Attachment II-Signed Coconut Road Sealed Final Plans - 9-16-2024.pdf
PDF 9 MB Posted
- Attached to
- AML 2313 Burning Star No 2
- Solicitation number
- 25-422DNR-MINES-B-47122
- Issued by
- Pope County, Illinois
About this file
This document is a set of project plans for the Burning Star No. 2-Coconut Road Reclamation Project, prepared by the Illinois Department of Natural Resources (IDNR), Office of Mines and Minerals, and funded by the United States Department of Interior's Federal Office of Surface Mining. The project involves the removal of existing pipe culverts, realignment of the existing road, and placement of a precast prestressed concrete (PPC) deck beam bridge with a 94'-1" clear span at a 35-degree skew, along with wingwalls and other minor collateral work. The project is located in Perry County and has been assigned the project number AML-BPeE-2313. The plans include detailed drawings for removal, road profile, bridge design, steel railing, deck beam details, abutment details, and cross-sections.
The project includes various quantified items such as 565 cubic yards of earth excavation, 1,004 linear feet of perimeter erosion barrier, 667 square yards of stone dumped riprap, 1,020 square yards of aggregate base course, and removal of dual 120" pipes. The contract involves furnishing and installing steel HP12x63 piles, driving piles, providing steel railing, and implementing traffic control and protection measures. Funding is provided through the Bipartisan Infrastructure Law Abandoned Mined Land Grant Program. The plans specify detailed technical requirements, including prestressed concrete specifications, reinforcement details, bearing pad configurations, and construction notes. The project emphasizes careful site preparation, utility coordination, and adherence to specific engineering standards and specifications.
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Text version
State of Illinois Department of Natural Resources
Funded by the
Prepared By IDNR Staff
Approved for Bidding:
Office of Mines and Minerals
Burning Star No. 2-Coconut Road Reclamation Project AML-BPeE-2313 Perry County
SCHEDULE OF DRAWINGS:
1.
AMLR Division Lance Range, Division Manager
Approved By: Approved By:
Division of Abandoned Mined Lands Reclamation Office of Mines and Minerals
2.
3-5.
Removal Plan Plan and Profile
Cover Sheet Summary of Quantities / General Notes / Location Map
6.
United States Department of Interior Federal Office of Surface Mining
IDOT Standards: 000001-08, 001006, 515001-04, Perry County Burning Star #2-Coconut Rd Reclamation Project
General Plan and Elevation7.
Superstructure Plan and Cross Section 10.
Steel Railing, Type SM8.
42"x36" PPC Deck Beam
Jeremy Buening, P.E., S.E.
No. 062-060325 IL Licensed Professional Engineer
Ronnie Huff, Director
9.
13. Steel HP Pile Details 14-15. Cross Sections
701901-08, 725001-01, BLR 21-9, BLR 22-7
11. 42"x36" PPC Deck Beam Details
12. Abutment Details
Date 9/16/24 Expires 11/30/25
Attachment B - Project Plans
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BOONE
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MC HENRY
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PUTNAM
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CALHOUN
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JERSEY
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BOND
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EDWARDS
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LAKE
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WINNEBAGO
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JO DAVIESS
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STEPHENSON
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CARROLL
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WHITESIDE
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OGLE
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LEE
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KANE
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COOK
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KENDALL
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WILL
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LA SALLE
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LIVINGSTON
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IROQUOIS
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WOODFORD
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MC LEAN
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FORD
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DE WITT
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MACON
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PIATT
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VERMILION
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CHAMPAIGN
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DOUGLAS
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EDGAR
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MOULTRIE
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STARK
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PEORIA
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MARSHALL
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HENRY
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BUREAU
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KNOX
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ROCK ISLAND
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MERCER
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ADAMS
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MC DONOUGH
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SCHUYLER
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BROWN
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PIKE
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SCOTT
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CHRISTIAN
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SHELBY
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COLES
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CLARK
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JASPER
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CUMBERLAND
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POPE
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HARDIN
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FRANKLIN
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MONROE
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WASHINGTON
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RANDOLPH
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JACKSON
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UNION
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PULASKI
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MASSAC
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ALEXANDER
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GREENE
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MACOUPIN
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MADISON
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MONTGOMERY
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ST. CLAIR
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CLINTON
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jbuening IL PE Seal mike.tarlton Image mike.tarlton Image mike.tarlton Line mike.tarlton Rectangle
GENERAL NOTES
SUMMARY OF QUANTITIES
EXISTING ROAD SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE COVERED OR REMOVED AS DIRECTED BY THE ENGINEER. THIS WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE CONTRACT PAY ITEMS AND
NO ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR.
GRADING SHALL BE DONE BY HAND AROUND LIGHTS POLES, UTILITY POLES, SIGN POSTS, SHRUBS, TREES OR OTHER NATURAL OR MAN-MADE OBJECTS WHERE SHALLOW FILLS OR CUTS ARE ADJACENT TO THE ITEMS. THE DECISION AS TO ITEMS TO REMAIN IN PLACE SHALL BE DIRECTED BY THE ENGINEER. THIS WORK WILL NOT BE PAID FOR SEPARATELY, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.
UTILITY COMPANIES MAY BE ADJUSTING THEIR FACILITIES AT THE TIME OF CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL
COOPERATE WITH THESE ORGANIZATIONS WHILE THEY PERFORM THEIR WORK.
THE CONTRACTOR SHALL NOTIFY THE PERRY COUNTY HIGHWAY DEPARTMENT RESIDENT ENGINEER AND THE COUNTY ENGINEER 72 HOURS
IN ADVANCE OF CONSTRUCTION WORK.
THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS TO PROTECT PUBLIC AND PRIVATE PROPERTY. IF AT ANY TIME THE CONTRACTOR DAMAGES OR DESTROYS PUBLIC OR PRIVATE PROPERTY, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, RESTORE SUCH PROPERTY TO A
CONDITION EQUAL TO THAT EXISTING BEFORE SUCH DAMAGE.
THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS PRIOR TO EXCAVATION OPERATIONS.
EXCEPT WHERE DESIGNATED OTHERWISE, THE LOCATIONS AND/OR DEPTHS OF UNDERGROUND UTILITIES SHOWN HAVE BEEN TAKEN FROM INFORMATION FURNISHED BY THE UTILITY OWNERS & MUST BE CONSIDERED APPROXIMATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ALL UNDERGROUND UTILITIES. CONTACT J.U.L.I.E., PHONE 800-892-0123, AND ALL UTILITY COMPANIES PRIOR TO DIGGING.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD PRIOR TO CONSTRUCTION
WHEREVER IN THE PLANS OR SPECIFICATIONS THE TERM STANDARD SPECIFICATIONS IS USED, IT SHALL BE UNDERSTOOD BY THE CONTRACTOR TO MEAN THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS PREPARED BY THE DEPARTMENT
OF TRANSPORTATION OF THE STATE OF ILLINOIS AND ADOPTED APRIL 1, 2022.
