Polk Patch Plans Final 02142018.pdf

PDF 2 MB Posted Mar 14, 2018

Attached to: Squirrel Town & Polk Patch Bridges, Hoosier NF Federal contract opportunity
Solicitation number: 12-52B1-18-Q-0016
Issued by: Department of Agriculture Forest Service R9-Eastern Region

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Polk patch plans

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Other files attached to Squirrel Town & Polk Patch Bridges, Hoosier NF, newest first.
File	Type	Posted
SF1442_cover_sheet.pdf	PDF	Mar 14, 2018
Squirrel Town Plans FInal 02142018.pdf	PDF	Mar 14, 2018
wage_det.docx	DOCX document	Mar 14, 2018
rfp.docx	DOCX document	Mar 14, 2018

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

GENERAL NOTES

SPECIFICATIONS : THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP 03 - US CUSTOMARY UNITS) AS

MODIFIED FOR THIS CONTRACT.

GEOTECHNICAL REPORT : A GEOTECHNICAL REPORT IS NOT AVAILABLE. ROAD EMBANKMENT SOILS CONSIST OF UNCLASSIFIED BORROW ON TOP OF NATIVE SOILS AND SHALLOW BEDROCK. SEE SHEET 3 FOR APPROXIMATE BEDROCK ELEVATIONS. SEE NATURAL RESOURCES CONSERVATION SERVICE SOIL SURVEY FOR

OTHER NEAR-SURFACE SOILS IN THE AREA

UTILITIES : THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE..

BAT WORK WINDOW : SEPTEMBER 15 TO APRIL 15

HOURS OF OPERATION : 0600 - 1800 M-F, NO FED HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO.

ROAD CLOSURE: PROVIDE TYPE 3 BARRIERS WITH "ROAD CLOSED" SIGN AT NEAREST INTERSECTIONS FROM CONSTRUCTION SITE. EXACT LOCATION AND INSTALLATION OF ALL TRAFFIC SIGNS TO BE APPROVED BY THE CO. ALL CONSTRUCTION SIGNING AND BARRICADES TO BE COMPLETE AND APPROVED PRIOR TO THE BEGINNING OF CONSTRUCTION. PAY ITEM 15101 MOBILIZATION WILL NOT BE PAID UNTIL SIGNS AND

BARRICADES ARE COMPLETE.

NOXIOUS WEED CONTROL : ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER WASHED AND

FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST.

ARCHEOLOGICAL SITES : SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR SPECIMENS BE

DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE CO.

DEMOLITION: DEMOLISH EXISTING BRIDGE AND DISPOSE OF OFF SITE.

SALVAGE : ALL EXCESS MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.

EXCAVATION : THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE APPLICABLE STANDARD AND SUPPLEMENTAL SPECIFICATIONS. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. REMOVAL IS INCIDENTAL TO 20801.

TOPSOIL : TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 4" AND STOCKPILED AS DIRECTED BY THE CO.

EXPOSED SOIL SHALL RECEIVE 2"-3" OF TOPSOIL TO THE EXTENT ALLOWED BY EVEN DISTRIBUTION OF THE

STOCKPILE.

DEWATERING : CONSTRUCT COFFERDAMS WITH PUMPS FOR DEWATERING EXCAVATIONS. COMPLY WITH INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT REQUIREMENTS. DEWATERING PLAN MUST BE SUBMITTED 15 DAYS IN ADVANCE OF CONSTRUCTION. PUMP TURBID WATER A MINIMUM OF 100 FEET AWAY FROM THE STREAM INTO SEDIMENT BAGS, PROVIDE A MINIMUM OF 3 BAGS, 15' x 15'.

SILT FENCE : LOCATIONS OF SILT FENCE AND SEDIMENT BASINS SHALL BE APPROVED BY THE CO. REFER TO SUPPLEMENT SPECIFICATION IN 157. LIMITS OF CLEARING ARE 10' BEYOND EDGE OF CONTOURS SHOWN.

STAGING AREAS : STAGING AREAS SHALL BE APPROVED BY THE CO.

CONTOURS: CONTOURS SHOWN ARE APPROXIMATE. IF THERE IS A DISCREPANCY BETWEEN THE ELEVATION SHOWN FOR A POINT AND THE ADJACENT CONTOURS, THE POINT ELEVATION WILL BE CONSIDERED CORRECT.

