COUNTY

BRIDGE DWG. NO.

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DESIGNED

DATE DESCRIPTIONNO.

REVISIONS

BRIDGE KEY NO.

DX\prjXXXXX\ProjDev\Bridge\Plans

BY

BRIDGE PLANS

CORRECTIONS

ENGLISH

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JULY 2026

12806 brSI 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

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PLAN

1"=20'-0"

M A

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IE

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PT 13+69.16

409+00

C A

N A

L R

ID

E N

B A

U G

H

AVENUE

BOISE TO EAST

WAYMILL

BROOKTO SOUTH

NOTES

TO BRIDGE LAYOUT LINE UNLESS NOTED OTHERWISE.

DIMENSIONS MEASURED PERPENDICULAR OR PARALLEL

ROAD WITHIN BRIDGE AND APPROACH SLAB LIMITS.

DIMENSION MEASURED PERPENDICULAR TO ¡ ECKERT

OF DECK.

DIMENSION MEASURED PERPENDICULAR TO LEFT EDGE

1.

2.

3.

HYDRAULIC DATA

CANAL FLOW

H.W. ELEVATION

VELOCITY

FLOW CONTROLLED BY

550 cfs

2755.50 ft

2.4 fps

NAMPA-MERIDIAN IRRIGATION DISTRICT

2755.50

H.W. ELEV.

SITUATION & LAYOUT - SHEET 1

S. WALIMAA

R. BOGGAN

ALONG RIGHT EDGE OF PROPOSED BRIDGE

APPROXIMATE EXISTING GROUND

TO ¡ ECKERT ROAD.

STATIONS AND OFFSETS ARE REPORTED WITH RESPECT4.

ELEVATION

1"=20'-0"

(MEASURED ALONG LAYOUT LINE)

89'-0" ¡ BRG. TO ¡ BRG.

¡ BRG. ABUT. 1 ¡ BRG. ABUT. 2

COMBINATION RAILING

FINISHED GRADE

F F

FINISHED GRADE

HP14X117 PILES (TYP.)

FINISHED GRADE

12.2' CLR.

K. WALKER

E L

E V

A T

IO

N

F

E E

T

(MEASURED ALONG LAYOUT LINE)

89'-0" ¡ BRG. TO ¡ BRG.

(MEASURED ALONG LAYOUT LINE)

91'-5" OUT-TO-OUT

"2

1'-2 "2

1'-2

¡ BRG. ABUT. 2

C O

M B

R A

IL

IN

G

(DWG. NO. 6404 & 6404-B)

REMOVE EXISTING BRIDGE, BK 12805

STA. 410+00.00

¡ ECKERT ROAD

STA. 14+00.00 =

DRIVEWAY

¡ BARBER PARK

410+00

PARK DRIVEWAY

¡ BARBER

N42°13'44"E

¡ ECKERT ROAD & P.G.L.

STA. 408+82.05, 14.60' LT.

@ LAYOUT LINE

¡ BRG. ABUT. 1

L A

N E

L A

N E

T U

R N

P A

T H

M U

L T I-

U S

E

R A

IL

IN

G C

O M

B

O

U T

-T O

-O U

T

L A

N E

S H

L D

V A

R

IE

S

X

F.G. ELEV. 2774.68

STA. 408+85.51

¡ BRG. ABUT. 1

F.G. ELEV. 2772.69

STA. 409+73.95

¡ BRG. ABUT. 2

(H.W. ELEV.)

VERT. CLR.

POINT OF MIN.

STA. 409+68.48, 11.71' LT.

@ LAYOUT LINE

¡ BRG. ABUT. 2

WALL

MSE

W

F E

N C

E C

O M

B

R A

IL

G

LAYOUT LINE

***MEASURED PERPENDICULAR TO CANAL

SLAB

VARIES APPR.

O

U T

-T O

-O U

T

S '3

E

GEOMETRY, SEE SHEET 2.

FOR CURB-TO-CURB DIMENSIONS AND ADDITIONAL 5.

STA. 408+82.05

(ALONG LAYOUT LINE)

STA. 409+68.48

(ALONG LAYOUT LINE)

FIBER (TO BE RELOCATED)

EXISTING SPARKLIGHT

SEWER (TO BE REMOVED)

EXISTING ACHD STORM

(TO BE RELOCATED)

INTERMOUNTAIN GAS

EXISTING

WING 2

WING 1

WING 3

RIVER (BRIDGE DWG. NO. 18582)

SEE ECKERT ROAD OVER BOISE

MOMENT SLAB WITH COMB. RAILING,

WINGWALL

WINGWALL

14.77' LT.

STA. 408+80.89,

@ LAYOUT LINE

BEGIN BRIDGE

F.G. ELEV. 2774.72

STA. 408+84.35

BEGIN BRIDGE

11.80' LT.

STA. 409+69.65,

@ LAYOUT LINE

END BRIDGE

F.G. ELEV. 2772.67

STA. 409+75.20

END BRIDGE

2***

2***

(TO BE RELOCATED)

EXISTING VEOLIA WATER

(TO BE REMOVED)

BOISE SANITARY SEWER

EXISTING CITY OF

(TO BE RELOCATED)

EXISTING LUMEN FIBER

RELOCATED)

WATER (TO BE

EXISTING VEOLIA

(TO BE RELOCATED)

EXISTING LUMEN FIBER

APPR. SLAB

20'-0"

(TO BE RELOCATED)

EXISTING NMID TELEMETRY

0ABUT. 1

¡ BRG.

21°00'00" (TYP.)

AND SHEETS 36-40.

UTILITY DETAILS, SEE ROADWAY AND UTILITY PLANS

FOR PROPOSED UTILITIES AND ADDITIONAL EXISTING 6.

APPROACH SLAB DETAILS

SURFACE, SEE

DETECTABLE WARNING

K. WALKER 7/15/2026

COUNTY

BRIDGE DWG. NO.

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

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JULY 2026

12806 brTS 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

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NOTES

LIMITS UNLESS NOTED OTHERWISE.

TO BRIDGE LAYOUT LINE WITHIN BRIDGE

1. DIMENSIONS MEASURED PERPENDICULAR

LEFT EDGE OF DECK.

DIMENSION MEASURED PERPENDICULAR TO 2.

ECKERT ROAD WITHIN BRIDGE LIMITS.

3. DIMENSION MEASURED PERPENDICULAR TO ¡

TYPICAL SECTION

1"=5'-0"

(LOOKING AHEAD ON STATION)

" MAX.)8

" MIN., 70'-18

OUT-TO-OUT WIDTH VARIES (62'-8

MULTI-USE PATH

16'-0"

(RAILING "B")

VARIES

SHOULDER

TURN LANE

11'-0"

LANE

11'-0"

RAILING

1'-2" COMB.*

" MAX.)8

" MIN., 31'-108

VARIES (24'-5

VARIES ¡ ECKERT RD.

"8

3'-1 VARIES

" (¡ BRG. ABUT. 2)8

"(+) = 28'-84

3 SPS. @ 9'-6

"2

2*3'-

1.5%

BRIDGE LAYOUT LINE

4 SPS. @ 8'-9" = 35'-0" "2

3'-2

8 - WF42G PRESTRESSED CONCRETE GIRDERS

" MAX.)2

10" MIN., **9'-4

(**7'-3

SHOULDER VARIES

¡ GIRDER (TYP.)

**9'-0" MAX.)

" MIN., (**4'-6

W/ FENCE

1'-2" COMB. RAILING

BRIDGE LAYOUT LINE

¡ GIRDER 4 =

" MAX.)2

" MIN., 51'-12

CURB-TO-CURB WIDTH VARIES (43'-8

R. BOGGAN

J. CULIAN

K. WALKER

K. WALKER

" MAX.)8

" MIN., **14'-9(**10'-8

(T Y

P

"2

38'-2

LANE

11'-0"

GIRDER BAY

30"� CASING = ¡

UTILITY PIPE WITH

¡ 20"� WATER

BAY

= ¡ GIRDER

CONDUITS

¡ 4 - 6"�

¡ GIRDER BAY

CONDUITS =

¡ 8 - 4"�

BAY

PIPE = ¡ GIRDER

¡ 8"� GAS UTILITY

P.G.L.

" (¡ BRG. ABUT. 1)8

5" = 21'-58

73 SPS. @ 7'-1

(RAILING "A") (RAILING "C")

*1'-2" COMB. RAILING

¡ ECKERT RD.

CURVE DATA

HORIZONTAL ALIGNMENT

PT STA. = 410+57.55

PCC STA. = 408+06.28

S = 1.5% R = 425.00' L = 251.27' T = 129.43' D = 13°28'53"

¬ = 33°52'28" RT.

PI STA. = 409+35.71

CURVE ID = 4B

225' VC

V P

C E

L E

V .4

V P

C S

T A

.5

V P

T E

L E

V .2

V P

T S

T A

.5

-0.5%

-5.0%

ELEV. 2772.85

VPI STA. 409+05.00

S T

A

.3

B E

G

IN

B R

ID

G

E

F .G

E

L E

V

.7

S T

A

.2

E N

D B

R

ID

G E

F .G

E

L E

V

.6

NTS

PROFILE DATA - ¡ ECKERT ROAD

CONDUITS (TYP.)

2 - 2"� STEEL

60' VC

V P

T E

L E

V .7

V P

T S

T A

.8

-1.596%

NTS

PROFILE DATA - ¡ BARBER PARK DRIVEWAY

B E

G

IN

W A

L L

S T

A

.5

5.0%

V P

I E

L E

V .2

V P

I S

T A

.8

V P

C E

L E

V

.7

V P

C S

T A

.8

¡ BARBER PARK DRIVEWAY

CURVE DATA

HORIZONTAL ALIGNMENT

PT STA. = 13+69.16

PC STA. = 12+83.63

S = VARIES (2.0% TO 0.5%)

R = 300.00' L = 85.53' T = 43.06' D = 19°05'55"

¬ = 16°20'05" RT.

