J2 Project Plans.pdf

PDF 13 MB Posted Jun 6, 2022

Attached to: Hiawatha National Forest - GAOA FR 2258-1. 8 Indian River Bridge Replacement
Solicitation number: 12445522R0012
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation requests proposals for bridge replacement services. The Hiawatha National Forest is soliciting bids to remove a deteriorated 66-foot concrete bridge and abutments and install a new 66-foot by 18-foot timber bridge and abutments. The project also includes constructing approaches, slope restoration, and installing riprap. No pre-proposal meeting will be held. The site is accessible without notice and contractors are expected to inspect it. Proposals are due by July 8, 2022 at 4:00 PM Eastern. The government's cost estimate for the project is between $500,000 and $1,000,000. The soliciting agency is the Department of Agriculture Forest Service.

View the file

Other files

File	Type	Posted
J1 DBA Wage Determination MI-01 Schoolcraft County.pdf	PDF	Jun 6, 2022
J3 Supplemental Specifications.pdf	PDF	Jun 6, 2022
RFP-12445522R0012.pdf	PDF	Jun 6, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT LOCATION

PROJECT SITE

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET 11/20/2020

C-01

QUANTITIES, DESIGN DATA, GENERAL NOTES

11/20/2020

C-02 TEMPORARY TRAFFIC CONTROL PLAN 11/20/2020

C-03 TYPICAL SECTIONS 11/20/2020

C-04 PLAN & PROFILE 11/20/2020

C-05 PLAN OF STRUCTURE 11/20/2020

C-06 ABUTMENT PLAN AND ELEVATION 11/20/2020

C-07 SOIL BORINGS 11/20/2020

C-08 STRUCTURE DETAILS 11/20/2020

C-09 BRIDGE RAILING DETAILS 11/20/2020

C-10 - C-18 GUARDRAIL DETAILS 11/20/2020

FROM THE M-28/M-94 INTERSECTION IN SHINGLETON, MICHIGAN,

HEAD WEST ON M-28 FOR 7.5 MILES BEFORE TURNING SOUTH ON

CONNORS RD/ NF-13. CONTINUE ONTO NF-13 FOR 11.9 MILES AND

THEN TURN EAST ONTO FR 2258. CONTINUE FOR 2.6 MILES TO THE

BRIDGE LOCATION.

/26

/20

:1 9 J

N U:

-0

-F

Y2 0 A

O 1\D

\IN

EASTERN REGION

HIAWATHA NATIONAL FOREST - MANISTIQUE RANGER DISTRICT

SCHOOLCRAFT COUNTY

MICHIGAN

FR 2258-1.8 OVER INDIAN RIVER

BRIDGE REPLACEMENT

U.P. ENGINEERS & ARCHITECTS, INC.

ENGINEERING ARCHITECTURE PLANNING SURVEYING ENVIRONMENTAL

STRUCTURE NUMBER: 091002000035007 (LAT 46.1826, LONG -86.5902)

STRUCTURE DESCRIPTION:

66 FOOT (OVERALL LENGTH) SINGLE SPAN TIMBER PANEL-LAM WITH

AN ASPHALT WEARING SURFACE AND STEEL PILE BENT ABUTMENTS.

DESIGN SPEED: 45 MPH

AADT: <200

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER

DATE

APPROVED:

R9 DIRECTOR OF ENGINEERING DATE

DATE

FOREST SUPERVISOR DATE

R9 BRIDGE PROGRAM MANAGER DATE

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/26

/20

:1 9 J

N U :\U

-0

-F Y2

0 A E

T O

1\D W

\IN

EASTERN REGION

FR 2258-1.8

OVER

INDIAN RIVER

HIAWATHA

NATIONAL FOREST

MANISTIQUE

RANGER DISTRICT

QUANTITIES

DESIGN DATA

GENERAL NOTES

11/20/2020

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-00286

C-01

19 2

GENERAL NOTES:

EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE SUPPLEMENTAL SPECIFICATIONS, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH

THE FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14.

THE PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH:

AASHTO: "GUIDELINES FOR GEOMETRIC DESIGN OF LOW-VOLUME ROADS, "2ND EDITION, 2019"

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020

FSH 7709.56b TRANSPORTATION STRUCTURES HANDBOOK (USDA FOREST SERVICE)

TIMBER BRIDGES: DESIGN, CONSTRUCTION, INSPECTION, AND MAINTENACE (USDA FOREST SERVICE)

NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 2018

THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROPOSED WORK IS AS SHOWN ON THESE

PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE PROJECT ENGINEER.

THE WORK COVERED BY THESE PLANS INCLUDES REMOVAL OF THE ENTIRE EXISTING BRIDGE, INSTALLATION OF THE NEW BRIDGE AS SHOWN HEREIN AND PER THE

MANUFACTURER'S DRAWINGS AND SPECIFICATIONS, CONSTRUCTION OF THE APPROACHES TO THE LIMITS SHOWN, SLOPE RESTORATION AND RIPRAP.

TRAFFIC CONTROL FOR DETOUR SHALL BE IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

THE STATIONING AS SHOWN ON THESE PLANS FOR REFERENCE POINTS "A" AND "B" (CENTERLINE OF PROPOSED BRIDGE AT THE ENDS OF THE BRIDGE SLAB) ARE BELIEVED TO

BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT, IT SHALL BE

REPORTED TO THE ENGINEER.

THE CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND ANY UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT.

FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED.

MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART

OF THE "MISS DIG" ALERT SYSTEM.

WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXPECTED WATER LEVELS DURING CONSTRUCTION.

NO MATERIAL SHALL BE ALLOWED TO ERODE INTO THE WATER COURSE, NOR SHALL MATERIAL BE PLACED INTO THE WATER COURSE EXCEPT AS SHOWN ON THESE PLANS.

ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO THE SPECIFICATIONS PRIOR TO USE ON THIS PROJECT.

THE CONTRACTOR SHALL STOP WORK IMMEDIATELY AND NOTIFY THE CONTRACTING OFFICER IF HERITAGE RESOURCES OR HUMAN REMAINS ARE ENCOUNTERED.

NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL PERFORM ALL IN-STREAM WORK BETWEEN MAY 15TH AND SEPTEMBER 15TH.

DESIGN DATA:

THE DESIGN OF THIS BRIDGE IS BASED ON 1.2 TIMES THE CURRENT AASHTO LRFD BRIDGE DESIGN SPECIFICATION HL-93 LOADING WITH THE EXCEPTION THAT THE

DESIGN TANDEM PORTION OF THE HL-93 LOAD DEFINITION SHALL BE REPLACED BY A SINGLE 60 KIP AXLE LOAD BEFORE APPLICATION OF THIS 1.2 FACTOR.

ADDITIONALLY, THE LANE LOAD PORTION IS NOT INCLUDED. THE RESULTING LOAD IS DESIGNATED HL-93 MODIFIED. LIVE LOAD DEFLECTION DOES NOT EXCEED 1/800

OF THE SPAN LENGTH.

TIMBER BRIDGE RAILING MEETS TEST LEVEL 2 REQUIREMENTS OF NCHRP REPORT 350.

