B08_Attachment_2_140P8423R0008_Drawings.pdf

PDF 9 MB Posted

Attached to
Replace Geneva Road Bridges, NPS-REDW Federal contract opportunity
Solicitation number
140P8423R0008
Issued by
Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI ·

This is a solicitation for replacement of two bridges located in Redwood National and State Parks in Humboldt County, California. The scope of work includes demolishing the existing timber bridges and constructing new precast concrete girder bridges along with approach work.

The National Park Service is seeking proposals for the replacement of Geneva Road Bridges #2 and #3. A mandatory site visit will be held on May 8, 2023 at 10:00am Pacific time to inspect the project sites. Proposals are due by June 15, 2023. The anticipated period of performance is from September 2023 to October 2024. The solicitation includes plans, specifications and clauses for a design-bid-build contract. Questions regarding this solicitation must be submitted in writing to the contracting officer by the dates specified.

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Other files for this federal contract opportunity

Other files attached to Replace Geneva Road Bridges, NPS-REDW, newest first.
File Type Posted
B08_Attachment_7_140P8423R0008_FHWA_Bridge_Inspection_Reports_0001.zip ZIP file
B08_Solit_PSP_Vol_II_CBS_140P8423R0008_0001.xlsx XLSX spreadsheet
B08_Attachment_6_140P8423R0008_Site_Visit-Amendment_Notes_0001.pdf PDF
Sol_140P8423R0008_Amd_0001.pdf PDF
B08_Attachment_5_140P8423R0008_Site_Visit_Sign_In_Sheet_0001.pdf PDF
B08_Attachment_8_140P8423R0008_Geneva_Road_GIS_Info_0001.zip ZIP file
B08_Attachment_3_140P8423R0008_Wage_Determination.pdf PDF
B08_Attachment_1_140P8423R0008_Specifications.pdf PDF
B08_Attachment_4_Proposal_Submission_Package.pdf PDF
Sol_140P8423R0008.pdf PDF

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KLAMATH

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KLAMATH

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GLEN

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HIOUCHI

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LAKE

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EARL

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DRIVE

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LAKE

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EARL

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PACIFIC

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CRESCENT

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CITY

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ORICK

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LYONS

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RANCH

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PRAIRIE CREEK

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REDWOODS

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STATE PARK

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DEL NORTE

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COAST REDWOODS

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STATE PARK

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JEDEDIAH SMITH

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REDWOODS

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STATE PARK

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OCEAN

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PACIFIC

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HQ.

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REDWOOD

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TH

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FORK

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SMITH

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RIVER

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DEL NORTE COUNTY

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HUMBOLDT COUNTY

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CORNING

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CHICO

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REDDING

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MINERAL

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RED

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BLUFF

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LAVA BEDS

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NATIONAL

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MONUMENT

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VOLCANIC

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REDWOOD

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NATIONAL

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OREGON

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CALIFORNIA

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AND STATE

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WHISKEYTOWN

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SHASTA

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TRINITY NRA

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EUREKA

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ARCATA

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WILLOW CREEK

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CRESCENT CITY

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PARKS

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SCALE OF METERS

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SCALE OF FEET

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SCALE OF MILES

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REDWOOD NATIONAL PARK

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NATIONAL MONUMENT OR PARK

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BASIC DATA:

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PARK HEADQUARTERS

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PAVED ROAD

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HQ.

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STATE LINE

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COUNTY LINE

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PARK BOUNDARY

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LEGEND

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LOCATION OF SITE

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NORTHERN

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STATE

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NATIONAL PARK SERVICE

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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NAME OF PARK

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UNITED STATES

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LOCATION WITHIN PARK

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TITLE OF PROJECT

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PMIS

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OF

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SHEET

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ETIC NO.

AutoCAD SHX Text 30/11/2022 12:42 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\GEN\1-COVER SHEET.DWG

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REHABILITATION

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PWR

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HUMBOLDT

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CALIFORNIA

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BASICDATA

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CALIFORNIA

AutoCAD SHX Text (GENEVA ROAD BRIDGE #2 STRUCTURE No. 8480-003S)

AutoCAD SHX Text (GENEVA ROAD BRIDGE #3 STRUCTURE No. 8480-004S)

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SHEET INDEX:

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SHEET SUB TITLE OF SHEET SHEET SHEET

AutoCAD SHX Text GENEVA ROAD BRIDGE #2: CIVIL 5 C1.0 SITE PLAN C1.0 SITE PLAN SITE PLAN 6 C1.1 APPROACH PLAN C1.1 APPROACH PLANAPPROACH PLAN

AutoCAD SHX Text GENEVA ROAD BRIDGE #2: STRUCTURAL 7 S1.0 DEMO PLAN S1.0 DEMO PLAN DEMO PLAN 8 S2.0 PLAN & ELEVATION S2.0 PLAN & ELEVATION PLAN & ELEVATION 9 S2.1 BRIDGE SECTION S2.1 BRIDGE SECTION BRIDGE SECTION 10 S2.2 ABUTMENT CAP S2.2 ABUTMENT CAP ABUTMENT CAP 11 S2.3 BEARING PAD DETAILS S2.3 BEARING PAD DETAILS BEARING PAD DETAILS 12 S3.0 EXTERIOR GIRDERS A & C S3.0 EXTERIOR GIRDERS A & C EXTERIOR GIRDERS A & C 13 S3.1 INTERIOR GIRDER B S3.1 INTERIOR GIRDER B INTERIOR GIRDER B 14 S3.2 GIRDER SECTIONS S3.2 GIRDER SECTIONS GIRDER SECTIONS 15 S3.3 TOP FLANGE DETAILS S3.3 TOP FLANGE DETAILS TOP FLANGE DETAILS 16 S3.4 WELDED CONNECTION DETAILS S3.4 WELDED CONNECTION DETAILS WELDED CONNECTION DETAILS 17 S3.5 END DIAPHRAGM S3.5 END DIAPHRAGM END DIAPHRAGM 18 S3.6 MID-SPAN DIAPHRAGM S3.6 MID-SPAN DIAPHRAGM MID-SPAN DIAPHRAGM 19 S4.0 BRIDGE RAILING - ELEVATION & DETAILS S4.0 BRIDGE RAILING - ELEVATION & DETAILS BRIDGE RAILING - ELEVATION & DETAILS 20 S4.1 GUARDRAIL DETAILS S4.1 GUARDRAIL DETAILS GUARDRAIL DETAILS 21 S4.2 GUARDRAIL DETAILS S4.2 GUARDRAIL DETAILSGUARDRAIL DETAILS