PI STA. = 13+26.69

CURVE ID = 1C

MATCH ECKERT ROAD

STA. 13+78.85

E N

D W

A L L

S T

A

.9

7/15/2026

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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JULY 2026

12806 brVM 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

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VICINITY MAP

NTS

SITUATION & LAYOUT - SHEET 1 1

SHEET INDEX

QUANTITIES

210-005A STRUCTURE EXCAVATION SCHEDULE NO. 1 CY

Sandpoint

Coeur d'Alene

St. Maries

Lewiston

Grangeville

Salmon

Meadows

New

Boise

Home

Mountain

Arco Rigby

Idaho Falls

Pocatello Shoshone

Falls

Twin Burley

SHEET INDEX, QUANTITIES, & VICINITY MAP

203-020A REMOVAL OF BRIDGE - FULL 1 EACH

502-380A PRESTRESSED WF GIRDER (42" DEPTH) FT

502-140A CONCRETE CLASS 40-A SCHEDULE NO. 1 CY

502-310A CONCRETE CLASS 40 AF SCHEDULE NO. 2 CY

210-015A COMPACTING BACKFILL CY

M.P. 4.01

ECKERT ROAD STA. 409+29.73

91' PRESTRESSED CONCRETE GIRDER BRIDGE

DESIGN & GENERAL NOTES

STAGE CONSTRUCTION - SHEET 1

FOUNDATION INVESTIGATION

FOUNDATION PLAN

ABUTMENT 1 GEOMETRY

ABUTMENT 1 CAP PLAN & ELEVATION - SHEET 1

ABUTMENT 2 CAP PLAN & ELEVATION - SHEET 1

ABUTMENT 1 DIAPHRAGM PLAN & ELEVATION - SHEET 1

ABUTMENT 2 DIAPHRAGM PLAN & ELEVATION - SHEET 1

ABUTMENT DETAILS - SHEET 1

WINGWALL DETAILS - SHEET 1

WINGWALL DETAILS - SHEET 2

MSE WALL PLAN & ELEVATION

MSE WALL DETAILS

FRAMING PLAN

WF42G PRESTRESSED GIRDER - SHEET 1

WF42G PRESTRESSED GIRDER - SHEET 2

OPTIONAL PRESTRESSED GIRDER WWR DETAILS

DECK TYPICAL SECTION

DECK PLAN & REINFORCEMENT

ONE DIRECTIONAL TRAFFIC DATA

2.0%

70CAADT

3,500AADT

CONSTRUCTION YEAR 2027

2.0%

80CAADT

4,050AADT

FUTURE YEAR 2050

502-435A APPROACH SLAB SY

503-010A METAL REINFORCEMENT SCHEDULE NO. 1 LB

503-015A METAL REINFORCEMENT SCHEDULE NO. 2 LB

504-040A COMBINATION PEDESTRIAN/BICYCLE & TRAFFIC RAILING FT

505-045A PROVIDE & DRIVE STEEL H PILE (14 x 117) FT

505-197A PROVIDE & DRIVE TEST PILE (HP-14 x 117) FT

505-205C PROVIDE & INSTALL PILE SHOES OR TIPS (HP-14 x 117) EACH

566-005A COMPRESSION EXPANSION JOINT (2" BONDED PREFORMED) FT

586-005A UTILITY CONDUIT LS

SEGMENT CODE 002140

M.P. 4.01

OVER RIDENBAUGH CANAL

ECKERT ROAD

IDAHO MAP

NTS

301-005A GRANULAR SUBBASE TONS

505-215A SPLICE STEEL PILE BEFORE DRIVING EACH

505-215B SPLICE STEEL PILE DURING DRIVING EACH

507-005A ELASTOMERIC BEARING PLAIN (SIZE 34"x10"x0.5") EACH

521-005A DYNAMIC PILE TESTING EACH

521-010A CAPWAP ANALYSIS EACH

575-005A TEXTURED CONCRETE SURFACE SY

FOUNDATION DETAILS

INTERMEDIATE DIAPHRAGM DETAILS

SHEET INDEX, QUANTITIES, & VICINITY MAP

E. PRESCOTT

UTILITY DETAILS - SHEET 2

UTILITY DETAILS - SHEET 3

UTILITY DETAILS - SHEET 4

APPROACH SLAB DETAILS - SHEET 1

COMBINATION RAILING PARAPET "A"

COMBINATION RAILING PARAPET "B"

COMBINATION RAILING PARAPET "C"

COMBINATION RAILING PARAPET NOTES & REINFORCEMENT

COMBINATION RAILING METAL RAILING

PROTECTIVE FENCE FOR COMBINATION RAIL - SHEET 1

PROTECTIVE FENCE FOR COMBINATION RAIL - SHEET 2

PROTECTIVE FENCE FOR WALL

METAL REINFORCEMENT - SHEET 1

METAL REINFORCEMENT - SHEET 2

STAGE CONSTRUCTION - SHEET 2 UTILITY DETAILS - SHEET 1

WINGWALL DETAILS - SHEET 3

BEARING DETAILS

203-010A ASBESTOS REMOVAL AND DISPOSAL 50,000 CA

504-040B COMBINATION PEDESTRIAN/BICYCLE & TRAFFIC RAILING (W/ PED FENCE) FT

520-005A PREDRILLING FOR PILING IN SOIL FT

S501-17A MSE RETAINING WALL (CONCRETE PANEL) SF

S501-30D SP BRIDGE, PROTECTIVE FENCE FT

S501-45A SP BRIDGE, MMFX REINFORCEMENT LB

ABUTMENT 2 GEOMETRY

ABUTMENT 2 CAP PLAN & ELEVATION - SHEET 2

ABUTMENT 2 DIAPHRAGM PLAN & ELEVATION - SHEET 2

ABUTMENT DETAILS - SHEET 2

PRESTRESSED GIRDER GENERAL DETAILS

574-005A ANTI-GRAFFITI COATING, TY 2 SF

ABUTMENT 1 CAP PLAN & ELEVATION - SHEET 2

ABUTMENT 1 DIAPHRAGM PLAN & ELEVATION - SHEET 2

K. WALKER

R. BOGGAN

K. WALKER

176.1

248.7

718.0

335.1

38,963

32,160

239.7

118.3

1,080

135.8

4,200

74.0

23,543

1,337

SITUATION & LAYOUT - SHEET 2

APPROACH SLAB DETAILS - SHEET 2

APPROACH SLAB DETAILS - SHEET 3

APPROACH SLAB DETAILS - SHEET 4

+ DENOTES PLAN QUANTITY

S901-05D SP DETECTABLE WARNING SURFACE EACH1

S900-50A CONTINGENCY AMOUNT, PREDRILLING THROUGH OBSTRUCTIONS CA50,000

UTILITY DETAILS - SHEET 5

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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JULY 2026

12806 brGN 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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20222022 8.02.04LARSA 4D

202221.02.00.38LEAP BRIDGE CONCRETE

20242022.12.12ENSOFT LPILE

RELEASE DATEVERSIONNAME

DESIGN

PROPRIETARY COMPUTER SOFTWARE PROGRAMS USED TO FACILITATE DESIGN:

MASH TL-4. DESIGN SPEED IS 35 MPH.

IN ACCORDANCE WITHDECK SLAB DESIGNED USING EMPIRICAL DESIGN METHOD. RAILING

GIRDERS DESIGNED AS SIMPLE SPAN.

DESIGN PROCEDURES

BRIDGE DESIGN MANUAL.

"AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS" 10TH EDITION AND DECEMBER 2024 ITD

DESIGN SPECIFICATIONS

SEISMIC PERFORMANCE ZONE

ACCELERATION COEFFICIENT S

SITE CLASSEQ

EXTREME EVENT LOADS

BASE SETTING TEMPERATURE

UNIFORM TEMPERATURE RANGETU

LIVE LOAD SURCHARGE AT WINGWALL

LIVE LOAD SURCHARGE AT ABUTMENTLS

DYNAMIC ALLOWANCE APPLIED TO TRUCK & TANDEMIM

HL-93LL

TRANSIENT LOADS

PASSIVE PRESSURE (WINGS)

AT REST PRESSURE

ACTIVE PRESSUREEH

UNIT WEIGHT OF SOIL EV

FUTURE UTILITIES

UTILITIES

FUTURE WEARING SURFACE

INITIAL WEARING SURFACEDW

COMBINATION RAILING WITH FENCE

COMBINATION RAILING

UNIT WEIGHT OF REINFORCED CONCRETEDC

PERMANENT LOADS

DESIGN LOADS

GENERAL NOTES

PERFORMING WORK.

SUBMIT PROPOSED CHANGES TO THE ENGINEER FOR APPROVAL BEFORE ORDERING MATERIALS AND

AT THE CONTRACTOR'S OPTION, THE BRIDGE MAY BE CONSTRUCTED FULL WIDTH INSTEAD OF STAGED.

TRAFFIC IS NOT PERMITTED ON THE BRIDGE PRIOR TO COMPLETION.

BRIDGE PLANS HEREIN ASSUME STAGED CONSTRUCTION.

STAGE CONSTRUCTION

WORK NECESSARY TO FULFILL THE CONTRACT THAT IS NOT MEASURED OR PAID FOR SEPARATELY.

INCIDENTAL ITEMS

SURVEY BEAM SEAT ELEVATIONS AND SUBMIT TO ENGINEER FOR APPROVAL BEFORE GIRDER ERECTION.

SURVEY BEAM SEAT ELEVATIONS BEFORE PLACING ABUTMENT CONCRETE.

ELEVATIONS BASED ON NAVD 88 DATUM.

SEE ROADWAY DRAWINGS FOR ADDITIONAL INFORMATION.

TO THE ATTENTION OF THE ENGINEER AND RESOLVE PRIOR TO PROCEEDING WITH WORK.

EXCAVATION, INCLUDING ANY DRILLING OF PILING REQUIRED FOR TEMPORARY SHORING. BRING CONFLICTS

ABANDONED UTILITIES WITH THE PLANS AND NOTIFY RESPECTIVE OWNERS BEFORE COMMENCING

LOCATIONS OF FACILITIES SHOWN. COORDINATE THE LOCATION OF EXISTING, NEW, RELOCATED, AND

UTILITY INFORMATION SHOWN ON THE BRIDGE PLANS MAY NOT BE COMPLETE OR ACCURATELY DEPICT

COORDINATE EXISTING CONDITIONS DURING CONSTRUCTION OF PROJECT.

AMERICAN FORMLINERS - PRODUCT #1203

FITZGERALD FORMLINERS, INC. - PRODUCT 16986LP

SCOTT SYSTEM - PRODUCT #167D

SPEC FORMLINERS, INC. - PRODUCT 1502

FOR TEXTURED CONCRETE SURFACE:

PATTERN FOR MSE RETAINING WALLS AND PARAPETS FROM FOLLOWING FORMLINERS OR APPROVED EQUAL

". PROVIDE THE SAME FORMLINER PRODUCT 2

PATTERN "ASHLAR STONE" WITH A MAX. DEPTH OF 1

PROVIDE A TEXTURED CONCRETE SURFACE AS SHOWN IN THE PLANS IN ACCORDANCE WITH 575, USING

STAY-IN-PLACE FORMWORK IS NOT PERMITTED.

" AMPLITUDE, UNLESS NOTED OTHERWISE.4

ROUGHEN CONSTRUCTION JOINTS TO

PROVIDE CONSTRUCTION JOINTS ONLY AT THE LOCATIONS SHOWN ON THE PLANS OR AS APPROVED.

MMFX REINFORCEMENT IS DESIGNATED BY AN (M) AFTER THE BAR MARK.

CONSTRUCTION

PROVIDE REINFORCING STEEL SPLICE LENGTHS IN ACCORDANCE WITH AASHTO SPECIFICATIONS.

REINFORCING BAR, UNLESS SHOWN OTHERWISE ON THE DRAWINGS.

PROVIDE 2" CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF ANY

DIMENSIONS TO REINFORCING STEEL ARE TO CENTERLINE OF BAR UNLESS NOTED OTHERWISE.

