site improvement plans for spring brook no. 1 creek ...€¦ · site improvement plans for location...

SITE IMPROVEMENT PLANS FOR

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SHEET INDEX

# TITLE DESCRIPTION

REVISIONS

# DESCRIPTION DATE

ORIGINAL PLAN DATE:

PLAN LEGEND

XXX.XX XXX.XX

PIPE TRENCH BACKFILL

WATER MAIN (W/ SIZE)

TELEPHONE LINES

SANITARY SEWER

680 CONTOUR

CENTERLINE

SETBACK LINE

PROPERTY LINE

FENCE

ELECTRIC LINE

EASEMENT

RIGHT-OF-WAY

GAS MAIN

STORM SEWER

DRAIN TILE

SHRUB & PROPOSED

TREE, EVERGREEN,

GUARDRAIL

SANITARY MANHOLE

OVERLAND FLOW ROUTE

FLARED END SECTION

VALVE & VAULT, VALVE

PRESSURE CONNECTION

DRAINAGE SLOPE

CONTROL POINT

SPOT ELEVATION

STORM MANHOLE

UTILITY POLE

STREET LIGHT

SIGN

FIRE HYDRANT

INLET

CATCH BASIN

SUMP STRUCTURE

LINETYPESEXISTING PROPOSED

TREE TO REMOVE

680

LOCATION DESCRIPTION

AGENCY DATE PERMIT #

PERMITS

EXPIRATION DATE: 04/30/2019

PROFESSIONAL DESIGN FIRM NO. 184.007317

P: 630.443.7755 F: 630.443.0533 WWW.WBKENGINEERING.COM

116 WEST MAIN STREET, SUITE 201, ST. CHARLES, ILLINOIS 60174

SHT NO.

WBK PROJECT NO. 18-0181

WARRENVILLE, ILLINOIS

& WETLAND RESTORATION - PHASE 2

SPRING BROOK No. 1 CREEK

FOREST PRESERVE DISTRICT OF DUPAGE COUNTY

N

S

EW

N.T.S.(630) 933-7200

WHEATON, ILLINOIS 60189

3S580 NAPERVILLE ROAD

OF DUPAGE COUNTY

FOREST PRESERVE DISTRICT

CLIENT


AND EXPIRATION DATE OF SEAL OF THE ENGINEER

CONSIDERED VOID WITHOUT THE SIGNATURE , SEAL

THESE PLANS OR ANY PART THEREOF SHALL BE

DATE

DATEENGINEER

ENGINEER

ILLINOIS REGISTRATION NO.: 081-005671

ILLINOIS REGISTRATION NO.: 062-041816


AND EXPIRATION DATE OF SEAL OF THE ENGINEER.

CONSIDERED VOID WITHOUT THE SIGNATURE , SEAL

THESE PLANS OR ANY PART THEREOF SHALL BE

ST. CHARLES, ILLINOIS 60174

116 WEST MAIN STREET, SUITE 201

WBK ENGINEERING, LLC

JOHN J. WILLS, P.E.

CIVIL ENGINEER

ST. CHARLES, ILLINOIS 60174

116 WEST MAIN STREET, SUITE 201


JOHN S. PERADOTTI, P.E., S.E.

STRUCTURAL ENGINEER

OF

ENGINEER

PROFESSIONAL

LICENSED

062-041816

SLLIW NH

O

J

SIONILLI

CV1

GN1

ATB1-4

PRF1-6

SS1-9

LP1-13

OV1

PP1-4

1

4

5

3126

32 35

48

68

6 REM1

7 10

PP536

37 45

ERO1-861

60

GR1-1115

11 14

TX1-4

1/3/2019

PENDINGPENDING

DT1-246 47

T

IT

REDAS.

081-005671

P

H

N

JO

STRUCTURAL

LICENSED

IO

LF LIN

I

TE

SA

T

O

ENGINEER

O

S

(ALL SHEETS EXCEPT SA1-6 & SB1-9)

(SHEETS SA1-6 & SB1-9)

72 77

78 86

SA1-6

SB1-9

XS1-987 95

SOQ1-22 3

25


MOT1-37169

2/14/019

LRC-2015-00319

IEPA (NOI) PENDING PENDING

(STORMWATER)

DU PAGE COUNTY

PENDING PENDING(HIGHWAY)

DU PAGE COUNTY

INDR-OWR (DELEGATION) 12/17/2019 N/A

OF ENGINEERS

US ARMY CORPS

2/14/2019

LOCATION

PROJECT

COVER SHEET

GENERAL NOTES

TYPICAL SECTIONS

EXISTING CONDITIONS & REMOVAL PLAN

STREAM PROFILE

EROSION & SEDIMENT CONTROL STAGING PLAN

STREAM STABILIZATION PLAN

LANDSCAPE & PLANTING PLAN

STRUCTURAL PLANS - PEDESTRIAN BRIDGE

OVERALL PLAN

PLAN & PROFILE - ARROW ROAD

STRUCTURAL PLANS - ARROW ROAD BRIDGE

SUMMARY OF QUANTITIES

GRADING PLAN

ALIGNMENTS, TIES, AND BENCHMARKS

MAINTENANCE OF TRAFFIC PLAN

STABILIZATION DETAILS

STREAM CROSS SECTIONS

PLAN & PROFILE - TRAIL

SOQ1

N/A

NO.

PAY ITEM

PROVISION

SPECIALUNIT

QUANTITY

TOTAL

NO.

PAY ITEM

PROVISION

SPECIALITEM DESCRIPTION ITEM DESCRIPTION UNIT

QUANTITY

TOTAL

2

SU

MM

AR

Y O

F

QU

AN

TIT

IES

1322

1321

1320

1319

1318

1317

1314

1313

1312

1311

1310

1309

1308

1307

1306

1305

1304

1303

1302

1301

1204

1203

1202

1201

1113

1112

1111

1110

1109

1108

1107

1106

1103

1102

1101

1003

1002

1001

NOTE: ALL QUANTITIES LISTED ON THIS PAGE ARE TOTAL CONTRACT QUANTITIES. ALL QUANTITIES LISTED ON OTHER SHEETS ARE NOT IN ADDITION TO QUANTITIES LISTED HERE. THESE QUANTITIES ARE SUPERCEDED BY THOSE LISTED IN ANY MORE CURRENT BID DOCUMENTS AND ADDENDUMS.

