3-26-14 Part 3 West MS Site Logistics RPS 2611.pdf

WEST MIDDLE SCHOOL

SITE LOGISTICS IMPROVEMENTS

RPS PROJECT NO. 2611

(IFB NO. 26-14)

ROCKFORD PUBLIC SCHOOLS

ROCKFORD, ILLINOIS

VICINITY MAP

NOT TO SCALE

MAP PROVIDED BY GOOGLE

INDEX OF SHEETS

COVER SHEET C1

GENERAL NOTES C2

TOPOGRAPHIC SURVEY C3

DEMOLITION PLAN C4

LAYOUT PLAN C5

GRADING PLAN C6

EROSION CONTROL PLAN C7

EROSION CONTROL DETAILS C8

DETAIL SHEETS C9-C13

PHOTOMETRIC PLAN C14-C15

IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDE

PROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES IS

AVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED IN

CONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES. THE METHODS AND

MEANS TO COMPLY WITH CONSTRUCTION SITE SAFETY ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

PREPARED BY

UTILITY NOTE

THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND 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 OWNER, 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 ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND

MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION,

PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY

COMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED

WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

SITE LOCATION

Know what's below.

before you dig.Call

R

BOARD OF EDUCATION

ROCKFORD SCHOOL DISTRCIT NO. 205

WINNEBAGO AND BOONE COUNTIES, ILLINOIS

501 SEVENTH STREET

ROCKFORD, IL

CONTACTS

CITY OF ROCKFORD

WATER DEPARTMENT

JAMIE ROTT

1111 CEDAR STREET

ROCKFORD, IL 61104

779.348.7300

JAMIE.ROTT@ROCKFORDIL.GOV

FOUR RIVERS SANITATION AUTHORITY

MATT CAMPBELL, PE

3501 KISHWAUKEE STREET

ROCKFORD, IL 61109

815.367.7660

WINDSTREAM FIBER OPTIC

DEVIN BARNHILL

999 OAK CREEK DRIVE

LOMBARD, IL 60148

815.715.2287

AT&T

ROBERT BAILEY

255 E. CHICAGO STREET

ELGIN, IL 60120

847.888.3647

COMCAST

MARTHA GIERAS

R.O.W. DEPARTMENT

688 INDUSTRIAL AVENUE

ELMHURST, IL 60126

224.229.5862

BOARD OF EDUCATION

ROCKFORD SCHOOL DISTRICT

NO. 205

WINNEBAGO AND BOONE

COUNTIES, ILLINOIS

501 SEVENTH STREET

ROCKFORD, IL

CITY OF ROCKFORD

PUBLIC WORKS

TIMOTHY HINKENS, PE

425 E. STATE STREET

ROCKFORD, IL 61104

779.348.7647

TIMOTHY.HINKENS@ROCKFORDIL.GOV

NICOR GAS

JINA BURNS

4651 LINDEN ROAD

ROCKFORD, IL 61109

815.873.5503

JBURNS@SOUTHERCO.COM

COM ED

DEANNA PRIMROSE

123 ENERGY AVENUE

ROCKFORD, IL 61109

815.490.2281

IL PROFESSIONAL DESIGN FIRM

NUMBER 184007637

ISSUED FOR:

BIDDING

NOVEMBER 7, 2025

HORIZONTAL CONTROL - NAD 83

POINT #

NORTHING

2050851.5710

2051143.8930

2051493.8780

EASTING

2585979.6730

2586094.3850

2586086.9030

DESCRIPTION

TRAV STA 828_5/8_YELLOW_CAP

TRAV STA CUT_X

TRAV STA CUT_X

ELEVATION

738.55

737.55

737.88

CHAIN LINK FENCE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

TELEPHONE LINE

WIRE FENCE

SANITARY SEWER

STORM SEWER

WATER LINE

CONTOUR

CENTERLINE

WOOD FENCE

SILT FENCE

TREE LINE

LINETYPE LEGEND

PROPOSED EXISTING

HANDHOLE (SINGLE/ DOUBLE)

TRAFFIC SIGNAL

POWER POLE

STORM MANHOLE

HYDRANT

STORM INLET

LIGHT POLE

SIGN

SPOT ELEVATION

SYMBOL LEGEND

TELEPHONE PEDESTAL

FLARED END SECTION

SANITARY/STORM CLEANOUT

CONIFER TREE

DECIDUOUS TREE

CONTROL POINT

GUY WIRE

POST/BOLLARD

BENCHMARK

GRADE LABEL

DRAINAGE SLOPE

SANITARY MANHOLE

TRAFFIC CANTILEVER

TRAFFIC SIGNAL CONTROLLER

STORM INLET

WATER SERVICE

PROPOSED EXISTING

ADA STALL

ASPH ASPHALT

B-B BACK TO BACK

BIT BITUMINOUS

BLDG BUILDING

BC BACK OF CURB

C&G CURB AND GUTTER

CL CENTERLINE

CONC CONCRETE

DC DEPRESSED CURB

DIA DIAMETER

E-E EDGE TO EDGE

EL ELEVATION

EP EDGE OF PAVEMENT

EX EXISTING

FF FINISH FLOOR

FL FLOWLINE

LF LINEAL/LINEAR FEET

LS LANDSCAPING

PCC PORTLAND CEMENT CONCRETE

PR PROPOSED

PVMT PAVEMENT

R RADIUS

SF SQUARE FEET

SW SIDEWALK

SY SQUARE YARD

TC TOP OF CURB

BM BENCHMARK

CPP CORRUGATED PLASTIC PIPE

INV INVERT

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

CO CLEANOUT

FES FLARED END SECTION

FH FIRE HYDRANT

MH MANHOLE

SAN SANITARY

STM STORM

UTIL UTILITY

WM WATER MAIN

ABBREVIATIONS

SURVEY

UTILITIES

PIPES

GENERAL NOTES - LAYOUT

GENERAL NOTES - GRADING

CONSTRUCTION LIMITS

LIGHTING AND SIGNAGE NOTESPLANTING NOTES

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File Name:

IMEG Project No:

Date:

Drawn By:

Checked By:

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COPYRIGHT

ALL RIGHTS RESERVED

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BENCHMARKS ELEV.