BEVEL EXPOSED EDGES OF CONCRETE Ƃ" UNLESS NOTED OTHERWISE.

PLAN DIMENSIONS AND ELEVATIONS

PRESTRESSING REINFORCEMENT: AASHTO M203, GRADE 270 LOW RELAXATION

ASTM A1035, GRADE 100MMFX REINFORCEMENT:

AASHTO M31, GRADE 60METAL REINFORCEMENT:

PARAPETS, CURB, DECK, AND APPROACH SLABS.

PROVIDE 3 LBS. OF MULTIDIMENSIONAL POLYPROPYLENE FIBER MESH PER CUBIC YARD OF CONCRETE IN

PRESTRESS GIRDERS

ABUTMENTS AND WINGWALLS - CLASS 40A

DECK SLAB, PARAPET, APPROACH SLAB, AND DIAPHRAGMS - CLASS 40AFCONCRETE:

MATERIALS

2025 SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS, AND THE PROJECT PLANS.

TRANSPORTATION DEPARTMENT: 2023 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, MATERIALS, CONSTRUCTION AND WORKMANSHIP IN ACCORDANCE WITH THE STATE OF IDAHO

0.384 kcf

0.055 kcf

0.035 kcf

0.125 kcf

0.040 klf/GIRDER

0.100 klf/GIRDER

0.028 ksf

0.0 ksf

0.423 klf/RAIL

0.385 klf/RAIL

0.150 kcf

60°F

0°F TO 80°F

0.0 ft

0.0 ft

0.168 g

D

D1 fpu = 270 ksi fy = 100 ksi fy = 60 ksi f'c = 8.5 ksi f'c = 4.0 ksi f'c = 4.0 ksi

DESIGN & GENERAL NOTES

E. PRESCOTT

MSE WALLS

INFORMATION NEEDED FOR THE WALL DESIGN CAN BE FOUND IN THE GEOTECHNICAL ENGINEERING REPORT.

THE FOLLOWING TABLE SUMMARIZES THE SOIL INFORMATION TO BE USED IN THE WALL DESIGN. OTHER

MSE WALL DESIGN PARAMETERS

SOIL

WEIGHT (pcf)

WET UNIT

(psf)

COHESION

(DEGREE)

FRICTION ANGLE

CAPACITY (ksf)

ALLOWABLE BEARING

CAPACITY** (ksf)

ULTIMATE BEARING

REINFORCED WALL BACKFILL

RETAINED SOIL

FOUNDATION SOIL 2***

N/A

N/A

N/AN/A

- SEE GEOTECHNICAL ENGINEERING REPORT FOR BEARING CAPACITY

- RESISTANCE FACTOR = 0.65 (STRENGTH)

- TO BE DETERMINED BY THE CONTRACTOR*

ELASTOMERIC BEARINGS

253 kipsABUTMENT

DESIGN LOADS: (SERVICE 1)

GRADE 3 (60 DUROMETER) POLYCHLOROPRENE

METHOD ADESIGN PROCEDURE:

PILE DESIGN LOADS FOR INTEGRAL ABUTMENT

STRENGTH LIMIT STATE

51 kips=MIN. APPLIED AXIAL LOAD Q kips=MAX. APPLIED AXIAL LOAD Q kips=FACTORED AXIAL RESISTANCE ΦR

= AXIAL RESISTANCE FACTOR Φ

kips=NOMINAL AXIAL RESISTANCE R n n 0.65

PILE DESIGN DATA FOR SCOUR

THE PILE CAP.

FOUNDATIONS DESIGNED FOR THE FOLLOWING SCOUR DEPTHS BELOW THE BOTTOM OF

= ftABUTMENT 0

R. BOGGAN

K. WALKER

K. WALKER

FOUNDATION SOIL 1*** 125 0 34 *** ***

STRUCTURE DESIGN INCLUDES AN OPERATIONAL IMPORTANCE FACTOR, η = 1.05.

I

ACHD NO.

SHEET

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SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

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JULY 2026

12806 brSC 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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1"=10'-0"

STAGE 1 CONSTRUCTION

28'-8"±

11'-6"VARIES

BRIDGE LAYOUT LINE

" MAX.)8

" MIN., 31'-108

5(24'-

STAGE 1 CONSTRUCTION

" MAX.)8

" MIN., 43'-48

11VARIES (35'-

VARIES "± MIN., 7'-6"± MAX.)(3'-10

1"=10'-0"

STAGE 2 REMOVAL

(14'-2" ± MIN.,

VARIES

(2'-0"

VARIES

STAGE 2 REMOVAL

43'-10"±

1"=10'-0"

STAGE 2 CONSTRUCTION

1"=10'-0"

COMPLETED STRUCTURE

STAGE 2 CONSTRUCTION

"2

26'-8

"2

23'-8

3'-0" CLOSURE POUR

R. BOGGAN

S. WALIMAA

STAGE CONSTRUCTION - SHEET 1

VARIES

SHLD.

LANE

11'-0"

TURN LANE

11'-0"

LANE

11'-0"

VARIES

SHLD.

MULTI-USE PATH

16'-0"

IDAHO

FAMOUS POTATOES

Scen ic

ITD01

" MAX.)8

" MIN., 70'-18

OUT-TO-OUT WIDTH VARIES (62'-8

" MAX.)2

" MIN., 51'-12

CURB-TO-CURB WIDTH VARIES (43'-8

NOTES

LAYOUT LINE, UNLESS NOTED OTHERWISE.

DIMENSIONS MEASURED PERPENDICULAR TO BRIDGE

OF DECK.

DIMENSION MEASURED PERPENDICULAR TO LEFT EDGE

1.

2.*

PRECAST CONCRETE BARRIER

PERMISSIBLE 2'-0"** UNANCHORED

K. WALKER

IDAHO

FAMOUS POTATOES

Scen ic

ITD01

ROAD.

DIMENSION MEASURED PERPENDICULAR TO ¡ ECKERT 3.**

MAX.)

6'-0"

MIN.,

4.

¡ ECKERT ROAD

FOR ADDITIONAL NOTES AND DETAILS, SEE SHEET 6.

5.

K. WALKER

BRIDGE PLANS ASSUME STAGED CONSTRUCTION.

17'-11" ± MAX.)

ACHD NO.

SHEET

OF

SCALES SHOWN

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ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

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B o is e Id a h o

JULY 2026

12806 brSC 002.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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1"=20'-0"

C A

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H

NOTES

1.

(MEASURED ALONG LAYOUT LINE)

91'-5" OUT-TO-OUT

¡ BRG. ABUT. 2

LAYOUT LINE

STAGE CONSTRUCTION - SHEET 2

AND DWG. NO. 6404 & 6404-B)

BELOW STREAM BED (SEE NOTE 6,

REMOVE EXISTING PIER TO 1.5'

(SEE SHEET 25)

MSE WALL

APPROACH SLAB

VARIES

BEGIN BRIDGE

END BRIDGE

2.

3.

IS NOT ALLOWED PRIOR TO GIRDER ERECTION.

PLACEMENT OF BACKFILL BEHIND THE ABUTMENT ABOVE ELEVATION 2764

OPERATIONS AT ABUTMENT 1.

PLACE BACKFILL AT ABUTMENT 2 TO ELEVATION 2764 PRIOR TO BACKFILL

REMOVE EXISTING BRIDGE IN ACCORDANCE WITH 203.4.

J. CULIAN

R. BOGGAN

6404-B)

AND DWG. NO. 6404 &

BRIDGE (SEE NOTE 4,

REMOVE EXISTING

STAGE LINE

CONSTRUCTION

STAGE 1

CONSTRUCTION

STAGE 2

5.

FOR STAGED CONSTRUCTION OF STRUCTURE ELEMENTS.

SEE SHEETS 8, 10-20, 27, 34-35, AND 41-42 FOR ADDITIONAL INFORMATION

K. WALKER

K. WALKER

S T

A G

E 2"

C O

N S

T R

U C

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N

S T

A G

E

C O

N S

T R

U C

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N

M

A X

M

I N

APPROACH SLAB

20'-0"

V A

R

IE

S

6.

1-2, 27, 34, AND 36-40.

FOR EXISTING AND PROPOSED UTILITIES, SEE UTILITY PLANS AND SHEETS

ABUT. 1

¡ BRG.

OF 2 FEET UNLESS APPROVED BY THE ENGINEER.

ABUTMENTS SIMULTANEOUSLY. DO NOT EXCEED A DIFFERENTIAL HEIGHT

PLACE ABUTMENT BACKFILL ABOVE ELEVATION 2764 AT BOTH

7. BRIDGE PLANS ASSUME STAGED CONSTRUCTION.

E 4

COUNTY

BRIDGE DWG. NO.

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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B o is e Id a h o

JULY 2026

12806 brFI 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

L

IC

ENSED

18343L U

C A

S

JASON

M A

R S

H

S T

A T

E OF ID

A

H O

P R

O F

E S

SI

ONAL ENG

IN

E

E R

PLAN

1"=30'-0"

409+00

C A

N A

L R

ID

E N

B A

U G

H

AVENUE

BOISE TO EAST

WAYMILL

BROOKTO SOUTH

FOUNDATION INVESTIGATION

L. MARSH

APPROXIMATE EXISTING GROUND

ELEVATION

1"=30'-0"

GRADE

FINISHED

410+00

PARK DRIVEWAY

¡ BARBER

¡ ECKERT ROAD & P.G.L.

S '3

E

J. CULIAN

B-2

E L

E V

A T

IO

N

F

E E

T

STA. 410+00.00

¡ ECKERT ROAD

STA. 14+00.00 =

DRIVEWAY

¡ BARBER PARK

BORING LOGS

NOTES

A DISTANCE OF 1.0’ OR THE DISTANCE SHOWN.

N - BLOWS OF A 140 LB. HAMMER FALLING 30” TO DRIVE A 2” O.D. STANDARD SPLIT SPOON PENETROMETER

A DISTANCE OF 1.0’ OR THE DISTANCE SHOWN.

N(C) - BLOWS OF A 140 LB. HAMMER FALLING 30” TO A DRIVE A 3” O.D. SPLIT BARREL “CALIFORNIA” SAMPLER

INFERRED BASED ON OBSERVATIONS OF THE DRILL RIG AND SOIL CUTTINGS.

TRANSITION BETWEEN MATERIALS MAY BE GRADUAL. CLASSIFICATION OF INTERVALS BETWEEN SAMPLES WAS STRATIFICATION BOUNDARIES REPRESENT THE APPROXIMATE DEPTHS OF CHANGES IN SOIL TYPES. IN SITU, THE

GROUNDWATER LEVELS SHOULD BE EXPECTED TO FLUCTUATE WITH TIME.

INVESTIGATION FOR THIS PROJECT ARE AVAILABLE WITH ACHD.