LOAD RATING (RATING FACTORS):

HL-93 MODIFIED

INVENTORY RATING (STRENGTH I, FLEXURE)...................................................................................................................6.82

OPERATING RATING (STRENGTH I, FLEXURE)...................................................................................................................8.84

OPERATING RATING (SERVICE I, DEFLECTION).................................................................................................................1.49

HL-93 (FEDERAL)

INVENTORY RATING (STRENGTH I, FLEXURE)...................................................................................................................6.47

OPERATING RATING (STRENGTH I, FLEXURE)...................................................................................................................8.38

OPERATING RATING (SERVICE I, DEFLECTION).................................................................................................................1.41

MICHIGAN LEGAL (CONTROLLING)

TRUCK 17 (STRENGTH I, FLEXURE)......................................................................................................................................6.92

TRUCK 17 (SERVICE I, DEFLECTION)....................................................................................................................................1.12

OVERLOAD CLASS (STRENGTH II, FLEXURE).........................................................................................MICHIGAN CLASS A

NOTE: THE LOAD RATING DOES NOT INCLUDE A FUTURE WEARING SURFACE.

DEAD LOAD:

THE DESIGN UNIT WEIGHT FOR ALL TIMBERS IS 50 PCF.

THE BRIDGE RAILING LOAD = 85 PLF (PER SIDE).

THE DESIGN UNIT WEIGHT FOR ASPHALT IS 140 PCF.

HYDRAULIC DATA:

100 YEAR FREQUENCY

DRAINAGE AREA..........................................................................................................................................51.8 SQ MI

Q100..................................................................................................................................................................460 CFS

VELOCITY THRU STRUCTURE........................................................................................................................2.40 FPS

BRIDGE OPEN AREA THRU STRUCTURE..............................................................................................567.90 SQ FT

FLOW AREA THRU STRUCTURE............................................................................................................191.93 SQ FT

HIGH WATER ELEVATION..............................................................................................................................758.04 FT

SCOUR CRITICAL CODE

MOBILIZATION15101 LPSM 1

ITEM NO. DESCRIPTION UNITS QUANTITY

SUMMARY OF PROJECT QUANTITIES

CONSTRUCTION SURVEY AND STAKING, METHOD 1, TOLERANCE CLASS C15201 MILE

SILT FENCE15702 LNFT

REMOVAL OF OLD STRUCTURE20304 LPSM

RIPRAP, CLASS 025101 CUYD

GEOTEXTILE, TYPE IV, CLASS I

25116

SQYD

AGGREGATE BASE, GRADING D, COMPACTION METHOD B

30103

CUYD

ASPHALT CEMENT, MICHIGAN STATE DOT GRADE LVSP40312 TON

SEEDING, DRY METHOD62503 LPSM

MULCHING, DRY METHOD62509 LPSM

TEMPORARY TRAFFIC CONTROL63501 LPSM

0.108

12 INCH TIMBER PILES, FURN AND DRIVEN55102 LNFT

FURNISH PILE DRIVING EQUIPMENT55151 LPSM

TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE55706 LPSM

ROADWAY EXCAVATION20401 CUYD

TURBIDITY CURTAIN15712 SQYD 42

CLEARING AND GRUBBING, DISPOSAL METHOD F20102 ACRE 0.14

STRUCTURE EXCAVATION20801 CUYD

STRUCTURAL BACKFILL20803 CUYD

SAWCUTTING AND JOINT SEALING41406 LNFT 32

OBJECT MARKERS63306 EACH 4

SPECIFICATIONS:

GRADING:

ALL DOUGLAS FIR-LARCH TO BE GRADED PER WCLIB STANDARD GRADING RULES.

SOUTHERN PINE TO BE GRADED PER SPIB.

MATERIAL & TREATMENT:

TIMBER PRESERVATION TREATMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE AND/ OR AASHTO SPECIFICATIONS. ALL TIMBER SHALL BE COPPER NAPHTHENATE TREATED, UC4C (MINIMUM).

REFERENCE DESIGN VALUES SHOWN ARE PER AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 9TH EDITION, 2020 (U.N.O.)

PILING TO BE SOUTHERN PINE. REFERENCE DESIGN VALUES (KSI): Fco = 1.20, Fbo = 2.40, Fcpo = 0.25, Fvo = 0.11, Eo = 1,500

DECK TO BE 36" 24F-V4 DF-DF GLU-LAM. REFERENCE DESIGN VALUES (KSI): Fbo = 2.40, Fvo = 0.265, Eo = 1,800

SPREADER BEAMS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.35, Fvo = 0.17, Eo = 1,600

BRIDGE RAILPOST TO BE DOUGLAS FIR-LARCH, DENSE SELECT STRUCTURAL (POSTS AND TIMBERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.75, Fvo = 0.17, Eo = 1,700

GLU-LAM RAIL TO BE DOUGLAS FIR, COMB. SYMBOL 24F-V8, DF/DF. REFERENCE DESIGN VALUES (KSI): Fbxo = 2.40, Fbyo = 1.45, Fvxo = 0.265, Fvyo = 0.23, Exo = 1,800, Eyo = 1,600

ABUTMENT PILE CAPS TO BE DOUGLAS FIR-LARCH, NO.1 (BEAMS AND STRINGERS). REFERENCE DESIGN VALUES (KSI): Fbo = 1.35, Fvo = 0.17, Eo = 1,600

ABUTMENT BACKING TO BE DOUGLAS FIR-LARCH, NO.1 & BETTER (> 2 INCH WIDE). REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.18, Eo = 1,800

CURBS & SCUPPERS TO BE DOUGLAS FIR-LARCH NO.1 (POSTS AND TIMBERS) S1S1E. REFERENCE DESIGN VALUES (KSI): Fbo = 1.20, Fvo = 0.17, Eo = 1,600

ALL TIMBER IS ROUGH UNLESS OTHERWISE NOTED.

MISCELLANEOUS:

ALL TIMBER TO BE CUT EXACT LENGTH, DRESSED TO SIZE REQUIRED AND ALL PRACTICAL FRAMING TO BE DONE PRIOR TO TREATMENT.

ALL DECK PLANKS SHALL BE PREDRILLED PRIOR TO TREATMENT.

ALL PLANK FOR DECK PANELS SHALL BE PRECISION END TRIMMED TO LENGTH WITH 1/4" UNDERLENGTH & NO OVERLENGTH TOLERANCE PERMITTED.

DECK PANELS SHALL BE ASSEMBLED WITH 3/8" DIAMETER RING SHANK DOWELS. ALL DOWELS ARE TO BE SIMULTANEOUSLY DRIVEN WITH EQUAL FORCE USING A MECHANICAL PRESS THE FULL LENGTH OF THE DECK.

ENSURING ALL HEADS ARE FLUSH WITH THE SURFACE OF THE TIMBER PLANK. MULTIPLE IMPACT TOOLS ARE NOT TO BE USED TO SET DOWELS BECAUSE OF POTENTIAL FOR WOOD FIBER RUPTURE.

SUBMIT SHOP DRAWINGS FOR BRIDGE DECK AND RAILINGS.

DECK PANELS WILL BE DELIVERED TO JOBSITE AFTER BEING FULLY ASSEMBLED TO FABRICATION PLANT.

ALL HARDWARE TO MEET ASTM A307-97 GALVANIZED TO A153. ALL HIGH STRENGTH HARDWARE TO MEET ASTM A325 OR A449 GALVANIZED TO A153.

CONSTRUCTION NOTES:

TIMBER DECK PANELS ARE MARKED IN THE SHOP FOR USE IN FIELD PLACEMENT OF THE PANELS ON THE CAPS, e.g. A1, B1, C1, ETC.