ACRE

FOOT

FOOT

EACH

EACH

L SUM

FOOT

FOOT

FOOT

EACH

EACH

EACH

L SUM

L SUM

SQ YD

FOOT

FOOT

POUND

ACRE

SQ YD

TON

CU YD

CU YD

CU YD

FOOT

SQ YD

FOOT

FOOT

FOOT

EACH

EACH

FOOT

ACRE

ACRE

ACRE

UNIT

L SUM

L SUM

13.74

40

20

100

2

1

60

7,080

7,820

3

3

1

1

1

840

9,513

1,995

2,000

33.4

29,900

1,800

2,800

10,330

43,400

44

365

45

35

63

1

1

1,000

19.64

42.79

29.12

370,000

1

1

1601

1527

1526

1525

1524

1523

1522

1521

1520

1519

1518

1517

1516

1515

1514

1513

1512

1511

1510

1509

1508

1507

1506

1505

1504

1503

1502

1501

1412

1411

1410

1408

1407

1406

1405

1403

1402

1401

MAINTENANCE AND MANAGEMENT NATIVE COMMUNITIES YEAR 1

SEEDING, CLASS 2A

SEEDING, CLASS 1

WILDLIFE FENCE PROTECTION

WOODLAND COMMUNITY WOODLAND SEEDING

WETLAND COMMUNITY REMNANT WETLAND PLANTINGS

WETLAND COMMUNITY REMNANT WETLAND SEEDING

WETLAND COMMUNITY WETLAND PLANTINGS

WETLAND COMMUNITY EMERGENT PLANTINGS

RIVER COMMUNITY SUBMERGENT PLANTINGS

RIVER COMMUNITY RIVER EDGE PLANTINGS

BUFFER COMMUNITY MESIC PRAIRIE SEEDING

WETLAND COMMUNITY WETLAND SEEDING

RIVER COMMUNITY RIVER EDGE SEEDING

TREE, ZANTHOXYLUM AMERICANUM (PRICKLY ASH), 1 1/2"

TREE, SALIX NIGRA (BLACK WILLOW), 1 1/2"

TREE, SALIX DISCOLOR (PUSSY WILLOW), 1 1/2"

TREE, QUERCUS MACROCARPA (BUR OAK), 1 1/2"

TREE, QUERCUS BICOLOR (SWAMP WHITE OAK), 1 1/2"

TREE, PTELEA TRIFOLIATA (WAFER ASH), 1 1/2"

TREE, PLATANUS OCCIDENTALIS (SYCAMORE), 1 1/2"

TREE, CELTIS OCCIDENTALIS (HACKBERRY), 1 1/2"

SHRUB, VIBURNUM LENTAGO (NANNY-BERRY)

SHRUB, SAMBUCUS NIGRA SSP. CANADENSIS (ELDERBERRY)

SHRUB, LINDERA BENZOIN (SPICEBUSH)

SHRUB, CORNUS SERICEA (RED STICK DOGWOOD)

SHRUB, AMORPHA FRUITICOSA (INDIGO BUSH)

SEED PREPARATION HERBICIDE

ALTERNATIVE BANK STABILIZATION

REACH B BANKS

PERFORATED DRAIN TILE, 4"

TOPSOIL FABRIC WRAP

COBBLE, 6" TO 16"

COBBLE, 2" TO 6"

MEANDER WOOD TOE STABILIZATION

RIFFLE SILL

BANK BARB

STONE TREATMENT 10"

ACRE

ACRE

ACRE

ACRE

ACRE

EACH

ACRE

EACH

EACH

EACH

EACH

ACRE

ACRE

ACRE

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

ACRE

CU YD

CU YD

FOOT

FOOT

TON

TON

FOOT

FOOT

FOOT

SQ YD

97

0.1

0.31

38.86

25.27

3,600

3.52

30,220

47,240

4,280

14,670

17.54

29.59

1.2

4

4

4

8

12

4

4

4

40

36

20

40

20

97

363

2,160

4,320

2,043

881

420

275

275

4,133

18,977

MULCH, METHOD 3A

REMOVE AND REPLACE CONCRETE C&G

CURB CUT

TREE PROTECTION

CONCRETE WASHOUT

TRAFFIC CONTROL AND PROTECTION

TEMPORARY CULVERT, 12"

AGGREGATE HAUL ROAD

TEMPORARY FENCE

TEMPORARY CROSSING

TEMPORARY DIVERSION

TEMPORARY DIVERSION CHANNEL

DEWATERING

TEMPORARY COFFERDAM

STABILIZED CONSTRUCTION ENTRANCE

SILT FENCE, DUAL ROW

SILT FENCE

TEMPORARY EROSION CONTROL SEEDING

MULCH, METHOD 2

EROSION CONTROL BLANKET

POROUS GRANULAR EMBANKMENT

BORROW EXCAVATION

TOPSOIL FURNISH AND PLACEMENT

EARTH EXCAVATION

SAW CUTS

PAVEMENT REMOVAL

PIPE CULVERT REMOVAL, 84"



WEIR STRUCTURE REMOVAL

STRUCTURE REMOVAL

FIELD TILE REMOVAL

LIGHT SELECTIVE REMOVAL

HEAVY SELECTIVE REMOVAL

CLEARING FOR GRADING

MISCELLANEOUS ITEMS ORDERED BY PROJECT REPRESENTATIVE

CONSTRUCTION LAYOUT AND AS-BUILT SURVEY

MOBILIZATION

SP-18

SP-34

SP-33

SP-32

SP-31

SP-30

SP-29

SP-28

SP-27

SP-26

SP-25

SP-24

SP-23

SP-22

SP-21

SP-20

SP-20

SP-19

SP-18

SP-17

SP-16

SP-14

SP-13

SP-12

SP-11

SP-10

SP-9

SP-9

SP-9

SP-8

SP-7

SP-6

SP-5

SP-5

SP-4

SP-3

SP-2

SP-1

SP-50

SP-47

SP-47

SP-49

SP-46

SP-48

SP-46

SP-48

SP-48

SP-48

SP-48

SP-46

SP-46

SP-46

SP-45

SP-45

SP-45

SP-45

SP-45

SP-45

SP-45

SP-45

SP-45

SP-45

SP-45

SP-45

SP-45

SP-44

SP-43

SP-42

SP-41

SP-40

SP-39

SP-39

SP-38

SP-37

SP-36

SP-35

DATE :

DRAWING NO.

TIT

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SOQ2

N/A

NO.

PAY ITEM

PROVISION

SPECIALUNIT

QUANTITY

TOTAL

NO.

PAY ITEM

PROVISION

SPECIALITEM DESCRIPTION ITEM DESCRIPTION UNIT

QUANTITY

TOTAL

3

SU

MM

AR

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F

QU

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NOTE: ALL QUANTITIES LISTED ON THIS PAGE ARE TOTAL CONTRACT QUANTITIES. ALL QUANTITIES LISTED ON OTHER SHEETS ARE NOT IN ADDITION TO QUANTITIES LISTED HERE. THESE QUANTITIES ARE SUPERCEDED BY THOSE LISTED IN ANY MORE CURRENT BID DOCUMENTS AND ADDENDUMS.