THE GEOTECHNICAL ENGINEERING REPORT AND OTHER INFORMATION RELATED TO THE FOUNDATION

PREPARED FOR THE PROJECT BY TERRACON CONSULTANTS, INC.

AND FIND IT TO BE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT

I, LUCAS J. MARSH HAVE REVIEWED THE GEOTECHNICAL INFORMATION ON THIS DRAWING

1.

2.

3.

4.

5.

ASPHALT

SAND, SILTY SAND, CLAYEY SAND, CLAYEY SAND WITH GRAVEL

SILT AND SAND, SILTY GRAVEL WITH SAND, GRAVEL WITH

FILL CONSISTING OF SILT, SILT WITH GRAVEL, GRAVEL WITH

LEAN CLAY WITH SAND, SANDY SILTY CLAY

SANDY FAT CLAY, SANDY LEAN CLAY, LEAN CLAY,

SANDY SILT

CLAYEY SAND, SAND WITH GRAVEL, CLAYEY SAND WITH GRAVEL

SILTY SAND, SAND WITH SILT, SAND, SAND WITH SILT AND GRAVEL,

ENCOUNTERED IN PORTIONS OF THIS LAYER.

SILTY GRAVEL WITH SAND. COBBLES AND BOULDERS WERE

GRAVEL WITH SILT AND SAND, GRAVEL WITH SAND,

LEGEND

E L E

V A

T

IO

N

F E

E T

B-2

MSE WALL

PT 13+69.16

¡ BRG. ABUT. 2

¡ BRG. ABUT. 1

END BRIDGE

BEGIN BRIDGE

SLAB (TYP.)

APPROACH

R-14

R-14

N=8 N=45

N=21

N=6 N=89

N=56

N=99

N=55

N=90

N=97

N=85

N=88

N=68

N=73

N=81

N(C)=45

N(C)=28

N(C)=94

N(C)=140/10"

N(C)=80/4"

BT-91.5 Ft.

B-2

N=50/5"

N=50/5"

R-14

BT-30.4 Ft.

N=18

N=84

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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B o is e Id a h o

JULY 2026

12806 brFD 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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B O

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A N

"8

"8

'-9

(MEASURED ALONG LAYOUT LINE)

89'-0" ¡ BRG. TO ¡ BRG.

"8

'-9

FOUNDATION PLAN AND PILE LAYOUT

1"=15'-0"

FOUNDATION PLAN

J. CULIAN

R. BOGGAN

& ¡ PILES

¡ BRG. ABUT. 2

N42°13'44"W

21°00'00" (TYP.)

LAYOUT LINE

S P S

'-1

'-2

S T E

E L

P

IL

E S

-H

P x

& ¡ PILES

¡ BRG. ABUT. 1

O

U T

-T O

-O U

T

S T

A G

E

C O

N S

T R

U C

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IO

N

O

U T

-T O

-O U

T

S P S

'-1

'-6

-H

P x

S

T E

E L

P

IL

E S

MSE WALL (SEE SHEET 25)

11.71' LT.

STA. 409+68.48

@ LAYOUT LINE

¡ BRG. ABUT. 2

14.60' LT.

STA. 408+82.05

@ LAYOUT LINE

¡ BRG. ABUT. 1

K. WALKER

K. WALKER

LEGEND

DENOTES VERTICAL TEST PILE

DENOTES VERTICAL PILING

NOTES

SEE SHEET 9 FOR PILE NOTES, PILE DETAILS, AND PILE SCHEDULE.1.

'-1

S T

A G

E

C

O N

S T

R U

C T

IO

N

S T

A G

E

C

O N

S T

R U

C T

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N

"8

"8

STA. 408+76.50, 40.27' LT.

"2

2'-2

"8

2'-2

S P S

'-1

'-1

-H

P x

S

T E

E L

P

IL

E S

STA. 409+53.84, 46.88' LT.

"2

2'-2

"2

4'-8

AVENUE

BOISE

TO EAST

WAY

MILLBROOK

TO SOUTH

4'-10"

C A

N A

L R

ID

E N

B A

U G

H

(TO BE RELOCATED)

EXISTING LUMEN FIBER

RELOCATED)

WATER (TO BE

EXISTING VEOLIA

SEWER (TO BE REMOVED)

EXISTING ACHD STORM

FIBER (TO BE RELOCATED)

EXISTING SPARKLIGHT

(TO BE RELOCATED)

EXISTING LUMEN FIBER

(TO BE RELOCATED)

EXISTING VEOLIA WATER

(TO BE RELOCATED)

EXISTING NMID TELEMETRY

-H

P x

S P S

'-1

'-2

S T E

E L

P

IL

E S

(DWG. NO. 6404 & 6404-B)

REMOVE EXISTING BRIDGE, BK 12805

(TO BE RELOCATED)

INTERMOUNTAIN GAS

EXISTING

NEW ABUTMENTS. SEE DWG. NO. 6404 & 6404-B. (TYP.)

AND AS REQUIRED TO FACILITATE CONSTRUCTION OF

REMOVE EXISTING ABUTMENTS IN ACCORDANCE WITH 203

ABUTMENT (TYP., SEE SHEETS 10-21)

WING (TYP., SEE SHEETS 22-24)

FOR CLARITY) UNLESS NOTED OTHERWISE.

STATIONS AND OFFSETS ARE TO ¡ ECKERT ROAD (NOT SHOWN 2.

SEE UTILITY PLANS FOR ADDITIONAL INFORMATION NOT SHOWN.3.

DENOTES MSE WALL

STA. 408+92.07, 25.11' RT.

¡ BRG. ABUT.

LAYOUT LINE

HP14X117

ABUT. 2 SIMILAR)

(ABUT. 1 SHOWN,

S T

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E

C

O N

S T

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N

S T

A G

E

C

O N

S T

R U

C T

IO

N

STA. 409+86.84, 25.01' RT.

STA. 409+54.18, 50.51' LT.

STA. 408+61.63 41.59' LT.

STA. 410+06.05, 22.55' RT.

STA. 408+79.24, 23.59' RT.

STREAM BED (SEE DWG. NO. 6404 & 6404-B)

REMOVE EXISTING PIER TO 1.5' BELOW

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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B o is e Id a h o

JULY 2026

12806 brFD 002.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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NOTES

MATERIAL SPECIFICATIONS

PROVIDE HP14x117 STEEL H-PILES THAT CONFORM TO ASTM A572 GRADE 50.1.

PROVIDE SPLICE PLATES OF THE SAME MATERIAL AS THE STEEL H-PILES.2.

POINT FOR GRAVELS".

PRODUCTS LIST FOR CATEGORY 505 PILING AND SUB-CATEGORY "H-PILE COMMON

DRIVE PILES WITH HARDENED STEEL DRIVE SHOES ACCORDING TO ITD'S QUALIFIED 3.

CATEGORY "SPLICING FOR STEEL H-PILES".

ACCORDING TO ITD'S QUALIFIED PRODUCTS LIST FOR CATEGORY 505 PILING AND SUB-

SPLICE PILE ACCORDING TO THE PILE SPLICE DETAIL OR PROVIDE PREFABRICATED SPLICERS 4.

WELDING

H-PILE MUST CONFORM TO THE CURRENT EDITION OF AWS D1.1.

QUALIFICATION OF WELDERS, MATERIALS, INSPECTION, AND PROCEDURES FOR WELDING5.

DETAILS AND PROCEDURES FOR APPROVAL.

THE CURRENT EDITION OF AWS D1.1 WITH A FULL PENETRATION WELD. SUBMIT WELDING

ATTACH PILE POINTS AND PREFABRICATED SPLICERS BY WELDING IN ACCORDANCE WITH 6.

DRIVING DATA

DAYS BEFORE PILE DRIVING BEGINS.

SUBMIT THE TYPE AND OPERATION SPECIFICATIONS OF THE HAMMER 15 CALENDAR 7.

A WAVE EQUATION ANALYSIS IN ACCORDANCE WITH 505.03 PART G.

DRIVE PILES TO NOMINAL AXIAL RESISTANCE OF 385 KIPS PER PILE AS DETERMINED BY 8.

CHANGED IF APPROVED.

BE BETWEEN 70,000 AND 90,000 FOOT-POUNDS. THE RATED ENERGY RANGE MAY BE

THE RATED ENERGY FOR THE HAMMER USED FOR DRIVING PILES IS RECOMMENDED TO 9.

IS NOT OBTAINED.

NOTIFY THE ENGINEER BEFORE FURTHER PILE DRIVING IF THE HIGHEST PILE TIP ELEVATION 10.

TEST PILES

DURING INITIAL PILE DRIVING AND DURING RESTRIKE IF NECESSARY, OR AS DIRECTED.

WHICHEVER COMES FIRST. FOR EACH TEST PILE, PERFORM PILE DYNAMIC TESTING

TIMES THE ESTIMATED PILE PENETRATION LENGTH OR REFUSAL, 2

DRIVE TEST PILES TO 111.

PILE RESTRIKE IS NOT REQUIRED.

THE TEST PILE ACHIEVES THE NOMINAL AXIAL RESISTANCE DURING INITIAL DRIVING, TEST

TO 4 INCHES OF PENETRATION AFTER A 24 HOUR WAITING PERIOD, OR AS DIRECTED. IF

IF THE TEST PILE NOMINAL AXIAL RESISTANCE IS NOT ACHIEVED, RESTRIKE THE TEST PILE 12.

PERMANENT WORK.

INCORPORATE TEST PILES THAT MEET PRODUCTION PILE DRIVING CRITERIA INTO THE 13.

2. AT THE END OF INITIAL DRIVING AND ON PILE RESTRIKES.

PLANS), OR AS DIRECTED.

MUST BE EQUAL TO OR DEEPER THAN THE HIGHEST PILE TIP ELEVATION SHOWN ON THE

CAPACITY EQUALS THE NOMINAL AXIAL RESISTANCE SHOWN ON THE PLANS (THIS DEPTH

1. AT THE DEPTH WHERE THE CASE METHOD INDICATES THE ESTIMATED TEST PILE

14. PERFORM CAPWAP ANALYSIS AT TWO TEST PILE PENETRATION DEPTHS:

PILE SCHEDULE

ELEVATION

LOCATION NO.

PILE CUT-OFF

PILE TIP

ESTIMATED

TIP

HIGHEST PILE

(FT)

PILE LENGTH

ESTIMATED

ABUT. 1

ABUT. 2 16

2759.00

2766.00

2708.00

2722.00

2723.00

2730.00

MISCELLANEOUS

PILE TIP ELEVATIONS ARE SHOWN FOR ESTIMATING PURPOSES ONLY.15.

ELEVATIONS.

ESTIMATED PILE LENGTHS ARE COMPUTED FROM PILE CUT-OFF AND ESTIMATED PILE TIP 16.

SECTION THROUGH ABUTMENT

NTS

P R

E -D

R

IL

L E

D D

E P

T H

P A

Y L

IM

IT

O F

S T

E E

L H

-P

IL

E

S

E E

N O

T E

PILE POINT

(TO BE REMOVED)

TEMPORARY CASING

H-PILE

NO. 1 PER 703.02

FOR CONCRETE, SIZE

COARSE AGGREGATE

¡ BRG. ABUT.

