BY THE CO. FINISHED SLOPES SHALL RECEIVE 2"-3" OF : TOPSOIL SHALL BE STRIPPED FROM THE BASES OF FILL (OUTSIDE THE EXISTING CULVERT) TO A MINIMUM DEPTH OF 4" AND STOCKPILED AS DIRECTED BY THE CO. FINISHED SLOPES SHALL RECEIVE 2"-3" OF TOPSOIL TO THE EXTENT ALLOWED BY EVEN DISTRIBUTION OF THE STOCKPILE. FOUNDATION FILL: REFER TO SPECIFICATION 208. REFER TO SPECIFICATION 208. TEMPORARY BYPASS: COMPLY WITH MICHIGAN DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. DEWATERING PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF CONSTRUCTION. COMPLY WITH MICHIGAN DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. DEWATERING PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF CONSTRUCTION. COMPLY WITH MICHIGAN DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. DEWATERING PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF CONSTRUCTION. TRAFFIC CONTROL PLAN: PLAN SHALL BE SUBMITTED FOR APPROVAL 30 DAYS IN ADVANCE OF CONSTRUCTION. SIGNING FOR TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES : PLAN SHALL BE SUBMITTED FOR APPROVAL 30 DAYS IN ADVANCE OF CONSTRUCTION. SIGNING FOR TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST VERSION. ALL TRAFFIC CONTROL SIGNS SHALL BE FURNISHED AND MAINTAINED AT THE CONTRACTORS EXPENSE. SIGN FOR ROAD CLOSURE, AND ROAD CLOSED AHEAD SILT FENCE: LOCATIONS OF SILT FENCE AND SEDIMENT BASINS SHALL BE APPROVED BY THE CO. REFER TO SUPPLEMENT SPECIFICATION IN 157. LOCATIONS OF SILT FENCE AND SEDIMENT BASINS SHALL BE APPROVED BY THE CO. REFER TO SUPPLEMENT SPECIFICATION IN 157. EROSION CONTROL MAT: INSTALL EROSION CONTROL MAT WITHIN 48 HOURS AFTER SEEDING. SEE SPECIFICATION 629. INSTALL EROSION CONTROL MAT WITHIN 48 HOURS AFTER SEEDING. SEE SPECIFICATION 629. STAGING AREAS: ALL STAGING AREAS SHALL BE APPROVED BY THE CO. ALL STAGING AREAS SHALL BE APPROVED BY THE CO. SPILL PREVENTION PLAN: PLAN SHALL BE SUBMITTED AND APPROVED BY THE CO PRIOR TO MOBILIZATION TO THE PROJECT SITE. ANY RE-FUELING SITE SHALL BE LOCATED AT LEAST 100 FEET AWAY FROM WATER. : PLAN SHALL BE SUBMITTED AND APPROVED BY THE CO PRIOR TO MOBILIZATION TO THE PROJECT SITE. ANY RE-FUELING SITE SHALL BE LOCATED AT LEAST 100 FEET AWAY FROM WATER. CONTAINMENT BERMS SHALL BE CONSTRUCTED AROUND ANY FUEL TANKS PLACED ON THE GROUND SURFACE. EROSION CONTROL: PLAN SHALL BE SUBMITTED 30 DAYS PRIOR TO CONSTRUCTION FOR APPROVAL BY THE CO. : PLAN SHALL BE SUBMITTED 30 DAYS PRIOR TO CONSTRUCTION FOR APPROVAL BY THE CO. DRAINAGE EXCAVATION: INCLUDES ALL EXCAVATION FOR DITCHES, SEDIMENT BASINS AND DITCH BLOCK. : INCLUDES ALL EXCAVATION FOR DITCHES, SEDIMENT BASINS AND DITCH BLOCK. UTILITIES: THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 53, 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.

