Attachment 3 - Drawings_Ipava Drop Zone Repair.pdf

EAST QUARTER ROAD

IPAVA

TABLE GROVE

VERMONT

US HIGHWAY 136

C O

U N

T Y

H

I G

H W

A

C O

U N

G

H W

EAST QUARTER ROAD

IPAVA

TABLE GROVE

VERMONT

US HIGHWAY 136

C O

U N

G

H W

C O

U N

G

H W

ILLINOIS AIR NATIONAL GUARD

USPFO - ILLINOIS

CONSTRUCTION PLANS FOR

DROP ZONE REPAIRS

4600 E. QUARTER ROAD

IPAVA, ILLINOIS

CONTRACT NO. W91SMC19P6009

INDEX OF SHEETS

COVER SHEET

GENERAL NOTES & TYPICAL SECTIONS

EXISTING CONDITIONS / ALIGNMENTS, TIES AND BENCHMARKS

ROADWAY PLAN AND PROFILE

CHANNEL IMPROVEMENT PLAN

EROSION CONTROL PLAN

BRIDGE GENERAL PLAN & ELEVATION

GENERAL NOTES AND MISCELLANEOUS DATA

ABUTMENT DETAILS

PILE DETAILS

BORING LOG

EXISTING SUPERSTRUCTURE (REFERENCE ONLY)

EROSION CONTROL DETAILS

SITE DETAILS

G001

G101

C100

C101

C102

C103

C104

C501

C502

C503

C504

C505

C506

C507

B SUBMITTAL

FEBRUARY 15, 2020

LOCATION MAP

UTILITY NOTE

THE LOCATIONS OF THOSE BURIED AND ABOVEGROUND UTILITIES

SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR

INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR

CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE

OF UTILITIES IS NOT TO BE CONSTRUED BY THE GOVERNMENT,

ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN

ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT

MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND

ABOVEGROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING

ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING,

DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE

COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND

THE GOVERNMENT. SITE SAFETY, INCLUDING THE AVOIDANCE OF

HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES,

REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

NOT TO SCALE

PROJECT

LOCATION

professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403

SURVEY / CIVIL ENGINEERING

NOTE: EXISTING ON-SITE UTILITIES ARE PRIVATE AND CAN NOT BE LOCATED

BY J.U.L.I.E.. THE CONTRACTOR IS RESPONSIBLE FOR HIRING A PRIVATE

UTILITY LOCATING SERVICE TO LOCATE UTILITIES AT THE PROJECT SITE.

G100, G101, C100, C101-C103,C506-C507

Pages or sheets covered by this seal:

My license renewal date is November 30, 2021

SIGNATURE DATE

LEGEND

PROPERTY LINE

LOT LINE

RIGHT OF WAY LINE

CENTERLINE

EASEMENT

BUILDING SETBACK

EDGE OF PAVEMENT

CONTOURS

INDEX CONTOURS

DIRECTION OF DRAINAGE

SPOT ELEVATION

professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403

AutoCAD SHX Text N

AutoCAD SHX Text Copyright Prairie Engineers, P.C. 2020

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COVER SHEET REPAIR DROP ZONE, IPAVA, IL ACCESS ROAD AND CHANNEL IMPROVEMENTS

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PROFESSIONAL

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REGISTERED

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ENGINEER

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OF

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EXISTING

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PROPOSED

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DESIGNED BY

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FILENAME

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PROJECT NAME

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PEI PROJECT NO.

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IL ANG DROP ZONE REPAIR

AutoCAD SHX Text 170.1902

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BY & DATE

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REVISION 1

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 2

AutoCAD SHX Text 182nd CIVIL ENGINEERING SQUADRON

AutoCAD SHX Text

ILLINOIS AIR NATIONAL GUARD

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PEORIA, IL 61607

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2416 S. FALCON BLVD.

AutoCAD SHX Text 02/15/2020

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NEL

AutoCAD SHX Text

NEL

AutoCAD SHX Text

JHL

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 02/13/20 professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403

GENERAL NOTES:

1. PLAN DIMENSIONS AND DETAILS RELATIVE TO PLANS AND DETAILS ARE SUBJECT TO NOMINAL CONSTRUCTION

VARIATIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DISCREPANCIES IN THE PLANS AND OR FIELD

DIMENSIONS AFFECTING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO

PROCEEDING WITH CONSTRUCTION.

2. ANY DISCREPANCIES BETWEEN SPECIFICATIONS, DRAWINGS AND/OR SITE CONDITIONS SHALL BE REPORTED TO

THE ENGINEER IMMEDIATELY.

3. ALL AREAS DESIGNATED TO REMAIN UNDISTURBED SHALL BE PROTECTED BY THE CONTRACTOR THROUGHOUT

CONSTRUCTION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING THE LOCATION OF ALL PROPOSED IMPROVEMENTS, INCLUDING ROUGH AND FINISHED ELEVATIONS AND ALL OTHER PROPOSED IMPROVEMENTS INDICATED ON THE

DRAWINGS.

5. THE CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES ARE FOLLOWED. ALL

APPLICABLE LOCAL AND STATE NOTIFICATIONS AND PERMITS SHALL BE ACQUIRED PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL REFERENCE POINTS, BENCHMARKS, MONUMENTS, STAKES, AND PROPERTY CORNERS DURING CONSTRUCTION. REPLACEMENT OF LOST REFERENCE

POINTS SHALL BE PERFORMED BY A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF ILLINOIS, AND

WILL BE AT THE CONTRACTORS EXPENSE.

7. REMOVE ALL STRUCTURES, FOUNDATIONS, PAVEMENTS, AND ALL OTHER ITEMS IN CONFLICT WITH THE PROPOSED

IMPROVEMENTS IN ACCORDANCE WITH THE SPECIFICATIONS.

8. REFERENCES TO "STANDARD SPECIFICATIONS" SHALL MEAN THE ILLINOIS DEPARTMENT OF TRANSPORTATION, "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION.

9. NO WORK SHALL BE PERFORMED BEYOND THE LIMITS OF CONSTRUCTION WITHOUT OWNER / ENGINEER APPROVAL.

10. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. ROADWAYS, AND THE PROJECT SITE SHALL BE KEPT

CLEAN AT ALL TIMES.

11. ALL OPEN EXCAVATIONS SHALL BE PROTECTED.

12. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

13. IF A DISCREPANCY IN THE SPOT ELEVATIONS IS NOTED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO

CONSTRUCTING. IF THERE IS A DISCREPANCY BETWEEN THE SPOT ELEVATIONS AND THE CONTOURS. THE

CONTOURS SHALL GOVERN.

18. ALL WORK FOR THIS PROJECT IS PROPOSED TO TAKE PLACE OUTSIDE OF PUBLIC RIGHT OF WAY. HOWEVER THE

CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARLY SIGNING WORK ZONE ENTRANCES AND EXITS. WORK ZONE

SIGNAGE AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE ILLINOIS DEPARTMENT OF TRANSPORTATION

BUREAU OF LOCAL ROADS.

19. THE CONTRACTOR SHALL COORDINATE ACCEPTABLE HAUL ROADS / SITE ACCESS WITH ENGINEER AND LOCAL

PUBLIC AGENCY. CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ACCESS ROADS DETERIORATED BY

CONSTRUCTION TRAFFIC.