1901

1820

1819

1818

1817

1816

1815

1814

1813

1812

1811

1810

1809

1808

1807

1806

1805

1804

1803

1801

1711

1710

1709

1708

1707

1706

1705

1704

1703

1702

1701

1605

1604

1603

1602

PERFORMANCE AND PAYMENT BONDS

LOAD POSTING SIGN

GRANULAR BACKFILL FOR STRUCTURES

PEDESTRIAN TRUSS SUPERSTRUCTURE

PORTLAND CEMENT MORTAR FAIRING COURSE

WATERPROOFING MEMBRANE SYSTEM

NAME PLATES

PILE SHOES

TEST PILE METAL SHELLS

DRIVING PILES

FURNISHING METAL SHELL PILES 14" X 0.250"

FURNISHING METAL SHELL PILES 12" X 0.250"

BICYCLE RAILING

REINFORCEMENT BARS, EPOXY COATED

PRECAST PRESTRESSED CONCRETE DECK BEAMS (27" DEPTH)

CONCRETE ENCASEMENT

CONCRETE SUPERSTRUCTURE

CONCRETE STRUCTURES

STRUCTURE EXCAVATION

COBBLE FOR BRIDGES, 6" - 16"

STONE RIPRAP, CLASS A3

TRENCH BACKFILL

FLARED END SECTION, 12"

PIPE CULVERT, 12"

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50

GEOTECHNICAL FABRIC FOR GROUND STABILIZATION

AGGREGATE SHOULDERS, TYPE B

LIMESTONE TRAIL SURFACE, 2"

AGGREGATE BASE COURSE, TYPE B, 6"

AGGREGATE SUBGRADE IMPROVEMENT, 12"





L SUM

EACH

CU YD

SQ FT

FOOT

SQ YD

EACH

EACH

EACH

FOOT

FOOT

FOOT

FOOT

POUND

SQ FT

CU YD

CU YD

CU YD

CU YD

SQ YD

SQ YD

CU YD

EACH

FOOT

TON

TON

SQ YD

SQ YD

SQ YD

SQ YD

SQ YD

ACRE

ACRE

ACRE

ACRE

1

4

51

1,260

319

156

1

18

3

249

117

132

124

7,500

1,530

8

3.9

46.2

77

388

7

1.6

2

18

149

333

2,270.4

318.11

2,064

2,064

1,562

97

97

97

97

2002

2001



ACRE

ACRE

97

97

BID ALTERNATE 1 (PAY ITEMS ONLY INCLUDED IN CONTRACT IF BID ALTERNATE 1 IS ACCEPTED BY THE DISTRICT)

SP-67

SP-65

SP-64

SP-63

SP-66

SP-66

SP-66

SP-66

SP-66

SP-66

SP-66

SP-66

SP-66

SP-66

SP-58

SP-66

SP-66

SP-66

SP-66

SP-62

SP-60

SP-59

SP-58

SP-57

SP-56

SP-56

SP-55

SP-54

SP-53

SP-52

SP-51

SP-50

SP-50

SP-50

SP-50

SP-50

SP-50

DATE :

DRAWING NO.

TIT

LE :

DS

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CH

KD.

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ALE :

DW

N.

NA

TU

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F R

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PROJECT NO.

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GENERAL NOTES

ACCESS

UTILITIES

STAKING

MISCELLANEOUS

PERMITS

WILDLIFE PROTECTION

MATERIAL HANDLING AND WASTE MANAGEMENT

N/A

HAVE ANY MANAGEMENT GAPS.

VEGETATION AND CONTROLLING INVASIVE SPECIES REGARDLESS OF THE AREAS DISTURBED DURING CONSTRUCTION. THE FOOTPRINT SHALL NOT

ALL AREA WITHIN THE FOOTPRINT DESIGNATED IN THESE PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR MANAGING NATIVE 32.

THE OWNER SHALL BE NOTIFIED OF ALL SPILLS OF HAZARDOUS MATERIALS AS REASONABLY PRACTICEABLE ON THE DAY OF THE OCCURRENCE.31.

MOVEABLE MATERIALS AND OR EQUIPMENT MUST BE FLOOD PROOFED OR REMOVED OUTSIDE OF THE FLOOD PLAIN ON A DAILY BASIS.30.

ENOUGH TO DISCHARGE TO SURFACE WATER WILL BE REPORTED TO THE LOCAL FIRE DEPARTMENT AND HAZARDOUS MATERIAL RESPONSE TEAMS.

ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF-SITE IMMEDIATELY AFTER THE SPILL IS CLEANED UP FOR DISPOSAL. SPILLS LARGE

SPILL KITS WILL BE WITHIN THE MATERIALS STORAGE AREA. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. SPENT 29.

VEHICLES AND EQUIPMENT THAT ARE PARKED OVERNIGHT.

CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT BE ALLOWED ON-SITE. DRIP PANS WILL BE PLACED UNDER ALL

VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF SITE. ALL VEHICLES AND EQUIPMENT INCLUDING SUBCONTRACTOR VEHICLES WILL BE

SPILL PREVENTION AND CONTROL PROCEDURES:28.

HAZARDOUS WASTE SHALL BE STORED OUTSIDE THE FLOODPLAIN.

FEDERAL, STATE, AND MUNICIPAL REGULATIONS. HAZARDOUS WASTE MATERIALS WILL NOT BE DISPOSED OF INTO THE ON-SITE DUMPSTERS.

COMMERCIALLY AVAILABLE SPILL PALLETS. ADDITIONALLY, ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN ACCORDANCE WITH

CONTAINMENT WILL BE PROVIDED FOR ALL WASTE MATERIALS IN THE HAZARDOUS MATERIALS STORAGE AREA AND WILL CONSIST OF

WILL BE STORED IN APPROPRIATE AND CLEARLY MARKED CONTAINERS AND SEGREGATED FROM OTHER NON-WASTE MATERIALS. SECONDARY

STORED IN STRUCTURALLY SOUND AND SEALED SHIPPING CONTAINERS, WITHIN A HAZARDOUS MATERIALS STORAGE AREA. HAZARDOUS MATERIALS

ALL HAZARDOUS WASTE MATERIALS SUCH AS OIL FILTERS, PETROLEUM PRODUCTS, PAINT, AND EQUIPMENT MAINTENANCE FLUIDS WILL BE

HAZARDOUS WASTE MATERIALS:27.

DEBRIS.