PROPOSED
BEGINS STATION 47+67.29
ENDS STATION 53+81.61
PROPOSED SN 073-3201
LOCATION MAP
T 5S
3RD PM
R 2W
THE PROPOSED IMPROVEMENT CONSISTS OF REMOVAL OF EXISTING PIPE
CULVERTS, REALIGNMENT OF EXISTING ROAD AND PLACEMENT OF A PPC
DECK BEAM BRIDGE, 94'-1" CLEAR SPAN, 35° SKEW, WITH WINGWALLS, 35°
SKEW, AND OTHER MINOR COLLATERAL WORK.
1-800-892-0123
OR 811
JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION
J.U.L.I.E.
200' 0 10'
100' 20' 30'
300' 1''= 10' 1''= 100'
1''= 50'
1''= 40'
1''= 30'
1''= 20'
50' 100'
FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD
ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT
CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS
ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.
50'
50'
50'
100'
100'
100'
UTILITIES
AMEREN ILLINOIS
FRONTIERTELEPHONE:
WATER:
ELECTRIC:
REND LAKE INTER-CITY WATER
Summary of Quantities
# Item Section Quantity Unit Rates/Remarks
1 20200100 EARTH EXCAVATION IDOT 202 565 CU YD
2 28000400 PERIMETER EROSION BARRIER IDOT 280 1004.0 FOOT
3 28100707 STONE DUMPED RIPRAP, CLASS A4 281 667 SQ YD
4 35101100 AGGREGATE BASE COURSE, TYPE A 12" IDOT 351 1,020 SQ YD
5 50100100 REMOVAL OF EXISTING STRUCTURES 501 1 EACH REMOVAL OF DUAL 120" PIPES - ALL AS 1 EACH. SEE SPECIAL PROVISION
6 50300225 CONCRETE STRUCTURES IDOT 503 35.7 CU YD
7 50400705 PRECAST PRESTRESSED CONCRETE DECK BEAMS (42" DEPTH) IDOT 504 2,258 SQ FT
8 50800205 REINFORCEMENT BARS, EPOXY COATED IDOT 508 4900 POUND
9 50901050 STEEL RAILING, TYPE SM IDOT 509 193 FOOT
10 51201610 FURNISHING STEEL PILES HP12X63 IDOT 512 610 FOOT
11 51202305 DRIVING PILES IDOT 512 610 FOOT
12 51204650 PILE SHOES IDOT 512 10 EACH
13 51500100 NAME PLATES IDOT 515 1 EACH
14 66500105 WOVEN WIRE FENCE, 4' 665 655 FOOT
15 CATTLE / WATER GATE 665 190 FOOT
16 67100100 MOBILIZATION 671 1 L SUM
17 72501000 TERMINAL MARKER - DIRECT APPLIED IDOT 725 4 EACH
18 X2501000 SEEDING, CLASS 2 (SPECIAL) 250 0.5 ACRE
19 X6650202 WOVEN WIRE FENCE REMOVAL 665 675 FOOT
20 X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) 701 1 L SUM
The traffic control used will be dependent upon the construction operations and any county specified traffic control. Standards BLR 21-9, BLR 22-7, and 701901
21 PILE AUGERING 512 610 FOOT
THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND FAMILIARIZING HIMSELF WITH THE EXISTING AND PROPOSED RECLAMATION
WORK PRIOR TO SUBMITTING A BID.
1. Furnishing, erecting and removing the sign shall be incidental to the contract.
2. The sign shall be painted on 12" or thicker exterior plywood (4' x 8'), color shall be black on white, and a 10" diameter Illinois state seal shall be provided by the D.N.R.
3. The posts shall be made of 4" x 4" wood or 2.5" metal pipe, and shall be 10' long.
The sign shall be securely fastened to the posts with six 2.5" long, round head wood screws (for wood posts) or four 5" long, 3 8" diameter carriage bolts (for wood or metal posts).
4. The top of the sign shall be level with the top of the posts, and the posts shall be 1' from the edges of the sign. The posts shall be set in the ground 3', so that the bottom of the sign is 3' from the ground.
CONSTRUCTION SIGN DETAIL
Natalie Phelps Finnie, Director Funding provided by the US Department of the Interior, Office of Surface Mining, with funding from the Bipartisan Infrastructure Law Abandoned Mined Land Grant Program
ABANDONED MINED LANDS
RECLAMATION PROJECT
STATE OF ILLINOIS
J.B. PRITZKER, GOVERNOR
Department of Natural Resources
THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL FIELD ENGINEERING SERVICES TO EXECUTE THE PROJECT AS SPECIFIED IN THE FIELD
ENGINEERING SECTION OF THE SPECIAL PROVISIONS.
THE CONSTRUCTION LIMITS WILL BE STAKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND/OR RESTITUTION AT HIS OWN EXPENSE FOR ALL DAMAGED DONE TO ANY AREA OUTSIDE THE CONSTRUCTION LIMITS.
ORDERING MATERIALS.
THE EXISTING PIPE CULVERTS AND ROADWAY SHALL NOT BE REMOVED UNTIL TRAFFIC IS OPEN TO THE NEW ROAD AND BRIDGE. ROAD CLOSURE WILL NOT BE ALLOWED AND ALL PRECAUTIONS SHALL BE TAKEN TO ALLOW CONTRUCTION TO OCCUR WHILE TRAFFIC OPERATES
ON THE EXISTING COCONUT ROAD ALIGNMENT.
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EXACT LOCATION TO BE SET BY ENGINEER
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SPACING LETTERS
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PR CURVE C1
PI STA 48+86.23
Δ = 40°46'30" (RT)
D = 25°46'11" T = 83.62' R = 225.00' L = 160.12' E = 15.04'
PC STA 48+02.61
PT STA 49+62.73
184-001397
DECATUR
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
10' 0' 10'
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AutoCAD SHX Text N 2,551,957.07 E 511,380.70
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EXISTING ROAD PROFILE
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STA. 47+67.27 IMPROVEMENT BEGINS
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TOTAL
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DRAWN
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BCG
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DMG
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REVISED
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REVISED
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REVISED
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PERRY
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BURNING STAR NO. 2 - COCONUT ROAD
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SECTION
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VARIES 15' TO 25'
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VARIES 15' TO 25'
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TYPICAL ROADWAY SECTION
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NOT TO SCALE
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STA 47+67.27 TO STA 49+62.88 AND STA 50+56.92 TO STA 53+81.60
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PR. R.O.W.
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PR. R.O.W.
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PROPOSED 12" AGGREGATE TYPE A
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LEGEND
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REMOVAL
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184-001397
DECATUR
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
10' 0' 10'
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EXIST. COCONUT ROAD
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35° SKEW
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PROPOSED BRIDGE STA 50+00.00 PROFILE GRADE = 455.34
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PROPOSED GRADE
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24" THICK STONE DUMPED RIPRAP CL A4 (TYP.)