DOWEL LAMINATED DECK:

PANEL "A" IS PLACED FIRST IN IT'S FINAL POSITION ON THE CAPS. NEXT DRILL THE 11/16" DIA. HOLES THRU PANEL INTO CAP IN EACH END OF PANEL AT THE LOCATION SHOWN AND FASTEN THE 3/4" DIA. DM. HD. DR.

SPKS. NEXT PLACE PANEL "B" SO THAT ITS UPPER SPLICE BLOCK IS DIRECTLY OVER THE LOWER SPLICE BLOCK ON PANEL "A" AND DRAW TIGHT TOGETHER. THEN DRILL THE 9/16" DIA. HOLES THRU LOWER SPLICE

BLOCK AND DRIVE THE 5/8" DM. HD. DR. SPIKES IN LOCATION SHOWN. THEN DRILL HOLES THRU PANEL INTO CAP AND FASTEN THE 3/4" DM. HD. DR. SPKS. THEREAFTER, SUCCESSIVELY PLACE PANELS "C", "D", "E", AND

"F" IN THE SAME MANNER, ENSURING ALL PANELS ARE DRAWN TIGHT TOGETHER BEFORE AND FASTENING OCCURS.

STEEL BANDING ON PANELS IS TO BE REMOVED AFTER PANELS HAVE BEEN PLACED IN THEIR FINAL POSITION ON THE CAPS.

ALL HOLES DRILLED IN THE FIELD WHERE SPIKES ARE USED ARE TO BE 1/16" SMALL THAN THE SPIKE SIZE.

ALL HOLES DRILLED FOR BOLTS ARE TO BE 1/16" LARGER THAN BOLT SIZE.

HOLES DRILLED FOR 3/4" LAG BOLTS ARE TO BE 9/16" IN DIAMETER FOR THE THREADED PORTION OF THE BOLT AND 13/16" FOR THE SHANK.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH TIMBER TO HAVE ON PLATE WASHER BETWEEN NUT & TIMBER, OR BOLT HEAD & TIMBER.

ANY NUT OR MACHINE BOLT HEAD IN DIRECT CONTACT WITH STEEL TO HAVE ONE CUT WASHER BETWEEN NUT & STEEL, OR BOLT HEAD & STEEL.

SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

ABUTMENTS TO BE BACKFILLED WITH CLEAN GRANULAR FILL PER PLAN.

ALL TIMBER CUT OR DRILLED IN THE FIELD SHALL BE TREATED WITH COPPER NAPHTHENATE.

CONSTRUCTION REQUIREMENTS SHALL CONFORM TO STATE SPECIFICATIONS UNLESS OTHERWISE NOTED.

ALTHOUGH ALL PRACTICAL PRE-FRAMING WILL BE DONE PRIOR TO TREATING, SOME CUTTING & DRILLING WILL BE REQUIRED IN THE FIELD.

REMOVING GUARDRAIL61703 LNFT 100

10 INCH GALV STEEL PILES, FURN AND DRIVEN55101 LNFT 606

STEEL SPLICE55106 EACH 10

UNDERDRAIN SYSTEM, 6 INCH60501 LNFT 80

GUARDRAIL TERMINAL, TYPE 2B61702 EACH 4

GUARDRAIL ANCHORAGE, T261706 EACH 4

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/26

/20

:1 9 J

N U :\U

-0

-F Y2

0 A E

T O

1\D W

\IN

EASTERN REGION

FR 2258-1.8

OVER

INDIAN RIVER

HIAWATHA

NATIONAL FOREST

MANISTIQUE

RANGER DISTRICT

TEMPORARY TRAFFIC

CONTROL PLAN

11/20/2020

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-00286

C-02

19 3

TRAFFIC CONTROL PLAN - ROAD CLOSURE / DETOUR

TRAFFIC CONTROL PLAN KEY

DETOUR ROUTE

SIGN

TYPE III BARRICADE

MOUNTED

ON BARRICADE

DETOUR NOTES:

THE DETOUR ROUTE IS 11.4 MILES LONG AND TAKES

APPROXIMATELY 25 MINUTES.

W20-3

R11-2

W20-3

ALL SIGNS, EXCEPT THOSE MOUNTED ON TYPE III BARRICADES

SHALL BE MOUNTED ON DRIVEN POSTS AT A 7 FOOT BOTTOM

HEIGHT.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

ROAD CLOSED

AutoCAD SHX Text

ROAD CLOSED AHEAD

AutoCAD SHX Text

FR 2258 OVER INDIAN RIVER

AutoCAD SHX Text

ROAD CLOSED AHEAD

AutoCAD SHX Text

350 FEET

AutoCAD SHX Text

ROAD CLOSED AHEAD

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

FR 2258

AutoCAD SHX Text

42 1/2 ROAD

AutoCAD SHX Text

NF-13

AutoCAD SHX Text

(2) TYPE III BARRICADES, LIGHTED AT EACH END OF WORK ZONE

AutoCAD SHX Text

(STA 11+13 - STA 12+69.39)

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/20

:1 7 J

N U :\U

-0

-F Y2

0 A E

T O

1\D W

\IN

EASTERN REGION

FR 2258-1.8

OVER

INDIAN RIVER

HIAWATHA

NATIONAL FOREST

MANISTIQUE

RANGER DISTRICT

TYPICAL SECTIONS

11/20/2020

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-00286

C-03

19 4

(STA 10+30.30 - STA 12+69.39) (@ REF PT A, STA 9+67)

(@ REF PT B, STA 10+33)

EXISTING BRIDGE SECTION

ABUTMENT JOINT DETAILEXISTING TYPICAL SECTION (STA 7+00 - STA 9+68.80)

PROPOSED APPROACH SECTION (STA 7+00 - STA 8+87) PROPOSED BRIDGE SECTION

(STA 10+33 - STA 11+13)

PROPOSED APPROACH SECTION (STA 8+87 - STA 9+67)

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

AGGREGATE BASE, GRADING D, COMPACTION METHOD B (6" MIN)

AutoCAD SHX Text

ASPHALT CEMENT, MICHIGAN STATE DOT, GRADE LVSP

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

TOP COURSE (AWI=220)

AutoCAD SHX Text 58-28

AutoCAD SHX Text

PERFORMANCE GRADE

AutoCAD SHX Text

RATE/SYD

AutoCAD SHX Text 165 #

AutoCAD SHX Text

ITEM

AutoCAD SHX Text I.D.

AutoCAD SHX Text

HMA APPLICATION TABLE

AutoCAD SHX Text

HMA BOND COAT

FOR INFORMATION ONLY

AutoCAD SHX Text

0.05-0.15 GAL

AutoCAD SHX Text

LEVEL COURSE

AutoCAD SHX Text 58-28

AutoCAD SHX Text 165 #

AutoCAD SHX Text

HMA, LVSP

AutoCAD SHX Text

HMA, LVSP

AutoCAD SHX Text 1:4

AutoCAD SHX Text

SEEDING, DRY METHOD MULCHING, DRY METHOD

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

EXISTING GROUND (TYP)

AutoCAD SHX Text

PLAN GRADE*

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

SEEDING, DRY METHOD MULCHING, DRY METHOD

AutoCAD SHX Text

33.0' EXISTING R.O.W.

AutoCAD SHX Text

33.0' EXISTING R.O.W.