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

G2

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

SITE LOCATION MAP

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

KENTON RANGER DISTRICT

4810 E. M28

KENTON, MI 49967

SIDNAW, MI

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EDGE OF WATER

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EXISTING 12' X 8' X 60'

PIPE ARCH TO BE REMOVED

F

EXISTING ROADWAY MATERIAL - AGGREGATE

POINT TABLE

POINT #

NORTHING

645175.17

646753.20

647894.90

647781.86

647805.37

647735.59

647902.45

647788.76

647841.36

647824.88

647826.54

647790.00

647721.37

EASTING

25813790.89

25812038.61

25811145.03

25811348.41

25811338.54

25811518.69

25811431.49

25811420.22

25811311.64

25811236.22

25811323.66

25811395.82

25811475.57

ELEVATION

1283.17

1277.11

1229.42

1221.07

1221.23

1225.88

1213.09

1222.91

1224.25

1224.75

1220.44

1221.25

1224.50

DESCRIPTION

CP1

CP2

CP-3

CP4

CP5

CP-6

CP-7

BM-100

BM-101

CP-102

CP-103

CP-104

CP-105

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

C1

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

EXISTING CONDITIONS

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

Feet

1"=60'

100500

GENERAL NOTES: CONTOURS SHOWN ARE APPROXIMATE AND ANY SPOT ELEVATION DATA GOVERNS REMOVE AND DISPOSE OF EXISTING 12' x 8' PIPE ARCH IN ACCORDANCE TO SPECIFICATIONS CONTROL DATUM AND ASSOCIATED POINT TABLE ARE REAL WORLD COORDINATES, MICHIGAN STATE PLANES, NORTH ZONE, US FOOT (CONTRACTOR TO VERIFY) ANY TREES DESIGNATED AS "LEAVE TREES" SHALL BE IDENTIFIED ON THE GROUND BY THE COR AND SHALL NOT BE HARMED DURING CONSTRUCTION ACTIVITIES. CONSTRUCTION EQUIPMENT SHALL BE CONFINED WITHIN THE CONSTRUCTION LIMITS OR APPROVED ELSEWHERE BY THE CO. STORAGE OF ALL EQUIPMENT AND MATERIALS ARE AT THE CONTRACTORS RISK AND A LOCATION APPROVED BY THE CO.

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STATION (FEET)

ROAD-CL VIEW

WITH STREAM ELEVATIONS

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+79

S T

B

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PVI STA: 3+30.00

PVI ELEV: 1218.70

K: 20.00

LVC: 173.73

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E

V

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LP STA: 3+27.82

LP ELEV: 1220.59

EXISTING 12'x8'

PIPE ARCH

TO BE REMOVED

PROPOSED 20'x10'x64'

CONCRETE BOX CULVERT

TO BE CONSTRUCTED

ROAD STA 2+96.14

ELEV 1203.69

EXISTING ROAD CL

PROPOSED ROAD CL

AGGREGATE SURFACE

3+00

4+00

5+00

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T T

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STA 1+65.82

START ROAD CONST

STA 2+96.14

C/L NEW 20'x10'x64'

BOX CULVERT

STA 4+65.86

END ROAD CONST

DITCH NOTES:

1 INSTALL DITCH BLOCK AND DAYLIGHT DITCH TO FOREST

2 EXCAVATE 1/2 CY SEDIMENT BASIN WHERE STAKED AT

DITCH TERMINUS

SIGNS:

INSTALL FOUR OBJECT MARKERS OM-3R AND OM-3L AT

EDGES OF BOX CULVERT. ALIGN INSIDE EDGE OF OBJECT

MARKER WITH OUTSIDE EDGE OF TRAVELED WAY

F R

PLACED RIPRAP, CLASS 1

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

C2

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

ROAD PLAN AND PROFILE

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

Feet

1:600

100500

NOTES: DURING CONSTRUCTION THE CONTRACTOR SHALL ABIDE BY MANUFACTURER RECOMMENDATIONS FOR MINIMUM COVER ON TOP OF STRUCTURE BEFORE OPERATING HEAVY EQUIPMENT OVER STRUCTURE. 8" OF NEW MDOT 23A ROAD BASE SHALL BE ADDED AT THE STATIONS SPECIFIED ABOVE. COMPACTION SHALL BE THROUGH VIBRATORY ROLLER UNTIL VISIBLE DISPLACEMENT OF THE MATERIAL CEASES FOR SURFACE ROAD COMPACTION ONLY. PLACE PROPOSED STRUCTURE AT THE ELEVATIONS SHOWN ON ALL APPLICABLE DRAWINGS

END BANK RECONSTRUCTION

CR CLASS 2 ROCK

STA 6+73

END BANK RECONSTRUCTION

CR CLASS 2 ROCK

STA 6+60

END STREAM CONSTRUCTION

STA 7+47

TOP OF STREAMBANK

FILL

1.5' THICK CLASS 1 RIP RAP

END BANK RECONSTRUCTION

CR CLASS 2 ROCK

STA 4+97

TOP OF STREAMBANK

NOTE: SEE C-6 FOR

STREAM CROSS SECTIONS

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73°

NEW 20'x10'x64'