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EXISTING GRADE
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96'-6" BK. TO BK. ABUTMENTS
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42" DEEP PPCDU
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CHANNEL EXCAVATED
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PROPOSED ABUTMENT
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METAL SHELL PILES
AutoCAD SHX Text SUITABLE CHANNEL AND STRUCTURE EXCAVATION SHALL BE USED IN THE CONSTRUCTION OF THE BRIDGE. THE COST OF CHANNEL AND STRUCTURE EXCAVATION SHALL BE INCLUDED IN THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR THIS WORK. PROPOSED BRIDGE ABUTMENTS SHALL BE BACKFILLED WITH CONTROLLED LOW-STRENGTH MATERIAL.
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PROPOSED BRIDGE STA 50+00.00 PROFILE GRADE = 455.34
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ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
10' 0' 10'
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EXISTING ROADWAY ALIGNMENT
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SHEET NO. OF SHEETS
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DATE
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DESIGNED
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CHECKED
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DRAWN
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BCG
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DMG
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BCG
AutoCAD SHX Text 10-5-23
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REVISED
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AutoCAD SHX Text
AutoCAD SHX Text
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REVISED
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REVISED
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REVISED
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PERRY
AutoCAD SHX Text
BURNING STAR NO. 2 - COCONUT ROAD
AutoCAD SHX Text
SECTION
AutoCAD SHX Text AML-BPeE-2313
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text 51+00
AutoCAD SHX Text 54+00
AutoCAD SHX Text
PLAN & PROFILE
AutoCAD SHX Text Proposed Fence
AutoCAD SHX Text Fence Removal
AutoCAD SHX Text Fence Removal
AutoCAD SHX Text Proposed Fence
AutoCAD SHX Text Existing Fence to Remain
AutoCAD SHX Text Construction Limits
AutoCAD SHX Text Construction Limits
AutoCAD SHX Text N
End of Proposed Fence
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
AutoCAD SHX Text
APPROXIMATE EXCAVATION EXTENTS
AutoCAD SHX Text
REMOVE EXISTING 120" DIA PIPES
AutoCAD SHX Text SOUTHEAST CORNER OF THE SE , SE SECTION 14, SE SECTION 14 SECTION 23 TOWNSHIP5 SOUTH, RANGE 2 WEST, 3RD PM
AutoCAD SHX Text
REMOVE EXISTING FENCE
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REMOVE EXISTING FENCE
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APPROXIMATE ROADWAY REMOVAL EXTENTS
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EXIST. COCONUT ROAD
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PR ROW
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APPROXIMATE EXCAVATION AREA
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REMOVE EXISTING 120" DIA. PIPES
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1.5:1 MAX
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1.5:1 MAX
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24" THICK STONE DUMPED RIPRAP CL A4 (TYP.)
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COUNTY
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ILLINOIS
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TOTAL
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SHEETS
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SHEET
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NO.
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SHEET NO. OF SHEETS
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DATE
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DESIGNED
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CHECKED
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DRAWN
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BCG
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DMG
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BCG
AutoCAD SHX Text 10-5-23
AutoCAD SHX Text
REVISED
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
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REVISED
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REVISED
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PERRY
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BURNING STAR NO. 2 - COCONUT ROAD
AutoCAD SHX Text
SECTION
AutoCAD SHX Text AML-BPeE-2313
AutoCAD SHX Text
AutoCAD SHX Text
REMOVAL PLAN
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XX+00
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XX+00
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REMOVAL PLAN
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PERIMETER EROSION BARRIER
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PROPOSED FENCE
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CONSTRUCTION LIMITS
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EXISTING FENCE
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PROPOSED ROW
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EXISTING ROW
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LEGEND
REMOVAL
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983 signature license expires date
November 30, 2025
9/16/24
AutoCAD SHX Text
BOONE
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MC HENRY
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PUTNAM
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CALHOUN
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JERSEY
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BOND
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EDWARDS
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LAKE
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WINNEBAGO
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JO DAVIESS
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STEPHENSON
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CARROLL
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WHITESIDE
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OGLE
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LEE
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DE KALB
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KANE
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COOK
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DU PAGE
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KENDALL
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WILL
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LA SALLE
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GRUNDY
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KANKAKEE
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LIVINGSTON
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IROQUOIS
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WOODFORD
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MC LEAN
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FORD
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DE WITT
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MACON
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PIATT
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VERMILION
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CHAMPAIGN
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DOUGLAS
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EDGAR
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MOULTRIE
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STARK
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PEORIA
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MARSHALL
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HENRY
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BUREAU
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KNOX
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ROCK ISLAND
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MERCER
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WARREN
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HENDERSON
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HANCOCK
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ADAMS
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MC DONOUGH
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SCHUYLER
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FULTON
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TAZEWELL
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MASON
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LOGAN
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BROWN
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PIKE
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CASS
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MORGAN
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SCOTT
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MENARD
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SANGAMON
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CHRISTIAN
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SHELBY
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COLES
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CLARK
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JASPER
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CUMBERLAND
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RICHLAND
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LAWRENCE
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WABASH
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CRAWFORD
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FAYETTE
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EFFINGHAM
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CLAY
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MARION
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WAYNE
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JEFFERSON
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HAMILTON
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WHITE
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SALINE
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GALLATIN
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POPE
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HARDIN
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FRANKLIN
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MONROE
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WASHINGTON
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RANDOLPH
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PERRY
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JACKSON
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UNION
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JOHNSON
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PULASKI
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MASSAC
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ALEXANDER
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GREENE
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MACOUPIN
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MADISON
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MONTGOMERY
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ST. CLAIR
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CLINTON
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WILLIAMSON
AutoCAD SHX Text PRE-BID MEETING REFER TO THE BID SOLICIATION FOR INFORMATION ABOUT THE PRE-BID MEETING.
jbuening Illinois SE
DECATUR
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
BILL OF MATERIAL
AutoCAD SHX Text
DETAIL OF '' ROUND HEAD BOLT34'' ROUND HEAD BOLT
AutoCAD SHX Text
VIEW C-C
AutoCAD SHX Text Unit
AutoCAD SHX Text Quantity
AutoCAD SHX Text Item
AutoCAD SHX Text Foot
AutoCAD SHX Text
VIEW E-E
AutoCAD SHX Text 38''
AutoCAD SHX Text As Required
AutoCAD SHX Text 18'' max.
AutoCAD SHX Text 34''
AutoCAD SHX Text | ''18''
AutoCAD SHX Text 1 ''12''
AutoCAD SHX Text 1 ''12''
AutoCAD SHX Text | ''18''
AutoCAD SHX Text 1 ''12''
AutoCAD SHX Text | ''18''
AutoCAD SHX Text Locknut
AutoCAD SHX Text With Slot
AutoCAD SHX Text Locknut
AutoCAD SHX Text 34''
AutoCAD SHX Text 1 ''34''
AutoCAD SHX Text 1 ''34''
AutoCAD SHX Text 1''
AutoCAD SHX Text 34''
AutoCAD SHX Text C Post
AutoCAD SHX Text 3''
AutoCAD SHX Text
RAIL SPLICE CONNECTION AT EXPANSION JT.