20. ALL ELEVATIONS SHOWN REFER TO AU.S.G.S.MEAN SEA LEVEL DATUM (NAVD 1988)

ROADWAY TYPICAL SECTIONS

CHANNEL TYPICAL SECTION

8' 8' 2'

2'

20' SHLD. TO SHLD.

PROFILE GRADE

2'

2.00%2.00%

.0

.0

PROPOSED TYPICAL SECTION

8' & VARIES 8' & VARIES0'-2'

±20' SHLD. TO SHLD.

EXISTING TYPICAL SECTION

0'-2'

EXISTING AGGREGATE SURFACE COURSE

EXISTING EARTHEN SHOULDER

1.50% & VARIES

1.50% & VARIES

PROFILE GRADE

AGGREGATE SURFACE COURSE, TYPE B, 10"

AGGREGATE SHOULDER, TYPE B, 8"

STA. 199+00.00 TO STA. 200+79.00

BRIDGE OMISSION:

STA. 199+66.42 TO STA. 200+33.58

V

A

R

I E

S

V

A

R

I E

S

V

A

R

I E

S

STA. 199+00.00 TO STA. 200+79.00

BRIDGE OMISSION:

STA. 199+66.42 TO STA. 200+33.58

PAVEMENT NOTES

1. PAVEMENT REFERENCES SHALL BE IN ACCORDANCE WITH THE ILLINOIS DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS, LATEST EDITION.

2. PROOF-ROLL SUBGRADE WITH A MINIMUM 25 TON G.V.W. TRUCK TO IDENTIFY AREAS OF SOFT OR UNSTABLE

SUBGRADE. PERMANENT RUTTING IN EXCESS OF 1 INCH SHALL BE CONSIDERED FAILURE. ELASTIC MOVEMENT IN

EXCESS OF 1 INCH WITH SUBSTANTIAL CRACKING OR SUBSTANTIAL LATERAL MOVEMENT SHALL BE CONSIDERED

FAILURE. REMOVE AND REPLACE UNSTABLE AREAS WITH SUITABLE COMPACTED MATERIALS.

3. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE OF PAVEMENT, EDGE OF BUILDING, OR PROPERTY LINES UNLESS

OTHERWISE NOTED. ALL RADII ARE TO BACK OF CURB.

EROSION CONTROL NOTES

1. EROSION CONTROL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, THE

DETAILS IN THESE PLANS, AND THE ILLINOIS URBAN MANUAL (CURRENT EDITION).

2. THE EROSION CONTROL SHOWN ON THIS SET OF PLANS SHALL BE CONSIDERED THE MINIMUM ACCEPTABLE FOR

THIS PROJECT. THERE MAY BE ADDITIONAL EROSION CONTROL REQUIRED DUE TO THE VARIOUS CONSTRUCTION

TECHNIQUES, WHICH MAY BE USED. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING AND MAINTAINING ALL

THE RUNOFF FROM THE SITE, IN A MANNER WHICH KEEPS ALL SILT ON SITE.

3. AN N.P.D.E.S. CONSTRUCTION PERMIT IS REQUIRED SINCE MORE THAN 1 ACRE

OF LAND WILL BE DISTURBED BY GRADING OPERATIONS ( SEE STORM WATER PLAN NOTES). THE CONTRACTOR

WILL BE RESPONSIBLE FOR USE AND MAINTENANCE OF BEST PRACTICE METHODS TO CONTROL SEDIMENT /

EROSION.

UTILITY NOTES

1. THE LOCATIONS OF BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR

CONTRACTORS INFORMATIONAL USE ONLY, AND ARE NOT TO REFERENCED FOR CONSTRUCTION PURPOSES.

THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE GOVERNMENT, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES

THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND UTILITY LOCATION, IDENTIFICATION AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC OF ANY UTILITIES MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY, AND THE GOVERNMENT. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED

WITH BURIED AND ABOVEGROUND UTILITIES REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

2. THE DRAWINGS INDICATE THE BEST KNOWLEDGE OF THE OWNER AND ENGINEER ON THE GENERAL LOCATION

AND NATURE OF THE EXISTING AND OR PROPOSED UNDERGROUND UTILITIES IN THE AREA OF CONSTRUCTION. A

UTILITY LOCATE WAS NOT REQUESTED FOR THIS SITE. REGARDLESS OF THE LEVEL OF INVESTIGATION, THE

UTILITIES SHOWN SHOULD NOT BE CONSIDERED A WARRANTY OR GUARANTEE OF ACTUAL PRESENCE OR

LOCATION AND THE CONTRACTOR REMAINS RESPONSIBLE FOR THE LOCATION, VERIFICATION, AND PROPER

NOTIFICATION OF POTENTIAL UTILITIES.

DEMOLITION NOTES

1. CONTRACTOR SHALL REMOVE ALL WASTE OR UNDESIRABLE MATERIAL AS IDENTIFIED BY THE ENGINEER. WASTE

SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROJECT AT THE CONTRACTORS EXPENSE.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMIT AND DISPOSAL FEES.

3. THE REMOVAL OF EXISTING ROADWAY, ROADWAY STRUCTURES, PAVEMENTS, CULVERTS, FENCE, AND RELATED

ITEMS SHALL BE INCLUDED IN THE COST OF EARTH EXCAVATION AND NO ADDITIONAL COMPENSATION WILL BE

ALLOWED.

GRADING NOTES

1. TOPSOIL SHALL BE STRIPPED TO A DEPTH OF ±7 INCHES WITHIN ALL PROPOSED PAVEMENT AND CHANNEL

RECONSTRUCTION AREAS AND STOCKPILED ON SITE FOR FUTURE USE. CONTRACTOR SHALL COORDINATE STOCK

PILE AREA WITH OWNER. AREAS INTENDED TO BE SEEDED SHALL HAVE TOPSOIL PLACED TO A DEPTH OF 6 INCHES

(FROM STOCK PILES). EXCESS TOPSOIL SHALL BE DISPOSED OF AT AN APPROVED LOCATION AT THE EXPENSE OF

THE CONTRACTOR.

2. TOPSOIL SHALL BE LOAMY IN NATURE. TOPSOIL SHALL BE FREE FROM HARD CLODS, STIFF CLAY, SOD, STONES, ROOTS, STICKS AND OTHER UNDESIRABLE DEBRIS OVER 1 INCH. TOPSOIL SHALL BE FREE FROM TOXIC MATERIALS

AND SHALL HAVE A pH RANGE BETWEEN 5.5 AND 7.0.

3. A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THIS SITE BY THE OWNER AND IS AVAILABLE UPON REQUEST.

4. STRUCTURAL AND BACKFILL MATERIAL SHALL BE PLACED IN ACCORDANCE WITH SECTION 205 OF THE STANDARD

SPECIFICATIONS. FILL SHOULD BE PLACED IN MAXIMUM 8 INCH LIFTS AND COMPACTED TO THE SPECIFIED

PERCENT OF THE DRY DENSITY AS DETERMINED ACCORDING TO AASHTO T 99 (METHOD C).

5. SUBGRADES FOR SITE ROADS SHALL BE DEFINED AS THE TOP 12 INCHES. SUBGRADES SHALL BE COMPACTED TO

A MINIMUM DRY DENSITY OF 95 PERCENT OF THE STANDARD LABORATORY DENSITY. IN AREAS WHERE THE

SUBGRADE IS IN UNDISTURBED AREAS THE SUBGRADE OR TOP 12 INCHES SHALL BE DISKED AND RECOMPACTED

TO THE SPECIFIED LABORATORY DRY DENSITY.