AutoCAD SHX Text BID OPTION - GENEVA ROAD BRIDGE #3: CIVIL 22 C2.0 SITE PLAN C2.0 SITE PLAN SITE PLAN 23 C2.1 APPROACH PLAN C2.1 APPROACH PLANAPPROACH PLAN

AutoCAD SHX Text BID OPTION - GENEVA ROAD BRIDGE #3: STRUCTURAL 24 S5.0 DEMO PLAN S5.0 DEMO PLAN DEMO PLAN 25 S6.0 PLAN & ELEVATION S6.0 PLAN & ELEVATION PLAN & ELEVATION 26 S6.1 BRIDGE SECTION S6.1 BRIDGE SECTION BRIDGE SECTION 27 S6.2 ABUTMENT CAP S6.2 ABUTMENT CAP ABUTMENT CAP 28 S6.3 BEARING PAD DETAILS S6.3 BEARING PAD DETAILS BEARING PAD DETAILS 29 S7.0 EXTERIOR GIRDERS A & C S7.0 EXTERIOR GIRDERS A & C EXTERIOR GIRDERS A & C 30 S7.1 INTERIOR GIRDER B S7.1 INTERIOR GIRDER B INTERIOR GIRDER B 31 S7.2 GIRDER SECTIONS S7.2 GIRDER SECTIONS GIRDER SECTIONS 32 S7.3 TOP FLANGE DETAILS S7.3 TOP FLANGE DETAILS TOP FLANGE DETAILS 33 S7.4 WELDED CONNECTION DETAILS S7.4 WELDED CONNECTION DETAILS WELDED CONNECTION DETAILS 34 S7.5 END DIAPHRAGM S7.5 END DIAPHRAGM END DIAPHRAGM 35 S7.6 MID-SPAN DIAPHRAGM S7.6 MID-SPAN DIAPHRAGM MID-SPAN DIAPHRAGM 36 S8.0 BRIDGE RAILING - ELEVATION & DETAILS S8.0 BRIDGE RAILING - ELEVATION & DETAILS BRIDGE RAILING - ELEVATION & DETAILS 37 S8.1 GUARDRAIL DETAILS S8.1 GUARDRAIL DETAILS GUARDRAIL DETAILS 38 S8.2 GUARDRAIL DETAILS S8.2 GUARDRAIL DETAILSGUARDRAIL DETAILS

AutoCAD SHX Text GENERAL 1 G0 COVER SHEET G0 COVER SHEET COVER SHEET 2 G1 LEGEND G1 LEGEND LEGEND 3 G2 GENERAL NOTES G2 GENERAL NOTES GENERAL NOTES 4 G3 SITE MAPG3 SITE MAPSITE MAP

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REPLACE GENEVA ROAD BRIDGES #2 & #3

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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100% FINAL

Dean.Byrnes Snapshot

LOCAL TRAFFIC ONLY

1 MILE AHEAD

BRIDGE OUT

SITE PLAN

SCALE: 1"=5'-0"

C1.1

9+67

10+00

B P

P I

P I

P

I

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C

P

T

E

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E

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S °1 3' "E

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2.06%

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A

E L E

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APPROACH PLAN: GENEVA ROAD BRIDGE #2

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

APPROACH ELEVATION: GENEVA ROAD BRIDGE #2

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

ASPHALT PLUG JOINT

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

RIP-RAP EROSION PROTECTION: PLAN VIEW

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

RIP-RAP EROSION PROTECTION: SECTION

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

APPROACH TYPICAL SECTION

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

ROAD TYPICAL SECTION

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

S1.0

PLAN VIEW

SCALE: 1/8"=1'

SECTION

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

ELEVATION

SCALE: 1/8"=1'

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REMOVE COMPRESSION JOINT SEALER

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REMOVE COMPRESSION JOINT SEALER

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BRIDGE

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REMOVE EXISTING WHEEL GUARD

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REMOVE EXISTING WHEEL GUARD

AutoCAD SHX Text INSTALL SILT FENCE BEFORE AND MAINTAIN DURING BRIDGE DEMOLITION AND CONSTRUCTION (TYP.)

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EXISTING EDGE OF WATER (TYP.)

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END BRIDGE STA. 10+74.5 EL. 107.62

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BEGIN BRIDGE STA. 10+00 EL. 107.61

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EXISTING ABUTMENT 2 TO REMAIN FOR REUSE (PROTECT IN PLACE)

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REMOVE EXISTING GIRDERS AND ALL ASSOCIATED HARDWARE

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EL. = 102.63 (LT) EL. = 102.61 (RT) EX. ABUTMENT SEAT

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EL = 107.61 (RT)

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EXISTING BRIDGE SURFACE

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EXISTING ABUTMENT 1 TO REMAIN FOR REUSE (PROTECT IN PLACE)

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EL = 107.60 (RT)

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EXISTING BRIDGE

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SURFACE

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EL = 107.61 (LT)

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EL = 107.62 (LT)

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INSTALL DEBRIS CONTAINMENT TARP AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION

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REMOVE EXISTING WHEEL GUARDS (TYP.)

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EL. = 102.62 (LT) EL. = 102.65 (RT) EX. ABUTMENT SEAT

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REMOVE " BENT PLATE516" BENT PLATE

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REMOVE TIMBER PLANKS

AutoCAD SHX Text REMOVE 2"x10" TREATED TIMBER DECK

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REMOVE WHEEL GUARDS

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REMOVE STEEL BEAM

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REMOVE LOG TYP

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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K. LIU

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D. BYRNES

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R. NYGAARD

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JANUARY 2023

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100% FINAL

AutoCAD SHX Text 26/01/2023 16:48 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\7 DEMO PLAN.DWG

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DEMO PLAN

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1. REMOVE EXISTING TIMBER DECK AND TIMBER CURBS ON REMOVE EXISTING TIMBER DECK AND TIMBER CURBS ON THE BRIDGE AND WINGWALLS. 2. REMOVE EXISTING STEEL SUPERSTRUCTURE, REMOVE EXISTING STEEL SUPERSTRUCTURE, COMPRESSION JOINT SEALS, AND BEARING PADS. 3. ROUGHEN ABUTMENT CAPS AND TOP OF WINGWALLS.ROUGHEN ABUTMENT CAPS AND TOP OF WINGWALLS.

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SCOPE OF WORK:

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1. ELEVATIONS ARE TOP OF EXISTING BRIDGE. ELEVATIONS ARE TOP OF EXISTING BRIDGE. 2. ALL ELEVATIONS ARE BASED ON SURVEY DATA. ALL ELEVATIONS ARE BASED ON SURVEY DATA. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE START OF WORK.

