Attachment 02 - Plans Maps and Specifications - Lower Dam Removal.pdf

PDF 10 MB Posted Jun 22, 2023

Attached to: Lower Dam Removal - Ottawa National Forest - Kenton Ranger District
Solicitation number: 12441923R0025
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 21, 2023

This file attachment provides plans, maps and specifications for the Lower Dam Removal project located in the Ottawa National Forest's Kenton Ranger District. The project involves removing an existing dam structure and restoring the natural waterway. Key details include performing demolition of the dam infrastructure, restoring riverbanks and shorelines to pre-dam conditions, stabilizing soils, and replanting native vegetation. The project aims to improve aquatic organism passage and water quality while reducing safety risks from the aging dam. The related federal contract opportunity was solicited by the U.S. Forest Service with a closing date in 2023 for bids to complete the on-site removal work in accordance with the specifications.

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Other files

File	Type	Posted
Attachment 03 - Special Project Specifications - Lower Dam Removal.pdf	PDF	Jun 22, 2023
Solicitation - 12441923R0025.pdf	PDF	Jun 22, 2023
Attachment 01 - Schedule of Items and Statement of Work.pdf	PDF	Jun 22, 2023
Attachment 04 - Wage Determinaton MI20230048.pdf	PDF	Jun 22, 2023

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FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

EAST BRANCH ONTONAGON RIVER

HEAD WEST ON M-28 W TOWARD OTTAWA NATIONAL FOREST DEVELOPMENT ROAD 16 S., IN 390 FEET

TURN LEFT ON FOREST DEVELOPMENT ROAD 16 S AND TRAVEL 1.1MILES THEN TURN LEFT ONTO

LAKE 13 ROAD, CONTINUE 4.8 MILES AND THEN CONTINUE ON OLD HIGHWAY 28. CONTINUE FOR 0.1

MILES AND ARRIVE AT LOWER DAM.

LATITUDE 46°27'15.20"N, LONGITUDE 88°47'1.51"W

LOWER DAM REMOVAL

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

8/1 6/2

:2 0 R

K C:

_R 9\O

\E B

.D W

MICHIGAN

HOUGHTON COUNTY

(R9) EASTERN REGION

OTTAWA NATIONAL FOREST

KENTON RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET 8/2/2022

G-02 VICINITY MAP AND NOTES 8/2/2022

G-03

ESTIMATED QUANTITIES AND NOTES

6/16/2022

G-04 EXISTING CONDITIONS 4/19/2022

C-01 PROPOSED PLAN VIEW 7/7/2022

C-02 PROPOSED PROFILE VIEW 4/21/2022

C-03 CROSS SECTION STA. 0+80 TO STA. 1+40 6/15/2022

C-04 CROSS SECTIONS STA1+60 TO STA. 2+20 6/15/2022

C-05 CROSS SECTIONS STA. 2+40 TO STA. 3+00 6/15/2022

D-01 CROSS SECTION DIMENSIONS AND ALIGNMENT NOTES 6/15/2022

D-02 CROSS SECTION AND INSTREAM STRUCTURE DETAILS 6/17/2022

D-03 BED AND BANK DETAILS 7/7/2022

D-04 ORIGINAL DAM PLAN VIEW AND CROSS SECTION 4/20/2022

D-05 ORIGINAL DAM PROFILE VIEW 4/20/2022

Kenton Ranger District Office

4810 E. M28 Kenton, MI 49967.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 6/2

2 1 1:

K C:

_R 9\O

\E B

.D W

REGION 9

EASTERN REGION

EAST BRANCH

ONTONAGON

RIVER LOWER

DAM REMOVAL

OTTAWA

KENTON RANGER DISTRICT

VICINITY MAP AND

NOTES

08/16/2022

B.GUBERNICK

X.XXX

G-02 2 14

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 BY FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS FOR

THIS CONTRACT.

THE CONTRACTOR WILL PROVIDE A DEWATERING PLAN 14 DAYS PRIOR TO CONSTRUCTION FOR

APPROVAL BY THE CONTRACTING OFFICERS REPRESENTATIVE. PLAN WILL BE DRAWN TO

APPROXIMATE SCALE ON THE PLAN VIEW SHEET. INCLUDE ALL SUPPORTING DOCUMENTS,

DIMENSIONS, AND COMPUTATIONS WITH THE SKETCH MAP

TRAFFIC CONTROL: THE CONTRACTOR HAS FULL USE OF THE OLD CAMPGROUND AREA

ADJACENT TO LOWER DAM. THE CONTRACTOR WILL ALLOW PUBLIC ACCESS ALONG FSR 3500

(OLD HIGHWAY 28) DURING OPERATION. ROAD CLOSURE MAY OCCUR ON AN AS NEEDED BASIS

FOR UP TO 30 MINUTES EACH HOUR DURING IMPLEMENTATION. THE CONTRACTOR WILL

SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL 14 DAYS BEFORE CONSTRUCTION BEGINS.

IN-STREAM WORK WINDOW: ALL INSTREAM WORK WILL BE COMPLETED BETWEEN JULY 1 TO

SEPTEMBER 15. ALL INSTREAM WORK WILL BE CONDUCTED DURING PERIODS OF LOW WATER.

PERMITS :

THE FOREST SERVICE IS RESPONSIBLE FOR INSTREAM AND 404 PERMITS. THE CONTRACTOR IS

RESPONSIBLE FOR ANY HAUL OR OTHER REQUIRED PERMITS

TREE HARVEST:

ALL TREE HARVEST WILL BE COMPLETED BETWEEN OCTOBER 15 TO MAY 15. TREES REQUIRED

FOR REMOVAL WILL BE DESIGNATED IN THE FIELD BY THE ENGINEER. TREES DESIGNATED FOR

REMOVAL SHALL INCLUDE THE REMOVAL WITH AN ATTACHED ROOTFAN FOR USE WITHIN THE

RIVER RECONSTRUCTION AND FLOODPLAIN. TREES REQUIRED FOR THE PROJECT WILL BE

STOCKPILED WITHIN THE DAM RECONSTRUCTION AREA. TREES DESIGNATED FOR REMOVAL

THAT ARE NOT NEEDED FOR THE CHANNEL RECONSTRUCTION WILL BE STOCKPILE WITHIN THE

DESIGNATED DISPOSAL PIT. TREE SIZES FOR FLOODPLAIN AND INSTREAM WOOD PLACED

UNDER EQUIPMENT RENTAL IS 14" TO 18" DBH AND LEFT AS A WHOLE TREE. IF TREES ARE

GREATER THAN 50 FT LONG THEN THEY MAY BE CUT TO 50FT LENGTHS

ACCESS ROADS:

ALL ACCESS ROAD / TRAIL CONNECTIONS TO THE DAM AREA WILL BE BLOCKED OFF FROM

VEHICLE ACCESS BEFORE LEAVING THE WORK SITE EACH DAY.