POWER POLE W/ LIGHT

DEMOLITION NOTES

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1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND ELEVATIONS OF EXISTING THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE CONSIDERED EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. JULIE (800) 892-0123. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY PLACEMENTS/RELOCATIONS WITH THE APPROPRIATE UTILITY COMPANIES. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROCKFORD PUBLIC ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROCKFORD PUBLIC SCHOOL DISTRICT 205 AND THE CITY OF ROCKFORD. 4. ALL EXISTING ITEMS NOT NOTED TO BE REMOVED ARE TO REMAIN. ALL EXISTING ITEMS NOT NOTED TO BE REMOVED ARE TO REMAIN. 5. FIELD VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING OF WORK. IF ANY FIELD VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING OF WORK. IF ANY DISCREPANCIES ARE FOUND, NOTIFY THE ENGINEER. ADJUSTMENTS OR CORRECTIONS SHALL BE MADE BY THE ENGINEER. 6. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE FROM EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 7. ALL CURB RADII ARE TO EDGE OF PAVEMENT. ALL CURB RADII ARE TO EDGE OF PAVEMENT. 8. SAW CUT PAVEMENT/CURB AT LIMITS OF ALL PAVEMENT/CURB REMOVAL. ALL SAWCUTS SHALL BE SAW CUT PAVEMENT/CURB AT LIMITS OF ALL PAVEMENT/CURB REMOVAL. ALL SAWCUTS SHALL BE FULL DEPTH. 9. INSTALL 1/2" EXPANSION JOINT WITH FILLER AND SEALANT TO MATCH CONCRETE BETWEEN INSTALL 1/2" EXPANSION JOINT WITH FILLER AND SEALANT TO MATCH CONCRETE BETWEEN CONCRETE WALKS, PADS, FOUNDATIONS, WALLS, AND OTHER STRUCTURES. 10. DISTANCE BETWEEN EXPANSION JOINTS SHALL NOT EXCEED 30 L.F. ON LINEAR CONCRETE WALKS OR DISTANCE BETWEEN EXPANSION JOINTS SHALL NOT EXCEED 30 L.F. ON LINEAR CONCRETE WALKS OR 200 S.F. ON EXTERIOR SLABS. DISTANCE BETWEEN SCORE JOINTS SHALL NOT EXCEED 6 L.F. ON LINEAR CONCRETE WALKS. 11. PAVEMENT MARKING PAINT SHALL BE AS MANUFACTURED BY PRATT & LAMBERT OR EQUAL. COLOR: PAVEMENT MARKING PAINT SHALL BE AS MANUFACTURED BY PRATT & LAMBERT OR EQUAL. COLOR: YELLOW. ALL PAVEMENT MARKINGS SHALL BE 4" WIDE UNLESS OTHERWISE NOTED. ALL STOP BARS AND CROSSWALKS SHALL BE WHITE. 12. CONTRACTOR SHALL STRIPE PARKING LOT TO MATCH EXISTING STRIPING, INCLUDING ADA ACCESSIBLE CONTRACTOR SHALL STRIPE PARKING LOT TO MATCH EXISTING STRIPING, INCLUDING ADA ACCESSIBLE PARKING. PAVEMENT MARKING LINES SHALL BE 4" YELLOW AND SHALL BE 4" YELLOW AT 45 DEGREE ANGLE, 2' O.C. FOR THE DIAGONAL STRIPED AREAS. THE INTERNATIONAL HANDICAP SYMBOL SHALL BE PAINTED AT ALL ADA SPACES. TYPICAL SPACES SHALL BE 9'X18'. REFER TO DETAILS 13 13 AND 14 ON SHEET C10 FOR DETAILS OF ADA PARKING SPACES. 14 ON SHEET C10 FOR DETAILS OF ADA PARKING SPACES. ON SHEET C10 FOR DETAILS OF ADA PARKING SPACES. C10 FOR DETAILS OF ADA PARKING SPACES. FOR DETAILS OF ADA PARKING SPACES. 13. CONTRACTOR SHALL KEEP THE ADJACENT PUBLIC ROADS FREE OF DIRT AND DEBRIS DUE TO CONTRACTOR SHALL KEEP THE ADJACENT PUBLIC ROADS FREE OF DIRT AND DEBRIS DUE TO CONSTRUCTION AT ALL TIMES. 14. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL EXISTING UNDERGROUND UTILITIES ON PRIVATE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL EXISTING UNDERGROUND UTILITIES ON PRIVATE SCHOOL DISTRICT PROPERTY. THE COST OF LOCATING THE UTILITIES SHALL BE INCLUDED IN THE CONTRACTOR'S BASE BID.

