C04_Attachment1_Plans_NINEMILE_CREEK.pdf

VICINITY MAP &

ENGINEERS

PLANNERS

SURVEYORS

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BRITISH COLUMBIA

ID

A H

O

OREGON

CANADA

UNITED STATES

P A C

IF

IC

O C

A E

N tS rait of Juan de Fuca

OC LUM

BIA RIVER

A

SN

KE RVERI

M

COLU BIA

V

RI

ER

Banks Lakes

Moses Lakes

Potholes Reservoir

OLYMPIC

NATIONAL

PARK

MOUNT

RAINIER

N.P.

MOUNT

ST. HELENS

NAT'L VOLC.

MON.

NORTH

CASCADES

NATIONAL

PARK

BELLINGHAM

Forks

Aberdeen

Chehalis

Longview

OLYMPIA

TACOMA

SEATTLE

EVERETT

Wenatchee

Moses Lake

SPOKANE

Pullman

Pasco

RICHLAND

Kennewick Walla Walla

PORT

ANGELES

Port Townsend

Mt.

Vernon

VANCOUVER

195101

YAKIMA

un d oS teguP

PROJECT

LOCATION

DATEDISTRICT RANGER

APPROVED:

DATE

WENATCHEE RIVER RANGER DISTRICT

FOREST ENGINEER

OKANOGAN-WENATCHEE NATIONAL FOREST

DATEFOREST SUPERVISOR

OKANOGAN-WENATCHEE NATIONAL FOREST

RECOMMENDED:

T28N T27N

R E

R E

TRAVEL DIRECTIONS: TO ACCESS THE PROJECT AREA FROM LEAVENWORTH, WASHINGTON, HEAD WEST ON US HIGHWAY 2 FOR APPROXIMATELY 15.1 MILES THEN RUN NORTH (RIGHT) ON WASHINGTON STATE HIGHWAY 207. FOLLOW STATE HIGHWAY 207 FOR APPROXIMATELY 4.4 MILES THEN CONTINUE STRAIGHT ON TO LAKE WENATCHEE HIGHWAY. AFTER APPROXIMATELY 5.3 MILES, LAKE WENATCHEE HIGHWAY TURNS INTO WHITE RIVER ROAD. FOLLOW WHITE RIVER ROAD FOR 0.8 MILES THEN CONTINUE STRAIGHT ON LITTLE WENATCHEE ROAD. FOLLOW LITTLE WENATCHEE ROAD FOR APPROXIMATELY 2.15 MILES WHERE IT ENDS AT THE FOREST SERVICE GATE THEN THE ROAD FROM THE GATE ON BECOMES LITTLE WENATCHEE RIVER ROAD (FOREST ROAD 6500). FOLLOW FOREST ROAD 6500 FOR APPROXIMATELY 4.79 MILES TO THE JUNCTION OF THE 6500 AND 6700 ROADS THEN CONTINUE STRAIGHT ON FOREST ROAD 6500 FOR APPROXIMATELY 1.884 MILES TO THE NINEMILE CREEK CROSSING.

DATEREGIONAL BRIDGE ENGINEER

TECHNICAL REVIEW:

PACIFIC NORTHWEST REGION

RO SIGNATURES:

DATEDIRECTOR OF ENGINEERING

APPROVED BY:

PACIFIC NORTHWEST REGIONPROJECT

LOCATION

R34904

INDEX TO SHEETS

NO. DESCRIPTION

1 COVER

2 SUMMARY OF ESTIMATED QUANTITIES

3 GENERAL NOTES

4 PROJECT CONTROL

5 TYPICAL SECTIONS

6 - 7 ROAD PLAN & PROFILE

8 BRIDGE GENERAL LAYOUT

9 STRUCTURE EXCAVATION

10 FOUNDATION PLAN

11 - 12 RIPRAP PLAN

13 - 14 BORING LOGS

15 - 17 ABUTMENT PLAN, ELEVATION, & DETAILS

18 - 22 SUPERSTRUCTURE PLAN & DETAILS

23 - 26 STREAM SIMULATION DESIGN & DETAILS

27 TRAFFIC CONTROL

XS1 - XS5 ROAD CROSS SECTIONS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 6

WENATCHEE RIVER RANGER DISTRICT

OKANOGAN-WENATCHEE NATIONAL FOREST

CHELAN COUNTY, WASHINGTON

CONSTRUCTION PLANS FOR:

NINEMILE CREEK BRIDGE DESIGN

AS PART OF DISASTER RELIEF

ROAD 6500000, MP 6.674

NINEMILE CREEK

STRUCTURE NO: 061707000037202

LATITUDE: 47.862927

LONGITUDE: -121.975139

MATERIAL SOURCES

GOVERNMENT FURNISHED

STREAM SIMULATION MATERIAL

CONTRACTOR FURNISHED

WASTE SITE

STRUCTURAL BACKFILL

RIPRAP

AGGREGATE BASE, SUBBASE, & SURFACE COURSE

ALTERNATE

CHANNEL ROCK

Asst.

ITEM NO. ITEM DESCRIPTION

MEASUREMENT

QTY COMMENTS

METHOD UNIT

15101 MOBILIZATION LSQ LUMP SUM ALL INCLUDES TRAFFIC CONTROL.

15201 CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE A LSQ LUMP SUM ALL LICENSED WASHINGTON STATE SURVEYOR REQUIRED

15401 CONTRACTOR TESTING LSQ LUMP SUM ALL

15713 SOIL EROSION & POLLUTION CONTROL LSQ LUMP SUM ALL INCLUDES DEWATERING AND FISH SALVAGE. SEE GENERAL NOTES SHEET 25.

20302 REMOVAL OF EXISTING CULVERT, DISPOSAL METHOD A AQ EACH 1 REMOVE OFF NATIONAL FOREST LANDS.

20304 REMOVAL OF EXISTING ASPHALT CONCRETE PAVEMENT, DISPOSAL METHOD A CQ SQUARE YARD 1230 REMOVE OFF NATIONAL FOREST LANDS.

20407 ROAD EXCAVATION CQ CUBIC YARD 145 IN PLACE QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL.

20801A STRUCTURE EXCAVATION CQ CUBIC YARD 100 SEE SHEET 9.

20801B CHANNEL EXCAVATION CQ CUBIC YARD 850 SEE SHEETS 23-24.

20803 STRUCTURAL BACKFILL CQ CUBIC YARD 95 IN PLACE QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL. COMMERCIAL SOURCE, CERTIFIED WEED FREE.

25101 PLACED RIPRAP, CLASS 3 CQ CUBIC YARD 145 IN PLACE QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL. COMMERCIAL SOURCE, CERTIFIED WEED FREE.

27201 GEOCELL ABUTMENT STABILIZATION, 6" DEPTH CQ SQUARE YARD 35 INCLUDES CONTRACTOR FURNISHED COARSE GRANULAR BACKFILL AND GEOTEXTILE.

30202 AGGREGATE BASE, METHOD 2 CQ TON 225

IN PLACE QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL. COMMERCIAL SOURCE, CERTIFIED WEED FREE.

WSDOT 5/8" MINUS ACCEPTABLE SUBSTITUTE

30205 SUBBASE, METHOD 2 CQ TON 485

IN PLACE QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL. COMMERCIAL SOURCE, CERTIFIED WEED FREE.

WSDOT 3" MINUS ACCEPTABLE SUBSTITUTE

40304 ASPHALT CONCRETE, WSDOT, TYPE II CQ TON 250

55220A PRECAST CONCRETE MEMBER, GRADE BEAM AQ EACH 2 INCLUDES REINFORCING STEEL.

55220B PRECAST CONCRETE MEMBER, WINGWALL AQ EACH 4 INCLUDES REINFORCING STEEL.

55301A PRECAST, PRESTRESSED CONCRETE MEMBER, 30" SLAB, 80' LONG AQ EACH 3 ODOT BR422 & BR445

55301B PRECAST, PRESTRESSED CONCRETE MEMBER, 30" SLAB, 80' LONG W/ CURB AQ EACH 2 ODOT BR422 & BR445

60202

71 INCH SPAN, 47 INCH RISE, PIPE CULVERT, CMP GALVANIZED THICKNESS 0.109

INCH MINIMUM

CQ LINEAR FOOT 42 INCLUDES BEDDING & BACKFILL MATERIAL

62552 SEEDING & MULCHING, DRY METHOD LSQ LUMP SUM ALL

CONTRACTOR FURNISHED SEED. RE-SEED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. MULCH &

STRAW MUST BE FROM AN APPROVED WEED-FREE SOURCE.

63304A

SIGN, 25 MPH CURVE WARNING PANEL, TYPE III, IV, IX, XI, RETROREFLECTIVE

SHEETING

AQ EACH 2 POSTS, HARDWARE, AND INSTALLATION INDIRECT TO THIS BID ITEM. 25 MPH CURVE WARNING SIGN, W1-2A

63304B SIGN, ONE LANE BRIDGE PANEL, TYPE III, IV, IX, XI, RETROREFLECTIVE SHEETING AQ EACH 2 POSTS, HARDWARE, AND INSTALLATION INDIRECT TO THIS BID ITEM. ONE LANE BRIDGE, W5-3

63307 OBJECT MARKER, TYPE 3 AQ EACH 4 POSTS, HARDWARE, AND INSTALLATION INDIRECT TO THIS BID ITEM.

64801 PLACED STREAMBED SIMULATION MATERIAL, BED CLASS 2, METHOD A CQ CUBIC YARD 50 MATERIAL TO BE SALVAGED FROM EXCAVATION. NOTIFY CO AT LEAST FIVE (5) DAYS PRIOR TO PERFORMING

THE WORK AND AFTER MATERIAL SALVAGE IS COMPLETE. PLACE AT DIRECTION OF CO.