ROADWAY EXCAVATION

AutoCAD SHX Text

6" DECK

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

VARIES

EX GRADE

AutoCAD SHX Text

33.0' EXISTING R.O.W.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

33.0' EXISTING R.O.W.

AutoCAD SHX Text

2" EXISTING ASPHALT

AutoCAD SHX Text

6" EXISTING GRAVEL

AutoCAD SHX Text 3/4" DEEP SAWCUT JOINT, FILL WITH HOT POURABLE ASPHALT PAID FOR AS: SAWCUTTING AND JOINT SEALING

AutoCAD SHX Text STAINLESS STEEL 'T' CONTINUOUS @ ENDS OF ABUTMENTS, 18 GA. MIN. ATTACHED TO WOOD W/ SS NAILS OR SCREWS TO PREVENT DISPLACEMENT DURING PAVING INCLUDED IN: SAWCUTTING AND JOINT SEALING

AutoCAD SHX Text

GEOTEXTILE AND/OR BITUMINOUS COATING INCLUDED IN: SAWCUTTING AND JOINT SEALING

AutoCAD SHX Text

TIMBER BRIDGE

AutoCAD SHX Text

TIMBER BRIDGE

AutoCAD SHX Text

PAVING MEMBRANE

AutoCAD SHX Text

4 3/8" ASPHALT @

AutoCAD SHX Text

REF PT A OR B

36" THICK LONGITUDINAL PANEL-LAM DECK WITH SHIPLAP JOINTS

AutoCAD SHX Text 3x4 PAVING STRIP

AutoCAD SHX Text

(PLAN GRADE) 4 3/8" HMA @

AutoCAD SHX Text

TIMBER RAIL, CURB, AND SCUPPER ASSEMBLY

AutoCAD SHX Text

ASPHALT CEMENT, MICHIGAN STATE DOT, GRADE LVSP

AutoCAD SHX Text

2 1/2" HMA @ EDGE

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

TOP COURSE (AWI=220)

AutoCAD SHX Text 58-28

AutoCAD SHX Text

PERFORMANCE GRADE

AutoCAD SHX Text

RATE/SYD

AutoCAD SHX Text 165 #

AutoCAD SHX Text

ITEM

AutoCAD SHX Text I.D.

AutoCAD SHX Text

HMA APPLICATION TABLE

AutoCAD SHX Text

HMA BOND COAT

AutoCAD SHX Text

FOR INFORMATION ONLY

AutoCAD SHX Text

0.05-0.15 GAL

AutoCAD SHX Text

LEVEL COURSE

AutoCAD SHX Text 58-28

AutoCAD SHX Text 214 #

AutoCAD SHX Text

HMA, LVSP

AutoCAD SHX Text

HMA, LVSP

AutoCAD SHX Text

PAVING MEMBRANE

AutoCAD SHX Text

CIP CONCRETE TEE BEAM (TYP.)

AutoCAD SHX Text 1:4

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

AGGREGATE BASE, GRADING D, COMPACTION METHOD B (6" MIN)

AutoCAD SHX Text

ASPHALT CEMENT, MICHIGAN STATE DOT, GRADE LVSP

1:4

AutoCAD SHX Text

SEEDING, DRY METHOD MULCHING, DRY METHOD

AutoCAD SHX Text

EXISTING GROUND (TYP)

AutoCAD SHX Text

PLAN GRADE*

AutoCAD SHX Text 2.0%

AutoCAD SHX Text

SEEDING, DRY METHOD MULCHING, DRY METHOD

AutoCAD SHX Text

33.0' EXISTING R.O.W.

AutoCAD SHX Text

33.0' EXISTING R.O.W.

AutoCAD SHX Text

ROADWAY EXCAVATION

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text 1:4

AutoCAD SHX Text

GUARDRAIL ANCHORAGE, T2 OR GUARDRAIL TERMINAL, TYPE 2B (SEE PLANS)

AutoCAD SHX Text

NOTE: DETAIL NOT APPLICABLE FOR BID ALTERNATIVE.

AutoCAD SHX Text

NOTE: BID ALTERNATIVE DOES NOT INCLUDE ASPHALT APPROACHES.

AutoCAD SHX Text

NOTE: BID ALTERNATIVE DOES NOT INCLUDE ASPHALT APPROACHES.

IN LIEU OF ASPHALT, BID ALTERNATIVE INCLUDES FOR (2) SIDE BY SIDE 2X12 RUNNING PLANKS PER WHEEL LINE. PLANKS TO BE FASTENED WITH (2) 3/4" DIA. X 3 1/2" LONG STAINLESS STEEL COUNTERSUNK, DOME HEAD FASTENERS @ 12" ON-CENTER PER PLANK, OR AS SPECIFIED PER MANUFACTURER. PLANK MATERIAL AND INSTALLATION TO BE INCLUDED WITH "TREADED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE".

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/26

/20

:1 9 J

N U :\U

-0

-F Y2

0 A E

T O

1\D W

\IN

EASTERN REGION

FR 2258-1.8

OVER

INDIAN RIVER

HIAWATHA

NATIONAL FOREST

MANISTIQUE

RANGER DISTRICT

PLAN & PROFILE

11/20/2020

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-00286

C-04

19 5

GENERAL PROFILE

I N

D I A

I V

E R

I N

D I A

I V

E R

LEGEND

GENERAL PLAN OF SITE

GENERAL NOTES:

SOIL EROSION CONTROL REQUIREMENTS

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1" = 20' (HORIZONTAL) 1" = 5' (VERTICAL)

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

HORIZONTAL AND VERTICAL CONTROL

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

STA / OFFSET

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text

EASTING

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

POINT

AutoCAD SHX Text

CP1

AutoCAD SHX Text

----- / 16.7' RT

AutoCAD SHX Text 26350594.9293

AutoCAD SHX Text 510127.2361

AutoCAD SHX Text 773.72

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

8+95 / 9.1' RT

AutoCAD SHX Text 768.30

AutoCAD SHX Text

11+36 / 11.3' LT

AutoCAD SHX Text 769.70

AutoCAD SHX Text

10+45 / 0.1' RT

AutoCAD SHX Text 767.39

AutoCAD SHX Text

9+61 / 0.3' RT

AutoCAD SHX Text 767.11

AutoCAD SHX Text

----- / 11.9' LT

AutoCAD SHX Text 775.74

AutoCAD SHX Text

EXISTING PROFILE ELEVATION AT CL

AutoCAD SHX Text

PROPOSED PROFILE ELEVATION AT CL

AutoCAD SHX Text

PROPOSED ROAD PROFILE AT CL

AutoCAD SHX Text

EXISTING ROAD PROFILE AT CL

AutoCAD SHX Text

Q100 WSE = 758.04'

AutoCAD SHX Text

PROP. LOW CHORD = 763.99'

AutoCAD SHX Text

PROPOSED STRUCTURE

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

PROPERTY OWNER: HIAWATHA NATIONAL FOREST

AutoCAD SHX Text

PROPERTY OWNER: HIAWATHA NATIONAL FOREST

AutoCAD SHX Text

PROPERTY OWNER: HIAWATHA NATIONAL FOREST

AutoCAD SHX Text

PROPERTY OWNER: HIAWATHA NATIONAL FOREST

AutoCAD SHX Text

SURVEY AND CONSTRUCTION CENTERLINE

AutoCAD SHX Text

PROPOSED 16' WIDE HMA AND 1' WIDE GRAVEL SHOULDERS WITH 1 ON 4 SIDE SLOPES (TYP)

AutoCAD SHX Text

PROPOSED SLOPE STAKE LINE (TYP)

AutoCAD SHX Text R.O.W.

