3-26-21 Part 3 5905 PLAN SET ISSUED FOR CONSTRUCTION 2-12-26.pdf

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CP #3

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CP #40011

CP #40014

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CONTROL POINTS

CP #

40011

40014

NORTHING

2050219.1920

2050174.5732

2050644.8333

2050657.3669

2050445.6510

2050053.7870

EASTING

2602941.3220

2603005.7475

2603081.9111

2603203.3600

2603240.9610

2603224.8820

ELEVATION

827.30

826.76

825.76

819.85

815.87

810.91

DESCRIPTION

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OWNER:

ROCKFORD PUBLIC SCHOOLS

SCOTT JENSEN - DIRECTOR OF DESIGN & CONST.

201 S MADISON STREET

ROCKFORD, IL 61108

(815)-966-3000 KEVIN C. BUNGE, PE DATE

EXPIRES 11/30/2027

SITE LOCATION MAP

INDEX

SHEET #1 COVER

SHEET #2 GENERAL NOTES, SPECIFICATIONS, AND TYPICAL DETAILS

SHEET #3 EXISTING CONDITIONS AND DEMOLITION PLAN

SHEET #4 OVERALL SITE IMPROVEMENT PLAN

SHEET #5 OVERALL GRADING PLAN

SHEET #6 STORMWATER POLLUTION PREVENTION PLAN

SHEET #7 STORMWATER POLLUTION PREVENTION DOCUMENT

SHEET #8 GRADING DETAIL PLANS

SHEETS #9-13 DETAILS

SHEET #14 PHOTOMETRIC PLAN

SHEET #15 LANDSCAPING PLAN

SEAL COVERS SHEETS 1 - 15

RPS 205 MARSH SITE LOGISTICS

ROCKFORD, IL

PREPARED BY: C.E.S. INC.

700 WEST LOCUST STREET, BELVIDERE, IL 61008

PHONE: 815.547.8435 | FAX: 815.544.0421

ILLINOIS DESIGN FIRM NO. 184-001260

WEBSITE: WWW.CIVILIDEAS.COM

RPS 205 MARSH SITE LOGISTICS

CITY OF ROCKFORD

WINNEBAGO COUNTY, ILLINOIS

DATE REVISION HISTORY

NKI - NO KNOWN IMPACTS

AP - APPROVAL PENDING

APP'D - APPROVED

X - CONTRACTOR COORDINATION REQUIRED

STATUS NO

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AGENCY CONTACT

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N.T.S.

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N.T.S.

2/12/2026

JOB #5924

EXISTING PROPOSED

RIGHT-OF-WAY

FENCE

UTILITY POLE

UTILITY POLE W/ STREET LIGHT

GUY ANCHOR

STREET LIGHT

GAS MAIN

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

ELECTRIC PEDESTAL

ELECTRIC TRANSFORMER

OVERHEAD TELEPHONE LINE

UNDERGROUND TELEPHONE LINE

UNDERGROUND FIBER OPTIC LINE

CABLE PEDESTAL

FIBER OPTIC POST/PEDESTAL

TELECOMMUNICATIONS PEDESTAL

VALVE BOX & VALVE

VALVE VAULT & VALVE

FIRE HYDRANT W/ VALVE BOX

FIRE HYDRANT

WATERMAIN

WATER SERVICE W/ CURB STOP BOX

STORM MANHOLE

STORM CATCH BASIN

FLARED END SECTION

CURB INLET TYPE 700

INLET SPECIAL

STORM SEWER

SUMP STUB

SANITARY MANHOLE

SANITARY DROP MANHOLE

SANITARY CLEANOUT

SANITARY SEWER

SANITARY SERVICE @ 1% MIN

SIGN

PROPERTY LINE

BUILDING SETBACK LINE

SECTION LINE

ROAD CENTERLINE

UTILITY EASEMENT

DRAINAGE EASEMENT

SANITARY EASEMENT

STORM EASEMENT

WATERMAIN EASEMENT

OTHER EASEMENT

O-RING JOINTS

CLAY DAM

TRENCH BACKFILL

EX ROW ROW

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PDF CREATED ON: 2/12/2026 2:02:21 PM

WARNING

CALL J.U.L.I.E. TOLL FREE

OPERATES 24 HOURS A DAY

365 DAYS A YEAR

CALL 811

48 HOURS BEFORE

YOU DIG

R

SITE INFORMATION:

2021 HAWTHORNE DRIVE

ROCKFORD, IL 61107

ZONING WINNEBAGO COUNTY: R-1

PIN: 12-17-177-001

ISSUED FOR

CONSTRUCTION

GAS COMPANY - NICOR

KAREY JOHNSON - (224) 471-9356

KAREJOHN@SOUTHERNCO.COM

TELEPHONE - AT&T

KARI MARTIN - (630) 573-5789

KM2618@ATT.COM

FIBER OPTICS 1 - I3 BROADBAND

TREVOR - (309) 670-0400

ENGINEERING@I3BROADBAND.COM

FIBER OPTICS 2 - SEGRA

JESSE GRIFFIN - (980) 312-5611

JESSE.GRIFFIN@SEGRAFIBER.COM

CABLE TV

ELECTRIC - COMED

PATRICIA RODRIGUEZ - (630) 396-8225

PATRICIARODRIGUEZ@USICLLC.COM

REGIONAL PIPELINE

OTHER OVERHEADS

OTHER UNDERGROUNDS

RAILROADS

ACOE - WETLANDS

NATURAL LAND INSTITUTE

IL NATURE PRESERVE COMMISSION

IEPA SANITARY

IEPA WATER

IEPA NOI

IDNR - ENDANGERED SPECIES

IDNR - OWR

FEMA (FLOOD ZONES)

ZONE X

SHPO (HISTORIC)

LOCAL SANITARY DISTRICT

FOUR RIVERS SANITATION AUTHORITY

(815)-387-7400

MUNICIPAL WATER DEPARTMENT

WINNEBAGO COUNTY

(815)-319-4000

LOCAL DRAINAGE DISTRICT

WINNEBAGO COUNTY

(815)-319-4000

TOLLWAY

COUNTY HIGHWAY DEPARTMENT

WINNEBAGO COUNTY - CARLOS MOLINA

(815)-319-4000

COUNTY STORMWATER AGENCY

WINNEBAGO

(815)-319-4000

TOWNSHIP

MUNICIPAL - ENGINEERING

WINNEBAGO COUNTY

(815)-319-4000

MUNICIPAL - PLANNING

WINNEBAGO COUNTY - TROY KRUP

(815)-319-4000

LOCAL FIRE DEPARTMENT

ROCKFORD FIRE DEPARTMENT

(779)-348-7171

FINAL PLAT APPROVAL

PARK DISTRICT / FOREST PRESERVE

IDOT - ACCESS & TRAFFIC

IDOT - DRAINAGE

IDOT - UTILITIES

IDOT - LANDSCAPING

IDOT - LOCAL ROADS

SWCD / NRCS

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

XAP

NKI

NKI

AP

NKI

AP

AP

NKI

AP

AP

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

NKI

XAP

XAP

IFB# PROJECT #2612

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DATE BYREVISION

CHECKED BY: KCB

DATE: 2/10/26

DRAWN BY: LMT/RKW

DATE: 2/10/26

RPS 205 MARSH SITE LOGISTICS

GENERAL NOTES, SPECIFICATIONS, AND

TYPICAL DETAILS

700 WEST LOCUST STREET, BELVIDERE, ILLINOIS 61008

PHONE: 815.547.8435 | FAX: 815.544.0421

ILLINOIS DESIGN FIRM NO. 184-001260

WEBSITE: WWW.CIVILIDEAS.COM

GENERAL CONSTRUCTION NOTES:

1. IN THESE CONTRACT DOCUMENTS MENTION IS MADE TO THE "ENGINEER", WHICH SHALL MEAN C.E.S. INC., OR THEIR

AUTHORIZED AGENT.

2. ALL EARTHWORK, ROADWAY WORK, DRAINAGE WORK AND STORM SEWER WORK SHALL BE PERFORMED UTILIZING MATERIALS AND METHODS IN STRICT ACCORDANCE WITH THE ILLINOIS DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION AND THE STANDARD DETAIL SHEETS ATTACHED.

WHERE THERE IS A CONFLICT BETWEEN THE TWO, THE STANDARD DETAIL SHEETS SHALL GOVERN. ALL REGIONAL OFFICE OF

EDUCATION (ROW) REQUIREMENTS AND STANDARDS SHALL ALSO BE STRICTLY ADHERED TO.

3. ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR WITH ALL AFFECTED UTILITY COMPANIES PRIOR TO INITIATING CONSTRUCTION OPERATIONS. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR THE ACCURACY, SUFFICIENCY OR EXACTNESS OF THESE UTILITY REPRESENTATIONS. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL CONTACT THE OFFICE OF J.U.L.I.E. AT 811 FOR EXACT FIELD LOCATIONS OF ALL UTILITIES IN THE PROXIMITY OF THE PROJECT SITE. IF THERE ARE ANY UTILITIES WHICH ARE NOT MEMBERS OF THE J.U.L.I.E. SYSTEM, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THIS AND REQUESTING SAID UTILITIES TO FIELD VERIFY AND MARK PERTINENT UTILITY LOCATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF UTILITIES TO ELIMINATE CONFLICTS BETWEEN MUNICIPAL UTILITIES AND GAS MAINS, GAS SERVICES, ELECTRIC SERVICE, POWER POLE PLACEMENT, TELEPHONE SERVICE, AND CABLE TV SERVICE.

4. THE RESPONSIBILITY FOR THE REPAIR OR REPLACEMENT OF ANY UTILITY, STRUCTURE, PERMANENT SURFACE, LANDSCAPING, ETC. DAMAGED DURING CONSTRUCTION SHALL BE BORNE BY THE CONTRACTOR, WITH NO EXPENSE BEING CHARGED TO THE OWNER. PRIOR TO ACCEPTANCE OF THIS REPAIR OR REPLACEMENT, THE CONTRACTOR SHALL PRESENT THE OWNER WITH A SIGNOFF LETTER, SIGNED BY A RESPONSIBLE OFFICIAL OF THE OWNER OF THE DAMAGED PROPERTY STATING THAT THE REPAIR IS ACCEPTABLE. ANY DAMAGE OUTSIDE THE SCOPE OF THIS PROJECT TO EXISTING PROPERTY, RIGHTS-OF-WAY, VALVES, MANHOLES, UTILITIES, SIDEWALK, PAVEMENT, CONCRETE CURB AND GUTTER, OR OTHER STRUCTURES SHALL BE

REPAIRED OR REPLACED WITH EQUALS WITHOUT COST TO THE OWNER.

5. FINAL INSPECTION OF THE WORK PERFORMED HEREIN WILL BE DONE BY ROE. ALL DEFICIENCIES NOTED AT THAT TIME SHALL BE CORRECTED BY THE CONTRACTOR WITHOUT COST TO THE OWNER PRIOR TO FINAL PAYMENT. ROE OR THEIR AGENT SHALL HAVE THE AUTHORITY TO INSPECT, APPROVE OR REJECT THE CONSTRUCTION OR IMPROVEMENTS DETAILED BY THESE PLANS AND SPECIFICATIONS. ALL WORK SHALL BE GUARANTEED WITH REGARD TO WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL APPROVAL. DEFECTS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR WITHIN 30 DAYS OF REQUEST FOR REPAIR.

6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, ROE, WINNEBAGO COUNTY AND THE OWNER AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION IN ORDER TO ARRANGE FOR APPROPRIATE CONSTRUCTION INSPECTION. WORK PERFORMED OR MATERIALS AND EQUIPMENT INSTALLED WITHOUT INSPECTION WILL BE CONSIDERED UNACCEPTABLE, AND MAY HAVE

TO BE REPLACED AT NO COST TO THE OWNER.

7. THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND HIS AGENTS, THE ENGINEER AND HIS AGENTS, ROE, WINNEBAGO COUNTY AND THEIR AGENTS, ETC. FROM ALL LIABILITY WITH THE CONSTRUCTION, INSTALLATION AND TESTING OF THE WORK ON THIS PROJECT. NO WORK SHALL BEGIN UNTIL THE CERTIFICATE OF INSURANCE IS FILED WITH THE OWNER. ALL

COSTS OF INSURANCE SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

8. THE CONTRACTOR SHALL ASCERTAIN THE EXISTENCE OF ANY CONDITIONS AFFECTING THE COST OF WORK THROUGH A

REASONABLE EXAMINATION OF THE WORK SITE PRIOR TO SUBMITTING THE BID.

9. RESTORATION OF EXISTING ROADWAYS AND RIGHTS-OF-WAY ARE CONSIDERED INCIDENTAL TO THIS CONTRACT WHERE NOT SPECIFICALLY CALLED OUT ON THE PLANS, AND SHOULD BE INCLUDED IN THE COST OF THE IMPROVEMENTS.

10. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS AS APPROVED BY ROE & WINNEBAGO COUNTY. THE CONSTRUCTION DETAILS AS PRESENTED ON THE PLANS MUST BE FOLLOWED BY THE CONTRACTOR. PROPER CONSTRUCTION TECHNIQUES MUST BE FOLLOWED IN CONSTRUCTING IMPROVEMENTS INDICATED ON THE ENGINEERING PLAN; CONTRACTORS ARE ADVISED THAT ALL MUD AND DEBRIS MUST BE CLEANED FROM

ROADWAYS DAILY AS PER THE REQUIREMENTS OF ROE & WINNEBAGO COUNTY.

11. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL STATE, FEDERAL AND LOCAL CODES (TO INCLUDE SAFETY CODES). THE ENGINEER, ROE, WINNEBAGO COUNTY, AND THE OWNER ARE NOT RESPONSIBLE FOR ENSURING COMPLIANCE BY THE CONTRACTOR WITH SAID CODES, AND ASSUMES NO LIABILITY FOR ACCIDENTS, INJURIES, DEATHS, ETC. OR CLAIMS RELATING THERETO WHICH MAY RESULT FROM LACK OF ADHERENCE TO SAID CODES.

12. IMPROVEMENT REPRESENTATIONS SHOWN IN THESE PLANS ARE AS ACCURATE AS POSSIBLE FROM INFORMATION AVAILABLE; SOME SLIGHT REVISIONS MAY BE REQUIRED TO ACCOMMODATE UNFORESEEN CIRCUMSTANCES. THE ENGINEER SHALL BE APPRISED OF ANY NECESSARY REVISIONS WITH SUFFICIENT LEAD TIME TO PROPERLY CONSIDER AND

ACT UPON SAID REQUEST.

13. APPROVED TRENCH BACKFILL MATERIAL SHALL BE PLACED AND COMPACTED AS SPECIFIED IN THE CONTRACT DOCUMENTS IN ALL UTILITY TRENCHES WITHIN 2 FEET BEYOND PERMANENT SURFACES. ALL OTHER UTILITY TRENCHES SHALL BE BACKFILLED WITH EXISTING MATERIALS AS APPROVED BY THE ENGINEER. COMPACTION BY WATER-JETTING SHALL NOT

BE ALLOWED.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT, INCLUDING LINES, GRADES, AND ELEVATIONS.

LAYOUT SHALL BE BASED ON THE SURVEY CONTROL AND BENCHMARKS SHOWN ON THE PLANS AND ELECTRONIC CAD FILES PROVIDED BY THE ENGINEER. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. DO NOT SCALE PRINTED DRAWINGS. ANY DISCREPANCIES OR CONFLICTS SHALL BE REPORTED TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR MAY CONTACT ENGINEER FOR A LAYOUT QUOTE, IF SO DESIRED.

STORM SEWER CONSTRUCTION:

1. PRECAST REINFORCED STORM SEWER PIPE SHALL CONFORM TO A.S.T.M. C-76 (CLASS IV) WITH JOINTS CONFORMING TO

A.S.T.M. C-443. WHERE NOTED ON THE PLANS, STORM SEWER SHALL BE CONSTRUCTED WITH WATERMAIN EQUIVALENT PIPE

AWWA C909, AWWA C900, OR AWWA C905.

2. STORM SEWER PIPE SHALL BE BEDDED IN ACCORDANCE WITH THE IDOT STANDARD SPECIFICATIONS; COST OF BEDDING IS

INCIDENTAL.

3. STORM SEWER MANHOLE AND INLET CASTINGS SHALL CONFORM TO ROE STANDARDS.

4. TRENCH BACKFILL FOR STORM SEWER SHALL BE CONSIDERED INCIDENTAL TO THE STORM SEWER PIPE/STRUCTURE.

EXCAVATION AND ROADWAY CONSTRUCTION:

1. AREAS WHERE EXCAVATION HAS BEEN PERFORMED SHALL RECEIVE 6" (MINIMUM) OF APPROVED COMPACTED TOPSOIL

ALONG WITH (AS NOTED IN THE SPECIFICATIONS). TOPSOIL AND SEEDING MATERIALS AND METHODS SHALL BE SUBJECT TO

THE APPROVAL OF THE ENGINEER.

2. ALL SURPLUS EXCAVATED MATERIAL FROM THE UTILITY TRENCHES OR EARTHWORK IS TO BE DISPOSED OF ON-SITE AT A LOCATION TO BE DETERMINED BY THE OWNER. COST FOR OPERATION IS CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE COST OF EARTHWORK. SAND, GRAVEL OR CLAY MATERIAL SHALL NOT BE LEFT ON THE SURFACE; THIS MATERIAL SHALL BE REPLACED WITH A MINIMUM OF 4" OF COMPACTED TOPSOIL (COST TO BE INCIDENTAL).