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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROCKFORD PUBLIC ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE ROCKFORD PUBLIC SCHOOL DISTRICT 205 AND THE CITY OF ROCKFORD. 2. ALL EXISTING ITEMS NOT NOTED TO BE REMOVED ARE TO REMAIN AND BE PROTECTED AS ALL EXISTING ITEMS NOT NOTED TO BE REMOVED ARE TO REMAIN AND BE PROTECTED AS NECESSARY. 3. FIELD VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING OF WORK. IF ANY FIELD VERIFY HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING OF WORK. IF ANY DISCREPANCIES ARE FOUND, NOTIFY THE ENGINEER. ADJUSTMENTS OR CORRECTIONS SHALL BE MADE BY THE ENGINEER. 4. ALL PAVEMENT SUBGRADE AREAS TO BE COMPACTED TO 95% OF STANDARD PROCTOR AT +/- 2% ALL PAVEMENT SUBGRADE AREAS TO BE COMPACTED TO 95% OF STANDARD PROCTOR AT +/- 2% OF OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. 5. EROSION CONTROL PRACTICES TO BE BASED ON STANDARD SPECIFICATIONS FOR SOIL EROSION EROSION CONTROL PRACTICES TO BE BASED ON STANDARD SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL AS CONTAINED IN I.E.P.A./WPC/87-012. 6. ALL ROADWAY, DRIVEWAY, AND PARKING LOT SUBGRADE AREAS TO BE FREE OF ORGANIC SOIL OR ALL ROADWAY, DRIVEWAY, AND PARKING LOT SUBGRADE AREAS TO BE FREE OF ORGANIC SOIL OR TOPSOIL. ALL PAVED AREAS TO BE PROOF ROLLED. SUBGRADE AREAS THAT DO NOT PASS THE PROOF ROLL SHALL BE REMEDIATED AS DIRECTED BY RPS 205. 7. NO SLOPES SHALL EXCEED 25% (4:1). NO SLOPES SHALL EXCEED 25% (4:1). 8. ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL RECEIVE A MINIMUM OF 4" OF ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL, LAWN MIXTURE GRASS SEEDING AND HYRDA-MULCH OR EROSION CONTROL BLANKET. 9. ALL ITEMS NOTED TO BE REMOVED, AS WELL AS ALL EXCAVATED MATERIAL NOT SUITABLE FOR FILL ALL ITEMS NOTED TO BE REMOVED, AS WELL AS ALL EXCAVATED MATERIAL NOT SUITABLE FOR FILL OR BACKFILL, BECOME THE PROPERTY OF THE CONTRACTOR AND ARE TO BE REMOVED FROM SITE AND BE DISPOSED OF LEGALLY, UNLESS OTHERWISE NOTED. 10. UNSUITABLE MATERIAL REMOVED BELOW THE PROPOSED PARKING AREAS SHALL BE DISPOSED OF UNSUITABLE MATERIAL REMOVED BELOW THE PROPOSED PARKING AREAS SHALL BE DISPOSED OF ONSITE AT THE LOCATIONS SHOWN AND REPLACED WITH ENGINEERED FILL AS DIRECTED BY THE SOILS ENGINEER. 11. ALL PROPOSED PAVED AREAS, UNLESS OTHERWISE SPECIFIED, ARE TO BE 1.00% MINIMUM & 3.50% ALL PROPOSED PAVED AREAS, UNLESS OTHERWISE SPECIFIED, ARE TO BE 1.00% MINIMUM & 3.50% MAXIMUM. 12. ALL PROPOSED TOP-OF-CURB SPOT ELEVATIONS SHOULD BE READ AS THE 6" CURB HEIGHT. ALL PROPOSED TOP-OF-CURB SPOT ELEVATIONS SHOULD BE READ AS THE 6" CURB HEIGHT. SUBTRACT FOR DEPRESSED CURB AND RAMPS ACCORDINGLY. 13. IF TRUCK OR EQUIPMENT ACCESS BY CONTRACTOR ALONG TREE-LINED EDGES IS REQUIRED, A BED IF TRUCK OR EQUIPMENT ACCESS BY CONTRACTOR ALONG TREE-LINED EDGES IS REQUIRED, A BED OF WOOD CHIP MULCH AT A THICKNESS NO LESS THAN 8" IS REQUIRED TO PROTECT TREE ROOT SYSTEMS. REMOVAL OF MULCH UPON COMPLETION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14. CONTRACTOR SHALL MAKE INLET FRAME AND GRATE ADJUSTMENTS ONLY AFTER ASPHALT CONTRACTOR SHALL MAKE INLET FRAME AND GRATE ADJUSTMENTS ONLY AFTER ASPHALT PAVEMENT BINDER COURSE IS CONSTRUCTED.

