C04_Attachment3_Plans_LODGEPOLE_CREEK.pdf

ENGINEERS

PLANNERS

SURVEYORS

INDEX TO SHEETS

NO. DESCRIPTION

1 COVER

2 SUMMARY OF ESTIMATED QUANTITIES

3 GENERAL NOTES

4 PROJECT CONTROL & TYPICAL SECTIONS

5 ROAD PLAN & PROFILE

6 BRIDGE GENERAL LAYOUT

7 STRUCTURE EXCAVATION

8 FOUNDATION PLAN

9 -10 RIPRAP PLAN

11 - 12 BORING LOGS

13 - 14 ABUTMENT PLAN, ELEVATION, & DETAILS

15 - 18 SUPERSTRUCTURE PLAN & DETAILS

19 - 29 STREAM SIMULATION DESIGN & DETAILS

30 TRAFFIC CONTROL

XS1 - XS3 ROAD CROSS SECTIONS

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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:

DATEREGIONAL BRIDGE ENGINEER

TECHNICAL REVIEW:

PACIFIC NORTHWEST REGION

RO SIGNATURES:

T28N T27N

R E

R E

DATEDIRECTOR OF ENGINEERING

APPROVED BY:

PACIFIC NORTHWEST REGION

PROJECT

LOCATION

R34905

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 6

WENATCHEE RIVER RANGER DISTRICT

OKANOGAN-WENATCHEE NATIONAL FOREST

CHELAN COUNTY, WASHINGTON

CONSTRUCTION PLANS FOR:

LODGEPOLE CREEK BRIDGE DESIGN

AS PART OF DISASTER RELIEF

ROAD 6500000, MP 8.63

NINEMILE CREEK

STRUCTURE NO: 061707000037203

LATITUDE: 47.875845

LONGITUDE: -121.008414

MATERIAL SOURCES

GOVERNMENT FURNISHED

STREAM SIMULATION MATERIAL

CONTRACTOR FURNISHED

WASTE SITE

STRUCTURAL BACKFILL

RIPRAP

AGGREGATE BASE, SUBBASE, & SURFACE COURSE

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 3.84 MILES TO THE PROJECT SITE. VICINITY MAP

ALTERNATE

CHANNEL ROCK

Asst.

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

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUMMARY OF

ESTIMATED

QUANTITIES

MAR-26

R34905

R. DAWE

R. DAWE

A. GROESBECK

7333.30

30 2

WENATCHEE RIVER

RANGER DISTRICT

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 28.

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 560 REMOVE OFF NATIONAL FOREST LANDS.

20407 ROAD EXCAVATION CQ CUBIC YARD 400 IN PLACE QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL.

20701 EARTHWORK GEOSYNTHETIC, TYPE 4 LONG-TERM EROSION CONTROL BLANKET CQ SQUARE YARD 1371 MATERIAL TO BE 100 PERCENT NATURAL FIBER, BIODEGRADABLE MATERIAL ONLY.

20801A STRUCTURE EXCAVATION CQ CUBIC YARD 130 SEE SHEET 7.

20801B CHANNEL EXCAVATION CQ CUBIC YARD 2000 INCLUDES CHANNEL EXCAVATION WITHIN BRIDGE FOOTPRINT. SEE SHEET 22.

20801C CHANNEL EXCAVATION CQ CUBIC YARD 1510 INCLUDES CHANNEL EXCAVATION OUTSIDE BRIDGE FOOTPRINT. SEE SHEET 22.

20803 STRUCTURAL BACKFILL CQ CUBIC YARD 70 IN PLACE QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL. COMMERCIAL SOURCE, CERTIFIED WEED FREE.

25101 PLACED RIPRAP, CLASS 4 CQ CUBIC YARD 160 IN PLACE QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL. COMMERCIAL SOURCE, CERTIFIED WEED FREE.

30202 AGGREGATE BASE, METHOD 2 CQ TON 115

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 245

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 115 INCLUDES SPEED HUMP ASPHALT

55201 STRUCTURAL CONCRETE, CLASS A(AE), PILE CAP, END DIAPHRAGM, & WINGWALLS CQ CUBIC YARD 23

55301A PRECAST, PRESTRESSED STRUCTURAL CONCRETE MEMBER, DECKED BULB-TEE AQ EACH 1 DIAPHRAGMS ARE INDIRECT TO 55301A & 55301B

55301B

PRECAST, PRESTRESSED STRUCTURAL CONCRETE MEMBER, DECKED BULB-TEE

W/ CURB

AQ EACH 2 DIAPHRAGMS ARE INDIRECT TO 55301A & 55301B

55401 REINFORCING STEEL, GRADE 60, PILE CAP, END DIAPHRAGM, & WINGWALLS CQ POUNDS 3100

56702 MICROPILE AQ EACH 10

56703 MICROPILE LOAD VERIFICATION TEST AQ EACH 1 SACRIFICIAL PILE INSTALLATION INCLUDED IN THIS ITEM.

56704 MICROPILE PROOF LOAD TEST AQ EACH 2

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, 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

63304B SIGN, SPEED HUMP PANEL, TYPE III, IV, IX, XI, RETROREFLECTIVE SHEETING AQ EACH 2 POSTS, HARDWARE, AND INSTALLATION INDIRECT TO THIS BID ITEM. SPEED HUMP, W17-1 AND ADVISORY

PANEL 25 MPH W13-1P

63304C

SIGN, 25 MPH ADVISORY SPEED PANEL, TYPE III, IV, IX, XI, RETROREFLECTIVE

SHEETING

AQ EACH 2

HARDWARE AND INSTALLATION INDIRECT TO THIS BID ITEM. ADVISORY SPEED PLAQUE 25 MPH, W13-1P, TO

BE INSTALLED BELOW SIGN 63304B. SEE SHEET 4.

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

THE WORK AND AFTER MATERIAL SALVAGE IS COMPLETE.

64803

PLACED CHANNEL ROCK FOR BANK MARGINS AND ROCK STRUCTURES, CLASS

CR-0, METHOD A

CQ CUBIC YARD 45

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 64

INCLUDES CHANNEL ROCK, ROOTWAD, AND STREAMBED FEATURE PLACEMENT AND ADJUSTMENTS, AND MISCELLANEOUS

ITEMS AS DIRECTED BY THE CO.

BASE SCHEDULE

OPTION ITEMS

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

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

GENERAL NOTES

MAR-26

R34905

R. DAWE

R. DAWE

A. GROESBECK

7333.30

30 3

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 BEAM 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 BEAM.

SEE BEAM SCHEDULE, SHEETS 17-18 FOR PRESTRESSED BEAM 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.