3. THE CONTRACTOR SHALL ENSURE POSITIVE SITE DRAINAGE AT THE CONCLUSION OF EACH CONSTRUCTION DAY. SITE DRAINAGE SHALL BE ACHIEVED BY DITCHING, PUMPING, OR ANY OTHER METHOD ACCEPTABLE TO THE ENGINEER.

4. THE CONTRACTOR SHALL MAINTAIN THE SEEDING FOR A MINIMUM OF 30 DAYS AFTER INSTALLATION. MAINTENANCE SHALL INCLUDE WATERING. ALL SEEDED AREAS SHALL BE MAINTAINED AS SPECIFIED INCLUDING WATERING FOR 30 DAYS AFTER INSTALLATION. SCATTERED BARE SPOTS NO LARGER THAN TWO SQUARE FEET WILL BE ALLOWED UP TO A MAXIMUM OF 5% OF ANY RESTORED AREA, LARGER AREAS SHALL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE.

5. SIDEWALK IS TO BE REMOVED TO THE NEAREST JOINT.

6. ALL SAWCUTS AND DISPOSAL OF MATERIALS REMOVED SHALL BE CONSIDERED INCIDENTAL TO THE REMOVAL LINE ITEMS.

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 URBAN MANUAL, LATEST

REVISION.

2. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.

3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO

PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY ROE OR WINNEBAGO COUNTY.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING PUBLIC & DEVELOPMENT STREETS WHEN DEBRIS HAS BEEN TRACKED AND OR WASHED ON THEM. THE CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP THE STREETS IF DIRECTED TO DO SO BY ROE OR WINNEBAGO COUNTY. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONTROL DUST ON THE SITE IN

ACCORDANCE WITH PRACTICES IN THE ILLINOIS URBAN MANUAL.

5. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AND STABILIZED PRIOR TO SITE CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE MAINTAINED THROUGH THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY AND AFTER EACH 1/2" RAINFALL EVENT AND 6" SNOWFALL EVENT AND AN INSPECTION RECORD SHALL BE MAINTAINED BY THE CONTRACTOR AT THE JOB SITE FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM THESE INSPECTIONS AND TO MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES IN SUCH A MANNER THAT THEY CONTINUE TO FUNCTION FOR THE DURATION OF THEIR INTENDED USE. THE CONTRACTOR SHALL BE RESPONSIBLE TO

PERFORM ALL TEMPORARY SEEDING.

6. ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY SEEDING WITHIN 14 DAYS FOLLOWING THE END OF ACTIVE

DISTURBANCE.

7. EROSION CONTROL BLANKETS ARE TO BE INSTALLED ON ALL SLOPES STEEPER THAN 10% IMMEDIATELY AFTER TOPSOILING, FERTILIZING, AND SEEDING ARE COMPLETE. EROSION CONTROL BLANKETS WILL NOT BE REQUIRED IF SOD IS USED.

INSTALLATION OF EROSION CONTROL BLANKETS SHALL BE ACCORDING TO THE RECOMMENDATIONS OF THE MANUFACTURER. EROSION CONTROL BLANKETS SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAINFALL FOR DAMAGE OR DISPLACEMENT. DAMAGED OR DISPLACED EROSION CONTROL BLANKETS SHALL BE REPAIRED OR RESTAPLED AS SOON AS POSSIBLE. TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED VIA PERMANENT MEASURES. PERMANENT VEGETATION AND STRUCTURES SHALL BE INSTALLED AND FUNCTIONAL AS SOON AS PRACTICAL DURING DEVELOPMENT. PERMANENT SEEDING, SODDING, OR LANDSCAPING SHALL BE COMPLETED WITHIN 7 DAYS OF FINAL TOPSOIL RE-SPREAD.

8. ALL STOCKPILES ARE TO BE PLACED AT A LOCATION SPECIFIED BY THE OWNER. ALL STOCKPILES ARE TO BE PROTECTED BY SILT FENCE ALONG THE DOWN SLOPE SIDES OF THE STOCKPILE OR AROUND THE ENTIRE PERIMETER IF DIRECTED TO DO SO BY THE OWNER, ROE, WINNEBAGO COUNTY, OR THEIR REPRESENTATIVES. ANY STOCKPILES THAT WILL REMAIN UNDISTURBED FOR LONGER THAN THREE WEEKS SHALL BE PROTECTED BY TEMPORARY SEEDING. SOIL STORAGE PILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL SHALL NOT BE LOCATED WITH A DOWN SLOPE DRAINAGE LENGTH OF LESS THAN 25

FEET TO A ROADWAY OR DRAINAGE CHANNEL.

9. ALL STORMWATER INLETS SHALL BE PROTECTED IN ACCORDANCE WITH THE DETAILS ON THE PLANS OR BY METHODS APPROVED BY ROE & WINNEBAGO COUNTY. AFTER EACH RAINFALL EACH INLET SHALL BE INSPECTED. ANY INLET PROTECTION THAT HAS FAILED OR IS DAMAGED SHALL BE REPAIRED AS SOON AS POSSIBLE. SEDIMENT SHALL BE REMOVED AS NECESSARY TO PROVIDE FOR THE CONTINUED EFFECTIVENESS OF THE INLET PROTECTION TECHNIQUE IN USE.

SOILS AND DEWATERING:

1. THE BUILDING AND PAVEMENT AREAS SHALL BE CLEARED OF VEGETATION PRIOR TO GRADING, AND THE EXISTING

TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR RE-USE.

2. THE SUBGRADE FOR THE BUILDING PAD AREA AND THE PAVEMENT AREA SHALL BE PROOF-ROLLED USING A LOADED TANDEM DUMP TRUNK PRIOR TO THE INSTALLATION OF AGGREGATE. ALL SOFT OR UNSTABLE AREAS SHOULD BE REWORKED AND RECOMPACTED OR IF NECESSARY REPLACED. REPLACEMENT WILL BE PAID AT THE CONTRACT PRICE PER CUBIC YARD FOR SUBGRADE UNDERCUT AND AT THE CONTRACT PRICE PER SQUARE YARD FOR GEOTEXTILE FABRIC FOR

GROUND STABILIZATION IN CONFORMANCE WITH THE TYPICAL SECTION ON THE PLANS.

3. FILL MATERIALS SHALL CONSIST OF INORGANIC SILTY CLAYS OF LOW TO MEDIUM PLASTICITY OR APPROVED GRANULAR MATERIALS. COMPACTION FOR THE BUILDING PAD AND PAVEMENT SHALL BE TO 90 PERCENT MODIFIED PROCTOR MAXIMUM DENSITY FOR ALL BUT THE TOP TWO FEET OF FILL. THE TOP TWO FEET OF FILL SHALL BE COMPACTED TO 95

PERCENT MODIFIED PROCTOR MAXIMUM DENSITY.

4. THE CONTRACTOR SHALL BE PREPARED TO IMPLEMENT DEWATERING PROCEDURES ON AN AS NEEDED BASIS. AT A MINIMUM THE CONTRACTOR SHALL PROVIDE PUMPING FROM STRATEGICALLY PLACED SUMPS. DEWATERING DISCHARGE

PIPES SHALL INCLUDE PROTECTION FROM SEDIMENT DISCHARGE AND EROSION CONTROL.

A-FRAME GATE AND POST SPECIFICATION:

THE CONTRACTOR SHALL FURNISH AND INSTALL THE A-FRAME GATE WITH POSTS. ALL MATERIALS, HARDWARE, AND INSTALLATION PROCEDURES SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF SECTION 508 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, INCLUDING METALWORK, ANCHORAGE, AND FINISHING REQUIREMENTS.

WORK UNDER THIS ITEM SHALL INCLUDE, BUT IS NOT LIMITED TO: FURNISHING THE GATE FRAME, POSTS, HINGES, LATCHING MECHANISMS, CONCRETE FOOTINGS (IF REQUIRED), AND ALL ASSOCIATED HARDWARE NECESSARY FOR A COMPLETE AND OPERABLE GATE INSTALLATION. THE CONTRACTOR SHALL SET POSTS PLUMB AND TO THE MANUFACTURERS SPECIFIED EMBEDMENT DEPTH, VERIFY FIELD DIMENSIONS PRIOR TO INSTALLATION, ENSURE SMOOTH GATE OPERATION, AND PROVIDE PROPER

ALIGNMENT AND CLEARANCE.

ALL COMPONENTS SHALL BE INSTALLED IN A WORKMANLIKE MANNER AND PROTECTED FROM DAMAGE UNTIL FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ANY DAMAGED MATERIALS OR IMPROPERLY INSTALLED COMPONENTS AT NO

ADDITIONAL COST TO THE OWNER.