64803

PLACED CHANNEL ROCK FOR BANK MARGINS AND ROCK STRUCTURES, CLASS

CR-0, METHOD A

CQ CUBIC YARD 95

MATERIAL TO BE SALVAGED FROM EXCAVATION. NOTIFY CO AT LEAST FIVE (5) DAYS PRIOR TO PERFORMING

THE WORK AND AFTER MATERIAL SALVAGE IS COMPLETE.

AQ = ACTUAL QUANTITY LSQ = LUMP SUM QUANTITY CQ = CONTRACT QUANTITY (SEE SECTION 109.02(B) OF THE STANDARD SPECIFICATIONS)

ITEM

NO.

ITEM DESCRIPTION

MEASUREMENT

QTY COMMENTS

METHOD UNIT

62201 EQUIPMENT RENTAL, HYDRAULIC EXCAVATOR WITH THUMB AQ HOUR 24

INCLUDES CHANNEL ROCK, ROOTWAD, AND STREAMBED FEATURE PLACEMENT AND

ADJUSTMENTS, AND MISCELLANEOUS ITEMS AS DIRECTED BY THE CO.

BASE SCHEDULE

OPTION ITEMS

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

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REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUMMARY OF

ESTIMATED

QUANTITIES

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 2

WENATCHEE RIVER

RANGER DISTRICT

CONCRETE: USE CLASS A(AE) OR P(AE) CONCRETE FOR ALL CAST-IN-PLACE AND PRECAST, NON-PRESTRESSED CONCRETE WITH A MINIMUM OF F'C = 4500 PSI AT TWENTY-EIGHT (28) DAYS AND AN ENTRAINED AIR CONTENT IN ACCORDANCE WITH

SECTION 552.

USE CLASS "P" PRESTRESSED CONCRETE WITH STRENGTH REQUIREMENTS AS DETERMINED BY THE PRESTRESSED SLAB FABRICATOR, EXCEPT AS FOLLOWS. THE MINIMUM TWENTY-EIGHT (28) DAY COMPRESSIVE STRENGTH IS 5500 PSI (F'C = 5500 PSI) AND THE MINIMUM COMPRESSIVE STRENGTH AT TRANSFER OF PRESTRESS FORCE IS 4500 PSI (F'C = 4500 PSI). AS MINIMUM, USE CONCRETE WITH AN ENTRAINED AIR CONTENT OF 5% ±1% IN THE TOP TWO INCHES OF THE PRESTRESSED SLAB.

SEE SLAB SCHEDULE, SHEETS 18-22 FOR PRESTRESSED SLAB SPECIFICATIONS AND DETAILS.

SUBMIT MIX DESIGN FOR CONCRETE IN ACCORDANCE WITH FP-14. CHAMFER ALL EXPOSED EDGES OF CONCRETE 3/4" AND FILLET ALL ACUTE ANGLES 3/4" UNLESS OTHERWISE NOTED.

REINFORCING STEEL: USE NON-PRESTRESSED REINFORCING OF THE DEFORMED TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. CONCRETE COVER SHALL BE AS SHOWN; WHERE NOT SHOWN IT SHALL CONFORM TO AASHTO. CUT AND BEND

STEEL IN ACCORDANCE WITH ACI SP-66. EPOXY COATED REINFORCING IS NOT REQUIRED.

PRESTRESSING STEEL: USE PRESTRESSING STEEL OF LOW-RELAXATION PRESTRESSING STRAND CONFORMING TO AASHTO M203, GRADE 270.

HARDWARE AND STRUCTURAL STEEL: USE STEEL SHAPES, PLATES AND BARS MEETING THE REQUIREMENTS OF ASTM A36. GALVANIZE ALL STEEL IN ACCORDANCE WITH AASHTO M111 (ASTM A123) EXCEPT WHEN COVERED BY 1 INCH OR MORE OF CONCRETE. USE HARDWARE MEETING THE REQUIREMENTS OF ASTM A307 EXCEPT AS NOTED. GALVANIZE HARDWARE IN ACCORDANCE WITH AASHTO M232 (ASTM A153) UNLESS COVERED BY 1 INCH OR MORE OF CONCRETE.

INSTALLATION OF PRESTRESSED SLABS: ERECT PRESTRESSED CONCRETE SLABS WITH VERTICAL TOLERANCES PER 553-1. IMMEDIATELY PRIOR TO SETTING BEARING PADS AND SLABS, MIX AND PLACE NON SHRINK GROUT UNDER BEARING PADS (MAX 1/2 INCH). ENSURE UNIFORM AND COMPLETE CONTACT OF SLABS ON BEARING PADS (NO "ROCKING" OR VISIBLE GAP). IF UNIFORM BEARING IS NOT ACHIEVED, LIFT SLAB AND REPEAT PROCEDURE. ANY EXCESS GROUT PROTRUDING ABOVE BOTTOM OF

BEARING PADS SHALL BE REMOVED IMMEDIATELY AFTER PLACING SLABS.

FABRICATION DRAWINGS: SUBMIT FABRICATION DRAWINGS FOR ALL PRECAST & PRESTRESSED MEMBERS TO THE CO, FOR REVIEW, A MINIMUM OF THIRTY (30) DAYS PRIOR TO FABRICATION.

BRIDGE DESIGN: STRUCTURES ARE DESIGNED FOR HL-93 LOADING IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION WITH CURRENT INTERIMS.

SEISMIC: SEISMIC PARAMETERS PER GEOTECHNICAL REPORT

SITE CLASS = D

PGA = 0.220 G PEAK GROUND ACCELERATION

SS = 0.504 HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT AT 0.2-SEC PERIOD

S1 = 0.167 HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT AT 1-SEC PERIOD

FPGA = 1.361 SITE FACTOR AT ZERO-PERIOD RANGE OF ACCELERATION RESPONSE SPECTRUM

FA = 1.397 SITE FACTOR FOR SHORT-PERIOD RANGE OF ACCELERATION RESPONSE SPECTRUM

FV = 2.132 SITE FACTOR FOR LONG-PERIOD RANGE OF ACCELERATION RESPONSE SPECTRUM

SDS = 0.704 HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT AT 0.2-S PERIOD MODIFIED BY SHORT-PERIOD SITE FACTOR SD1 = 0.356 HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT MODIFIED BY LONG-PERIOD SITE FACTOR AS = 0.299 PEAK SEISMIC GROUND ACCELERATION COEFFICIENT MODIFIED BY SHORT-PERIOD SITE FACTOR

SEISMIC ZONE = 3 SEISMIC ZONE PER AASHTO TABLE 3.10.6-1

GEOTECHNICAL PARAMETERS: SUBSTRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE PROJECT GEOTECHNICAL REPORT (SHANNON & WILSON, INC. PROJECT NUMBER 113461-001, DECEMBER 2025). SEE

SHEET 10 OF THIS PLAN SET FOR THE REQUIRED BEARING RESISTANCE.

SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND APPLICABLE FOREST

SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).

WILDLIFE FIELD WORK RESTRICTIONS: NO FIELD WORK PRIOR TO AUGUST 1 FOR NORTHERN SPOTTED OWL UNLESS APPROVED IN WRITING BY THE CONTRACTING OFFICER (CO).

DEWATERING & EROSION CONTROL PLAN: SUBMIT A DEWATERING AND SOIL EROSION AND SEDIMENT CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST THIRTY (30) DAYS PRIOR TO BEGINNING WORK. SEE SECTION 157 OF THE SUPPLEMENTAL SPECIFICATIONS FOR DETAILS. CONSTRUCT TEMPORARY MEANS TO DIVERT THE FLOW OF THE LIVE STREAM AS NECESSARY TO PERFORM WORK. DO NOT ALLOW WATER FROM EXCAVATIONS TO FLOW DIRECTLY INTO THE LIVE STREAM.

TEMPORARY TRAFFIC CONTROL: SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST THIRTY (30) DAYS PRIOR TO INTENDED USE.

EQUIPMENT STORAGE: STORAGE OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT A LOCATION APPROVED BY THE CO. IF CONTRACTOR ELECTS TO CAMP NEAR THE EQUIPMENT, OR NEARBY ON THE FOREST, A CAMPING PERMIT IS REQUIRED

PRIOR TO CAMPING.

IN-STREAM WORK: ONLY CONDUCT IN-STREAM WORK BETWEEN JULY 1ST AND SEPTEMBER 30TH, HOWEVER ONSITE WORK CAN NOT BEGIN PRIOR TO THE WILDLIFE FIELD RESTRICTIONS WITHOUT USFS APPROVAL.

FISH SALVAGE: FISH SALVAGE IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE COMPLETED IN ACCORDANCE WITH APPENDIX A OF THE FSSS. SUBMIT A FISH SALVAGE PLAN TO THE CO FOR APPROVAL AT LEAST THIRTY (30) DAYS PRIOR TO BEGINNING THE WORK. NOTIFY THE CO AT LEAST FIVE (5) BUSINESS DAYS PRIOR TO PERFORMING THE WORK AND IMMEDIATELY AFTER FISH SALVAGE IS COMPLETE. ALLOWANCE SHALL BE GIVEN TO THE FOREST SERVICE AND WASHINGTON

DEPARTMENT OF FISH AND WILDLIFE TO OBSERVE AND DIRECT ALL SALVAGE OPERATIONS.

DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE TO BE DISPOSED OF BY REMOVING FROM THE FOREST IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. DISPOSE OF EXCESS OR UNSUITABLE MATERIAL OFF USFS LAND PER FSSS, SECTION 105. HAULING OF EXCESS OR UNSUITABLE MATERIAL IS INDIRECT TO ASSOCIATED WORK.

GENERAL NOTES

MATERIAL NOTES

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

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REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

GENERAL NOTES

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 3

CONTROL POINT TABLE

POINT #

CP-4

CP-5

CP-6

NORTHING

314788.25

314841.41

314725.12

EASTING

1605876.95

1605683.67

1605483.80

ELEVATION

2300.32

2297.16

2291.38

DESCRIPTION

SET RPC

SET RPC

SET RPC

CP-4

CP-5

CP-6

CENTERLINE POINTS

POINT #

NORTHING

314757.12

314771.06

314778.89

314784.84

314797.16

314807.60

314816.03

314822.34

314826.44

314828.29

314827.85

314825.14

314823.19

314803.82

314802.53

314801.08

314794.90

314787.06

314777.61

314769.75

314766.69

314763.36

314755.17

314742.88

314729.82

314716.02

314701.51

314686.34

314670.53

314654.12

314645.71

314630.85

EASTING

1605894.56

1605880.21

1605872.16

1605865.72

1605849.98

1605832.93

1605814.81

1605795.84

1605776.28

1605756.37

1605736.39

1605716.58

1605707.82

1605630.20

1605625.03

1605619.53

1605600.51

1605582.12

1605564.50

1605552.21

1605547.75

1605542.90

1605531.40

1605515.63

1605500.48

1605486.01

1605472.25

1605459.22

1605446.98

1605435.53

1605430.13

1605421.26

ELEVATION

2300.68

2300.29

2300.09

2299.96

2299.72

2299.56

2299.40

2299.24

2299.07

2298.95

2298.97

2299.13

2299.22

2299.22

2299.17

2299.10

2298.69

2297.99

2297.00

2296.16

2295.86

2295.55

2294.85

2294.00

2293.30

2292.76

2292.37

2292.13

2292.05

2292.12

2292.17

DESCRIPTION

STA 1+40

STA 1+60

STA 1+71.23 PC

STA 1+80

STA 2+00

STA 2+20

STA 2+40

STA 2+60

STA 2+80

STA 3+00

STA 3+20

STA 3+40

STA 3+48.98 PC

STA 4+28.98

STA 4+34.31 PC

STA 4+40

STA 4+60

STA 4+80

STA 5+00

STA 5+14.59 PT

STA 5+20

STA 5+25.88 PC

STA 5+40

STA 5+60

STA 5+80

STA 6+00

STA 6+20

STA 6+40

STA 6+60

STA 6+80

STA 6+90

STA 7+07.31 PC

POINT TABLE

POINT #

NORTHING

314823.07

314803.94

EASTING

1605707.33

1605630.68

ELEVATION

2293.43

2293.43

DESCRIPTION

ABUTMENT 1

ABUTMENT 2

POINT TABLE

POINT #

NORTHING

314842.16

314800.16

EASTING

1605745.66

1605745.66

ELEVATION

2294.18

2292.07

DESCRIPTION

CULVERT INLET

CULVERT OUTLET

EXISTING

CULVERT

(BURIED)

EXISTING EDGE

OF ASPHALT

TO LAKE W

ENATCHEE

FL

O

W

* CENTERLINE POINTS ARE AT PROFILE GRADE AT STATIONS SHOWN.

* LAYOUT POINTS ARE TO THE BOTTOM OF THE GRADE BEAM

PROJECT CONTROL

SCALE: 1" = 100'

CONTROL POINTS ABUTMENT LAYOUT POINTS

ROAD CENTERLINE POINTS

RPC = REBAR WITH RED PLASTIC CAP SET BY DJ&A

DATE SURVEYED: 10/22/2024

COORDINATE SYSTEM: NAD83 (2011) WASHINGTON STATE PLANE

NORTH ZONE, NAVD88

EXISTING EDGE OF WATER

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

EXISTING EDGE OF ASPHALT

LEGEND

EXISTING FEATURES

EXISTING SIGN

NINEMILE CREEK

EXISTING 42"

CONCRETE CULVERT

N

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

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REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

PROJECT

CONTROL

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 4

WENATCHEE RIVER

RANGER DISTRICT

* LAYOUT POINTS ARE THE CULVERT INVERT

CULVERT LAYOUT POINTS

EXISTING CULVERT

INVERT EL 2294.18

INVERT EL 2292.07

-12.7%

-5.0% -2.2%

ROAD TYPICAL SECTION

NOT TO SCALE

RELIEF CULVERT STA 3+10.62

NOT TO SCALE

MAX.

'-0

12"

'-0

'-0

2'

CURB

CURB

OBJECT MARKERS: USE 12"X 36" TYPE 3 OBJECT MARKERS

COLORED YELLOW AND BLACK. USE MATERIAL MEETING MUTCD

OM-3L OR OM-3R SPECIFICATIONS. FASTEN TO POST W/ (2) 1/4" Ø

MACHINE BOLTS W/ WASHERS. FIELD DRILL BOLT HOLES. INSTALL

POSTS SUCH THAT THE INSIDE EDGE OF THE REFLECTORIZED

PANEL IS ON LINE WITH THE INSIDE EDGE OF THE CURB.

WARNING SIGNS

AND MARKERS

4X4 ROUGH

SAWN WOOD

POST

LEGEND

EXISTING FEATURES

CROSS SLOPES VARY. TRANSITION

TO 1% CROWN AT BRIDGE.

PROFILE GRADE

ASPHALT CONCRETE,

3" COMPACTED

THICKNESS

2H:1V

3" MINUS CRUSHED

AGGREGATE SUBBASE,

8" COMPACTED

THICKNESS

5/8" MINUS CRUSHED

AGGREGATE BASE,

4" COMPACTED THICKNESS

1.5H:1V

2H:1V

1.5H:1V

-2%

CENTERLINE

ROAD

8'-0"

16'-0"

8'-0"2'-3"5'-0" MIN.

CLEARING LIMITS

CLEAR TO: TOE OF FILL, CUT DAYLIGHT, OR 5' MIN. SHOWN.

2'-3" 5'-0" MIN.

1 -2%

CL FINISHED GRADE

71"X47" PIPE-ARCH RELIEF CULVERT

42' CULVERT LENGTH

EXISTING GROUND

28' 25'

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

TYPICAL

SECTIONS

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 5

WENATCHEE RIVER

RANGER DISTRICT

1' MIN.

COVER

EXISTING EDGE OF WATER

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

EXISTING EDGE OF ASPHALT

EXISTING CULVERT

TYPICAL SIGN INSTALLATION

NOT TO SCALE

2'-0" MIN.

VARIES

'-0

M

IN

'-0

M

IN

.EDGE OF

PAVEMENT

OR ROAD

PT 4x4 ROUGH SAWN

WOOD POST

SIGN

PER

ROAD

PLAN

'-0

M

IN

2'-0" MIN.

VARIES

'-0

M

IN

'-0

M

IN

'-0

M

IN

PT 4x4 ROUGH

SAWN WOOD

POST

SIGN

PER

ROAD

PLAN

CROSS SLOPES VARY. TRANSITION TO

1% SUPERELEVATION AT BRIDGE.

PROFILE GRADE

ASPHALT CONCRETE,

3" COMPACTED

THICKNESS

2H:1V

3" MINUS CRUSHED

AGGREGATE SUBBASE,

8" COMPACTED

THICKNESS

5/8" MINUS CRUSHED

AGGREGATE BASE,

4" COMPACTED THICKNESS

1.5H:1V

2H:1V

1.5H:1V

-2%

CENTERLINE

ROAD 8'-0"

16'-0"

8'-0" 2'-3" 5'-0" MIN.

CLEARING LIMITS

CLEAR TO: TOE OF FILL, CUT DAYLIGHT, OR 5' MIN. SHOWN.

2'-3"5'-0" MIN.

-2% 1 1

ROAD TYPICAL SECTION

NOT TO SCALE

STA 5+60 TO STA 6+90

STA 1+40 TO STA 3+48.98

STA 4+28.98 TO 5+60

CP-4

CP-5

1+00

2+00

3+00

4+00

5+00

PC: 4+34.31

PC: 1

+7

1.