MICROPILE: FURNISH STEEL CASING CONFORMING TO API N-80 WITH OUTSIDE DIAMETER OF 9-5/8 INCHES AN 0.545-INCH WALL THICKNESS WITH A YIELD STRESS OF FY = 80,000 PSI. FURNISH GALVANIZED GRADE 60 ALL-THREAD REBAR MEETING THE REQUIREMENTS OF ASTM A615. CENTER REBAR IN MICROPILE WITH CENTRALIZER AS REQUIRED. FILL MICROPILES WITH NEAT CEMENT GROUT, MINIMUM F'C = 5000 PSI.

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 BEAMS: ERECT PRESTRESSED CONCRETE BEAMS WITH VERTICAL VARIATIONS OF NO MORE THAN 1/8" AT CENTERLINE BEARING AND NO MORE THAN 1/4" BETWEEN DECK SURFACES AT ANY POINT ALONG THE BEAM LENGTH. USE GALVANIZED STEEL SHIMS WHERE NECESSARY. ELASTOMERIC BEARING PADS SHALL BE IN ACCORDANCE WITH AASHTO M251. SEE SHEET 14 FOR ADDITIONAL INFORMATION ON BEARING PADS. FURNISH SHIMS THE SAME SIZE AS THE BEARING PADS AND PLACE THE SHIMS BETWEEN THE BEAMS AND THE BEARING PADS. GALVANIZE THE SHIMS IN ACCORDANCE WITH AASHTO M232.

AFTER ERECTING THE BEAMS AND PRIOR TO GROUTING, MEASURE THE VERTICAL DIFFERENCE BETWEEN ADJACENT DECK SURFACES EVERY 10' ALONG THE BRIDGE LENGTH AND SUBMIT THE MEASUREMENTS TO THE CO. DO NOT PROCEED WITH GROUTING THE BEAM KEYWAYS OR ATTEMPT TO LEVEL THE BEAMS UNTIL THE CO HAS REVIEWED AND EVALUATED THE MEASUREMENTS FOR TOLERANCES AND CAMBER OR ERECTION INCONSISTENCIES. IF THE CO DETERMINES THAT A CAMBER ADJUSTMENT/LEVELING PROCEDURE IS REQUIRED, SUBMIT A CAMBER ADJUSTMENT/LEVELING PLAN DESIGNED AND APPROVED BY THE BEAM MANUFACTURER. ANY CAMBER ADJUSTMENT/LEVELING WORK AUTHORIZED BY THE CO MUST BE DONE UNDER THE DIRECTION OF A MANUFACTURER'S REPRESENTATIVE. NOTIFY THE CO IMMEDIATELY OF ANY DAMAGE TO THE BEAMS DURING ERECTION. MAKE NO REPAIRS UNTIL AUTHORIZED BY THE CO.

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: STRUCTURE IS 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 = 0.224 G PEAK GROUND ACCELERATION

SS = 0.514 HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT AT 0.2-SEC PERIOD

S1 = 0.170 HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT AT 1-SEC PERIOD

FPGA = 1.352 SITE FACTOR AT ZERO-PERIOD RANGE OF ACCELERATION RESPONSE SPECTRUM

FA = 1.389 SITE FACTOR FOR SHORT-PERIOD RANGE OF ACCELERATION RESPONSE SPECTRUM

FV = 2.121 SITE FACTOR FOR LONG-PERIOD RANGE OF ACCELERATION RESPONSE SPECTRUM

SDS = 0.714 HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT AT 0.2-S PERIOD MODIFIED BY SHORT-PERIOD SITE FACTOR SD1 = 0.360 HORIZONTAL RESPONSE SPECTRAL ACCELERATION COEFFICIENT MODIFIED BY LONG-PERIOD SITE FACTOR AS = 0.303 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 8 OF THIS PLAN SET FOR MICROPILE INFORMATION.

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 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

CONTROL POINT TABLE

POINT #

CP-1

CP-2

CP-3

NORTHING

319494.80

319573.21

319689.79

EASTING

1597668.94

1597382.53

1597042.10

ELEVATION

2286.75

2283.49

2277.99

DESCRIPTION

SCL-RPC

SCL-RPC

SCL-RPC

CP-1

CP-2

CP-3

CENTERLINE POINTS

POINT #

NORTHING

319509.12

319525.43

319529.83

319534.75

319540.17

319546.10

319552.53

319557.44

319559.32

319597.11

319601.62

319608.65

319610.01

319615.56

319622.09

319628.25

319634.02

319668.30

EASTING

1597643.19

1597502.86

1597483.36

1597463.97

1597444.72

1597425.62

1597406.68

1597393.21

1597388.20

1597287.56

1597275.57

1597256.85

1597253.23

1597238.08

1597219.18

1597200.15

1597181.00

1597004.53

ELEVATION

2285.00

2284.83

2284.66

2284.49

2284.32

2284.16

2284.03

2283.99

2282.91

2282.78

2282.56

2282.52

2282.34

2282.12

2281.90

2281.69

DESCRIPTION

STA 10+98.53 PC

STA 12+40

STA 12+60

STA 12+80

STA 13+00

STA 13+20

STA 13+40

STA 13+54.34 PT

STA 13+59.69

STA 14+67.19

STA 14+80

STA 15+00

STA 15+03.86 PC

STA 15+20

STA 15+40

STA 15+60

STA 15+80

STA 17.60.01 PT

POINT TABLE

POINT #

NORTHING

319559.76

319596.67

EASTING

1597387.03

1597288.73

ELEVATION

2276.91

2275.86

DESCRIPTION

ABUTMENT 1

ABUTMENT 2

EXISTING

CULVERT

EXISTING EDGE

OF ASPHALT

TO LAKE

WENATCHEE

FL

O

W

* CENTERLINE POINTS ARE AT PROFILE GRADE AT STATIONS SHOWN.

* LAYOUT POINTS ARE TO THE BOTTOM OF THE PILE CAP

ROAD TYPICAL SECTION

NOT TO SCALE

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

EXISTING CULVERT

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

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REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

PROJECT CONTROL &

TYPICAL SECTIONS

MAR-26

R34905

R. DAWE

R. DAWE

A. GROESBECK

7333.30

30 4

WENATCHEE RIVER

RANGER DISTRICT

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

7'-0"

14'-0"

7'-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%

N

1 1

SPEED HUMP DETAIL

NOT TO SCALE

14'-0"

7'-0"

11 2"

27 8

3 4" 23 4

21 2"

1'-0"

TYP.