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1. LANDSCAPE CONTRACTOR (CONTRACTOR) SHALL VISIT SITE, INSPECT EXISTING CONDITIONS AND LANDSCAPE CONTRACTOR (CONTRACTOR) SHALL VISIT SITE, INSPECT EXISTING CONDITIONS AND REVIEW PROPOSED RESTORATION AND RELATED WORK. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ON-SITE UTILITIES PRIOR TO BEGINNING CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ON-SITE UTILITIES PRIOR TO BEGINNING CONSTRUCTION ON THIS PHASE OF WORK. ELECTRIC, GAS, TELEPHONE AND CABLE TELEVISION MAY BE LOCATED BY CALLING J.U.L.I.E. AT '811'. ANY DAMAGE OR INTERRUPTION OF SERVICES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. CONTRACTOR SHALL COORDINATE ALL RELATED ACTIVITIES WITH OTHER TRADES ON THE JOB AND REPORT ANY UNACCEPTABLE JOB CONDITIONS TO OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. 3. CONTRACTOR SHALL GRADE ENTIRE DISTURBED AREA OF THE SITE TO CORRECT SURFACE CONTRACTOR SHALL GRADE ENTIRE DISTURBED AREA OF THE SITE TO CORRECT SURFACE IRREGULARITIES IN PREPARATION FOR SEEDING ACTIVITIES. DISK, DRAG, HARROW, OR HAND RAKE SUBGRADE TO A DEPTH OF 4" IN ALL LAWN AREAS AND REMOVE STONES OR FOREIGN MATTER LARGER THAN 1-1/2". ALL AREAS TO BE SEEDED SHALL HAVE SMOOTH AND CONTINUAL GRADES, FREE FROM RIDGES AND DEPRESSIONS. ROLL RAKE AND LEVEL AS NECESSARY TO OBTAIN TRUE, EVEN LAWN SURFACES. SEED BEDS SHALL BE PERMITTED TO SETTLE, OR SHALL BE FIRMLY ROLLED BEFORE SEEDING BEGINS. FINISH GRADES SHALL MEET APPROVAL OF OWNER BEFORE FINISH GRADES SHALL MEET APPROVAL OF OWNER BEFORE GRASS SEED IS SOWN. 4. ALL DISTURBED AREAS ARE TO RECEIVE MINIMUM 4" OF TOPSOIL, SEED, STRAW MULCH, SEED OR ALL DISTURBED AREAS ARE TO RECEIVE MINIMUM 4" OF TOPSOIL, SEED, STRAW MULCH, SEED OR SOD (AS NOTED). ALL LAWN AREAS TO BE WATERED UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED (SEE NOTES 8 AND 11 FOR ACCEPTANCE OF GRASS). 5. CONTRACTOR TO SEED ALL LAWN AREAS AS INDICATED ON PLAN. SEEDED LAWN TO BE A CONTRACTOR TO SEED ALL LAWN AREAS AS INDICATED ON PLAN. SEEDED LAWN TO BE A COMBINATION OF BLUEGRASS, PERENNIAL RYE AND RED FESCUE WITH THE FOLLOWING ANALYSIS BY WEIGHT: 30% RUGBY KENTUCKY BLUEGRASS, 20% PARK KENTUCKY BLUEGRASS, 20% RUBY CREEPING RED FESCUE, 20% SCALDIS HARD FESCUE AND 10% PENNFINE PERENNIAL RYE GRASS. ALL SEEDED AREAS SHALL BE COVERED WITH EROSION CONTROL BLANKET IN ACCORDANCE WITH SECTION 251.04 OF THE ILLINOIS DEPARTMENT OF TRANSPORTAION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION". 6. ALL SEEDED LAWN AREAS SHALL BE FERTILIZED AT INSTALLATION WITH A 0-26-26 ANALYSIS AT ALL SEEDED LAWN AREAS SHALL BE FERTILIZED AT INSTALLATION WITH A 0-26-26 ANALYSIS AT A RATE OF 6 LBS. PER 1,000 S.F. A SECOND APPLICATION OF 15-40-5 TO BE APPLIED AT A RATE OF 6 LBS. PER 1,000 S.F. AFTER FIRST CUTTING. ACCEPTANCE AND GUARANTEE NOTE SHALL APPLY TO ALL SEEDED LAWN AREAS. 7. ACCEPTANCE OF GRADING AND SEEDING SHALL BE BY ENGINEER AND/OR OWNER. THE ACCEPTANCE OF GRADING AND SEEDING SHALL BE BY ENGINEER AND/OR OWNER. THE CONTRACTOR SHALL ASSUME MAINTENANCE RESPONSIBILITIES FOR A MINIMUM OF SIXTY (60) DAYS OR UNTIL SECOND CUTTING, WHICHEVER IS LONGER. MAINTENANCE SHALL INCLUDE WATERING, WEEDING, RESEEDING AND OTHER OPERATIONS NECESSARY TO KEEP ALL LAWN AREAS IN A THRIVING CONDITION. UPON FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCE RESPONSIBILITIES. AFTER LAWN AREAS HAVE GERMINATED, AREAS WHICH FAIL TO SHOW A UNIFORM STAND OF GRASS FOR ANY REASON WHATSOEVER SHALL BE RESEEDED REPEATEDLY UNTIL ALL AREAS ARE COVERED WITH A SATISFACTORY STAND OF GRASS. MINIMUM ACCEPTANCE OF SEEDED LAWN AREAS MAY INCLUDE SCATTERED BARE SPOTS, NONE OF WHICH ARE LARGER THAN 1 SQUARE FOOT, AND WHEN COMBINED DO NOT EXCEED 2% OF TOTAL SEEDED LAWN AREA. 8. UPON ACCEPTANCE OF LANDSCAPE RESTORATION BY ENGINEER, THE CONTRACTOR SHALL ASSUME UPON ACCEPTANCE OF LANDSCAPE RESTORATION BY ENGINEER, THE CONTRACTOR SHALL ASSUME MAINTENANCE RESPONSIBILITIES FOR ALL PLANT MATERIAL FOR A PERIOD OF 30 DAYS. MAINTENANCE SHALL INCLUDE WATERING, WEEDING, MULCHING AND SPRAYING AS NECESSARY TO KEEP PLANTS FREE OF INSECTS AND IN A HEALTHY VIGOROUS CONDITION UNTIL RESPONSIBILITY IS TURNED OVER TO THE OWNER (SEE NOTE BELOW). 9. GUARANTEE OF PLANTS FOR ONE (1) YEAR SHALL BEGIN AFTER ACCEPTANCE BY ENGINEER GUARANTEE OF PLANTS FOR ONE (1) YEAR SHALL BEGIN AFTER ACCEPTANCE BY ENGINEER AND/OR OWNER. AFTER FIRST 30 DAYS, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES AS DESCRIBED ABOVE. CONTRACTOR SHALL REPLACE WITHOUT COST TO OWNER ANY DEAD OR UNACCEPTABLE PLANTS, AS DETERMINED BY THE LANDSCAPE ARCHITECT AT END OF ONE (1) YEAR GUARANTEE PERIOD. CONTRACTOR SHALL CONVEY IMMEDIATELY, IN WRITING, ANY CONCERNS RELATED TO MAINTENANCE PRACTICES CARRIED OUT BY OWNER.

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1. REMOVAL OF EXISTING LIGHT POLE AND FIXTURE SHALL INCLUDE COMPLETE REMOVAL OF THE REMOVAL OF EXISTING LIGHT POLE AND FIXTURE SHALL INCLUDE COMPLETE REMOVAL OF THE EXISTING LIGHT POLE, FIXTURE AND CONCRETE (OR OTHER) FOUNDATION. 2. ALL LIGHT POLES ARE TO BE FED FROM INSIDE THE BUILDING. FIBER OPTIC FOR CAMERA/LPR ALL LIGHT POLES ARE TO BE FED FROM INSIDE THE BUILDING. FIBER OPTIC FOR CAMERA/LPR DATA ARE TO BE PULLED FROM MDF 141 FIRST FLOOR. REFER TO SHEET C12 FOR A BUILDING C12 FOR A BUILDING FOR A BUILDING FOOTPRINT THAT SHOWS THE LOCATION OF THE FIBER OPTIC ROUTING TO THE EXTERIOR OF THE BUILDING NEAR ENTRANCE BB. 3. CONTRACTOR TO ROUGH-IN FOR RPS PROVIDED/INSTALLED CAMERAS. CONTRACTOR TO ROUGH-IN FOR RPS PROVIDED/INSTALLED CAMERAS. 4. CONTRACTOR TO ROUGH-IN AND PROVIDE 120V CIRCUIT AND 10 FT HANDHOLE ON LIGHT POLE CONTRACTOR TO ROUGH-IN AND PROVIDE 120V CIRCUIT AND 10 FT HANDHOLE ON LIGHT POLE FOR RPS PROVIDED INSTALLED LICENSE PLATE READER(LPR). 5. THE PROPOSED FIBER OPTIC SERVICE LINES SHALL BE ARMORED, SINGLE MODE, 052,12 STRAND/6 THE PROPOSED FIBER OPTIC SERVICE LINES SHALL BE ARMORED, SINGLE MODE, 052,12 STRAND/6 PAIR, LC DUPLEX CONNECTOR.