6. TEMPORARY EXCAVATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH OSHA REGULATIONS. SHALLOW

EXCAVATIONS EXTENDING INTO THESE SOILS SHOULD BE CUT ON A SLOPE NO STEEPER THAN 2H:1V. EXCAVATION

DEEPER THAN 20 FEET MUST BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER.

7. ALL EXCESS MATERIALS NOT USED FOR CONSTRUCTION OF THE PROJECT SHALL BE DISPOSED OFF SITE BY THE

CONTRACTOR AT THE CONTRACTORS EXPENSE.

8. PROPOSED CONTOURS ARE INTENDED TO PROVIDE A MINIMUM 0.5% SLOPE ON PAVEMENTS AND 1.0% ELSEWHERE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SMOOTH UNIFORM DRAINING SURFACE THAT DOES

NOT CREATE PONDING WATER OR SHARP BREAKS. CONTOURS OR ELEVATION THAT WILL NOT PROVIDE SUCH A

SURFACE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

9. IF SOIL OR GROUNDWATER IS ENCOUNTERED WHICH EMITS A PETROLEUM ODOR OR IS DISCOLORED, THE

CONTRACTOR SHALL STOP EXCAVATION AND NOTIFY THE OWNER IMMEDIATELY. THE OWNER WILL COORDINATE

ENVIRONMENTAL EFFORTS TO HANDLE THE IMPACTED SOIL OR GROUNDWATER IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. THE CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO ENSURE PUBLIC

AND EMPLOYEE SAFETY.

10. SLOPES STEEPER THAT 4:1 (H:V) SHALL RECEIVE A TEMPORARY EROSION CONTROL MAT PROVIDING PROTECTION

FOR UP TO 12 MONTHS OR UNTIL PERMANENT EROSION CONTROL MEASURES ARE IMPLEMENTED.

11. ALL DISTURBED AREAS OUTSIDE OF PAVEMENT AND OR RIPRAP SHALL BE SEEDED PER SECTION 250 OF THE

STANDARD SPECIFICATIONS. AREAS INDICATED ON THE PLANS ARE ESTIMATED DISTURBED AREAS. ALL

DISTURBED AREAS SHALL BE SEEDED REGARDLESS OF THE AREA SHOWN.

1'

3'

1'

3'

7'

20.0'

VARIES

5'

2'

30" RIPRAP, IDOT TYPE A7

12" BEDDING, IDOT CLASS A1

SEEDING & FERTILIZING, CLASS 3,

NORTHERN ILLINOIS SLOPE MIXTURE

HEAVY DUTY EROSION

CONTROL BLANKET

(SLOPES 4:1 OR STEEPER)

FREEBOARD

COMPACTED EARTH

COMPACTED EARTH

16" RIPRAP, IDOT TYPE B4 W/

6" BEDDING, IDOT CLASS A1

SUMMARY OF QUANTITIES

FILTER FABRIC

AutoCAD SHX Text ___ of ___ sheets

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DESIGNED BY

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FILENAME

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DRAWING SCALE

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DRAWING DATE

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PEI PROJECT NO.

AutoCAD SHX Text

IL ANG DROP ZONE REPAIR

AutoCAD SHX Text 170.1902

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 1

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 2

AutoCAD SHX Text 182nd CIVIL ENGINEERING SQUADRON

AutoCAD SHX Text

ILLINOIS AIR NATIONAL GUARD

AutoCAD SHX Text

PEORIA, IL 61607

AutoCAD SHX Text

2416 S. FALCON BLVD.

AutoCAD SHX Text 02/15/2020

AutoCAD SHX Text

NEL

AutoCAD SHX Text

NEL

AutoCAD SHX Text

JHL

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 02/13/20

AutoCAD SHX Text GENERAL NOTES & TYPICAL SECTIONS REPAIR DROP ZONE AT IPAVA, IL ACCESS ROAD AND CHANNEL IMPROVEMENTS

AutoCAD SHX Text N/A

G101

634.31

CP-2

N:1334071.7960

E:2238646.6530

628.85

CP-1

N:1334006.8250

E:2238992.7880

625.90

CP-3

N:1334106.2210

E:2238868.0460

633.82

CP-4

N:1334164.4880

E:2238985.1840

606.14

CP-5

N:1333964.2350

E:2239123.6440

RELOCATE RIPRAP STOCK PILE

SALVAGE & REUSE

EXISTING RIPRAP

SALVAGE & REUSE

EXISTING RIPRAP

RELOCATE EXISTING

AGGREGATE STOCKPILE

REMOVE AND SALVAGE TO OWNER

245' OF ELECTRIC FENCING

12" TREE REMOVAL

12" TREE REMOVAL

GOVERNMENT SUPPLIED

BRIDGE TO BE REMOVED

PRIOR TO CONSTRUCTION

REMOVE AND SALVAGE

EXISTING FIELD FENCE

professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403

AutoCAD SHX Text ___ of ___ sheets

AutoCAD SHX Text

DESIGNED BY

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FILENAME

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DRAWING SCALE

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DRAWING DATE

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PROJECT NAME

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PEI PROJECT NO.

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IL ANG DROP ZONE REPAIR

AutoCAD SHX Text 170.1902

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 1

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 2

AutoCAD SHX Text 182nd CIVIL ENGINEERING SQUADRON

AutoCAD SHX Text

ILLINOIS AIR NATIONAL GUARD

AutoCAD SHX Text

PEORIA, IL 61607

AutoCAD SHX Text

2416 S. FALCON BLVD.

AutoCAD SHX Text 02/15/2020

AutoCAD SHX Text

NEL

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NEL

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JHL

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 02/13/20

AutoCAD SHX Text EXISTING CONDITIONS / ALIGNMENTS, TIES & BENCHMARKS REPAIR DROP ZONE AT IPAVA, IL ACCESS ROAD AND CHANNEL IMPROVEMENTS

AutoCAD SHX Text N/A

AutoCAD SHX Text C100

AutoCAD SHX Text 0' 10' 20' 40'

SCALE 1" = 20'

18"

12"

12"

12"

12"

12"

12"

18"

18"

18"

18"

12"

12"

18"

100+00

M i d

P

T

P

C

M i d

PT 99+42.26

198+28

199+00 200+00

201+00

201+70

B P

P I

P I

P I

P I

E P

198+50

199+50 200+50

201+50

3:1

:1

B-2

B-1

STA. 200+79.00

END IMPROVEMENTS

MATCH EXISTING

STA 200+33.58

BACK OF ABUTMENT

(SEE BRIDGE PLANS)

STA 199+66.42

BACK OF ABUTMENT

(SEE BRIDGE PLANS)

STA. 200+79.00

END IMPROVEMENTS

MATCH EXISTING

PR AGGREGATE ROADWAY

(SEE TYPICAL SECTION)

PR AGGREGATE ROADWAY

(SEE TYPICAL SECTION)

℄ ROADWAY

℄ ROADWAY

℄ C H

A N

N E

L

℄ C H

A N

N E

L

143 SQ. YD. IDOT RIPRAP, TYPE B4

& BEDDING, CLASS A1

143 SQ. YD. IDOT RIPRAP, TYPE B4

& BEDDING, CLASS A1

145 SQ. YD. IDOT RIPRAP, TYPE B4

& BEDDING, CLASS A1

145 SQ. YD. IDOT RIPRAP, TYPE B4

& BEDDING, CLASS A1

IDOT RIPRAP, TYPE A7

SEE CHANNEL LINING PLANS

67'-2"