AutoCAD SHX Text
PLAN-BOTT. SPLICE TYPICAL
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
ANCHOR DEVICE
AutoCAD SHX Text 9 '' 12''
AutoCAD SHX Text 3 '' 34''
AutoCAD SHX Text 1 '' 34''
AutoCAD SHX Text 2''
AutoCAD SHX Text C Post
AutoCAD SHX Text 2''
AutoCAD SHX Text 3''
AutoCAD SHX Text 34''
AutoCAD SHX Text 1 '' 12''
AutoCAD SHX Text 12''x1 ''x6'' Bar12''x6'' Bar
AutoCAD SHX Text 1 '' 34''
AutoCAD SHX Text 1 '' 34''
AutoCAD SHX Text 34''
AutoCAD SHX Text 34''
AutoCAD SHX Text
AutoCAD SHX Text 3''
AutoCAD SHX Text 3''
AutoCAD SHX Text 10''
AutoCAD SHX Text 1''
AutoCAD SHX Text 3''
AutoCAD SHX Text 11 ''12''
AutoCAD SHX Text 7 ''12''
AutoCAD SHX Text 2 ''34''
AutoCAD SHX Text 2 ''34''
AutoCAD SHX Text 6''
AutoCAD SHX Text 7''
AutoCAD SHX Text 1 '' holes18'' holes
AutoCAD SHX Text 1 '' 116'' holes
AutoCAD SHX Text ` '' x 7'' x 6''12'' x 7'' x 6''
AutoCAD SHX Text Grind '' Chamfer516'' Chamfer
AutoCAD SHX Text W6x25
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text Without Slot or Recess
AutoCAD SHX Text C 1 '' 18'' Holes
AutoCAD SHX Text *Threaded areas shall be plugged or blocked off during casting of beam. Galvanized after fabrication.
AutoCAD SHX Text Steel Railing, Type SM
AutoCAD SHX Text **#3 bar
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 30°
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text "holes
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AutoCAD SHX Text 10 Gauge
AutoCAD SHX Text 2"
AutoCAD SHX Text 5"
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text 1" Steel `
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 5"
AutoCAD SHX Text 7"
AutoCAD SHX Text Roadway face of
AutoCAD SHX Text End Section
AutoCAD SHX Text 2'-0" Approx
AutoCAD SHX Text R 6
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3" Min
AutoCAD SHX Text
SECTION D-D
AutoCAD SHX Text
DETAILS OF CURLED END SECTION - 2 EACH
AutoCAD SHX Text 1'' Round bar stock AASHTO M270 G50 or hex coupler nuts conforming to AASHTO M291, Grade A - 3'' long welded to #3 bar. Tap pipe for 5/8'' cap screw.
AutoCAD SHX Text Whenever the lower insert assemblies interfere with strand locations, the #3 bars shall be cut and adjusted in order to allow raising or lowering of the lower inserts. Maximum adjustment not to exceed 1/2''.
AutoCAD SHX Text HSS 6x4x x3 " 14x3 " 12" long
AutoCAD SHX Text HSS 6x3x x3 '' 14x3 '' 38'' long
AutoCAD SHX Text 1'' H.S. Nut AASHTO M 164 welded to
AutoCAD SHX Text Cast 1'' voids behind each nut
AutoCAD SHX Text 14" at rail splice
AutoCAD SHX Text 1 " at exp. jt. at 50° F.12" at exp. jt. at 50° F.
AutoCAD SHX Text 2 " Top Rail 12" Top Rail 2 " Bott. Rail38" Bott. Rail
AutoCAD SHX Text 58''x1 ''Cap Screw with 34''Cap Screw with flat washer
AutoCAD SHX Text 58''x1 " Cap 34" Cap Screw with flat washer & '' 34'' XS pipe spacer, 12'' long.
AutoCAD SHX Text Hollow structural section
AutoCAD SHX Text 1 ''x2 "Slotted 18''x2 "Slotted 12"Slotted Holes in hollow structural section
AutoCAD SHX Text
END OF RAIL DETAILS
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 7"
AutoCAD SHX Text 1"
AutoCAD SHX Text Typ.
AutoCAD SHX Text 14"
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text 8"
AutoCAD SHX Text 2"
AutoCAD SHX Text 38"
AutoCAD SHX Text 1"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"Drain Hole
AutoCAD SHX Text 78"Holes in Tube
AutoCAD SHX Text 1" Holes in
AutoCAD SHX Text 3"
AutoCAD SHX Text 5"
AutoCAD SHX Text 2"
AutoCAD SHX Text 6"
AutoCAD SHX Text 1"
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 5"
AutoCAD SHX Text 14"
AutoCAD SHX Text 34"
AutoCAD SHX Text Traffic side of rail
AutoCAD SHX Text 4"
AutoCAD SHX Text 1'-3"
AutoCAD SHX Text 1'-3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 19" Approx
AutoCAD SHX Text 2- "x6"Button Hd. Machine Bolts (with slot 34"x6"Button Hd. Machine Bolts (with slot or approved recess in head) with locknut & flat washer.
AutoCAD SHX Text 1 " Holes for 1"x 4" Round 18" Holes for 1"x 4" Round Head Bolts. Provide 2 flat washers & locknuts for guard rail connection shown on Std. 631026.
