Squirrel Town Plans FInal 02142018.pdf
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- Attached to
- Squirrel Town & Polk Patch Bridges, Hoosier NF Federal contract opportunity
- Solicitation number
- 12-52B1-18-Q-0016
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Squirrel town plans
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| File | Type | Posted |
|---|---|---|
| SF1442_cover_sheet.pdf | ||
| Polk Patch Plans Final 02142018.pdf | ||
| rfp.docx | DOCX document | |
| wage_det.docx | DOCX document |
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FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
GENERAL NOTES
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
2 17
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. THERE ARE TWO 36"
NATURAL GAS MAINS IN THE PROJECT AREA. CONTRACTOR IS RESPONSIBLE FOR CONTACTING,
COORDINATING AND SCHEDULING WITH THE NATURAL GAS PROVIDER AND PAYING FOR LOCATES, ROAD CONSTRUCTION OBSERVERS, RELOCATING MARKER POSTS, AND OBSERVING BOULDER CLUSTER PLACEMENT.
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. CONTRACTOR MAY USE CONCRETE PIECES <12" Ø WITH ANY REINFORCING REMOVED AS FILL FOR SIDE STREAM SOUTHWEST OF BRIDGE AND BANK RESTORATION NORTHEAST OF BRIDGE. CONCRETE FILL TO BE LIMITED TO WITHIN 1 FOOT OF SURFACE. REMOVE EXCESS CONCRETE FROM SITE. REMOVE CONCRETE RIP RAP AND SLABS IN THE VICINITY OF THE BRIDGE.
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
STRUCTURAL NOTES
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
3 17
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 100.8
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 PLANS
- 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
91.5' ON THE EAST ABUTMENT AND 92.5' ON THE WEST 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 EAST
ABUTMENT ELEVATION AT 88.63' AND WEST ABUTMENT AT 88.47'. 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 25-YEAR FREQUENCY FLOOD AND OVERTOP AT THE 100-YEAR. AT Q100, THE NEW STRUCTURE WILL LOCALLY INCREASE THE WATER SURFACE ELEVATION BY 1.7 FT. DUE TO UPSTREAM CHANNEL GRADIENT, BACKWATER EFFECTS EXTEND UPSTREAM ~1000 FEET. NO INFRASTRUCTURE EXISTS FOR AT LEAST 1 MILE UPSTREAM OF THIS
CROSSING.
PROJECT CONTROL:
J.O.
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END ROAD CONSTRUCTION
BLEND INTO EXISTING TEMPLATE
STA 6+61.20
OBJECT MARKER 4 EA
CURVE 1
PC STA 3+91.28
PC N 4958.9555
PC E 9906.7050
PI STA 4+15.25
PI N 4957.7245
PI E 9930.6438
PT STA 4+38.33
PT N 4967.4802
PT E 9952.5392
DETLA 026°57'34"
T 23.97 L 47.05 R 100.00 E 2.83
CURVE 1
START ROAD CONSTRUCTION
BLEND INTO EXISTING TEMPLATE
STA 2+56.34
GAS LINE INT
STA: 3+40.37
TOP OF 36" GAS LINE ELEV: 96.27
EXST GROUND ELEV: 100.00
NEW GROUND ELEV: 98.08
RELOCATE MARKER POSTS (TYP)
TOP OF 36" GAS LINE ELEV: 96.50
EXST GROUND ELEV: 100.01
NEW GROUND ELEV: 98.79
TOP OF 36" GAS LINE ELEV: 96.01
EXST GROUND ELEV: 98.71
NEW GROUND ELEV: 98.38
TOP OF 36" GAS LINE ELEV: 95.76
EXST GROUND ELEV: 98.74
NEW GROUND ELEV: 97.87
PARKING AREA
TO REMAIN
GRASS ROAD TO REMAIN
EXISTING EDGE OF ROAD
NEW EDGE OF ROAD
FLOW
"IMPASSABLE DURING HIGH WATER"
STA 2+95. SEE DETAIL.
"IMPASSABLE DURING HIGH WATER"
STA 6+50. SEE DETAIL.