TYPICAL SECTION

CONCRETE SIDEWALK

N.T.S.

TYPICAL SECTION

HMA PAVEMENT

N.T.S.

COMPACTED AGGREGATE

BASE COURSE, TYPE B, 10"

HMA SURFACE COURSE, MIX D, N50, 1.5"

HMA BINDER COURSE, N50, 1.5"

BITUMINOUS MATERIALS (PRIME COAT)

0.40 GAL/S.Y.

COMPACTED AGGREGATE

BASE COURSE, TYPE B, 4"

PC CONCRETE (CLASS SI) 4" THICK

(6" ADJACENT TO DRIVEWAYS)

TYPICAL SECTION

SUBGRADE UNDERCUT

N.T.S.

CA-6 COMPACTED

6" M

IN

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SHEET

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TYPICAL SECTION

HEAVY DUTY HMA PAVEMENT

N.T.S.

COMPACTED AGGREGATE

BASE COURSE, TYPE B, 12"

HMA SURFACE COURSE, MIX D, N50, 2"

HMA BINDER COURSE, N50, 2"

BITUMINOUS MATERIALS (PRIME COAT)

0.40 GAL/S.Y.

CA-2 CRUSHED LIMESTONE

12" MIN. (DEPTH TO BE

DETERMINED BY THE ENGINEER)

GEOTEXTILE FABRIC

(USE TO BE DETERMINED

BY THE ENGINEER)

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EX CATCH BASIN

RIM = 815.85

W INV = 812.85 (8" H.D.P.)

E INV = 810.96 (12" PVC)

N INV = 810.85 (15" H.D.P.)

S INV = 810.80 (18" H.D.P.)

FA

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PL

HAWTHORNE DR

CP #2

CP #3

821822

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UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UG

F

UG

F

UG

F

OHU

OHU

O

HU

O

HU

O

HU

O

HU

O

HU

O

HU

O

HU

UG

T

UG

T

UG

T

UG

T

UGT

UGT

OHU

14"

14"

CP #10

24"

24" 24"

38"

26"

24"

24"

8"

30"

14" 14'

18"

24" 24"

6' DECIDUOUS SHRUB

36"

6' DECIDUOUS SHRUB

E

W

W

CP #40011

CP #40014

24"

24'

24'

816 809

EX STORM MANHOLE

RIM = 815.73

W INV = 811.77 (8" PVC)

N INV = 810.30 (8" H.D.P.)

S INV = 809.98 (12" RCP)

E INV = 809.94 (12" RCP)

EX SANITARY CLEANOUT

RIM = 815.90

EX SANITARY CLEANOUT

RIM = 815.84

EX STORM MANHOLE

RIM = 816.38

UNABLE TO OPEN

EX STORM MANHOLE

RIM = 815.51

N INV = 809.26 (12" RCP)

W INV = 809.26 (12" RCP)

S INV = 809.26 (12" RCP)

E INV = 809.11 (15" RCP)

EX SANITARY CLEANOUT

RIM = 815.41

E

EX SANITARY CLEANOUT

RIM = 815.38

E

EX CATCH BASIN

RIM = 800.37

N INV = 796.22 (36" RCP)

S INV = 796.22 (36" RCP)

EX CATCH BASIN

RIM = 813.43

S INV = 810.14 (12" RCP)

EX SANITARY MANHOLE 075-067

RIM = 810.70

S INV = 803.05 (12" CLAY)

N INV = 803.03 (12" CLAY)

EX STORM MANHOLE

RIM = 816.47

SE INV = 813.38 (6" PVC)

NW INV = 811.39 (8" PVC)

S INV = 810.72 (8" PVC)

N INV = 810.58 (12" RCP)

EX SANITARY MANHOLE 075-049

RIM = 801.96

NW INV = 795.01 (8" PVC)

S INV = 794.41 (12" CLAY)

N INV = 794.38 (12" CLAY)

x x x

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

EX SANITARY CLEANOUT

RIM = 816.57

EX 36" RCP

N INV = 811.87

EX 12" CMP

N INV = 812.417

EX 8" STORM PIPE

INV = 816.54

EX 8" STORM PIPE

INV = 814.18

EX 12" F.E.S.

INV = 804.65

W W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

EX 12" F.E.S.

INV = 808.75

EX WOOD BEAMS (TYP)

2-EX 36" PIPES

INV = 797.02

N

L

M

K

J I

H G F

E

D

C

B

A

O

34" 34"

42"

12" 36"

14"

12"

12"

EX SANITARY MANHOLE

RIM = 827.13

NW INV = 818.73 (10" CLAY)

W INV = 817.23 (10" CLAY)

S INV = 817.18 (10" CLAY)

EX SHEDS

EX FIRE HYDRANT (TYP)

APPROX PROPERTY LINE (TYP)

APPROX ROW (TYP)

EX TRASH ENCLOSURE

APPROX ROW (TYP)

CP #9

810 812

EX SANITARY MANHOLE

TO BE RECONSTRUCTED

EX. RIM = 811.31

PROP. RIM = 809.70

NW INV = 802.13 (8" PVC)

SE INV 802.01 (8" PVC)

EXISTING BUILDING

EX TREE STUMP (TYP)

EX HANDHOLE (TYP)

EX UNKNOWN MANHOLE

RIM = 822.53

EX STREET SIGN (TYP)

EX SIGN (TYP)

EX BOLLARD (TYP)

EX VALVE BOX (TYP)

EX FIRE HYDRANT (TYP)

EX STREET LIGHT (TYP)

EX VALVE VAULT (TYP)

EX INLET DRAIN (TYP)

EX DECIDUOUS TREE (TYP)

EX DOWNSPOUT (TYP)

EX DOOR(TYP)

F/F = 817.09

EX ELECTRIC OUTLET (TYP)

F/F = 828.06

F/F = 814.23

F/F = 816.66

F/F = 816.58

F/F = 824.58

F/F = 828.12

F/F = 818.93

EX WING WALL

EX EVERGREEN TREES

EX. LIGHT POLE TO BE

REMOVED & REINSTALLED

CONFIRM UNDERGROUND CABLE LOCATION & DEPTH

TO BE LOWERED/RELOCATED AS NECESSARY

EX 21" 14 LF HDPE STORM PIPE

TO BE REMOVED

E INV = 808.76

W INV = 808.85

EX RIPRAP

TO BE REMOVED

EX STREET SIGN

TO BE RELOCATED

EX SIGNS

TO BE REMOVED

EX SIGNS

TO BE RELOCATED

46 SY AGGREGATE SHOULDER

TO BE REMOVED

34 SY AGGREGATE SHOULDER

TO BE REMOVED

927 SF CONCRETE SIDEWALK

TO BE REMOVED

973 SY HMA PAVEMENT

TO BE REMOVED

EX 34" DECIDUOUS TREE

TO BE REMOVED

EX 4" DECIDUOUS TREE

TO BE RELOCATED

127 LF SAWCUT &

20 SY HMA PAVEMENT

TO BE REMOVED

86 LF SAWCUT &

425 SY HMA PAVEMENT

TO BE REMOVED

83 LF B6-18 CURB & GUTTER

TO BE REMOVED

13 LF SAWCUT PAVEMENT

6 LF SAWCUT PAVEMENT &

197 SF SIDEWALK

TO BE REMOVED

5 LF SAWCUT PAVEMENT

5 LF SAWCUT PAVEMENT

6" CONCRETE F.E.S.

INV = 811.31

TO BE REMOVED

18" CONCRETE F.E.S.

TO BE RELOCATED

47 LF SAWCUT &

7 SY HMA PAVEMENT

TO BE REMOVED

EX. 6" HDPE PIPE

TO BE DAYLIGHTED

TO NEW SWALE

16 LF SAWCUT PAVEMENT

312 SF CONCRETE SIDEWALK

TO BE REMOVED

EX. BASKETBALL HOOPS

TO BE RELOCATED

EX. 3 TRUNK 18" TREES

TO BE REMOVED

EX. 14" EVERGREEN TREE

TO BE REMOVED

40 L.F. EX 12" CMP CULVERT

N INV - 825.73

S INV = 825.17

EX TREE LIMBS

TO BE TRIMMED AS NECESSARY

EX VALVE BOX TO BE ADJUSTED

EX. RIM = 801.77

PROP. RIM = 804.00

136 S.Y. RIP RAP TO BE

REMOVED AS NECESSARY

CONTROL POINTS

CP #

40011

40014

NORTHING

2050219.1920

2050174.5732

2050644.8333

2050657.3669

2050445.6510

2050053.7870

EASTING

2602941.3220

2603005.7475

2603081.9111

2603203.3600

2603240.9610

2603224.8820

ELEVATION

827.30

826.76

825.76

819.85

815.87

810.91

DESCRIPTION

MAG NAIL

MAG NAIL

MAG NAIL

MAG NAIL

MAG NAIL

MAG NAIL

NOTES:

1. EXISTING TOPOGRAPHY SHOWN REPRESENTS SITE CONDITIONS AS PREPARED BY C.E.S. INC.

ON OCTOBER 27, 2025. CONTRACTOR SHALL FIELD CHECK EXISTING ELEVATIONS AND

CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT AND ENGINEER OF ANY

DISCREPANCIES PRIOR TO STARTING CONSTRUCTION.