65'-0"

20.00'

SEE CHANNEL PLAN

FOR SEEDING NOTES

SEE CHANNEL PLAN

FOR SEEDING NOTES

SEE CHANNEL PLAN

FOR SEEDING NOTES

SEE CHANNEL PLAN

FOR SEEDING NOTES

E l e v a t i o n

E l e v a t i o n

Station

197+50 197+75 198+00 198+25 198+50 198+75 199+00 199+25 199+50 199+75 200+00 200+25 200+50 200+75 201+00 201+25 201+50 201+75 202+00 202+25 202+50

197+50

197+75

198+00

198+25 198+50 198+75

199+00

199+25 199+50 199+75

200+00

200+25 200+50 200+75

201+00

201+25 201+50 201+75

202+00

202+25

202+50

100 YR

W.S.E. = 615.87

CHANNEL = 611.54

BRIDGE PROFILE

ELEV. = 621.66

LOW STEEL

ELEV. = 619.70

PVI STA = 199+44.88

PVI ELEV = 620.51

L = 42.89'

E = 0.644'

K = 3.6

P V

C

E L

E V

P V

E L

PVI STA = 200+55.11

PVI ELEV = 620.51

L = 42.89'

E = 0.644'

K = 3.6

P V

E L

P V

E L E

PVI STA = 198+47.63

PVI ELEV = 632.18

L = 25.00'

E = 0.356'

K = 2.2

P V

E L

P V

E L

PVI STA = 201+45.75

PVI ELEV = 631.39

L = 25.00'

E = 0.272'

K = 2.9

P V

E L E

P V

E L professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403

AutoCAD SHX Text ___ of ___ sheets

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

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CHECKED BY

AutoCAD SHX Text

FILENAME

AutoCAD SHX Text

DRAWING SCALE

AutoCAD SHX Text

DRAWING DATE

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PEI PROJECT NO.

AutoCAD SHX Text

IL ANG DROP ZONE REPAIR

AutoCAD SHX Text 170.1902

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 1

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 2

AutoCAD SHX Text 182nd CIVIL ENGINEERING SQUADRON

AutoCAD SHX Text

ILLINOIS AIR NATIONAL GUARD

AutoCAD SHX Text

PEORIA, IL 61607

AutoCAD SHX Text

2416 S. FALCON BLVD.

AutoCAD SHX Text 02/15/2020

AutoCAD SHX Text

NEL

AutoCAD SHX Text

NEL

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AutoCAD SHX Text ROADWAY PLAN AND PROFILE REPAIR DROP ZONE AT IPAVA, IL ACCESS ROAD AND CHANNEL IMPROVEMENTS

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AutoCAD SHX Text C101

AutoCAD SHX Text 0' 10' 20' 40'

98+48

100+00

P

C

M i d

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3P

C

M i d

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20' FLAT BOTTOM CHANNEL

W/ 3:1 SIDE SLOPES

(SEE TYPICAL SECTION)

0.12 ACRES SEEDING AND FERTILIZING,

CLASS 3 - NORTHERN ILLINOIS SLOPE MIXTURE

563 SQ. YD. HEAVY DUTY

EROSION CONTROL BLANKET

ABOVE RIPRAP LINED CHANNEL

CHANNEL LINING

2,257 SQ. YD. IDOT TYPE A7 RIPRAP

W/ IDOT TYPE A1 BEDDING

2,257 SQ. YD. FILTER FABRIC

ROADWAY IMPROVEMENTS

(SEE ROADWAY PLAN &

PROFILE FOR DETAILS)

TRANSITION SLOPES

TO MATCH EXISTING

TRANSITION SLOPES

TO MATCH EXISTING

TRANSITION SLOPES

TO MATCH EXISTING

TRANSITION SLOPES

TO MATCH EXISTING

TRANSITION 20' FLAT BOTTOM CHANNEL

TO MATCH EXISTING POND WIDTH.

EXTEND RIPRAP LINING 7' ABOVE CHANNEL BOTTOM.

ROADWAY IMPROVEMENTS

(SEE ROADWAY PLAN &

PROFILE FOR DETAILS)

0.07 ACRES SEEDING AND FERTILIZING,

CLASS 3 - NORTHERN ILLINOIS SLOPE MIXTURE

328 SQ. YD. HEAVY DUTY

EROSION CONTROL BLANKET

ABOVE RIPRAP LINED CHANNEL

0.1 ACRES SEEDING AND FERTILIZING,

CLASS 3 - NORTHERN ILLINOIS SLOPE MIXTURE

460 SQ. YD. HEAVY DUTY

EROSION CONTROL BLANKET

ABOVE RIPRAP LINED CHANNEL

0.14 ACRES SEEDING AND FERTILIZING,

CLASS 3 - NORTHERN ILLINOIS SLOPE MIXTURE

694 SQ. YD. HEAVY DUTY

EROSION CONTROL BLANKET

ABOVE RIPRAP LINED CHANNEL

INSTALL 87' OF FENCE

COORDINATE WITH ENGINEER

AND PROPERTY OWNER

INSTALL 6' OF 12" PVC PIPE W/ COUPLING

INSTALL 12" MFES = 618.00

REPAIR WASHOUT TO MATCH EXITING

(COMPACTED EARTH EMBANKMENT)

REMOVE SILT AND RESTORE

SLOPES TO MATCH EXISTING

℄ R O

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REINSTALL 243' OF ELECTRIC FENCE

COORDINATE WITH ENGINEER

AND PROPERTY OWNER

professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403

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FILENAME

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DRAWING SCALE

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DRAWING DATE

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PROJECT NAME

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PEI PROJECT NO.

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IL ANG DROP ZONE REPAIR

AutoCAD SHX Text 170.1902

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BY & DATE

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REVISION 1

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BY & DATE

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REVISION 2

AutoCAD SHX Text 182nd CIVIL ENGINEERING SQUADRON

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ILLINOIS AIR NATIONAL GUARD

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PEORIA, IL 61607

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2416 S. FALCON BLVD.

AutoCAD SHX Text 02/15/2020

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NEL

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NEL

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JHL

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AutoCAD SHX Text CHANNEL IMPROVEMENTS PLAN REPAIR DROP ZONE AT IPAVA, IL ACCESS ROAD AND CHANNEL IMPROVEMENTS

AutoCAD SHX Text N/A

AutoCAD SHX Text C102

AutoCAD SHX Text 0' 10' 20' 40'

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SCALE 1" = 20'

1547901262C Polygonal Line

1547901262C Callout

ADDITIVE BID OPTION #2

1547901262C Polygonal Line

1547901262C Polygonal Line

1547901262C Polygonal Line

1547901262C Callout

ADDITIVE BID OPTION #2

1547901262C Underline

1547901262C Text Box

1547901262C Oval

1547901262C Text Box

1547901262C Oval

138' OF PERIMETER EROSION

CONTROL BARRIER

℄ R O

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246' OF WATTLE CHECK ALONG

TOP EDGE OF RIPRAP

259' OF WATTLE CHECK ALONG

TOP EDGE OF RIPRAP

147' OF PERIMETER EROSION

CONTROL BARRIER

234' OF WATTLE CHECK ALONG

TOP EDGE OF RIPRAP

98' OF PERIMETER EROSION

CONTROL BARRIER

216' OF PERIMETER EROSION

CONTROL BARRIER

274' OF WATTLE CHECK

ALONG TOP EDGE OF RIPRAP

(4) AGGREGATE DITCH CHECKS

80' O.C., 2' DEPTH, 54' FEET EACH

(SEE IDOT STD. DETAIL 280001-07)