DEPOSITED IN THE DUMPSTER. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT DISPOSAL OF TRASH AND CONSTRUCTION

DRAINS, AND MEET ALL FEDERAL , STATE, AND MUNICIPAL REGULATIONS. ONLY TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE

MATERIALS STORAGE AREA. DUMPSTERS WILL HAVE A SECURE WATERTIGHT LID, BE PLACED AWAY FROM STORMWATER CONVEYANCES AND

ALL WASTE MATERIALS WILL BE COLLECTED AND DISPOSED OF INTO METAL TRASH DUMPSTERS PROVIDED BY THE CONTRACTOR IN A

WASTE MATERIALS:26.

ALL PERFORMANCE CRITERIA.

IS EVIDENT, ADDITIONAL MEASURES WILL BE REQUIRED TO ARREST DAMAGE. ALL PREDATION CONTROL SHALL BE REMOVED AT ATTAINMENT OF

SPECIAL PROVISIONS. NO LOUD NOISE, ELECTRICAL DEVICES, OR WILDLIFE CHASING BY DOMESTIC ANIMALS SHALL BE ALLOWED. IF PREDATION

DURATION OF THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO CAGES, STRING NETS, STAKING, AND FENCING IN ACCORDANCE WITH THE

THE CONTRACTOR SHALL PROVIDE ALL PREDATION CONTROL NECESSARY TO PROTECT THE PLANTINGS FROM HERBIVORY THROUGHOUT THE

PREDATION CONTROL:25.

EXCAVATION ACTIVITIES SO THAT THE OWNER'S STAFF CAN BE PRESENT TO PERFORM THE RELOCATION OF INDIVIDUAL ANIMALS.

OWNER TO REFUGE SELECTED BY THE OWNER. THE CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST 48 HOURS IN ADVANCE OF ANY

REPTILES, AMPHIBIANS, AND FISH AND MUSSELS FOUND IN TILES, CREEK, DITCH, AND OTHER EXCAVATED AREAS MAY BE RELOCATED BY THE

REPTILE, AMPHIBIAN, FISH AND MUSSEL RELOCATION BY OWNER:24.

CONTRACTOR SHALL POST ANY REQUIRED BONDS FOR ACCESS.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OF THE ROAD PERMITS FOR VEHICLES, EQUIPMENT, AND MATERIAL HAULING. THE 23.

WATER CONSERVATION DISTRICT PERMIT, AND IDNR-OWR PERMITS.

ENGINEERS SECTION 404 PERMIT, A DUPAGE COUNTY STORMWATER PERMIT, AN IEPA WATER QUALITY CERTIFICATION, KANE-DUPAGE SOIL AND

ANY WORK THAT MAY OCCUR IN FLOODPLAIN OR WETLANDS CANNOT BEGIN PRIOR TO OWNER RECEIVING AN EXECUTED U.S. ARMY CORPS OF 22.

INVASIVE SPECIES MANAGEMENT

PLANS AND WITH THE SPECIAL PROVISIONS.

ALL AREAS DISTURBED DURING THE CONSTRUCTION OPERATIONS SHALL BE SEEDED AND PROTECTED FROM EROSION IN ACCORDANCE WITH THESE 21.

SHALL NOT CAUSE PONDING OF STORM WATER EXCEPT AS DESIGNED BY DRAWINGS.

MAKE REPAIRS AS NECESSARY TO CORRECT DAMAGE AT HIS OWN EXPENSE. THE GRADING AND CONSTRUCTION OF THE PROPOSED IMPROVEMENTS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO STREETS, ROADWAYS OR CURBINGS AND ASSOCIATED STRUCTURES AND SHALL 20.

CONSTRUCTION AS SHOWN.

THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADE, ALLOW FOR THICKNESS OF TOPSOIL OR OTHER ELEMENTS OF 19.

DO NOT SCALE DRAWINGS IF COORDINATES AND DIMENSIONS ARE GIVEN.18.

BURN PLAN REVIEWED AND AUTHORIZED BY THE OWNER PRIOR TO IGNITION.

ENGINEER. BURNING BRUSH PILES AND/OR PRESCRIBED BURNING IS ALLOWED BY PERMISSION OF THE OWNER UNDER A PROPERLY SUBMITTED

NO BURNING OR INCINERATION OF RUBBISH OR CONSTRUCTION DEBRIS WILL BE PERMITTED ON SITE EXCEPT BY PERMISSION OF THE OWNER OR 17.

THE SITE CONDITIONS AS INDICATED ON THE DRAWINGS.

THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND IS TO COMPARE 16.

HEAVY EQUIPMENT DEPLOYMENT/DROP OFF MAY OCCUR PRIOR TO THE 7:00 AM DAILY START TIME.

WEEKDAYS, 7:00 A.M. TO 4:00 P.M. SATURDAY, AND NO WORK SHALL BE PERFORMED ON SUNDAYS OR HOLIDAYS, PER COUNTY ORDINANCE. NO

AND NOISE POLLUTION. CONSTRUCTION OPERATIONS SHALL BE CONFINED TO THE PERIOD BEGINNING AT 7:00 A.M. AND ENDING AT 6:00 P.M.

POLLUTION CONTROL: THE CONTRACTOR WILL BE REQUIRED TO COMPLY WITH S.W.P.P.P. AND THE STATE REGULATIONS REGARDING AIR, WATER 15.

MATERIALS ARE REQUIRED, THE ITEM WILL BE ADDED (O.B.E.) TO THE CONTRACT AND ADDITIONAL COMPENSATION WILL BE ALLOWED.

WILL BE DEDUCTED FROM THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. IF, IN THE ENGINEER'S OPINION, ADDITIONAL

PAY ITEMS IN THE SUMMARY OF QUANTITIES HAVE BEEN ESTIMATED. IF, IN THE ENGINEER'S OPINION, THE WORK IS NOT REQUIRED, THE ITEM 14.

CONDITIONS EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION.

DIMENSIONS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, MATERIALS SUPPLIED BY THE OWNER, AND 13.

AND HUBS.

UNTIL AN AUTHORIZED SURVEYOR HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATIONS, INCLUDING ALL ESTABLISHED BENCHMARKS

THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL SECTION OR SUBSECTION MONUMENTS OR PROPERTY OR REFERENCE MARKERS 12.

CALL J.U.L.I.E. 800-892-0123 FOR FIELD LOCATIONS OF BURIED ELECTRIC, TELEPHONE, CABLE AND GAS FACILITIES.11.

OWNER OF THE TIME AND PLACE OF THE JOINT UTILITY MEET.

THE CONTRACTOR SHALL UTILIZE A JOINT UTILITY MEET FOR THE LOCATION OF UTILITIES. CONTRACTOR SHALL NOTIFY THE ENGINEER, AND 10.

COORDINATION OF ALL UTILITY WORK INVOLVED IN THE CONSTRUCTION AREA WILL BE DISCUSSED AT THE PRE-CONSTRUCTION CONFERENCE.9.