GAS LINE INT
STA: 3+11.95
PVI STA:3+49.20
PVI ELEV:98.86
LOW PT STA:3+62.29
LOW PT ELEV:98.950
K:17.00
LVC:43.04
BV
CS
: 3 +2
7.6
BV
CE
: 9 9.3
EV
CS
: 3 +7
0.7
EV
CE
: 9 8.9
PVI STA:6+09.44
PVI ELEV:100.15
LOW PT STA:5+59.84
LOW PT ELEV:99.908
K:17.16
LVC:99.20
BV
CS
: 5 +5
9.8
BV
CE
: 9 9.9
EV
CS
: 6 +5
9.0
EV
CE
: 1
.27
ST
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NM
EN
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.00 EN
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ST
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6+
.20
ST
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AD
CO
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TR
UC
TI
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ST
A 2+
.34
TOP OF 36" GAS LINE ELEV: 96.26
EXST GROUND ELEV: 98.38
NEW GROUND ELEV: 99.62
TOP OF 36" GAS LINE ELEV: 95.97
EXST GROUND ELEV: 97.80
NEW GROUND ELEV: 99.20
BE
AR
IN
G
ST
A 4+
.39
EL
EV
.43
BE
AR
IN
G
ST
A 5+
.39
EL
EV
.63
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
ROAD PLAN AND PROFILE
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
5 17
40'60' 0 60' 120' 180' 1" = 60'-0"
VERTICAL EXAGGERATION = 5
40' 0 40' 80' 120'
1 " = 40 '
J.O.
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BEDROCK EXCAVATION FOR POOL
FISH HABITAT APPROX 10' Ø x 1' DEEPCLUSTERS OF 3 EA 12"-18" Ø PIECES RIP RAP
RANDOMLY SCATTERED AT APPROX 10' TO RETAIN
GRAVEL ON BEDROCK. 9 CLUSTERS TOTAL. RESTORED STREAM BANK.
REMOVE DEAD VEGETATION,
PROTECT LIVE TREES.
SEE DETAIL A2, SHEET 9
EXISTING EDGE OF ROAD
DEMO EXIST BRIDGE -
REMOVE ALL CONCRETE
CLASS 4 RIP RAP AROUND ABUTMENTS
CLASS 3 RIP RAP AT EMBANKMENT AND
ABOVE WING WALLS
SEE DETAIL C5, SHEET 9
NEW 18'W BOX BEAM BRIDGE
6 EA 17.5" x 36" BOX BEAMS
38.5' OPENING
40' BEARING TO BEARING
41.5' TOTAL BEAM LENGTH
START RIP RAP LINED CHANNEL
N: 9938.65 E: 4913.10
ELEV: 96.00
SEE DETAIL A5, SHEET 9
INCIDENTAL TO PAY ITEM 20401
END RIP RAP LINED CHANNEL
N: 9991.06 E: 4941.60
ELEV: 94.35
98 97
96 97 98
1009998
101100
95 96 97
EDGE OF WATER
(DEC '16)
THALWEG
98 99
NEW EDGE OF ROAD
DITCH ℄
INCIDENTAL TO PAY ITEM 20401 (TYP)
DITCH ℄
DITCH ℄
DITCH ℄
FLOW
DEPTH GAUGE SIGN W8-19 EM 7100-15
MOUNTED BOTH SIDES, 4X4 ROUGH SAWN POST
ATTACHED TO ABUTMENT WITH GALVANIZED BRACKETS
ALIGN HEIGHT TO BRIDGE DECK
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
SITE PLAN
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
4 17
20' 0 20' 40' 60'
1 " = 20 '
J.O.
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6" AGGREGATE SURFACE COURSE, GRADE G
CLEARING AND GRUBBING
EXCAVATE FOR DITCH
WHERE INDICATED. 2H:1V
SIDE SLOPES, 1' DEEP MIN 4H
1V
16.0' 2%2%
GEOTEXTILE
TYPE 1-A
SELECT BORROW
3 MIN
1V
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
1V
SUBBASE WITH 5% BY MASS CEMENTNONWOVEN GEOTEXTILE
TYPE 1-E
1.5' THICK CLASS 3 RIP RAP WITH
GEOTEXTILE WHERE INDICATED.