P T

: 3+ 48.98

CURVE DATA:

R=175.00 L=177.75'

=58°11'50"

CURVE DATA:

R=225.00 L=80.28'

=20°26'39"

CURVE DATA:

R=225.00 L=80.28'

=20°26'39"

STA:2+20.00

OFF:8.00'L STA:2+45.00

OFF:18.00'L

STA:3+15.00

OFF:18.00'L

STA:3+40.00

OFF:9.00'L

STA:4+55.00

OFF:18.00'L

STA:4+55.00

OFF:8.00'R

STA:3+15.00

OFF:8.00'R

25 MPH CURVE

WARNING SIGN

STA:1+45.00

OFF:18.00'R

ONE LANE

BRIDGE SIGN

STA:2+45.00

OFF:13.00'R

SW-B2-02

SW-B2-01

23152320

2295 22

STA 2+80

BEGIN TRANSITION

STA 3+49

END TRANSITION

STA 4+29

BEGIN TRANSITION

STA 4+60

END TRANSITION

1+20 2+00 3+00 4+00 4+60

-0.00%

-1.00%

-2.00% 1.00%-0.81%

S T

A

.0

E L

.6

STA = 4+28.98

EL = 2299.22

S T

A

.9

E L

.2

PVI STA: 1+80.00

PVI ELEV: 2299.88

K: 42.09

LVC: 50.00

B V

C S

.0

B V

C E

.3

E V

C S

.0

E V

C E

.6

PVI STA: 3+10.00

PVI ELEV: 2298.83

K: 27.72

LVC: 50.00

B V

C S

.0

B V

C E

.0

E V

C S

.0

E V

C E

.0

PVI STA: 4+70.00

PVI ELEV: 2298.81

K: 14.03

LVC: 70.00

B V

C S

.0

B V

C E

.1

E V

C S

.0

E V

C E

.7

CENTERLINE ROAD

FINISHED GRADE

C R

E E

K N

IN

E

M

ILE

NEW

EDGE OF

ROAD

CENTERLINE

ROAD

TOE OF

FILL, TYP.

EXISTING GROUND AT

CENTERLINE ROAD

STA 1+40.00

BEGIN ROAD WORK

MATCH EXISTING

(BEGIN SURFACING)

REMOVE AND DISPOSE

EXISTING STRUCTURAL

PLATE ARCH. SEE SHEET 9

146 CY CUT, 32 CY FILL STRUCTURE EXCAVATION

SEE SHEET 9

44 CY CUT, 265 CY FILL

TOP OF

CUT, TYP.

NEW VOIDED SLAB

BRIDGE, SEE SHEET 8

NEW VOIDED SLAB

BRIDGE. SEE

SHEET 88'

8'

ROAD CONSTRUCTION NOTES:

1. QUANTITIES SHOWN ARE IN-PLACE, CALCULATED TO

SUBGRADE AND NOT ADJUSTED FOR SHRINK/SWELL.

2. CONSTRUCT ROAD EMBANKMENT IN ACCORDANCE

WITH FP-14 SECTION 204.

3. HAUL & DISPOSE UNSUITABLE MATERIAL OFF USFS

LAND PER FSSS SECTION 105. HAUL AND DISPOSAL

IS INDIRECT TO ITEM NO. 20407.

PLAN

PROFILE

SCALE IN FEET

0 15 30

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

M A

TC

H

LIN

E

S

TA

4+60.00 -- S E

E S

H E

E T 7

EXISTING EDGE OF WATER

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

EXISTING EDGE OF ASPHALT

LEGEND

EXISTING FEATURES

EXISTING NINEMILE CREEK

SIGN, PROTECT IN PLACE

71"X47" PIPE-ARCH RELIEF

CULVERT, SEE SHEET 5

9' 9'

9' 9'

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

ROAD PLAN &

PROFILE - STA

1+40 TO 3+50

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 6

WENATCHEE RIVER

RANGER DISTRICT

STREAM RESTORATION

SEE SHEETS 23-26.

71"x47" PIPE-ARCH

RELIEF CULVERT

EXISTING

STRUCTURAL

PLATE ARCH TO

BE REMOVED

CP-6

4+00

5+00

6+00

7+00

PC: 4+34.31

P C

: 5

.8

P C

: 7+ 58.88

P T

: 5

.5

9 P T

: 7+ 07.31

CURVE DATA:

R=225.00 L=80.28'

=20°26'39"

CURVE DATA:

R=225.00 L=80.28'

=20°26'39"

CURVE DATA:

R=400.00 L=181.43'

=25°59'18"

STA:4+55.00

OFF:18.00'L

STA:4+55.00

OFF:8.00'R

STA:5+05.00

OFF:18.00'L

STA:5+30.00

OFF:8.00'L

25 MPH CURVE

WARNING SIGN

STA:6+90.00

OFF:12.00'L

ONE LANE BRIDGE SIGN

STA:5+32.00

OFF:12.00'L

SW-B2-02

SW-B2-01

LAYOUT PT 8000

LAYOUT PT 8001

STA 4+29

BEGIN TRANSITION

STA 4+60

END TRANSITION

4+60 5+00 6+00 7+00 7+60

0.55%

S T

A

.0

E L

.1

PVI STA: 5+90.00

PVI ELEV: 2291.62

K: 26.00

LVC: 170.00

B V

C S

.0

B V

C E

.7

E V

C S

.0

E V

C E

.0

PVI STA: 4+70.00

PVI ELEV: 2298.81

K: 14.03

LVC: 70.00

B V

C S

.0

B V

C E

.1

E V

C S

.0

E V

C E

.7

44 CY CUT, 265 CY FILL

SCALE IN FEET

0 15 30

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

M A

T C

H L

IN

E

S T

A

+6 0.

S

E E

S H

E E

T

CENTERLINE ROAD

FINISHED GRADE

NEW EDGE OF ROAD CENTERLINE ROAD

TOE OF FILL, TYP.

EXISTING GROUND AT

CENTERLINE ROAD

STA 6+90.00

END ROAD WORK

MATCH EXISTING

(END SURFACING)

EXISTING 42" CONCRETE

CULVERT, PROTECT IN PLACE

TOP OF CUT, TYP.

8' 8'

ROAD CONSTRUCTION NOTES:

1. QUANTITIES SHOWN ARE IN-PLACE, CALCULATED TO

SUBGRADE AND NOT ADJUSTED FOR SHRINK/SWELL.

2. CONSTRUCT ROAD EMBANKMENT IN ACCORDANCE

WITH FP-14 SECTION 204.

3. HAUL & DISPOSE UNSUITABLE MATERIAL OFF USFS

LAND PER FSSS SECTION 105. HAUL AND DISPOSAL

IS INDIRECT TO ITEM NO. 20407.

PLAN

PROFILE

EXISTING EDGE OF WATER

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

EXISTING EDGE OF ASPHALT

LEGEND

EXISTING FEATURES

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

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\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

ROAD PLAN &

PROFILE - STA

3+50 TO 6+90

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 7

4+00

PC: 4+34.31

P T

.9

CENTERLINE ROAD

FINISHED GRADE

C R

E E

K

N

IN

E M

ILE

EDGE OF EXISTING

ASPHALT, TYP.

NEW EDGE

OF ROAD

CENTERLINE ROAD

TOE OF

FILL, TYP.

EXISTING GROUND AT

CENTERLINE ROAD

REMOVE AND DISPOSE

EXISTING CULVERT (BURIED)

NEW VOIDED SLAB

BRIDGE

NEW VOIDED

SLAB BRIDGE

PLAN

ELEVATION

SCALE: 1" = 10'

CENTERLINE BRG.

ABUTMENT 2

FG EL = 2299.22

(TOP OF ASPHALT)

79'-0"

CL BEARING TO CL BEARING

S T

A

.4

C

/L B

R G

A

B U

T

0.00%

3.0'

FREEBOARD

PRECAST CONCRETE

GRADE BEAM ON

GEOCELL AND 2' OF

SUBEXCAVATION,

TYP.

CLASS 3

RIPRAP, TYP.

CLASS 3 RIPRAP, TYP.

SEE SHEETS 11 - 12.

TYPE 3 OBJECT

MARKERS, TYP.

(1 EA. CORNER)

79'-0"

CL BEARING TO CL BEARING

TYPE 3 OBJECT

MARKERS, TYP. SEE

DETAIL SHEET 5

Q100= *

S T

A

.4

C

/L B

R G

A

B U

T

SCALE IN FEET

0 5 10

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

TYPICAL SECTION

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

CENTERLINE ROAD

CENTERLINE STRUCTURE

CONCRETE CURB,

TYP.

9'-1" 9'-1"

20'-2" OUT-TO-OUT SLABS

'-8

4'-0" TYP. SLAB

'-6

18'-2" ROADWAY

2"

'-6

T Y

P

30" ODOT SLAB, TYP.

ASPHALT WEARING

SURFACE

3"

+/- 20'-5" OUT-TO-OUT BRIDGE

CENTERLINE BRG.

ABUTMENT 1

FG EL = 2299.22

(TOP OF ASPHALT)

80'-0"

OUT-TO-OUT SLAB LENGTH

80'-0"

OUT-TO-OUT SLAB LENGTH

8.3'

2"

TYP.

HYDRAULIC DATA

Q2 = 153.1 CFS

AVG. DEPTH = 2.1'

BANKFULL WIDTH = 8.25'

Q100 = 271.6 CFS

AVG. DEPTH = 2.7'

*Q100 = 2293.49' AT UPSTREAM

EDGE OF BRIDGE

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

BRIDGE GENERAL

LAYOUT

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 8

WENATCHEE RIVER

RANGER DISTRICT

SEE SHEET 10 FOR

FOUNDATION

ELEVATIONS.

NOTE: SEE SHEET 3 FOR BRIDGE

DESIGN LOADS AND 18 & 19 FOR

SUPERSTRUCTURE DESIGN NOTES.

EDGE OF PULLOUT

STRUCTURE EXCAVATION NOTES:

1. COMPLETE STRUCTURE EXCAVATION IN ACCORDANCE WITH FP-14 SECTION

208.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION SUPPORT AND

COMPLIANCE WITH ALL APPLICABLE OSHA REGULATIONS.