(20) AGGREGATE DITCH CHECKS

13' O.C., 1' DEPTH, 8' FEET EACH

(SEE IDOT STD. DETAIL 280001-07)

(20) AGGREGATE DITCH CHECKS

13' O.C., 1' DEPTH, 8' FEET EACH

(SEE DETAIL)

0.12 ACRE - TEMP SEEDING

563 SQ. YD. - TEMP EROSION

CONTROL BLANKET

0.1 ACRE - TEMP SEEDING

460 SQ. YD. - TEMP EROSION

CONTROL BLANKET

0.07 ACRE - TEMP SEEDING

328 SQ. YD. - TEMP EROSION

CONTROL BLANKET

0.14 ACRE - TEMP SEEDING

694 SQ. YD. - TEMP EROSION

CONTROL BLANKET

professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403

SOIL EROSION AND SEDIMENT CONTROL NOTES

1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES

WILL BE CONSTRUCTED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS IN THE ILLINOIS STANDARD

SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION.

2. EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED TO BE MINIMUM BEST PRACTICES.

ADDITIONAL EROSION CONTROL MEASURES MAY BE NEEDED AS REQUIRED.

3. EROSION CONTROL QUANTITIES PROVIDED IN THE PLANS ARE APPROXIMATE. ACTUAL QUANTITIES SHALL BE

DETERMINED BY CONTRACTOR. NO PAYMENT WILL BE MADE FOR ADDITIONAL EROSION CONTROL MEASURES.

4. ALL EROSION CONTROL MEASURES MUST BE INSPECTED WEEKLY AND AFTER EACH

" RAIN EVENT.

5. SOIL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE CONSTRUCTED PRIOR TO COMMENCEMENT OF

HYDROLOGIC DISTURBANCE OF UPLAND AREAS.

6. DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OF PERMANENT MEASURES WITHIN 7 CALENDAR DAYS OF

THE END OF ACTIVE HYDROLOGIC DISTURBANCE, OR RE-DISTURBANCE. TEMPORARY EROSION CONTROL SEEDING

AND EROSION CONTROL BLANKET SHALL BE USED IN DISTURBED AREAS WHEN OUTSIDE OF STANDARD SEEDING

DATES. STANDARD SEEDING DATES ARE APRIL 1ST TO JUNE 15TH AND AUGUST 1ST TO NOVEMBER 15TH.

7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL

SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED.

8. PROPERTIES AND CHANNELS ADJOINING THE DEVELOPMENT SITE SHALL BE PROTECTED FROM EROSION AND

SEDIMENTATION.

9. IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL BE PROTECTED

FROM EROSION. DISCHARGES SHALL BE ROUTED THROUGH AN EFFECTIVE SEDIMENT CONTROL MEASURE (E.G.

SEDIMENT TRAP, SEDIMENT BASIN, OR OTHER APPROPRIATE MEASURES).

10. A CONCRETE WASH STATION SHALL BE INSTALLED IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES DURING

CONSTRUCTION.

11. CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING TRACK OUT CONTROL DEVICES IN ACCORDANCE WITH BEST

MANAGEMENT PRACTICES. TRACK OUT DEVICES MAY INCLUDE BUT ARE NOT LIMITED TO A GRAVEL PAD (MIN 50 FT IN

LENGTH & 16 FT WIDE), GRIZZLY BARS, ETC.

12. ITS IS THE RESPONSIBILITY OF THE LANDOWNER AND/OR GENERAL CONTRACTOR TO INFORM ANY

SUB-CONTRACTOR(S) WHO MAY PERFORM WORK ON THIS PROJECT, OF THE REQUIREMENTS IN IMPLEMENTING AND

MAINTAINING THESE EROSION CONTROL PLANS AND THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

(NPDES) PERMIT REQUIREMENTS SET FORTH BY THE ILLINOIS EPA.

CONSTRUCTION SEQUENCING

1. INSTALL SEDIMENT AND EROSION CONTROL SYSTEMS.

2. COMPLETE REMOVALS

3. BEGIN MASS GRADING, TEMPORARY SEED AS REQUIRED.

4. CONSTRUCT IMPROVEMENTS

5. COMPLETE FINAL SURFACE RESTORATION

6. COMPLETE FINAL SEEDING AND EROSION CONTROL MEASURES

7. REMOVE EROSION CONTROL MEASURES AND RESTORE

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FILENAME

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DRAWING SCALE

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DRAWING DATE

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PROJECT NAME

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PEI PROJECT NO.

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IL ANG DROP ZONE REPAIR

AutoCAD SHX Text 170.1902

AutoCAD SHX Text

BY & DATE

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REVISION 1

AutoCAD SHX Text

BY & DATE

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REVISION 2

AutoCAD SHX Text 182nd CIVIL ENGINEERING SQUADRON

AutoCAD SHX Text

ILLINOIS AIR NATIONAL GUARD

AutoCAD SHX Text

PEORIA, IL 61607

AutoCAD SHX Text

2416 S. FALCON BLVD.

AutoCAD SHX Text 02/15/2020

AutoCAD SHX Text

NEL

AutoCAD SHX Text

NEL

AutoCAD SHX Text

JHL

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 02/13/20

AutoCAD SHX Text EROSION CONTROL PLAN REPAIR DROP ZONE AT IPAVA, IL ACCESS ROAD AND CHANNEL IMPROVEMENTS

AutoCAD SHX Text N/A

AutoCAD SHX Text C103

AutoCAD SHX Text 0' 10' 20' 40'

___ of ___ sheets14

DESIGNED BY

DRAWN BY

CHECKED BY

FILENAME

DRAWING SCALE

DRAWING DATE

PROJECT NAME

PEI PROJECT NO.

IL ANG DROP ZONE REPAIR

170.1902

BY & DATE

REVISION 1

BY & DATE

REVISION 2

182nd CIVIL ENGINEERING SQUADRON

ILLINOIS AIR NATIONAL GUARD

PEORIA, IL 61607

2416 S. FALCON BLVD.

02/07/2020

CGP

MGM

FLN/SMK

01/15/20

02/07/20

02/07/20

REPAIR DROP ZONE AT IPAVA, IL

ROADWAY AND CHANNEL IMPROVEMENTS

Offices Nationwide

Rockford, Illinois 61108-4200

6775 Fincham Drive

Hanson Professional Services Inc.

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C104

2020C Copyright Hanson Professional Services Inc.

(Typ.)

90°

Profile Grade Line

¡ Access Rd. &

67'-2" Bk. to Bk. Abutments

1'-7" 1'-7" c l.

PLAN

ELEVATION

N

Steel H-Piles (Typ.)

Elev. 618.34

Elev. 614.34

3'-2"3'-2"

Existing Superstructure

65'-0" end-to-end

Profile of riding surface

Elev. 614.34

Elev. 618.34

B-1

C104

F L

O W

¡ Channel be reused superstructure to

Outline of existing

3:1

3:1 3:1

3:1

G r a v e l

R o a d w a y

20'-0" Channel

Class A7 (typ)

Stone Riprap, Plan and Profile

See Roadway

Class A7 (typ)

Stone Riprap, Specifications, 8th Edition

2017 AASHTO LRFD Bridge Design

DESIGN SPECIFICATIONS

Soil Site Class = C

Design Spectral Acceleration at 0.2 sec. (SDS) = 0.141g

Design Spectral Acceleration at 1.0 sec. (SD1) = 0.084g

Seismic Performance Zone (SPZ) = 1

SEISMIC DATA

LIC. EXP. DATE:

DATE

SIGNATURE

081-004897

KEMP

STUART M.