SUMMARY OF QUANTITIES

J.O.

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FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

STRUCTURAL NOTES

DESIGN: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD Bridge Design SPECIFICATIONS 7th ED WITH INTERIM REVISIONS THROUGH 2016. DESIGN SPEED = 25 MPH.

DESIGN LOADS:

DEAD LOAD: ACTUAL. INCLUDES ADDITIONAL 12" ON BOX BEAMS FOR WEARING. NO FUTURE

WEARING SURFACE.

LIVE LOAD: HL-93

WATER: BOUYANCY, LATERAL AND STREAM UPLIFT CORRESPONDING TO Q100 ELEVATION OF

100.25 FT.

ICE: PER INDIANA DOT DESIGN MANUAL ACROSS SUPERSTRUCTURE.

ALL OTHER LOADS: PER AASHTO

CONCRETE:

1. ALL CONCRETE FOR PRECAST BEAMS TO BE CLASS P AND HAVE COMPRESSIVE STRENGTH, f'c = 6,000 PSI. COMPRESSIVE STRENGTH AT STRAND RELEASE, f'ci TO BE AT LEAST 5,000 PSI.

2. CURB CONCRETE TO BE CLASS A(AE) AND HAVE 28-DAY COMPRESSIVE STRENGTH OF 5,000 PS WITH 6.5% ±1.5% ENTRAINED AIR. ALL OTHER CONCRETE TO BE CLASS A(AE) AND HAVE 28-DAY COMPRESSIVE

STRENGTH OF 3,500 PSI WITH 6.5% ±1.5% ENTRAINED AIR.

3. ROUGHEN CONCRETE AT CONSTRUCTION JOINTS TO 14".

4. CHAMFER ALL EXPOSED EDGES 3 4" UNLESS OTHERWISE SHOWN.

GROUT: HIGH-STRENGTH NON-SHRINK GROUT FOR ANCHORS, DOWELS AND SHEAR KEYS TO CONFORM WITH FS SPEC SECTION 725. ALL COSTS FOR DRILLING, ANCHORS, DOWELS AND INSTALLATION IS

INCIDENTAL TO PAY ITEM 55302.

PRESTRESSING:

1. UNCOATED SEVEN-WIRE LOW RELAXATION STEEL STRAND, AASHTO M 203, GRADE 270 WITH 12"

NOMINAL DIAMETER AND AREA OF 0.153 SQ IN.

2. SHOW DETENSIONING PLAN BY NUMBERING IN SEQUENCE ON THE SHOP PLANS.

REINFORCEMENT:

1. ALL REINFORCEMENT IN BOX BEAMS TO BE EPOXY COATED.

2. CONCRETE COVER:

- BOX BEAMS: AS SHOWN ON DRAWINGS

- CURBS: 1.5 IN MIN

- SUBSTRUCTURE:

- 3 IN CAST AGAINST EARTH

- 2 IN ALL OTHERS

LATERAL POST TENSIONING: TENSION RODS TO 20,000 PSI PRIOR TO GROUTING SHEAR KEYS. LATERAL TENSIONING RODS AND TENSIONING PLATES SHALL CONFORM TO ASTM A36. HEAVY HEX NUTS SHALL

CONFORM TO ASTM A307.

BEARING PADS: AASHTO M 251. SEE SPECIFICATIONS.

FOOTING DEPTHS:

THE FOOTING ELEVATIONS SHOWN ARE BASED UPON THE ELEVATIONS OF BEDROCK AND CONDITIONS MAY VARY. FOOTINGS SHALL BE FOUNDED ON COMPETENT ROCK ENCOUNTERED AT APPROXIMATELY

85.0' ON THE SOUTH ABUTMENT AND 86.0' ON THE NORTH ABUTMENT.

IF DIFFERENT ROCK MATERIAL OR WEATHERED ROCK IS ENCOUNTERED AT THE PROPOSED FOOTING

ELEVATION, THE LOCATION AND DEPTH OF REMOVAL SHALL BE DETERMINED BY THE COR WITH

QUANTITIES ADJUSTED AS ALLOWED FOR IN SCHEDULE OF VALUES AND SPECIFICATIONS. THE

FOOTINGS MAY BE ADJUSTED BY EXTENDING STEMWALL WITH BOTTOM OF FOUNDATION AT SOUTH ABUTMENT ELEVATION AT 82.96' AND NORTH ABUTMENT AT 83.48'. CONTACT DESIGNER IF ADDITIONAL DEPTH IS REQUIRED. THE FOOTING MAY ALSO BE RAISED TO HAVE A MINIMUM OF 1 FT EMBEDMENT IN

COMPETENT BEDROCK.