3. EXCAVATION LIMITS SHOWN ARE FOR DEMONSTRATION PURPOSES ONLY. THE

CONTRACTOR IS RESPONSIBLE FOR MAKING ADJUSTMENTS TO THE CUT

SLOPES AND EXCAVATION QUANTITIES BASED ON THE ACTUAL SOIL TYPES

ENCOUNTERED. NOTIFY THE CO IMMEDIATELY IF BEDROCK OR SOFT,

UNSUITABLE SOILS ARE FOUND.

4. SUBMIT AN EXCAVATION PLAN FOR APPROVAL THAT INCLUDES, AS A MINIMUM,

THE FOLLOWING: DRAWINGS AND A WRITTEN OUTLINE ILLUSTRATING AND

DESCRIBING THE PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT TO BE

USED, LOCATION OF STOCKPILES, AND ESTIMATED QUANTITIES. THE

EXCAVATION PLAN MUST COMPLY WITH ALL APPLICABLE OSHA REQUIREMENTS

AND LIST THE SOIL TYPE ASSUMED. CHANGES TO THE EXCAVATION LIMITS

SHOWN HERE FOR THE CONTRACTOR'S DEWATERING METHODS OR

CONTRACTOR CONVENIENCE MUST BE SHOWN ON THE PLAN AND ARE THE

RESPONSIBILITY OF THE CONTRACTOR. THE EXCAVATION PLAN IS INDIRECT TO

THE WORK.

STRUCTURE BACKFILL NOTES:

1. STRUCTURAL BACKFILL LIMITS SHOWN HERE ARE THE MINIMUM

REQUIREMENTS. PLACE STRUCTURAL BACKFILL IN ACCORDANCE

WITH FP-14 SECTION 208, AND AS SHOWN ON THESE PLANS, WITH

MATERIAL MEETING THE REQUIREMENTS OF SUBSECTION 704.04.

COMPACT MATERIAL IN ACCORDANCE WITH SUBSECTION 208.10.

ANY MATERIAL OUTSIDE THE LIMITS SHOWN IS CONSIDERED

EMBANKMENT AND THE MATERIAL MUST MEET THE REQUIREMENTS

OF FP-14 SUBSECTION 704.06.

2. IT IS ASSUMED THAT MATERIAL CONSERVED FROM THE STRUCTURE

EXCAVATION AT THIS SITE WILL MEET THE REQUIREMENT FOR

EMBANKMENT (704.06). SOME MIXING AND SORTING MAY BE

REQUIRED TO MEET THE MATERIAL SPECIFICATION. HAUL AND

DISPOSE UNSUITABLE AND EXCESS MATERIAL IS INDIRECT TO OTHER

ITEMS IN THE SCHEDULE OF ITEMS.

DEWATERING AND SOIL EROSION CONTROL NOTES:

1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING

CONSTRUCTION IN ACCORDANCE WITH FP-14 SECTION 157 AND

PROJECT PERMITS. PREPARE AND SUBMIT A SOIL EROSION AND

SEDIMENT CONTROL PLAN TO THE CO FOR APPROVAL A MINIMUM OF

THIRTY (30) DAYS PRIOR TO ANY GROUND DISTURBING ACTIVITIES.

2. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS

157 AND 208. REFER TO SHEET 25 FOR DEWATERING REQUIREMENTS.

3. DEWATERING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

SHEET 25 ILLUSTRATES THE GENERAL DEWATERING REQUIREMENTS

AND POSSIBLE METHODS AND EQUIPMENT AND IS NOT CONSIDERED

ADEQUATE OR COMPLETE FOR THIS PROJECT. DEVELOP AND SUBMIT

TO THE CO A PROJECT-SPECIFIC DEWATERING PLAN THIRTY (30)

DAYS IN ADVANCE, INCLUDING DRAWINGS AND A WRITTEN OUTLINE

ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, AND

EQUIPMENT. APPROVAL OF THE CONTRACTOR'S DEWATERING PLAN

DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING THE

WORK AS REQUIRED. IF THE CONTRACTOR'S METHODS ARE NOT

PRODUCING ADEQUATE RESULTS, THE CONTRACTOR MUST

RE-EVALUATE AND SUBMIT ANOTHER DEWATERING PLAN.

RE-SUBMITTAL OF THE DEWATERING PLAN, IF REQUIRED, IS INDIRECT

TO THE WORK.

4. ALL WORK ASSOCIATED WITH REROUTING SURFACE WATER IS PAID

FOR UNDER 15713.

REMOVE AND DISPOSE EXISTING

STRUCTURAL PLATE ARCH,

APPROX. 3.5' SPAN x 29' LENGTH

BACKFILL THE AREA BEHIND THE

BRIDGE WITH STRUCTURAL

BACKFILL ITEM 20803.

3" MINUS CRUSHED AGGREGATE

SUBBASE, 8" COMPACTED

THICKNESS, ITEM 30205

LIMITS OF

STRUCTURE

EXCAVATION, TYP.

ASPHALT CONCRETE

PAVEMENT, 3" COMPACTED

THICKNESS, ITEM 40304

1.5

2' TYP.

1.5

STRUCTURE EXCAVATION

NOT TO SCALE

5/8" MINUS CRUSHED

AGGREGATE BASE, 4"

COMPACTED THICKNESS,

ITEM 30202

STRUCTURE EXCAVATION AREA

QUANTITY DEPENDS ON

CONTRACTORS METHODS

ITEM 20801A

CHANNEL EXCAVATION

ITEM 20801B

ASPHALT CONCRETE

PAVEMENT, PER BRIDGE

TYPICAL SECTION

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

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\D

JA

-P R

O D

\D M

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\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

STRUCTURE

EXCAVATION

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 9

LAYOUT PT 8000

LAYOUT PT 8001

EL 2293.41

GRADE BEAM

EL 2293.41

GRADE BEAM

CENTERLINE

ROAD

SCALE IN FEET

0 10 20

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

PLAN

A

GEOCELL DETAIL

PRECAST GRADE BEAM.

SEE ABUTMENT DETAILS

1'-0"

FINISHED GRADE

EXISTING GROUND

(1) LAYER OF 6"

DEEP GEOCELL

7'-0" SUBEXCAVATION

2'-0" SUBEXCAVATION

MIN. LAP

LENGTH 2'

NOTE: ALL DIMENSIONS

ARE TYPICAL.

GEOTEXTILE UNDER

GEOCELL, SEE NOTE 2

CLASS 3 RIPRAP, TYP.

SEE SHEETS 11 - 12.

DOWNSTREAM

END

EXISTING

GROUND

CENTERLINE

STRUCTURE

PRECAST

GRADE BEAM

UPSTREAM

END

1'-0"

TYP.

14'-0" 14'-0"

ABUTMENT 1

SCALE: 1" = 10'

LOOKING AHEAD

ON-LINE

ABUTMENT 2

SCALE: 1" = 10'

LOOKING AHEAD

ON-LINE

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

ABUTMENT SECTION

GEOCELL NOTES

28'-0" GRADE BEAM

30'-0" GEOCELL

6"

GEOCELL

1'-0"

TYP.

EXISTING

GROUND

CENTERLINE

STRUCTURE

PRECAST

GRADE BEAM

1'-0"

TYP.

14'-0" 14'-0"

28'-0" GRADE BEAM

30'-0" GEOCELL

6"

GEOCELL

1'-0"

TYP.

DOWNSTREAM

END

UPSTREAM

END

S T

A

.4

C

/L B

R G

A

B U

T

5'-0"

2'-6" 2'-6"

'-0

" G E

O C

E L L

3'-0"

1'-6"1'-6"

'-0

P

R E

C A

S T

C O

N C

R E

T E

G R

A D

E B

E A

M

'-0

OUTLINE OF

GRADE BEAM, TYP.

OUTLINE OF

GEOCELL, TYP.

'-0

'-0

'-0

C R

E E

K

N

IN

E M

IL

E

CL BRG

1'-0"

1. FIELD CUT GEOCELL PER MANUFACTURER'S SPECIFICATIONS TO WIDTH SHOWN.

2. PLACE TYPE II-A GEOTEXTILE UNDER GEOCELL AND WRAP OVER TOP AFTER BACKFILLING. INDIRECT TO ITEM 27201.

3. SECURE GEOCELL IN PLACE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS WITH SUITABLE SIDE FORMS

(STRETCHER FRAMES).

4. BACKFILL GEOCELL CELLULAR CONFINEMENT SYSTEM WITH GRANULAR BACKFILL MEETING THE REQUIREMENTS OF

SUBSECTION 703.03(A) OF THE STANDARD SPECIFICATION.

5. THE SUBSTRUCTURE IS DESIGNED FOR THE FOLLOWING PARAMETERS OUTLINED IN PAGE 17 OF THE GEOTECHNICAL

REPORT.

NOMINAL BEARING RESISTANCE = 9800 PSF

BEARING RESISTANCE FACTOR = 0.45

FACTORED BEARING RESISTANCE = 4410 PSF

6. BEARING RESISTANCE IS BASED ON THE GEOCELL AND SUBEXCAVATION AS SHOWN IN A/10.

S T

A

.4

C

/L B

R G

A

B U

T

79'-0"

CL BEARING TO CL BEARING

4+00

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

FOUNDATION

PLAN

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 10

WENATCHEE RIVER

RANGER DISTRICT

PLACE CLASS 2, TYPE A,

NON-WOVEN GEOTEXTILE

BETWEEN NATIVE SOIL AND

STRUCTURAL BACKFILL

(INDIRECT TO ITEM 20803).

SUBMIT MATERIAL TO CO

FOR APPROVAL.