GEOTECHNICAL REPORT : A GEOTECHNICAL REPORT IS NOT AVAILABLE FOR THE DAM AREA.

THE HISTORICAL DAM PLANS AVAILABLE SHOW THE CURRENT DAM WAS CONSTRUCTED OVER

ANOTHER LOGGING DAM. NO SPECIFIC DETAILS ON THE COMPOSITION OF THE DAM EXIST. ALL

MATERIALS WITHIN THE CUT LINES WILL BE EXCAVATED AND DISPOSED OF BASED ON THEIR

SUITABILITY. ONE STOCKPILE AREA WILL BE FOR UNSUITABLE MATERIALS, ANOTHER ONE WILL

BE FOR USABLE ROCK AND BOULDER MATERIALS. SUITABLE MATERIALS CAN BE USED FOR

CHANNEL RECONSTRUCTION IF THEY MEET CONTRACT SIZE AND GRADATION REQUIREMENT,

OR MAY BE MIXED WITH OTHER MATERIALS TO MEET CONTRACT REQUIREMENTS FOR

STREAMBED, BANK OR FLOODPLAIN MATERIALS. ANY WOOD/LOGS WILL BE REMOVED AND

STOCKPILED AT THE DISPOSAL PIT UNLESS THEY ARE DESIGNATED TO REMAIN BY THE

CONTRACTING OFFICERS REPRESENTATIVE.

KNOWN MATERIALS WITHIN THE DAM INCLUDE A RIPRAP SURFACE WITH UNKNOWN NATIVE

MATERIALS AND MOST LIKELY A CLAY CORE. EXISTING STREAM BANK CONSIST RED CLAY,

CLAYEY SAND WITH GRAVELS, AND COBBLES AND BOULDERS.

UTILITIES : NO UTILITIES HAVE BEEN IDENTIFIED AT THE PROJECT SITE. THE CONTRACTOR IS

REQUIRED TO CALL MISS DIG 811 (MICHIGAN UTILITY LOCATE) TO VERIFY ANY UTITLIES IN THE

PROJECT AREA

NOTES:

STOCKPILE AND DISPOSAL SITE: THE LAKE 13 PIT/DISPOSAL SITE IS APPROXIMATELY

4.0 MILES NORTHEAST OF LOWER DAM. THE CONTRACTOR WILL CLEAR THE AREA AS

NEEDED. ANY CLEARED MATERIAL WILL BECOME PART OF THE UNSUITABLE MATERIAL

STOCKPILE. AFTER PROJECT COMPLETION THE DISPOSAL STOCKPILE WILL BE

SHAPED AND CONTOURED TO FIT THE SURROUNDING TERRAIN AND SEEDED. LOG

MATERIALS WILL BE STOCKPILED SEPARATELY ADJACENT TO THE UNSUITABLE

MATERIALS. THE SUITABLE MATERIAL (ROCK AND BOULDERS) WILL BE STOCKPILED

SEPARATELY AND LEFT IN A CONSOLIDATED STOCKPILE. NO SEEDING IS REQUIRED

FOR THE SUITABLE MATERIAL STOCKPILE. THE PIT FLOOR SHALL BE REGRADED AS

REQUIRED TO ENSURE NO WATER PONDING WITHIN THE DISPOSAL PIT.

ARCHEOLOGICAL SITES : SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS

OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE

AND NOTIFY THE CO.

DAMAGE TO ROADS, STRUCTURES, AND PROPERTY: THE CONTRACTOR IS

RESPONSIBLE FOR ANY AND ALL DAMAGES INCURRED DURING THE PROJECT. REPAIR

OF DAMAGE IS AT THE CONTRACTORS OWN EXPENSE AND IN ACCORDANCE WITH

FP-14 SPECIFICATIONS

INCIDENTAL ITEMS: UNLESS AN ITEM IS INCLUDED IN THE SCHEDULE OF ITEMS THE

WORK FOR THAT ITEM IS CONSIDERED INCIDENTAL TO OTHER ITEMS LISTED IN THE

SCHEDULE OF ITEMS.

CONTOURS: CONTOURS SHOWN ARE APPROXIMATE. CONTOUR INTERVAL IS 1FT.

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 6/2

2 1 1:

K C:

_R 9\O

\E B

.D W

REGION 9

EASTERN REGION

EAST BRANCH

ONTONAGON

RIVER LOWER

DAM REMOVAL

OTTAWA NATIONAL

FOREST

KENTON RANGER DISTRICT

ESTIMATED QUANTITIES

AND NOTES

08/16/2022

B.GUBERNICK

X.XXX

G-03 3 14

NOTES:

HOURS OF OPERATION : 0600 - 1800 M-F, NO FED HOLIDAYS OR WEEKENDS UNLESS

APPROVED BY THE CO.

NOXIOUS WEED CONTROL : ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED

AND POWER WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON NATIONAL

FOREST. THE CONTRACTOR WILL NOTIFY THE FOREST SERVICE WHEN AND WHERE

EQUIPMENT WILL BE CLEANED. ONCE EQUIPMENT CLEANING IS COMPLETED AND

BEFORE MOBILIZATION TO THE SITE, NOTIFY THE COR THAT EQUIPMENT IS READY

FOR INSPECTION.

INSTREAM WORK WINDOW : JULY 1 TO SEPTEMBER 15

FLOODPLAIN CONSTRUCTION: THE CONTRACTOR WILL IMPORT TOP SOIL AND THE

FLOODPLAIN GRADATION (SEE SPS 704-3 IN SPECIFICATIONS) TO PLACE IN BACK OF

THE BANK BOULDERS IN THE KOIR FABRIC TO RECONSTRUCT A FLOODPLAIN. THE

FLOODPLAIN AREA WILL REQUIRE 4" OF TOP SOIL AND FLOODPLAIN SOIL GRADATION

BELOW THE TOP SOIL.. ANY FILL REQUIRED BELOW A DEPTH OF 1 FT FROM FINISHED

GRADE CAN USE COMMON MATERIAL (NO RIPRAP) BENEATH THE FLOODPLAIN SOIL

GRADATION.