BOX CULVERT

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STATION (FEET)

LONG-PROFILE VIEW

3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00

RIP RAP CLASS 2 CUTOFF WALL

APPROXIMATELY 2'H x 20'W x 4'L

PLACED AT STATION 5+93

ON TOP OF GEOFABRIC

EXISTING 12' x 8'

PIPE ARCH TO

BE REMOVED

NEW 20' x 10' x 64'

CONCRETE BOX CULVERT

SET FLAT

GEOFABRIC

SEPARATION BASE

73'

GEOFABRIC WRAP

65'

18" OF ASTM D448 No. 4, WRAPPED WITH GEOFABRIC

RIP RAP CLASS 2 CUTOFF WALL

APPROXIMATELY 2'H x 20'W x 4'L

PLACED AT STATION 5+20

ON TOP OF GEOFABRIC

PIPE EMBEDMENT

CLASS 3

ELEVATIONS VARY

PROPOSED PIPE OUTLET

STA 5+88.23

ELEV 1203.69

NOTE: PIPE IS SET FLAT

AND STREAMBED INSIDE

PIPE IS 1.31%

PROPOSED PIPE INLET

STA 5+24.23

ELEV 1203.69

TAPERED END SECTIONS

2H:1V 10' LONG

12" TALL HEADWALLS

EXISTING SECTION

PROPOSED SECTION

POINT TABLE

POINT NORTHING EASTING ELEV

INVERT IN 647775.10 25811313.37 1203.69

INVERT OUT 647823.81 25811354.88 1203.69

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

C3

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

STRUCTURE

PLAN AND PROFILE

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

Feet

1:480

100500

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STATION (FEET)

LONG-PROFILE VIEW

WITH STREAM ELEVATIONS

VERTICAL EXAGGERATION = 5.000

3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00

TIE NEW CHANNEL

INTO EXISTING

STA 7+47

PIPE EMBEDMENT

DEPTH AT OUTLET = 1.5'

PIPE EMBEDMENT

DEPTH AT INLET = 2.3'

EXISTING STREAM BED,

RECONSTRUCT UP TO

PROPOSED STREAM BED

DOWNSTREAM OF PIPE

CONSTRUCT APPROXIMATELY

1.5' DEEP BY 30' LONG POOL SECTION

FROM STATION 6+15 TO 6+45

STA 6+13.22

ELEV 1204.83

STA 6+44.71

ELEV 1204.83

INTERIOR PIPE CONSTRUCTION,

SEE STREAMBED DETAILS

SHEET C6

TIE NEW CHANNEL

INTO EXISTING

STA 4+97

INLET EMBEDMENT

STA 5+24.23

ELEV 1206.00

OUTLET EMBEDMENT

STA 5+88.23

ELEV 1205.16

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

C4

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

LONG PROFILE

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

MATCH EXISTING WIDTH (17 FT)

CL FR 2210

CLASS 1 RIP RAP 1.5' THICK

SIDESLOPE OF

1.5 (H) : 1 (V)

CONSTRUCT 8" DEPTH

OF AGGREGATE SURFACE,

MDOT 23A

STRUCTURAL BACKFILL

8.5' 8.5'

3% 3%

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

C5

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

TYPICAL ROAD SECTION

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

ROAD CROSS SECTION-TYPICAL

E V

A T

I O

N

F

E E

T

OFFSET (FEET)

6+30.00

0 10 20 300-10-20-30

E L

E V

A T

I O

N

F

E E

T

OFFSET (FEET)

7+00.00

0 10 20 300-10-20-30

E L

E V

A T

I O

N

F

E E

T

OFFSET (FEET)

5+22.00

0 10 20 300-10-20-30

E L

E V

A T

I O

N

F

E E

T

OFFSET (FEET)

5+05.00

0 10 20 300-10-20-30

12.5'

23.0'

NEW THAL ELEV: 1203.4

EXIST THAL ELEV: 1201.7

NEW AND EXIST THAL ELEV: 1204.7

REPLACE WITH

DESIGN

STREAMBED

GRADATION

26.1'

23.0'

16.4'