PAY ITEM 25102
1.5' MIN
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
ROAD SECTION AND STATIONING
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
6 17
SCALE: 1":5' D3
2+56.34 TO 4+51 AND 5+15 TO 6+61.20
SCALE: 1":5' B3
4+51 TO 4+61.64 AND 5+05.14 TO 5+15
J.O.
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EXIST
GROUND
FINISHED
GROUND
EXIST GROUND ELEV: 100.75
NEW ℄ ELEV: 100.75
EXIST GROUND ELEV: 99.69
NEW ℄ ELEV: 100.37
EXIST GROUND ELEV: 98.93
NEW ℄ ELEV: 99.86
EXIST GROUND ELEV: 97.94
NEW ℄ ELEV: 99.36
EXIST GROUND ELEV: 97.66
NEW ℄ ELEV: 98.99
EXIST GROUND ELEV: 96.98
NEW ℄ ELEV: 98.99
EXIST GROUND ELEV: 99.11
NEW ℄ ELEV: 96.93
EXIST GROUND ELEV: 96.28
NEW ℄ ELEV: 99.24
EXIST GROUND ELEV: 94.86
NEW ℄ ELEV: 99.36
EXIST GROUND ELEV: 98.81
NEW ℄ ELEV: 99.73
EXIST GROUND
NEW GROUND
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
ROAD SECTIONS
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
7 17
J.O.
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EXIST GROUND ELEV: 96.95
NEW ℄ ELEV: 99.86
EXIST GROUND ELEV: 98.36
NEW ℄ ELEV: 100.05
EXIST GROUND ELEV: 99.63
NEW ℄ ELEV: 100.58
EXIST GROUND ELEV: 101.23
NEW ℄ ELEV: 101.47
EXIST GROUND ELEV: 102.63
NEW ℄ ELEV: 102.72
EXIST GROUND
NEW GROUND
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
ROAD SECTIONS
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
8 17
J.O.
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4.0'
1.5H 1V
1' THICK LAYER
CLASS 2 RIP RAP
1.5H 1V
BEDROCK AT STREAM
SURFACE. EMBED
CLASS 4 RIP RAP 1 FT.
ELEV 96.0
2.5' THICK LAYER CLASS 4 RIP RAP
PAY ITEM 25118
UNCLASSIFIED BORROW
PAY ITEM 20411
GEOTEXTILE TYPE 1-A
1.5H 1V
3' MIN
CLASS 4 RIP RAP IN
FRONT OF ABUTMENTS
AND WING WALLS, BLEND
WITH EXTENT OF RIP RAP
SHOWN IN PLAN VIEW
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
SITE DETAILS
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
9 17
SCALE: NTS A2
STREAM BANK RESTORATION
SCALE: 1":5' C5
ABUTMENT RIP RAPSCALE: NTS C1
OBJECT MARKERS
SCALE: 1":5' A5
SIDE CHANNEL
SCALE: NTS C3
IMPASSABLE SIGN
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.
AutoCAD SHX Text
TOP OF ROAD
AutoCAD SHX Text 9"
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10'-0" (MIN.)
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POST ROUGH SAWN
AutoCAD SHX Text 4"x4"x10'-0"
AutoCAD SHX Text 3'-0"
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BEGIN/END
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STRUCTURE
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TOP OF
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STRUCTURE/GRND
AutoCAD SHX Text
OF ROAD
AutoCAD SHX Text
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.
AutoCAD SHX Text
TOP OF ROAD
AutoCAD SHX Text
10'-0" (MIN.)
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POST ROUGH SAWN
AutoCAD SHX Text 4"x4"x10'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text 2'-0"
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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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EDGE
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RIGHT-SIDE INSTALLATION SHOWN, LEFT SIDE SIMILAR, MIRROR OF ABOVE
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OF
30°
30°
L3x3x3
8" Ø x 6" WELDED
HEADED ANCHOR
STUD
20.4'
20 STUDS, STAGGERED, SPACED @ 12" O.C.
TYP
A
A
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
SITE DETAILS
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
10 17
SCALE: NTS C5
SECTION A-A
SCALE: NTS C1
GUARD ANGLE
J.O.