HYDROLOGY AND HYDRAULICS: THIS STRUCTURE IS DESIGNED TO PASS THE 2-YEAR FREQUENCY FLOOD

AND OVERTOP AT HIGHER FLOWS.

PROJECT CONTROL:

J.O.

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PT 1

PT 2

PT 3

PT 50

PT 51

DEMOLISH AND REMOVE OLD ABUTMENTS

DEMOLISH AND

REMOVE EXIST BRIDGE

EXIST EDGE OF ROAD

DEMO EXIST PARKING

AREA

FLOW

EDGE OF WATER (DEC '16)

EXISTING NORTH ACCESS

TO BRIDGE. PERMISSIBLE

DISPOSAL LOCATION FOR

EXCESS EXCAVATION

POLK PATCH ROAD

BOY SCOUT ACCESS ROAD

9898100

EXISTING DITCH

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

20' 0 20' 40' 60'

1 " = 20 '

EXISTING COND., CONTROL, DEMO PLAN

J.O.

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RIP RAP BRIDGE

APPROACHES.

FLOW

THALWEG

NEW 18'W BOX BEAM BRIDGE

6 EA 17.5" x 36" BOX BEAMS

38'-2" OPENING

40' BEARING TO BEARING

41'-6" TOTAL BEAM LENGTH

NEW FULL HEIGHT

ABUTMENTS

17x13 CMP PIPE ARCH, 36'L

INLET: 95.3'

OUTLET: 95.1'

END DITCH

STREAM BANK PROTECTION. DISTANCE

FROM NEW BRIDGE.

RECONSTRUCT 60' OF

BOY SCOUT ACCESS

ROAD, 16' WIDE TRAVEL

WAY. MAINTAIN POLK

PATCH ROAD CROWN.

98 97

97 96

CONSTRUCT BERM TO

BLOCK CREEK ACCESS

NEW DITCH

(TYP)

STREAM BANK PROTECTION. DISTANCE

FROM NEW BRIDGE. SEE DETAIL SHEET 10.

45' 40'

18'20'

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

20' 0 20' 40' 60'

1 " = 20 '

SITE PLAN

J.O.

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NEW ROAD ℄

FS BOUNDARY LINE

EXIST CMP TO REMAIN

FLOW

EDGE OF WATER (DEC '16)

THALWEG

CURVE 2

START ROAD CONSTRUCTION

STA 2+05

END ROAD

CONSTRUCTION

START NEW DITCH

STA 2+20

TIE INTO EXIST DITCH

PC STA 3+13.32

PC N 5028.1448

PC E 10007.1284

PI STA 3+35.89

PI N 5049.9943

PI E 10001.4872

PT STA 3+58.28

PT N 5072.5448

PT E 10000.6521

DETLA 012°21'20"

T 22.57 L 44.96 R 208.48 E 1.22

PC STA 0+62.24

PC N 4779.8917

PC E 10005.2267

PI STA 1+90.69

PI N 4903.7650

PI E 10039.2409

PT STA 3+13.32

PT N 5028.1448

PT E 10007.1284

DETLA 029°49'51"

T 128.46 L 251.09 R 482.26 E 16.82

CURVE 1 CURVE 2

CURVE 1

EXISTING ALIGNMENT REMAINS

SIGN FW8-18b

SEE DETAIL PG 10

STA 2+00

SIGN FW8-18b

SEE DETAIL PG 10

STA 5+00

SIGN W8-19

SEE DETAIL PG 10

STA 3+00

979797 98

98979696 98 96

START NEW HORIZONTAL ALIGNMENT

START NEW VERTICAL ALIGNMENT

END NEW HORIZONTAL ALIGNMENT

PVI STA:2+77.35

PVI ELEV:96.14

LOW PT STA:3+01.15

LOW PT ELEV:96.623

K:26.00

LVC:110.82

: 2 +2

1.9

: 9 7.8

: 3 +3

2.7

: 9 6.8

PVI STA:4+85.07

PVI ELEV:98.67

HIGH PT STA:5+02.37

HIGH PT ELEV:98.51

K:50.00

LVC:86.97

: 4 +4

1.5

: 9 8.1

: 5 +2

8.5

: 9 8.4

BEDROCK AT APPROX 85'