EXCAVATION : QUANTITIES FOR EXCAVATION ARE "IN-PLACE" CUBIC YARDS. EXCESS

USABLE AND UNSUITABLE EXCAVATION WILL BE PLACED IN TWO SEPARATE

STOCKPILES IN THE DISPOSAL AREA SHOWN ON SHEET 2. STOCKPILE ROCK

MATERIALS FROM COMMON MATERIALS TO THE EXTENT POSSIBLE. THE DAM IS

COVERED IN RIPRAP WITH UNKNOWN MATERIALS BENEATH. IT SHOULD BE

ANTICIPATED THAT THE CONTRACTOR WILL FIND BOULDERS, SANDS, GRAVEL, AND A

CLAY CORE. THE CLAY CORE, ANY LOG CRIB, AND ANY MATERIAL CONTAINING

ORGANICS WILL BE STOCKPILED IN THE UNSUITABLE STOCKPILE. ALL OTHER ROCK

MATERIALS WILL BE STOCKPILED TOGETHER.

DEWATERING : CONSTRUCT TURBIDITY CONTROL MEASURES. COMPLY WITH

MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS. TURBIDITY

CONTROL AND DEWATERING PLAN MUST BE SUBMITTED 15 DAYS IN ADVANCE OF

CONSTRUCTION FOR APPROVAL BY THE COR.

THE PROJECT REQUIRES DEWATERING WITH COFFER DAMS AND A BYPASS

CHANNEL, CULVERT, OR OR OTHER APPROVED DEWATERING METHOD. TURBID

WATER WITHIN THE CONFINES OF THE COFFERDAMS WILL BE TREATED BY PUMPING

INTO SEDIMENT BAGS ONTO THE FLOODPLAIN 100FT (TO THE EXTENT POSSIBLE)

AWAY FROM THE STREAM EDGE.

BANK CONSTRUCTION: KOIR FABRIC WILL BE NEDIA KOIRWRAP 1000 OR APPROVED

EQUAL. PLACE BANK BOULDERS BEFORE PLACING KOIR FABRIC. KOIR WRAP 1000 IS

13.1FT WIDE X 83FT LONG PER ROLE. MINIMUM OVERLAP BETWEEN SUCCESSIVE

KOIR FABRIC SECTIONS IS 4FT. THE UPSTREAM KOIR WRAP LAYER SHOULD

OVERLAP THE DOWNSTREAM SECTION. KOIR WRAPPED BANKS WILL EXTEND ALONG

THE ENTIRE CONSTRUCTED CHANNEL LENGTH BEHIND THE BOULDER BANK

(APPROXIMATERLY ~580 LF OF KOIR WRAPPED SOIL BANKS REQUIRED). BURY

TERMINAL ENDS OF THE KOIR FABRIC BELOW FLOODPLAIN SOIL.

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CONCRETE BASE FOR DRAWDOWN

NOTE THE EXISTING CONCRETE STRUCTURE TO BE

REMOVED AS PART OF THS PROJECT UNDER PAY

ITEM 20305, IS SHOWN ON SHEET D-05.THIS ALSO

INCLUDES, THE 2 CULVERTS, GANGWAYS AND ANY

ASSOCIATED STRUCTURES FROM THE DAM

REMOVAL

2 - EXISTING 72" X 117FT LONG CMP

EARTHEN DAM SEE SHEET 13 &14 FOR DETAILS

FLOW DIRECTION

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 6/2

2 1 1:

K C:

_R 9\O

\E B

9 R

.D W

REGION 9

EASTERN REGION

EAST BRANCH

ONTONAGAN

RIVER LOWER

DAM REMOVAL

OTTAWA NATIONAL

FOREST

KENTON RANGER DISTRICT

EXISTING CONDITIONS

8/16/2022

B.GUBERNICK

X.XXX

G-04 4 14

CONTROL POINTS

NAME NORTHING EASTING ELEVATION COMMENT

CP 10 16883358.21 1190968.78 1238.43 CONTROL POINT ON

DAM CREST

CP 11 16883417.799 1191071.155 1239.22 CONTROL POINT ON

DAM CREST

CP181 16883373.9324 1191001.454 1238.58 CONTROL POINT ON

DAM CREST

BM149 16883417.649 1190950.613 1225.2 24" WHITE PINE

BM151 16883401.7623 1191107.1558 1237.05 12" WHITE PINE

Feet

1:240

40200

EXISTING CONDITIONS

PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text 0+00.00

AutoCAD SHX Text 1+00

AutoCAD SHX Text

BM 151

AutoCAD SHX Text

PI 0+26.01

AutoCAD SHX Text

PI 0+49.89

AutoCAD SHX Text

PC 0+88.13

AutoCAD SHX Text

PT 1+66.20

AutoCAD SHX Text

PI 1+31.12

AutoCAD SHX Text = 59°38'19"

AutoCAD SHX Text T 42.99

AutoCAD SHX Text R= 75.00

AutoCAD SHX Text A= 78.07

AutoCAD SHX Text

PC 1+90.89

AutoCAD SHX Text

PT 2+26.12

AutoCAD SHX Text

PI 2+08.84

AutoCAD SHX Text = 26°54'39"

AutoCAD SHX Text T 17.94

AutoCAD SHX Text R= 75.00

AutoCAD SHX Text A= 35.23

AutoCAD SHX Text

PC 2+66.47

AutoCAD SHX Text

PT 2+99.06

AutoCAD SHX Text

PI 2+83.02

AutoCAD SHX Text = 24°53'39"

AutoCAD SHX Text T 16.55

AutoCAD SHX Text R= 75.00

AutoCAD SHX Text A= 32.59

AutoCAD SHX Text 3+66.83

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

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CP 10

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CP 11

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CP 181

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BM 151

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BM 149

AutoCAD SHX Text

PI 2+83.02

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PI 1+31.12

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PI 2+08.84

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CENTERLINE PROPOSED CHANNEL

TOP OF BANK

EDGE OF RECONSTRUCTED FLOODPLAIN

FLOW DIRECTION

BOTTOM OF BANK

TOP OF CUT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 6/2

2 1 4:

K C:

_R 9\O

\E B

.D W

REGION 9

EASTERN REGION

EAST BRANCH

ONTONAGON

RIVER LOWER

DAM REMOVAL

OTTAWA NATIONAL

FOREST

KENTON RANGER DISTRICT

PROPOSED CONDITIONS

PLAN VIEW

8/16/2022

B.GUBERNICK

X.XXX

C-01 5 14

CONTROL POINTS

NAME NORTHING EASTING ELEVATION COMMENT

CP 10

16883358.2100 1190968.7800 1238.43

CONTROL POINT ON

DAM CREST

CP 11

16883417.7990 1191071.1550 1239.22

CONTROL POINT ON

DAM CREST

CP181

16883373.9324 1191001.4540 1238.58

CONTROL POINT ON

DAM CREST

BM149

16883417.6490 1190950.6130 1225.2

24" WHITE PINE

BM151

16883401.7623 1191107.1558 1237.05

12" WHITE PINE

Feet

1:240

40200

PROPOSED CONDITIONS

PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text 0+00.00

AutoCAD SHX Text 1+00

AutoCAD SHX Text

BM 151

AutoCAD SHX Text

PI 0+26.01

AutoCAD SHX Text

PI 0+49.89

AutoCAD SHX Text

PC 0+88.13

AutoCAD SHX Text

PT 1+66.20

AutoCAD SHX Text

PI 1+31.12

AutoCAD SHX Text = 59°38'19"

AutoCAD SHX Text T 42.99

AutoCAD SHX Text R= 75.00

AutoCAD SHX Text A= 78.07

AutoCAD SHX Text

PC 1+90.89

AutoCAD SHX Text

PT 2+26.12

AutoCAD SHX Text

PI 2+08.84

AutoCAD SHX Text = 26°54'39"

AutoCAD SHX Text T 17.94

AutoCAD SHX Text R= 75.00

AutoCAD SHX Text A= 35.23

AutoCAD SHX Text

PC 2+66.47

AutoCAD SHX Text

PT 2+99.06

AutoCAD SHX Text

PI 2+83.02

AutoCAD SHX Text = 24°53'39"

AutoCAD SHX Text T 16.55

AutoCAD SHX Text R= 75.00

AutoCAD SHX Text A= 32.59

AutoCAD SHX Text 3+66.83

AutoCAD SHX Text 2+00

AutoCAD SHX Text 3+00

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CP 10

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CP 11

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CP 181

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BM 151

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BM 149

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PI 2+83.02

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PI 1+31.12

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PI 2+08.84

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 6/2

2 1 4:

K C:

_R 9\O

\E B

.D W

REGION 9

EASTERN REGION

EAST BRANCH

ONTONAGON

RIVER LOWER

DAM REMOVAL

OTTAWA NATIONAL

FOREST

KENTON RANGER DISTRICT

PROPOSED CONDITION

PROFILE VIEW

8/16/2022

B.GUBERNICK

X.XXX

C-02 6 14

PROPOSED CONDITIONS PROFILE VIEW

VERTICAL EXAGGERATION = 5

EXISTING

GROUND

FINISH GRADE

/SURFACE

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ELEV = 1219.80

AutoCAD SHX Text Sta 0+60.75

AutoCAD SHX Text

ELEV = 1218.08

AutoCAD SHX Text Sta 0+77.80

AutoCAD SHX Text

ELEV = 1218.94

AutoCAD SHX Text 5.00

AutoCAD SHX Text Sta 1+09.80

AutoCAD SHX Text

ELEV = 1218.55

AutoCAD SHX Text -1.2%%%

AutoCAD SHX Text Sta 1+19.80

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ELEV = 1218.15

AutoCAD SHX Text -4.0 %%%

AutoCAD SHX Text Sta 1+29.80

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ELEV = 1217.15

AutoCAD SHX Text -10.0%%%

AutoCAD SHX Text Sta 1+41.80

AutoCAD SHX Text Sta 1+73.27

AutoCAD SHX Text

ELEV = 1217.15

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0.0 %%%

AutoCAD SHX Text

ELEV = 1238.29

AutoCAD SHX Text Sta 1+53.80

AutoCAD SHX Text

ELEV = 1218.15

AutoCAD SHX Text

8.33 %%%

AutoCAD SHX Text Sta 1+90.00

AutoCAD SHX Text

ELEV = 1217.72

AutoCAD SHX Text -1.2%%%

AutoCAD SHX Text Sta 2+00.00

AutoCAD SHX Text

ELEV = 1217.32

AutoCAD SHX Text -4.0%%%

AutoCAD SHX Text Sta 2+10.00

AutoCAD SHX Text

ELEV = 1216.32

AutoCAD SHX Text -10.0%%%

AutoCAD SHX Text Sta 2+22.00

AutoCAD SHX Text

ELEV = 1216.32

AutoCAD SHX Text 0.0%%%

AutoCAD SHX Text Sta 2+34.00

AutoCAD SHX Text

ELEV = 1217.32

AutoCAD SHX Text

8.33 %%%

AutoCAD SHX Text Sta 2+62.70

AutoCAD SHX Text

ELEV = 1216.74

AutoCAD SHX Text -2.0%%%

AutoCAD SHX Text Sta 2+72.70

AutoCAD SHX Text

ELEV = 1216.34

AutoCAD SHX Text -4.0%%%

AutoCAD SHX Text Sta 2+82.70

AutoCAD SHX Text

ELEV = 1215.34

AutoCAD SHX Text -10.0%%%

AutoCAD SHX Text Sta 2+94.70

AutoCAD SHX Text

ELEV = 1215.34

AutoCAD SHX Text 0.0%%%

AutoCAD SHX Text Sta 3+06.70

AutoCAD SHX Text

ELEV = 1216.34

AutoCAD SHX Text

8.33 %%%

AutoCAD SHX Text Sta 3+42.43

AutoCAD SHX Text

ELEV = 1215.26

AutoCAD SHX Text -3.04 %%%

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+20

AutoCAD SHX Text 0+40

AutoCAD SHX Text 0+60

AutoCAD SHX Text 0+80

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+20

AutoCAD SHX Text 1+40

AutoCAD SHX Text 1+60

AutoCAD SHX Text 1+80

AutoCAD SHX Text 2+00

AutoCAD SHX Text 2+20

AutoCAD SHX Text 2+40

AutoCAD SHX Text 2+60

AutoCAD SHX Text 2+80

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+20

AutoCAD SHX Text 3+40

AutoCAD SHX Text 3+60

AutoCAD SHX Text 3+80

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 6/2

2 1 4:

K C:

_R 9\O

\E B

.D W

REGION 9

EASTERN REGION

EAST BRANCH

ONTONAGON

RIVER LOWER

DAM REMOVAL

OTTAWA NATIONAL

FOREST

KENTON RANGER DISTRICT

CROSS SECTIONS

STA. 0+80 TO STA. 1+40

8/16/2022

B.GUBERNICK

X.XXX

C-03 7 14

EXISTING

GROUND

FINISH GRADE

/SURFACE

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

FINISH GRADE

/SURFACE

FINISH GRADE

/SURFACE

FINISH GRADE

/SURFACE

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

STATION 0+80

AutoCAD SHX Text Station0+80.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883301.0255

AutoCAD SHX Text E = 1191039.9322

AutoCAD SHX Text Bearing of cross section = S74 57'13"E

AutoCAD SHX Text 1221.06

AutoCAD SHX Text 1220.99

AutoCAD SHX Text 1219.52

AutoCAD SHX Text 1219.39

AutoCAD SHX Text 1219.20

AutoCAD SHX Text 1219.08

AutoCAD SHX Text 1218.91

AutoCAD SHX Text 1218.93

AutoCAD SHX Text 1219.13

AutoCAD SHX Text 1219.48

AutoCAD SHX Text 1219.52

AutoCAD SHX Text 1219.74

AutoCAD SHX Text 1220.99

AutoCAD SHX Text 1221.00

AutoCAD SHX Text 1221.03

AutoCAD SHX Text 1221.09

AutoCAD SHX Text 1236.59

AutoCAD SHX Text 1235.11

AutoCAD SHX Text 1234.44

AutoCAD SHX Text 1234.17

AutoCAD SHX Text 1230.49

AutoCAD SHX Text 1226.65

AutoCAD SHX Text 1225.11

AutoCAD SHX Text 1222.21

AutoCAD SHX Text 1221.06

AutoCAD SHX Text 1220.96

AutoCAD SHX Text 1219.78

AutoCAD SHX Text 1219.25

AutoCAD SHX Text 1218.99

AutoCAD SHX Text 1218.41

AutoCAD SHX Text 1218.05

AutoCAD SHX Text 1218.14

AutoCAD SHX Text 1218.15

AutoCAD SHX Text 1218.39

AutoCAD SHX Text 1218.90

AutoCAD SHX Text 1219.30

AutoCAD SHX Text 1219.68

AutoCAD SHX Text 1219.70

AutoCAD SHX Text 1219.71

AutoCAD SHX Text 1220.04

AutoCAD SHX Text 1221.09

AutoCAD SHX Text 1222.53

AutoCAD SHX Text 1231.35

AutoCAD SHX Text 1232.98

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

STATION 1+00

AutoCAD SHX Text Station1+00.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883320.5353

AutoCAD SHX Text E = 1191044.2065

AutoCAD SHX Text Bearing of cross section = S84 01'12"E

AutoCAD SHX Text 1220.63

AutoCAD SHX Text 1220.62

AutoCAD SHX Text 1220.56

AutoCAD SHX Text 1219.41

AutoCAD SHX Text 1219.31

AutoCAD SHX Text 1218.97

AutoCAD SHX Text 1218.82

AutoCAD SHX Text 1218.77

AutoCAD SHX Text 1218.67

AutoCAD SHX Text 1218.88

AutoCAD SHX Text 1219.41

AutoCAD SHX Text 1220.56

AutoCAD SHX Text 1220.58

AutoCAD SHX Text 1220.64

AutoCAD SHX Text 1220.67

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text 1235.54

AutoCAD SHX Text 1235.49

AutoCAD SHX Text 1234.29

AutoCAD SHX Text 1230.00

AutoCAD SHX Text 1225.17

AutoCAD SHX Text 1223.43

AutoCAD SHX Text 1220.63

AutoCAD SHX Text 1220.00

AutoCAD SHX Text 1219.41

AutoCAD SHX Text 1219.26

AutoCAD SHX Text 1219.17

AutoCAD SHX Text 1218.97

AutoCAD SHX Text 1218.88

AutoCAD SHX Text 1218.77

AutoCAD SHX Text 1218.53

AutoCAD SHX Text 1218.04

AutoCAD SHX Text 1218.65

AutoCAD SHX Text 1218.83

AutoCAD SHX Text 1219.15

AutoCAD SHX Text 1219.71

AutoCAD SHX Text 1220.67

AutoCAD SHX Text 1226.12

AutoCAD SHX Text 1226.54

AutoCAD SHX Text 1226.73

AutoCAD SHX Text 1227.05

AutoCAD SHX Text 1234.19

AutoCAD SHX Text 1234.75

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

STATION 1+20

AutoCAD SHX Text Station1+20.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883340.4678

AutoCAD SHX Text E = 1191043.6291

AutoCAD SHX Text Bearing of cross section = N80 42'04"E

AutoCAD SHX Text 1219.67

AutoCAD SHX Text 1219.64

AutoCAD SHX Text 1219.63

AutoCAD SHX Text 1218.73

AutoCAD SHX Text 1218.25

AutoCAD SHX Text 1218.13

AutoCAD SHX Text 1218.49

AutoCAD SHX Text 1218.73

AutoCAD SHX Text 1219.63

AutoCAD SHX Text 1219.65

AutoCAD SHX Text 1219.69

AutoCAD SHX Text 1235.60

AutoCAD SHX Text 1235.57

AutoCAD SHX Text 1234.29

AutoCAD SHX Text 1231.43

AutoCAD SHX Text 1229.35

AutoCAD SHX Text 1227.24

AutoCAD SHX Text 1219.67

AutoCAD SHX Text 1218.19

AutoCAD SHX Text 1218.11

AutoCAD SHX Text 1218.01

AutoCAD SHX Text 1217.54

AutoCAD SHX Text 1217.60

AutoCAD SHX Text 1217.78

AutoCAD SHX Text 1217.97

AutoCAD SHX Text 1218.05

AutoCAD SHX Text 1218.22

AutoCAD SHX Text 1219.69

AutoCAD SHX Text 1220.04

AutoCAD SHX Text 1223.62

AutoCAD SHX Text 1232.62

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

STATION 1+40

AutoCAD SHX Text Station1+40.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883359.5435