FINISHED GRADE

OF PAVEMENT

SPEED HUMP

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

CP-212+00

13+00 14+00 15+00 16+00

CURVE DATA:

R=760.00 L=255.81' Δ=19°17'07"

CURVE DATA:

R=992.63 L=256.15'

Δ=14°47'06"

ONE LANE BRIDGE SIGN

STA:12+57.00

OFF:17.00'R

ONE LANE BRIDGE

STA:15+70.00 OFF:14.00'L

SW-B1-02

SW-B1-01

STA:12+53.77

OFF:7.00'L

STA:12+79.00

OFF:17.00'L

STA:13+29.00

OFF:17.00'L

STA:13+54.00

OFF:7.00'L

STA:14+91.00

OFF:17.00'L

STA:15+41.00

OFF:17.00'L

STA:15+66.00

OFF:7.00'L

PC: 10+98.53

PC: 15+03.86

P T

.3

PT: 17+60.01

SPEED HUMP WARNING SIGN

WITH 25 MPH SPEED

ADVISORY PLAQUE

STA:16+70.00

OFF:20.00'L

SPEED HUMP WARNING SIGN

WITH 25 MPH SPEED

ADVISORY PLAQUE

STA:11+57.00

OFF:15.00'R

22652270

22752280

227522802285

22802285

STA 13+20

BEGIN TRANSITION

STA 13+60

END TRANSITION

STA 14+67

BEGIN TRANSITION

STA 15+00

END TRANSITION

12+20 13+00 14+00 15+00 16+00 16+20

-0.84% -1.00%

-1.09%

S T

A

.0

E L

.0

S T

A

.6

E

.9

S T

A

.1

E

.9

S T

A

.0

E

.6

CENTERLINE ROAD

FINISHED GRADE

C R

E E

K

LO

D

G E

P O

LE

EXISTING GROUND

EDGE OF ROAD

NEW EDGE

OF ROAD

CENTERLINE ROAD

EXISTING GROUND AT

CENTERLINE ROAD

STA 12+40

BEGIN ROAD WORK

MATCH EXISTING (BEGIN

SURFACING)

REMOVE AND DISPOSE

EXISTING 48" DIA X 57' LONG

CULVERT.

STA 15+80

END ROAD WORK

MATCH EXISTING (END

SURFACING)

168 CY CUT, 1 CY FILL

SCALE IN FEET

0 15 30

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

TOP OF CUT, TYP.

NEW

PRESTRESSED

CONCRETE BRIDGE

NEW PRESTRESSED

CONCRETE BRIDGE.

SEE SHEET 6.

7' 7'

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

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

:1

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

L

O D

G E

P O

L E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

ROAD PLAN &

PROFILE

MAR-26

R34905

R. DAWE

R. DAWE

A. GROESBECK

7333.30

30 5

WENATCHEE RIVER

RANGER DISTRICT

EXISTING EDGE OF WATER

MAJOR CONTOUR (5')

MINOR CONTOUR (1')

EXISTING EDGE OF ASPHALT

EXISTING CULVERT

LEGEND

EXISTING FEATURES

229 CY CUT, 0 CY FILL STRUCTURE EXCAVATION

SEE SHEET 7

EXISTING

CULVERT,

REMOVE AND

DISPOSE

SPEED HUMP, TYP.

SEE DETAIL SHEET 4

SPEED HUMP, TYP.

SEE DETAIL SHEET 4

VEHICLE TURNOUT, TYP.

CP-2

14+00

CURVE DATA:

R=760.00 L=255.81'

P T

.3

2265227022752280

2295 22

CENTERLINE ROAD

FINISHED GRADE

EXISTING GROUND

EDGE OF ROAD

NEW EDGE OF ROAD

CENTERLINE

ROAD

EXISTING GROUND AT

CENTERLINE ROAD

REMOVE AND DISPOSE

EXISTING CULVERT

TOP OF

CUT, TYP.

NEW

PRESTRESSED

CONCRETE BRIDGE

NEW

PRESTRESSED

CONCRETE BRIDGE

PLAN

ELEVATION

SCALE: 1" = 20'

TYPICAL SECTION

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

CENTERLINE ROAD

CENTERLINE STRUCTURE

CONCRETE CURB,

TYP.

±7'-0" ±7'-0"

±16'-0" OUT-TO-OUT BRIDGE

'-8

'-9

±14'-0" ROADWAY

CENTERLINE BRG.

ABUTMENT 1

FG EL = 2283.98

(TOP OF ASPHALT)

CENTERLINE BRG.

ABUTMENT 2

FG EL = 2282.93

(TOP OF ASPHALT)

S T

A

.9

C

/L B

R G

A

B U

T

105'-0"

CL BEARING TO CL BEARING

S T

A

.9

C

/L B

R G

A

B U

T

-1.00%

.7

15.0'

FREEBOARD

CAST-IN-PLACE

CONCRETE PILE

CAP, TYP.

CLASS 4

RIPRAP, TYP.

CLASS 4 RIPRAP, TYP.

SEE SHEETS 9-10

TYPE 3 OBJECT

MARKERS, TYP.

(1 EA. CORNER)

105'-0"

CL BEARING TO CL BEARING TYPE 3 OBJECT

MARKERS, TYP.

SEE DETAIL

THIS SHEET.

11'

Q100= *

HYDRAULIC DATA:

Q2 = 71.8 CFS

AVG. DEPTH = 1.9'

BANKFULL WIDTH = 11'±

Q100 = 127.4 CFS

AVG. DEPTH = 2.3'

*Q100 = 2263.94' AT UPSTREAM

EDGE OF BRIDGE

SCALE IN FEET

0 10 20

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

N

C R

E E

K

LO

D

G E

P O

LE

5'-4"

PRESTRESSED

CONCRETE DECKED

BULB-TEE

BEAM, TYP.

4" GAP TYP.

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

:1

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

L

O D

G E

P O

L E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

BRIDGE GENERAL

LAYOUT

MAR-26

R34905

R. DAWE

R. DAWE

A. GROESBECK

7333.30

30 6

WENATCHEE RIVER

RANGER DISTRICT

1.5H:1V

2H:1V

107'-6" OUT-TO-OUT BRIDGE

2H:1V

1.5H:1V

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

OBJECT MARKER TYPE 3

NOT TO SCALE

3" 2"

ASPHALT WEARING

SURFACE

SEE SHEET 8 FOR

FOUNDATION

ELEVATIONS.

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

:1

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

L

O D

G E

P O

L E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

STRUCTURE

EXCAVATION

MAR-26

R34905

R. DAWE

R. DAWE

A. GROESBECK

7333.30

30 7

WENATCHEE RIVER

RANGER DISTRICT

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 28 FOR DEWATERING REQUIREMENTS.