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BM #401

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BM #400

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SCRIBBED X ON SOUTH BOLT OF FIRE HYDRANT

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SCRIBBED X ON SOUTH BOLT OF FIRE HYDRANT

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1. REFER TO SHEET C4 AND THE DEMOLITION SPECIFICATIONS FOR SITE AND BUILDING DEMOLITION REFER TO SHEET C4 AND THE DEMOLITION SPECIFICATIONS FOR SITE AND BUILDING DEMOLITION C4 AND THE DEMOLITION SPECIFICATIONS FOR SITE AND BUILDING DEMOLITION AND THE DEMOLITION SPECIFICATIONS FOR SITE AND BUILDING DEMOLITION REQUIREMENTS. 2. BUILDING DEMOLITION CONTRACTOR MUST HAVE A DEMOLITION CONTRACTOR'S LICENSE ISSUED BY THE BUILDING DEMOLITION CONTRACTOR MUST HAVE A DEMOLITION CONTRACTOR'S LICENSE ISSUED BY THE MUST HAVE A DEMOLITION CONTRACTOR'S LICENSE ISSUED BY THE HAVE A DEMOLITION CONTRACTOR'S LICENSE ISSUED BY THE CITY OF ROCKFORD. THE LICENSE CLASSIFICATION SHALL BE AS REQUIRED FOR DEMOLITION OF RESIDENTIAL STRUCTURES. 3. THE LICENSED DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A BUILDING DEMOLITION THE LICENSED DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A BUILDING DEMOLITION PERMIT, ALONG WITH ALL REQUIRED DOCUMENTATION, TO THE CITY OF ROCKFORD CONSTRUCTION AND DEVELOPMENT SERVICES DIVISION. A COPY OF THE BUILDING DEMOLITION PERMIT APPLICATION IS ATTACHED TO THE DEMOLITION SPECIFICATIONS AND IS ALSO AVAILABLE ONLINE. 4. THIS SET OF SITE PLANS AND BUILDING DEMOLITION SPECIFICATIONS IS SUFFICIENT FOR USE IN THIS SET OF SITE PLANS AND BUILDING DEMOLITION SPECIFICATIONS IS SUFFICIENT FOR USE IN SATISFYING THE CITY'S REQUIREMENTS FOR A DETAILED SITE PLAN. 5. AN ASBESTOS REPORT FOR THE RESIDENTIAL HOUSE/GARAGE AT 1928 N. ROCKTON AVENUE HAS BEEN AN ASBESTOS REPORT FOR THE RESIDENTIAL HOUSE/GARAGE AT 1928 N. ROCKTON AVENUE HAS BEEN COMPLETED AND IS AVAILABLE FROM ROCKFORD PUBLIC SCHOOL DISTRICT 205. 6. THE EXISTING WATER SERVICE TO 1928 N. ROCKTON AVENUE MUST BE COMPLETELY REMOVED AND THE EXISTING WATER SERVICE TO 1928 N. ROCKTON AVENUE MUST BE COMPLETELY REMOVED AND CAPPED AT THE 6" WATER MAIN IN ACCORDANCE WITH CITY OF ROCKFORD WATER DEPARTMENT REQUIREMENTS. 7. THE CONTRACTOR MUST CONTACT THE FOUR RIVERS SANITATION AUTHORITY (FRSA) PRIOR TO THE CONTRACTOR MUST CONTACT THE FOUR RIVERS SANITATION AUTHORITY (FRSA) PRIOR TO SUBMITTING THE BUILDING DEMOLITION PERMIT APPLICATION. THE CONTACT PERSON AT FRSA IS MICHAEL MONTANA, 815-387-7696, mmontana@fourrivers.illinois.gov. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY NEIGHBORING PROPERTY OWNERS REGARDING THE THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY NEIGHBORING PROPERTY OWNERS REGARDING THE PENDING DEMOLITION. 9. THE CONTRACTOR SHALL INCLUDE THE FEE FOR THE BUILDING DEMOLITION PERMIT APPLICATION IN THE THE CONTRACTOR SHALL INCLUDE THE FEE FOR THE BUILDING DEMOLITION PERMIT APPLICATION IN THE BASE BID. 10. THE BUILDING DEMOLITION PERMIT MUST BE CLEARLY POSTED AT THE DEMOLITION SITE AND BE CLEARLY THE BUILDING DEMOLITION PERMIT MUST BE CLEARLY POSTED AT THE DEMOLITION SITE AND BE CLEARLY VISIBLE FROM THE STREET. 11. THE CITY OF ROCKFORD WILL PERFORM INSPECTIONS DURING THE DEMOLITION PROCESS. THE THE CITY OF ROCKFORD WILL PERFORM INSPECTIONS DURING THE DEMOLITION PROCESS. THE CONTRACTOR SHALL NOTIFY THE CITY OF ROCKFORD ONE FULL BUSINESS DAY PRIOR TO THE INSPECTION 12. THE CONTRACTOR MUST ARRANGE FOR AND PROVIDE EVIDENCE THAT ALL UTILITIES (OTHER THAT THE THE CONTRACTOR MUST ARRANGE FOR AND PROVIDE EVIDENCE THAT ALL UTILITIES (OTHER THAT THE WATER SERVICE) ARE PROPERLY DISCONNECTED AND CAPPED. 13. THE CONTRACTOR SHALL DISCONNECT THE EXISTING 6" VCP SANITARY SEWER SERVICE TO 1928 N. THE CONTRACTOR SHALL DISCONNECT THE EXISTING 6" VCP SANITARY SEWER SERVICE TO 1928 N. ROCKTON AVENUE AS SHOWN ON SHEET C3. THE CONTRACTOR PERFORMING THIS WORK MUST BE REGISTERED AND BONDED WITH FRSA AND MUST OBTAIN A DISCONNECTION PERMIT FROM FRSA (AT NO CHARGE) PRIOR TO PERFORMING THIS WORK. THE 6" VCP SANITARY SERVICE SHALL BE PLUGGED WITH AN EXPANDABLE TWIST PLUG PER FRSA REQUIREMENTS. DISCONNECTION OF THE SANITARY SEWER SERVICE MUST BE WITNESSED BY A FRSA INSPECTOR.