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SHEET NOTES:

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GENEVA ROAD BRIDGE #2

S2.1

PLAN VIEW

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

ELEVATION

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

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GUARD RAIL

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BEARINGBEARING

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EXISTING ABUTMENT 1

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BEARINGBEARING

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EXISTING ABUTMENT 2

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OF ROADWAY

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BRIDGE DECK

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GUARD RAIL

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GIRDER C

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GIRDER B = BRIDGE

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GIRDER A

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LOST MAN

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CREEK

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EXISTING WINGWALL TO REMAIN. TYP.

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BEGIN BRIDGE STA. 10+0010+00

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END BRIDGE STA. 10+74.41

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3 GIRDERS

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END DIAPHRAGM (TYP.)

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ABUTMENT BEARING ADDITION (TYP.)

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GUARD RAIL (2X)

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DECK SURFACE

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OF BRIDGE

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SLOPE: 1%

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SLOPE: 1%

AutoCAD SHX Text ESTABLISHED HIGH WATER ELEV. = 93.4' Q = 3800, V 50 = 3800, V = 15fps

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EXISTING ABUTMENT 2 TO REMAIN FOR REUSE (PROTECT IN PLACE)

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EXISTING ABUTMENT 1 TO REMAIN FOR REUSE (PROTECT IN PLACE)

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END BRIDGE STA. 10+74.41 EL. 107.92

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BEGIN BRIDGE STA. 10+00 EL. 107.91

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EXISTING GROUND SEE C1.1 FOR DETAILS

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FINISH GRADE SEE C1.1 FOR DETAILS

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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K. LIU

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D. BYRNES

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R. NYGAARD

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JANUARY 2023

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100% FINAL

AutoCAD SHX Text 27/12/2022 22:30 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\8 PLAN AND ELEVATION.DWG

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PLAN AND ELEVATION

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1. CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 2. DIMENSIONS AND ELEVATIONS BASED ON AS DIMENSIONS AND ELEVATIONS BASED ON AS BUILT PLANS. ELEVATIONS ARE BASED ON SURVEY DATA. 3. SEE SHEETS S4.0 TO S4.2 FOR GUARDRAIL SEE SHEETS S4.0 TO S4.2 FOR GUARDRAIL DETAILS.

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SHEET NOTES:

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GENEVA ROAD BRIDGE #2

BRIDGE SECTION

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

SCREED ELEVATIONS

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

S2.2

S2.2

S2.2

ABUTMENT CAP: PLAN VIEW

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

ABUTMENT CAP: ELEVATION

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

SECTION VIEW: ABUTMENT CAP

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

SECTION VIEW: BRIDGE RAIL & CURB

SCALE: 1"=1'-0"

BEARING PAD DETAIL

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

BEARING PAD PLAN

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

S3.0

S3.0

END GIRDER SECTION: HARP POINTS

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

MID SPAN GIRDER SECTION: HARP POINTS

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

SHEAR REINFORCEMENT

HALF GIRDER ELEVATION / SECTION

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

GIRDER END ELEVATION

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

SAWTOOTH KEY DETAIL

SCALE: 6"=1'-0"

S3.1

S3.1

GIRDER SECTION

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

GIRDER SECTION

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

HALF GIRDER ELEVATION / SECTION

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

GIRDER END ELEVATION

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

SHEAR REINFORCEMENT

GIRDER A & C: END REINFORCEMENT

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

GIRDER A & C: MID-SPAN REINFORCEMENT

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

GIRDER B: END REINFORCEMENT

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

GIRDER B: MID-SPAN REINFORCEMENT

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

GUARDRAIL PEDESTAL REINFORCEMENT

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

GENEVA ROAD BRIDGE #2 Load Rating

Limit State Type

Inventory Operating

RF ϒLL RF ϒLL

Strength I Flexure 1.22 1.75 1.58 1.35 Shear 1.99 1.75 2.84 1.35

Service III Stress 1.04 1.0 Routine Commercial Traffic

Truck RF ϒLL Type 3 1.84 1.0

Type 3S2 1.69 1.0 Type 3-3 1.78 1.0

Specialized Hauling Vehicles

Truck RF ϒLL

NRL 1.17 1.0

Emergency Vehicles

Truck RF ϒLL Type EV2 1.95 1.0 Type EV3 1.27 1.0

HALF GIRDER A & C (SIM.)

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

HALF GIRDER B

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

S3.4

1/4

TYP.

S3.4

FLANGE KEY BETWEEN CONNECTIONS

SCALE: 3"=1'-0"

FLANGE KEY DETAIL

SCALE: 3"=1'-0"

WELDED CONNECTION: SECTION

SCALE: 3"=1'-0"

WELDED CONNECTION: PLAN VIEW

SCALE: 3"=1'-0"

DECK PLAN

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

END DIAPHRAGM ELEVATION

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

END DIAPHRAGM PLAN

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

END DIAPHRAGM SECTION

SCALE: 1"=1'-0"

S3.6

MID-SPAN DIAPHRAGM ELEVATION

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

MID-SPAN DIAPHRAGM PLAN

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

MID-SPAN DIAPHRAGM SECTION

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

1/4"

BRIDGE RAILING ELEVATION

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

STANDARD SPLICE

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

EXPANSION SPLICE

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

STANDARD SLEEVE DETAIL

SCALE: NTS (FOR HSS. 3"X2" X 3/16" RAIL)

EXPANSION SLEEVE DETAIL

SCALE: NTS (FOR HSS 3"X2" X 3/16" RAIL)

TOP RAIL CONNECTION DETAILS

SCALE: 3"=1'-0"

ELEVATION SECTION: A ELEVATION SECTION: B SECTION: C

CURB JOINT DETAIL

SCALE: 3"=1'-0"

B

A

A

TYP.

TERMINAL RAIL PLAN

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

TERMINAL RAIL ELEVATION

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

STANDARD SPLICE (TOP OF BOTTOM RAIL)

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

EXPANSION SPLICE

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

RAIL BOLT DETAIL

SCALE: 6"=1'-0"

SECTION B-BSECTION A-A

SECTION A-A BRIDGE RAIL

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

BRIDGE RAIL POST DETAILS

SCALE: 3"=1'-0"

SECTION B-B BRIDGE RAIL

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

SECTION C-C

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

SECTION D-D

SCALE: 3"=1'-0" BRIDGE RAIL ANCHOR BARS - NOT GALVANIZED

SITE PLAN

SCALE: 1"=10'-0"

AutoCAD SHX Text 26/01/2023 18:38 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\CIVL\22 - SITE PLAN #3.DWG

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SITE PLAN

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

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1. REFLECTOR SIGN....................... REFLECTOR SIGN....................... 2. 60 SPIKE CONTROL POINT.......... 60 SPIKE CONTROL POINT.......... 3. CONIFEROUS TREE (AS NOTED)........CONIFEROUS TREE (AS NOTED)

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LEGEND:

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REFLECTOR SIGN (TYP.)