PILE CUT-OFF

PILE TIP

E M

B E

D

M I N

H-PILE BUTT WELDED SPLICE DETAIL

H-PILE TENSION CONNECTION

NTS

NTS

THE WEB AND FLANGES

ALIGNMENT PLATES AND BUTT WELDING

"8

THE SPLICE IS MADE BY USING 3" x

OPERATION.

TO PILE FROM THE DRIVING

TO REMOVE ANY DAMAGE

CUT LOWER SECTION

UPPER SECTION. FLAME

FLAME CUT BEVEL IN

SECTION A-A

A

A A A

(T Y P

TYP.

TYP.

TO COMPLETE THE WELD THEN TRIM FLUSH

TO FLANGE RADIUS BEYOND THE FLANGE

EXTEND BACKING PLATE FROM THE WEB

#7 BARS

60°

IN WEB

FLAME CUT 1"� HOLES

HOLES IN WEB

INSERT BARS THRU

5"

NOTE:

FOUNDATION DETAILS

R. BOGGAN

K. WALKER

J. CULIAN

K. WALKER

520.03.

WITH COARSE AGGREGAE AFTER DRILLING AND BEFORE PILE DRIVING IN ACCORDANCE WITH

PRE-DRILL 24" Ø MIN. HOLES INTO SOIL TO THE HIGHEST PILE TIP ELEVATION. FILL THE HOLE 17.

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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B o is e Id a h o

JULY 2026

12806 brAG 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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¡ BRG.

" OUT-TO-OUT8

67'-3

¡ G5¡ G6¡ G7

PLAN

"=1'-0"16

(SHOWN AT TOP OF PILE CAP)

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING BACK ON STATION)

ABUTMENT 1 GEOMETRY

EXCEPT AT BRG. PAD)

213) (TYP. UNDER GIRDER

JOINT FILLER (AASHTO M

" (MIN.) PREFORMED 2

BEARING PAD (TYP.)

ELASTOMERIC

"x10"x2'-10" 2

(TYP.)

CONST. JT.

"8

40'-11 26'-4"

¡ G2

BEAM SEAT SPACING

NOT INCLUDE THE PPC OVERLAY THICKNESS.

ELEVATIONS ARE SHOWN AT THE TOP OF CONCRETE AND DO

NOTE

"4

3'-5 3'-4"

(TYP.)

HP14x117 PILE

ELEV. 2764.00

2769.39

ELEV.

2774.11

*ELEV.

2775.58

*ELEV.

LAYOUT LINE

2775.01

*ELEV.

2769.60

ELEV.

2769.81

ELEV. 2770.22

ELEV.

2770.39

ELEV.

2770.55

ELEV.

2770.72

ELEV.2770.02

ELEV.

J. CULIAN

R. BOGGAN

5 - WF42G PRESTRESSED GIRDERS

"8

"(-) = 37'-52

4 SPS. @ 9'-4

3 - WF42G PRESTRESSED GIRDERS

2 SPS. @ 7'-8" = 15'-4"

¡ G1¡ G3

LAYOUT LINE

ELEVATION

69°

106°12'34"

JT. AT WING (TYP.)

PERMISSIBLE CONST.

STAGE 2 CONTRUCTION

28'-0"

WING (TYP.)

(TYP.)

FILLET

1'-0"

21°

4 SPS. @ 9'-4" = 37'-4"

¡ G8

K. WALKER

K. WALKER

STAGE 1 CONSTRUCTION

"8

39'-3

69°

(TYP. G4-G8)

7'-8"

"8

29'-11"(+) = 4

4 SPS. @ 7'-5

STA. 408+82.05, 14.60' LT.

@ LAYOUT LINE

CL BRG. ABUT. 1

70°33'46" 72°09'22" 73°47'26"

NOTES

1. ELEVATIONS ARE SHOWN AT THE TOP OF CONCRETE DECK.

FOR ABUTMENT DETAILS, SEE SHEETS 20-21.2.

3. UTILITIES NOT SHOWN FOR CLARITY.

BELOW FINISHED GRADE.

EQUIVALENT TO BEAM SEAT ELEVATION, TO 1 FOOT MIN.

COATING PER 574. APPLY FROM TOP OF ABUTMENT CAP,

4. COAT EXPOSED FACE OF ABUTMENT WITH ANTI-GRAFFITI

¡ G4

60-A6A~#8 (F.F.); SPACE AS SHOWN IN PLAN

A6A~#8 (N.F.)

3 BUNDLES

(TYP.)

"2

94-A2A~#6

COUNTY

BRIDGE DWG. NO.

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

BY

R

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A T

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B R

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B o is e Id a h o

JULY 2026

12806 brAB 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

E

NI

GNE LANOIS

S

E

F O

R P

O H

A

DI FO E

T A

T S

DESNECI

L

18629R E

B E

C

C

A LYNN

B O

G G

A N

E. PRESCOTT

R. BOGGAN

¡ BRG.

PLAN

"=1'-0"16

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING BACK ON STATION)

CONST. JT.

ELEVATION

STAGE 1 CONSTRUCTION

"8

39'-3

MAINTAIN 2" CLR.)

HORIZ. LEG TO

(ROTATE OR TRIM

A2C~#6

11-A6A~#8 (F.F.)

"2

"(+) = 5'-52

10 SPS. @

(TYP. BTWN.

7-A2A~#6

PILES)

LAYOUT LINE

¡ G4 = ¡ G1

" = 2'-9"4

4 SPS. @ 8

AT PILE (TYP.)

CENTERED

A2B~#6

2-A2A~#6

A2C~#6 (F.F.)

1'-8"

1'-8"

¡ PILE (TYP.)

AT PILE (TYP.)

CENTERED

A2B~#64-A1A~#8

4-A4A~#8

(TYP., 216 TOTAL)

PLACE AS SHOWN

A5~#4

"2

SPA. @ 6

¡ G3

STAGE 2 CONSTRUCTION

SEE SHEET 12 5-A6A~#8 (F.F.)

7"

FILL FACE

"2 SPS. @ 1'-3" = 2'-6

SPA. @ 3'4"

A6A~#8 (F.F.)

2 BUNDLES

¡ G2

4-A2A~#6

A2C~#6

NEAR FACE

2-A2A~#6

"2

= 1'-7

"2

3 SPS. @ 6

A2C~#6 (N.F.)

"2

11-A6A~#8 (N.F.)

"SPA. @ 3'-4

A6A~#8 (N.F.)

2 BUNDLES

3 BUNDLES A6A~#8 (N.F.)

"2

7-A3A~#6 (E.F.)

= 3'-9" "2

6 SPS. @ 7

" = 2'-1"2

2 SPS. @ 1'-0

7-A2A~#6

(TYP. BTWN. PILES)

" = 3'-3"2

6 SPS. @ 6

K. WALKER

K. WALKER

"2

ABUTMENT 1 CAP PLAN & ELEVATION - SHEET 1

NOTES

1. SEE SHEET 21 FOR ABUTMENT TYPICAL SECTION.

#8 = 3'-9"

#6 = 2'-9"

THE FOLLOWING LAP LENGTHS:

IN ACCORDANCE WITH 503.03 AND MUST MEET

CONTRACTOR'S OPTION. LAP SPLICES ARE TO BE

A4~#8. LAP SPLICES MAY BE USED AT THE

CONSTRUCTION JOINT OF A1~#8, A3~#6, AND

PROVIDE MECHANICAL SPLICE AT STAGE 2.

3.

A2~#6.

A6~#8 AND A2~#6 OR BUNDLE A6~#8 WITH

HORIZONTALLY TO PROVIDE 2" CLEAR BETWEEN

ADJUST A2~#6 STIRRUP BARS UP TO 1" 3.

4.

DETAILS.

PLAN VIEW FOR CLARITY. SEE SHEET 20 FOR

BEAM SEAT REINFORCEMENT NOT SHOWN IN

E.F. = EACH FACE

F.F. = FILL FACE

N.F. = NEAR FACE

5.

CLARITY. SEE SHEETS 22-23 FOR DETAILS.

WING REINFORCEMENT NOT SHOWN FOR

6.

S P

A C

E W

A

A

A

AS SHOWN IN ELEVATION

A6A~#8 (TYP., N.F.); SPACE

A7~#6

2'-2"

2'-2"

7-A6A~#8 (F.F.)

6 SPS. @ 8" = 4'-0"1'-3"

" = 2'-9"4

4 SPS. @ 8

3 BUNDLES A6A~#8 (F.F.)

5-A6A~#8 (F.F.)

1'-3"

"" = 2'-94

4 SPS. @ 8

5-A6A~#8 (F.F.)

"2

9 "1'-4 "2

3 BUNDLES A6A~#8 (F.F.)

" = 2'-1"2

2 SPS. @ 1'-0

"" = 2'-94

4 SPS. @ 8

7" 1'-6"

A1A~#8 (BOT.)

7-A3A~#6

" = 1'-3"2

2 SPS. @ 7

3 BUNDLES A6A~#8 (F.F.)

5-A6A~#8 (F.F.)

"2

" = 1'-3"2

2 SPS. @ 7

"2

3'-11

"2

"(+) = 5'-52

10 SPS. @

"2

4'-1 "2

5'-0 "2

5'-4

(SEE NOTE 4)

4-A9A~#4

"2

4'-6

SPA. @ 8"

"2 SPS. @ 1'-3" = 2'-6

3 BUNDLES A6A~#8 (N.F.)

2-A6A~#8 (N.F.)

SEE NOTE 4)

A8A~#4 (TYP.,

A4A~#8 (TOP)

"2

¡ G5

3'-0"

4-A9B~#4

"2

2'-6"2

1'-4"2

1'-5"2

2'-5G8

"2

2'-6"2

1'-4"2

1'-5"2

2'-5G7

"2

2'-6"2

1'-4"2

1'-5"2

2'-5G6

"2

2'-6"2

1'-4"2

1'-5"2

2'-5G5

2'-9""2

1'-41'-8""2

2'-5G4

"2

3'-41'-7""2

2'-32'-8"G3

3'-2""2

2'-22'-1""2

3'-3G2

"2

2'-62'-0""2

1'-53'-1"G1

4321GIRDER

A6~#8 GEOMETRY

7-A2A~#6

BRIDGE DWG. NO.

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

BY

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A T

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B o is e Id a h o

JULY 2026

12806 brAB 002.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

E

NI

GNE LANOIS

S

E

F O

R P

O H

A

DI FO E

T A

T S

DESNECI

L

18629R E

B E

C

C

A LYNN

B O

G G

A N

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING BACK ON STATION)

NOTE

1.

ABBREVIATIONS.

SEE SHEET 11 FOR NOTES, DIMENSIONS, AND

¡ BRG.

ELEVATION

7-A3B~#6 (E.F.)