REPLACE WITH

DESIGN

STREAMBED

GRADATION

NEW THAL ELEV: 1204.5

EXIST THAL ELEV: 1203.9

RIP RAP CLASS 2

CUTOFF WALL

APPROXIMATELY

2'H x 20'W x 4'L

RECONSTRUCTED

FLOODPLAIN

9' - 12' DOWNSTREAM

12'-16' UPSTREAM

16' - 19' DOWNSTREAM

19'-23' UPSTREAM

1.5H

1V MAX

EMBED TO 1201

2'-3' TYP

0.5'

CR CLASS 2

STREAMBED

SIMULATION ROCK

CLASS 3

23'

1.5H

1V MAX

RECONSTRUCTED

FLOODPLAIN

4'

TIE INTO EXIST

BANKS

AT ELEV 1207 (TYP)

CR CLASS 2

STREAMBED

SIMULATION ROCK

CLASS 3

EMBED TO ELEV 1201

12.5'

0.5'

SLOPE AT 0.5%

SLOPE AT 0.5%

RECONSTRUCTED

FLOODPLAIN

TIE INTO EXIST BANKS AT

ELEV 1207 DOWNSTREAM

ELEV 1209 UPSTREAM

(TYP)

SLOPE AT 0.5%

SLOPE AT 0.5%

16.4'

23'

1.5H

1V MAX

EMBED TO 1201

2'-3' TYP

0.5'

CR CLASS 2 BANKS

STREAMBED

SIMULATION ROCK

CLASS 3

RECONSTRUCTED

FLOODPLAIN

TIE INTO EXIST BANKS AT

ELEV 1209 (TYP)

SLOPE AT 0.5%

SLOPE AT 0.5%

CR CLASS 2 BOULDER CONSTRICTION

5 ROCKS, 9"-15" ABOVE STREAMBED

SEE DETAIL (TYP)

3/2 1/2

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

C6

11/2018

B. HEWITT

P. LANE

K. KLEIN

STREAM CROSS SECTIONS

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

STREAM CROSS SECTIONS

AutoCAD SHX Text

TYPICAL POOL CROSS SECTION

AutoCAD SHX Text

TYPICAL RIFFLE CROSS SECTION

BOULDER CONSTRICTION CROSS SECTION

SEE TABLE

1.5' TYP

KEY PIECES,

6" - 12" TYPICAL

CLASS 3 STREAMBED

SIMULATION ROCK

CR CLASS 0,

ANCHORED AND

PARTIALLY BURIED

2"-4"

TYP

CLASS 3 STREAMBED

SIMULATION ROCK

CLASS 2

CHANNEL

ROCK

KEY PIECES,

CLASS 0 ROCK

~1.5' HIGH BANKS

SLOPE 1H:1V

15'-17'

15'-17'

BETWEEN

BANKS

CR CLASS 2,

ANCHORED AND

PARTIALLY BURIED

9"-15"

TYP

3/2 1/2

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

C7

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

STREAMBED DETAILS

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

PIPE PLAN VIEW

AutoCAD SHX Text

STREAM FLOW

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text NOTE: SORT AND PLACE BOULDERS (CLASS 2 CHANNEL ROCK) ALONG BANK LINES (INTERIOR TO PIPE) ALONG THE LENGTH OF THE PIPE. STREAMBED SIMULATION CLASS 3 SHALL BE PLACED AS SHOWN ON THE TYPICALS TO CREATE THE STREAMBED THROUGH THE STRUCTURE.

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

EDGE OF CULVERT

AutoCAD SHX Text B

AutoCAD SHX Text

CLASS 2 CHANNEL ROCK, TYPICAL BOTH SIDES

AutoCAD SHX Text

CLASS 3 STREAMBED SIMULATION

AutoCAD SHX Text

KEY PIECES CLASS 0 ROCK, 6" TO 12", SEE TABLE

AutoCAD SHX Text

BOULDER CLUSTER

BOULDER CONSTRICTION

STRUCTURE EXCAVATION

STRUCTURE BACKFILL

TYPICAL STRUCTURE

EXCAVATION LIMITS

TYPICAL STRUCTURE

BACKFILL LIMITS

EXCAVATION LIMITS PER OSHA

REQUIREMENTS (SEE NOTE 4)

UNDISTURBED

EARTH

FULL GEOFABRIC WRAP

AGGREGATE ROAD SURFACE

NOTES:

1. VERTICAL STRUCTURAL EXCAVATION SLOPES WERE USED TO

ESTABLISH THE QUANTITY FOR PAYMENT. ACTUAL SLOPES MAY BE

FLATTER, BUT NO ADJUSTMENT IN CONTRACT PRICE WILL BE MADE.