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WINGWALL (TYP.)

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ABUTMENT SEAT AND BACKWALL (TYP.)

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EDGE OF GRAVEL ROAD (TYP.)

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BEGIN BRIDGE STA. 20+00 EL. 119.89

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LOSTMAN CREEK ROAD

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OF BRIDGE OF BRIDGE S59°18'19"E

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STRUCTURE NO. 8480-004S GENEVA ROAD BRIDGE #3

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EDGE OF GRAVEL ROAD (TYP.)

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LOST MAN CREEK

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EDGE OF GRAVEL ROAD (TYP.)

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END BRIDGE STA. 20+74.93 EL. 119.94

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ABUTMENT SEAT AND BACKWALL (TYP.)

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LOSTMAN CREEK ROAD

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BID OPTION - GENEVA ROAD BRIDGE #3

C2.1

19+77 20+00

B P

P I

P

I

E

P

N59°18'19"E

N

E

N

E

C2.1

4.9 2%

P V

I

S

E L E

P V

I

S

E L E

-0.72%

P V

I

S

E L E

P V

I

S

E L E

APPROACH PLAN: GENEVA ROAD BRIDGE #3

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

APPROACH ELEVATION: GENEVA ROAD BRIDGE #3

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

ASPHALT PLUG JOINT

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

RIP-RAP EROSION PROTECTION: PLAN VIEW

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

RIP-RAP EROSION PROTECTION: SECTION

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

APPROACH TYPICAL SECTION

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

AutoCAD SHX Text N. 2,372,043.33 E. 6,009,312.38

AutoCAD SHX Text N. 2,372,110.26 E. 6,009,462.28

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24 SF, 3" TO 6" RIP-RAP EROSION PROTECTION. SEE DETAIL 4/C2.1 (TYP.)

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EXISTING REFLECTORS TO BE REPLACED WITH NEW REFLECTORS (TYP.)

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EXISTING ABUTMENT 2

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LOW POINT

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OF ROADWAY

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SLOPE 1%

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SLOPE 2%

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SLOPE 1%

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SLOPE 2%

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SLOPE 1%

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SLOPE 1%

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EXISTING ABUTMENT 1

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SLOPE 2%

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SLOPE 2%

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SLOPE 2%

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SLOPE 2%

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EXISTING EDGE OF GRAVEL ROAD (TYP.)

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BRIDGE GIRDER

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BRIDGE ABUTMENT BACKWALL

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2" MIN. ASPHALT OVERLAY

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14" ALUMINUM BRIDGE PLATE

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ASPHALT PLUG MATERIAL

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114" BACKER ROD

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SEALED EXPANSION GAP

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END OF CONCRETE ABUTMENT WING WALL

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SEE APPROACH PLAN FOR ORIENTATION OF EROSION PROTECTION

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EXISTING GRADE

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EXISTING ABUTMENT WING WALL

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EXISTING SLOPE ADJACENT TO ABUTMENT (VARIES)

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6" TO 12" ANGULAR RIP-RAP SLOPE PROTECTION

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KEY FABRIC ENDS INTO SOIL (TYP)

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FILTER FABRIC, MIRAFI 140N OR EQUAL

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END OF EXISTING CONCRETE ABUTMENT

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MATCH EXISTING

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MATCH EXISTING

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EXISTING GROUND

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FINISHED GRADE

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EXISTING ABUTMENT

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EXISTING ABUTMENT WALL

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4" HOT ASPHALT CONCRETE PLACE IN 2 LIFTS

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EXISTING AGGREGATE BASE TO BE RESHAPED & COMPACTED

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CONCRETE GIRDER OR T-BEAM GIRDER

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ASPHALT PLUG SEE DETAIL 3

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2" MIN. ASPHALT OVER DECKING

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COMPRESSION JOINT FILLER

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MATCH BRIDGE ELEVATION (TYP.)

AutoCAD SHX Text 26/01/2023 18:17 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\CIVL\23 - BRIDGE APPROACH #3.DWG

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APPROACH PLAN

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

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BID OPTION - GENEVA ROAD BRIDGE #3

S5.0

PLAN VIEW

SCALE: 1/8"=1'

SECTION

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

ELEVATION VIEW

SCALE: 1/8"=1'

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OF BRIDGE

AutoCAD SHX Text INSTALL SILT FENCE BEFORE AND MAINTAIN DURING BRIDGE DEMOLITION AND CONSTRUCTION (TYP.)

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EXISTING EDGE OF WATER (TYP.)

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REMOVE EXISTING WHEEL GUARD

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REMOVE EXISTING WHEEL GUARD

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REMOVE EXISTING GIRDERS AND ALL ASSOCIATED HARDWARE

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EXISTING ABUTMENT TO REMAIN FOR REUSE (PROTECT IN PLACE)

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EXISTING ABUTMENT TO REMAIN FOR REUSE (PROTECT IN PLACE)

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EL = 119.92 (LT), 119.95 (RT)

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EXISTING BRIDGE SURFACE

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EL=119.88(LT), 119.89(RT)

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EXISTING BRIDGE SURFACE

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IINSTALL DEBRIS CONTAINMENT TARP AT ALL TIME DURING DEMOLITION AND CONSTRUCTION

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EL. = 114.99 (LT) EL. = 115.00 (RT) EX. ABUTMENT SEAT

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EL. = 114.91 (LT) EL. = 114.91 (RT) EX. ABUTMENT SEAT

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REMOVE " 516" BENT PLATE

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REMOVE TIMBER PLANKS

AutoCAD SHX Text REMOVE 2"x10" TREATED TIMBER DECK

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REMOVE WHEEL GUARDS

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REMOVE STEEL BEAM

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REMOVE LOG TYP

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

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100% FINAL

AutoCAD SHX Text 26/01/2023 17:32 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\24 - DEMO PLAN.DWG

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DEMO PLAN

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1. REMOVE EXISTING TIMBER DECK AND TIMBER CURBS ON REMOVE EXISTING TIMBER DECK AND TIMBER CURBS ON THE BRIDGE AND WINGWALLS. 2. REMOVE EXISTING STEEL SUPERSTRUCTURE, REMOVE EXISTING STEEL SUPERSTRUCTURE, COMPRESSION JOINT SEALS, AND BEARING PADS. 3. ROUGHEN ABUTMENT CAPS AND TOP OF WINGWALLS.ROUGHEN ABUTMENT CAPS AND TOP OF WINGWALLS.

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SCOPE OF WORK:

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1. ELEVATIONS ARE TOP OF EXISTING BRIDGE. ELEVATIONS ARE TOP OF EXISTING BRIDGE. 2. ALL ELEVATIONS ARE BASED ON SURVEY DATA. THE ALL ELEVATIONS ARE BASED ON SURVEY DATA. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE START OF WORK.