SI

O

NILLI FO E

TATS

R E

E

NI

G N

E

LARUTCURTS

D E

S N

E

CI

L

BRIDGE GENERAL PLAN & ELEVATION

3:1 3:1

(Looking West)

Elev. 611.5 at ¡ Bridge

Sta. 200+32

¡ Brg. N. Abut.

Sta. 199+68.00

¡ Brg. S. Abut.

64'-0" c-c Abutments design only.

for substructure

Structural Seal is

Location

Denotes Soil Boring

Allow 50#/sq. ft. for future Dead Load Allowance

LOADING HS-20

on roadway drawings.

of Riprap are shown

Limits & configuration

INDEX OF SHEETS

C505 Existing Superstructure (For Reference Only)

C504 Boring Log

C503 Pile Details

C502 Abutment Details

C501 General Notes and Miscellaneous Details

C104 Bridge General Plan and Elevation

Elev. 620.51(±)

Sta. 199+66.42

Bk. S. Abut.

Sta. 200+00.00

¡ Structure

Elev. 620.51(±)

Sta. 200+33.58

Bk. N. Abut.

02/10/2020

11/30/2020

FIELD UNITS

fy = 36,000 psi (Retainer Angle) fy = 60,000 psi (Reinforcement) f'c = 3,500 psi (Abutment)

DESIGN STRESSES

615.87=

100 Yr. H.W.E.= 619.7(±)

Low Str. Elev.

DRAWN BY

CHECKED BY

FILENAME

DRAWING SCALE

DRAWING DATE

PROJECT NAME

PEI PROJECT NO.

IL ANG DROP ZONE REPAIR

170.1902

BY & DATE

REVISION 1

BY & DATE

REVISION 2

182nd CIVIL ENGINEERING SQUADRON

ILLINOIS AIR NATIONAL GUARD

PEORIA, IL 61607

2416 S. FALCON BLVD.

02/07/2020

MGM

FLN/SMK

01/15/20

02/07/20

02/07/20

6775 Fincham Drive

Hanson Professional Services Inc.

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C501

2020C Copyright Hanson Professional Services Inc.

1'-7"1'-7"

3'-2"

R ip r a p

B e d d in g

(R R

M in

M a x

Elev. 620.51

Elev. 614.34

Elev. 618.10

65'-0" end-to-end

Deck Profile

6"

& Piles ¡ Abut.

C501

SECTION THRU CAP

3:1

ITEM UNIT TOTAL

TOTAL BILL OF MATERIAL

Concrete Structures Cu. Yd.

Each

Driving Piles

Each

Steel

Furnishing and Erecting Structural Pound

Reinforcement Bars, Epoxy Coated

Erecting Structural Steel L. Sum

Pound

Foot

Foot

24.8

Furnishing Steel Piles HP10X42

Test Pile Steel HP10X42

Anchor Bolts, 1''

GENERAL NOTES:

1'-1"

"x12"xCont. Neoprene brg. pad4

SECTION A-A

" Gap2

"8

" Neoprene pad4

"8 5L4x4x

"8 12"8

71 "2

" � Hole4 1¡ 1

SIDE RETAINER DETAILS

Article 521.06 of the Standard Specifications.

- Drilled and set anchor bolts shall be installed according the superstructure has been set.

- Anchor bolts shall be installed in holes drilled after the

ASTM M314 anchor bolts may be used in lieu of ASTM F1554.

- Anchor bolts shall be ASTM F1554 Grade 36 all thread.

according to AASHTO M232.

- Anchor bolts and plate washers shall be galvanized fabrication according to AASHTO M111 and ASTM A385.

- The side retainers shall be galvanized after shop

NOTES:

Anchor Bolt

¡ Cap & after Bridge has been place.

nut. Holes in cap to be drilled

" ¢ washer under16 5"x2

1"x22

¡ 1" � 12" Anchor Bolt with

AA

CGP

FLN/SMK

"(±)4

(Bridge)

Superstructure

Existing

PLAN VIEW

GENERAL NOTES AND MISCELLANEOUS DATA

Existing Steel Superstructure

Superstructure) existing Steel

" thick) (Part of2 1(±

Existing Base Plate abutment caps.

existing superstructure (bridge) prior to placing it on the

11. Contractor shall remove all sand, gravel and soil from the of Erecting Structural Steel.

Standard Specifications and the cost will be included in the cost

10. Neoprene pads shall be in accordance with Section 1083 of the existing superstructure.

9. Yard King shall be contacted about installation questions for the damaging it.

responsibility to erect the existing superstructure without locations of the existing lifting lugs. It shall be the contractors abutments. The existing superstructure shall be lifted at the

Only" drawing prepared by Yard King) on the newly constructed existing superstructure (2 bridge sections - see "For Reference

8. Erecting Structural Steel shall consist of lifting and placing the back walls as long as the superstructure has been set.

7. Wingwalls can be constructed at the save time as the abutment the cost of the pay items requiring the excavation.

separately. The cost of Structure Excavation shall be included in

6. Structural Excavation shall not be measured or paid for

5. Reinforcement bars designated (E) shall be epoxy coated.

documents or approved by existing superstructure manufacturer.

4. No field welding is permitted except as specified in the contract

3. All structural steel shall be AASHTO M 270 Grade 36.

Retainers).

2. Calculated weight of Structural Steel = 30 pounds (Side

(Latest Edition).

1. All work shall be in accordance with IDOT Standard Specifications

DRAWN BY

CHECKED BY

FILENAME

DRAWING SCALE

DRAWING DATE

PROJECT NAME

PEI PROJECT NO.

IL ANG DROP ZONE REPAIR

170.1902

BY & DATE

REVISION 1

BY & DATE

REVISION 2

182nd CIVIL ENGINEERING SQUADRON

ILLINOIS AIR NATIONAL GUARD

PEORIA, IL 61607

2416 S. FALCON BLVD.

02/07/2020

CGP

MGM

FLN/SMK

01/15/20

02/07/20

02/07/20

6775 Fincham Drive

Hanson Professional Services Inc.

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C502

2020C Copyright Hanson Professional Services Inc.

¡ Rdwy.

Cu t L in e u(E)

Bar No. Size Length Shape h(E) p(E) u(E)

#5

#5

#6

Each

Cu. Yd.Concrete Structures

Foot

Pound Epoxy Coated

Reinforcement Bars, Driving Piles Foot typ.

7" typ.

7" e a c h e n d u (E b a r s

#5h1(E) s1(E) #5 v1(E) v2(E)

#5

#5 v1(E) v2(E)

BAR u(E)

PLAN

BILL OF MATERIAL

FIELD CUTTING DIAGRAM

BAR s1(E)

ELEVATION

t y p c l.

s(E)

BAR s(E) s(E)

3'-10" each end

3-#5 s(E) bars, and Piles

¡ Abut., Brgs.

each side of pile, typ.

1-#5 s1(E) bar.

SEC. THRU ABUT.

s1(E)

Abutment

Back of

2" Chamfer typ.