BOTTOM OF FOUNDATION ELEV 83.96'

BEDROCK AT APPROX 86'

BOTTOM OF FOUNDATION AT ELEV 84.98'

END RIP RAP EMBANKMENTSTART RIP RAP EMBANKMENT

17x13 PIPE ARCH

END NEW VERTICAL ALIGNMENT AND ROAD CONSTRUCTION

START ROAD CONSTRUCTION

Q100 = 100.3'

Q2 = 92.3'

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

40' 0 40' 80' 120'

1 " = 40 '

VERTICAL EXAGGERATION = 5

50' 0 50' 100' 150'

1 " = 50 '

ROAD PLAN AND PROFILE

J.O.

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6" AGGREGATE SURFACE COURSE, GRADE G

CLEARING AND GRUBBING

EXCAVATE FOR DITCH

WHERE INDICATED. 1.5H:1V

SIDE SLOPES, 1' DEEP MIN

LINE WITH CLASS 1 RIP RAP

SEE DETAIL SHEET 10

1.5' THICK CLASS 3 RIP RAP WITH

GEOTEXTILE WHERE INDICATED.

PAY ITEM 25102

4H 1V

16.0' 2%2%

GEOTEXTILE

TYPE 1-A

SELECT BORROW

3 MIN

6" AGGREGATE SURFACE COURSE, GRADE G

CLEARING AND GRUBBING

EXCAVATE FOR DITCH

WHERE INDICATED. 1.5H:1V

SIDE SLOPES, 1' DEEP MIN

LINE WITH CLASS 1 RIP RAP

SEE DETAIL SHEET 10

1.5' THICK CLASS 3 RIP RAP WITH

GEOTEXTILE WHERE INDICATED.

PAY ITEM 25102

4H 1V

16.0' 2%2%

GEOTEXTILE

TYPE 1-A

SELECT GRANULAR BACKFILL

3 MIN

SUBBASE WITH 5% BY MASS CEMENTNONWOVEN GEOTEXTILE

TYPE 1-E

1.5' MIN

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

ROAD SECTION AND STATIONING

SCALE: 1":5' D3

2+05 TO 3+53 AND 4+15 TO 6+15

SCALE: 1":5' B3

3+53 TO 3+63.64 AND 4+05.26 TO 4+15

J.O.

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SUBBASE GRADATION

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SIEVE

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1 IN

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34 IN

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EXIST GROUND ELEV: 95.22

NEW ℄ ELEV: 96.62

EXIST GROUND ELEV: 94.31

NEW ℄ ELEV: 96.73

EXIST GROUND ELEV: 93.45

NEW ℄ ELEV: 97.03

EXIST GROUND ELEV: 97.74

NEW ℄ ELEV: 97.34

EXIST GROUND ELEV: 96.97

NEW ℄ ELEV: 97.13

EXIST GROUND ELEV: 96.17

NEW ℄ ELEV: 96.76

EXIST GROUND

NEW GROUND

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

ROAD SECTIONS

J.O.

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EXIST GROUND ELEV: 98.21

NEW ℄ ELEV: 97.94

EXIST GROUND ELEV: 97.83

NEW ℄ ELEV: 98.23

EXIST GROUND ELEV: 97.84

NEW ℄ ELEV: 98.43

EXIST GROUND ELEV: 98.34

NEW ℄ ELEV: 98.51

EXIST GROUND ELEV: 98.49

NEW ℄ ELEV: 98.46

EXIST GROUND ELEV: 98.28

NEW ℄ ELEV: 98.33

EXIST GROUND ELEV: 98.03

NEW ℄ ELEV: 98.07

EXIST GROUND ELEV: 97.94

NEW ℄ ELEV: 97.94

EXIST GROUND

NEW GROUND

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

ROAD SECTIONS

J.O.

