AttachmentJ4_Newsome_Creek_R2_Final_Design_Drawings_Part_1_of_3.pdf

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NEWSOME

CREEK

PROJECT LOCATION

NEWSOME

CREEK ROAD

(NF-1858)

LOCATION MAP

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SHEET NO.

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DESCRIPTION

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INDEX TO SHEETS

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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION ONE

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FOREST

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IDAHO

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CLW

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STATE

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PROJECT NAME

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SHEET

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SHEETS

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TOTAL

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STAFF OFFICER

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FOREST SUPERVISOR

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TECH. SERVICES

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APPROVED:

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DATE

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DATE

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RECOMMENDED:

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DISTRICT RANGER

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APPROVED:

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DATE

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CS G1 C1 C2

AutoCAD SHX Text COVER SHEET GENERAL NOTES, INFORMATION, & ABBREVIATIONS EXISTING CONDITIONS SITE ACCESS & HAUL ROUTES DESIGN PLAN & PROFILE (UPPER) CROSS-SECTIONS (UPPER) DESIGN PLAN & PROFILE (MIDDLE) CROSS-SECTIONS (MIDDLE) DESIGN PLAN & PROFILE (LOWER) CROSS-SECTIONS (LOWER) STREAM CHANNEL ALIGNMENT & FEATURES TABLES BEDFORM SEQUENCING TABLES SIDE CHANNELS 1-4 PLAN & PROFILE SIDE CHANNELS 5-8 PLAN & PROFILE SIDE CHANNELS 9-10 PLAN & PROFILE FINAL ROAD & TRAIL PLAN DETAILS - FLOW DEFLECTING HABITAT STRUCTURE & CHANNEL SPANNING KEY STRUCTURE DETAILS - LONGITUDINAL PROFILES & CONSTRUCTED CHANNEL DETAILS - CONSTRUCTED CHANNEL TYPICAL CROSS-SECTIONS DETAILS - SIDE CHANNEL & BRUSH FASCINE DETAILS - CHANNEL DIVERSION STRUCTURE & SOD HARVEST DETAILS - SYSTEM OF WOOD, FILL AREA, & FOOT TRAIL

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NEZ PERCE - CLEARWATER N.F.

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CONSTRUCTION PLANS FOR NEWSOME CREEK REACH 2 STREAM HABITAT IMPROVEMENT

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121 S. JACKSON STREET

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TERRAGRAPHICS ENVIRONMENTAL ENGINEERING, INC.

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MOSCOW, IDAHO 83843

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TELEPHONE: (208) 882-7858

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ENGINEER:

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NEZ PERCE-CLEARWATER NATIONAL FOREST

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RED RIVER RANGER DISTRICT

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NEWSOME CREEK REACH 2

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NOVEMBER 2016

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IDAHO COUNTY, IDAHO

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300 AMERICAN RIVER ROAD

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ELK CITY, IDAHO 83525

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STREAM HABITAT IMPROVEMENT

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FINAL DESIGN

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300 WEST MAIN STREET

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NEZ PERCE TRIBE

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GRANGEVILLE, IDAHO 83530

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TELEPHONE: (208) 983-0675

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PROJECT PARTNER:

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TELEPHONE: (208) 842-2245

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PROJECT LOCATION

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GRANGEVILLE

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KOOSKIA

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IDAHO

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SUPERIOR

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MISSOULA

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COUER D'ALENE

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LEWISTON

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MOSCOW

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OROFINO

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WASHINGTON

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MONTANA

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CANADA

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NEZ PERCE-CLEARWATER NATIONAL FORESTS

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ELK CITY

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NP

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905 NORTHEAST 11TH AVENUE

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BONNEVILLE POWER ADMINISTRATION

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PORTLAND, OREGON 97232

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TELEPHONE: (503) 230-3000

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

A. HEITMANN

A. HEITMANN

SHEET NAME:

SHEET:

PROJECT NO.:

DATE:

G1

NO. DATE REVISIONS BY CHK

11/28/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

NOT APPLICABLE

S. FIROR

11/29/2016

GENERAL NOTES, LEGEND,

& ABBREVIATIONS

NEWSOME CREEK REACH 2

STREAM HABITAT IMPROVEMENT

NEAR ELK CITY, ID

11/29/2016

16077

LEGEND AND SYMBOLS

C1

POINT AT WHICH SECTION

OR DETAIL IS TAKEN

PAGE ON WHICH SECTION

OR DETAIL IS SHOWN

SECTION

DETAIL

NUMBER INDICATES

DESIGNATION OF

SECTION

INDICATES SHEET

WHERE SECTION IS

SHOWN. A DASH (-)

INDICATES SECTION IS

SHOWN ON SAME SHEET

AS NOTED

NUMBER INDICATES

DESIGNATION OF

DETAIL

NUMBER INDICATES

DESIGNATION OF

SECTION

NUMBER INDICATES

DESIGNATION OF

DETAIL

SCALE

SCALE

DESIGN FEATURE

CHANNEL DIVERSION STRUCTURE

GENERAL NOTES

ABBREVIATIONS

EXISTING FEATURE

1. CALL BEFORE YOU DIG: 1-800-342-1585. THIS DRAWING MAY NOT INCLUDE ALL OF THE UTILITIES PRESENT AT THE SITE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT ALL ABOVE-GRADE AND BELOW-GRADE UTILITIES.