3. DEWATERING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

SHEET 28 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 & DISPOSE

OF EXISTING CULVERT

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

13+40 14+00 14+80

EL 2276.91

BOT. PILE CAP

EL 2275.86

BOT. PILE CAP

EL 2265.86

BOT. CASING

EL 2230.86

BOT. PILE

EL 2231.91

BOT. PILE

EL 2266.91

BOT. CASING

CP-2

14+00

P T

.3

LAYOUT 8000

LAYOUT 8001

2265227022752280

2295 22

PLAN

SCALE IN FEET

0 5 10

1. REFER TO SHEETS 11-12 AND THE PROJECT GEOTECHNICAL REPORT FOR DETAILED

SOIL BORING INFORMATION.

2. THE MINIMUM DIAMETER OF THE MICROPILE (ONCE CASING IS REMOVED) SHALL BE

9.625".

3. PERFORM ONE LOAD VERIFICATION TEST IN ACCORDANCE WITH FP-14 SUBSECTION

567.06(B)(1). LOCATION OF SACRIFICIAL PILE TO BE APPROVED BY THE CO.

4. PROOF LOAD ONE PILE PER ABUTMENT IN ACCORDANCE WITH FP-14 SUBSECTION

567.06(B)(2).

5. THE UNFACTORED DESIGN LOAD, DL, TO BE USED IN LOAD TESTING IS 81 KIPS.

6. THE CONTRACTOR IS REQUIRED TO RETAIN A PROFESSIONAL ENGINEER LICENSED IN

THE STATE OF WASHINGTON TO MONITOR ALL PHASES OF THE MICROPILE

INSTALLATION AND TESTING. SEE FP-14 SUBSECTION 567.03 FOR QUALIFICATION

REQUIREMENTS, INDIRECT TO 56702.

7. CONTRACTOR CAN PROPOSE ALTERNATE FOUNDATION DESIGN USING DRILLED PIPE

PILES TO BE CONSIDERED AND REVIEWED BY THE CO. THE ALTERNATE PILE

FOUNDATION MUST BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE

STATE OF WASHINGTON.

CAST-IN-PLACE

PILE CAP, SEE

DETAIL

' M

IM

IN

U M

G R

O U

T E

D B

O N

D L

E N

G T

H

SOIL LAYER ABOVE

BEDROCK, SEE

GEOTECHNICAL BORING

LOGS SHEETS 11 & 12

TYPICAL MICROPILE TO

CAP CONNECTION, SEE

DETAIL

EXISTING

GROUND

CAST-IN-PLACE

PILE CAP, TYP.

9 5/8" Ø

MICROPILE, TYP.

ELEVATION

SCALE: 1" = 20'

MICROPILE NOTES

TYPICAL MICROPILE SECTION

NOT TO SCALE

N

CENTERLINE

ROAD

NOTE: ALL DIMENSIONS

ARE TYPICAL.

S T

A

.9

C

/L B

R G

A

B U

T

105'-0"

CL BEARING TO CL BEARING

S T

A

.9

C

/L B

R G

A

B U

T

3'-0"

1'-6" 1'-6"

OUTLINE OF

CAST-IN-PLACE

PILE CAP, TYP.

OUTLINE OF

GEOCELL, TYP.

'-9

'-9

C R

E E

K

LO

D

G E

P O

LE2

'-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

:1

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

L

O D

G E

P O

L E

C R

E E

K B

R

ID

G E

D

E S

IG

N

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

FOUNDATION

PLAN

MAR-26

R34905

R. DAWE

R. DAWE

A. GROESBECK

7333.30

30 8

WENATCHEE RIVER

RANGER DISTRICT

SW-B1-02

SW-B1-01

' P

E R

M A

N E

N T

C A

S

IN

G L

E N

G T

H

'-6

'-6

'-6

'-6

(5

-5

/8 "Ø

M

IC

R O

P

IL

E

S

P A

'-6

'-0

'-6

P

IL

E

C A

P

EL 2276.91

BOT PILE CAP EL 2275.86

BOT PILE CAP

3+

LAYOUT PT 5001

LAYOUT PT 5000

LAYOUT PT 5003LAYOUT PT 5002

RIPRAP & STREAM PLAN

SCALE: 1" = 10'

SECTION

SCALE: 1" = 10'

11'

BANKFULL

WIDTH

.5

B A

N K

H E

IG

H

T

8'

BED

WIDTH

18.3' TOE - TOE RIPRAP

PERPENDICULAR TO CHANNEL

6'

BANK

WIDTH

6'

BANK

WIDTH

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

/9

/2

:1

P A

T R

IC

IA

.D O

N N

E R

C

D

JA

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W O

R K

\D

JA

-P R

O D

\D M

S

\7

.3

L O

D G

E P

O L

E C

R E

E K

R

IP

R

A P

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

RIPRAP PLAN

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 9

WENATCHEE RIVER

RANGER DISTRICT

T Y

P . N

T Y

P

RIPRAP LAYOUT

CLASS 4 RIPRAP, TYP.

1.5H:1V

A B

U T

M E

N T

A B

U T

M E

N T

CLASS 4

RIPRAP, TYP.

CAST-IN-PLACE

PILE CAP, TYP.

STREAM THALWEG

CENTERLINE ROAD

CENTERLINE STRUCTURE

CAST-IN-PLACE

PILE CAP

SEE SHEETS 19-20 FOR

STREAM DEATILS

EXISTING GROUND

SEE SHEETS 19-20 FOR

STREAM DETAILS

2H:1V

1.5H:1V

2H:1V

3'

C R

E E

K

LO

D

G E

P O

LE

B E

N C

H

B E

N C

H

' T

Y P

2H:1V

1.5H:1V 1.5H:1V

2H:1V

SEE SHEET 10 FOR

LAYOUT PTS.

EL 2272.50

TOP OF RIPRAP

EL 2262.50

TOE OF RIPRAP

EL 2262.50

TOE OF RIPRAP

EL 2272.50

TOP OF RIPRAP

EL 2268.03

TOP OF RIPRAP

EL 2258.03

TOE OF RIPRAP

EL 2258.03

TOE OF RIPRAP

EL 2268.03

TOP OF RIPRAP

EL 2260.27

TOE OF RIPRAP

EL 2270.27

TOP OF RIPRAP

EL 2260.27

TOE OF RIPRAP

EL 2270.27

TOP OF RIPRAP

POINT TABLE

POINT #

NORTHING

319586.38

319594.47

319562.34

319570.43

EASTING

1597355.24

1597333.71

1597341.03

1597319.50

ELEVATION

2262.50

2262.50

2258.03

2258.03

DESCRIPTION

US LAYOUT PT

US LAYOUT PT

DS LAYOUT PT

DS LAYOUT PT

SECTION

SCALE: 1" = 20'

SECTION

SCALE: 1" = 20'

RIPRAP LAYOUT

RIPRAP LAYOUT

14.2'

BENCH

11.4' 16.9'

BENCH

10.5'

CLASS 4

RIPRAP, TYP. 1

3'

SECTION

SCALE: 1" = 20'

RIPRAP LAYOUT

18.6'

EXISTING

GROUND

ABUTMENT 1

PILE CAP ABUTMENT 2

PILE CAP

SEE SHEETS 19-20 FOR

STREAM DETAILS

14.6'

12.4'

BENCH

15.6' 9.5'

BENCH

15.3'

CLASS 4

RIPRAP, TYP. 1

3'18.6'

EXISTING

GROUND

ABUTMENT 1

PILE CAP

ABUTMENT 2

PILE CAP

14.6'

10.6'

BENCH

19.9' 2.2'

BENCH

20.1'

CLASS 4

RIPRAP, TYP.