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SHEET NOTES:

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BID OPTION - GENEVA ROAD BRIDGE #3

S6.1

PLAN VIEW

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

ELEVATION

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

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LOST MAN CREEK

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NEW CURB AND RAILING

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BRIDGE = BRIDGE = GIRDER BGIRDER B

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GIRDER AGIRDER A

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GIRDER CGIRDER C

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EXISTING ABUTMENT 2

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EXISTING ABUTMENT 1

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END DIAPHRAGM (TYP.)

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OF ROADWAY

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BRIDGE DECK

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END BRIDGE STA. 20+74.93 EL. 119.93

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BEGIN BRIDGE STA. 20+00 EL. 120.19

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EXISTING WINGWALLS TO REMAIN TYP.

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SLOPE: 1%

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SLOPE: 1%

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ABUTMENT BEARING ADDITION

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NEW RAILING

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SLOPE: 1%

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SLOPE: 1%

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END DIAPHRAGM

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ABUTMENT BEARING ADDITION

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NEW RAILING

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AutoCAD SHX Text ESTABLISHED HIGH WATER ELEV. 106.0 Q = 3800cfs, 50 = 3800cfs, V = 13.8fps

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BEGIN BRIDGE STA. 20+00 EL .= 120.19

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END BRIDGE STA. 20+74.93 EL .= 120.24

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EXISTING ABUTMENT 1 TO REMAIN FOR REUSE (PROTECT IN PLACE)

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EXISTING ABUTMENT 2 TO REMAIN FOR REUSE (PROTECT IN PLACE)

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:35 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\25 - PLAN AND ELEVATION.DWG

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PLAN AND ELEVATION

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1. CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 2. DIMENSIONS ARE BASED ON AS BUILT PLANS. DIMENSIONS ARE BASED ON AS BUILT PLANS. ELEVATIONS ARE BASED ON SURVEYY DATA. 3. SEE SHEET S8.0 - S8.2 FOR GUARDRAIL DETAILS.SEE SHEET S8.0 - S8.2 FOR GUARDRAIL DETAILS.

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SHEET NOTES:

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BID OPTION - GENEVA ROAD BRIDGE #3

BRIDGE SECTION

SCALE: 3/4"-1'0"

SCREED ELEVATIONS

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

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GIRDER C

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GIRDER A

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GIRDER B = BRIDGE BRIDGE

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OF BRIDGE

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GIRDER B

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GIRDER A

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GIRDER C

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SLOPE: 2%

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CURB & RAILING

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SLOPE: 2%

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MIN.

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ASPHALT SURFACE

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WATER PROOF MEMBRANE

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:36 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\26 - BRIDGE SECTION.DWG

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BRIDGE SECTION

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1. FIGURES ABOVE THE LINE ARE TOP OF ASPHALT FIGURES ABOVE THE LINE ARE TOP OF ASPHALT OVERLAY. 2. ELEVATIONS SHOWN ARE FOR FINISHED ASPHALT GRADE.ELEVATIONS SHOWN ARE FOR FINISHED ASPHALT GRADE.

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SHEET NOTES:

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BID OPTION - GENEVA ROAD BRIDGE #3

S6.2

S

ABUTMENT CAP: ELEVATION VIEW

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

ABUTMENT CAP: PLAN VIEW

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

SECTION VIEW: BRIDGE RAIL & CURB

SCALE: 1"=1'-0"

SECTION VIEW: ABUTMENT CAP

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

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#5 REBAR

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1" PREFORMED EXPANSION JOINT MATERIAL

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EXISTING ABUTMENT

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#5 REBAR (TYP.)

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OF ROADWAY

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#5 REBAR

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SHEAR KEY (TYP. EACH END)EACH END)

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WINGWALL ADDITION (TYP.)

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#5 REBAR

AutoCAD SHX Text ROUGHEN SURFACE OF EXISTING ABUTMENT BEARING AREA PRIOR TO ADDING NEW ABUTMENT CAP CONCRETE AND REINFORCEMENT

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EXISTING ABUTMENT

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EL. 116.75 (ABUT. 1) EL. 116.79 (ABUT. 2)

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ROAD SURFACE

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EXISTING WINGWALL

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#5 REBAR

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#4 REBAR

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3-#5 REBAR CONTINUOUS

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WINGWALL ADDITION

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ROUGHEN SURFACE OF EXISTING WINGWALL PRIOR TO ADDITION PLACEMENT

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3-#5 REBAR @ 12" O.C. (TYP.)

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3-#5 REBAR CONTINUOUS @ EQUAL SPACING

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

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AutoCAD SHX Text 26/01/2023 17:37 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\27 - ABUTMENT CAP.DWG

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ABUTMENT CAP

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1. CLEAN MOSS AND LICKEN OFF THE BRIDGE CLEAN MOSS AND LICKEN OFF THE BRIDGE ABUTMENTS USING BRUSHES AND WATER TO THE EXTENT POSSIBLE WITHOUT ENTERING THE STREAM. 2. ROUGHEN CONCRETE SURFACES BY EXPOSING ROUGHEN CONCRETE SURFACES BY EXPOSING AGGREGATE OF EXISTING CONCRETE. USE A METHOD THAT DOES NOT DAMAGE THE EXISTING REBARS. THE REMOVAL METHOD IS TO BE APPROVED BY NPS BEFORE USE. 3. DRILL EXISTING CONCRETE AND INSTALL NEW DRILL EXISTING CONCRETE AND INSTALL NEW REINFORCEMENT USING STRUCTURAL EPOXY ADHESIVE. DRILL DEPTH IS TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. CONTAIN AND KEEP ALL CONSTRUCTION DEBRIS CONTAIN AND KEEP ALL CONSTRUCTION DEBRIS FROM FALLING INTO STREAM. SEE S5.0 DEMO PLAN DRAWING. 5. PLACE ALL STEEL WITH 2" COVER, UNLESS PLACE ALL STEEL WITH 2" COVER, UNLESS NOTED OTHERWISE. 6. RAILING POSTS SHALL BE IN PLACE AND IN RAILING POSTS SHALL BE IN PLACE AND IN PROPER ALIGNMENT PRIOR TO PLACEMENT OF CURB CONCRETE. 7. USE CONCRETE BONDING PRODUCT ON USE CONCRETE BONDING PRODUCT ON EXPOSED EXISTING CONCRETE SURFACES PRIOR TO PLACEMENT OF NEW CONCRETE. 8. AFTER PLACED CONCRETE ATTAINS THE AFTER PLACED CONCRETE ATTAINS THE REQUIRED STRENGTH SEAL CONCRETE WITH AN APPROVED SEALANT. 9. CONTRACTOR MUST FIELD VERIFY ALL CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND REQUIRED HARDWARE.