2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS REQUIRED BY THE UTILITY COMPANIES WHILE WORKING AROUND UTILITIES.

3. THE CONTRACTOR IS RESPONSIBLE FOR SITE CONTROLS AND THE HEALTH AND SAFETY OF THEIR EMPLOYEES AT ALL TIMES.

4. THE CONTRACTOR SHALL NOT DEVIATE FROM THE LIMITS AND TOLERANCES THAT ARE IDENTIFIED IN THE PLANS AND SPECIFICATIONS

WITHOUT APPROVAL FROM THE GOVERNMENT.

5. THESE PLANS AND PROJECT SPECIFICATIONS CONSTITUTE THE ENGINEERING DESIGN FOR CHANNEL REALIGNMENT AND FLOODPLAIN

RESTORATION. FIELD ADJUSTMENTS ARE ANTICIPATED DUE TO THE DYNAMICS OF NEWSOME CREEK AND ITS FLOODPLAIN. THE

GOVERNMENT SHALL BE CONSULTED ON ALL DEVIATIONS FROM THE PROJECT DESIGN THAT ARE BEYOND THE ALLOWABLE TOLERANCES.

6. ALL EXISTING MATURE VEGETATION SHALL BE PROTECTED AND REMAIN UNDISTURBED UNLESS DIRECTED OTHERWISE BY THE

GOVERNMENT'S FIELD REPRESENTATIVE OR AS NOTED ON PLANS.

7. THE GOVERNMENT SHALL BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.

8. THE CONTRACTOR IS RESPONSIBLE FOR COMPILING AND PROVIDING TO THE GOVERNMENT A SWPPP AND A HEALTH AND SAFETY PLAN AT

LEAST TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION.

9. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION GENERAL PERMIT (15 DAY WAIT). THE GOVERNMENT IS RESPONSIBLE FOR ALL

OTHER APPLICABLE PERMITS AND WILL PROVIDE THE NECESSARY DOCUMENTATION TO THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION.

10. EXISTING CONDITIONS ARE BASED ON A COMPILATION OF LIDAR AND GPS SURVEY. SLIGHT DISCREPANCIES AT THE TRANSITION OF THE TWO

DATA BOUNDARIES ARE PRESENT AND LOCATIONS SHALL BE TREATED AS APPROXIMATE. THE DESIGN GRADES ARE INTENDED TO TIE INTO

THE EXISTING GROUND. ADJUST THE TIE INS IN THE FIELD AS NEEDED BASED ON ACTUAL CONDITIONS.

11. SURVEY DATA AND CONTROL POINTS ARE IDAHO STATE PLANE (ISP), NAD 83, ZONE WEST, US FT. VERTICAL CONTROL IS NAVD 88.

12. ANY LEFT AND RIGHT BANK DESIGNATIONS INDICATED ON THE PLANS ARE LOOKING DOWNSTREAM.

13. ANY EXISTING SURFACES WITHIN 0.5 FEET OF THE DESIGN ELEVATION SHALL NOT BE DISTURBED UNLESS REQUESTED BY THE

GOVERNMENT.

KEY KEY STRUCTURE

LF LINEAR FEET

LJ LOG JAM

MAX MAXIMUM

MIN MINIMUM

N: NORTHING

N/A NOT APPLICABLE

NAD NORTH AMERICAN DATUM

NAVD NORTH AMERICAN VERTICAL DATUM

MIN. NUMBER

NTS NOT TO SCALE

REQ'D REQUESTED

SF SQUARE FEET

STA STATION

SWPPP STORMWATER POLLUTION PREVENTION PLAN

TBD TO BE DETERMINED

TOB TOP OF BANK

TYP TYPICAL

US UNITED STATES

& AND

% PERCENT

ALGN ALIGNMENT

APPROX. APPROXIMATELY

BF BRUSH FASCINE

CDS CHANNEL DIVERSION STRUCTURE

CY CUBIC YARD

D50 MEDIAN DIAMETER IN PARTICLE

DISTRIBUTION

DES. DESIGN

DIA. DIAMETER

E: EASTING

ELEV ELEVATION

FA FILL AREA

FT FEET

' FEET

GOV'T GOVERNMENT

GPS GLOBAL POSITIONING SYSTEM

ID IDAHO

" INCHES

ISP IDAHO STATE PLANE

EXISTING MAJOR CONTOUR (5')

EXISTING MINOR CONTOUR (1')

C1

EXISTING THALWEG

EXISTING TOPSOIL STOCKPILE

EXISTING LOGS STOCKPILE

DESIGN SWALE

DESIGN CHANNEL THALWEG

DESIGN STREAM CHANNEL

EXISTING POND

FILL AREA

EXISTING LOG SILL

DESIGN SIDE CHANNEL

EXISTING TAILINGS REPOSITORY

EXISTING LOG JAM

DESIGN TRAIL (NEW)