AutoCAD SHX Text (Cost included with Steel Railing, Type SM)
AutoCAD SHX Text "x2 "x1'-8" 38"x2 "x1'-8" 12"x1'-8" Top & Bottom
AutoCAD SHX Text 34"Holes in tubing
AutoCAD SHX Text "x6 "x1'-8" Each side, 38"x6 "x1'-8" Each side, 78"x1'-8" Each side, Each side, , top rail ` ''x4 ''x1'-8'' ` ''x4 ''x1'-8'' 38''x4 ''x1'-8'' 78''x1'-8'' Each side, bottom rail
AutoCAD SHX Text
SECTION AT RAIL SPLICE
AutoCAD SHX Text Locknut
AutoCAD SHX Text 1 "34"
AutoCAD SHX Text 1 "34"
AutoCAD SHX Text 3 "12"
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text "x11 "x5"12"x11 "x5"12"x5"
AutoCAD SHX Text 3 "12"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3 "34"
AutoCAD SHX Text 3 "34"
AutoCAD SHX Text 1 " Holes in 18" Holes in angles and plate
AutoCAD SHX Text 1"x6"x19"1"x6"x19"
AutoCAD SHX Text 6x4x x6"long34x6"long
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 5"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text " x 11 " x 5"12" x 11 " x 5"12" x 5"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 4"
AutoCAD SHX Text 6"
AutoCAD SHX Text 34''x 6" Granular or solid flux filled headed studs conforming to article 1006.32 of the Std. Specs. automatically end welded. (6 Required per `)
AutoCAD SHX Text
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AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 12"
AutoCAD SHX Text 1"x6"x19"1"x6"x19"
AutoCAD SHX Text 1 " Hole18" Hole
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Typ
AutoCAD SHX Text 2-1 " Holes in angles 316" Holes in angles 1-1 "x5 " Slotted hole in 316"x5 " Slotted hole in 12" Slotted hole in post
AutoCAD SHX Text HSS 6x4x x3 "long14x3 "long12"long
AutoCAD SHX Text 11/2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 11/2"
AutoCAD SHX Text 6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 2"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 1 " holes in " 116" holes in " 38"
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text 1'-7"
AutoCAD SHX Text 3"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 5 "34"
AutoCAD SHX Text 5 "34"
AutoCAD SHX Text 3 "34"
AutoCAD SHX Text 3 "34"
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text C Slotted holes
AutoCAD SHX Text W6x25
AutoCAD SHX Text
SECTION AT RAIL POST
AutoCAD SHX Text 1 ''34''
AutoCAD SHX Text 3 ''12''
AutoCAD SHX Text 1 ''12''
AutoCAD SHX Text 4''
AutoCAD SHX Text 11''
AutoCAD SHX Text 10''
AutoCAD SHX Text 3''
AutoCAD SHX Text 3 ''34''
AutoCAD SHX Text 3 ''34''
AutoCAD SHX Text 1 '' x 3'' Slotted holes316'' x 3'' Slotted holes
AutoCAD SHX Text 3 ''12''
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text 6x4x 34
AutoCAD SHX Text 2'-8''
AutoCAD SHX Text 1'-0''
AutoCAD SHX Text 6''
AutoCAD SHX Text 6''
AutoCAD SHX Text 8''
AutoCAD SHX Text 2''
AutoCAD SHX Text 4''
AutoCAD SHX Text 2''
AutoCAD SHX Text 3''
AutoCAD SHX Text 3''
AutoCAD SHX Text 4''
AutoCAD SHX Text Varies
AutoCAD SHX Text 10''
AutoCAD SHX Text 3''
AutoCAD SHX Text ''x7''x6''12''x7''x6''
AutoCAD SHX Text 12''
AutoCAD SHX Text 1 ''34''
AutoCAD SHX Text 1 ''34''
AutoCAD SHX Text 2 ''12''
AutoCAD SHX Text 2 ''12''
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text 3''
AutoCAD SHX Text 3''
AutoCAD SHX Text (6'-3'' Maximum Post Spacing)
AutoCAD SHX Text 78'' Holes in post
AutoCAD SHX Text 1 ''Holes 18''Holes in angles
AutoCAD SHX Text 2- ''x3 ''H.S.bolts with 34''x3 ''H.S.bolts with 14''H.S.bolts with hex nut & flat washers
AutoCAD SHX Text ''x11 ''x5''12''x11 ''x5''12''x5''
AutoCAD SHX Text HSS 6 x 4 x 14
AutoCAD SHX Text HSS 8 x 4 x 516
AutoCAD SHX Text 1 '' x 5 '' slotted 316'' x 5 '' slotted 12'' slotted hole in post
AutoCAD SHX Text 1 '' holes 316'' holes in angles
AutoCAD SHX Text 2- 'x5 ''cap screws 58''x5 ''cap screws 34''cap screws with flat washer
AutoCAD SHX Text 2- 1''x 7 '' AASHTO 34'' AASHTO M-164 anchor bolts withflat washer and lockwasher
AutoCAD SHX Text HSS 6''x3''x ''x3 ''long14''x3 ''long38''long
AutoCAD SHX Text HSS 6x4x x3 '' long14x3 '' long12'' long
AutoCAD SHX Text 18''x7''x6''Fabric reinforced elastomeric pad
AutoCAD SHX Text
AutoCAD SHX Text 4- '' x 6'' Round Head Bolts 34'' x 6'' Round Head Bolts with locknut & flat washer. 78'' holes in hollow structural section may be drilled in the field.
AutoCAD SHX Text Notes: For multi-span bridges, sufficient ''x6''x1'-2''galvanized 14''x6''x1'-2''galvanized steel shims shall be provided to align rail between adjacent spans.Cost included with Steel Railing, Type SM. Steel rail elements shall be galvanized according to Article 509.05 of the Standard Specifications. *** The studs of the anchor devices shall be placed below the top reinforcement bars and the outermost longitudinal reinforcement bar shall be placed directly above the studs of the rail post anchor device. The anchorage studs may be bent down " to accommodate the top 12" to accommodate the top reinforcement bar placement.
AutoCAD SHX Text
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text Top of beam
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEET NO. OF SHEETS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
BCG
AutoCAD SHX Text
DMG
AutoCAD SHX Text
BCG
AutoCAD SHX Text 10-5-23
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
PERRY
AutoCAD SHX Text
BURNING STAR NO. 2 - COCONUT ROAD
AutoCAD SHX Text
SECTION
AutoCAD SHX Text AML-BPeE-2313
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STEEL RAILING, TYPE SM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
XX+00
XX+00
DECATUR
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
AutoCAD SHX Text %%uPLAN%%u
AutoCAD SHX Text Rail post spacing
AutoCAD SHX Text 24'-0" out to out deck
AutoCAD SHX Text Back of W. Abut.
AutoCAD SHX Text Back of E. Abut.
AutoCAD SHX Text 94'-1" end to end deck
AutoCAD SHX Text 9½"
AutoCAD SHX Text 9½"
AutoCAD SHX Text Notes: See sheet 10 and 11 of 15 for Superstructure Details and Bill of Material.
AutoCAD SHX Text N
AutoCAD SHX Text
C COCONUT ROAD
AutoCAD SHX Text L
AutoCAD SHX Text
35° SKEW
AutoCAD SHX Text 15-Spaces at 6'-2" cts. = 92'-6" (Typ. each side of bridge)
AutoCAD SHX Text Grout Key w/ Non-Shrink Grout See Std. Specs.