AutoCAD SHX Text

P.O.B. REF PT "C"

AutoCAD SHX Text

P.O.E. REF PT "D"

AutoCAD SHX Text EXISTING BRIDGE (TO BE REMOVED) CL STA 10+00: 61.5 FOOT (OVERALL LENGTH) x 18 FOOT WIDE (O-O) SINGLE SPAN, CONCRETE BRIDGE CONSISTING OF (4) 1.5'x3' CONCRETE TEE BEAMS, A 6" CONCRETE DECK, AND CONCRETE RAILINGS, AND CONCRETE ABUTMENTS ON DEEP TIMBER PILE FOUNDATION.

AutoCAD SHX Text

SILT FENCE (TYP)

AutoCAD SHX Text

OBS WSE = 757.05' 5-12-2020

AutoCAD SHX Text REF PT "C" P.O.B. MATCH EXISTING N:510534.4005 E:26350488.93 STA: 7+00.00 ELEV: 773.58

AutoCAD SHX Text REF PT "D" P.O.E. MATCH EXISTING N:510591.6628 E:26350476.7900 STA: 12+69.39 ELEV: 775.08

AutoCAD SHX Text

REF PT "A" STA: 9+67.00 ELEV: 767.35'

AutoCAD SHX Text

REF PT "B" STA: 10+33.00 ELEV: 767.29'

AutoCAD SHX Text PROPOSED BRIDGE, CL STA 10+00: 66 FOOT (OVERALL LENGTH) x 18 FOOT WIDE (O-O) SINGLE SPAN, TIMBER PANEL-LAM BRIDGE CONSISTING OF 36 INCH THICK LONGITUDINAL TIMBER PANEL-LAM DECK WITH AN ASPHALT SURFACE, TIMBER RAILINGS, AND STEEL PILE BENT ABUTMENTS.

AutoCAD SHX Text

REF PT "A"

AutoCAD SHX Text

REF PT "B"

AutoCAD SHX Text

CP2

AutoCAD SHX Text

CP3

AutoCAD SHX Text

CP10

AutoCAD SHX Text

CP11

AutoCAD SHX Text

CP12

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

PK TEMP

AutoCAD SHX Text

PK TEMP

AutoCAD SHX Text

SPK TEMP

AutoCAD SHX Text 26350513.6790

AutoCAD SHX Text 510462.1155

AutoCAD SHX Text 26350443.4123

AutoCAD SHX Text 510694.6571

AutoCAD SHX Text 26350473.5681

AutoCAD SHX Text 510607.2297

AutoCAD SHX Text 26350491.1553

AutoCAD SHX Text 510525.3327

AutoCAD SHX Text 26350395.2107

AutoCAD SHX Text 510838.4880

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

RIGHT OF WAY (R.O.W.)

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EDGE OF BIT

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

12+04 / 106.9' RT

AutoCAD SHX Text 772.71

AutoCAD SHX Text

BMTT36B

AutoCAD SHX Text

USGS

AutoCAD SHX Text 26350539.5428

AutoCAD SHX Text 510793.5705

AutoCAD SHX Text

10+62 / 19.7' LT

AutoCAD SHX Text 767.78

AutoCAD SHX Text

BM5

AutoCAD SHX Text

SPK 14 IN WPINE

AutoCAD SHX Text 26350450.3133

AutoCAD SHX Text 510621.6392

AutoCAD SHX Text

9+27 / 24.1' LT

AutoCAD SHX Text 766.49

AutoCAD SHX Text

BM6

AutoCAD SHX Text

SPK 20 IN WPINE

AutoCAD SHX Text 26350473.5948

AutoCAD SHX Text 510487.4218

AutoCAD SHX Text

1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY AND PERMANENT RELOCATIONS FOR CONSTRUCTION OPERATIONS SUCH THAT UTILITIES DO NOT INTERFERE WITH THE TEMPORARY OR PERMANENT WORK TO BE COMPLETED. 2. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION OF WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION. 3. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING OR PROPOSED STRUCTURE. IF DEBRIS FALLS INTO THE WATERWAY IT SHALL BE REMOVED WITHIN 24 HOURS. 4. DATUM REFERS TO NAVD88. DATUM REFERS TO NAVD88. 5. REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT CENTERLINE REFERENCE POINTS "A" AND "B" REFER TO FINISH GRADE AT CENTERLINE AT THE ENDS OF THE BRIDGE SLAB. 6. PROVIDE SMOOTH TRANSITION FROM EXISTING TO PROPOSED ROADWAY AT PROVIDE SMOOTH TRANSITION FROM EXISTING TO PROPOSED ROADWAY AT REFERENCE POINTS "C" AND "D". FADE OR EXTEND PROFILE SLIGHTLY AS REQUIRED. 7. SURVEY WAS COMPLETED BY UPEA FOR THIS PROJECT ON 5-15-2020. SURVEY WAS COMPLETED BY UPEA FOR THIS PROJECT ON 5-15-2020.

AutoCAD SHX Text

SEEDING WITH MULCH AND/OR MATTING

AutoCAD SHX Text FACILITATES ESTABLISHMENT OF VEGETATIVE COVER. EFFECTIVE FOR DRAINAGEWAYS WITH LOW VELOCITY. EASILY PLACED IN SMALL QUANTITIES BY INEXPERIENCED PERSONNEL. SHOULD INCLUDE PREPARED TOPSOIL BED. EROSION MAT WITH NETTING IS PROHIBITED.

AutoCAD SHX Text

KEY

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

CHARACTERISTICS

AutoCAD SHX Text

RIPRAP, RUBBLE, GABIONS

AutoCAD SHX Text USED WHERE VEGETATION IS NOT EASILY ESTABLISHED. EFFECTIVE FOR HIGH VELOCITIES OR HIGH CONCENTRATIONS. PERMITS RUNOFF TO INFILTRATE SOIL. DISSIPATES ENERGY FLOW AT SYSTEM OUTLETS.

AutoCAD SHX Text

AGGREGATE COVER

AutoCAD SHX Text STABILIZES SOIL SURFACE THUS MINIMIZING EROSION. PERMITS CONSTRUCTION TRAFFIC IN ADVERSE WEATHER. MAY BE USED AS PART OF PERMANENT BASE CONSTRUCTION OF PAVED AREAS.

AutoCAD SHX Text

PAVING

AutoCAD SHX Text PROTECTS AREAS WHICH CANNOT OTHERWISE BE PROTECTED BUT INCREASES RUNOFF VOLUME AND VELOCITY.

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

FILTERS AND DETAINS RUNOFF.

AutoCAD SHX Text

CLEARING AND GRUBBING, DISPOSAL METHOD F (TYP.)