3'18.6'

EXISTING

GROUND

ABUTMENT 1

PILE CAP

ABUTMENT 2

PILE CAP

14.6'

102'

102'

102'

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

/9

/2

:1

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

L O

D G

E P

O L

E C

R E

E K

R

IP

R

A P

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

RIPRAP PLAN

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 10

WENATCHEE RIVER

RANGER DISTRICT

SEE SHEETS 19-20 FOR

STREAM DETAILS

SEE SHEETS 19-20 FOR

STREAM DETAILS

15.9'

15.8'

15.8'

* LAYOUT POINTS ARE TO THE TOE OF RIPRAP

RIPRAP LAYOUT POINTS

LAYOUT PT

LAYOUT PT

LAYOUT PT

LAYOUT PT

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

: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

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L

O D

G E

P O

L E

C R

E E

K

B O

R

IN

G L

O G

S .D

W G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

BORING LOGS

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 11

WENATCHEE RIVER

RANGER DISTRICT

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

: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

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D \D

M S

\7

.3

L

O D

G E

P O

L E

C R

E E

K

B O

R

IN

G L

O G

S .D

W G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

BORING LOGS

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 12

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

: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

L

O D

G E

P O

L 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

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

ABUTMENT PLAN &

ELEVATION

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 13

WENATCHEE RIVER

RANGER DISTRICT

SEE NOTE

2'-61 4" 1'-5"

01 2"

'-6

'-6

CAST-IN-PLACE

BACKWALL,

SEE SHEET 16

27'-6" OUT-TO-OUT CAST-IN-PLACE PILE CAP & BACKWALL

TYP. BEAM TO

PILE CAP

CONNECTION,

SEE

DETAIL

'-3

'-0

PRESTRESSED

CONCRETE DECKED

BULB-TEE BEAM, TYP.

FILL TO SPILL

AROUND END

OF PILE CAP

FINISHED

GROUND, FILL

FACE OF PILE CAP

1'-53 4" 2'-10"

SYMMETRICAL ABOUT

CENTERLINE STRUCTURE

5'-6" 5'-6" 2'-9" MICRO PILE

SPACING

13'-9"

GUARD

ANGLE, SEE

SHEET 14

10'-01 4"

SYMMETRICAL ABOUT

CENTERLINE STRUCTURE

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

(15) HOOPS

2'-9"

6"

9 5/8"Ø

GROUTED

MICROPILE,

TYP.

CAST-IN-PLACE

BACKWALL,

SEE SHEET 16

PRESTRESSED

CONCRETE

BEAM, TYP.

CAST-IN-PLACE

CONCRETE

PILE CAP

9 5/8Ø GROUTED

MICROPILE, TYP.

3" CLR.

(BOTTOM)

#5 HOOP

2" CLR.

(SIDES

& TOP)

(4) #8 - TOP &

BOTTOM

#5 HOOP

10"

TYPICAL PILE

CAP TO BEAM

CONNECTION

SEE DETAIL

'-0

3'-0"

5 8

9 5/8Ø GROUTED

MICROPILE, TYP.

'-6

'-3

3 4

3'-83 4"

TYP.

CENTERLINE BEARING

32"

" 41

2"

ABUTMENT 1 SHOWN

ABUTMENT 2 SIMILAR

PILE TO CAP CONNECTION

3" CLR.

(BOTTOM)

2" CLR.

(SIDES

& TOP)

32"

31"

8"

(4) #8 - TOP &

BOTTOM

TYPICAL PILE

CAP TO BEAM

CONNECTION

SEE DETAIL

ABUT. 1 SHOWN

ABUT. 2 SIMILAR

USE 3/4"x 9"x 22" ELASTOMERIC

BEARING PAD (60 DURO., LOW

TEMP. ZONE D).

2-1/2"Ø

SLEEVE

SPACING 2'-9"

C/L

BEARING

CENTERLINE BEARING

ABUTMENT ELEVATION

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

ABUTMENT PLAN

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

SECTION

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

SECTION

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

A

A

A

3"

BEND HOOPS

AROUND PILES,

SEE SECTION 2

'-0

53 4"

#5 BARS,

EACH FACE

EQUAL

SPACE

#10 THREADED

REBAR WITH HEAVY

HEX NUT & WASHER

3/4" X 1/4" X 0'-4 1/2"

GALVANIZED PLATE

#5 BETWEEN

PILES AND ENDS

#5 BETWEEN

PILES AND ENDS

9 5/8"Ø GROUTED

MICROPILE, TYP.

PILE CAP TO BEAM CONNECTION

BEARING PAD.

SEE GENERAL

NOTES ON SHEET 3.

CAST-IN-PLACE

PILE CAP

PRESTRESSED CONCRETE

BEAM15" THICK CAST-IN-PLACE

BACKWALL

2-1/2"Ø NOM. PVC SLEEVE,

LEAVE EMBEDDED IN PILE CAP

'-3

1"Ø x 2'-6" SMOOTH DOWEL,

(10) REQUIRED PER ABUTMENT

2"

GROUT AND SET DOWEL PRIOR

TO POURING BACKWALL

APPLY LAYER OF TAR PAPER

BETWEEN PILE CAP & BACKWALL

ENTIRE LENGTH

3/4" THICK EXPANSION JOINT

FILLER UNDER BEAM WEB IN

FRONT OF BEARING PAD.

SEE NOTE 1 ON SHEET 13.