J. CULIAN

R. BOGGAN

E

.F

S

P S

A

B

(TYP. BTWN. PILES)

" = 3'-3"2

6 SPS. @ 6

¡ PILE (TYP.)

STAGE 2 CONTRUCTION

28'-0"

46-A6B~#8 (F.F.); SPACE AS SHOWN IN PLAN

(TYP., SEE NOTE 2 ON SHEET 11)

MECHANICAL SPLICE

4-A1B~#8

(TYP. BTWN.

7-A2A~#6

PILES)

(TYP.)

"2

3-A6B~#8 (N.F.) 11-A6B~#8 (N.F.)

STAGE 1 CONSTRUCTION

SEE SHEET 11

¡ G6¡ G7

PLAN

"=1'-0"16

AT PILE (TYP.)

CENTERED

A2B~#6

¡ G8

A2C~#6

2-A2A~#6

" = 2'-9"4

4 SPS. @ 8

FILL FACE

NEAR FACE

AT PILE (TYP.)

CENTERED

A2B~#6

A2A~#6

A2C~#6

5-A6B~#8 (F.F.)

3-A6B~#8 (F.F.)

= 1'-1" " 2

2 SPS. @ 6

"2

"(+) = 5'-52

10 SPS. @

11-A6B~#8 (F.F.)

A2A~#6

A2C~#6

"2

2-A2A~#6

SPA. @ 6

A2C~#6

SHEET 11)

(SEE NOTE 4 ON

A8A~#4

(TYP., 148 TOTAL)

PLACE AS SHOWN

A5~#4

K. WALKER

K. WALKER

ABUTMENT 1 CAP PLAN & ELEVATION - SHEET 2

ELEVATION

SPACE AS SHOWN IN

A6B~#8 (TYP., N.F.);

A7~#6

7"

"" = 2'-94

4 SPS. @ 8

7"

5-A6B~#8 (F.F.)

7"

A1B~#8 (BOT.)

7"

"2

"(+) = 5'-52

10 SPS. @

11-A6B~#8 (F.F.)

7"

" = 2'-9"4

4 SPS. @ 8

5-A6B~#8 (F.F.)

A4B~#8 (TOP)

"2

2 SPS. @ 10" = 1'-8"

3 BUNDLES A6B~#8 (F.F.)

S P

A C

E W

A

A

A

= 1'-1" " 2

2 SPS. @ 6

3'-11"

"2

"(+) = 5'-52

10 SPS. @

3'-11" 11-A6B~#8 (N.F.)

4-A4B~#8

ON SHEET 11)

(SEE NOTE 4

4-A9C~#4

"2

3'-11

3 BUNDLES A6B~#8 (F.F.)

2 SPS. @ 10" = 1'-8"

"2

"(+) = 5'-52

10 SPS. @

"2

"2

"4

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

BY

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O R

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A T

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ID

G

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B o is e Id a h o

JULY 2026

12806 brAD 001.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

E

NI

GNE LANOIS

S

E

F O

R P

O H

A

DI FO E

T A

T S

DESNECI

L

18629R E

B E

C

C

A LYNN

B O

G G

A N

ELEVATION

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING BACK ON STATION)

ABUTMENT 1 DIAPHRAGM PLAN & ELEVATION - SHEET 1

R. BOGGAN

J. CULIAN

STAGE 1 CONSTRUCTION

"8

38'-7

STAGE 2 CONSTRUCTION

SEE SHEET 14

¡ G1¡ G2¡ G3

LAYOUT LINE

¡ G4 = ¡ G5

FILL FACE

NEAR FACE

G5~#6 (TYP., SEE SHEET 29)

A6A~#8

SPACE W/

2-A GROUPS

A6A~#8

SPACE W/

-A GROUPS

SPACE W/

11-A GROUPS

A6A~#8

AD3A~#6 (N.F.)

(TYP. AT GIRDER)"2

7SPA. @

"2

8 "2

8 1 SET 2-B GROUPS

EACH SIDE OF UTILITY)

BUNDLED A GROUP (TYP.

3'-0"

2'-0"

R=1'-7"

AD4B~#6 (N.F.)

A6A~#8

SPACE W/

-A GROUPS

A6A~#8

SPACE W/

-A GROUPS

AD3A~#6 (F.F.)

11-A GROUPS

GIRDERS)

(TYP. BTWN.

6-AD4~#6

AD3A~#6 (TOP)

NOTES 6-8)

(TYP., SEE

UTILITY SLEEVE

PLAN

"=1'-0"16

¡ GIRDER 3 BUNDLES2 BUNDLES 3 BUNDLES

AD5B~#6

1'-2"

1'-2"

A D

S P

A C

E W

A

D

A

2'-8"

2'-8"

¡ BRG.

7-AD5~#6

SPACE BTWN. T1~#5 (SEE SHEET 34)

44-AD6~#4(M)

SPACE W/ T2~#5 (SEE SHEET 34)

45-AD7~#6(M)

2-A GROUPS2 BUNDLES-A GROUPS

7-AD3A~#6

K. WALKER

K. WALKER

A

NOTES

E.F. = EACH FACE

F.F. = FILL FACE

N.F. = NEAR FACE

6.

16"� SLEEVE FOR GAS LINE.

32"� SLEEVE FOR WATER LINE.

6"� SLEEVE FOR 4"� UTILITY CONDUIT.

8"� SLEEVE FOR 6"� UTILITY CONDUIT.

UTILITIES AS FOLLOWS:

AND DETAILS. PROVIDE SLEEVES FOR

SEE SHEETS 36-40 FOR UTILITY INFORMATION

7.

12" MIN. BEYOND F.F.

EXTEND SLEEVES 6" MIN. BEYOND N.F. AND

8.

PIPES.

FOLLOWING INSTALLATION OF CONDUITS AND

UTILITIES WITH GROUT (TYPE B, CLASS I)

FILL ANNULAR VOID BETWEEN SLEEVES AND

1.

NOTED, SEE SHEET 10.

FOR GEOMETRY DETAILS NOT SHOWN OR

2.

HEREIN, SEE SHEET 21.

REINFORCING BAR GROUPS NOT SHOWN

FOR SECTION A-A, SECTION B-B, AND

3.

CLEAR TO UTILITY SLEEVES.

ALIGNMENT AS SHOWN AND PROVIDE 2"

OF HORIZONTAL REINFORCING TO MAINTAIN

SMOOTHLY FIELD ADJUST VERTICAL LOCATION

3 BUNDLES

EACH SIDE EACH GIRDER)

1 SET B GROUP (TYP.

5 SPS. @ 5" = 2'-1"

"2

2 SET 3 BUNDLES - C GROUPS

-A GROUPS

3 BUNDLES

8 BUNDLES - (A OR C)

GROUPS (SEE ELEVATION)

"2

" (TYP. AT GIRDER)2

1SPA. @ 7

1 SET 2-B GROUPS

5-AD8~#5 BTWN. G1-G4)

AD4A~#6 (N.F., TYP.

SEE SHEET 29)

G5~#6 (TYP.,

-A GROUPS

AND G5-G6.

OF UTILITY SLEEVE BETWEEN GIRDERS G3-G4

FIELD TRIM AD3~#6 AND AD4~#6 2" CLEAR 4.

BETWEEN ALL GIRDERS.

FIELD TRIM AD4~#6 2" CLEAR OF GIRDERS 5.

10.

AD4D~#6 (N.F.)

9.

MEET A 2'-9" LAP LENGTH.

BE IN ACCORDANCE WITH 503.03 AND MUST

CONTRACTOR'S OPTION. LAP SPLICES ARE TO

AD4~#6. LAP SPLICES MAY BE USED AT THE

CONSTRUCTION JOINT OF AD3~#6 AND

PROVIDE MECHANICAL SPLICE AT STAGE

SLAB NOTCH

6" APPROACH

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

BY

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B o is e Id a h o

JULY 2026

12806 brAD 002.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

E

NI

GNE LANOIS

S

E

F O

R P

O H

A

DI FO E

T A

T S

DESNECI

L

18629R E

B E

C

C

A LYNN

B O

G G

A N

ELEVATION

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING BACK ON STATION)

ABUTMENT 1 DIAPHRAGM PLAN & ELEVATION - SHEET 2R. BOGGAN

J. CULIAN

STAGE 2 CONTRUCTION

"4

28'-7

¡ G8 ¡ G7

¡ G6

STAGE 1 CONSTRUCTION

SEE SHEET 13

SEE SHEET 29)

G5~#6 (TYP.,

SPACE W/ A6B~#8

3-A GROUPS

(TYP. BTWN.

W/ A6B~#8

GIRDERS G6-G8

11-A GROUPS SPACE

AD3~#6 (F.F.)

AD3B~#6 (N.F.) "2

" = 11"2

52 SPS. @

3 BUNDLES - D GROUPS

5-AD9~#5

2'-10"

R=11"

AD3B~#6 (TOP)

G5~#6 (TYP., SEE SHEET 29)

4 BUNDLES-A GROUPS

NEAR FACE

FILL FACE

SLAB NOTCH

6" APPROACH

(TYP. BTWN.

11-A GROUPS

GIRDERS G6-G8)

NOTE

1.

AND ABBREVIATIONS.

SEE SHEET 13 FOR NOTES, DIMENSIONS,

PLAN

"=1'-0"16

SHEET 13)

SEE NOTES 6-8 ON

UTILITY SLEEVE (TYP.,

SPACE W/ T2~#5 (SEE SHEET 34)

27-AD7~#6(M)

GIRDERS)

(TYP. BTWN.

6-AD4~#6

¡ BRG.

7-AD5~#6

3-A GROUPS

SPACE BTWN. T1~#5 (SEE SHEET 34)

27-AD6~#4(M)

AD4E~#6 (N.F.)

A D

S P

A C

E W

1'-2"

1'-2"

A

D

A

2'-8"

2'-8"

AD5B~#6

K. WALKER

K. WALKER

R=11"

1'-10"

"2

8 1 SET 2-B GROUPS (TYP. AT GIRDER)"2

7SPA. @ "2

1 SET 2-B GROUPS

" (TYP. AT GIRDER)2

SPA. @ 7

SPACE W/ A6B~#8

3 BUNDLES-A GROUP

¡ GIRDER

"8

PROVIDE 2" CLEAR

BEND LEGS TO

5-AD9~#5

B

(TYP. BTWN. G6-G8)

AD4B~#6 (N.F.)

SPACE W/ A6B~#8

BUNDLED-A GROUP

B

1'-0" 1'-0"

SHEET 13)

(TYP., SEE NOTE 9 ON

MECHANICAL SPLICE

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

BY

R

IG

IN

A L

S T

O R

E D

A T

I

T D

B R

ID

G

E S

E C

T

IO

N

B o is e Id a h o

JULY 2026

12806 brAG 002.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

E

NI

GNE LANOIS

S

E

F O

R P

O H

A

DI FO E

T A

T S

DESNECI

L

18629R E

B E

C

C

A LYNN

B O

G G

A N

6"

¡ BRG.