OF THE ENGINEER, UTILITY OWNER, AND OWNER. THIS WORK SHALL BE SOLELY AT THE CONTRACTORS EXPENSE.

BE SHOWN ON THE PLANS. ANY UTILITY THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND OR SURFACE UTILITIES EVEN THOUGH THEY MAY NOT 8.

EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

THE DRAWINGS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ARE OCCASIONED BY HIS FAILURE TO

MAY INTERFERE WITH CONSTRUCTION OPERATIONS AND REPORT TO THE ENGINEER OMISSIONS AND DIFFERENCE FROM THE LOCATIONS SHOWN ON

LINES, MANHOLES, CATCH BASINS, AND SIMILAR STRUCTURES. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UTILITIES THAT

INFORMATION REGARDING UTILITIES, EITHER PUBLIC OR PRIVATE SUCH AS SEWERS, GAS AND WATERMAINS, TELEPHONE AND ELECTRICAL DUCT

COMPANIES AND SURVEYS, HOWEVER, THE OWNER AND WBK ENGINEERING, LLC DO NOT GUARANTEE THE COMPLETENESS OR ACCURACY OF THE

THE APPROXIMATE LOCATIONS OF EXISTING UTILITIES ARE SHOWN ON THE DRAWINGS ACCORDING TO INFORMATION OBTAINED FROM UTILITY 7.

CONTRACTOR SHALL COOPERATE WITH ALL UTILITY OWNERS AS PROVIDED FOR IN THE STANDARD SPECIFICATIONS.

APPURTENANCES MAY BE LOCATED AND ADJUSTED OR MOVED, IF NECESSARY, PRIOR TO THE START OF CONSTRUCTION OPERATIONS. THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE OWNERS OF ALL EXISTING FACILITIES SO THAT THE UTILITIES AND THEIR 6.

SHALL EXTEND INTO THE OWNERS PROPERTY.

UTILITIES, PEDESTRIANS AND VEHICULAR TRAFFIC, AND SUCH SAFETY PRECAUTIONS TO PROTECT AND PROVIDE ACCESS TO PRESERVE USERS

THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO PROTECT AND PROVIDE ACCESS TO THE ABUTTING PROPERTIES, 5.

THE CONTRACTOR SHALL COORDINATE ACCESS WITH THE OWNER.4.

THE DURATION OF THE CONSTRUCTION PERIOD IN ACCORDANCE WITH THE REQUIREMENTS OF ANY GOVERNING AGENCIES.

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS TO ENSURE TRAFFIC MAINTENANCE, SURFACE DRAINAGE, ETC. THROUGHOUT 3.

WITH THE SPECIAL PROVISIONS.

ALL TRAFFIC CONTROL AND OTHER ADVISORY SIGNS NEEDED FOR CONSTRUCTION ARE TO BE FURNISHED BY THE CONTRACTOR IN ACCORDANCE

ANY REFERENCE TO STANDARDS THROUGHOUT THE PLANS OR SPECIAL PROVISIONS SHALL BE INTERPRETED AS THE LATEST IDOT STANDARD. 2.

ADOPTED APRIL1, 2016 AND THE "SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", ADOPTED APRIL 1, 2016.

ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE IDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", 1.

EXISTING DRAIN TILES

FOR THIS WORK PRIOR TO COMMENCING THE WORK.

THIS WORK SHALL BE COMPLETED TO THE SATISFACTION OF THE ENGINEER. THE OWNER AND THE CONTRACTOR SHALL NEGOTIATE THE PAYMENT

DRAIN TILES ARE ENCOUNTERED DURING CONSTRUCTION THEY SHALL BE RESTORED TO MAINTAIN SERVICE TO UPSTREAM LANDS AND DRAIN TILES.

ATTEMPTS HAVE BEEN MADE TO IDENTIFY AND LOCATE ALL EXISTING DRAIN TILES AS SHOWN ON THE PLANS. IN THE EVENT THAT ADDITIONAL 33.

DATE :

DRAWING NO.

TIT

LE :

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OV1

OV

ER

AL

L P

LA

N

5

1"=

150'

N

S

EW

0' 150' 300' 450'

S

WIN

FIE

LD

DR

MACK RD

MAI

N DR

ALIGNMENT

PR. SPRING BROOK NO.1

SERVICE ROAD

PR. AGGREGATE

SILVER LAKE

MAIN DR

STA. 1+66.85

PROJECT BEGINS

STA. 56+81.24

PROJECT ENDS

ARR

OW

RO

AD

FOREST PRESERVE

BLACKWELL

FOREST PRESERVE

BLACKWELL

(TYP)

LIMITS OF GRADING

SPRIN

G BRO

OK N

O.1

PR ROADWAY BRIDGE

REACH A

REACH B

REACH C

PR. TRAIL

PR TRAIL BRIDGE

TRAIL

0

5

10

0

5

10

15

20

5

10

15

20

25

30

35

40

45

50

55

DATE :

DRAWING NO.

TIT

LE :

DS

GN.

CH

KD.

SC

ALE :

DW

N.

NA

TU

RE O

F R

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NN

O.

DA

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SHEET

CLIE

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PROJECT NO.

OF

1 2 3 4 5 6 7 8

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EET, S

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JS

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o. 1

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REM1

1"=

200'

S

WIN

FIE

LD

DR

MAI

N DR

SILVER LAKEMAIN DR

STA. 1+66.83

PROJECT BEGINS

FOREST PRESERVE

BLACKWELL

FOREST PRESERVE

BLACKWELL

ARR

OW

RO

AD

6

RE

MO

VA

L P

LA

N

OV

ER

AL

L C

LE

ARIN

G &

MACK ROAD

OAK LANE

TRAIL

12.02 ACRES


7.18 ACRES


2.02 ACRES


3.09 ACRES


STA. 57+82.93

PROJECT ENDS

ALIGNMENT

PR TRAIL

PARCEL BOUNDARY (TYP)

R.OW. BOUNDARY (TYP)

ALIGNMENT

PR SPRING BROOK NO. 1

FOREST PRESERVE

ST JAMES FARM

EXISTING WETLAND (TYP)


LEGEND

1 EACH

STRUCTURE REMOVAL,

(INCLUDED IN EARTHWORK)

AGGREGATE ROADWAY REMOVAL



0.09 ACRES


(INCLUDED IN EARTHWORK)

AGGREGATE TRAIL REMOVAL

2.32 ACRES

HEAVY SELECTIVE REMOVAL,

5.48 ACRES


ARROW ROAD ALIGNMENT

0.72 ACRES


7.22 ACRES


6.12 ACRES

LIGHT SELECTIVE REMOVAL,

1.77 ACRES


6.14 ACRES


3.53 ACRES


3.52 ACRES


0.24 ACRES


2.57 ACRES


TO SAVE SELECT TREES.