2. STRUCTURAL FOUNDATION FILL TO BE OPEN GRADED, CRUSHED

DURABLE AGGREGATE CONFORMING TO ASTM D448 SIZE NO 4.

3. FILTER FABRIC TO BE TYPE I-C.

4. BENCH INTO EXISTING SLOPES AS REQUIRED TO PROVIDE

ADEQUATE WIDTH FOR COMPACTION EQUIPMENT. BLEND NEW

MATERIAL WITH EXISTING MATERIAL. THE COST FOR BENCHING IS

INCIDENTAL TO ITEM 20801.

4'

30'

NEW BOX CULVERT

±6.4' COVER

1.5'

STRUCTURAL FOUNDATION FILL

3/2 1/2

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

C8

1/2023

B. HEWITT

K. KLEIN

P. HAMPSTON

CULVERT INSTALLATION

SPECIFICATIONS

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

ROAD

CLOSED

AHEAD

ROAD

CLOSED

xx MILES

3/2 1/2

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

M1

04/2018

B. HEWITT

K. KLEIN

K. KLEIN

MISC DETAILS

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

AutoCAD SHX Text A

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

ROAD

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

6'-6" MAX.

AutoCAD SHX Text

SANDBAGS FOR

AutoCAD SHX Text

ADDED STABILITY

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

(R11-2 INSTALLED ON A TYPE III BARRICADE.)

AutoCAD SHX Text

LOCATE TYPE III BARRICADES AS SHOWN OR AS DIRECTED BY THE CO.

AutoCAD SHX Text

RETROREFLECTORIZED FACE

AutoCAD SHX Text

MUTCD PANEL

AutoCAD SHX Text R11-2

AutoCAD SHX Text

BARRIER DETAILS

AutoCAD SHX Text

AutoCAD SHX Text

LOCATE W20-3 AS SHOWN OR AS DIRECTED BY THE CO.

AutoCAD SHX Text W20-3

AutoCAD SHX Text

AutoCAD SHX Text

LOCATE W20-3 AS SHOWN OR AS DIRECTED BY THE CO.

AutoCAD SHX Text W20-3*

AutoCAD SHX Text

* COMPLETE xx MILES WHEN FINAL SIGN PLACEMENT IS DETERMINED

GENERAL NOTES: ALL SIGN AND BARRICADE INSTALLATION SHALL MEET THE STANDARDS ESTABLISHED IN THE FEDERAL HIGHWAY ADMINISTRATIONS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION LETTERS ON SIGNS SHALL HAVE A MINIMUM HEIGHT OF 4" AND MINIMUM WIDTH OF 2" WHERE TRAFFIC IS MAINTAINED THROUGH OR OVER ANY PART OF THE PROJECT, THE CONTRACTOR SHALL BE REQUIRED TO MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT (INCLUDING CONNECTING ROADS) WITH WELL MAINTAINED SIGNS. THE CONTRACTORS EQUIPMENT AND PARKING AREAS SHALL NOT INHIBIT THE VISIBILITY OF PROJECT SIGNS AND BARRICADES. LOCATION AND INSTALLATION OF ALL TRAFFIC SIGNS, TRAFFIC CONTROL AND BARRICADES SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE TRAFFIC CONTROL PLAN APPROVED BY THE CO. ALL SIGNS AND BARRICADES SHALL CONSIST OF A SMOOTH, RETROREFLECTIVE SURFACE UNLESS OTHERWISE SPECIFIED ON THE PLANS, SIGNS SHALL HAVE A SCREEN PROCESSED BLACK LEGEND AND BORDER ON ORANGE FLEXIBLE RETROREFLECTIVE SHEETING, NO-EXPOSED LENS BACKGROUND. SIGN PANELS FURNISHED BY THE CONTRACTOR FOR USE ONLY DURING CONSTRUCTION SHALL BE FABRICATED FROM PLYWOOD, ALUMINUM, STEEL OR OTHER SUITABLE MATERIAL APPROVED BY THE CO. ALL MATERIAL SHALL BE SOUND AND DURABLE FOR ALL BARRICADES, SIGNS, SYMBOLS AND LETTERS. ANY POOR WORKMANSHIP OR UNEVEN LETTERS WILL NOT BE ACCEPTED. SIGNS AND BARRICADES USED AS TRAFFIC CONTROL SHALL NOT BE PAID FOR SEPARATELY, BUT RATHER UNDER ITEM 635(01). ALL CONSTRUCTION AND TRAFFIC CONTROL CONTROL SIGNING SHALL BE COMPLETED AND APPROVED PRIOR TO THE START OF WORK. ITEM 151(01) SHALL NOT BE PAID UNTIL SIGNING AND TRAFFIC CONTROL IS APPROVED BY THE CO. PROVIDE, INSTALL AND MAINTAIN CLOSURE BARRICADES (TYPE A) THROUGHOUT THE LENGTH OF THE PROJECT, REMOVE THE STRUCTURE ONCE THE STRUCTURE IS OPEN TO TRAFFIC. SIGN PANELS SHALL BE ATTACHED TO POSTS WITH " MACHINE BOLTS THROUGH " DIAMETER HOLES. FIBER WASHERS SHALL BE 38" MACHINE BOLTS THROUGH " DIAMETER HOLES. FIBER WASHERS SHALL BE 12" DIAMETER HOLES. FIBER WASHERS SHALL BE PLACED BETWEEN THE BOLT HEAD AND THE FACE OF THE SIGN PANEL. 2" DIAMETER WASHERS SHALL BE PLACED UNDER THE NUT OF THE BACK OF THE TIMBER POSTS. SIGNING OF REFUELING AREAS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS AND PROPER FUEL CONTAINMENT SHALL BE FOLLOWED. ALL FUEL CONTAINMENT SHALL BE A MINIMUM OF 100' AWAY FROM THE STREAM.