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1.5H 1V

2.5' THICK LAYER CLASS 4 RIP RAP

PAY ITEM 25118

UNCLASSIFIED BORROW

PAY ITEM 20411

GEOTEXTILE TYPE 1-A

3.0'

EMBED 1' INTO

BEDROCK OR 3' INTO

STREAMBEDVARY DEPTH TO MATCH

ELEVATIONS SHOWN IN SITE PLAN

1.5H 1V

1' THICK LAYER

CLASS 1 RIP RAP

1' MIN

NOTE: ROCK LINE ALL NEW OR

RELOCATED DITCHES SOUTH

OF BRIDGE

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

SITE DETAILS

SCALE: NTS A2

STREAM BANK RESTORATION

SCALE: NTS C5

DEPTH GAUGE SIGN

SCALE: NTS C1

OBJECT MARKERS

SCALE: NTS C3

IMPASSABLE SIGN

SCALE: NTS A5

DITCH DETAIL

J.O.

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THE CONTRACTOR SHALL ADJUST POST LENGTH AS REQUIRED TO OBTAIN

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PROPER HEIGHT OF SIGN RELATIVE TO THE SURFACE OF THE ROAD.

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TOP OF ROAD

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10'-0" (MIN.)

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BEGIN/END

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STRUCTURE

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OF ROAD

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THE CONTRACTOR SHALL ADJUST POST LENGTH AS REQUIRED TO OBTAIN

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PROPER HEIGHT OF SIGN RELATIVE TO THE SURFACE OF THE ROAD.

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TOP OF ROAD

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POST ROUGH SAWN

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EDGE OF

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ROAD

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7' TO 12'

AutoCAD SHX Text SIGN = FW8-18b EM 7100-15

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EDGE

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THE CONTRACTOR SHALL ADJUST POST LENGTH AS REQUIRED TO OBTAIN

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PROPER HEIGHT OF SIGN RELATIVE TO THE SURFACE OF THE ROAD.

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TOP OF ROAD

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9'-0" (MIN.)

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POST ROUGH SAWN

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EDGE OF

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ROAD

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7' TO 12'

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SIGN = W8-19 EM 7100-15

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PLACE SIGN ON BOTH SIDES OF POST

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RIGHT-SIDE INSTALLATION SHOWN, LEFT SIDE SIMILAR, MIRROR OF ABOVE

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1.5H 1V

4' MIN

CLASS 4 RIP RAP IN

FRONT OF ABUTMENTS

AND WING WALLS, BLEND

WITH EXTENT OF RIP RAP

SHOWN IN PLAN VIEW

20.4'

20 STUDS, STAGGERED, SPACED @ 12" O.C.

TYP

30°

L3x3x38

38" Ø x 6" WELDED

HEADED ANCHOR

STUD

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

MISC DETAILS

SCALE: 1":5' A5

ABUTMENT RIP RAP

SCALE: NTS C2

GUARD ANGLE

SCALE: NTS C5

SECTION A-A

J.O.

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1'-103 4" 12'-613

16" 12'-613 16" 12'-613

16" 1'-103 4"

18'-0"

DRAIN HOLES

SEE DETAIL

2" x 3"

SLOTTED HOLES

4" x 4" BLOCK OUT

BEARING PAD

SEE DETAIL C1, SHEET 13

SLOPE CURB TO BEAM

2' STEM

CONTINUOUS CURB - BOTH SIDES

NOT SHOWN ON WEST SIDE FOR CLARITY

9" 3'-0" 4'-0" 2'-0"

DEBRIS BARRIER

NOTE:

PAY ITEM 55302 CONSISTS OF BEAMS,

BEARING PADS, BLOCK OUTS, GROUT, FIXED

AND EXPANSION ANCHORS TO

SUBSTRUCTURE, SHEAR KEYS, POST

TENSIONING, VOID DRAINS, AND ALL

ANCHORS AND REINFORCEMENT CAST WITH

BEAMS

18'-0"73 4"

℄ POST

TENSION ROD

GROUT TUBE (EXTERIOR

BEAMS AND 1 INTERIOR)

FILL SHEAR KEY WITH NON-SHRINK

GROUT AFTER LATERAL TENSIONING

STEM, CAST STEM AND CURB

AFTER BEAMS IN PLACE

CONTINUOUS CURB

0.5% 0.5%

FLOW

2 - #8 PER STEM

2 - #8, 24" MIN SPLICE

#3 @ 6", AT NON-STEM

SECTIONS

#5 @ 6", AT STEMS, CAST WITH BEAM

REMOVE UP TO 1 - #5 PER STEM TO

AVOID BEAM POST-TENSIONING.