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1 ISSUED FOR BIDDING 11/07/2025

N. ROCKTON AVE.

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C3 3 15

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36" RCP

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8" CLAY

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8" CLAY

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36" RCP

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10" RCP

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12" RCP

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12" RCP

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8" CAST IRON

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12" RCP

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BM #400

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BM #401

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ASPHALT PAVEMENT

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EX. FIBER OPTIC LINE

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6" WATER MAIN

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6" WATER MAIN

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CONCRETE SIDEWALK

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EX. 6" VCP SAN. SERVICE 8.8' DEEP @ P/L

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AutoCAD SHX Text Friday, November 7, 2025 10:58:57 AM G:\2025\25004957.01\DESIGN\CIVIL\C3D\SURVEY\25004957.01 TOPO.DWG

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36" RCP

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36" RCP

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10" RCP

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12" RCP

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12" RCP

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8" CAST IRON

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8" CLAY

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12" RCP

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36" RCP

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15" CLAY

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8" CLAY

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10" RCP

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8" CLAY

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10" RCP

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12" RCP

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15" RCP

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10" RCP

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8" CLAY

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8" CLAY

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12" CLAY

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15" RCP

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8" CLAY

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8" CLAY

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30" RCP

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GAR.

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RES.

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WEST MIDDLE SCHOOL

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CONC.

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CONC.

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BM #400

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BM #401

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ASPHALT PAVEMENT

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EX. FIBER OPTIC LINE

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6" WATER MAIN

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EX. 6" VCP SAN. SERVICE 8.8' DEEP @ P/L

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EXISTING 27" TREE TO BE REMOVED

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PAVEMENT REMOVAL (FULL DEPTH)

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SIDEWALK REMOVAL

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PAVEMENT REMOVAL (FULL DEPTH)

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EX. BOOK BOX TO REMAIN

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SAW CUT

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SAW CUT

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EX. ELECTRONIC SIGN TO REMAIN

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SAW CUT

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SAW CUT

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CONC.CURB & GUTTER REMOVAL

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EX. FENCE TO REMIAN UNDISTURBED

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EX. TREES TO REMAIN

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SIDEWALK REMOVAL

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CONC. CURB & GUTTER REMOVAL

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PAVEMENT REMOVAL (FULL DEPTH)

AutoCAD SHX Text REMOVE EX. WATER SERVICE FROM PROPERTY LINE TO 6" WATER MAIN PER CITY OF ROCKFORD REQUIREMENTS

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EX. SHRUBS AND BRUSH TO BE REMOVED

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1928 N. ROCKTON AVE.

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PROTECT EX. SIDEWALK TO REMAIN

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SAW CUT

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SAW CUT

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EX. UTILITY POLE WITH STREET LIGHT TO BE REMOVED BY COMED

AutoCAD SHX Text DISCONNECT AND PLUG EX. 6" VCP SAN. SEWER SERVICE @ PROPERTY LINE RE: DEMOLITION NOTE 13 ON SHEET C2

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AutoCAD SHX Text Friday, November 7, 2025 10:59:46 AM G:\2025\25004957.00\DESIGN\CIVIL\C3D\PLOT\25004957-DEMO PLAN.DWG

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PAVEMENT REMOVAL

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SIDEWALK REMOVAL

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BRICK PAVERS TO REMAIN

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CONCRETE STAIRWAY

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GAR.

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RES.

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WEST MIDDLE SCHOOL

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BM #400

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BM #401

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ASPHALT PAVEMENT

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EX. FIBER OPTIC LINE

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TWO POST SIGN TYPE XX

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6' WIDE 4" PCC CONC. SIDEWALK

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TWO POST SIGN TYPE XX

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ADA PARKING SIGN

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DEPRESSED CURB

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DEPRESSED CURB

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RE: FOR INTERSECTION DETAIL DRAWING

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"DO NOT ENTER" SIGN

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"STOP" SIGN

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EX. UTILITY POLE W/ LIGHT FIXTURE TO BE REMOVED BY COMED

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EX. BOOK BOX TO REMAIN

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RE: FOR INTERSECTION DETAIL DRAWING

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"LADDER" STYLE CROSSWALK

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4" PCC SIDEWALK

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4" PCC SIDEWALK

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4" PCC SIDEWALK

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COMB. CONC. CURB & GUTTER, TYPE M-6.18

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COMB. CONC. CURB & GUTTER, TYPE M-6.18 (TYP.)

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PAINT PAV'T MARKING LINE - 4" DOUBLE YELLOW @ 11" O.C.

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24" WHITE STOP BAR

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STANDARD DUTY HOT-MIX ASPHALT PAV'T

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PROPOSED LOCATION OF UTILITY POLE W/LIGHT FIXTURE

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1928 N. ROCKTON AVE.

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SCHOOL CROSSING SIGNS W/FLASHING BEACON - PUSH BUTTON OPERATED (2 TOTAL)

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RE: FOR INTERSECTION DETAIL DRAWING

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AutoCAD SHX Text RE: SHEET C4 AND DEMOLITION C4 AND DEMOLITION AND DEMOLITION SPECIFICATIONS FOR DEMOLITION DETAILS ENTIRE LOT AND PARKWAY ON CUSTER AVE. TO BE RESTORED TO A NATURAL GRASS SURFACE, WITH EXISTING TREES TO REMAIN

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20'R (TYP.)

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CONCRETE SIDEWALK

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CONC.

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DEPRESSED CURB

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AutoCAD SHX Text C11

AutoCAD SHX Text

4" PCC SIDEWALK

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COMB. CONC. CURB & GUTTER, TYPE M6-18

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HEAVY DUTY HOT-MIX ASPHALT PAVEMENT

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AutoCAD SHX Text C9

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AutoCAD SHX Text C9

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AutoCAD SHX Text C9

AutoCAD SHX Text UNDERGROUND ELECTRIC AND FIBER OPTIC LINE TO PROPOSED LIGHT POLES AND FIXTURES. RE: LIGHTING NOTES ON SHEET C2.C2..