PUMP

1.5

F L O

W

D o w n s t r e a m

F l o w o t u r b i d i t y

FILTER BAG ENERGY DISSIPATER

DIVERSION DISCHARGE LOCATION TO

BE STAKED BY CONTRACTOR AND

APPROVED BY THE COR

EXISTING CULVERT

PROPOSED NEW CULVERT

STREAM DIVERSION PIPE

EXISTING ROAD SHOULDER

UPSTREAM PUMP PLACE IN CUTOFF

TRENCH OR SUMP AT DEPTH

NEEDED TO DEWATER EXCAVATION

SANDBAG BYPASS DAM (SEE DETAIL BELOW)

LOCATION TO BE STAKED BY CONTRACTOR

AND APPROVED BY THE COR

ROAD CENTERLINE

STREAMBED

STAKE BALES AS NECESSARY

TO SECURE AND PREVENT

FLOW UNDER GEOTEXTILE

WRAP BALES WITH GEOTEXTILE

(MIRAFI 140N OR SIMILAR

USE SANDBAGS OR STRAW BALES DOWNSTREAM

OF EXCAVATION TO PREVENT RELEASE OF ANY

REMAINING SEDIMENT LADEN WATER INTO STREAM

STRAW BALES

APPROXIMATE EXCAVATION LIMITS

PUMP

PUMP

PUMP

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SHEET OF

DRAWN

DESIGNER

United States Department of Agriculture

Forest Service

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

SUB SHEET NO.

DATENO.

REVISION / ISSUE

NA

M2

04/2018

B. HEWITT

K. KLEIN

K. KLEIN

DEWATERING TYPICAL

KENTON RANGER DISTRICT

OTTAWA NATIONAL FOREST

SIDNAW CREEK AOP

NOTES: 1. THE PLAN SHOWN HERE ILLUSTRATES THE GENERAL REQUIREMENTS FOR STREAM DIVERSION AND IS NOT INTENDED TO SUPERSEDE REQUIREMENTS OF THE SPECIFICATIONS. 2. ALTERNATE METHODS OR CONFIGURATIONS MAY BE EMPLOYED BY THE CONTRACTOR CONFIGURATIONS MAY BE EMPLOYED BY THE CONTRACTOR PROVIDED THE GENERAL REQUIREMENTS ARE MET. 3. CONTRACTOR TO DETERMINE FINAL METHODS AND LOCATION OF STREAM DIVERSION; DETAIL THAT INFORMATION IN AN EROSION CONTROL PLAN AND DEWATERING PLAN AND SUBMIT THAT PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO ANY WORK, AS STATED IN THE GENERAL NOTES AND IN THE SPECIFICATIONS. 4. PUMP ALL SEDIMENT LADEN WATER TO AVOID THE STREAM CHANNEL

AutoCAD SHX Text 2% min. slope

NOT TO SCALE