INCIDENTAL TO PAY ITEM 55302.

1'-3"

10"

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

SITE DETAILS

SCALE: NTS C1

SECTION

SCALE: NTS A1

PLAN VIEW

SCALE: NTS C1

CURB DETAIL

J.O.

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3'-0" 8"

1'-51 2"

7"1'-10"7"

NOTE: - OMIT KEY ON EXTERIOR FACE OF OUTSIDE BEAMS

- TEXTURE TOP OF BEAMS

PL 1" x 5" x 5" WITH 1 18" HOLE

1"Ø POST-TENSION THREAD BAR

CUT OFF ROAD AFTER FINAL

TIGHTENING (EACH END)

HEAVY HEX NUT

GROUT AFTER FINAL TENSIONING

3" Ø HOLE

EXPECTED NET CAMBER AT MIDSPAN

WHEN STRESS TRANSFER = 3 8"

4" 1"Ø DRAIN HOLES. 2 AT

EACH END OF EACH VOID

1'-7"

AT EXTERIOR BEAMS

SLEEVE NUT CAST IN BEAM (TYP)4"11"

4"6"

1" Ø x 12" THREADED

ROD CAST IN BEAM

1" Ø x 7" THREADED

ROD CAST IN BEAM

1" Ø MACHINE BOLT AND

WASHER RECESSED IN

WOOD (TYP)

4" Ø LAG SCREW (TYP)

4" x 4" x 2', VERTICAL 4" x 4" x 12'-63

4", HORIZONTAL (TYP)

NOTE: 1) ALL WOOD FOR DEBRIS BARRIER IS TREATED NOMINAL LUMBER

2) PAY ITEM 55702 CONSISTS OF LUMBER, LAG SCREWS, BOLTS, NUTS

AND WASHERS NOT CAST WITH BEAM

NOTE: ALL HARDWARE AND THREADED BAR

TO BE GALVANIZED

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

BRIDGE DETAILS

SCALE: NTS C1

BOX BEAM DIMENSIONS

SCALE: NTS A1

POST TENSIONING SCALE: NTS A5

DEBRIS BARRIER

SCALE: NTS C5

VOID DRAIN DETAIL

SCALE: NTS C3

CAMBER DIAGRAM

J.O.

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1" S(E)

2 1/2" CL

U(E)

U1(E)

B(E)

B1(E)

S1(E)

2" CL

B(E)

B1(E)

2" CL

2 1/2" CL

PRESTRESSING

STRANDS

PRESTRESSING

2" 4"

5" 2" 8" 6" 8" 2" 5"

A(E)

A1(E) OR S2(E)

S(E)

1" CL

3 - #4

B 1(

4 - #5

B (E

U1(E)

4 - #5

U (E

8" 4" 5" 8" 2" 5" 4" 41 2"

6 - #4 S1(E) BARS TOP

6 - #4 S(E) BARS BOTTOM

#4 S2(E) BARS TOP AT 9" CENTERS, TOP

#4 S(E) BARS AT 9" CENTERS, BOTTOM

9" #4 A(E) BARS AT 3'-0"

CENTERS, TOP OF SLAB

#4 A1(E) BARS AT 1'-6" CENTERS,

BOTTOM OF TOP SLAB1 -

#4 S

2( E)

1 - #4

S (E

A(E)A1(E)

S(E) AND S2(E)

S(E) AND S1(E)

1 1/2" CL

1 - #4 U1(E)

U(E)

LIF

OP 60° MIN ANGLE

OF LIFT

L A

NOTES:

1. MIN BAR LAP

#4 BAR = 1'-11"

#5 BAR = 2'-6"

2. SPACING OF S(E) AND S2(E) MAY BE

ADJUSTED UP TO 4" IN THE IMMEDIATE

AREA OF THE TRANSVERSE TIE

DIAPHRAGMS TO MISS THE BLOCKOUTS

FOR THE TRANSVERSE TIES

4" BEVEL

LIFTING EYES

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

BRIDGE DETAILS

SCALE: NTS C5

SECTION C-C

SCALE: NTS C1

SECTION A-A

SCALE: NTS A1

PLAN VIEW

SCALE: NTS A5

SECTION B-B

J.O.