2. THE UNDERGROUND UTILITY INFORMATION AS SHOWN HEREON IS BASED, IN PART, UPON

INFORMATION FURNISHED BY UTILITY COMPANIES AND THE LOCAL MUNICIPALITY. WHILE

THIS INFORMATION IS PROVIDED AS THE BEST AVAILABLE INFORMATION, ITS ACCURACY

AND COMPLETENESS CANNOT BE GUARANTEED NOR CERTIFIED TO.

3. EXISTING CONDITIONS AND DEMOLITION PLAN REPRESENT SITE CONDITIONS AS OF

OCTOBER 27, 2025. CONTRACTOR SHALL INSPECT SITE PRIOR TO BIDDING WORK TO VERIFY

ACTUAL FIELD CONDITIONS AS PORTIONS OF THE DEMOLITION WORK MAY HAVE SINCE

BEEN COMPLETED. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLETE ALL DEMOLITION

WORK. ALL THE DEMOLITION AS PER PLANS TO PREPARE THE SITE FOR CONSTRUCTION OF

PROPOSED IMPROVEMENTS.

4. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSAL (IN A

LOCATION APPROVED BY ALL JURISDICTIONAL GOVERNING ENTITIES) OF ALL STRUCTURES,

PADS, WALLS, FLUMES, FOUNDATIONS, ROADS, PARKING LOTS, DRIVES, DRAINAGE

STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THESE PLANS CAN

BE CONSTRUCTED. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. ALL FACILITIES TO BE REMOVED

SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE

COMPACTED FILL MATERIAL PER THE SPECIFICATIONS.

5. EXISTING EASEMENTS ARE NOT SHOWN.

0 400 20 80

N

LEGEND

EXISTING HMA PAVEMENT

EXISTING GRAVEL SURFACE

EXISTING CONCRETE SURFACE

REMOVE HMA PAVEMENT

REMOVE CONCRETE

REMOVE GRAVEL

DATE BYREVISION

CHECKED BY: KCB

DATE: 2/10/26

DRAWN BY: LMT/RKW

DATE: 2/10/26

RPS 205 MARSH SITE LOGISTICS

EXISTING CONDITIONS AND DEMOLITION PLAN

700 WEST LOCUST STREET, BELVIDERE, ILLINOIS 61008

PHONE: 815.547.8435 | FAX: 815.544.0421

ILLINOIS DESIGN FIRM NO. 184-001260

WEBSITE: WWW.CIVILIDEAS.COM G:\FILES\WINN\ROCKFORD\5905 RPS205 Marsh Site Logistics\CURRENT

PROJECT\5905_BASE.dwg

PDF CREATED ON: 2/12/2026 2:02:26 PM

SHEET

of153

CONTOURS

EXISTING MINOR

MAJOR

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GV

AutoCAD SHX Text

GV

FA

IRW

AY

PL

HAWTHORNE DR

UG

F

UG

F

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UG

F

UG

F

UG

F

OHU

OHU

O

HU

O

HU

O

HU

O

HU

O

HU

O

HU

O

HU

UG

T

UG

T

UG

T

UG

T

UGT

UGT

OHU

E

W

W

E

E x x x

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

W W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

EX WOOD BEAMS (TYP)

13 PASSENGER VEHICLE PARALLEL

PARKING SPACES

SUNRISE BUS

DROPOFF

SUNRISE BUS

PICKUP

13 PROPOSED 6.6" CONCRETE STEPS

(INCLUDING SAFETY TREADS)

W/ HANDRAILS

N

L

M

K

J I

H G F

E

D

C

B

A

O

263'

64'

24'

2 - 12' PROPOSED

SWINGING "A"

FRAME GATES

26.65'

30 L.F. PROPOSED 24" WHITE PAINT STOP

BAR FOR AFTERNOON BUS QUEUING

5'

EX SHEDS

EX FIRE HYDRANT (TYP)

APPROX PROPERTY LINE (TYP)

APPROX ROW (TYP)

24'

EX TRASH ENCLOSURE

STORAGE FOR 20 BUSES

4 WIDE

9' (TYP)

23'

TY

P)

PROPOSED 701 LF 4'

TALL METAL FENCE

30'

10'10

22 FUTURE PARKING STALLS

.8 8'

.2

3'

.2

7'

9' (TYP)

22' (TYP)

2 - CURB SPILLOUTS

RELOCATED BASKETBALL HOOPS

PROPOSED

STOP SIGN

APPROX ROW (TYP)

R45'

R4 5'

R8 .5

467 SF CONCRETE SIDEWALK

2,351 SF CONCRETE SIDEWALK

197 SF CONCRETE SIDEWALK

4,219 SY HMA PAVEMENT

1,048 SY HMA PAVEMENT

PROPOSED LIGHT POST (TYP)

2 - 21' PROPOSED

SWINGING "A"

FRAME GATES

PROPOSED LIGHT

POST WITH

CAMERA (TYP)

RELOCATED STREET SIGN

STOP SIGN POINTING

AWAY FROM STREET

88 LF B6.12 "TIP-OUT" CURB & GUTTER

94 LF B6.12 CURB & GUTTER

313 LF B6.12 CURB & GUTTER

5'

32'

9 PROPOSED 6" CONCRETE STEPS (INCLUDING

SAFETY TREADS) W/ HANDRAILS

PROPOSED RAMP W/ HANDRAILS

253 L.F. B6.12 "TIP-OUT" CURB & GUTTER

EXISTING BUILDING

EX TREE STUMP (TYP)

EX HANDHOLE (TYP)

EX UNKNOWN MANHOLE

RIM = 822.53

EX STREET SIGN (TYP)

EX SIGN (TYP)

EX BOLLARD (TYP)

EX VALVE BOX (TYP)

EX FIRE HYDRANT (TYP)

EX STREET LIGHT (TYP)

EX VALVE VAULT (TYP)

EX INLET DRAIN (TYP)

EX DECIDUOUS TREE (TYP)

EX DOWNSPOUT (TYP)

EX DOOR(TYP)

F/F = 817.09

EX ELECTRIC OUTLET (TYP)

F/F = 828.06

F/F = 814.23

F/F = 816.66

F/F = 816.58

F/F = 824.58

F/F = 828.12

F/F = 818.93

EX WING WALL

EX EVERGREEN TREES

EX. LIGHT POLE TO BE

REMOVED & REINSTALLED

CONFIRM UNDERGROUND CABLE LOCATION & DEPTH

TO BE LOWERED/RELOCATED AS NECESSARY

R8.5'

45 LF 12" CMP STORM CULVERT @ 2.00%

CONNECTED TO EX. 12" CMP UNDER HAWTHORNE DR.

91 LF 24" CMP STORM CULVERT @ 1.63%

42 LF 15" RCP STORM SEWER @ 0.52%

34 LF 18" HDPE

STORM PIPE

134 LF 12" RCP STORM

SEWER @ 2.0%

PROPOSED 2' DIA. STORM INLET

TYPE A W/ TYPE 8 GRATE

RIM = 813.00

EX NW INV= 811.35 (6" PVC)

PROP. SE INV= 810.28 (12" RCP)

PROPOSED 12" RCP FES

LENGTH = 6 L.F.

INV = 807.48

24" CMP F.E.S.

LENGTH = 3.5'

INV= 809.60

24" CMP F.E.S.

LENGTH = 3.5'

INV= 808.00

12" CMP F.E.S.

INV = 824.27

PROPOSED 15" RCP F.E.S.

LENGTH = 6 L.F.

INV= 804.00

2' DIA. STORM INLET TYPE A

W/ TYPE 8 GRATE

RIM = 806.25

INV= 804.25 (15" RCP)

RELOCATED 18"

CONCRETE F.E.S.

INV = 810.00

R60'

R3'

R3'

R3'

R10'

R3'

R3'

YELLOW PAINT ARROW

SYMBOL (TYP)

2 - SWINGING GATE POSTS

R23.42' R23.42'

R23.42' R23.42'

YELLOW PAINT PAVEMENT

MARKING, 4" (TYP)

YELLOW PAINT PAVEMENT

MARKING, 6" (TYP)

YELLOW PAINT PAVEMENT

MARKING, 12" (TYP)

DETECTABLE

WARNING (TYP.)