2" cl.

1'-7" 1'-7"

3'-2" and Piles

¡ Abut., Brgs.

s(E)

PILE DATA

each wing each face, 1-#5 h1(E) bar

2'-10"

"2 15 2'-10"

4'-4"

Sta. 200+33.58

Back of N. Abut.

Sta. 199+66.42

Back of S. Abut.

TWO ABUTMENTS

p1(E) p1(E) p(E)

BAR v(E)

9"

ABUTMENT DETAILS

C502

#532v(E)

11'-5" p1(E)

#5

#7

1'-1" p(E) bars

Elev. 614.34 p(E) or p1(E) v(E)

4'-0" 4'-0"7'-6"7'-6"

12'-6"12'-6"

25'-0"

Construction joints

Side Retainer (typ) after superstructure has been set.

Concrete in hatched area to be placed

1'-0" 1'-0" typ. btwn. piles

5-#5 s(E) bars at ±12" cts.

see sec. thru abut.

(Top & Bott.)

4-#7 p1(E) bars, see sec. thru abut.

(Each Face)

6-#5 p(E) bars, min.

2'-9" p(E)Elev. 620.51 e a c h f a c e e a c h w in g a t c t s h (E b a r s

1'-0" cutting diagram)

(See field each face bars at 12" cts.

4-#5 v2(E) each face, each wing bars at 10" cts.

2-#5 v1(E)

5'-0"

2 Pile spaces at 5'-0" = 10'-0"

Elev. 620.51

16-#5 v(E) bars at 12" cts.

No. Test Piles: 1 (Each Abut.)

No. Production Piles: 2 (Each Abut.)

Est. Length: 45 ft.

Factored Resistance Available: 184 k

Nominal Required Bearing: 335 k

Type: HP10x42

BAR h1 (E)

7'-7"

7'-9"

14'-8"

14'-8"16

16'-11"

6'-9"

5'-10"

10'-1"

24.8

HP10x42

Furnishing Steel Piles, HP10x42

Test Pile, Steel

For details of piles see sheet 9 of 12.

Notes:

h(E) or h1(E)

Structural Steel.

Furnishing and Erecting

Side Retainers paid for as

Joint

Construction

Optional use remainder of bars in opposite wing.

Order v2(E) full length. Cut as shown and

4-#5 v2(E) bars

Elev. 620.51(±) top of Bridge Deck

Top of back wall to match

Elev. 619.84

DRAWN BY

CHECKED BY

FILENAME

DRAWING SCALE

DRAWING DATE

PROJECT NAME

PEI PROJECT NO.

IL ANG DROP ZONE REPAIR

170.1902

BY & DATE

REVISION 1

BY & DATE

REVISION 2

182nd CIVIL ENGINEERING SQUADRON

ILLINOIS AIR NATIONAL GUARD

PEORIA, IL 61607

2416 S. FALCON BLVD.

02/07/2020

CGP

MGM

FLN/SMK

01/15/20

02/07/20

02/07/20

6775 Fincham Drive

Hanson Professional Services Inc.

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C503

2020C Copyright Hanson Professional Services Inc.

C503

Designation

HP 14x117 x102 x89 x73

HP 12x84 x74 x63 x53

HP 10x57 x42

HP 8x36

A A

SECTION A-AELEVATION

A

See Detail B

ELEVATION

45°

DETAIL "B"

H-pile

H-Pile splicer

Commercial splicer

Commercial plate

Backup

ELEVATION

H-Pile

H-pile

Pile shoe

DETAIL A

See Detail A

H-pile

Pile shoe f

14‚''

14''

13‡''

13†''

12‚''

12„''

12''

11ƒ''

10''

9ƒ''

8''

14‡''

14ƒ''

14ƒ''

14†''

12‚''

12‚''

12„''

12''

10‚''

10„''

8„''

Ž''

Œ'' d

Depth b width

Flange b t f d t

F

END VIEW

splicer

Commercial plate

Backup

A diameter

Encasement

30''

30''

30''

30''

24''

24''

24''

24''

24''

24''

18'' t thickness

Flange

Web and

STEEL PILE TABLE

H-pile

PILE ENCASEMENT

H-PILE SHOE ATTACHMENT

t

DETAIL D

H-Pile

ELEVATION

See Detail D

ISOMETRIC VIEW

t (min.) = …''

WELDED COMMERCIAL SPLICE

W

Designation

HP 14x117 x102 x73 x89

HP 12x84 x74 x63 x53

HP 10x57 x42

HP 8x36

F F Ft w field weld

Typ. shop or

Š

WELDED PLATE FIELD SPLICE

t

Ft

Ft

Ww

W

W t t

Fw

W W Wt w

12•'' 1'' ‡'' 7ƒ'' †'' •''

12•'' ‡'' ƒ'' 7ƒ'' †'' •''

12•'' ƒ'' •'' 7ƒ'' †'' •''

12•'' †'' Œ'' 7ƒ'' †'' •''

‡'' •'' 6•'' †'' •''

‡'' •'' 6•'' †'' •''

†'' •'' 6•'' •'' …''

†'' •'' 6•'' •'' …'' ƒ'' Œ'' 5‚'' •'' …''

†'' Œ'' 5‚'' •'' …''

†'' ‹'' 4‚'' •'' …''

10''

10''

10''

10''

8''

8''

7'' m in m a x thickness F

Splice plate

AASHTO M270 Grade 50.

The steel H-piles shall be according to

Note:

when soil conditions permit.

Forms for encasement may be omitted

Note:

required to fit into wall.

58#/100 sq. ft. Bend as

W4.0 x W4.0 weighing

Welded wire fabric 6 x 6-

3' cl

WELDED COMMERCIAL SPLICE ALTERNATE

H-Pile splicer

Commercial

ISOMETRIC VIEW

F

F splicer

Typ. along

Typ.

edges of flange `

Typ. along four

60° edges of flange `

Typ. along four* w

Šsplicer

Typ. along

Weld size per pile shoe manufacturer (Š'' min.).

Remove portions of backup plates that extend outside the flanges.

Interrupt welds ‚'' from end of web and/or each flange.

edges of web `

Typ. along four e n c a s e m e n t

C o n c r e te pile cap

Bottom of

PILE DETAILS

DRAWN BY

CHECKED BY

FILENAME

DRAWING SCALE

DRAWING DATE

PROJECT NAME

PEI PROJECT NO.

IL ANG DROP ZONE REPAIR

170.1902

BY & DATE

REVISION 1

BY & DATE

REVISION 2

182nd CIVIL ENGINEERING SQUADRON

ILLINOIS AIR NATIONAL GUARD

PEORIA, IL 61607

2416 S. FALCON BLVD.

02/07/2020

CGP

MGM

FLN/SMK

01/15/20

02/07/20

02/07/20

6775 Fincham Drive

Hanson Professional Services Inc.

I:

jo b s

G

C A

D

S t r u c t

S h e e t

S p a n n id g e .d g n

:4

:0

M o r e y

C504

2020C Copyright Hanson Professional Services Inc.

C504

BORING LOG

DRAWN BY

CHECKED BY

FILENAME

DRAWING SCALE

DRAWING DATE

PROJECT NAME

PEI PROJECT NO.