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1'-21 2"

2'-7"

10"

2'-7"

16"

16" 1'-05

8" 613 16"

2'-7"

3" 10"

BAR S(E)

16"

16" 1'-05

8" 613 16"

2'-7"

1'-3"

2'-6"1'-3"

1'-11 2"

BAR S1(E)

BAR A1(E)BAR S2(E)

BAR U(E) BAR U1(E)

1'-1"

2" 1 2"

3" RADIUS

4" Ø CONDUIT

TOP OF BEAM

3 EA 12" Ø 270 KSI STRANDS

LIFTING LOOP

GROUT POCKET, CUT AND

LIFTING LOOPS AND FILL WITH

GROUT

INTERIOR

BEARING PAD

EXTERIOR

BEARING PAD

2" 31

2'-3"

3" Ø HOLES

1'-11 2"

BEAM EDGE

2" ELASTOMERIC BEARING PAD. PLACE 12" PREFORMED

CORK EXPANSION JOINT MATERIAL BETWEEN PADS AND

BENEATH DOWEL PIN HOLE TO PREVENT GROUT LEAKAGE.

2" x 3" SLOTTED HOLES CAST INTO BEAMS, 2 PER BEAM END.

AFTER CUTTING PRESTRESS

STANDS FLUSH WITH SURFACE,

PAINT WITH APPROVED

BITUMINOUS MATERIAL

2" Ø HOLES. DRILL AFTER PLACING BEAMS

AND GROUT DOWELS INTO CAP.

FIXED END: 1"∅ x 2'-5" THREADED BAR EXPANSION END: #8 x 2'-0" DOWEL

2 PER BEAM END

1" JOINT WITH SILICONE JOINT SEAL WITH

BACKER ROD PER MANUFACTURER'S

RECOMMENDATIONS

4" x 4" x 3" BLOCKOUT. GROUT AFTER BEAMS SET.

EXPANSION END: PL 12" x 3 3 4" x 3 3 4" WITH 1 18" HOLE

FILL HOLES AND BLOCKOUT AT FIXED END WITH

NON-SHRINK GROUT. IN EXPANSION END, FILL

WITH HOT POUR CRACK AND JOINT SEALER.

FIXED END: HEAVY HEX NUT

GUARD ANGLE 3x3x3

SEE SHEET 11

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

BRIDGE DETAILS

SCALE: NTS C1

BEARING PADS

SCALE: NTS A1

BEARING DETAIL

SCALE: NTS A5

REINFORCEMENT

SCALE: NTS C3

REBAR SCHEDULE

J.O.

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BACKWALL

℄ BEARINGS

10.0'

5.5' 2.5' 2.0'

11" 19"

10.0'

7.0' 1.5' 1.5'

1.5'

ELEV 95.17

2.0'

18"

ELEV 83.96

1'-6"

VARIES

STABLE BEDROCK

ELEV 85.0±0.5

19'-11"

18'-43 4"

10'-0"

11'-41 4"

1'-0"

BRIDGE SEAT

ELEVATION

@ ℄ = 95.67

35°

CONSTRUCTION

JOINT. POUR

BACKWALL AFTER

BEAMS IN PLACE

1'-51 4"

8'-63 4"

CONSTRUCTION JOINT

ELEV 95.17

#5 REINFORCING DOWELS

@ 2' OC

NOTE: BACKFILL BEHIND WALL WITH SELECT

GRANULAR BACKFILL FOR A DISTANCE OF 10 FT

PAY ITEM 20803. COMPACTION PER SPECS.

CONSTR.

JOINT

FLOW

BRIDGE SEAT

ELEVATION = 95.62

BRIDGE SEAT

ELEVATION = 95.72

0.5%

GUARD ANGLE

SEE SHEET 11

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

SOUTH ABUTMENT

SCALE: 1":5' A2

ABUTMENT ELEVATION

SCALE: 1":5' C5

WING WALL SECTION

SCALE: 1":5' C2

ABUTMENT PLAN VIEW

SCALE: 1":5' A5

ABUTMENT SECTION

J.O.