AutoCAD SHX Text Coconut Road
AutoCAD SHX Text 8-42"x36" Precast Prestressed Concrete Deck Beams
AutoCAD SHX Text %%uCROSS SECTION%%u
AutoCAD SHX Text (Looking North)
AutoCAD SHX Text 24'-0" out to out deck
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text Profile Grade Lines Elev. 455.34
AutoCAD SHX Text Slope ''per foot316''per foot
AutoCAD SHX Text Type SM Steel Bridge Rail
AutoCAD SHX Text Total drop = 2 " 14"
AutoCAD SHX Text Slope ''per foot316''per foot
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEET NO. OF SHEETS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
BCG
AutoCAD SHX Text
DMG
AutoCAD SHX Text
BCG
AutoCAD SHX Text 10-5-23
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
PERRY
AutoCAD SHX Text
BURNING STAR NO. 2 - COCONUT ROAD
AutoCAD SHX Text
SECTION
AutoCAD SHX Text AML-BPeE-2313
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SUPERSTRUCTURE PLAN AND CROSS SECTION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
XX+00
94'-1" end to end beam
U1(E)
4- #6
U (E
) b ar s
Similar about C
35° skew
30 - #4 A(E) bars at 1'-6" cts., bottom of top slab
6-#4 S1(E) bars, top 6-#4 S(E) bars, bottom
2-#4 S4(E) bars, top 2-#4 S3(E) bars, bottom
Fan 5-#4 S4(E) bars, top. Cut to fit Fan 5-#4 S3(E) bars, bottom. Cut to fit
B
PLAN VIEW
BC
A
C
A
15 - #4 A(E) bars at 3'-0" cts., top
59 - #4 S2(E) bars at 9" cts., top 59 - #4 S(E) bars at 9" cts., bottom
5 spaces at 6" = 2'-6"9" 9" 9"
A(E)B(E) or B1(E)4-#4 U1(E) bars
C Lifting loop 60° min. angle of lift
U(E)
(For information only)
BAR LIST
ONE BEAM ONLY
2'-7"#4A(E)
#3
ShapeLengthSizeNo.Bar
S(E) S1(E)
#4 #4
9'-2" 6'-5"12
#4 6'-8"S2(E)
8 #6 5'-9" 8 #4U1(E)
S4(E) S3(E) #4
#4
Note:
See sheet 11 of 15 for additional details and Bill of Material.
B(E) #3 B1(E) 10'-0"12
S(E) and S1(E)
S(E) and S2(E)
S3(E) and S4(E)
U(E)
3' -6
2' -5
2' -7
4"
51 2"
8"
6" 7"
Omit key on exterior face of outside beams
4"
3'-0"
2"
(Showing dimensions)
2'-0"
SECTION B-B
6"6"
2"
2"
51 2"11 2"
8"
2 strands 0 strands
2 strands 2 strands 2 strands
10 strands 10 strands 0 strands 2 strands 2 strands 2 strands
1' -4
2"
4"
2" cl.
sp a.
2" c ts
5 sp. @ 2" cts.
4"
6"
2"
5"6"
2"
5"
1" cl
S(E)
SECTION B-B
(Showing reinforcement and permissible strand locations)
MINIMUM BAR LAP
#3 bar = 1'-6"
1 1 2"cl.
2"
SECTION A-A
11 2" cl
B1(E)
B(E)
B1(E)
B(E)
S2(E)A(E)
B(E) or B1(E)
6x 3-
#3 B
(E ) b ar s fu ll le ng th , t op
4- #3
B 1(
E) ba rs , t op 3x3-#3 B(E) bars full length, bottom of top slab
2-#3 B1(E) bars, bottom of top slab
11 2" cl
S4(E)
S3(E)
S4(E)
1" cl
VIEW C-C
2" cl.
U1(E)
U(E)
B1(E)
B(E)
B1(E)
B(E)
Note:
Spacing of S(E) and S2(E) bars may be adjusted up to 4" in the immediate area of the transverse tie diaphragms to miss the block outs for the transverse ties.
Note:
Place the number of strands specified in each row symmetrically about the centerline of beam in the permissible strand locations shown.
L
L
7'-4"
32'-4"
6'-1" 4'-8"
184-001397
DECATUR
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEET NO. OF SHEETS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
BCG
AutoCAD SHX Text
DMG
AutoCAD SHX Text
BCG
AutoCAD SHX Text 10-5-23
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
PERRY
AutoCAD SHX Text
BURNING STAR NO. 2 - COCONUT ROAD
AutoCAD SHX Text
SECTION
AutoCAD SHX Text AML-BPeE-2313
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 42"x36" PPC DECK BEAM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
XX+00
1' -4
3' -0
1'-3"
4 1 2"
4 1 2"
2'-0"
Exterior beam
C 3" Ø Hole for transverse tie assemblies
C Transverse tie diaphragm
35° skew
C Lifting loops 4 each end
PLAN VIEW
7" 3" typ.
C 2" Ø Holes for dowel rods at fixed ends only
4" ty p.
1'-3"
2' -6
1'-3"
BAR U(E)
BAR U1(E)
BAR S3(E)
BAR S4(E)
1' -1
1"
2'-3"
C Key
31 2" 10"
31 2"
3" Ø Hole
Edge of beam
FABRIC BEARING PAD FABRIC BEARING PAD
FIXED
1'-8"
3" Ø Holes
9" 9"
1'-1 1 2"
41 2"
(Interior) (Exterior)
41 2"
41 2"
41 2"
31 2"
2"
Po ck et
SECTION A-A
3"
1 4"
1 4"
2' -3
1 4"
A A
1 4" 1 4"
41 2"
1' -2
4"
4" x 4" x 12" ₽ Washer - 42 required
Coupling nut 5" long - 21 required
3" Ø Opening
TYPICAL TRANSVERSE TIE ASSEMBLY
1" Ø x 43" Rods (Thread each end 4") 42 - required
Nut for 1" Ø Rod - 42 required
Sq. Ft.Precast Prestressed Conc. Deck Bms. (42" depth)
BILL OF MATERIAL
NOTES
Prestressing steel shall be uncoated high strength, low relaxation 7-wire strand, Grade 270.
The nominal diameter shall be 12" and the nominal cross-sectional area shall be 0.153 sq. in.
The 1" Ø rods in the transverse tie assembly shall be tightened to a snug fit and the threads set. Pockets on exterior faces of bridge shall be filled with grout after transverse tie assembly is in place.
Two 18" fabric adjusting shims of the dimensions of the exterior bearing pad shall be provided for each bearing pad location.
A minimum 21
2" Ø lifting pin shall be used to engage the lifting loops during handling.
Corrosion Inhibitor, per Article 1020.05(b)(10) and 1021.07 of the Standard Specifications, shall be used in the concrete for precast prestressed concrete deck beams.
Compressive strength of prestressed concrete, f'c, shall be 6000 psi.
Compressive strength of prestressed concrete at release, f'ci, shall be 5000 psi.
3" Radius
1 2"
Top of Beam
LIFTING LOOP DETAIL
6"6"
6"
6" 51 2"
4" Ø Conduit
3-12" Ø 270 ksi strands
3' -2
2'-7"
BAR S(E)
3' -3
1 2"
2'-7"
BAR S1(E)
1' -1
1"
BAR S2(E)
1' -1
1"
2'-7"
16"1'-05
8"613 16"
3"3 13 16 "
3' -3
1 2" 3'
-2 1 2"
6" ty p.
6" ty p.
7 1 2"
4" Ø Drain holes bott.
31 2" ty p.
4" Ø Vent holes top
7 1 2"
Note:
Connect beams in pairs with the transverse tie configuration shown.
Notes:
All bearing pads shall be 1" thick.
Omit holes when using expansion bearings.
Expansion bearing pads shall be bonded to the substructure.