3"

GUARD ANGLE DETAIL

R E

C E

S S

A N

G L E

/8

B E

L O

W F

IN

IS

H E

D G

R A

D E

L 2-1/2x 2-1/2x 1/4

GUARD ANGLE

1/2"Ø x 4" HEADED

CONCRETE ANCHORS @

12" C.C. MAX. SPACING

CAST-IN-PLACE

BACKWALL

PRESTRESSED BEAM

TOP FLANGE

CENTERLINE

SLEEVE

A

DETAIL

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

B

DETAIL

SCALE: 1" = 1'-0"

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

: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

L

O D

G E

P O

L 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

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

ABUTMENT

DETAILS

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 14

WENATCHEE RIVER

RANGER DISTRICT

'-0

M

IN

GEOTEXTILE, TYPE II-A 4'

WIDE X FULL LENGTH OF

ABUTMENT. INDIRECT TO

ITEM 55220A

PRETENSIONING IS THE ONLY ACCEPTABLE METHOD OF PRESTRESSING FOR THIS PROJECT. PROVIDE THE FINAL DESIGN AND LOAD RATING FOR ALL PRESTRESSED REINFORCEMENT AND NON-PRESTRESSED REINFORCEMENT IN THE SECTION SHOWN ON THIS SHEET. VERIFY THAT THE ALLOWABLE STRESS AND ULTIMATE STRENGTH REQUIREMENTS ARE MET AT ALL STAGES OF CONSTRUCTION. ASSUME MODERATE CORROSIVE CONDITIONS FOR TENSILE STRESS LIMITS AT SERVICE LIMIT STATE AFTER LOSSES. THE DESIGN DOCUMENTS MUST BEAR THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN WASHINGTON. SUBMIT CALCULATIONS AND SHOP DRAWINGS IN ACCORDANCE WITH SECTION 553 OF THE STANDARD SPECIFICATIONS AT LEAST 30 DAYS PRIOR TO CASTING ANY MEMBERS. SEE GENERAL NOTES ON SHEET 3 FOR ADDITIONAL DESIGN AND MATERIAL SPECIFICATIONS.

DESIGN IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION. DESIGN NOTES ARE AS FOLLOWS:

1. HL-93 LIVE LOAD WITH IMPACT.

2. ENSURE THE LRFR LOAD RATING FACTOR EXCEEDS 1.0 FOR HL-93 INVENTORY LOADING. USE A SYSTEM FACTOR OF 0.85. 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.

3. SUPERIMPOSED DEAD LOAD IS 35 PSF FOR A FUTURE WEARING SURFACE. SUPERIMPOSED DEAD LOAD MAY BE ASSUMED TO BE EQUALLY DISTRIBUTED TO THE BEAMS.

4. ASSUME MODERATE CORROSIVE CONDITIONS FOR TENSILE STRESS LIMITS AT SERVICE LIMIT STATE AFTER LOSSES.

5. EITHER APPROXIMATE OR REFINED METHODS FOR ESTIMATING PRESTRESS LOSSES MAY BE USED.

6. ENSURE THE MAXIMUM TENSION STRESS IN THE PRE-COMPRESSED TENSILE ZONE AFTER LOSSES FOR ALL SERVICE CASES IS 0.19√F'C. MAXIMUM TEMPORARY TENSILE STRESS (AT RELEASE) IS 0.20 KSI.

FINISHING CONCRETE: FINISH THE BOTTOMS OF ALL BEAMS AND THE EXTERIOR FACE OF ALL EXTERIOR BEAMS IN ACCORDANCE WITH THE SPECIFICATIONS EXCEPT A CONCRETE GRAY EPOXY MORTAR USING AASHTO M235 CLASS II EPOXY RESIN ADHESIVE MAY BE USED INSTEAD OF THE SPECIFIED SAND-CEMENT MORTAR TO REDUCE CURING TIME. RUB THE EPOXY MORTAR WITH CEMENT PRIOR TO HARDENING. FINISH THE BEAM ENDS SO THAT ALL HOLES OR ACCEPTABLE ROCK POCKETS ARE

PATCHED AND THE STRANDS ARE CUT OFF FLUSH OR BURNED BACK.

PAINTING OF WELD TIE CONNECTIONS AND GUARD ANGLES: GALVANIZE OR PAINT GUARD ANGLES OR WELD TIES NOT COVERED BY 1 INCH OR MORE OF CONCRETE. IF PAINTING, USE ONE PRIMER COAT AND TWO FIELD COATS OF ALUMINUM PAINT

CONFORMING TO AASHTO M69, TYPE II.

ALTERNATE BEAM SECTIONS: CONTRACTOR MAY PROPOSE ALTERNATE PRESTRESSED CONCRETE BEAM SECTIONS PROVIDING THE OVERALL BEAM DEPTH IS WITHIN 3" OF THAT SHOWN IN THESE PLANS. ASSOCIATED MODIFICATIONS TO THE DESIGN BECOME THE RESPONSIBILITY OF THE CONTRACTOR. ALTERNATE DESIGN, 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. PROVIDE A CLASS 2 RUBBED FINISH ON CURBS ON ALL FACES.

WELD TIE, TYP. (15 EA. LINE)

SEE DETAIL ON SHEET 17.

'-4

F L A

N G

E

'-4

F L A

N G

E

1 4" G

A P

B E

T W

E E

N F

L A

N G

E S

T

Y P

105'-01 8" BEAM TOP FLANGE LENGTH (AFTER ALLOWANCES FOR ELASTIC SHORTENING) & TOTAL CURB LENGTH

35'-0"

TYP.

END OF

WEB

106'-61

8" WEB & BOTTOM FLANGE LENGTH (AFTER ALLOWANCES FOR ELASTIC SHORTENING)

USE TRANSVERSE

ROUGH BROOM FINISH

7'-6"

TYP. SPACING

TYPICAL INTERMEDIATE DIAPHRAGM

SEE DETAILS ON SHEET 17.

'-0

1 2" O

U T

-T O

-O U

T W

ID

T

H

C /L

B R

G

'-4

F L A

N G

E

PLANT CAST

CONCRETE

CURB, TYP.

CONCRETE CURB

JOINT. SEE DETAILS

SHEET 18.

C /L

B R

G

SYMMETRIC ABOUT MIDSPAN

R6" TYP.

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

: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

L

O D

G E

P O

L 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

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUPERSTRUCTURE

PLAN

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 15

WENATCHEE RIVER

RANGER DISTRICT

SUPERSTRUCTURE PLAN

SCALE: 3/16" = 1'-0"

PRESTRESSED BEAM NOTES

5'-0" TYP.

WELD TIE SPA. 2'-61

4"

TYP.

1'-3" TYP.

'-1

G U

A R

D A

N G

L E

'-6

O U

T -T

O -O

U T

B A

C K

W A

L L

'-1

'-1

CL

STRUCTURE

#5 BARS EXTENDED

FROM FLANGE, TYP.

#6 CONTINUED

THRU HOLES IN

BEAM WEB

PROVIDE CLEARANCE

TO BEAM, TYP.

1'-0"

C L R

T Y

P

#5 VERT.