IL ANG DROP ZONE REPAIR

170.1902

BY & DATE

REVISION 1

BY & DATE

REVISION 2

182nd CIVIL ENGINEERING SQUADRON

ILLINOIS AIR NATIONAL GUARD

PEORIA, IL 61607

2416 S. FALCON BLVD.

02/07/2020

CGP

MGM

FLN/SMK

01/15/20

02/07/20

02/07/20

6775 Fincham Drive

Hanson Professional Services Inc.

I:

jo b s

G

C A

D

S t r u c t

S h e e t

S p a n n id g e .d g n

:4

:3

M o r e y

C505

2020C Copyright Hanson Professional Services Inc.

C505

ONLY

FOR REFERENCE

EXISTING SUPERSTRUCTURE (FOR REFERENCE ONLY)

STRAW OR HAY BALES

OR ROLLED EXCELSIOR

FLOW

FLOW

SPACERS

SILT FILTER

FENCE

INLET AND PIPE PROTECTION DETAILS

N.T.S.

EROSION CONTROL WATTLE CHECK

N.T.S.

FLO

W

INSTALL 18" LONG 1" X

1" WOOD STAKE

2" TO 3" EXPOSED

COMPACTED EXCAVATED

SOIL ON UPSLOPE SIDE

T

O

3'-4' SPACING

TYPICAL WATTLE

BACKFILL TRENCH

FILTER FENCE AND POST INSTALLATION

STRAW BALE INSTALLATION

TO SECURE FABRIC

FILTER FABRIC

6"

SECTION

FLOW

WOOD OR METAL POST @ 8' MAX.

FOR EACH STRAW BALE, DRIVE 2 NO. 5 REBARS, STEEL PICKETS,

OR 2"x 2" WOODEN STAKES INTO THE GROUND. ANGLE FIRST STAKE

GRADE LINE

2' MIN.

TOWARD PREVIOUSLY PLACED BALE.

1. STRAW BALES TO BE STACKED IN A SINGLE ROW & EMBEDDED IN THE

SOIL TO A DEPTH OF 4 INCHES MINIMUM

2. ALL BALES ARE TO BE SECURELY BOUND WITH WIRE OR STRING.

3. LENGTH OF SEDIMENT BARRIER AS INDICATED ON THE PLANS

4. SCATTER LOOSE STRAW OVER THE AREA IMMEDIATELY UPSLOPE FROM

SEDIMENT BARRIERS. FILL GAPS BETWEEN BALES WITH LOOSE STRAW.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SEDIMENT

BARRIERS IN A CONDITION THAT IS SATISFACTORY TO THE CONTRACTING

OFFICER UNTIL FINAL ACCEPTANCE OF WORK.

SECTION VIEW

WIRE TIE ( TYP.)

4"MIN.

PLAN VIEW

STRAW BALE

TEMPORARY EROSION CONTROL BARRIER DETAILS

N.T.S.

4" TO 6"

M

I N

O

V

E

R

L

A

P

T A

M P

S O

IL

O

V E

R M

A T

/B L A

N K

E T

12"

6"

TYPICAL DETAIL EROSION CONTROL BLANKETS

MATS/BLANKETS SHOULD

BE INSTALLED

VERTICALLY DOWNSLOPE

N.T.S.

AGGREGATE DITCH CHECK

N.T.S.

SECTION B-B

ELEVATION

B

B

RIPRAP

12" 12"

12" 12"

12" MIN

SECURING

PIN

M

I N

SECURING

PIN

TOP OF

BANK

FILTER

FABRIC

COURSE

AGGREGATE

FLOW

BOTTOM

OF DITCH

SECURING

PIN

FILTER

FABRIC

12"

FILTER

FABRIC

SECURING

PIN

professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403

AutoCAD SHX Text ___ of ___ sheets

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

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FILENAME

AutoCAD SHX Text

DRAWING SCALE

AutoCAD SHX Text

DRAWING DATE

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

PEI PROJECT NO.

AutoCAD SHX Text

IL ANG DROP ZONE REPAIR

AutoCAD SHX Text 170.1902

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 1

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 2

AutoCAD SHX Text 182nd CIVIL ENGINEERING SQUADRON

AutoCAD SHX Text

ILLINOIS AIR NATIONAL GUARD

AutoCAD SHX Text

PEORIA, IL 61607

AutoCAD SHX Text

2416 S. FALCON BLVD.

AutoCAD SHX Text 02/15/2020

AutoCAD SHX Text

NEL

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NEL

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JHL

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AutoCAD SHX Text 02/13/20

AutoCAD SHX Text EROSION CONTROL DETAILS REPAIR DROP ZONE AT IPAVA, IL ACCESS ROAD AND CHANNEL IMPROVEMENTS

AutoCAD SHX Text N/A

C506 professional design firm no. 184-005965 Keokuk, IA 52632 www.prairieengineers.com106 Washington St.

Prairie Engineers, P.C.

(217) 605-0403 h

H

H h

6'-6" MIN.6'-0" MIN.

6'-6" MIN. 6'-6" MIN.

6'-6" MIN.

L

SEE MORTISE DETAIL

6'-6" MIN. BRACE

SPIKE

9-Ga. smooth galv. wire

ADD ADDITIONAL WIRE OF THE SAME MATERIAL AS BOTTOM WIRE.

OF FENCE AND A ROCK DEADMAN (MIN. WEIGHT 50 LBS.) WHEN

SPACE BETWEEN BOTTOM WIRE AND GROUND EXCEED 20 INCHES.

LINE POST

(WOOD OR

STEEL)

h

H

H h

L L L

2" MIN.

TWISTED WIRE OR WOOD STAY

STEEL LINE POST

1. SEE SPECIFICATIONS FOR THE FOLLOWING:

A. RATION OF STEEL TO WOOD LINE POSTS.

B. POST SPACING, LENGTH AND DEPTH IN GROUND.

C. TYPE OF END PANEL TO BE USED.

D. TYPE OF WIRE TO BE USED.

E. SPACING BETWEEN WIRES.

F. NUMBER OF STAYS PER SPAN (L).

SPIKE (SPIKING

OR TOE NAILING

AS SPECIFIED)

1"

1"

A B

C D

A B

C D

A B

C D

END PANEL-TYPE I END PANEL-TYPE II

PANEL AT MINOR DEPRESSIONSTRESS PANEL

LINE PANELS

MORTISE DETAIL

NOTE:

3 STRAND FIELD FENCE DETAIL

N.T.S.

AutoCAD SHX Text ___ of ___ sheets

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DESIGNED BY

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DRAWN BY

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CHECKED BY

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FILENAME

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DRAWING SCALE

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DRAWING DATE

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PROJECT NAME

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PEI PROJECT NO.

AutoCAD SHX Text

IL ANG DROP ZONE REPAIR

AutoCAD SHX Text 170.1902

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 1

AutoCAD SHX Text

BY & DATE

AutoCAD SHX Text

REVISION 2

AutoCAD SHX Text 182nd CIVIL ENGINEERING SQUADRON

AutoCAD SHX Text

ILLINOIS AIR NATIONAL GUARD

AutoCAD SHX Text

PEORIA, IL 61607

AutoCAD SHX Text

2416 S. FALCON BLVD.

AutoCAD SHX Text 02/15/2020

AutoCAD SHX Text

NEL

AutoCAD SHX Text

NEL

AutoCAD SHX Text

JHL

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 01/15/20

AutoCAD SHX Text 02/13/20

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MODE

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SITE DETAILS REPAIR DROP ZONE AT IPAVA, IL ACCESS ROAD AND CHANNEL IMPROVEMENTS

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C507