L
L L L
L
23'-61 4"
3'-6" 19'-2"
3'- 1"
3'-0"
2'-9"
2'-9"
C Transverse tie diaphragm
4" Ø Vent holes top
23'-61 4"
L
184-001397
DECATUR
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
AutoCAD SHX Text SheetTitleLine1
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEET NO. OF SHEETS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
BCG
AutoCAD SHX Text
DMG
AutoCAD SHX Text
BCG
AutoCAD SHX Text 10-5-23
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
PERRY
AutoCAD SHX Text
BURNING STAR NO. 2 - COCONUT ROAD
AutoCAD SHX Text
SECTION
AutoCAD SHX Text AML-BPeE-2313
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 42"x36" PPC DECK BEAM DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
XX+00
A
A
3' -7
184-001397
DECATUR
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
AutoCAD SHX Text 1-#5 s1(E) bars Each end
AutoCAD SHX Text Elev 455.15
AutoCAD SHX Text Elev 455.15
AutoCAD SHX Text Mandatory const. joint
AutoCAD SHX Text 10-#7 p(E) bars see sec. thru abut.
AutoCAD SHX Text Elev 451.56
AutoCAD SHX Text 1-#5 s(E) bar Each end
AutoCAD SHX Text 9" typ.
AutoCAD SHX Text 7-#5 s(E) bars at 10" cts., (Typ. between piles)
AutoCAD SHX Text Elev 451.57
AutoCAD SHX Text Elev 448.34
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text Type:HP12X63 Nominal Required Bearing: 497k Factored Resistance Available: 273k Est. Length:61' No. Production Piles:5 (W), 5 (E) No Pile Shoes: 5 (W), 5 (E)
AutoCAD SHX Text
PILE DATA
AutoCAD SHX Text Back of Abut. Sta. 49+51.75 W. Abut Sta. 50+48.25 E. Abut
AutoCAD SHX Text C Abut. and piles
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text C Rdwy.
AutoCAD SHX Text p(E)
AutoCAD SHX Text 35° Skew
AutoCAD SHX Text s1(E)
AutoCAD SHX Text u(E)
AutoCAD SHX Text s(E)
AutoCAD SHX Text 2" cl. typ.
AutoCAD SHX Text v2(E)
AutoCAD SHX Text v1(E)
AutoCAD SHX Text 4 pile spaces at 6'-7" = 26'-4"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 29-#5 u1(E) bars at 12" cts.
AutoCAD SHX Text s2(E)
AutoCAD SHX Text Optional const. joint
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text Fan 2-#5 s2(E) bars each end
AutoCAD SHX Text BAR h2(E)
AutoCAD SHX Text BARS s(E) & s1(E)
AutoCAD SHX Text Cut Line
AutoCAD SHX Text 6-#5 v1(E) bars
AutoCAD SHX Text
FIELD CUTTING DIAGRAM
AutoCAD SHX Text Order v1(E) bars full length. Cut as shown and use remainder of bars in opposite wing.
AutoCAD SHX Text Bar
AutoCAD SHX Text No.
AutoCAD SHX Text Size
AutoCAD SHX Text Length
AutoCAD SHX Text Shape
AutoCAD SHX Text h(E)
AutoCAD SHX Text p(E)
AutoCAD SHX Text u(E)
AutoCAD SHX Text v1(E)
AutoCAD SHX Text #5
AutoCAD SHX Text #7
AutoCAD SHX Text #5
AutoCAD SHX Text #6
AutoCAD SHX Text Cu. Yd.
AutoCAD SHX Text Concrete Structures
AutoCAD SHX Text Foot
AutoCAD SHX Text Pound
AutoCAD SHX Text Reinforcement Bars, Epoxy Coated
AutoCAD SHX Text Driving Piles
AutoCAD SHX Text Foot
AutoCAD SHX Text Furnishing Steel Piles HP12X63
AutoCAD SHX Text h1(E)
AutoCAD SHX Text u1(E)
AutoCAD SHX Text #5
AutoCAD SHX Text s(E)
AutoCAD SHX Text #5
AutoCAD SHX Text #5
AutoCAD SHX Text
BILL OF MATERIAL
AutoCAD SHX Text h2(E)
AutoCAD SHX Text #5
AutoCAD SHX Text v2(E)
AutoCAD SHX Text #5
AutoCAD SHX Text s1(E)
AutoCAD SHX Text #5
AutoCAD SHX Text s2(E)
AutoCAD SHX Text #5
AutoCAD SHX Text 4-#6 u(E) bars each end
AutoCAD SHX Text u1(E)
AutoCAD SHX Text h(E) or h2(E)
AutoCAD SHX Text h1(E)
AutoCAD SHX Text (Dimensions are at right angles to abutment)
AutoCAD SHX Text 4-#5 h1(E) bars equally spaced, each face
AutoCAD SHX Text BAR s2(E)
AutoCAD SHX Text BAR u(E)
AutoCAD SHX Text BAR u1(E)
AutoCAD SHX Text 8"
AutoCAD SHX Text 4-#5 h(E) bars at 9" cts each face, each wing
AutoCAD SHX Text 1-#5 h2(E) bar each face, each wing
AutoCAD SHX Text 5-#5 h(E) bars at 9" cts., each face, each wing
AutoCAD SHX Text 2-#5 v2(E) bars at 8" cts., each face, each wing
AutoCAD SHX Text 6-#5 v1(E) bars at 12" cts., each face (See field cutting diagram)
AutoCAD SHX Text s(E) s1(E)
AutoCAD SHX Text 2'-10 "12 "
AutoCAD SHX Text 5 "12"
AutoCAD SHX Text 2'-10 "12"
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text p(E)
AutoCAD SHX Text s(E)
AutoCAD SHX Text h1(E)
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text 1" typ.
AutoCAD SHX Text C Brg.
AutoCAD SHX Text Back of Abutment
AutoCAD SHX Text u1(E)
AutoCAD SHX Text 2" cl. typ.
AutoCAD SHX Text 2" Chamfer
AutoCAD SHX Text Varies from 3'-2 " to 3'-5" 34" to 3'-5"
AutoCAD SHX Text C Abut. and Piles
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text 10"
AutoCAD SHX Text 3'-2 "34"
AutoCAD SHX Text 4'-0 "34"
AutoCAD SHX Text 2'-9"
AutoCAD SHX Text 6'-9 "34"
AutoCAD SHX Text 9" typ.