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SHEET NOTES:

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BID OPTION - GENEVA ROAD BRIDGE #3

BEARING PAD DETAIL

BEARING PAD PLAN

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GIRDER

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BEARING

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2 LAYERS (TOP & BOTTOM) @ 0.25" AND 0.25" AND 4 INNER LAYERS @ 0.5"

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14 GAUGE STEEL SHIM (0.075") MOULDED SECURELY TO PAD (3 TOTAL PER PAD)

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OF BEARING,

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GIRDER C

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GIRDER B

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OF BRIDGE

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GIRDER BOTTOM FLANGE (TYP.)

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BEARING PAD (TYP.)

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GIRDER A

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END DIAPHRAGM

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SHEAR KEY (TYP.)

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

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AutoCAD SHX Text 26/01/2023 17:38 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\28 - BEARING PAD DETAILS.DWG

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BEARING PAD DETAILS

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

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

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1. STEEL REINFORCED ELASTOMERIC BEARING PAD SHALL STEEL REINFORCED ELASTOMERIC BEARING PAD SHALL CONFORM TO AASHTO M251 WITH 60 DUROMETER HARDNESS, ELASTOMERIC GRADE 3 OR HIGHER. 2. ALL BEARINGS SHALL BE MARKED PRIOR TO SHIPPING. ALL BEARINGS SHALL BE MARKED PRIOR TO SHIPPING. THE MARKS SHALL INCLUDE THE BEARING LOCATION AND ORIENTATION ON THE BRIDGE. 3. ABUTMENT DESIGN SERVICE LOADS PER BEARING. ABUTMENT DESIGN SERVICE LOADS PER BEARING. - DEAD LOAD = 53.42 kips - LIVE LOAD = 34.15 kips

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SHEET NOTES:

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BID OPTION - GENEVA ROAD BRIDGE #3

S7.0

S7.0

GIRDER SECTION AT ENDS

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

GIRDER SECTION AT MIDSPAN AND HARP POINTS

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

SHEAR REINFORCEMENT

HALF GIRDER ELEVATION / SECTION

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

GIRDER END ELEVATION

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

SAWTOOTH KEY DETAIL

SCALE: 6"=1'-0"

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0.6" 7 STRAND GRADE 270 LOW RELAXATION (TYP.)

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GIRDER

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SAWTOOTH KEYED END SEE DETAIL 4/THIS SHEET

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GIRDER

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0.6" 7 STRAND GRADE 270 LOW RELAXATION (TYP.)

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71'-4 " 14" FULL GIRDER LENGTH

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SHEAR REINFORCEMENT (TYP.) SEE CHART FOR SPACING

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0.6" STRAND

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OF GIRDER

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PICKING EYE

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BLOCKOUT GIRDER FLANGE (TYP.) @ ENDS

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EXTEND #5 REBAR 1'-7" AND FIELD BEND 90° WITH 10" HOOK(TYP.) @ ENDS

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OF 1" HOLES HOLES

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EXTEND 8 STRANDS 1'-4". SEE DETAIL 3/S7.0 FOR STRANDS TO EXTEND (TYP.) @ ENDS

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END OF GIRDER

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SAWTOOTH KEYS ARE FULL WIDTH

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:39 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\29 - EXTERIOR GIRDER A & C.DWG

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ZONE

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ZONE LENGTH

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SPACING

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COUNT

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0" TO 0'-7"

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0'-7" TO 1'-4"

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1'-4" TO 4'-0"

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4'-0" TO 7'-0"

AutoCAD SHX Text 0'-6"

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7'-0" TO 23'-6"

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23'-6" TO MID-SPAN

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1. GIRDER (C) IS A MIRROR OF GIRDER (A). GIRDER (C) IS A MIRROR OF GIRDER (A). 2. ALL GIRDERS SHOWN ARE AASHTO DECK BULB TEE 35. ALL GIRDERS SHOWN ARE AASHTO DECK BULB TEE 35. 3. PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO COMPENSATE PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO COMPENSATE FOR SHORTENING DUE TO PRESTRESS AND SHRINKAGE. 4. CUT ALL STRANDS FLUSH WITH THE GIRDER ENDS AND PAINT WITH CUT ALL STRANDS FLUSH WITH THE GIRDER ENDS AND PAINT WITH AN APPROVED EPOXY RESIN, EXCEPT FOR EXTENDED STRANDS AS SHOWN. 5. LIFTING DEVICE AND HAULING DEVICES TO BE DONE BY LIFTING DEVICE AND HAULING DEVICES TO BE DONE BY MANUFACTURER. 6. AFTER ERECTION, CUTOFF LIFTING LOOPS 1" BELOW TOP OF THE AFTER ERECTION, CUTOFF LIFTING LOOPS 1" BELOW TOP OF THE FLANGE AND FILL WITH AN APPROVED NON-SHRINK GROUT PRIOR TO PLACING OVERLAY. 7. END OF GIRDERS SHALL BE VERTICAL WHEN UNDER FULL DEAD LOAD END OF GIRDERS SHALL BE VERTICAL WHEN UNDER FULL DEAD LOAD AND TO COMPENSATE FOR BRIDGE GRADE. 8. ESTIMATED CAMBER AT RELEASE OF STRANDS: 1 ". ESTIMATED CAMBER AT RELEASE OF STRANDS: 1 ". 12". 9. ESTIMATED CAMBER AFTER PLACING ASPHALT OVERLAY AND ESTIMATED CAMBER AFTER PLACING ASPHALT OVERLAY AND RAILING: 2 ". 34".

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SHEET NOTES:

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EXTERIOR GIRDER A & C

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BID OPTION - GENEVA ROAD BRIDGE #3

S7.1

S7.0

GIRDER SECTION

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

GIRDER SECTION

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

HALF GIRDER ELEVATION / SECTION

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

GIRDER END ELEVATION

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

SHEAR REINFORCEMENT

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0.6" 7 STRAND GRADE 270 LOW RELAXATION (TYP.)

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GIRDER

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SAWTOOTH KEYED END SEE DETAIL 4/S7.0

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GIRDER

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0.6" 7 STRAND GRADE 270 LOW RELAXATION (TYP.)