AutoCAD SHX Text E = 1191037.8195

AutoCAD SHX Text Bearing of cross section = N65 25'20"E

AutoCAD SHX Text 1231.71

AutoCAD SHX Text 1222.09

AutoCAD SHX Text 1220.50

AutoCAD SHX Text 1220.38

AutoCAD SHX Text 1220.35

AutoCAD SHX Text 1216.95

AutoCAD SHX Text 1217.06

AutoCAD SHX Text 1217.15

AutoCAD SHX Text 1217.25

AutoCAD SHX Text 1217.35

AutoCAD SHX Text 1220.35

AutoCAD SHX Text 1220.46

AutoCAD SHX Text 1220.50

AutoCAD SHX Text 1232.81

AutoCAD SHX Text 1234.36

AutoCAD SHX Text

DESIGN SURFACE HEIGHT

AutoCAD SHX Text 1235.65

AutoCAD SHX Text 1235.64

AutoCAD SHX Text 1234.31

AutoCAD SHX Text 1232.63

AutoCAD SHX Text 1231.79

AutoCAD SHX Text 1231.71

AutoCAD SHX Text 1230.57

AutoCAD SHX Text 1229.37

AutoCAD SHX Text 1224.80

AutoCAD SHX Text 1224.57

AutoCAD SHX Text 1224.04

AutoCAD SHX Text 1223.87

AutoCAD SHX Text 1223.80

AutoCAD SHX Text 1223.73

AutoCAD SHX Text 1223.74

AutoCAD SHX Text 1223.77

AutoCAD SHX Text 1223.82

AutoCAD SHX Text 1225.27

AutoCAD SHX Text 1234.36

AutoCAD SHX Text

POINTS

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 6/2

2 1 4:

K C:

_R 9\O

\E B

.D W

REGION 9

EASTERN REGION

EAST BRANCH

ONTONAGON

RIVER LOWER

DAM REMOVAL

OTTAWA NATIONAL

FOREST

KENTON RANGER DISTRICT

CROSS SECTIONS

STA. 1+60 TO STA. 2+20

8/16/2022

B.GUBERNICK

X.XXX

C-04 8 14

EXISTING

GROUND

FINISH GRADE

/SURFACE

EXISTING

GROUND

EXISTING

GROUND

EXISTING

GROUND

FINISH GRADE

/SURFACE

FINISH GRADE

/SURFACE

FINISH GRADE

/SURFACE

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station1+60.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883376.4141

AutoCAD SHX Text E = 1191027.1885

AutoCAD SHX Text Bearing of cross section = N50 08'36"E

AutoCAD SHX Text 1233.63

AutoCAD SHX Text 1221.61

AutoCAD SHX Text 1220.94

AutoCAD SHX Text 1220.28

AutoCAD SHX Text 1220.13

AutoCAD SHX Text 1218.71

AutoCAD SHX Text 1218.08

AutoCAD SHX Text 1218.17

AutoCAD SHX Text 1218.20

AutoCAD SHX Text 1218.28

AutoCAD SHX Text 1218.71

AutoCAD SHX Text 1219.28

AutoCAD SHX Text 1220.13

AutoCAD SHX Text 1220.24

AutoCAD SHX Text 1220.28

AutoCAD SHX Text 1224.05

AutoCAD SHX Text 1233.17

AutoCAD SHX Text 1235.71

AutoCAD SHX Text 1235.72

AutoCAD SHX Text 1234.33

AutoCAD SHX Text 1233.79

AutoCAD SHX Text 1233.62

AutoCAD SHX Text 1233.63

AutoCAD SHX Text 1233.95

AutoCAD SHX Text 1233.57

AutoCAD SHX Text 1233.67

AutoCAD SHX Text 1234.88

AutoCAD SHX Text 1235.10

AutoCAD SHX Text 1235.63

AutoCAD SHX Text 1235.70

AutoCAD SHX Text 1235.73

AutoCAD SHX Text 1235.83

AutoCAD SHX Text 1235.74

AutoCAD SHX Text 1235.72

AutoCAD SHX Text 1235.84

AutoCAD SHX Text 1236.65

AutoCAD SHX Text 1237.00

AutoCAD SHX Text 1237.67

AutoCAD SHX Text 1238.79

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station1+80.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883390.8313

AutoCAD SHX Text E = 1191013.3347

AutoCAD SHX Text Bearing of cross section = N45 24'28"E

AutoCAD SHX Text 1237.28

AutoCAD SHX Text 1234.97

AutoCAD SHX Text 1231.51

AutoCAD SHX Text 1230.00

AutoCAD SHX Text 1224.47

AutoCAD SHX Text 1220.37

AutoCAD SHX Text 1219.87

AutoCAD SHX Text 1219.84

AutoCAD SHX Text 1219.72

AutoCAD SHX Text 1218.58

AutoCAD SHX Text 1217.84

AutoCAD SHX Text 1217.96

AutoCAD SHX Text 1218.52

AutoCAD SHX Text 1218.58

AutoCAD SHX Text 1219.72

AutoCAD SHX Text 1219.87

AutoCAD SHX Text 1223.71

AutoCAD SHX Text 1227.05

AutoCAD SHX Text 1233.07

AutoCAD SHX Text 1237.73

AutoCAD SHX Text 1238.01

AutoCAD SHX Text 1237.82

AutoCAD SHX Text 1237.28

AutoCAD SHX Text 1236.87

AutoCAD SHX Text 1238.23

AutoCAD SHX Text 1238.20

AutoCAD SHX Text 1238.45

AutoCAD SHX Text 1238.56

AutoCAD SHX Text 1238.62

AutoCAD SHX Text 1238.63

AutoCAD SHX Text 1238.61

AutoCAD SHX Text 1238.55

AutoCAD SHX Text 1238.54

AutoCAD SHX Text 1238.50

AutoCAD SHX Text 1238.06

AutoCAD SHX Text 1238.02

AutoCAD SHX Text 1237.92

AutoCAD SHX Text 1235.83

AutoCAD SHX Text 1234.75

AutoCAD SHX Text 1236.11

AutoCAD SHX Text 1235.97

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text

AutoCAD SHX Text Station2+00.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883405.4455