(6) SPA. @ 12"

2'-5" BENT FLANGE REBAR VERTICALS

H

O R

IZ

(7

S P

A

O C

M A

X

44"

#5 BARS FROM FLANGE

BENT INTO BACKWALL,

TYP. (7 EACH BEAM)

1-1/2"Ø

BLOCKOUTS

FOR

BACKWALL

REINFORCING

BLOCK OUT FLANGE

FOR BACKWALL

(6) SPA @ 101

2"

= 4'-41 2"

(2

S P

A

2'-0"

EMBED.

#6 HORIZ.

#5 HORIZ.

#6 CONTINUED

THRU HOLES IN

BEAM WEB, TYP.

#5 HORIZ.

ANCHORAGE ZONE

REINFORCING 1" CLEAR

EXTEND #5 x 6'-4 3/4"

BARS FROM FLANGE

AND BEND DOWN PRIOR

TO SHIPPING (EMBED

BARS 2'-0" INTO FLANGE),

TYP.

CL BLOCKOUT FOR

BACKWALL REINFORCING

9"

8"

BEAM WEB &

BOTTOM

FLANGE

BELOW

TYPICAL BEAM END DETAIL

1'-03

4" TO CENTER OF

BENT FLANGE BAR

BENT FLANGE

REBAR, TYP.

1'-0"1'-01

4" #5 VERT.

(4) SPA @ 12"

PROVIDE REINFORCING IN THE

ANCHORAGE ZONE FOR SPLITTING

RESISTANCE AND CONFINEMENT IN

ACCORDANCE WITH AASHTO LRFD

5.9.4.4.1 AND 5.9.4.4.2, RESPECTIVELY.

USE MIN. CONFINEMENT

REINFORCEMENT OF #3 BARS @ 6".

BLOCKOUT HOLES MAY BE FORMED WITH

POST-TENSIONING DUCT LEFT IN PLACE.

OTHER MATERIALS USED TO FORM

HOLES MUST BE REMOVED PRIOR TO

SHIPPING.

12"

#5 VERT.

(3) SPA. @ 12"

BACKWALL REINFORCING

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

A

DETAIL

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

PLAN

ELEVATION SECTION

STREAM FACE FILL FACE

FOOTNOTES

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

:2

P

A T

R

IC

IA

.D

O N

N E

R C

D

JA

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W W

O R

K \D

JA

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R O

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\7

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L

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G E

P O

L 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

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUPERSTRUCTURE

DETAILS

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 16

WENATCHEE RIVER

RANGER DISTRICT

#6 PERIMETER

BAR, BOTH FACES

#6 HORIZ.

#5 BAR HORIZ.

# 5 BAR HORIZ.

C12x20.7

DIAPHRAGM,

TYP.

DETAIL

4'-83

4" DIAPHRAGM

LENGTH, TYP.

5'-41 4"

4'-101 4"3"

CENTERLINE

SLEEVES

ADDITIONAL

#4 BAR, TYP.

A

A

2"2"

(4) ADD'L #4 BARS

EACH FACE OF WEB

(8) TOTAL EACH BEAM

'-3

1 2"

11 2" (2

11 2"

4"

GAP

NOTE: REINFORCING SHOWN

IS IN ADDITION TO TYPICAL

BEAM REINFORCING

6"6"

DIAPHRAGM CONNECTION

11 2" 11 2"

L4x4 X 3/8 X 0'-9" W/ (3) 3/4"Ø x 1-3/4" A325

BOLT, TYP. EACH SIDE

13/16" X 1-7/8"

HORIZ.

SLOTTED HOLES

IN ANGLE, TYP.

(3) 3/4"Ø x 8" A325

THRU BOLTS

4"

13/16" x 1-1/4"

VERT. SLOTS IN

CHANNEL, TYP.

BAR 4"X 1/2"X 0'-10"

(W/ 1"Ø HOLES,

CENTERED) AT

EXTERIOR FACES OF

BEAMS.

L2 x 2x 3/8 x 0'-4" w/ (2) 1/2"Ø x 0'-6"

HEADED ANCHOR STUDS @ 2-1/2"

GAGE

1/4"

GAP

BAR 2"x 3/4" x 0'-31 4"

FILL W/ NON-

SHRINK GROUT

2"

1"

M A

T C

H G

R O

U T

K E

Y

2" TYP.

1"Ø GALV. SLEEVES

CAST IN STEM

(LEAVE IN PLACE)

(4) #4 x 2'-0" EACH FACE OF WEB

CONTINUOUS

BACKER ROD

1/4

REMOVE

ALL SLAG

3"

1'-91

2" TYP.

1/2"Ø HALF-ROUND

DRIP GROOVE

6" 9"

TYP.

2" TYP.

" 3

'-1

'-3

" 2

2'-0" 2'-0"

1'-91

2" TYP. 6" 9"

TYP.

2" TYP.

'-3

'-3

"3 '-9

GROUT KEY, TYP.

SEE DETAIL ON THIS SHEET

2"

TYP.

2"

TYP.

5'-4" 5'-4"

PLANT CAST

CONCRETE CURB,

SEE SHEET 18.

NOTE: GALVANIZE OR PAINT STEEL DIAPHRAGM ELEMENTS. USE ONE PRIMER COAT

AND TWO TOP COATS OF ALUMINUM PAINT CONFORMING TO AASHTO M69, TYPE II.

BEAM FABRICATOR MAY

SUBMIT ALTERNATE

WELD TIE DETAIL FOR

APPROVAL.

NOTE: BEAM FABRICATOR MAY

SUBMIT ALTERNATE GROUT

KEY DETAIL FOR APPROVAL

13"

10"

'-6

CL STRUCTURE

'-8

1'-0" 8"

B

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

:2

P

A T

R

IC

IA

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N E

R C

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JA

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W W

O R

K \D

JA

-P

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D \D

M S

\7

.3

L

O D

G E

P O

L 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

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUPERSTRUCTURE

DETAILS

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 17

WENATCHEE RIVER

RANGER DISTRICT

B

DETAIL

SCALE: 1" = 1'-0"

INTERMEDIATE DIAPHRAGM DETAIL

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

EXTERIOR BEAM

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

INTERIOR BEAM

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

WELD TIE DETAIL

NOT TO SCALE

GROUT KEY

NOT TO SCALESECTION A-A

12"

7"

12"

" 22"

NOTE: CURB TO BE PLANT

CAST FOLLOWING RELEASE

OF PRESTRESSING.

#5 @ 6"

(6) #4X

CONT.

2" CLR.

#4 @ 12"

2" CLR.