AutoCAD SHX Text

REMOVING GUARDRAIL AND WARNING SIGNS (ALL QUADRANTS)

AutoCAD SHX Text

GUARDRAIL ANCHORAGE, T2 (TYP)

AutoCAD SHX Text

GUARDRAIL TERMINAL, TYPE 2B (TYP)

AutoCAD SHX Text

PROP. LOW CHORD = 763.93'

AutoCAD SHX Text

POST 1 STA.11+13, 9.50'RT

AutoCAD SHX Text

POST 1 STA.11+13, 9.50'LT

AutoCAD SHX Text

POST 1 STA.8+87, 9.50'RT

POST 1 STA.11+13, 9.50'LT

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/26

/20

:1 9 J

N U :\U

-0

-F Y2

0 A E

T O

1\D W

\IN

EASTERN REGION

FR 2258-1.8

OVER

INDIAN RIVER

HIAWATHA

NATIONAL FOREST

MANISTIQUE

RANGER DISTRICT

PLAN OF STRUCTURE

11/20/2020

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-00286

C-05

19 6

BRIDGE PLAN

BRIDGE ELEVATION

FOREST ROAD 2258

I N

D I A

I V

E R

R O

A D

W A

B C-07 C-07

RIPRAP DETAIL

10+00

A C-07

GENERAL NOTES:

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1" = 10'-0"

AutoCAD SHX Text

ASPHALT CEMENT, MICHIGAN STATE DOT, GRADE LVSP (TYP)

AutoCAD SHX Text

AGGREGATE BASE, GRADING D, COMPACTION METHOD B (TYP)

AutoCAD SHX Text

PROPOSED RIPRAP, CLASS 0 (TYP)

AutoCAD SHX Text

Q100 WSE =758.04

AutoCAD SHX Text

SCALE: 1" = 10'-0"

AutoCAD SHX Text

STREAM BED EL 752' (+/-)

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

GEOTEXTILE, TYPE IV, CLASS I TO BE PLACED UNDER ALL AREAS OF RIPRAP, CLASS 0

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

REF PT "B" STA: 10+33 (END OF SLAB)

AutoCAD SHX Text

REF PT "A" STA: 9+67 (END OF SLAB)

AutoCAD SHX Text

OBS WSE = 757.05' (5-12-2020)

AutoCAD SHX Text

LOW CHORD = 763.99'

AutoCAD SHX Text

TURBIDITY CURTAIN (TYP)

AutoCAD SHX Text

TURBIDITY CURTAIN

AutoCAD SHX Text

PROPOSED RIPRAP, CLASS 0 (TYP)

AutoCAD SHX Text

AGGREGATE BASE, GRADING D, COMPACTION METHOD B (6" MIN)

AutoCAD SHX Text

LIMITS OF: STRUCTURE EXCAVATION AND STRUCTURAL BACKFILL (BOTH ABUTMENTS)

AutoCAD SHX Text

SAWCUTTING AND JOINT SEALING

AutoCAD SHX Text

SAWCUTTING AND JOINT SEALING

AutoCAD SHX Text

SAWCUTTING AND JOINT SEALING (END OF SLAB)

AutoCAD SHX Text

12 INCH TIMBER PILES, FURN AND DRIVEN (TYP)

AutoCAD SHX Text

AGGREGATE BASE, GRADING D, COMPACTION METHOD B (6" MIN)

AutoCAD SHX Text

SAWCUTTING AND JOINT SEALING (END OF SLAB)

AutoCAD SHX Text

AutoCAD SHX Text 10 "x6" GLU-LAM RAIL 34"x6" GLU-LAM RAIL (TYP.)

AutoCAD SHX Text

760.80 (±)

AutoCAD SHX Text

SILT FENCE (TYP)

AutoCAD SHX Text 759.77

AutoCAD SHX Text 759.88

AutoCAD SHX Text

EXISTING GROUND AT TOE (758.30 NORTH AND SOUTH)

AutoCAD SHX Text 10 INCH GALV STEEL PILES, FURN AND DRIVEN (HP10x42)(UNDER BRIDGE) 12 INCH TIMBER PILES, FURN AND DRIVEN (AT WINGS) (SEE C-06)

AutoCAD SHX Text

1. BURY A MINIMUM OF TWO BACKING PLANKS AS SHOWN. BURY A MINIMUM OF TWO BACKING PLANKS AS SHOWN. 2. PANEL WIDTHS SHOWN AS APPROXIMATE. PANEL WIDTHS PER PANEL WIDTHS SHOWN AS APPROXIMATE. PANEL WIDTHS PER MANUFACTURER. 3. RAILING NOT SHOWN ON PLAN VIEW FOR CLARITY. RAILING NOT SHOWN ON PLAN VIEW FOR CLARITY. 4. PAVING NOT SHOWN ON BRIDGE FOR CLARITY.PAVING NOT SHOWN ON BRIDGE FOR CLARITY.

AutoCAD SHX Text

OBJECT MARKER SIGN (OM3-R)

AutoCAD SHX Text

OBJECT MARKER SIGN (OM3-L)

AutoCAD SHX Text

OBJECT MARKER SIGN (OM3-R)

AutoCAD SHX Text 10 INCH, GALV STEEL PILES, FURN AND DRIVEN (HP10x42)

AutoCAD SHX Text 10 INCH GALV STEEL PILES, FURN AND DRIVEN (HP10x42)(UNDER BRIDGE) 12 INCH TIMBER PILES, FURN AND DRIVEN (AT WINGS) (SEE C-06)

AutoCAD SHX Text 6"x12"x3'-0" SCUPPERS, S1S1E (TYP.)

AutoCAD SHX Text

(SPREADER BEAM SPACING)

AutoCAD SHX Text 6"x12"x17'-1" CURB, S1S1E (TYP.)

AutoCAD SHX Text 6"x12"x15'-11" CURB, S1S1E (TYP.)

AutoCAD SHX Text

OBJECT MARKER SIGN (OM3-R)

AutoCAD SHX Text

CONTRACTOR TO USE TURBIDITY CURTAIN AS NECESSARY IN THE EVENT OF HIGH WATER.

AutoCAD SHX Text

EXISTING RIPRAP ARMORING THE CHANNEL TO REMAIN IN PLACE (BOTH SIDES)

AutoCAD SHX Text

REMOVING GUARDRAIL AND WARNING SIGNS (ALL QUADRANTS)

AutoCAD SHX Text

UNDERDRAIN SYSTEM, 6 INCH (TYP.) INV. EL. 762.00

UNDERDRAIN SYSTEM, 6 INCH (TYP) (OUTLET ENDING AS APPROVED BY THE C.O., TYP ALL QUADRANTS) (40 LNFT EA SIDE)

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/26

/20

:1 9 J

N U :\U

-0

-F Y2

0 A E

T O

1\D W

\IN

EASTERN REGION

FR 2258-1.8

OVER

INDIAN RIVER

HIAWATHA

NATIONAL FOREST

MANISTIQUE

RANGER DISTRICT

ABUTMENT

PLAN & ELEVATION

11/20/2020

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-00286

C-06

19 7

GENERAL NOTES:

SEE SHEET C-01 FOR A LIST OF ALL MATERIAL GRADES.

ALL TIMBER (EXCEPT PILES) AND HARDWARE IS TO BE PAID FOR AS:

TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE

STEEL PILE CAP PLATES, WELDING, AND HARDWARE TO INCLUDED WITH:

10 INCH GALV STEEL PILES, FURN AND DRIVEN.

GEOTEXTILE FABRIC TO BE STAPLED TO BACKSIDE OF ABUTMENTS AND WINGS.

ABUTMENT PLAN

ABUTMENT ELEVATION (FRONT FACE)

ABUTMENT SECTION A-A

1 5 6 7 8

ROADWAY

STEEL PILE CAP PLATE DETAIL

B B

STEEL PILE SPLICE DETAILS

NOTE 1: BACK GOUGE AND GRIND EDGE PREPARATION SMOOTH.