THE GRADING LIMITS AND MAY ADJUST GRADING/REMOVALS

THE ENGINEER SHALL REVIEW AND EVALUATE TREES WITHIN

OF GRADING IN REACH A PRIOR TO COMPLETE CLEARING.

THE CONTRACTOR SHALL STAKE THE STREAM ~ AND LIMITS 2.

CONSIDERED INCIDENTAL TO THE HAUL ROAD INSTALLATION.

ADDITIONAL CLEARING REQUIRED FOR HAUL ROADS IS 1.

NOTE:

HEAVY SELECTIVE REMOVAL, 22.97 ACRES

0.34 ACRES


1.90 ACRES


1000 LF

FIELD TILE REMOVAL,

30 LF


33 LF


35 LF


0

5

10

0

5

10

15

20

0

5

10

15

20

25

30

35

40

45

50

55

DATE :

DRAWING NO.

TIT

LE :

DS

GN.

CH

KD.

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N.

NA

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N

S

EW

0' 200' 400' 600'

PAVEMENT REMOVAL, 365 SQ YD

SAW CUTS, 22 LF

SAW CUTS, 22 LF

2.31 ACRES


WEIR STRUCTURE REMOVAL, 1 EACH

45 LF


TX1

TY

PIC

AL S

EC

TIO

NS

7

RE

AC

H A

3

2

1

4 TOPSOIL PLACEMENT, 6"

LEGEND, STREAM SECTIONS

7

*

*SEE PLANS FOR LOCATIONS AND TYPE

5 EXISTING GROUND SURFACE

6 PROPOSED FINISHED GRADE

8

9

10

EXISTING TOP OF SEDIMENT

EXISTING BOTTOM OF SEDIMENT

STONE TREATMENT, 10"

EXISTING TOPSOIL (NOTE 1)

11

(12" TOPSOIL DEPTH) (NOTE 2)

TOPSOIL FABRIC WRAP

2

1

4

4

5

5

15.0'

7.5' 7.5'

2.0'

TO 2.5'

VA

RIES

2.5:1 TO 3:1

2.5:1 TO 3:1

1.5'1.5'

TYPICAL SECTION A-2

PROPOSED STREAM

VARIES VARIES

0%

5.0'

5.0'

5.0'

2

1

4

4

5

5

15.0'

7.5' 7.5'

2.0'

TO 2.5'

VA

RIES

2.5:1 TO 3:1

2.5:1 TO 3:1

0%

1.5'1.5'

WITHIN STATIONS 1+75 TO 21+15

APPLIES ON NON-POOL SECTIONS

TYPICAL SECTION A-1

PROPOSED STREAM

VARIES VARIES

4

7 5

"OUTSIDE" OF CURVE "INSIDE" OF CURVE

1

64

22.5'22.5'4.0'

4.5'5.0'

10:1 AND V

ARIES

10:1 AND V

ARIES

2

~

PROP

~

PROP

PGL

2.0' 8.0'

2.0'

TYPICAL SECTION A-3

PROPOSED STREAM

VARIES

2.0'8.0'

2.0'

1.5'

2:1

2:1

2.5

0'

2.2

5'

1.0'

.40'

7

1.0'

4

5

"OUTSIDE" OF CURVE"INSIDE" OF CURVE

1

6 4

22.5' 22.5'4.0'

4.5' 5.0'

10:1 AND VARIES

10:1 AND VARIES

2

~

PROP

~

PROP

PGL

TYPICAL SECTION A-4

PROPOSED STREAM

VARIES

2.0' 8.0'

2.0'

1.5'

2:1

2.5

0'

2.2

5'

.40'

7

1.0'

(POOL 3)


APPLIES ON STREAM BENDS

~

PROP

~

PROP

STATIONS 5+00.00 TO 6+25.00

APPLIES ON POOL 1

2'

MA

X

VA

RIES

2.0'6.0'


3.1

3.2

FOUNDATION LOG


ROOT WAD LOG


3.3LIMITS OF EXCAVATION BELOW FINISHED GRADE


3.4T0PSOIL FABRIC WRAP


3.5BACKFILL


**

**

**

**

**

**

**

6 6

3.4

3.1 3.2 3.3

3.5

(POOLS 2 & 4)



2

1

45

2.5:1 TO 3:1

0%

VARIES

~

PROP

610

VARIES

(SEE NOTE 3)

(MAY BE MIRRORED OR ADAPTED TO ALTERNATIVE GEOMETRY)

WHERE IN SITU BANK SOIL IS UNSTABLE

TO BE APPLIED AT THE DIRECTION OF THE ENGINEER

4" PERFORATED DRAIN TILE

TYPICAL SECTION

ALTERNATIVE BANK

12 COBBLE, 6' - 16"

12

STABILIZATION (SEE NOTES AND PLAN VIEW SHEET TX2)

3.1 - 3.5 ARE ALL PAID FOR AS MEANDER WOOD TOE

BANK COBBLE

PAID FOR AS ALTERNATIVE BANK STABILIZATION.3.

SEPARATELY AS TOPSOIL EXCAVATION AND PLACEMENT.

THE TOPSOIL FABRIC WRAP. THE TOP 6" OF TOPSOIL SHALL BE PAID FOR

6" OF TOPSOIL AND EXCAVATION REQUIRED SHALL BE INCLUDED IN THE COST OF

SLOPE WHERE SHOWN IN THE LANDSCAPING AND PLANTING PLAN. THE ADDITIONAL

TOPSOIL FABRIC WRAP SHALL BE USED TO RETAIN THE TOP OF THE CHANNEL 2.

WITHIN THE FOOTPRINT OF THE EXISTING IMPOUNDMENT AREA OF REACH B.

RESPREAD AT ALL LOCATIONS WITHIN THE LIMITS OF DISTURBANCE, EXCEPT

6" OF EXISTING TOPSOIL SHALL BE REMOVED AND SALVAGED ON-SITE FOR 1.

NOTES:

DATE :

DRAWING NO.

TIT

LE :

DS

GN.

CH

KD.