DESIGN CHANNEL SPANNING

KEY STRUCTURE

DESIGN FLOW DEFLECTING

HABITAT STRUCTURE

DECOMMISSION TRAIL

DESIGN BRUSH FASCINE

BF 5

KEY 5

HS 2

DESIGN MAJOR CONTOUR (5')

DESIGN MINOR CONTOUR (1')

FILL AREA END TAPER

DESIGN TRAIL (UPGRADE)

PERMANENT CONTROL POINT

(REBAR WITH ALUMINUM CAP)

TURNING POINT

(6" SPIKE)

PIN06

N: 1550336.89

E: 2654841.31

ELEV: 4037.027

PIN07

N: 1550791.88

E: 2654669.10

ELEV: 4042.597

PIN08

N: 1551287.58

E: 2654398.68

ELEV: 4048.220

PIN09

N: 1551739.17

E: 2654435.51

ELEV: 4052.170

PIN10

N: 1551981.40

E: 2654199.52

ELEV: 4054.989

N01

N: 1549630.32

E: 2654704.44

ELEV: 4033.130

N02

N: 1548074.31

E: 2655056.82

ELEV: 4024.456

N03

N: 1549878.62

E: 2654525.27

ELEV: 4059.031

PIN01

N: 1548419.40

E: 2654849.80

ELEV: 4025.600

PIN02

N: 1548940.69

E: 2654684.27

ELEV: 4029.679

PIN03

N: 1549206.51

E: 2654680.33

ELEV: 4030.003

PIN04

N: 1549576.48

E: 2654761.28

ELEV: 4032.653

PIN05

N: 1549879.73

E: 2654812.53

ELEV: 4034.720

PIN11

N: 1549231.36

E: 2654711.21

ELEV: 4030.787

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

A. HEITMANN

A. HEITMANN

SHEET NAME:

PROJECT NO.:

DATE:

C1

NO. DATE REVISIONS BY CHK

11/28/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

1" = 300'

S. FIROR

11/29/2016

EXISTING CONDITIONS

NEWSOME CREEK REACH 2

STREAM HABITAT IMPROVEMENT

NEAR ELK CITY, IDAHO

11/29/2016

16077

S

T

A

R

T

E

A

C

H

N

D

R

E A

FLOW

TAILINGS REPOSITORY

PONDS

LOG JAMS

LOG STOCKPILE

BOULDER POOL

LOG SILLS (TYP)

LOG SILLS (TYP)

MULE CREEK

SCALE:

0 75 150

1" = 150'

N

S

W

E

F

L

O

W

TAILINGS REPOSITORY

N

E

W

S

O

M

E

E

K

NEWSOME CREEK

SHEET:

TRAIL

TRAIL

SCALE:

0 75 150

1" = 150'

N

S

W

E

TOPSOIL STOCKPILE

(APPROX. 400 CY)

TOPSOIL STOCKPILE

(APPROX. 1,100 CY)

TOPSOIL STOCKPILE

(APPROX. 700 CY)

M A

T C

H

L I N

E

M A

T C

H

L I N

E

PERMANENT

CONTROL POINT

(REBAR WITH

ALUMINUM CAP)

TURNING POINT

(6" SPIKE)

LEGEND

LOGS (TYP)

DRAINAGE DITCH

DATE:

CHECKED:

ENGINEER:

DRAWN BY:

B. DAVIS

A. HEITMANN

A. HEITMANN

SHEET NAME:

PROJECT NO.:

DATE:

C2

NO. DATE REVISIONS BY CHK

11/28/2016

COORDINATE SYSTEM:

SCALE:

APPROVED:

DATE:

ISP, NAD 83, US FT, WEST

1" = 300'

S. FIROR

11/29/2016

SITE ACCESS &

HAUL ROUTES

NEWSOME CREEK REACH 2

STREAM HABITAT IMPROVEMENT

NEAR ELK CITY, IDAHO

11/29/2016

16077

SCALE:

0 150 300

1" = 300'

N S

W E

N

E

W

S

O

M

E

E

K

F

L

O

W

EXISTING TRAIL

EXISTING PRIMARY ACCESS

ROUTE. REMOVE EXISTING

SLASH FROM ROUTE TO GAIN

CONSTRUCTION ACCESS. MINOR

ROAD GRADING MAY ALSO BE

REQUIRED. (APPROX. 3,875 LF).

T

O

I

G

H

W

A

Y

N

E

W

S

O

M

E

C R

E E

K

R

O

A

D

SHEET:

EXISTING

USFS GATE

U

S

F

S

TEMPORARY MEADOW ACCESS

ROUTE. LOCATIONS TO BE

DETERMINED BY CONTRACTOR

& APPROVED BY GOV'T.

TEMPORARY MEADOW ACCESS

ROUTES. LOCATIONS TO BE

DETERMINED BY CONTRACTOR

& APPROVED BY GOV'T.

REMOVE EXISTING LOGS AS

NEEDED TO GAIN FULL

ACCESS TO PROJECT LIMITS

(APPROX. 1,850 LF)