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71'-4 " 14" FULL GIRDER LENGTH

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SHEAR REINFORCEMENT SEE CHART FOR SPACING

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0.6" STRAND

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OF GIRDER

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PICKING EYE

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AutoCAD SHX Text S7.1

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BLOCKOUT GIRDER FLANGE (TYP.) @ ENDS

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EXTEND #5 REBAR 1'-7" AND FIELD BEND 90° WITH 10" HOOK(TYP.) @ ENDS

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OF 1" HOLES HOLES

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EXTEND 8 STRANDS 1'-4". SEE DETAIL 3/S7.1 FOR STRANDS TO EXTEND (TYP.) @ ENDS

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:46 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\30 - INTERIOR GIRDER B.DWG

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INTERIOR GIRDER B

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1. GIRDER (B). GIRDER (B). 2. ALL GIRDERS SHOWN ARE AASHTO DECK BULB TEE 35. ALL GIRDERS SHOWN ARE AASHTO DECK BULB TEE 35. 3. PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO COMPENSATE PLAN LENGTH SHALL BE INCREASED AS NECESSARY TO COMPENSATE FOR SHORTENING DUE TO PRESTRESS AND SHRINKAGE. 4. CUT ALL STRANDS FLUSH WITH THE GIRDER ENDS AND PAINT WITH CUT ALL STRANDS FLUSH WITH THE GIRDER ENDS AND PAINT WITH AN APPROVED EPOXY RESIN, EXCEPT FOR EXTENDED STRANDS AS SHOWN. 5. LIFTING DEVICE AND HAULING DEVICES TO BE DONE BY LIFTING DEVICE AND HAULING DEVICES TO BE DONE BY MANUFACTURER. 6. AFTER ERECTION, CUTOFF LIFTING LOOPS 1" BELOW TOP OF THE AFTER ERECTION, CUTOFF LIFTING LOOPS 1" BELOW TOP OF THE FLANGE AND FILL WITH AN APPROVED NON-SHRINK GROUT PRIOR TO PLACING OVERLAY. 7. END OF GIRDERS SHALL BE VERTICAL WHEN UNDER FULL DEAD LOAD END OF GIRDERS SHALL BE VERTICAL WHEN UNDER FULL DEAD LOAD AND TO COMPENSATE FOR BRIDGE GRADE. 8. ESTIMATED CAMBER AT RELEASE OF STRANDS: 1 ". ESTIMATED CAMBER AT RELEASE OF STRANDS: 1 ". 34". 9. ESTIMATED CAMBER AFTER PLACING ASPHALT OVERLAY AND RAILING: ESTIMATED CAMBER AFTER PLACING ASPHALT OVERLAY AND RAILING: 3".

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SHEET NOTES:

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ZONE

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ZONE LENGTH

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SPACING

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COUNT

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0" TO 0'-7"

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0'-7" TO 1'-4"

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1'-4" TO 4'-0"

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4'-0" TO 7'-0"

AutoCAD SHX Text 0'-6"

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7'-0" TO 23'-6"

AutoCAD SHX Text 0'-9"

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23'-6" TO MID-SPAN

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BID OPTION - GENEVA ROAD BRIDGE #3

GIRDERS A AND C: END REINFORCEMENT

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

GIRDER A & C: MID-SPAN REINFORCEMENT

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

GIRDER B: END REINFORCEMENT

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

GIRDER B: MID-SPAN REINFORCEMENT

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

GUARDRAIL PEDESTAL REINFORCEMENT

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

GENEVA ROAD BRIDGE #3 Load Rating Design Load Rating HL-93

Limit State Type Inventory Operating

RF ϒLL RF ϒLL

Strength I Flexure 1.22 1.75 1.58 1.35 Shear 1.99 1.75 2.84 1.35

Service III Stress 1.04 1.0

Routine Commercial Traffic Truck RF ϒLL Type 3 1.84 1.0

Type 3S2 1.69 1.0 Type 3-3 1.78 1.0

Specialized Hauling Vehicles Truck RF ϒLL

NRL 1.17 1.0

Emergency Vehicles Truck RF ϒLL

Type EV2 1.95 1.0 Type EV3 1.27 1.0

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#4 REBAR

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#5 REBAR

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#6 REBAR

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34" DRIP GROOVE (TYP.) @ OUTSIDE EDGE

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#4 REBAR

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6" MIN. OVERLAP @ SPLICE

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GIRDER

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#5 REBAR (8 TOTAL)

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#4 REBAR (7 TOTAL)

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SHEAR REINFORCEMENT

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1" CHAMFER (TYP.)

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#4 REBAR

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#5 REBAR

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#6 REBAR

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#4 REBAR

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6" MIN. OVERLAP @ SPLICE

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GIRDER

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#5 REBAR (8 TOTAL)

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#4 REBAR (7 TOTAL)

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SHEAR REINFORCEMENT

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#4 REBAR

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#5 REBAR

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#6 REBAR

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#4 REBAR

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GIRDER

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#5 REBAR (8 TOTAL)

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#4 REBAR (7 TOTAL)

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SHEAR REINFORCEMENT

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#4 REBAR

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#5 REBAR

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#6 REBAR

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#4 REBAR

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GIRDER

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#5 REBAR (8 TOTAL)

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#4 REBAR (7 TOTAL)

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SHEAR REINFORCEMENT

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6" MIN. OVERLAP @ SPLICE

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GIRDER

AutoCAD SHX Text PLACE ANCHORAGE BETWEEN TOP AND BOTTOM MATS OF REINFORCING STEEL. SEE DETAIL 5/S8.2 FOR ANCHOR BAR.

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GIRDER SEE DETAILS 1 AND 2

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

AutoCAD SHX Text

JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:49 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\31 - GIRDER SECTIONS.DWG

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GIRDER SECTIONS

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1. ADJUST REINFORCEMENT STEEL AS REQUIRED FOR THE 6" ADJUST REINFORCEMENT STEEL AS REQUIRED FOR THE 6" BLOCKOUT.

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SHEET NOTES:

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NOTES:

AutoCAD SHX Text NOTE: LOAD RATING WAS BASED ON SUPERSTRUCTURE ONLY. LOAD RATING WAS BASED ON SUPERSTRUCTURE ONLY.

AutoCAD SHX Text REINFORCEMENT IN GIRDER IS DEPENDENT ON LOCATION OF GUARD RAIL PEDESTAL. SEE GIRDER REINFORCEMENT DETAILS FOR REMAINING REINFORCEMENT.

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BID OPTION - GENEVA ROAD BRIDGE #3

HALF GIRDER A & C (SIM.)

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

HALF GIRDER B

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

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GIRDER

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#5 REBAR (TYP. FOR CURB) (SEE 1/S8.0)

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#5 REBAR (8 TOTAL TOP) EXTEND 1'-7" & FIELD BEND 90° 10" HOOK

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LONGITUDINAL FLANGE KEY

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WELDED CONNECTION (TYP.) (INTERIOR EDGE OF FLANGE)

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6" BLOCKOUT THROUGHGIRDER FLANGE

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POST (TYP.)