SUBEXCAVATE TO 2.0' BELOW

BOTTOM OF GEOCELL AND 1'

BEYOND EDGE. SEE DETAIL A/10.

BACKFILL FILL WITH STRUCTURAL

BACKFILL ITEM 20803.

2'-0"

SUBEXCAVATION

2'-0"

SUBEXCAVATION

1 1

STA 1+00.00

EL 2290.17

CHANNEL BOTTOM

4+00

PC: 4+34.31

PT: 3+48.98

RIPRAP & STREAM PLAN

SCALE: 1" = 10'

SECTION

NOT TO SCALE

RIPRAP LAYOUT

1.5H:1V

A B

U T

M E

N T

A B

U T

M E

N T

N

52.1' TOE - TOE RIPRAP

PERPENDICULAR TO CHANNEL

8.3'

BANKFULL

WIDTH

.2

B A

N K

H E

IG

H

T

5.9'

BED

WIDTH

10'-0"

'-0

'-0

CLASS 3 RIPRAP, TYP.

CLASS 3

RIPRAP, TYP.

GRADE BEAM, TYP.

STREAM THALWEG

CENTERLINE ROAD

CENTERLINE STRUCTURE

PRECAST CONCRETE

GRADE BEAM ON

GEOCELL AND 2'

SUBEXCAVATION.

SEE SHEETS 23-24 FOR

STREAM DEATILS

EXISTING GROUND

SEE SHEETS 23-24 FOR

STREAM DETAILS

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

/5

/2

:2

P A

T R

IC

IA

.D O

N N

E R

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K

R

IP

R A

P .D

W G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

RIPRAP PLAN

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 11

WENATCHEE RIVER

RANGER DISTRICT

C R

E E

K

N

IN

E M

ILE

1.5H:1V 1.5H:1V

VARIES

SEE SHEET 10

VARIES

SEE SHEET 10

EL 2294.93

TOP OF RIPRAP

EL 2288.92

TOE OF RIPRAP

EL 2288.92

TOE OF RIPRAP

EL 2294.93

TOP OF RIPRAP

EL 2294.93

TOP OF RIPRAP

EL 2288.92

TOE OF RIPRAP

EL 2288.92

TOE OF RIPRAP

EL 2294.93

TOP OF RIPRAP

SECTION

SCALE: 1" = 10'

SECTION

SCALE: 1" = 10'

RIPRAP LAYOUT

4.5'

BENCH

9'

76'

3'

CLASS 3

RIPRAP, TYP.

3'

1.5H:1V

4.5'

BENCH

9'ABUTMENT 1

GRADE BEAM ABUTMENT 2

GRADE BEAM

EXISTING

GROUND

49'

SEE SHEETS 23-24 FOR

STREAM DETAILS

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

/5

/2

:2

P A

T R

IC

IA

.D O

N N

E R

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K

R

IP

R A

P .D

W G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

RIPRAP PLAN

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 12

WENATCHEE RIVER

RANGER DISTRICT

19' 21.7'

RIPRAP LAYOUT

4.5'

BENCH

9'

76' 3'

CLASS 3

RIPRAP, TYP.

3'

1.5H:1V

4.5'

BENCH

9'ABUTMENT 1

GRADE BEAM ABUTMENT 2

GRADE BEAM

EXISTING

GROUND

49'

SEE SHEETS 23-24 FOR

STREAM DETAILS

21.7' 19'

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:0

P

A T

R

IC

IA

.D

O N

N E

R C

D

JA

-P

W W

O R

K \D

JA

-P

R O

D \D

M S

\7

.3

N

IN

E

M

IL

E C

R E

E K

B

O R

IN

G

L O

G S

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

BORING LOGS

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 13

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:0

P

A T

R

IC

IA

.D

O N

N E

R C

D

JA

-P

W W

O R

K \D

JA

-P

R O

D \D

M S

\7

.3

N

IN

E

M

IL

E C

R E

E K

B

O R

IN

G

L O

G S

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

BORING LOGS

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 14

ABUTMENT PLAN

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

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

ABUTMENT ELEVATION

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

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

SECTION

SCALE: 1/2" = 1'-0"

PREFORMED

EXPANSION

JOINT FILLER,

SEE SHEET 17

3/4"X6"X48"

ELASTOMERIC

BEARING PADS, TYP.

(60 DURO., ZONE D)

C/L

BEARING

CENTERLINE

STRUCTURE

1'-0"1'-11"3'-0"4'-01 2"4'-01

2"

'-0

'-0

'-0

'-6

'-6

" 3 '-0

NOTE: DO NOT BACKFILL BEHIND WINGWALLS UNTIL

GROUT IN SLEEVES HAS REACHED FULL STRENGTH

NOTE: PRECAST WINGWALLS AND GRADE BEAMS MUST

BE CAST AND SUPPLIED BY THE SAME MANUFACTURER

THAT FABRICATES THE PRESTRESSED SLABS.

28'-0" OUT-TO-OUT GRADE BEAM

PRECAST GRADE BEAM

(2) #4 BARS

EACH FACE

SYMMETRICAL ABOUT

CENTERLINE STRUCTURE

TYPICAL GRADE

BEAM TO WINGWALL

CONNECTION SEE

DETAIL A

(4) #9 BARS

TYPICAL SLAB TO

GRADE BEAM

CONNECTION

SEE DETAIL

PRESTRESSED

SLAB, TYP. 1

SEAL JOINT

BETWEEN

WINGWALL AND

FACE OF SLAB

SEE DETAIL

A

SYMMETRICAL ABOUT

CENTERLINE STRUCTURE

GUARD ANGLE,

SEE SHEET 20

PRECAST

GRADE BEAM

PRECAST WINGWALL,

TYP. SEE DETAILS ON

SHEET 16

PRESTRESS SLABS

CONCRETE CURB

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

GUARD ANGLE,

SEE SHEET 20

BEARING DETAIL,

SEE DETAIL A

#4 BARS, EACH FACE

EQUAL SPACES

#5 HOOP

GEOTEXTILE, TYPE II-A 4'

WIDE X FULL LENGTH OF

ABUTMENT. INDIRECT TO

ITEM 55220A.

'-0

3'-0"

(4) #9 BARS TOP &

BOTTOM EQUAL SPACES

2" CLR. (BOT).

2"

CLR.

(SIDES)

& TOP)

33"

2"

2"

FILL SLOPE

BEHIND

3"9"(12) SPA. @ 12" = 13'-0"

(15) #5 HOOPS

(4) #9 BARS

2-1/2" Ø SLEEVE

SPACING

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E T

A

IL

S .D

W G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

ABUTMENT PLAN

& ELEVATION

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 15

WENATCHEE RIVER

RANGER DISTRICT

NOTE: NOTE SEE SHEET 10 FOR

LAYOUT POINT LOCATIONS &

SEE SHEET 4 FOR LAYOUT POINTS.

A

1 FABRICATOR MAY USE POST TENSIONING

DUCT IN LIEU OF PVC TO FORM

BLOCKOUTS WHERE PVC SLEEVES ARE TO

BE REMOVED. P/T DUCT MAY BE LEFT IN

PLACE.

FOOTNOTE

A

A

1 8

G R

O U

T B

E D

PRECAST

GRADE

BEAM

GROUT

REMOVE SLEEVES AND CLEAN

RESULTING BLOCKOUT IN THE

WINGWALL PRIOR TO SHIPPING

#5 X 2'-9"

DOWEL

SET WINGWALL IN THIN GROUT BED (+1/8"

THICK). CLEAN CONTACT SURFACES OF GRADE

BEAM AND WINGWALL PRIOR TO PLACING

GROUT BED. REMOVE EXCESS GROUT FROM

SURFACE OF GRADE BEAM. AFTER SETTING

WINGWALL.

SECTION A - A

'-3

1 REMOVE (2) SLEEVES AT EA.

END OF GRADE BEAM FOR

WINGWALL CONNECTION AND

CLEAN RESULTING BLOCKOUTS

PRIOR TO SHIPPING

GRADE BEAM TO

WINGWALL CONNECTION

SET WINGWALL IN CONTACT WITH SLAB. SEAL THE

JOINT PER MANUFACTURER'S INSTRUCTIONS WITH

SIKAFLEX 15LM (ALUMINUM GRAY COLOR) OR

APPROVED EQUAL.

[INDIRECT TO ITEM 55220B]

PLACE #5 DOWELS IN FIELD

AND FILL WITH AN APPROVED

NON-SHRINK, HIGH

STRENGTH GROUT.

PRECAST

WINGWALL

SECTION B - B

(5) #4 VERTICAL BAR

EACH FACE (EQUALLY

SPACED), TYP

2 1/2"Ø NOM. SLEEVE, TYP. REMOVE AND

CLEAN PRIOR TO SHIPPING. FABRICATOR MAY

USE POST TENSIONING DUCT IN LIEU OF PVC

TO FORM BLOCKOUTS WHERE PVC SLEEVES

ARE TO BE REMOVED. P/T DUCT MAY BE LEFT

IN PLACE.

1'-0"

3'-11"

'-0

2"

TYP.

C L R

T

Y P

B B

ELEVATION

(3) #4 HORIZONTAL

BAR EACH FACE

(EQUALLY SPACED),

TYP

DO NOT CHAMFER

BOTTOM CORNERS

3'-11"

#4 BENT

PERIMETER BAR,

EACH FACE

'-6

5 8

1'-0"

CHAMFER TOP

CORNERS

WINGWALL DETAIL

#5 X 3'-7"

DOWEL

'-0

2'-0"

WINGWALL CONSTRUCTION SEQUENCING: CONTRACTOR TO PLACE WINGWALLS

PRIOR TO SETTING BRIDGE SLABS. VERTICAL WINGWALL DOWELS SHALL NOT BE

GROUTED UNTIL AFTER BRIDGE SLABS ARE SET AND FINAL POSITIONED.