PROPOSED WHITE PAINT PAVEMENT MARKINGS,

4" FOR BASKETBALL & FOUR SQUARE COURTS

PROPOSED BLUE DASHED PAINT PAVEMENT

MARKINGS, 4" FOR BUS PARKING (TYP)

YELLOW PAINT PAVEMENT

MARKING, 6" (TYP)

YELLOW PAINT PAVEMENT

MARKING, 12" (TYP)

2 - SWINGING GATE POSTS

PROPOSED SOLID BLUE PAINT PAVEMENT

MARKINGS, 4" FOR BUS PARKING (TYP)

2 - PROPOSED TWO POST SIGN RPS TYPE A:

"BUSES ONLY DO NOT ENTER"

2 - PROPOSED TWO POST SIGN

RPS TYPE A: "BUSES ONLY"

PROPOSED TWO POST SIGN RPS TYPE A:

"STAFF PARKING" -WITH STRAIGHT ARROW

"DROP-OFF/PICK-UP AT DOOR DOOR J"

-WITH STRAIGHT ARROW

"VISITOR PARKING" -WITH RIGHT ARROW

PROPOSED

FENCE GATE

PROPOSED

FENCE GATE

16 LF 12" CMP STORM

CULVERT @ 1.40%

12" CMP F.E.S.

LENGTH = 1.75'

INV= 818.22

12" CMP F.E.S.

LENGTH = 1.75'

INV= 817.94

35 LF 24" RCP STORM SEWER @ 2.68%

PROPOSED 24" RCP F.E.S.

LENGTH = 6 L.F.

INV= 799.88

PROPOSED 24" RCP F.E.S.

LENGTH = 6 L.F.

INV= 798.62

EX VALVE BOX TO BE ADJUSTED

EX. RIM = 801.77

PROP. RIM = 804.00

NOTES:

1. CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES AT

LOCATIONS OF CONFLICT. CONTRACTOR TO NOTIFY ENGINEER WITH ANY DISCREPANCIES.

2. ALL SIDEWALK RAMPS TO BE IN ACCORDANCE WITH ADA REQUIREMENTS.

3. SEE PHOTOMETRIC PLAN FOR ELECTRICAL AND FIBER SERVICE TO LIGHT POLES & CAMERAS.

4. CONTRACTOR SHALL COORDINATE DESIGN AND VERBIAGE OF DIRECTIONAL SIGNS WITH

RPS PRIOR TO DIRECTIONAL SIGN PROCUREMENT.

5. SAFETY TREADS SHALL BE SUPERGRIT OR APPROVED EQUAL.

LEGEND

EXISTING HMA PAVEMENT

EXISTING GRAVEL/SHOULDER

EXISTING CONCRETE SURFACE

PROPOSED HMA PAVEMENT

PROPOSED HEAVY DUTY HMA

PAVEMENT

PROPOSED P.C.C. SIDEWALK

NUMBER OF PARKING STALLSXX

0 400 20 80

N

DATE BYREVISION

CHECKED BY: KCB

DATE: 2/10/26

DRAWN BY: LMT/RKW

DATE: 2/10/26

RPS 205 MARSH SITE LOGISTICS

OVERALL SITE IMPROVEMENT PLAN

700 WEST LOCUST STREET, BELVIDERE, ILLINOIS 61008

PHONE: 815.547.8435 | FAX: 815.544.0421

ILLINOIS DESIGN FIRM NO. 184-001260

WEBSITE: WWW.CIVILIDEAS.COM G:\FILES\WINN\ROCKFORD\5905 RPS205 Marsh Site Logistics\CURRENT

PROJECT\5905_BASE.dwg

PDF CREATED ON: 2/12/2026 2:02:29 PM

SHEET

of154

SCHOOL DAY PARKING DATA

97 STANDARD PARKING SPACES

5 ADA PARKING SPACES

102 TOTAL PARKING SPACES

ADDITIONAL OFF-HOUR

PARKING DATA

30 STANDARD PARKING SPACES

15 PARKING ON PLAYGROUND

45 TOTAL PARKING SPACES

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AutoCAD SHX Text

GV

AY

PL

HAWTHORNE DR

821822

UG

F

UG

F

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UGF

UG

F

UG

F

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F

O

HU

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HU

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HU

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UG

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UGT

UGT

E

W

W

E

E x x x

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

W W

W

S

S

S

S

S

S

S

S

S

S

S

S

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S

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N

L

M

K

J I

H G F

E

D

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A

O

810 812

(826.42)(825.78)

(825.34)

(825.10)

(824.79)

(824.74)

(826.33)

(8

.46

(806.52)

(805.76)(804.39)

(80 3.8

6)

(803.79)

(824.86)(824.77)

(825.41)

(825.64)

(826.05)

(826.50)

(826.78)

(827.16)

(827.28)(827.22)

(815.85) (813.53)

(813.48)

(812.23)

(811.52)

(806.00)

(808.70)

(809.16)

(810.60)

(812.00)

(814.00)

(816.00)

(818.70) (819.00)

(821.70)

(823.00)

(8

.0 0)

823.56

(825.52)

(826.53)

(823.31)

(823.77)

(824.53)(824.60)

(824.00) (823.00)

(822.84) (818.00)

(8

.00

(813.00)

(811.00)

(810.00)

(812.20)

(822.00) (823.87)

(802.60)

(803.60)

(804.00)

(803.00)

(80 2.5

1)(802.74)

(802.50)

(802.71)

(803.00)

(804.00)

(805.00)

(813.00)

(811.41)(811.16)

(810.54)

(810.00)

EXISTING BUILDING

811 812

811 812

810811812

808809

825 82

823822 821 820 819 818

813 81

818 819

824.94

824.55

824.75

825.15

824.50

6.0

825.29

826.88

824.26

3.

823.50

3.

823.00

0.

818.74 818.50

817.92

817.96

5.9

5.5

813.87

3.2

814.89

816.81

816.76

4.4

812.43

1.8

813.43

812.83

813.71

813.72

813.64

3.

3.

813.04

3.

814.33814.05

814.82

815.26

813.59

814.23

4.

4.

816.22 816.15

817.51

818.47 818.40

825.55

818.23

815.98 814.74

814.92

4.

816.00

5.

813.70 813.00

809.60

824.24

6.

6.

806.79 806.4880

6.5

806.59

6.

805.54

805.56

805.83

805.31

5.

804.44

804.1780 3.

805.27

805.54

805.12

4.

805.69 805.88

6.9

807.25

806.35

805.39

805.12

5.

6.

806.33

806.07804.87

804.68804.00

803.73

803.46

804.49

805.44

806.73

806.46

6.

805.10

805.10

804.83 806.25

826.07

826.85

824.75825.19

824.68

803.91

803.37

824.27

8.0

810.00

814812.78

813.04

813.38

(806.00)

(806.57)

(807.38)

(808.45)

810809 807 808

(81 8.2

2)

(817.94)

(81 9.1

8)

(819.19)

819.75

9.8

819.95 820.00820.50

820.28 820.40 820.35

799.88 800

8.6

100' WIDE SPILLWAY @ 803.00

0 400 20 80

N

NOTES:

1. CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES AT

LOCATIONS OF CONFLICT. CONTRACTOR TO NOTIFY ENGINEER WITH ANY DISCREPANCIES.

2. ALL SIDEWALK RAMPS TO BE IN ACCORDANCE WITH ADA REQUIREMENTS.

LEGEND

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

X.X% DESIGN SLOPE

DRAINAGE FLOW DIRECTION

(XXX.XX)

XXX.XX

DATE BYREVISION

CHECKED BY: KCB

DATE: 2/10/26

DRAWN BY: LMT/RKW

DATE: 2/10/26

RPS 205 MARSH SITE LOGISTICS

OVERALL GRADING PLAN

700 WEST LOCUST STREET, BELVIDERE, ILLINOIS 61008

PHONE: 815.547.8435 | FAX: 815.544.0421

ILLINOIS DESIGN FIRM NO. 184-001260

WEBSITE: WWW.CIVILIDEAS.COM G:\FILES\WINN\ROCKFORD\5905 RPS205 Marsh Site Logistics\CURRENT

PROJECT\5905_BASE.dwg

PDF CREATED ON: 2/12/2026 2:02:31 PM

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CONTOURS

EXISTING MINOR

MAJOR

FINAL GRADINGMINOR

MAJOR

SEE GRADING DETAIL A

SHEET 8

SEE GRADING DETAIL B

ON SHEET 8

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AY

PL

HAWTHORNE DR

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EXISTING BUILDING

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UGE UGE UGE

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811 812

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825 82

823822 821 820 819 818

813 81

818 819

TEMPORARY

CONCRETE

WASHOUT

TEMPORARY

CONCRETE

WASHOUT

± 580 C.Y. OF TOPSOIL TO BE PLACED EAST OF PLAYGROUND AREA.