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(3) 1 " x 1'-3" H.S. 14" x 1'-3" H.S.BOLTS (TYP.) @ POST

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#6 REBAR (TOP) #4 REBAR (BOTTOM) (TYP.)

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SYMMETRICAL SPAN

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GIRDER

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LONGITUDINAL FLANGE KEY

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WELDED CONNECTION (TYP.) (INTERIOR FLANGE ONLY)

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6" BLOCKOUT THROUGHGIRDER FLANGE

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SYMMETRICAL SPAN

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EXTEND #5 REBAR 1'-7" & FIELD BEND 90° 10" HOOK

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#6 REBAR (TOP) #4 REBAR (BOTTOM) (TYP.)

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:49 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\32 - TOP FLANGED DETAILS.DWG

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TOP FLANGE DETAILS

AutoCAD SHX Text S7.3

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1. ADJUST REINFORCING STEEL IN TOP FLANGE AS NEEDED ADJUST REINFORCING STEEL IN TOP FLANGE AS NEEDED TO AVOID DIAPHRAGM BLOCKOUTS.

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SHEET NOTES:

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BID OPTION - GENEVA ROAD BRIDGE #3

S7.4

1/4

TYP.

S7.4

FLANGE KEY BETWEEN CONNECTIONS

SCALE: 3"=1'-0"

FLANGE KEY DETAIL

SCALE: 3"=1'-0"

WELDED CONNECTION: SECTION

SCALE: 3"=1'-0"

WELDED CONNECTION: PLAN VIEW

SCALE: 3"=1'-0"

DECK PLAN

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

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34" CLOSEDCELL BACKER ROD

AutoCAD SHX Text FILL LONGITUDINAL FLANGE KEYS W/ HIGH STRENGTH NON-SHRINK GROUT. KEEP KEY WAYS MOIST FOR 24 HRS. PRIOR TO PLACING GROUT. AFTER POURING GROUT, KEY WAY GROUT SHALL BE WATER CURED FOR 72 HRS. OR UNTIL GROUT REACHES DESIGN STRENGTH, WHICHEVER IS GREATER.

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34" CHAMFER

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FILL W/ HIGH STRENGTH NON-SHRINK GROUT

AutoCAD SHX Text 34"x 2 "x 4" PLATE34"x 4" PLATE

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(2) " x 8" 12" x 8"WELDED STUDS (TYP.)

AutoCAD SHX Text 2"x 2"x "x 6" 38"x 6" ANGLE (TYP.)

AutoCAD SHX Text 2"x2"x "x6" 38"x6" ANGLE IRON

AutoCAD SHX Text 12" x 8" WELDEDSTUD (TYP.)

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FLANGE KEY

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END DIAPHRAGM

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END DIAPHRAGM

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OF ROADWAY

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GIRDER C

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GIRDER B

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GIRDER A

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LONGITUDINAL FLANGE KEY (TYP.)

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WELDED CONNECTION (TYP.)

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MID-SPAN DIAPHRAGM

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EXISTING ABUTMENT

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EXISTING ABUTMENT

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:52 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\33 - WELDED CONNECTION DETAILS.DWG

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WELDED CONNECTION DETAILS

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BID OPTION-GENEVA ROAD BRIDGE #3

END DIAPHRAGM ELEVATION

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

END DIAPHRAGM PLAN

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

END DIAPHRAGM SECTION

SCALE: 1"=1'-0"

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OF BRIDGE, GIRDER B

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GIRDER A

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GIRDER C

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#7 REBAR DOWEL (TYP.)

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CENTER HORIZ. #5 REBAR (TYP.)

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#6 REBAR (TYP.)

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#6 REBAR (TYP.)

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GIRDER A

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OF BRIDGE, GIRDER B

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GIRDER C

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#5 REBAR (TYP.)

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CENTER HORIZ. #5 REBAR (TYP.)

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EXISTING ABUTMENT WALL

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#5 REBAR (MIN. SPLICE OF 2')

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#6 REBAR

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#6 REBAR OR #7 REBSRDOWEL

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#5 REBAR BETWEEN GIRDERS OR #7 REBAR DOWEL THRU GIRDERS

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#6 REBAR

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1" EXPANSION JOINT FILLER

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GIRDER

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BEARING PAD

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ABUTMENT

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:58 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\34 - END DIAPHRAGM.DWG

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END DIAPHRAGM

AutoCAD SHX Text S7.5

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1. ADJUST CAST-IN-PLACE DIAPHRAGM WIDTH SLIGHTLY AS ADJUST CAST-IN-PLACE DIAPHRAGM WIDTH SLIGHTLY AS NEEDED TO ASSURE THE ONE INCH GAP.

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SHEET NOTE:

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BID OPTION - GENEVA ROAD BRIDGE #3

S7.6

MID-SPAN DIAPHRAGM ELEVATION

SCALE: NTS

MID-SPAN DIAPHRAGM PLAN

SCALE: NTS

MID-SPAN DIAPHRAGM SECTION

SCALE: NTS

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OF BRIDGE

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GIRDER B

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GIRDER A

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GIRDER C

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#7 REBAR DOWEL EMBEDDED MID-DEPTH OF GIRDERS A & C (TYP.)

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#5 REBAR (TYP.)

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#7 REBAR DOWEL

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#5 REBAR (TYP.)

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#7 REBAR DOWEL (TYP.)

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#7 REBAR DOWEL

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GIRDER A

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GIRDER B

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GIRDER C

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MIDSPAN DIAPHRAGM

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DIAPHRAGM

AutoCAD SHX Text 6" BLOCKOUT POURED WITHCONCRETE DIAPHRAGMS AND TOPPED WITH A 1" LAYER OF NON-SHRINK GROUT.

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#4 REBAR

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#6 REBAR

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#5 REBAR BOTH SIDES

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TITLE OF SHEET

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ETIC NO.

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PMIS

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SHEET

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OF

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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100% FINAL

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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R. JOHNSON

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D. BYRNES

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K. LIU

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JANUARY 2023

AutoCAD SHX Text 167-186919

AutoCAD SHX Text 171852

AutoCAD SHX Text 26/01/2023 17:58 DEAN BYRNES \\BOI-FILE1\PROJECTS\HECO ENGINEERS\229122-B000346.00\EXECUTION\DESIGN\CADD\DRAWINGS\STRUC\35 - MID SPAN DIAPHRAGM.DWG

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MID SPAN DIAPHRAGM

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BID OPTION - GENEVA ROAD BRIDGE #3

3/16

1/4

BRIDGE RAILING ELEVATION

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

STANDARD SPLICE

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

EXPANSION SPLICE

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

STANDARD SLEEVE DETAIL

SCALE: NTS (FOR HSS 3"X2" X 3/16"…

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