A

DETAIL

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

B

DETAIL

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

1'-11"2

T Y

P

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E T

A

IL

S .D

W G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

ABUTMENT

DETAILS

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 16

WENATCHEE RIVER

RANGER DISTRICT

GEOTEXTILE, TYPE II-A 4'

WIDE X FULL LENGTH OF

ABUTMENT. INDIRECT TO

ITEM 55220A.

CENTERLINE

BEARING

FILL FACE OF

GRADE BEAM

BEARING PAD

SECTION A - A

CENTERLINE

BEARING

GROUT AFTER SETTING SLABS

REMOVE SLEEVE AND

CLEAN RESULTING

BLOCKOUT IN THE BEAM

PRIOR TO SHIPPING

1.25"Ø X 3'-3" SMOOTH DOWEL.

(5) REQUIRED PER ABUTMENT.

BEARING PAD

2 1/2"Ø NOM. PVC SLEEVE.

LEAVE EMBEDDED IN GRADE BEAM.

GEOTEXTILE MATERIAL

SEE SECTION 1/15.

'-3

1 FABRICATOR MAY USE POST TENSIONING

DUCT IN LIEU OF PVC TO FORM

BLOCKOUTS WHERE PVC SLEEVES ARE TO

BE REMOVED. P/T DUCT MAY BE LEFT IN

PLACE.

GRADE BEAM TO DECK

SLAB CONNECTION

3/4" THICK X 5/8" WIDE X 20'-2" PARTIALLY

VULCANIZED BUTYL RUBBER PREFORMED

FLEXIBLE GASKET-TYPE SEALANT. USE

CONSEAL CS-102 OR APPROVED EQUAL.

[INDIRECT TO ITEM 55220A]

PREFORMED FLEXIBLE

GASKET-TYPE SEALANT

1'-11 8"

8"

FOOTNOTE

GROUTED HOLE

WITH DOWEL

A A

A

DETAIL

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

CENTERLINE SLAB

CORNER CHAMFER,

TYP.

M

IN

M

IN

SET BEARING PADS WITH

NON-SHRINK GROUT PER

GENERAL NOTES ON SHEET 3.

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E T

A

IL

S .D

W G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

ABUTMENT

DETAILS

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 17

SUPERSTRUCTURE PLAN

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

26'-8"

(MEASURE FROM END OF SLAB)

C/L TIE ROD DIAPHRAGM PER

OREGON DOT STANDARD

DRAWINGS BR422 & BR445

79'-0"

CL BEARING TO CL BEARING

2'-3"

80'-0" TOTAL SLAB LENGTH (ACTUAL LENGTH AFTER ALLOWANCE FOR ELASTIC SHORTENING)

10'-3"

TYP. END

8'-6" TYP.

CURB JOINT

LOCATE VOID DRAIN

IN EACH VOID AT

EACH END OF SLAB

PLANT CAST

CONCRETE CURB

CURB JOINT, TYP. SEE

DETAILS ON SHEET 20

C/L BRG. C/L BRG.

LEAVE TOP SURFACE

ROUGH ON EXTERIOR

SLABS UNDERNEATH

CURBS

GUARD ANGLE AT BOTH

ENDS OF SLABS. SEE

DETAILS ON SHEET 20

CONSTRUCTION DATE. SEE

DETAILS ON SHEET 20

6"R, TYP.

C/L TIE ROD

DIAPHRAGMS SLAB

VOIDS, TYP.

1'-3"

'-2

O U

T -T

O -O

U T

S L A

B S

'-0

1 4

E Q

T Y

P

E Q

T Y

P

PLACE #6 HAIRPIN

AT EACH 2-1/2"

SLAB SLEEVE, TYP.

27"

1 4

C/L

STRUCTURE

2-1/2" Ø PVC

SLEEVE, TYP.

1 REMOVE SLEEVE AND CLEAN RESULTING

BLOCKOUT PRIOR TO SHIPPING SLAB.

FABRICATOR MAY USE POST TENSIONING

DUCT IN LIEU OF PVC TO FORM

BLOCKOUTS WHERE PVC SLEEVES ARE

TO BE REMOVED. P/T DUCT MAY BE LEFT

IN PLACE.

6"

CL BRG

USE TRANSVERSE

ROUGH BROOM FINISH

26'-8" 26'-8"

(MEASURE FROM END OF SLAB)

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

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\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E T

A

IL

S .D

W G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUPERSTRUCTURE

PLAN

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 18

WENATCHEE RIVER

RANGER DISTRICT

DESIGN NOTES

LOAD RATING: THE BRIDGE WAS LOAD RATED AS SHOWN IN THE DESIGN DRAWINGS. IF AN ALTERNATE DESIGN IS SUPPLIED DURING CONSTRUCTION THE LOAD RATING WILL NEED TO BE UPDATED BY THE FABRICATOR.

ALTERNATE SLABS MUST BE DESIGNED AND LOAD RATED BY THE FABRICATOR. LOAD RATE STRUCTURE IN ACCORDANCE WITH THE "MANUAL FOR BRIDGE EVALUATION", CURRENT EDITION WITH THE INTERIMS, USING LRFR METHODOLOGY (CH 6A) AND THE GUIDELINES FOR BRIDGE LOAD RATINGS BY THE USFS REGION 6. RATE THE FOLLOWING VEHICLES AND CONFIGURATIONS USING THE DESIGNATED LOAD MODIFICATION FACTORS: HL-93 (VEHICLE + LANE OR TANDEM AXLES + LANE); TYPE 3, TYPE 3S2, TYPE 3-3, NOTIONAL RATING LOAD (NRL), EMERGENCY VEHICLE CONFIGURATION EV2 & EV3. ALSO ENSURE THE LRFR LOAD RATING FACTOR EXCEEDS 1.0 FOR HL-93 INVENTORY LOADING. ALTERNATE DESIGNS, SECTIONS, AND CONNECTIONS MUST ALSO BE SUBMITTED

FOR USFS REVIEW AT LEAST 30 DAYS PRIOR TO CASTING.

CURB RAIL DESIGN: CURBS ARE DESIGNED FOR TEST LEVEL 1 ( TL-1) 13.5 KIP STATIC LOAD (AASHTO LRFD-9, TABLE A13.2-1). CURB DOES NOT MEET AASHTO LRFD GEOMETRIC REQUIREMENTS AND HAS NOT BEEN CRASH-TESTED.

RAILING MEETS USFS OWNER GEOMETRIC REQUIREMENTS PER FSH 7709.56B CHAPTER 70 AND CAN BE

CONSIDERED TO BE CRASH-WORTHY.

6"

CL BRG

4'-0" TYP.

1'-1" 1'-10" 1'-1"

C/L

VOIDS

'-3

3'-111 4"3

8" 3 8"

'-6

C/L TIE

RODS

17 3/4"Ø VOID

DE-BONDED STRAND, TYP.

2"

'-8

1'-03 4"3

4"

C/L

VOIDS

17 3/4"Ø VOID

C/L TIE

RODS

3"1/2"Ø HALF-ROUND

DRIP GROOVE

(6) #4 LONG. REINF.

STOP BARS 2" CLEAR AT

CURB ENDS & JOINTS

2" CLR.,

TYP.

#5 CURB BAR @ 12"CC

MAX. SPACING. SEE

DETAIL SHEET 20.

PLANT CAST

CONCRETE CURBNOTE: FOR ADDITIONAL SLAB DETAILS REFER TO

OREGON DEPARTMENT OF TRANSPORTATION

STANDARD DRAWINGS BR422 & BR445

DE-BONDED STRAND, TYP.

1. SLAB IS DESIGNED AND DETAILED BY THE OREGON DEPARTMENT OF TRANSPORTATION. THIS

SHEET IS NOT INTENDED TO CONFLICT WITH THE ODOT STANDARD DETAIL.

2. FINISH THE CONCRETE AS SHOWN IN THE SPECIFICATIONS. PROVIDE A FLOAT FINISH TO THE TOP

FACE OF THE SLABS FOLLOWED BY A TRANSVERSE ROUGH BROOM FINISH. LEAVE THE TOP

SURFACE ROUGH ON THE EXTERIOR SLABS UNDERNEATH THE CURBS. PROVIDE A CLASS 2

RUBBED FINISH ON EXTERIOR FACES OF EXTERIOR SLABS, CURBS, AND ALL SLAB BOTTOM FACES.

3. PROVIDE A PLAN INCLUDING DESCRIPTION, LITERATURE, METHOD SEQUENCING AND MATERIALS, TO POSITIVELY ENSURE THAT NO GROUT FROM KEYWAY GROUTING, OR SIMILAR OPERATIONS, WILL ENTER THE STREAM CHANNEL.

4. EPOXY COATED REBAR IS NOT REQUIRED.

OUTLINE

OF TIE ROD

HOLE

OUTLINE OF TIE

ROD HOLE

INTERIOR SLAB

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

EXTERIOR SLAB

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

NOTE: ALL DIMENSIONS

ARE TYPICAL.