AutoCAD SHX Text E = 1190999.7026

AutoCAD SHX Text Bearing of cross section = N52 21'56"E

AutoCAD SHX Text 1235.22

AutoCAD SHX Text 1232.68

AutoCAD SHX Text 1218.97

AutoCAD SHX Text 1218.95

AutoCAD SHX Text 1218.89

AutoCAD SHX Text 1218.82

AutoCAD SHX Text 1217.92

AutoCAD SHX Text 1217.32

AutoCAD SHX Text 1217.92

AutoCAD SHX Text 1218.24

AutoCAD SHX Text 1218.82

AutoCAD SHX Text 1218.84

AutoCAD SHX Text 1218.97

AutoCAD SHX Text 1224.89

AutoCAD SHX Text 1231.62

AutoCAD SHX Text 1235.83

AutoCAD SHX Text 1235.51

AutoCAD SHX Text 1235.22

AutoCAD SHX Text 1234.93

AutoCAD SHX Text 1233.14

AutoCAD SHX Text 1232.96

AutoCAD SHX Text 1232.77

AutoCAD SHX Text 1232.46

AutoCAD SHX Text 1232.42

AutoCAD SHX Text 1232.21

AutoCAD SHX Text 1231.99

AutoCAD SHX Text 1231.97

AutoCAD SHX Text 1231.95

AutoCAD SHX Text 1231.86

AutoCAD SHX Text 1231.85

AutoCAD SHX Text 1231.86

AutoCAD SHX Text 1231.54

AutoCAD SHX Text 1231.24

AutoCAD SHX Text 1231.62

AutoCAD SHX Text 1231.72

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station2+20.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883422.7156

AutoCAD SHX Text E = 1190989.7337

AutoCAD SHX Text Bearing of cross section = N67 38'40"E

AutoCAD SHX Text 1231.48

AutoCAD SHX Text 1226.87

AutoCAD SHX Text 1221.45

AutoCAD SHX Text 1221.26

AutoCAD SHX Text 1221.18

AutoCAD SHX Text 1219.67

AutoCAD SHX Text 1219.52

AutoCAD SHX Text 1218.94

AutoCAD SHX Text 1216.02

AutoCAD SHX Text 1216.32

AutoCAD SHX Text 1216.49

AutoCAD SHX Text 1216.62

AutoCAD SHX Text 1217.45

AutoCAD SHX Text 1218.52

AutoCAD SHX Text 1219.52

AutoCAD SHX Text 1219.54

AutoCAD SHX Text 1219.67

AutoCAD SHX Text 1221.83

AutoCAD SHX Text 1228.79

AutoCAD SHX Text 1232.35

AutoCAD SHX Text 1231.48

AutoCAD SHX Text 1227.49

AutoCAD SHX Text 1227.31

AutoCAD SHX Text 1226.68

AutoCAD SHX Text 1227.36

AutoCAD SHX Text 1226.97

AutoCAD SHX Text 1224.95

AutoCAD SHX Text 1224.80

AutoCAD SHX Text 1225.07

AutoCAD SHX Text 1225.26

AutoCAD SHX Text 1225.37

AutoCAD SHX Text 1225.48

AutoCAD SHX Text 1225.60

AutoCAD SHX Text 1225.82

AutoCAD SHX Text 1225.88

AutoCAD SHX Text 1225.89

AutoCAD SHX Text 1226.21

AutoCAD SHX Text 1227.02

AutoCAD SHX Text 1227.29

AutoCAD SHX Text 1228.79

AutoCAD SHX Text 1230.63

AutoCAD SHX Text 1231.19

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

DESIGN SURFACE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

STATION 1+60

AutoCAD SHX Text

STATION 1+80

AutoCAD SHX Text

STATION 2+00

AutoCAD SHX Text

STATION 2+20

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

8/1 6/2

2 1 4:

K C:

_R 9\O

\E B

.D W

REGION 9

EASTERN REGION

EAST BRANCH

ONTONAGON

RIVER LOWER

DAM REMOVAL

OTTAWA NATIONAL

FOREST

KENTON RANGER DISTRICT

CROSS SECTIONS

STA 2+40 TO STA. 3+00

8/16/2022

B.GUBERNICK R.G.

X.XXX

C-05 9 14

EXISTING

GROUND

FINISH GRADE

/SURFACE

EXISTING

GROUND

FINISH GRADE

/SURFACE

EXISTING

GROUND

FINISH GRADE

/SURFACE

EXISTING

GROUND

FINISH GRADE

/SURFACE

AutoCAD SHX Text

AutoCAD SHX Text Station2+40.00

AutoCAD SHX Text Horizontal scale is 1" = 10ft

AutoCAD SHX Text Vertical scale is 1" = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883441.6886

AutoCAD SHX Text E = 1190983.4236

AutoCAD SHX Text Bearing of cross section = N72 19'07"E

AutoCAD SHX Text 1219.45

AutoCAD SHX Text 1219.35

AutoCAD SHX Text 1219.30

AutoCAD SHX Text 1218.96

AutoCAD SHX Text 1217.95

AutoCAD SHX Text 1217.80

AutoCAD SHX Text 1217.25

AutoCAD SHX Text 1217.20

AutoCAD SHX Text 1217.64

AutoCAD SHX Text 1217.80

AutoCAD SHX Text 1219.30

AutoCAD SHX Text 1219.31

AutoCAD SHX Text 1219.35

AutoCAD SHX Text 1219.41

AutoCAD SHX Text 1219.50

AutoCAD SHX Text 1221.76

AutoCAD SHX Text 1223.24

AutoCAD SHX Text 1238.61

AutoCAD SHX Text 1227.00

AutoCAD SHX Text 1222.23

AutoCAD SHX Text 1222.29

AutoCAD SHX Text 1221.11

AutoCAD SHX Text 1219.45

AutoCAD SHX Text 1218.15

AutoCAD SHX Text 1217.66

AutoCAD SHX Text 1217.71

AutoCAD SHX Text 1217.76

AutoCAD SHX Text 1217.95

AutoCAD SHX Text 1217.97

AutoCAD SHX Text 1218.50

AutoCAD SHX Text 1218.57

AutoCAD SHX Text 1219.10

AutoCAD SHX Text 1219.19

AutoCAD SHX Text 1219.36

AutoCAD SHX Text 1219.41

AutoCAD SHX Text 1220.17

AutoCAD SHX Text 1220.76

AutoCAD SHX Text 1221.94

AutoCAD SHX Text 1222.57

AutoCAD SHX Text 1223.24

AutoCAD SHX Text 1226.29

AutoCAD SHX Text 1230.90

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text Station2+60.00

AutoCAD SHX Text Horizontal scale is = 10ft

AutoCAD SHX Text Vertical scale is = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883460.7438