PLANT CAST

CONCRETE CURB

PRESTRESSED

CONCRETE BEAM

FLANGE

BEAM TRANSVERSE DECK

REINFORCEMENT PER

FABRICATOR DESIGN

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

:2

P

A T

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IC

IA

.D

O N

N E

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JA

-P

W W

O R

K \D

JA

-P

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D \D

M S

\7

.3

L

O D

G E

P O

L 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

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

SUPERSTRUCTURE

DETAILS

MAR-26

R34905

P. DONNER

P. DONNER

A. GROESBECK

7333.30

30 18

WENATCHEE RIVER

RANGER DISTRICT

CURB REINFORCING

NOT TO SCALE

CURB JOINT DETAIL

NOT TO SCALE

CONSTRUCTION DATE DETAIL

NOT TO SCALE

ELEVATIONPLAN VIEW

PREFORMED EXPANSION

JOINT FILLER

PER 712.01(B)(1)

BETWEEN CURBS1

2" CHAMFER, TYP.

FORM IS

12-3/4" X 7"

END OF BEAM

DATE (YEAR OF

CONSTRUCTION FORM

PROVIDED BY GOVERNMENT

3'-0"

V A

R

IE

S

FABRICATOR TO PROVIDE A MINIMUM OF #5 @ 6" OC TRANSVERSE

DECK REINFORCEMENT IN EXTERIOR BEAM FLANGES.

ALIGNMENT - PROPOSED THALWEG

2+80 3+00 3+50

3+00

STREAM PROFILE

NOT TO SCALE

FOOTNOTES:

10'

POOL

±9'-6", TYP.

EXAMPLE STEP-POOL SECTION

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 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.

NATIVE MATERIAL MEETING GRADATION FOR THE SPECIFIED BED CLASS, AND CHANNEL

ROCK MAY BE SALVAGED AND INCORPORATED INTO THE SIMULATED STREAMBED.

0'-6" TOLERANCE FOR POOL AND RIFFLE LENGTHS AND 2'-6" TOLERANCE ON CHANNEL

WIDTHS TO ACCOUNT FOR NATURAL VARIABILITY.

FLOW

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.

CONSTRUCT CONTINUOUS HARDENED

BANKS THE ENTIRE LENGTH OF STREAM

SIMULATION WITH CLASS CR-0 CHANNEL

ROCK. PAID FOR WITH 64803.

STA 2+90

EL 2263.51

TRANSITION BANKS AND STREAMBED

SIMULATION INTO EXISTING STREAM

STA 3+19

EL 2258.88

POROUS ROCK WEIR

STA 3+30

EL 2257.12

POROUS ROCK WEIR

STA 3+30

EL 2257.12

TRANSITION BANKS AND STREAMBED

SIMULATION INTO EXISTING STREAM

SURFACE

ROCKS, TYP.

FOOTER ROCKS,

TYP.

CONSTRUCT POROUS ROCK WEIR WITH

CLASS CR-0 CHANNEL ROCK. PAID FOR

WITH 64803. SEE DETAIL SHEET 20.STREAM SIMULATION

MATERIAL, BED CLASS 2

CONSTRUCT POOL.

SEE DETAIL SHEET 20.

1 2 3

STA 3+08

EL 2260.64

POROUS ROCK WEIR

STA 2+97

EL 2262.39

POROUS ROCK WEIR

3+00

STREAM PLAN

NOT TO SCALE

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

:4

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

\L

O D

G E

P O

L E

C

IV

IL

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

STREAM SIMULATION

PLAN & PROFILE

MAR-26

R34905

A. REILLY

A. REILLY

B. KAMRUD

7333.30

30 19

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 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.

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

SALVAGED AND INCORPORATED INTO THE SIMULATED STREAMBED.

ROCK WEIR PLAN

NOT TO SCALE

FOOTNOTES:

TYPICAL POROUS ROCK WEIR SECTION 2

TYPICAL POOL SECTION

±11'-0" BANKFULL WIDTH

'-7

D

E P

T

H6'-0" BANK, TYP.

BOTH SIDES.

CONSTRUCT BANKS USING

MIX OF CHANNEL ROCK CLASS

CR-0 AND EXCAVATED

MATERIAL TO FORM AN

IMPERVIOUS BANK, TYP.

KEY ROCK WEIR

INTO BANK, 1'-6" MIN.

±11'-0" BANKFULL WIDTH

±2 '-2

D

E P

T H

6'-0" BANK, TYP.

BOTH SIDES.

FLOW

3"-6" STEP

HEIGHT, TYP.

SURFACE ROCK

FOOTER ROCK. EXCAVATE

AND PLACE BELOW

STREAMBED AS SHOWN.

ROCK WEIR GRADE CONTROL AT

UPSTREAM RECONSTRUCTION EXTENTS,

TYING DESIGN STREAM INTO EXISTING

STREAM.

SURFACE AND

FOOTER ROCKS

CHANNEL ROCK,

CLASS CR-0

POOL DEPTH,

TYP.

±7"

POOL

LENGTH, TYP.

±9'-6"

A

ROCK WEIR PROFILE

NOT TO SCALE

F L

O W

W = ±11'-0"

W/3 W/3 W/3

30° TYP.

BACKFILL WITH NATIVE

STREAMBED

SIMULATION MATERIAL

FLUSH WITH TOP OF

SURFACE ROCKS.

KEY ROCKS

INTO BANK

PLACE SURFACE ROCKS AND

FOOTER ROCKS AS CLOSE

TOGETHER AS POSSIBLE SO

THAT GAPS BETWEEN ANY OF

THE ROCKS ARE MINIMIZED,

EXCEPT AS NOTED.

PROVIDE GAPS IN

SURFACE ROCKS

(3"-6") IN THE MIDDLE

3 OF THE CHANNEL

30° TYP.

A

A

STREAMBED SIMULATION

ROCK, BED CLASS 2, TYP.

BED CLASS 2 STREAMBED SIMULATION ROCK

FIELD MIX GUIDE

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

:4

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

\L

O D

G E

P O

L E

C

IV

IL

.D W

G

REGION 6

PACIFIC NORTHWEST REGION

LODGEPOLE

CREEK BRIDGE

DESIGN

RD 6500000 MP 8.63

STRUCTURE NO.

061707000037203

OKANOGAN-WENATCHEE

NATIONAL FOREST

STREAM SIMULATION

DETAILS

MAR-26

R34905

A. REILLY

A. REILLY

B. KAMRUD

7333.30

30 20

WENATCHEE RIVER

RANGER DISTRICT

PROPORTIONS CLASS 2

1 UNITS 10" - 4"

2 UNITS 4" - 1 3/4"

2 UNITS 1 3/4" - 1/2"

1 UNITS 1/2" - No. 10 (FINES)

1/2 UNITS < No. 10 (FINES)

CP-2

2+00 3+00

4+00

2+00

3+00

CENTERLINE POINTS

POINT #

NORTHING

319718.28

319711.10

319702.11

319692.77

319685.97

319678.85

319672.