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OF
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
FI
XE
D
EN
D
EX
PA
NS
IO
N
EN
D
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 SOUTH 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"
4"
℄ POST
TENSION ROD
GROUT TUBE (EXTERIOR
BEAMS AND 1 INTERIOR)
0.5% 0.5%
FILL SHEAR KEY WITH NON-SHRINK
GROUT AFTER LATERAL TENSIONING
STEM, CAST STEM AND CURB
AFTER BEAMS IN PLACE
CONTINUOUS CURB
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"
3"
5"
10"
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
BRIDGE PLAN
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
11 17
SCALE: NTS C1
SECTION
SCALE: NTS A1
PLAN VIEW
SCALE: NTS C1
CURB DETAIL
J.O.
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OF
6"
2"
2"
4"
3'-0" 8"
2"
2"
4"
8"
2"
2"
2"
7"1'-10"7"
NOTE: - OMIT KEY ON EXTERIOR FACE OF OUTSIDE BEAMS
- TEXTURE TOP OF BEAMS
2"
5"
PL 1" x 5" x 5" WITH 1 18" HOLE
1"Ø POST-TENSION THREAD BAR
6"
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"
8"
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
6"
2"
1'-51 2"
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
BRIDGE DETAILS
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
12 17
SCALE: NTS C1
BOX BEAM DIMENSIONS
SCALE: NTS A1
POST TENSIONING SCALE: NTS A5
DEBRIS BARRIER
SCALE: NTS C5
VOID DRAIN DETAIL
SCALE: NTS A3
CAMBER DIAGRAM
J.O.
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OF
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
PRESTRESSING
4"
2" 4"
4"
5" 2" 8" 6" 8" 2" 5"
A(E)
A1(E) OR S2(E)
S(E)
1" CL
3 - #4
B 1(
E)
FU
LL
LE
NG
TH
BO
TT
OM
O
F
TO
P
SL
AB
4 - #5
B (E
FU
LL
LE
NG
TH
TO
P
OF
S
LA
B
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
TI
NG
LO
OP 60° MIN ANGLE
OF LIFT
SY
MM
ET
RI
CA
L A
BO
UT
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
BRIDGE DETAILS
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
13 17
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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OF
2"
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"
3"
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"
6"
6"
3" RADIUS
4" Ø CONDUIT
TOP OF BEAM
3 EA 12" Ø 270 KSI STRANDS
LIFTING LOOP
4"
GROUT POCKET, CUT AND
LIFTING LOOPS AND FILL WITH
GROUT
INTERIOR
BEARING PAD
EXTERIOR
BEARING PAD
2"
2"
2" 31
2"
2'-3"
3" Ø HOLES
2"
2"
2"
1'-11 2"
BEAM EDGE
1"
7"
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
3"
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
BRIDGE DETAILS
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
14 17
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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OF
BACKWALL
℄ BEARINGS
8.0'
3.5' 2.5' 2.0'
11" 19"
8.0'
5.0' 1.5' 1.5'
1.5'
ELEV 97.13
2.0'
18"
ELEV 89.67
VARIES
STABLE BEDROCK
ELEV 91.5±0.5
19'-11"
18'-43 4"
10'-0"
11'-41 4"
1'-0"
BRIDGE SEAT
ELEVATION
@ ℄ = 98.13
35°
CONSTRUCTION
JOINT. POUR
BACKWALL AFTER
BEAMS IN PLACE
1'-51 4"
8'-63 4"
4" Ø PERFORATED PIPE UNDERDRAIN
SLOPE 14":1' FT TO DRAIN
PIPE DRAIN OUTLET
EL: 94.0
CONSTRUCTION JOINT
1'
ELEV 97.13
#5 REINFORCING DOWELS
@ 2' OC 4" PERFORATED UNDERDRAIN WITH NO. 57
POROUS STONE BACKFILL AND GEOTEXTILE
TYPE 1-A. STONE AND GEOTEXTILE
INCIDENTAL TO PAY ITEM 60212.
4" PERFORATED UNDERDRAIN WITH NO. 57
POROUS STONE BACKFILL AND GEOTEXTILE
TYPE 1-A. STONE AND GEOTEXTILE
INCIDENTAL TO PAY ITEM 60212.
1'-0"
NOTE: BACKFILL BEHIND WALL WITH SELECT
GRANULAR BACKFILL FOR A DISTANCE OF 10 FT
PAY ITEM 20803. COMPACTION PER SPECS.
CONSTR.