IF MORE TOPSOIL IS FOUND ONSITE EXPAND PLATEAU AREA NORTH

& SOUTH KEEPING POSITIVE DRAINAGE THRU THE SITE.

810809 807 808

9.

803.00 SPILLWAY

804.00 TOP OF BERMPROPOSED BERM W/

1' THICK CLAY LAYER

(UPSTREAM SIDE)

UNDER 6" TOPSOIL

EXISTING GROUND

EXISTING ROADWAY

0 400 20 80

N

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 URBAN MANUAL", LATEST REVISION.

2. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.

3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY

ROE & THE COUNTY OF WINNEBAGO.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING PUBLIC & DEVELOPMENT STREETS WHEN DEBRIS HAS BEEN TRACKED AND OR WASHED ON THEM. THE CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP THE STREETS IF DIRECTED TO DO SO BY THE ROE & COUNTY OF WINNEBAGO. THE CONTRACTOR IS ALSO RESPONSIBLE TO CONTROL DUST ON THE SITE IN

ACCORDANCE WITH PRACTICES IN THE "ILLINOIS URBAN MANUAL", LATEST REVISION.

5. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AND STABILIZED PRIOR TO SITE CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE MAINTAINED THROUGH THE DURATION OF THE PROJECT. ALL EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY AND AFTER EACH 1/2" RAINFALL EVENT AND 6" SNOWFALL EVENT AND AN INSPECTION RECORD SHALL BE MAINTAINED BY THE CONTRACTOR AT THE JOB SITE FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM THESE INSPECTIONS AND TO MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES IN SUCH A MANNER THAT THEY CONTINUE TO FUNCTION FOR THE DURATION OF THEIR INTENDED USE. THE CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL TEMPORARY SEEDING.

6. ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY SEEDING WITHIN 14 DAYS FOLLOWING THE END OF ACTIVE DISTURBANCE.

7. EROSION BLANKETS ARE TO BE INSTALLED ON ALL SLOPES STEEPER THAN 10 % IMMEDIATELY AFTER TOPSOILING, FERTILIZING, AND SEEDING ARE COMPLETE. EROSION BLANKETS WILL NOT BE REQUIRED IF SOD IS USED. INSTALLATION OF EROSION BLANKETS SHALL BE ACCORDING TO THE RECOMMENDATIONS OF THE MANUFACTURER. EROSION BLANKETS SHALL BE INSPECTED

LEGEND

SILT FENCE

6" TOPSOIL, LAWN SEEDING (AS

SHOWN IN THE SPECIFICATIONS) &

NORTH AMERICAN GREEN ERONET

S75 (OR APPROVED EQUAL)

6" TOPSOIL, LAWN SEEDING (AS

SHOWN IN THE SPECIFICATIONS) &

MULCH METHOD 2

6" TOPSOIL, LAWN SEEDING (AS

SHOWN IN THE SPECIFICATIONS) &

VMAX S200 (TURF REINFORCEMENT

MAT) OR APPROVED EQUAL

STABILIZED CONSTRUCTION

ENTRANCE

TEMPORARY DITCH CHECK

SF SF

T

DATE BYREVISION

CHECKED BY: KCB

DATE: 2/10/26

DRAWN BY: LMT/RKW

DATE: 2/10/26

RPS 205 MARSH SITE LOGISTICS

STORMWATER POLLUTION PREVENTION PLAN

700 WEST LOCUST STREET, BELVIDERE, ILLINOIS 61008

PHONE: 815.547.8435 | FAX: 815.544.0421

ILLINOIS DESIGN FIRM NO. 184-001260

WEBSITE: WWW.CIVILIDEAS.COM G:\FILES\WINN\ROCKFORD\5905 RPS205 Marsh Site Logistics\CURRENT

PROJECT\5905_BASE.dwg

PDF CREATED ON: 2/12/2026 2:02:34 PM

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CONTOURS

EXISTING MINOR

MAJOR

FINAL GRADINGMINOR

MAJOR

PERIODICALLY AND AFTER EACH RAINFALL FOR DAMAGE OR DISPLACEMENT. DAMAGED OR DISPLACED EROSION BLANKETS SHALL BE REPAIRED OR RESTAPLED AS SOON AS POSSIBLE.

TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED VIA PERMANENT MEASURES.

PERMANENT VEGETATION AND STRUCTURES SHALL BE INSTALLED AND FUNCTIONAL AS SOON AS PRACTICAL DURING DEVELOPMENT. PERMANENT SEEDING, SODDING, OR LANDSCAPING

SHALL BE COMPLETED WITHIN 7 DAYS OF FINAL TOPSOIL RE-SPREAD.

8. ALL STOCKPILES ARE TO BE PLACED AT A LOCATION SPECIFIED BY THE OWNER. ALL STOCKPILES ARE TO BE PROTECTED BY SILT FENCE ALONG THE DOWN SLOPE SIDES OF THE STOCKPILE OR AROUND THE ENTIRE PERIMETER IF DIRECTED TO DO SO BY THE ENGINEER, ROE, THE COUNTY OF WINNEBAGO, OR THEIR REPRESENTATIVES. ANY STOCKPILES THAT WILL REMAIN UNDISTURBED FOR LONGER THAN THREE WEEKS SHALL BE PROTECTED BY TEMPORARY SEEDING. SOIL STORAGE PILES CONTAINING MORE THAN 10 CUBIC YARDS OF MATERIAL SHALL NOT BE LOCATED WITH A DOWN SLOPE DRAINAGE LENGTH OF LESS THAN 25 FEET TO A ROAD WAY OR DRAINAGE CHANNEL. COST OF TEMPORARY SEEDING SHALL BE INCLUDED PRICE BID

PER EROSION CONTROL LUMP SUM.

9. EROSION FABRIC IS NECESSARY FOR SILT TRAPS INSTALLED AT ALL STORM STRUCTURES WITH OPEN LIDS. ALL STORMWATER INLETS SHALL BE PROTECTED BY SILT TRAPS, STRAW BALE DIKES, EXCELSIOR LOGS, EROSION FABRIC, OR OTHER METHODS APPROVED BY THE ROE OR COUNTY OF WINNEBAGO. AFTER EACH RAINFALL EACH INLET SHALL BE INSPECTED. ANY INLET PROTECTION THAT HAS FAILED OR IS DAMAGED SHALL BE REPAIRED AS SOON AS POSSIBLE. SEDIMENT SHALL BE REMOVED AS NECESSARY TO PROVIDE FOR THE CONTINUED

EFFECTIVENESS OF THE INLET PROTECTION TECHNIQUE IN USE.

POND SECTION

POND SECTION

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EXECUTIVE SUMMARY

The general contractor, and all subcontractors involved with a construction activity that disturbs site soil or who implement a pollutant control measure identified in the Storm Water Pollution Prevention Plan (SWPPP) must comply with the following requirements of the National Pollutant Discharge Elimination System (NPDES) General Permit as well as any requirements of local governing agencies having jurisdiction concerning erosion and sedimentation control.

A. List the notification requirements of the permit. List names and addresses of the governing agencies requiring notification before earthwork can begin and what the minimum notification time is. (* Indicated any requirements for a pre-construction meeting).

*Rockford Public Schools ATTN: Scott Jensen - Director of Design & Construction 201 S Madison Street Rockford, IL 601108

*C.E.S. Inc.

ATTN: Kevin Bunge 700 W. Locust St.

Belvidere, IL 61008

Min. Notification Time: 48 Hours

A copy of the Notice of Intent (NOI) and a description of the project must be posted in a prominent place for public viewing at the construction site.

B. Complete copy of the SWPPP, including copies of all inspection reports, plan revisions, etc., must be retained at the project site at all times during working hours and kept in the permanent project records for at least three years following submission of the Notice of Termination (NOT).

C. The general contractor must provide names and address of all subcontractors working on this project who will be involved with the major construction activities that disturb site soil. That information must be kept with the SWPPP.

D. The general contractor and all subcontractors involved with the major construction activities that disturb site soils must sign a copy of the appropriate certification statement included in this document.

E. As described previously, regular inspections must be made to determine effectiveness of the SWPPP. The SWPPP must be modified as needed to prevent pollutants from discharging from the site. The inspector must be a person familiar with the site, the nature of the major construction activities, and qualified to evaluate both overall system performance and individual component performance. Additionally, the inspector must either be someone empowered to implement modifications to this SWPPP and the pollutant control devices, if needed, in order to increase effectiveness to an acceptable level, or someone with the authority to cause such things to happen.

F. This SWPPP must be updated each time there are significant modifications to the pollutant prevention system or a change of contractors working on the project who disturbs site soil. The general contractor must notify the governing review agency as soon as these modifications are implemented.