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DW

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L

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TX2

TY

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8

RE

AC

H A

4

7 5


1

64

22.5'12.5'6.0'

2.5'

5.0'

2.5'

1.0'

10:1 AND V

ARIES

10:1 AND V

ARIES

2

PGL

TYPICAL SECTION A-4

PROPOSED STREAM

VARIES

2.0'8.0'

2.0'

1.5'

.40'

1.0'

7

2:1

2:1

2.0' 8.0'

2.0'

1.0'

~

PROP

~

PROP

4

5

"OUTSIDE" OF CURVE"INSIDE" OF CURVE

1

4

22.5' 12.5' 6.0'

2.5'

5.0'

2.5'

1.0'

10:1 AND VARIES

10:1 AND VARIES

2

PGL

TYPICAL SECTION A-4

PROPOSED STREAM

VARIES

2.0' 8.0'

2.0'

1.5'

.40'

1.0'

7

2:1

~

PROP

~

PROP

2.0'8.0'

~

PROP

2

1

4

4

5

5

2.0'

TO 2.5'

VA

RIES

2.5:1 TO 3:1

2.5:1 TO 3:1

0%

10' 10'

20'

1.5' 1.5'


APPLIES ON TANGENT SECTIONS

TYPICAL SECTION A-2

PROPOSED STREAM

VARIES VARIES

3.1 3.2 3.3

3.43.5

6

3

2

1



7

*



8

9

10





11


TOPSOIL FABRIC WRAP


3.1

3.2

FOUNDATION LOG


ROOT WAD LOG






3.5BACKFILL


**

**

**

**

**

**

759

(POOL 5)



(POOLS 6)



4" PERFORATED DRAIN TILE

PLACEMENT.

TOP 6" OF TOPSOIL SHALL BE PAID FOR SEPARATELY AS TOPSOIL EXCAVATION AND

EXCAVATION REQUIRED SHALL BE INCLUDED IN THE COST OF THE TOPSOIL FABRIC WRAP. THE

SHOWN IN THE LANDSCAPING AND PLANTING PLAN. THE ADDITIONAL 6" OF TOPSOIL AND

TOPSOIL FABRIC WRAP SHALL BE USED TO RETAIN THE TOP OF THE CHANNEL SLOPE WHERE 2.

THE EXISTING IMPOUNDMENT AREA OF REACH B.

ALL LOCATIONS WITHIN THE LIMITS OF DISTURBANCE, EXCEPT WITHIN THE FOOTPRINT OF

6" OF EXISTING TOPSOIL SHALL BE REMOVED AND SALVAGED ON-SITE FOR RESPREAD AT 1.

NOTES:

12

BANK COBBLE


**

12 COBBLE, 6' - 16"

STABILIZATION (SEE NOTES AND PLAN VIEW THIS SHEET)

3.1 - 3.5 ARE ALL PAID FOR AS MEANDER WOOD TOE

DATE :

DRAWING NO.

TIT

LE :

DS

GN.

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LIN

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ROOT WAD LOGS

PR

OP

OS

ED C

HA

NN

EL

FOUNDATION LOGS

TYPICAL PLAN VIEW


COMPACTED WITH A HAND TAMPER OR MECHANICAL TAMPER.

THE SPACE BETWEEN LOGS SHALL BE BACKFILLED WITH SAND/GRAVEL MIX AND 7.

DISTRICT AS AVAILABLE.

STREAMSIDE END OF FABRIC WRAP. ACTUAL SPECIES TO BE USED TO BE DETERMINED BY

LIVE WILLOW CUTTINGS TO BE INSTALLED AT TRANSITION BETWEEN ROOTWAD AND 6.

THE LOGS USED.

ILLUSTRATIVE PURPOSES ONLY. ACTUAL LAYOUT WILL VARY WITH THE DIMENSIONS OF

PLAN VIEW MAY NOT REPRESENT ACTUAL LOG LAYOUT AND IS INTENDED FOR 5.

BETWEEN TRUNKS.

ROOT WADS SHALL BE PLACED AS CLOSE TOGETHER AS POSSIBLE TO MINIMIZE GAPS 4.

MORE THAN 3' APART.

OVERLAP AND SECURED WITH STAKES THROUGH BOTH ROLLS. THE STAKES MAY BE NO

WIDTH, ROLLS MAY BE STITCHED TOGETHER WITH A MINIMUM 1' OVERLAP OR USE A 5'

FABRIC GREATER THAN 13'. WHERE MULTIPLE ROLLS ARE REQUIRED TO ACHIEVE DESIRED

TOPSOIL FABRIC WRAP TO BE DIMENSIONED AS SHOWN. THIS MAY REQUIRE A WIDTH OF 3.

SHALL BE TRIMMED TO THE TRUNK.

ROOT MASS SHALL BE BETWEEN 12" TO 20". ALL BRANCHES ABOVE THE ROOT MASS

AT THE TOP END. THE DIAMETER THROUGH THE ENTIRE LENGTH OF THE LOG ABOVE THE

SHALL RETAIN A SIGNIFICANT PORTION OF ROOT MASS. THE LOGS SHALL BE CLEANLY CUT

ROOT WAD LOGS SHALL BE A MINIMUM LENGTH OF 10' ABOVE THE ROOT MASS. THE LOGS 2.

LOG SHALL BE BETWEEN 12" TO 20". ALL BRANCHES SHALL BE TRIMMED TO THE TRUNK.

BE CLEANLY CUT AT BOTH ENDS. THE DIAMETER THROUGH THE ENTIRE LENGTH OF THE

FOUNDATION LOGS AND FACE LOGS SHALL BE A MINIMUM LENGTH OF 10'. THE LOGS SHALL 1.

MEANDER WOOD TOE STABILIZATION NOTES:

0%

2.0'

18" 18

"

TX3

TY

PIC

AL S

EC

TIO

NS

9

~

PROP

2.5:1

2.5:1

1

10

98

11

2.5'

20.0'

10.0' 10.0'

10.0' 10.0'

% VAR. % VAR.

6

10 2

EXCAVATED MATERIALSPLACEMENT OF

MAXIMUM ELEVATION 705.1

MAXIMUM ELEVATION 705.1

VARIES

(SEE GRADING PLANS)(SEE GRADING PLANS)

VARIES

% VAR.% VAR.

~

PROP

2

1

4

4

5

5

20.0'

10.0' 10.0'

2.0'

TO 2.5'

VA

RIES

2.5:1 TO 3:1

2.5:1 TO 3:1

0%

7 5


1

64

10:1 AND V

ARIES

10:1 AND V

ARIES

2

~

PROP

~

PROP

PGL

1.5' 1.5'

RE

AC

HE

S B & C

TYPICAL SECTION C-1

PROPOSED STREAM

WITHIN REACH C

APPLIES ON TANGENT SECTIONS

TYPICAL SECTION C-2

PROPOSED STREAM

WITHIN REACH C


TYPICAL SECTION B-1

PROPOSED STREAM

APPLIES THROUGHOUT REACH B

2:1

2:1

VARIES VARIES

4

VARIES

2.0'8.0'

2.0'

1.5'

.40'

1.0'

2.5

0'

2.2

5'2

:1

22.5'22.5'6.5'4.5'5.0'

2.0' 8.0'

2.0'

1.0'

2.0'

7

3

2

1



7

*




8

9

10





11 4" PERFORATED DRAIN TILE (NOTE 3)


TOPSOIL FABRIC WRAP


3.1

3.2

FOUNDATION LOG


ROOT WAD LOG






3.5BACKFILL


**

**

**

**

**

**

**

6

(SEE DETAIL SHEET TX2)


3.1 - 3.5 ARE ALL PAID FOR AS

BANK COBBLE (PAID FOR AS REACH B BANKS, SEE NOTE 5)

SHALL BE MAINTAINED AT ALL TIMES THROUGH REACH B.