JOINT
1'-6"
BRIDGE SEAT
ELEVATION = 98.18
BRIDGE SEAT
ELEVATION = 98.08
FLOW
0.5%
GUARD ANGLE
SEE SHEET 11
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
EAST ABUTMENT
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
15 17
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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OF
8.0'
3.5' 2.5' 2.0'
11" 19"
8.0'
5.0' 1.5' 1.5'
1.5'
ELEV 96.93
2.0'
18"
ELEV 90.47
VARIES
STABLE BEDROCK
ELEV 92.5±0.5
BRIDGE SEAT
ELEVATION
@ ℄ = 97.93
CONSTR.
JOINT
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"
4" Ø PERFORATED PIPE UNDERDRAIN
SLOPE 14":1' FT TO DRAIN
PIPE DRAIN OUTLET
EL: 94.0
4" PERFORATED UNDERDRAIN WITH NO. 57
POROUS STONE BACKFILL AND GEOTEXTILE
TYPE 1-A. STONE AND GEOTEXTILE
INCIDENTAL TO PAY ITEM 60212.
1'-0"
1'
ELEV 96.93
#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.
4" PERFORATED UNDERDRAIN WITH NO. 57
POROUS STONE BACKFILL AND GEOTEXTILE
TYPE 1-A. STONE AND GEOTEXTILE
INCIDENTAL TO PAY ITEM 60212.
FILL EXCAVATED VOID IN
BEDROCK WITH SEAL CONCRETE.
PLACE BOND BREAKER BETWEEN
SEAL CONCRETE AND FOOTING
FLOW
0.5% 1'-6"
BRIDGE SEAT
ELEVATION = 97.88
BRIDGE SEAT
ELEVATION = 97.98
GUARD ANGLE
SEE SHEET 11
FOREST SERVICE
U.S. DEPARTMENT OF AGRICULTURE
EASTERN REGION
R-9
WEST ABUTMENT
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
16 17
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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OF
#5 @ 12" #5
1'-0"#7 @ 12"
1'-9"
2' LAP
#5 @ 12"
#5 @ 11"
#5 @ 24"
#7 @ 12" #5 @ 12"
#5 @ 12"
#5 @ 12"
#5 @ 12"
#7 @ 12"
#7 @ 12"
1'-9"
2' LAP
#5 @ 11"
#5 @ 12"
#5 @ 12"
#5 @ 12"
#5 @ 12"
1'-0"
1'-0"
#5 @ 12"
#7 @ 12"
#5 @ 11"
#5 @ 12" #5 @ 11"
3 - #5
#7 @ 12"
#5 @ 12"
#5 @ 11"
2 - #5 @ 11"
9"
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"
4'
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
ABUTMENT REINFORCEMENT
SQUIRREL TOWN BRIDGE REPLACEMENT
PGL
PGL
FEB 2018
HOOSIER NATIONAL FOREST
BROWNSTOWN RANGER DISTRICT
17 17
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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OF
| Squirrel Town Signature Sheet.pdf |
| Squirrel Town Plans 02142018.pdf |
| Sheets and Views |
| Squirrel_Town_Rd_AOP_180201-Gen Notes |
| Squirrel_Town_Rd_AOP_180201-Struct Notes |
| Squirrel_Town_Rd_AOP_180201-Road |
| Squirrel_Town_Rd_AOP_180201-Plan |
| Squirrel_Town_Rd_AOP_180201-RoadDet (2) |
| Squirrel_Town_Rd_AOP_180201-Sections |
| Squirrel_Town_Rd_AOP_180201-Sections2 |
| Squirrel_Town_Rd_AOP_180201-RoadDet |
| Squirrel_Town_Rd_AOP_180201-MiscDet |
| Squirrel_Town_Rd_AOP_180201-Bridge Plan |
| Squirrel_Town_Rd_AOP_180201-Bridge2 (2) |
| Squirrel_Town_Rd_AOP_180201-Bridge1 |
| Squirrel_Town_Rd_AOP_180201-Bridge2 |
| Squirrel_Town_Rd_AOP_180201-EastAbut |
| Squirrel_Town_Rd_AOP_180201-WestAbut |
| Squirrel_Town_Rd_AOP_180201-AbutReinf |
File details come from the government source that posted it.