G. Discharge of oil or other hazardous substances into the storm water is subject to reporting and cleanup requirements. Refer to Part III, B of the NPDES General Permit for additional information. Copies of the NPDES General Permit and the Notice of Intent forms are available by calling 815-547-8435 or online at "http://www.epa.state.il.us/water/permits/storm-water/general-construction-permit.pdf." and "http://www.epa.state.il.us/water/permits/storm-water/forms/notice-intent-construction.pdf."

H. Once the site reaches final stabilization, the general contractor must complete and submit a Notice of Termination (NOT). A blank form can be found at "http://www.epa.state.il.us/water/permits/storm-water/forms/notice-termination-construction.pdf"

I. This SWPPP intends to control water-borne and liquid pollutant discharges by some continuation of interception, filtration, and containment. The general contractor and subcontractors implementing this SWPPP must remain alert to the need to periodically refine and update the SWPPP in order to accomplish the intended goals.

J. This SWPPP must be amended as necessary during the course of construction in order to keep it current with the pollutant control measures utilized at the site. Amending the SWPPP does not mean that it has to be reprinted. It is acceptable to add addenda, sketches, new sections, and/or drawings.

K. A record of the dates when major grading activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated must be maintained until the NOT is filed. A log for keeping such records can be found online at "http://www.epa.gov/npdes/pubs/sw_swppp_inspection_form.doc". A different form for the log may be substituted if it is found to be more useful.

INTRODUCTION

This SWPPP has been prepared for major activities associated with the construction of a bus parking loop and an additional parking lot on a 4.5 acre site (part of a 11.50 total acre site). This SWPPP includes the elements necessary to comply with the national baseline general permit for construction activities administered by the U.S. Environmental Protection Agency (USEPA) under the National Pollutant Discharge Elimination System (NPDES) program and all local governing agency requirements. This SWPPP must be actuated and on-site before construction begins.

Construction phase pollutant sources anticipated at the site are disturbed (bare) soil, vehicle fuels and lubricants, chemicals associated with building construction, and building materials. Without adequate control there is the potential for each type of pollutant to be transported by storm water.

Project construction will consist of site grading, paving & seeding to facilitate the construction of a paved bus loop & an additional on-site parking lot.

A. Purpose A major goal of pollution prevention efforts during project construction is to control soil and pollutants that originate on the site and prevent them from flowing to surface waters. The purpose of this SWPPP is to provide guidelines for achieving that goal. A successful pollution prevention program also relies upon careful inspection and adjustments during the construction process in order to enhance its effectiveness.

B. Scope This SWPPP must be actuated and on-site when construction begins. It primarily addresses the impact of storm rainfall and runoff areas of the ground surface disturbed during the construction process. In addition, there are recommendations to controlling other sources of pollution that could accompany the major construction activities. This SWPPP will terminate when disturbed areas are stabilized, construction activities covered herein have ceased, and a completed Notice of Termination (NOT) is mailed to the governing agency requiring the NOT. Particular forms can be found at the following web addresses:

"https://epa.illinois.gov/content/dam/soi/en/web/epa/topics/forms/water-permits/storm-water/documents/general-npdes-permit-ilr10-construction.pdf", "https://www3.epa.gov/npdes/pubs/sw_swppp_inspection_form.doc", and "https://epa.illinois.gov/content/dam/soi/en/web/epa/topics/forms/water-permits/storm-water/documents/notice-of-termination-construction.pdf" for implementing this SWPPP.

The National Baseline General Permit for Storm Water Discharges From Construction Activities prohibits most non-storm water discharges during the construction phase. Allowable non-storm water discharges that could occur during construction on this project, which would therefore be covered by the General Permit, include:

1. Discharges from the fire fighting activities.

2. Fire hydrant flushing

3. Water used to wash vehicles or control dust.

4. Water flowing from potable sources and water line flushing.

5. Irrigation drainage.

6. External building wash down which does not use detergents.

7. Runoff from pavement wash down where spills or leaks of toxic or hazardous materials have not occurred (unless all spilled material has been removed) and where detergents have not be used.

8. Air conditioning condensate.

9. Springs and uncontaminated groundwater.

10. Foundation or footing drains where flows are not contaminated with process materials such as solvents.

The techniques described in this SWPPP focus on providing control of pollutant discharges with practical approaches that utilize readily available expertise, materials, and equipment.

The owner referred to in this SWPPP is the Rockford Public School System. The general contractor will construct the site development improvements while working under contract with the owner.

CONTROL

MEASURE

GROUP

CONTROL MEASURE

URBAN

MANUAL

CODE

APPLIED CONTROL MEASURE DESCRIPTION TE

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DIVERSION

DIVERSION DIKE

RIGHT-OF-WAY DIVERSION

ROCK CHECK DAM - COARSE AGGREGATE

TEMPORARY DIVERSION

TEMPORARY SLOPE DRAIN

CULVERT INLET PROTECTION - SILT FENCE

INLET PROTECTION - BLOCK & GRAVEL

PORTABLE SEDIMENT TANK

SILT FENCE

STABILIZED CONSTRUCTION ENTRANCE

SUMP PIT PLAN

TEMPORARY SEDIMENT TRAP

DUST CONTROL

TEMPORARY STREAM CROSSING

(WETLAND CONSULTANT TO PROVIDE DETAIL)

FILTER STRIP - GRASSED

GRASSED-LINED CHANNEL

INFILTRATION TRENCH

LEVEL SPREADER

PERMEABLE PAVEMENT

SUBSURFACE DRAIN

URBAN STORMWATER

WETLAND

IMPOUNDMENT STRUCTURE - FULL FLOW

IMPOUNDMENT STRUCTURE - ROUTED

VEGETATIVE STREAMBANK STABILIZATION

WELL DECOMMISSIONING

TREE & FOREST ECOSYSTEM PRESERVATION

TREE & SHRUB PLANTING

TREE PROTECTION - FENCING

TREE PROTECTION - AUGURING

TOPSOILING

TEMPORARY SEEDING

SURFACE ROUGHENING

SODDING

ROCK OUTLET PROTECTION

PERMANENT VEGETATION

MULCHING

LAND GRADING

EROSION BLANKET

CONSTRUCTION ROAD STABILIZATION

INLET PROTECTION - EXCAVATED DRAIN

INLET PROTECTION - FABRIC DROP

INLET PROTECTION - GRAVEL & WIRE MESH

INLET PROTECTION - SOD FILTER

THE STABILIZATION OF TEMPORARY CONSTRUCTION ACCESS ROUTES, SUBDIVISION ROADS, ON-SITE

VEHICLE TRANSPORTATION ROUTES, AND CONSTRUCTION PARKING AREAS WITH STONE

IMMEDIATELY AFTER GRADING

A PREFORMED PROTECTIVE BLANKET OF STRAW OR OTHER PLANT RESIDUE, OR PLASTIC FIBERS

FORMED INTO A MAT, USUALLY WITH A PLASTIC MESH ON ONE OR BOTH SIDES.

A TEMPORARY BARRIER OF ENTRENCHED GEOTEXTILE FABRIC (FILTER FABRIC) STRETCHED ACROSS

AND ATTACHED TO SUPPORTING POSTS USED TO INTERCEPT SEDIMENT LADEN RUNOFF FROM

SMALL DRAINAGE AREAS OF DISTURBED SOIL.

A STABILIZED PAD OF AGGREGATE UNDERLAIN WITH FILTER FABRIC LOCATED AT ANY POINT

WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC

RIGHT-OF-WAY, STREET, ALLEY, SIDEWALK, OR PARKING AREA.

A CONSTRUCTED SYSTEM OF SHALLOW POOLS THAT CREATE GROWING CONDITIONS SUITABLE FOR EMERGENT AND RIPARIAN WETLAND PLANTS EXPLICITLY DESIGNED TO LESSEN THE IMPACTS OF

STORMWATER QUALITY IN URBAN AREAS.

RESHAPING THE GROUND SURFACE TO PLANNED GRADES AS DETERMINED BY THE

ENGINEERING PLANS.

A RIDGE OR RIDGE AND CHANNEL CONSTRUCTED DIAGONALLY ACROSS A SLOPING

ROAD OR UTILITY RIGHT-OF-WAY THAT IS SUBJECT TO EROSION.

A DIKE OR DIKE & CHANNEL CONSTRUCTED ALONG THE PERIMETER OF A DISTURBED

CONSTRUCTION AREA.

A CHANNEL AND SUPPORTING RIDGE CONSTRUCTED ACROSS THE SLOPE TO COLLECT AND

DIVERT RUNOFF.

METHODS OF PRESERVING AND USING TOPSOIL TO ENHANCE FINAL SITE STABILIZATION WITH

VEGETATION.

PLANTING RAPID-GROWING ANNUAL GRASSES OR SMALL GRAINS, TO PROVIDE INITIAL,

TEMPORARY…