AutoCAD SHX Text C Elev 455.34
AutoCAD SHX Text L
AutoCAD SHX Text 2'-8"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text 31'-4"
AutoCAD SHX Text 17'-6 "12"
AutoCAD SHX Text 13'-9 "12"
AutoCAD SHX Text 48'-2 " 12"
AutoCAD SHX Text 23'-9"
AutoCAD SHX Text 24'-5 "12"
AutoCAD SHX Text 12'-2 "34"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 14'-9"
AutoCAD SHX Text 14'-9"
AutoCAD SHX Text 1'-8 "12 "
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1'-7"
AutoCAD SHX Text 2'-9"
AutoCAD SHX Text 2'-3"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 5'-5"
AutoCAD SHX Text Name Plate
AutoCAD SHX Text STRUCTURE NO. 028-3422 STATION 50+00.00 UNNAMED CREEK SEC. 17-02137-00-BR - BUILT 20XX FRANKLIN COUNTY LOADING HL-93
AutoCAD SHX Text 1'-7"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 1'-1"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
C COCONUT RD
AutoCAD SHX Text L
AutoCAD SHX Text 2'-10"
AutoCAD SHX Text *1" x 2'-6" dowel
AutoCAD SHX Text rods in 1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text " drilled
AutoCAD SHX Text holes (2 Each End
AutoCAD SHX Text Each Beam)
AutoCAD SHX Text *Dowel Rods to be grouted after beams are in place and allowed to cure (Min 24 hrs) prior to grouting the shear keys. Cost included in the cost of Precast Prestressed Concrete Deck Beams (42" Depth)
AutoCAD SHX Text Notes: 1. For details of piles see sheet 13 of For details of piles see sheet 13 of 15. 2. Reinforcement bars designated (E) Reinforcement bars designated (E) shall be epoxy coated. 3. Space reinforcement in cap to miss Space reinforcement in cap to miss dowel rods. 4. Hatched portion of wingwalls to be Hatched portion of wingwalls to be poured with the backwall after the deck beams have been installed and grout has cured for a minimum of 24 hours. 5. All exposed edges shall have All exposed edges shall have standard " chamfers, except as 34" chamfers, except as noted.
AutoCAD SHX Text Elev 451.76
AutoCAD SHX Text W. Abut
AutoCAD SHX Text N
AutoCAD SHX Text E. Abut
AutoCAD SHX Text N
AutoCAD SHX Text 5'-3"
AutoCAD SHX Text 8'-3"
AutoCAD SHX Text 11'-4"
AutoCAD SHX Text 11'-5"
AutoCAD SHX Text 11'-6"
AutoCAD SHX Text 9'-5"
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 29'-2"
AutoCAD SHX Text 6'-4"
AutoCAD SHX Text 12'-4"
AutoCAD SHX Text 13'-6"
AutoCAD SHX Text 31'-0"
AutoCAD SHX Text 7'-7"
AutoCAD SHX Text 4'-4"
AutoCAD SHX Text 3'-8"
AutoCAD SHX Text 5'-9"
AutoCAD SHX Text 9'-5"
AutoCAD SHX Text 35.7
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Pile Shoes
AutoCAD SHX Text Each
AutoCAD SHX Text
AutoCAD SHX Text Pile Augering
AutoCAD SHX Text Foot
AutoCAD SHX Text
AutoCAD SHX Text (Both Abutments)
AutoCAD SHX Text 3'-9 "
AutoCAD SHX Text min
AutoCAD SHX Text
PLAN
AutoCAD SHX Text 3'-8"
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
ILLINOIS
AutoCAD SHX Text
TOTAL
AutoCAD SHX Text
SHEETS
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
SHEET NO. OF SHEETS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
BCG
AutoCAD SHX Text
DMG
AutoCAD SHX Text
BCG
AutoCAD SHX Text 10-5-23
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
REVISED
AutoCAD SHX Text
PERRY
AutoCAD SHX Text
BURNING STAR NO. 2 - COCONUT ROAD
AutoCAD SHX Text
SECTION
AutoCAD SHX Text AML-BPeE-2313
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ABUTMENT DETAILS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
XX+00
184-001397
DECATUR
SCHAUMBURG
ROCKFORD
BENTON
PADUCAH
(217) 422-8544
(773) 714-0050
(815) 489-0050
(618) 435-4400
(270) 558-5983
AutoCAD SHX Text Ft
AutoCAD SHX Text Ft
AutoCAD SHX Text Designation
AutoCAD SHX Text HP 14x117
AutoCAD SHX Text x102
AutoCAD SHX Text x89
AutoCAD SHX Text x73
AutoCAD SHX Text HP 12x84
AutoCAD SHX Text x74
AutoCAD SHX Text x63
AutoCAD SHX Text x53
AutoCAD SHX Text HP 10x57
AutoCAD SHX Text x42
AutoCAD SHX Text HP 8x36
AutoCAD SHX Text See Detail B
AutoCAD SHX Text 45°
AutoCAD SHX Text H-pile
AutoCAD SHX Text H-Pile
AutoCAD SHX Text 2 "12"
AutoCAD SHX Text Commercial splicer
AutoCAD SHX Text Commercial splicer
AutoCAD SHX Text Backup plate
AutoCAD SHX Text H-Pile
AutoCAD SHX Text 14"
AutoCAD SHX Text 14 "14"
AutoCAD SHX Text 14"
AutoCAD SHX Text 13 "78"
AutoCAD SHX Text 13 "58"
AutoCAD SHX Text 12 "14"
AutoCAD SHX Text 12 "18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 11 "34"
AutoCAD SHX Text 10"
AutoCAD SHX Text 9 "34"
AutoCAD SHX Text 14 "78"
AutoCAD SHX Text 14 "34"
AutoCAD SHX Text 14 "34"
AutoCAD SHX Text 14 "58"
AutoCAD SHX Text 12 "14"
AutoCAD SHX Text 12 "14"
AutoCAD SHX Text 12 "18"
AutoCAD SHX Text 12"
AutoCAD SHX Text 10 "14"
AutoCAD SHX Text 10 "18"
AutoCAD SHX Text 8 "18"
AutoCAD SHX Text 1316"
AutoCAD SHX Text 1116"
AutoCAD SHX Text 58"
AutoCAD SHX Text 12"
AutoCAD SHX Text 1116"
AutoCAD SHX Text 58"
AutoCAD SHX Text 12"
AutoCAD SHX Text 716"
AutoCAD SHX Text 916"
AutoCAD SHX Text 716"
AutoCAD SHX Text 716"
AutoCAD SHX Text Depth d
AutoCAD SHX Text Flange width bf
AutoCAD SHX Text bf
AutoCAD SHX Text t
AutoCAD SHX Text d
AutoCAD SHX Text t
AutoCAD SHX Text F
AutoCAD SHX Text Commercial splicer
AutoCAD SHX Text Backup plate
AutoCAD SHX Text Encasement diameter A
AutoCAD SHX Text 30"
AutoCAD SHX Text 30"
AutoCAD SHX Text 30"
AutoCAD SHX Text 30"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 24"
AutoCAD SHX Text 18"
AutoCAD SHX Text Web and Flange thickness t
AutoCAD SHX Text t
AutoCAD SHX Text H-Pile
AutoCAD SHX Text See Detail D
AutoCAD SHX Text t (min.) = "38"
AutoCAD SHX Text W
AutoCAD SHX Text Designation
AutoCAD SHX Text HP 14x117
AutoCAD SHX Text x102
AutoCAD SHX Text x73
AutoCAD SHX Text x89
AutoCAD SHX Text HP 12x84
AutoCAD SHX Text x74
AutoCAD SHX Text x63
AutoCAD SHX Text x53
AutoCAD SHX Text HP 10x57
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