REMOVED. A MINIMUM "BANK LINING" OF 18" OF COBBLE, 2"-6"

FIRM SUPPORTIVE SOIL AND LOOSE SEDIMENT HAS BEEN

SET BY THE ELEVATION WHERE THE COBBLE CAN BE PLACED ON

THE BOTTOM OF THE REACH B BANKS INSTALLATION IS TO BE 5.

RESERVED4.

THE COFFERDAM OR AS SPECIFIED BY THE ENGINEER.

BEYOND THE TOE-OF SLOPE WHERE PRACTICAL WITHIN LIMITS OF

DEPTH IS GREATER THAN 18". DRAIN TILES ARE TO EXTEND 30'

FIELD TILE TO BE PLACED AT 30' SPACING WHERE SEDIMENT 3.

FOR SEPARATELY AS TOPSOIL EXCAVATION AND PLACEMENT.

TOPSOIL FABRIC WRAP. THE TOP 6" OF TOPSOIL SHALL BE PAID

EXCAVATION REQUIRED SHALL BE INCLUDED IN THE COST OF THE

PLANTING PLAN. THE ADDITIONAL 6" OF TOPSOIL AND

THE CHANNEL SLOPE WHERE SHOWN IN THE LANDSCAPING AND

TOPSOIL FABRIC WRAP SHALL BE USED TO RETAIN THE TOP OF 2.

EXISTING IMPOUNDMENT AREA OF REACH B.

OF DISTURBANCE, EXCEPT WITHIN THE FOOTPRINT OF THE

ON-SITE FOR RESPREAD AT ALL LOCATIONS WITHIN THE LIMITS

6" OF EXISTING TOPSOIL SHALL BE REMOVED AND SALVAGED 1.

NOTES:

SE

DI

ME

NT

DEP

TH

VA

RIES

W/

BANKS WHERE NECESSITATED BY SEDIMENT DEPTHWEDGE REQUIRED FOR SELF-SUPPORTING REACH B

OF COBBLE BANK (SEE NOTE 4).OVEREXCAVATION FOR INSTALLATION

REACH B BANKS WHEN NO SEDIMENT IS PRESENTDASHED LINE ILLUSTRATES MINIMUM EXTENTS OF

DATE :

DRAWING NO.

TIT

LE :

DS

GN.

CH

KD.

SC

ALE :

DW

N.

NA

TU

RE O

F R

EVISIO

NN

O.

DA

TE

SHEET

CLIE

NT :

PROJECT NO.

OF

1 2 3 4 5 6 7 8

FIL

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NA

ME

W:\


Brook

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Civil\

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2/6/2019

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RIN

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(630) 443-7

755

ST.

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LIN

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ON, IL 6

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2/14/2019

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4:1

1.5%1.5%

3

2

1

LEGEND, SERVICE ROAD

1

4

~

EXIST

20.0'

10.0'10.0'

0.5'

TX4

TY

PIC

AL S

EC

TIO

NS

10

NOTES:

TYPICAL SECTION

PROPOSED ARROW ROAD

3.0'

6 5 2

5

6

7

3

3.0'

4:1

4

2" - HMA SURFACE COURSE, MIX "D", N50

5" - HMA BINDER COURSE, IL-19.0, N50

AGGREGATE SUBGRADE IMPROVEMENT, 12"

EXISTING GROUND

7

~

PROP

3:1 3

:1 3:1

5% 5%

3

2

1

AGG BASE COURSE, TY B, 6"

4 EXISTING GROUND

3.5'

TOPSOIL PLACEMENT, 6" (NOTE 6)

2.0' VAR. 5'

5GROUND STABILIZATION

GEOTECHNICAL FABRIC FOR

LIMESTONE TRAIL SURFACE, 2"

1.5' 1.5'

6

234 5 16

~

PROP

3:1 3

:1

5% 5%

3.5' 5'

1.5' 1.5'

234 5 16

VAR.

.5'

.5'

TYPICAL SECTION

PROPOSED TRAIL

TYPICAL SECTION

PROPOSED TRAIL

STATION 4+46.08 TO 20+75.00

STATION 1+25.00 TO 3+53.92

NOTE: SEE PEDESTRIAN BRIDGE PLANS FOR STATION 3+53.92 TO 4+46.08

STATION 4+36.86 TO 5+81.83

STATION 0+50.00 TO 3+71.08 &

TOPSOIL FURNISH AND PLACEMENT, 6" MIN. (SEE NOTE 4)

4.

3.

2.

1.

7" - AGGREGATE SHOULDERS, TYPE B

1.0' 1.0'

0.5'

5' 3.5'

10'

5' 3.5'

TR

AIL & A

RR

OW R

OA

D

SEE GRADING PLAN.

GRADING BEYOND AGGREGATE SHOULDERS MAY VARY.

3+7.08 TO 4+36.86

SEE ARROW ROAD BRIDGE PLANS FOR STATIONS

EXCAVATION.

ROAD SHALL BE INCLUDED IN THE COST OF EARTH

THE REMOVAL OF EXISTING AGGREGATE ALONG ARROW

AREAS.

THE TRAIL. REFER TO LANDSCAPING PLANS FOR

TURF MIX SHALL BE USED ALONG THE SHOULDERS OF

1.5% TO 2% CROSS SLOPE

1.5% TO 2% CROSS SLOPE

10'

LEGEND, TRAIL

EMBANKMENT

EMBANKMENT

DATE :

DRAWING NO.

TIT

LE :

DS

GN.

CH

KD.

SC

ALE :

DW

N.

NA

TU

RE O

F R

EVISIO

NN

O.

DA

TE

SHEET

CLIE

NT :

PROJECT NO.

OF

1 2 3 4 5 6 7 8

FIL

E

NA

ME

W:\


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(630) 443-7

755

ST.

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LES, IL

LIN

OIS 6

0174

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K & W

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HE

AT

ON, IL 6

0189

(630)

933-7

200

2/14/2019

95

site improvement plans for spring brook no. 1 creek ...€¦ · site improvement plans for location...

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