AutoCAD SHX Text E = 1190977.3491

AutoCAD SHX Text Bearing of cross section = N72 19'07"E

AutoCAD SHX Text 1219.19

AutoCAD SHX Text 1219.18

AutoCAD SHX Text 1219.15

AutoCAD SHX Text 1219.06

AutoCAD SHX Text 1218.89

AutoCAD SHX Text 1218.88

AutoCAD SHX Text 1218.84

AutoCAD SHX Text 1218.82

AutoCAD SHX Text 1218.69

AutoCAD SHX Text 1218.64

AutoCAD SHX Text 1218.63

AutoCAD SHX Text 1217.88

AutoCAD SHX Text 1217.58

AutoCAD SHX Text 1217.35

AutoCAD SHX Text 1216.80

AutoCAD SHX Text 1217.56

AutoCAD SHX Text 1217.58

AutoCAD SHX Text 1218.63

AutoCAD SHX Text 1218.64

AutoCAD SHX Text 1218.67

AutoCAD SHX Text 1218.70

AutoCAD SHX Text 1218.76

AutoCAD SHX Text 1218.85

AutoCAD SHX Text 1231.47

AutoCAD SHX Text 1219.19

AutoCAD SHX Text 1218.58

AutoCAD SHX Text 1217.77

AutoCAD SHX Text 1217.78

AutoCAD SHX Text 1216.86

AutoCAD SHX Text 1216.73

AutoCAD SHX Text 1216.31

AutoCAD SHX Text 1216.82

AutoCAD SHX Text 1216.40

AutoCAD SHX Text 1215.27

AutoCAD SHX Text 1214.32

AutoCAD SHX Text 1213.08

AutoCAD SHX Text 1213.11

AutoCAD SHX Text 1213.13

AutoCAD SHX Text 1213.16

AutoCAD SHX Text 1213.39

AutoCAD SHX Text 1213.75

AutoCAD SHX Text 1214.24

AutoCAD SHX Text 1214.23

AutoCAD SHX Text 1214.21

AutoCAD SHX Text 1214.62

AutoCAD SHX Text 1215.44

AutoCAD SHX Text 1216.69

AutoCAD SHX Text 1218.85

AutoCAD SHX Text 1219.74

AutoCAD SHX Text 1221.16

AutoCAD SHX Text 1223.02

AutoCAD SHX Text 1223.66

AutoCAD SHX Text 1235.28

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text Station2+80.00

AutoCAD SHX Text Horizontal scale is 1" = 10ft

AutoCAD SHX Text Vertical scale is 1" = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883479.3595

AutoCAD SHX Text E = 1190970.1372

AutoCAD SHX Text Bearing of cross section = N61 58'54"E

AutoCAD SHX Text 1218.90

AutoCAD SHX Text 1218.87

AutoCAD SHX Text 1218.86

AutoCAD SHX Text 1218.83

AutoCAD SHX Text 1218.61

AutoCAD SHX Text 1218.59

AutoCAD SHX Text 1218.52

AutoCAD SHX Text 1218.50

AutoCAD SHX Text 1218.47

AutoCAD SHX Text 1218.42

AutoCAD SHX Text 1218.37

AutoCAD SHX Text 1218.36

AutoCAD SHX Text 1218.35

AutoCAD SHX Text 1216.00

AutoCAD SHX Text 1215.61

AutoCAD SHX Text 1215.58

AutoCAD SHX Text 1215.56

AutoCAD SHX Text 1216.97

AutoCAD SHX Text 1218.35

AutoCAD SHX Text 1218.39

AutoCAD SHX Text 1218.47

AutoCAD SHX Text 1218.49

AutoCAD SHX Text 1218.52

AutoCAD SHX Text 1231.10

AutoCAD SHX Text 1218.90

AutoCAD SHX Text 1216.84

AutoCAD SHX Text 1216.85

AutoCAD SHX Text 1216.83

AutoCAD SHX Text 1216.58

AutoCAD SHX Text 1215.72

AutoCAD SHX Text 1216.75

AutoCAD SHX Text 1215.95

AutoCAD SHX Text 1214.92

AutoCAD SHX Text 1213.96

AutoCAD SHX Text 1213.44

AutoCAD SHX Text 1212.37

AutoCAD SHX Text 1211.78

AutoCAD SHX Text 1211.84

AutoCAD SHX Text 1212.11

AutoCAD SHX Text 1212.34

AutoCAD SHX Text 1212.50

AutoCAD SHX Text 1212.90

AutoCAD SHX Text 1213.66

AutoCAD SHX Text 1214.05

AutoCAD SHX Text 1214.72

AutoCAD SHX Text 1216.81

AutoCAD SHX Text 1217.19

AutoCAD SHX Text 1218.52

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text -10

AutoCAD SHX Text

AutoCAD SHX Text -90

AutoCAD SHX Text -80

AutoCAD SHX Text -70

AutoCAD SHX Text -60

AutoCAD SHX Text -50

AutoCAD SHX Text -40

AutoCAD SHX Text -30

AutoCAD SHX Text -20

AutoCAD SHX Text

AutoCAD SHX Text Station3+00.00

AutoCAD SHX Text Horizontal scale is 1" = 10ft

AutoCAD SHX Text Vertical scale is 1" = 5ft

AutoCAD SHX Text Center line Coordinates

AutoCAD SHX Text N = 16883495.5657

AutoCAD SHX Text E = 1190958.5172

AutoCAD SHX Text Bearing of cross section = N47 25'28"E

AutoCAD SHX Text 1218.99

AutoCAD SHX Text 1218.96

AutoCAD SHX Text 1218.91

AutoCAD SHX Text 1218.82

AutoCAD SHX Text 1218.68

AutoCAD SHX Text 1218.67

AutoCAD SHX Text 1218.65

AutoCAD SHX Text 1218.64

AutoCAD SHX Text 1218.63

AutoCAD SHX Text 1218.49

AutoCAD SHX Text 1218.48

AutoCAD SHX Text 1217.82

AutoCAD SHX Text 1217.20

AutoCAD SHX Text…

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File details come from the government source that posted it. Updated Jun 22, 2023.