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TWO-4" PVC CONDUITS FOR ELECTRIC AND FIBER OPTIC SERVICE

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ADA PARKING SIGN

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AutoCAD SHX Text C10

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PROPOSED LIGHT POLE AND FIXTURE RE: SHEET C13 AND C14

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PROPOSED LIGHT POLE AND FIXTURE RE: SHEET C13 AND C14

AutoCAD SHX Text

TWO-4" PVC CONDUITS FOR ELECTRIC AND FIBER OPTIC SERVICE

AutoCAD SHX Text 8'

AutoCAD SHX Text 24'

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(TYP.)

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(TYP.)

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AutoCAD SHX Text C13

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TWO-4" PVC CONDUITS FOR ELECTRIC AND FIBER OPTIC SERVICE

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"DO NOT BLOCK INTERSECTION" SIGN

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"DO NOT BLOCK INTERSECTION" SIGN

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PAINT PAV'T MARKING LINE - 12" YELLOW @ 20' O.C. 45° ANGLE

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PAINT PAV'T MARKING LINE - 4" DOUBLE YELLOW @ 11" O.C.

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PAINT PAV'T MARKING LINES - 8" WHITE 2' DASH, 6' SKIP

AutoCAD SHX Text

ERADICATE EX. STRIPING AND PAVEMENT MARKINGS - 310 LF

AutoCAD SHX Text

AutoCAD SHX Text C9

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AutoCAD SHX Text C9

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AutoCAD SHX Text C9

AutoCAD SHX Text

AutoCAD SHX Text C9

AutoCAD SHX Text

PAINT PAV'T MARKING LINE - 4" YELLOW

AutoCAD SHX Text

AutoCAD SHX Text C9

AutoCAD SHX Text

PAINT PAV'T MARKING ARROWS

AutoCAD SHX Text

PAINT PAV'T MARKING LINE - 8" WHITE

AutoCAD SHX Text 120'

AutoCAD SHX Text

AutoCAD SHX Text C9

AutoCAD SHX Text 12'

AutoCAD SHX Text 13'

AutoCAD SHX Text 13'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'R

AutoCAD SHX Text 40'R

AutoCAD SHX Text 100'

AutoCAD SHX Text

PAINT PAV'T MARKING LINE - 4" DOUBLE YELLOW @ 11" O.C.

AutoCAD SHX Text

AutoCAD SHX Text C9

AutoCAD SHX Text

AutoCAD SHX Text C9

AutoCAD SHX Text 6'R

AutoCAD SHX Text 6'R

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text Friday, November 7, 2025 11:00:46 AM G:\2025\25004957.00\DESIGN\CIVIL\C3D\PLOT\25004957-LAYOUT PLAN.DWG

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PROPOSED PAVEMENT

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PROPOSED CONCRETE

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36" RCP

AutoCAD SHX Text

8" CLAY

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8" CLAY

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36" RCP

AutoCAD SHX Text

10" RCP

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12" RCP

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12" RCP

AutoCAD SHX Text

8" CAST IRON

AutoCAD SHX Text

12" CLAY

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8" CLAY

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8" CLAY

AutoCAD SHX Text

12" RCP

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36" RCP

AutoCAD SHX Text

15" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" RCP

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10" RCP

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

12" RCP

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15" RCP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

8" CLAY

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8" CLAY

AutoCAD SHX Text

8" CLAY

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12" CLAY

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15" RCP

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8" CLAY

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8" CLAY

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8" CLAY

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8" CLAY

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30" RCP

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CONCRETE STAIRWAY

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CONCRETE STAIRWAY

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GAR.

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RES.

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WEST MIDDLE SCHOOL

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BM #400

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BM #401

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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RES.

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GAR.

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CONC.

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EX. CONC. CURB & GUTTER, TYPE M-6.18

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EX. CONC. CURB & GUTTER, TYPE M-6.18

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EX. FIBER OPTIC LINE

AutoCAD SHX Text

6" WATER MAIN

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6" WATER MAIN

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6" WATER MAIN

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EX. 6" VCP SAN. SERVICE 8.8' DEEP @ P/L

AutoCAD SHX Text

STORM WATER BIO-SWALE

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STORM WATER BIO-SWALE

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AutoCAD SHX Text C8

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AutoCAD SHX Text C8

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1928 N. ROCKTON AVE.

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EX. INLET TO BE RECONSTRUCTED W/DEPRESSED FRAME & GRATE- NEENAH R-3290-A

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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CONC.

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CONC.

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK.

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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PC CONC. CURB FLUME

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AutoCAD SHX Text C10

AutoCAD SHX Text INLET, TYPE A W/ NEENAH R-2556-A FRAME AND GRATE RIM=736.50 INV=733.95 (FIELD VERIFY)

AutoCAD SHX Text

22 LF-4" DIP STM SWR @ 1.00%

AutoCAD SHX Text

EX. 12" CLAY STM SWR TO BE REMOVED

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AutoCAD SHX Text C10

AutoCAD SHX Text

PC CONC. CURB FLUME

AutoCAD SHX Text

AutoCAD SHX Text C10

AutoCAD SHX Text

5'R (TYP.)

AutoCAD SHX Text

12' (TYP.)

AutoCAD SHX Text 0.42%

AutoCAD SHX Text 0.50%

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AutoCAD SHX Text

18 LF-12" RCP STM SWR @ 1.00%

AutoCAD SHX Text

INLET SPECIAL NO. 2 TC=738.64 INV=733.82

AutoCAD SHX Text INLET, TYPE A , 4' DIA. W/ NEENAH R-2556-A FRAME AND GRATE AND FLAT SLAB TOP RIM=738.10 INV=733.64

AutoCAD SHX Text

26 LF-4" DIP STM SWR @ 1.00%

AutoCAD SHX Text MANHOLE, TYPE A, 4' DIA. W/NEENAH R-1556-A FRAME AND CLOSED LID AND FLAT SLAB TOP RIM=738.10 INV=733.38 (FIELD VERIFY)

AutoCAD SHX Text

18 LF-15" RCP STM SWR @ 1.00%

AutoCAD SHX Text

AutoCAD SHX Text C10

AutoCAD SHX Text

AutoCAD SHX Text C10

AutoCAD SHX Text D-2

AutoCAD SHX Text D-1

AutoCAD SHX Text

AutoCAD SHX Text C13

AutoCAD SHX Text

MATCH EX.

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MATCH EX.