ELEVATION

"=1'-0"8

(SHOWN ALONG ¡ BRG. LOOKING AHEAD ON STATION)

¡ G6 ¡ G7

(TYP.)

CONST. JT.

ABUTMENT 2 GEOMETRY

79'-5" OUT-TO-OUT

STAGE 2 CONSTRUCTION

28'-0"

SPACING

BEAM SEAT

7'-9" "4

3'-5

ELEV. 2757.00

NOT INCLUDE THE PPC OVERLAY THICKNESS.

ELEVATIONS ARE SHOWN AT THE TOP OF CONCRETE AND DO

NOTE

2773.62

*ELEV.

2772.15

*ELEV.

2767.43

ELEV.

2767.61

ELEV.

2767.97

ELEV.

2768.15

ELEV.

2768.35

ELEV.

2768.56

ELEV.2768.76

ELEV.

J. CULIAN

R. BOGGAN

3 - WF42G PRESTRESSED GIRDERS 5 - WF42G PRESTRESSED GIRDERS

"8

5"(-) = 37'-2

44 SPS. @ 9'-

¡ G8

(TYP.)

HP14x117 PILE

"8

40'-11"8

38'-5

¡ G4

PLAN

"=1'-0"8

(SHOWN AT TOP OF PILE CAP)

"8

5"(-) = 20'-32 SPS. @ 10'-

29°

WING

1'-0" FILLET

LAYOUT LINE

2772.94

*ELEV.

4 SPS. @ 9'-4" = 37'-4"

¡ G1

2767.79

ELEV.

13'-10"

LAYOUT LINE

2773.62

*ELEV.

SHEET 25)

MSE WALL (SEE

7'-0"

DECK (ABOVE)

LEFT EDGE OF BRIDGE

K. WALKER

K. WALKER

STAGE 1 CONSTRUCTION

51'-5"

EXCEPT AT BRG. PAD)

213) (TYP. UNDER GIRDER

JOINT FILLER (AASHTO M

" (MIN.) PREFORMED 2

1 BEARING PAD (TYP.)

ELASTOMERIC

"x10"x2'-10" 2

JT. AT WING

PERMISSIBLE CONST. (TYP. G4-G8)

69°

STA. 409+68.48, 11.71' LT.

@ LAYOUT LINE

CL BRG. ABUT. 2

70°33'46"72°09'22"73°47'26"

10'-3"

DETAIL 1

"=1'-0"2

NOTES

CONCRETE DECK OR DIAPHRAGM.

1. ELEVATIONS ARE SHOWN AT THE TOP OF

FOR ABUTMENT DETAILS, SEE SHEETS 20-21.2.

3. UTILITIES NOT SHOWN FOR CLARITY.

SLOPE TO DRAIN

DETAIL 1

¡ G3

3 SPS. @ 9'-5" = 28'-3"

21°

111°

FINISHED GRADE.

SEAT ELEVATION, TO 1 FOOT MIN. BELOW

TOP OF ABUTMENT CAP, EQUIVALENT TO BEAM

ANTI-GRAFFITI COATING PER 574. APPLY FROM

4. COAT EXPOSED FACE OF ABUTMENT WITH

¡ G2 ¡ G5

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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JULY 2026

12806 brAB 003.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

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DETAIL 1

(A11A~#8 NOT SHOWN FOR CLARITY)

2"=1'-0"

A17~

A15A~#6

A17~#6A17~#6

A12D~#6

A16A~#6

A15B~#6

2'-0" 2'-0"

ABUTMENT 2 CAP PLAN & ELEVATION - SHEET 1

E. PRESCOTT

STAGE 1 CONSTRUCTION

51'-5"

AT PILE (TYP.)

CENTERED

A12B~#6

¡ PILE (TYP.)

7-A12A~#6

(TYP.)

"2

(TYP. BTWN. PILES)

" = 3'-3"2

6 SPS. @ 6

1 SET 4-A11A~#8

A

C

F .F

S

P S

¡ G2 ¡ G3

LAYOUT LINE

¡ G4 =

94-A16A~#8 (F.F.); SPACE AS SHOWN IN PLAN

11-A16A~#8 (F.F.)

A16A~#8 (F.F.)

3'-4"

A16A~#8 (F.F.)

"2

'-10= 6

"2

711 SPS. @

(SEE NOTE 4)

1 SET 4-A19A~#4

3-A12A~#6

= 1'-1" "2

2 SPS. @ 6

AT PILE (TYP.)

CENTERED

A12B~#6

4-A12A~#6

"2

=1'-7

"2

3 SPS. @ 6

11-A16A~#8 (N.F.)

PLAN

"=1'-0" 16

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING AHEAD ON STATION)

ELEVATION

7 BUNDLES7 BUNDLES 6 BUNDLES

"2

"(+) = 5'-52

10 SPS. @

¡ BRG.

SEE SHEET 17

STAGE 2 CONSTRUCTION

4-A12A~#6

NEAR FACE

" = 2'-9"4

4 SPS. @ 8

5-A16A~#8 (F.F.)

"2

7 8"

A16A~#8 (F.F.)

15-A13A~#6 (N.F.)

3"

2-A17~ 6 (F.F.)

18-A15B~#6*

LAP SPLICE

AND A19~#4. PROVIDE 2'-0"

A11~#8, A13~#6, A14~#8, *SPACE A15~#6 WITH

3-A12A~#6

PILES)

(TYP. BTWN.

7-A12A~#6

18-A15A~#6*

MAINTAIN 2" CLR.)

HORIZ. LEG TO

(ROTATE OR TRIM

A12C~#6

A

A

N .F

¡ G1

A16A~#8 (N.F.)

A12C~#6

3 BUNDLES A16A~#8 (N.F.)

5-A16A~#8 (N.F.)

A17~#6

K. WALKER

R. BOGGAN

K. WALKER

¡ G5

NOTES

1.

TYPICAL SECTION.

SEE SHEET 21 FOR ABUTMENT

2.

#8 = 3'-9"

#6 = 2'-9"

FOLLOWING LAP LENGTHS:

AND MUST MEET THE

ACCORDANCE WITH 503.03

SPLICES ARE TO BE IN

CONTRACTOR'S OPTION. LAP

SPLICES MAY BE USED AT THE

AND A14~#8 BARS. LAP

JOINT OF A11~#8, A13~#6,

AT STAGE CONSTRUCTION

PROVIDE MECHANICAL SPLICE

4.

FOR DETAILS.

FOR CLARITY. SEE SHEET 20

NOT SHOWN IN PLAN VIEW

BEAM SEAT REINFORCEMENT

DETAILS.

CLARITY. SEE SHEET 24 FOR

SHOWN IN PLAN VIEW FOR

WING REINFORCEMENT NOT 5.

E.F. = EACH FACE

F.F. = FILL FACE

6. N.F. = NEAR FACE

3.

A12~#6.

BUNDLE A16~#8 WITH

A16~#8 AND A12~#6 OR

PROVIDE 2" CLEAR BETWEEN

UP TO 1" HORIZONTALLY TO

ADJUST A12~#6 STIRRUPS

2'-0" 2'-0"

5"

12-A16A~#8 (F.F.)

7"

= 2'-9"4

4 SPS. @ 8

5-A16A~#8 (F.F.) "2

A11A~#8 (BOT.)

1 SET

15-A13C~#6 (F.F.)

" = 2'-9"4

4 SPS. @ 8

5-A16A~#8 (F.F.)

7""2

" = 2'-9"4

4 SPS. @ 8

5-A16A~#8 (F.F.)

7""2

"2

" = 1'-54

2 SPS. @

7"

" = 2'-9"4

4 SPS. @ 8

5-A16A~#8 (F.F.)

"2

"2

3"" = 1'-2

72 SPS. @

3 BUNDLES A16A~#8 (F.F.)

FILL FACE

1 SET 6-A12D~#6

SPA. @

10"

AS SHOWN IN ELEVATION

A16A~#8 (TYP., N.F.); SPACE

4"" = 2'- 74 SPS. @

"2

" = 2'-82

5 SPS. @ 6

"2

3'-11

"2

6"2

7 BUNDLES

(TYP., 590 TOTAL)

PLACE AS SHOWN

A5~#4

4 SPS. @ 1'-3"

4'-0"

A16A~#8 (N.F.)

7 BUNDLES

A16A~#8 (N.F.)

6 BUNDLES

2 SPS. @

"2

" = 1'-54

"2

3'-11 "2

3'-11

3"" = 1'-2

72 SPS. @

"2

5"(+) = 5'-2

6 10 SPS. @

(SEE NOTE 4)

A8B~#4

= 5'-0"

"2

6 SPS. @ 1'-0

= 6'-3"

"2

3'-11

3'-4"

(SEE NOTE 4)

4-A19B~#4

SEE NOTE 4)

A8A~#4 (TYP.,

DETAIL 1

1'-8"

1'-8"

2'-0"

2 SPS. @

1'-0"

3-A17~ 6 (N.F.)

1'-0""

3'-1

"2

5 SPS. @

6-A17~ 6 (N.F.)

4 SPS. @ 1'-3"

= 5'-0"

"2

7 "2

1 SET 4-A14A~#8

"2

"2

" = 1'-54

2 SPS. @

1 SET A14A~#8 (TOP)

= 6'-3"

"2

6 SPS. @ 1'-0

A17~#6

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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JULY 2026

12806 brAB 004.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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ELEVATION

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING AHEAD ON STATION)

ABUTMENT 2 CAP PLAN & ELEVATION - SHEET 2

NOTES

1.

ABBREVIATIONS.

SEE SHEET 16 FOR NOTES, DIMENSIONS, AND

¡ BRG.

STAGE 2 CONSTRUCTION

28'-0"

¡ G7

11-A16B~#8 (N.F.)

A

B

E .F

S

P S

E. PRESCOTT

ON SHEET 16)

(TYP., SEE NOTE 2

MECHANICAL SPLICE

4-A11B~#8

PLAN

"=1'-0"16

(TYP. BTWN.

7-A12A~#6

AT PILE (TYP.)

CENTERED

A12B~#6 PILES)

SEE SHEET 16

STAGE 1 CONSTRUCTION

11-A16B~#8 (F.F.)2'-1"

A12C~#6

FILL FACE

NEAR FACE 2-A12A~#6

2-A12A~#6

A12A~#6

"2

SPA. @ 6

(TYP. BTWN. PILES)

(TYP.)

"2

¡ PILE (TYP.)

AT PILE (TYP.)

CENTERED

A12B~#6

" = 3'-3"2

6. SPS. @ 6

7-A12A~#6

46-A16B~#6 (F.F.); SPACE AS SHOWN IN PLAN

SEE NOTE 4

A8A~#4

A12A~#6

A12C~#6

R. BOGGAN

A12C~#6 (F.F.)