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2.5' 2.0'

11" 19"ELEV 95.69

2.0'

18"

ELEV 84.98

VARIES

STABLE BEDROCK

ELEV 86.0±0.5

BRIDGE SEAT

ELEVATION

@ ℄ = 96.19

CONSTRUCTION JOINT

CONSTRUCTION

JOINT. POUR

BACKWALL AFTER

BEAMS IN PLACE

BACKWALL

℄ BEARINGS

19'-11"

18'-43 4"

10'-0"

11'-41 4"

1'-0"

35°

1'-51 4"

8'-63 4"

ELEV 95.69

#5 REINFORCING DOWELS

@ 2' OC

NOTE: BACKFILL BEHIND WALL WITH SELECT

GRANULAR BACKFILL FOR A DISTANCE OF 10 FT.

PAY ITEM 20803. COMPACTION PER SPECS.

10.0'

5.5'

10.0'

7.0' 1.5' 1.5'

1.5'

CONSTR.

JOINT

1'-6"

FLOW

BRIDGE SEAT

ELEVATION = 96.24

BRIDGE SEAT

ELEVATION = 96.14

0.5%

GUARD ANGLE

SEE SHEET 11

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

NORTH ABUTMENT

SCALE: 1":5' A2

ABUTMENT ELEVATION

SCALE: 1":5' C5

WING WALL SECTION

SCALE: 1":5' C2

ABUTMENT PLAN VIEW

SCALE: 1":5' A5

ABUTMENT SECTION

J.O.

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#5 @ 12" #5

1'-0"#7 @ 12"

1'-9"

2' LAP

#5 @ 12"

#5 @ 11"

#5 @ 24"

#7 @ 12" #5 @ 12"

#5 @ 12"

#7 @ 12"

1'-9"

2' LAP

#5 @ 11"

#5 @ 12"

1'-0"

#5 @ 12"

#7 @ 12"

#5 @ 11"

#5 @ 12" #5 @ 11"

3 - #5

#7 @ 12"

#5 @ 12"

#5 @ 11"

2 - #5 @ 11"

3'-5"

3-8"

3 - #3 @ 5" 8"

2'-2"

10"

1'-3 1/4"

1'-8 1/2"

#7 @ 12"

#5 @ 12"

2 - #5 @ 11"

#5 @ 12" x 11'-2 14"

FOUNDATION TOP AND BOTTOM NOT

SHOWN UNDER STEMWALL FOR

CLARITY

#5 @ 12" x 19'-11"

FOUNDATION TOP AND BOTTOM

NOT SHOWN UNDER STEMWALL FOR CLARITY

#5 @ 24"

#7 @ 12"

#5 @ 11"

#5 @ 12" #5 @ 11"

#5 @ 11"

2'-3" 2'-3"

2'-3"

3'-9" #5 @ 11"

#5 @ 11"

1'-9"

#5 DOWEL @ 24" OC CENTERED IN STEMWALL

1.5" Ø DRILLED HOLE IN BEDROCK

CLEAN HOLE WITH AIR PRIOR TO GROUTING

#5 @ 12"

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE

EASTERN REGION

R-9 POLK PATCH BRIDGE REPLACEMENT

PGL

FEB 2018

HOOSIER NATIONAL FOREST

BROWNSTOWN RANGER DISTRICT

ABUTMENT REINFORCEMENT

SCALE: NTS A2

ABOVE BRIDGE SEAT

SCALE: NTS C5

WING WALL SECTION

SCALE: NTS C2

ABUTMENT SECTION

SCALE: NTS A5

BELOW BRIDGE SEAT

SCALE: NTS C3

ROCK DOWEL DETAIL

J.O.

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Polk Patch Signature Sheet.pdf

Polk Patch Plans 02142018.pdf

Sheets and Views

180202 Polk Patch v3-Gen Notes

180202 Polk Patch v3-Struct Notes

180202 Polk Patch v3-ExistPlan

180202 Polk Patch v3-SitePlan

180202 Polk Patch v3-Road

180202 Polk Patch v3-RoadDet

180202 Polk Patch v3-Sections1

180202 Polk Patch v3-Sections2

180202 Polk Patch v3-SiteDet

180202 Polk Patch v3-Misc

180202 Polk Patch v3-BridgePlan

180202 Polk Patch v3-BridgeDet

180202 Polk Patch v3-BridgeDet2

180202 Polk Patch v3-BridgeDet3

180202 Polk Patch v3-S Abut

180202 Polk Patch v3-N Abut

180202 Polk Patch v3-Abut Reinf

File details come from the government source that posted it.