* DRILL OR FLAME CUT CIRCULAR HANDLING HOLE. GRIND FLAME CUT

HOLE TO MAKE CIRCULAR AND REMOVE HARDENED EDGE OR CUT OFF

SECTION OF PILE WITH FLAME CUT HOLE PRIOR TO SPLICING OR

CONCRETE PLACEMENT. HOLES IN FLANGES ARE PERMITTED FOR

HANDLING ONLY IF THAT PORTION OF THE PILE IS CUT OFF PRIOR TO

SPLICING.

DETAIL A

STEEL PILE SECTION B-B

NOTE 2: GALVANIZED STEEL IS NOT REQUIRED FOR PILE SECTIONS BELOW GRADE.

NOTE 3: ALL PILE SPLICES SHALL BE BELOW GRADE.

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text FASTEN WING CAP TO BACKING WITH 60d NAILS @ 18" O.C.

AutoCAD SHX Text 5/8" x 11 1/2" DM. HD. DR. SPIKE, WING CAP TO PILE (TYP)

AutoCAD SHX Text

CL ABUTMENT

AutoCAD SHX Text

REF PT "A" OR "B"

AutoCAD SHX Text 4" x 14" x 8'-0" WING CAP (TYP)

AutoCAD SHX Text

36" DECK SHOWN FOR REFERENCE

AutoCAD SHX Text 12" x 12" x 18'-0" ABUTMENT CAP, ATTACH PER DETAILS BELOW (TYP)

AutoCAD SHX Text FASTEN WING CAP TO DECK W/ TOE-NAILED 60d NAILS

AutoCAD SHX Text

12 INCH TIMBER PILES, FURN AND DRIVEN

AutoCAD SHX Text 4" x 12" BACKING, S1S1E (TYP) FASTEN TO TIMBER WINGWALL PILES W/ (2) 70d NAILS AT EACH INTERSECTION

AutoCAD SHX Text 10 INCH GALV STEEL PILES, FURN AND DRIVEN (HP10x42)(PILES 3-7)

AutoCAD SHX Text

12 INCH TIMBER PILES, FURN AND DRIVEN

AutoCAD SHX Text

GALV CLIP PILE TO BACKING (TYP.)

AutoCAD SHX Text 4" x 12" BACKING, S1S1E (TYP)

AutoCAD SHX Text

36" PREFABRICATED PANEL

AutoCAD SHX Text 12" x 12" ABUTMENT CAP

AutoCAD SHX Text

GALV CLIP TO BACKING (TYP.)

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

AutoCAD SHX Text 12 OZ GEOTEXTILE, STAPLE IN PLACE GEOTEXTILE TO BE INCLUDED WITH ITEM: "SAWCUTTING AND JOINT SEALING" FOR BID ALTERNATIVE, INCLUDE WITH: "TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

STREAM FACE OF ABUTMENT CAP

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

AutoCAD SHX Text 5" LONG x 3 1/2" WIDE x 12 GA GALV CLIP WITH 1 3/4" WIDE x 1/2" COPING (5) PER PILE. (2) 20d NAILS TO BACKING PER CLIP

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text 10 INCH GALV STEEL PILE (HP10x42)

AutoCAD SHX Text

PILE EXTENSION

AutoCAD SHX Text

DRIVEN PILE

AutoCAD SHX Text

D/4" MAX.HANDLING HOLE*

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 45°

AutoCAD SHX Text

(TYP.) SEE NOTE 1

AutoCAD SHX Text 3/4"x14" DM. HD. BOLT W/ (1) 3/4" CUT WASHER & 3/4" LOCK NUT, FIELD C'BORE BOLT W/3 1/2" x1/2" DEEP C'BORE

AutoCAD SHX Text

TIMBER ABUTMENT CAP

AutoCAD SHX Text 5/16"

AutoCAD SHX Text GALV 11"x11"x3/4"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text FASTEN BACKING TO DECK WITH 70d NAILS (TYP)

AutoCAD SHX Text

PILES

AutoCAD SHX Text

HOLES

AutoCAD SHX Text

ABUTMENT BACKING

AutoCAD SHX Text

GALV. OR COPPER CAP OR COPPER CAP (TYP, ALL)

AutoCAD SHX Text 1.0%

1.0%

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/26

/20

:1 9 J

N U :\U

-0

-F Y2

0 A E

T O

1\D W

\IN

EASTERN REGION

FR 2258-1.8

OVER

INDIAN RIVER

HIAWATHA

NATIONAL FOREST

MANISTIQUE

RANGER DISTRICT

SOIL BORINGS

11/20/2020

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-00286

C-07

19 8

SB-01

SB-02

SOIL BORINGS BY:

NOTES:

FOREST ROAD 2258

I N

D I A

I V

E R

SB-01 SB-02

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

STA 10+37 EL 767.0

AutoCAD SHX Text

STA 9+64 EL 767.1

AutoCAD SHX Text E.O.B.

AutoCAD SHX Text 767.0

AutoCAD SHX Text

AutoCAD SHX Text AMERICAN ENGINEERING TESTING, INC. 3194 MARKET STREET, SUITE D GREEN BAY, WISCONSIN 54304 BORING DATES: MAY 15, 2020

AutoCAD SHX Text NUMBER IN CIRCLES DENOTE THE 'N' VALUE IN BLOWS PER FOOT BY USING A 2" O.D. SPLIT SPOON SAMPLER AND A 140 POUND HAMMER FALLING 30". WATER LEVELS MAY BE INFLUENCED BY RESIDUAL BORING WATER. THE SOIL BORING LOGS REPRESENT POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY IMPLIES THAT SUB-SURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN THE EXACT LOCATION OF THE BORING. TOTAL SCOUR DEPTH SHOWN ON BORINGS IS AS CALCULATED BY UPEA WITH HEC-RAS SOFTWARE BASED ON CONDITIONS WITHOUT THE RIPRAP SCOUR COUNTERMEASURES SHOWN WITHIN THIS PLAN. M.P.P. - MINIMUM PILE PENETRATION ELEVATION E.P.P. - ESTIMATED PILE PENETRATION ELEVATION

AutoCAD SHX Text

PROPOSED BRIDGE

AutoCAD SHX Text

AutoCAD SHX Text 767.1

AutoCAD SHX Text

FILL, SAND WITH SILT AND GRAVEL, BROWN

AutoCAD SHX Text

FILL, SAND WITH SILT AND GRAVEL, BROWN

AutoCAD SHX Text

AUGER REFUSAL

AutoCAD SHX Text

AUGER REFUSAL

AutoCAD SHX Text

AutoCAD SHX Text 765.1

AutoCAD SHX Text 762.6

AutoCAD SHX Text 760.1

AutoCAD SHX Text 757.6

AutoCAD SHX Text 752.6

AutoCAD SHX Text 739.1

AutoCAD SHX Text 734.1

AutoCAD SHX Text 724.1

AutoCAD SHX Text 719.1

AutoCAD SHX Text 713.8

AutoCAD SHX Text 712.8

AutoCAD SHX Text

FILL, SAND, A LITTLE GRAVEL, BROWN AND LIGHT BROWN

AutoCAD SHX Text

FILL, MOSTLY SAND, SOME SLIGHTLY ORGANIC SILTY SAND, BROWN AND BLACK

AutoCAD SHX Text

FILL, SLIGHTLY ORGANIC SILTY SAND, TRACE ROOTS, BLACK

AutoCAD SHX Text

FILL, SAND, WITH WOOD, GRAYISH BROWN

AutoCAD SHX Text

SAND, MEDIUM TO COARSE GRAINED, BROWN, WATER BEARING, MEDIUM DENSE (SP)