"2

" = 1'-1"2

2 SPS. @ 6

A12C~#6

¡ G8

K. WALKER

K. WALKER

3 BUNDLES A16B~#8 (F.F.)

2 SPS. @ 10" = 1'-8"

"2

" = 2'-9"4

4 SPS. @ 8

5-A16B~#8 (F.F.)

"7

11-A16B~#8 (F.F.)

"7

" = 2'-9"4

4 SPS. @ 8

5-A16B~#8 (F.F.)

A14B~#4 (TOP)

"7

A11B~#8 (BOT.)

"7

" = 2'-9"4

4 SPS. @ 8

5-A16B~#8 (F.F.)

"7

3-A16B~#8 (F.F.)

A7~#6

AS SHOWN IN ELEVATION

A16B~#8 (TYP., N.F.); SPACE

3'-11"

" = 1'-1"2

2 SPS. @ 6

3-A16B~#8 (F.F.)

A

A

S P

A C

E W

A

3'-11"

(TYP., 324 TOTAL)

PLACE AS SHOWN

A5~#4

"2

"(+) = 5'-52

11-A16B~#8 (N.F.)

10 SPS. @

ON SHEET 16)

(SEE NOTE 4

4-A19C~#4

4-A14B~#8

"2

3'-11

3 BUNDLES A16B~#8 (N.F.)

2 SPS. @ 10" = 1'-8"

"2

"(+) = 5'-52

10 SPS. @

"2

"(+) = 5'-52

10 SPS. @

"2

"(+) = 5'-52

10 SPS. @

15-A13B~#6

2'-3"

¡ G6

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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JULY 2026

12806 brAD 003.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

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ABUTMENT 2 DIAPHRAGM PLAN & ELEVATION - SHEET 1

6-AD4~#6

NEAR FACE

R. BOGGAN

E. PRESCOTT

STAGE 1 CONSTRUCTION

"4

50'-9

ELEVATION

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING AHEAD ON STATION)

FILL FACE

(TYP., SEE SHEET 29)

G5~#6

A

PLAN

"=1'-0"16

¡ G5

(SEE ELEVATION)

12 BUNDLES - A OR C GROUPSBRIDGE DECK

LEFT EDGE OF

9-W GROUPS

SPACE W/ T2~#5 (SEE SHEET 34)

45-AD7~#6(M)

A GROUPS

7 BUNDLES -

SEE NOTES 6-8)

UTILITY SLEEVE (TYP.,

7-AD3C~#6

¡ BRG.

¡ G2 ¡ G3

(TOP)

AD3C~#6

SPACE BTWN. T1~#5 (SEE SHEET 34)

44-AD6~#4(M)

-W

G R

O U

P S

A17~#6

(TYP. AT GIRDER)

1 SET 2-B GROUPS

¡ GIRDER

"2

"2

SPACE W/

-A GROUPS

SPACE W/

6-AD1C~#4

SPACE W/

-A GROUPS

A16A~#8A16A~#8

LAYOUT LINE

¡ G4 =

2 SETS OF 3 BUNDLES - C GROUPS

SPACE W/

11-A GROUPS

A16A~#8

AD3C~#6 (N.F.)

SPACE W/ A16A~#8

2 BUNDLES-A GROUPS

AD4B~#6 (N.F.)

"2

S

P A

7 BUNDLES 7 BUNDLES

5-A GROUPS

¡ G1

SEE SHEET 19

STAGE 2 CONSTRUCTION NOTES

E.F. = EACH FACE

F.F. = FILL FACE

N.F. = NEAR FACE

6.

16"� SLEEVE FOR GAS LINE.

32"� SLEEVE FOR WATER LINE.

CONDUIT.

6"� SLEEVE FOR 4"� UTILITY

CONDUIT.

8"� SLEEVE FOR 6"� UTILITY

SLEEVES FOR UTILITIES AS FOLLOWS:

INFORMATION AND DETAILS. PROVIDE

SEE SHEETS 36-40 FOR UTILITY

7.

AND 12" MIN. BEYOND F.F.

EXTEND SLEEVES 6" MIN. BEYOND N.F.

8.

CONDUITS AND PIPES.

CLASS I) FOLLOWING INSTALLATION OF

AND UTILITIES WITH GROUT (TYPE B,

FILL ANNULAR VOID BETWEEN SLEEVES

1.

OR NOTED, SEE SHEET 15.

FOR GEOMETRY DETAILS NOT SHOWN

2.

SHOWN HEREIN, SEE SHEET 21.

REINFORCING BAR GROUPS NOT

FOR SECTION A-A, SECTION B-B, AND

3.

SLEEVES.

AND PROVIDE 2" CLEAR TO UTILITY

AS SHOWN TO MAINTAIN ALIGNMENT

LOCATION OF AD3~#6 AND AD4~#6

SMOOTHLY FIELD ADJUST VERTICAL

W GROUP

NTS

AD10~#6, AD11~#6, AND AD12~#6

73.8°

106.2°

29°AD10~#6

AD11~#6

AD12~#6

K. WALKER

K. WALKER

R=1'-7"

SEE SHEET 52 FOR DETAILS

BOLTS & BASE PLATES, TYP.,

PROTECTIVE FENCE POST

3 BUNDLES -A GROUPS

5 SPS. @ 5" = 2'-1"

SPACE W/ A16A~#8

"2

SPACE W/ A16A~#8

3 BUNDLES -A GROUPS

A

SLAB NOTCH

6" APPROACH

"2

1SPA. @ 7

1 SET 2-B GROUPS

(TYP. AT GIRDER)

"2

1SPA. @ 7

A16A~#8

BTWN. GIRDERS G1-G4)

AD4C~#6 (N.F., TYP.

3'-0"

SPACE W/

5-A GROUPS

5-AD8~#5

SEE SHEET 29)

G5~#6 (TYP.,

LAP

2'-0"

LAP

2'-0"

A17 BARS ON N.F.

HOOK AROUND

L A

P

4.

GIRDERS G3-G4 AND G5-G6.

CLEAR OF UTILITY SLEEVE BETWEEN

FIELD TRIM AD3~#6 AND AD4~#6 2"

GIRDERS BETWEEN ALL GIRDERS.

FIELD TRIM AD4~#6 2" CLEAR OF 5.

10.

EACH SIDE EACH GIRDER)

1 SET B GROUP (TYP.

GIRDERS G1-G3)

(TYP. BTWN.

11-A GROUPS

AD4D~#6 (N.F.)

LAP LENGTH.

WITH 503.03 AND MUST MEET A 2'-9"

SPLICES ARE TO BE IN ACCORDANCE

THE CONTRACTOR'S OPTION. LAP

AD4~#6. LAP SPLICES MAY BE USED AT

CONSTRUCTION JOINT OF AD3~#6 AND

PROVIDE MECHANICAL SPLICE AT STAGE 9.

7-AD3C~#6 (F.F.)

ACHD NO.

SHEET

OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

DRAWING DATE:

DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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B o is e Id a h o

JULY 2026

12806 brAD 004.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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ABUTMENT 2 DIAPHRAGM PLAN & ELEVATION - SHEET 2

ELEVATION

"=1'-0"16

(SHOWN ALONG ¡ BRG. LOOKING AHEAD ON STATION)

¡ BRG.

STAGE 2 CONSTRUCTION

"4

28'-7

¡ G7

PLAN

"=1'-0"16

NOTE

7-AD5~#6

¡ G8

3-A GROUPS

6-AD4~#6

SEE SHEET 29)

G5~#6 (TYP.,

¡ G6

A D

S P

A C

E W

AD5B~#6

11-A GROUPS

GIRDERS G6-G8)

(TYP. BTWN.

SPACE W/ A16B~#8

3-A GROUPS

NOTES 6-8 ON SHEET 18)

UTILITY SLEEVE (SEE

7-AD3B~#6

SPACE W/ T2~#5 (SEE SHEET 34)

27-AD7~#6(M)

SPACE BTWN. T1~#5 (SEE SHEET 34)

27-AD6~#4(M)

1'-2"

1'-2"

2'-8"

2'-8"

B

2'-10"

R=11"

AD4E~#6 (N.F.)

3 BUNDLES-D GROUPS

SPACE W/ A16B~#8

FACE

NEAR

FILL FACE

(SEE ELEVATION)

7 BUNDLES - A OR D GROUPS

SEE SHEET 29)

G5~#6 (TYP.,

(TYP. BTWN. G6-G8)

AD4B~#6 (N.F.)

SPACE W/

11-A GROUPS

A16B~#8

R. BOGGAN

K. WALKER

E. PRESCOTT

K. WALKER

1. SEE SHEET 18 FOR NOTES, DIMENSIONS, AND ABBREVIATIONS.

A

D

A

STAGE 1 CONSTRUCTION

SEE SHEET 18

" = 11"2

52 SPS. @

3 BUNDLES - D GROUPS

"2

5"2

SPACE W/ A16B~#8

AD3B~#6 (F.F.)

B A16B~#8

SPACE W/

11-A GROUPS

AD3B~#6 (N.F.)

"2

8 1 SET 2-B GROUPS(TYP. AT GIRDER)

"2

¡ GIRDER

"2

SPA. @ 7

1 SET 2-B GROUPS

(TYP. AT GIRDER)

" 2

SPA. @ 7

SLAB NOTCH

6" APPROACH

BUNDLED-A GROUP

R=11"

PROVIDE 2" CLEAR

BEND LEGS TO

5-AD9~#5

1'-10"

5-AD9~#5

ON SHEET 18)

(TYP., SEE NOTE 9

MECHANICAL SPLICE

1'-0" 1'-0"

ACHD NO.

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OF

SCALES SHOWN

PRINTS ONLY

ARE FOR 11" X 17"

CADD FILE NAME

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DWG. CHECKED

DETAILED

DESIGN CHECKED

DX\prjXXXXX\ProjDev\Bridge\Plans

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JULY 2026

12806 brAB 005.dgn ADA

18583

1280691' PRESTRESSED CONCRETE GIRDER BRIDGE

ECKERT ROAD OVER RIDENBAUGH CANAL

ECKERT ROAD STA. 409+29.73

R E

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STAGE 1 CONSTRUCTION

"8

39'-3

ABUTMENT DETAILS - SHEET 1

J. CULIAN

R. BOGGAN

¡ BRG.

STAGE 2 CONTRUCTION

28'-0"

STAGE 1 CONSTRUCTION

"8

39'-3

"8

29'-11"(+) = 4

4 SPS. @ 7'-5

¡ G3 ¡ G7

STAGE 2 CONSTRUCTION

28'-0"

STAGE 1 CONSTRUCTION

51'-5"

SPACING

BEAM SEAT

¡ G8¡ G4 ¡ G5

13'-10"

¡ G2 ¡ G6

¡ G8 ¡ G7

¡ G4 ¡ G3 ¡ G2 ¡ G1

SPACING

BEAM SEAT

PLAN - ABUTMENT 2

TOP OF PILE CAP REINFORCEMENT

"=1'-0"16

PLAN - ABUTMENT 1

TOP OF PILE CAP REINFORCEMENT

"=1'-0"16

VARIES