PRESTRESSED SLAB NOTES:

S L A

B N

O (O

R E

G O

N D

E T

T O

T A

L S

T R

A N

D

D E

B O

N D

E D

S T

R A

N D

S

D

IS

T A

N C

E

Y c"

T O

C .G

S

T R

A N

D A

T M

ID

S

P A

N

IN

C

H E

S

C O

N C

R E

T E

C L A

S S

P E

R F

P -1

S

P E

C

IF

IC

A

T

IO

N S

M

IN

C

O N

C R

E T

E S

T R

E N

G T

H R

E Q

U

IR

E D

B Y

D E

S

IG

N L

O A

D

IN

G (K

S I)

M

IN

C

O N

C R

E T

E S

T R

E N

G T

H A

T T

R A

N S

F E

R O

F P

R E

S T

R E

S S

K

S I)

E S

T

IM

A T

E D

I N

IT

IA

L S

T R

A N

D S

T R

E S

S L

O S

S

K S

I)

U P

W A

R D

A T

R E

L E

A S

E

U P

W A

R D

M

O N

T H

S A

F T

E R

R E

L E

A S

E

N O

S

ID

L

IN

S

T A

N T

A N

E O

U S

D O

W N

W A

R D

D U

E T

O

P S

F S

ID

L

E S

T

IM

A T

E D

S H

O R

T E

N

IN

G

W E

E K

S A

F T

E R

T R

A N

S F

E R

O F

P R

E S

T R

E S

S

IN

C

H E

S

ESTIMATED

MIDSPAN

DEFLECTION (IN.)

CLASS "P"

[P(AE) TOP 2"]48 8 5.39 6.5 4.8 12.5 1 316"

PRECAST PRESTRESSED SLAB SCHEDULE

2" 13 16" 1

2"11

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E T

A

IL

S .D

W G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUPERSTRUCTURE

DETAILS

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 19

WENATCHEE RIVER

RANGER DISTRICT

TYPICAL CURB BAR

9"

'-0

7 8

'-1

93 4

8"

1'-3"

TYP.

CURB BAR DETAIL

NOT TO SCALE

CURB JOINT DETAIL

NOT TO SCALE

CONSTRUCTION DATE DETAIL

NOT TO SCALE

GUARD ANGLE DETAIL

NOT TO SCALE

ELEVATIONPLAN VIEW

SECTION A-AINTERIOR SLAB EXTERIOR SLAB

3"

L3 X 2 X 3/8

45°

1/2"Ø X 6" HEADED

STUD @ 14" OC MAX.

(4" END DIST.) W/ FULL

PENETRATION WELD

PREFORMED EXPANSION

JOINT FILLER

PER 712.01(B)(1)

BETWEEN CURBS1

2" CHAMFER, TYP.

FORM IS

12-3/4" X 7"

END OF SLAB

DATE (YEAR OF

CONSTRUCTION FORM

PROVIDED BY GOVERNMENT)

3'-0"

3'-10" 2'-11"1"

TYP.

L3 X 2 X 38, TYP.

OUTLINE

OF CURB

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

/1

/2

:5

A

M M

O N

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

N

IN

E M

IL

E

C R

E E

K B

R

ID

G E

D

E T

A

IL

S .D

W G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUPERSTRUCTURE

DETAILS

MAR-26

R34904

P.DONNER

P. DONNER

A. GROESBECK

7333.30

27 20

WENATCHEE RIVER

RANGER DISTRICT

V A

R

IE

S

SHEET 21 OF 27

SHEET 22 OF 27

(**NOTE: KEYWAY GROUT SHALL MEET

THE REQUIREMENTS OF SECTION 725.13(B)

OF THE SPECIFICATIONS.)

(NOTE: DO NOT CROWN GIRDERS.)

(NOTE: DO NOT CROWN GIRDERS.)

ALIGNMENT - STREAM DESIGN

2+90 3+00 4+00 4+60

3+00 4+00

INTER-MIX STREAMBED MATERIAL AS DIRECTED BY CO DURING PLACEMENT OF CHANNEL ROCK INSIDE THE CULVERT TO SEAL

VOIDS THROUGHOUT THE SECTION. PAID FOR WITH 64803.

THE FINAL CHANNEL BOTTOM SHOULD BE A DENSE, WELL INTERLOCKED STREAMBED WITH LOW PERMEABILITY. COMPACT EACH LAYER AND FILL SURFACE VOIDS BY WASHING IN FINE MATERIAL. USE WATER PRESSURE TAMPING RODS, AND SIMILAR HAND OPERATED EQUIPMENT TO FORCE FINE MATERIAL INTO ALL SURFACE VOIDS. PAID FOR WITH 64801.

NATIVE MATERIAL MEETING GRADATION FOR THE SPECIFIED BED CLASS, AND CHANNEL ROCK MAY BE SALVAGED AND

INCORPORATED INTO THE SIMULATED STREAMBED.

1'-0" TOLERANCE FOR POOL AND RIFFLE LENGTHS AND 1'-6" TOLERANCE ON CHANNEL WIDTHS TO ACCOUNT FOR NATURAL

VARIABILITY.

PLACE NATIVE MATERIAL CONSERVED FROM EXCAVATION BEYOND THE EXTENTS CONTINUOUS HARDENED BANKS UNDER THE BRIDGE. COMPACT IN ACCORDANCE WITH FSSS 209.10 COMPACTION METHOD 4 TO ENSURE FLOOPLAIN HAS LOW PERMEABILITY.

FLOW

3"-6"±

NEW STREAMBED

RANDOM ROCK TO

BE 6"-12" DIA.

(CHANNEL ROCK

CLASS CR-0)

FLOW

STREAM PLAN

NOT TO SCALE

STREAM PROFILE

NOT TO SCALE

RANDOM ROCK DETAIL

NOT TO SCALE

CONSTRUCT CONTINUOUS HARDENED BANKS

THE ENTIRE LENGTH OF STREAM SIMULATION

WITH CLASS CR-0 CHANNEL ROCK.

PAID FOR WITH 64803.

FOOTNOTES:

10'

POOL

±6'-0", TYP.

STA 3+20

EL 2294.47

POROUS ROCK WEIR

STA 3+36

EL 2293.32

POROUS ROCK WEIR

STA 3+28

EL 2293.90

POROUS ROCK WEIR

STA 3+81

EL 2290.11

POROUS ROCK WEIR

STREAM SIMULATION

MATERIAL, BED CLASS 2.

PAID FOR WITH 64801.

CONSTRUCT POOL.

SEE DETAIL SHEET 20.

3 5

NOTE: PROVIDE THE FOREST SERVICE AT LEAST FIVE (5) BUSINESS DAYS ADVANCE

NOTIFICATION PRIOR TO CONSTRUCTING IN-STREAM FEATURES. DO NOT BEGIN CONSTRUCTION

OF IN-STREAM FEATURES WITHOUT PRIOR AUTHORIZATION FROM THE CO.

3"-6"±

NEW STREAMBED

SURFACE ROCKS

TO BE 6"-12" DIA.

(CHANNEL ROCK

CLASS CR-0) FOOTER ROCKS

TO BE 6"-12" DIA.

(CHANNEL ROCK

CLASS CR-0)

ROCK WEIR EMBEDMENT DETAIL

NOT TO SCALE

EXAMPLE RIFFLE & STEP-POOL SECTION

STA 3+65

EL 2291.25

POROUS ROCK WEIR

STA 3+73

EL 2290.68

POROUS ROCK WEIR

STA 3+00

EL 2297.92

TRANSITION BANKS AND STREAMBED

SIMULATION INTO EXISTING STREAM

STA 4+35

EL 2286.95

TRANSITION BANKS AND STREAMBED

SIMULATION INTO EXISTING STREAM

CONSTRUCT POROUS ROCK WEIR WITH

CLASS CR-0 CHANNEL ROCK. PAID FOR

WITH 64803. SEE DETAIL SHEET 20.

1 2 3

SURFACE ROCKS,

TYP. PAID FOR

WITH 64803.

FOOTER ROCKS, TYP.

PAID FOR WITH 64803.

PLACED RANDOM ROCK,

CLASS CR-0 CHANNEL ROCK.

PAID FOR WITH 64803.

BED CLASS 2 STREAMBED SIMULATION ROCK

FIELD MIX GUIDE

PLACED NATIVE MATERIAL.

PAID FOR WITH 20801B.

PROPORTIONS CLASS 2

1 UNITS 5" - 2"

2 UNITS 2" - 3/4"

2 UNITS 3/4" - 1/4"

1 UNITS 1/4" - No. 10 (FINES)

1/2 UNITS < No. 10 (FINES)

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

/1

/2

:3

H

U N

T E

R .E

N Z

C

D

JA

-P W

W O

R K

\D

JA

-P R

O D

\D M

S

\9 M

IL

E

C

IV

IL

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

NINEMILE CREEK

BRIDGE DESIGN

RD 6500000 MP 6.674

STRUCTURE NO.

061707000037202

OKANOGAN-WENATCHEE

NATIONAL FOREST

STREAM

SIMULATION

MAR-26

R34904

A. REILLY

A. REILLY

B. KAMRUD

7333.30

27 23

INTER-MIX STREAMBED MATERIAL AS DIRECTED BY CO DURING PLACEMENT OF CHANNEL ROCK INSIDE THE

CULVERT TO SEAL VOIDS THROUGHOUT THE SECTION.

THE FINAL CHANNEL BOTTOM SHOULD BE A DENSE, WELL INTERLOCKED STREAMBED WITH LOW PERMEABILITY.

COMPACT EACH LAYER…