AutoCAD SHX Text

SAND, COARSE GRAINED, WITH GRAVEL, GRAYISH BROWN, WATER BEARING, LOOSE (SP)

AutoCAD SHX Text

SAND, MEDIUM TO COARSE GRAINED, BROWN, WATER BEARING, MEDIUM DENSE (SP)

AutoCAD SHX Text

SILTY SAND, LIGHT REDDISH BROWN, WET, LOOSE (SM)

AutoCAD SHX Text

SILTY SAND, A LITTLE GRAVEL, PINKISH GRAY, WET, MEDIUM DENSE (SM)

AutoCAD SHX Text

POSSIBLE BEDROCK, DARK GRAY AND WHITE

AutoCAD SHX Text

AutoCAD SHX Text 766.0

AutoCAD SHX Text 762.5

AutoCAD SHX Text 754.0

AutoCAD SHX Text 749.0

AutoCAD SHX Text 744.0

AutoCAD SHX Text 734.0

AutoCAD SHX Text 724.0

AutoCAD SHX Text 719.0

AutoCAD SHX Text 712.3

AutoCAD SHX Text 711.2

AutoCAD SHX Text

FILL, SAND, LIGHT REDDISH BROWN

AutoCAD SHX Text

SILTY SAND, DARK REDDISH BROWN, MOIST TO WET, LOOSE, POSSIBLE FILL (SM)

AutoCAD SHX Text

SAND, FINE TO MEDIUM GRAINED, LIGHT REDDISH BROWN, WATER BEARING, LOOSE (SP)

AutoCAD SHX Text SAND, MEDIUM TO COARSE GRAINED, BROWN AND REDDISH BROWN, WATER BEARING, MEDIUM DENSE (SP)

AutoCAD SHX Text

SAND, FINE GRAINED, LIGHT REDDISH BROWN, WATER BEARING, MEDIUM DENSE (SP)

AutoCAD SHX Text SAND, FINE TO COARSE GRAINED, WITH GRAVEL, GRAYISH BROWN, WATER BEARING, MEDIUM DENSE (SP)

AutoCAD SHX Text

SAND, FINE GRAINED, REDDISH BROWN, WATER BEARING, MEDIUM DENSE (SP)

AutoCAD SHX Text

SILTY SAND, WITH GRAVEL, PINKISH GRAY, WET, LOOSE (SM)

AutoCAD SHX Text

POSSIBLE BEDROCK, DARK GRAY AND WHITE

AutoCAD SHX Text

M.P.P. & E.P.P. (BEARING PILES)

AutoCAD SHX Text

M.P.P. & E.P.P. (BEARING PILES)

AutoCAD SHX Text 759.2

AutoCAD SHX Text

TOTAL SCOUR

AutoCAD SHX Text 759.2

TOTAL SCOUR

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/26

/20

:1 9 J

N U :\U

-0

-F Y2

0 A E

T O

1\D W

\IN

EASTERN REGION

FR 2258-1.8

OVER

INDIAN RIVER

HIAWATHA

NATIONAL FOREST

MANISTIQUE

RANGER DISTRICT

STRUCTURE

DETAILS

11/20/2020

G.JUNTTILA

J.ALLEN

S. WRIGHT

U28-00286

C-08

19 9

NOTES:

ALL HARDWARE PENETRATING THE TOP OR BOTTOM EDGE OF THE DECK PLANK SHALL PASS THROUGH THE CENTER OF THAT DIMENSION.

FIELD DRILLED HOLES IN THE LOWER SPLICE BLOCK OF EACH PANEL ARE TO BE DRILLED COMPLETELY THROUGH THE BLOCK TO PREVENT SPLITTING

WHEN INSTALLING THE 5/8" DRIVE SPIKES.

THE CONTRACTOR SHALL INSTALL NELSON 8" COMPOSITE SHIMS OR EQUAL (SUPPLIED BY BRIDGE MANUFACTURER) IN ALL LOCATIONS WHERE THE

TOP OF THE SPREADER BEAM DOES NOT CONTACT THE BOTTOM OF THE DECK USING MULTIPLE SHIMS AS REQUIRED TO SHIM ENTIRE BOARD WIDTH.

ONCE INSERTED, INSTALL A #8 x 1-1/2" LONG COATED DECK SCREW BEHIND EACH SHIM TO HOLD TIGHT IN PLACE. THE CONTRACTOR SHALL

RE-TIGHTEN ALL NUTS ON THE LAST DAY OF CONSTRUCTION IN THE PRESENCE OF THE CONTRACTING OFFICER TO ENSURE ALL NUTS ARE PROPERLY

TIGHTENED. SET THREADS ON ALL BOLTS AT NUT WITH A CENTER PUNCH AFTER TIGHTENING.

HIGH STRENGTH (A449) DOME HEAD BOLTS DO NOT HAVE FINS UNDER THE HEAD AT THE SHANK.

FASTEN 3"x4" PAVING STRIP, S4S, TO DECK W/ (2) 60d NAILS @ 18" CENTERS. PRE-DRILL HOLES TO AVOID SPLITTING. PAVING STRIPS ARE NOT

APPLICABLE FOR BID ALTERNATIVE.

ALL TIMBER AND HARDWARE SHOWN SHALL BE PAID FOR AS: TREATED STRUCTURAL TIMBER, SUPERSTRUCTURE AND SUBSTRUCTURE.

CONTRACTOR SHOULD BE AWARE OF THE POTENTIAL TO HIT THE R.S. NAILS IN THE PREFABRICATED DECK PANELS WHEN INSTALLING THE CURB

BOLTS FOR THE CURB & SCUPPER ATTACHMENT. A 3/4" HOLE SAW IS RECOMMENDED IN DRILLING THROUGH THE R.S. NAILS FOR THIS ATTACHMENT.

SECTION THRU DECK AT ABUTMENT SECTION THRU DECK AT SPREADER BEAM

SECTION AT RAILPOST SECTION A-A CURB & SCUPPER ASSEMBLY

BEVEL DETAIL AT RAIL AND BLOCKBEVEL DETAIL AT RAILPOST

ROADWAY

SHIMMING DETAIL

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

SCALE: 1" = 2'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 6"x12" CURB, S1S1E

AutoCAD SHX Text 6"x12" SCUPPER, S1S1E

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 10 1/2"x6"x8" GLU-LAM RAILPOST BLOCK, S1S (5 1/2")

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 10 1/2"x6"x8" GLU-LAM RAILPOST BLOCK, S1S (5 1/2")

AutoCAD SHX Text 10 3/4"x6" GLU-LAM RAIL

AutoCAD SHX Text 3/4"x30" DM. HD. DR. SPK. DECK REINFORCEMENT, (TYP.)

AutoCAD SHX Text 6"x12"x3'-0" SCUPPER, S1S1E (TYP.)

AutoCAD SHX Text

4" SPLIT RING CONNECTORS

AutoCAD SHX Text 3/4"x48" DM. HD. BOLT (A449) WITH (1) 4"x4"x5/16" WASHER (UNDER NUT) & (1) 4" WASHER(UNDER HEAD) PER BOLT, CURB TO DECK, FIELD DRILL DECK 4

AutoCAD SHX Text