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AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text Friday, November 7, 2025 11:01:43 AM G:\2025\25004957.00\DESIGN\CIVIL\C3D\PLOT\25004957-GRADING PLAN.DWG

AutoCAD SHX Text

RE: SHEET C11 FOR C11 FOR FOR FOR SPOT ELEVATIONS IN THIS AREA

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L E G E N D

INLET PROTECTION

SILT FENCE

TREE PROTECTION

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CONCRETE STAIRWAY

AutoCAD SHX Text

CONCRETE STAIRWAY

AutoCAD SHX Text

GAR.

AutoCAD SHX Text

RES.

AutoCAD SHX Text

WEST MIDDLE SCHOOL

AutoCAD SHX Text

BM #400

AutoCAD SHX Text

BM #401

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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RES.

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GAR.

AutoCAD SHX Text

CONC.

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1928 N. ROCKTON AVE.

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CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

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CONC.

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CONC.

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK.

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONSTRUCTION ROAD STABILIZATION

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text

CONCRETE WASHOUT

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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SILT FENCE

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text

AutoCAD SHX Text C8

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AutoCAD SHX Text C8

AutoCAD SHX Text

AutoCAD SHX Text C8

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SILT FENCE

AutoCAD SHX Text

AutoCAD SHX Text C8

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TREE PROTECTION (TYP.)

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AutoCAD SHX Text C8

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INLET PROTECTION (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text C8

AutoCAD SHX Text

SEDIMENT FILTER SOCK (TYP.)

AutoCAD SHX Text

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AutoCAD SHX Text C12

AutoCAD SHX Text

EX. CONC. CURB & GUTTER, TYPE M-6.18

AutoCAD SHX Text

EX. CONC. CURB & GUTTER, TYPE M-6.18

AutoCAD SHX Text Friday, November 7, 2025 11:02:37 AM G:\2025\25004957.00\DESIGN\CIVIL\C3D\PLOT\25004957-EROSION PLAN.DWG

AutoCAD SHX Text

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AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text Friday, November 7, 2025 11:02:37 AM G:\2025\25004957.00\DESIGN\CIVIL\C3D\PLOT\25004957-EROSION PLAN.DWG

ROUND INLET FILTER

RETANGLE INLET FILTERS

INLET PROTECTION - SILT SACK

CONCRETE WASHOUTCONSTRUCTION ROAD STABILIZATION

TREE PROTECTIONSILT FENCE

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EZFLOW/EZDRAIN SYSTEM BIOSWALE DETAIL

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LIFT HANDLES

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GALVANIZED STEEL FRAME

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OVERFLOW FEATURE

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GEOTEXTILE FILTER BAG WITH REINFORCED POLYESTER OUTER MESH

AutoCAD SHX Text

STAINLESS STEEL LOCKING BAND

AutoCAD SHX Text NOTE: TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH BASINS AND STORM INLETS. INLET FILTER TO BE ROUND IPP INLET FILTER AS MANUFACTURED BY INLET & PIPE PROTECTION, INC (847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED.

AutoCAD SHX Text

GALVANIZED STEEL FRAME

AutoCAD SHX Text

LIFT HANDLES

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(REAR CURB GUARD FLAP INCLUDED FOR CURB BOX INLET FILTERS)

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STAINLESS STEEL LOCKING BAND

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OVERFLOW FEATURE

AutoCAD SHX Text GEOTEXTILE FILTER BAG WITH REINFORCED POLYESTER OUTER MEMBRANE (REAR GUARD FLAP INCLUDED FOR CURB BOX INLET FILTERS)

AutoCAD SHX Text NOTE: TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH BASINS AND STORM INLETS. INLET FILTER TO BE RECTANGLE IPP INLET FILTER AS MANUFACTURED BY INLET & PIPE PROTECTION, INC (847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text Friday, November 7, 2025 11:03:04 AM G:\2025\25004957.00\DESIGN\CIVIL\C3D\PLOT\25004957-EROSION DETAILS.DWG

AutoCAD SHX Text

12'-0" (TYP.)

AutoCAD SHX Text

BIO-SWALE PLANTING TO BE SEEDED AND FERTILIZED AS A LAWN AREA

AutoCAD SHX Text

1'-0" MIN - 4'-0" MAX

AutoCAD SHX Text 1'

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UNDISTURBED SUBGRADE

AutoCAD SHX Text NDS EZ-FLOW-1001F PRE-ENGINEERED FRENCH DRAIN SYSTEM W/10' MESH AND 4" PERF. CORRUGATED PIPE

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FAST DRAINING BIOSWALE SOIL

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SECTION

AutoCAD SHX Text FAST DRAINAGE BIOSWALE SOLID MIX TO INCLUDE: -50% COARSE SAND -20% PEAT MOSS -30% SANDY LOAM

AutoCAD SHX Text NOTES: 1. SWALES ELEVATION SHALL BE 6" MIN. BELOW THE LOWEST ADJACENT ELEVATION. SWALES ELEVATION SHALL BE 6" MIN. BELOW THE LOWEST ADJACENT ELEVATION. 2. BIOSWALES SHALL NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED. BIOSWALES SHALL NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED. 3. COORDINATE PERFORATED PIPE UNDER DRAINAGE SYSTEMS WITH CIVIL DRAWINGS SHEET C6. COORDINATE PERFORATED PIPE UNDER DRAINAGE SYSTEMS WITH CIVIL DRAWINGS SHEET C6. C6. . 4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. DO NOT SCALE DRAWING.DO NOT SCALE DRAWING.

AutoCAD SHX Text

NOT TO SCALE

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DEPRESSED CURB

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ASPHALT PAVEMENT (TYP)

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(TYP)

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CONCRETE SIDEWALK

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AutoCAD SHX Text C8

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STANDARD AND HEAVY DUTY

HOT-MIX ASPHALT PAVEMENT

CONCRETE PAVEMENT

CONCRETE SIDEWALK

PAVEMENT MARKNGS

CONCRETE CURB AND GUTTER CURB RAMPS FOR SIDEWALKS

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NOT TO SCALE

AutoCAD SHX Text 1 1/2" HOT-MIX ASPHALT, SURFACE COURSE, MIX D N50 4% VOIDS - STANDARD DUTY 2" HOT-MIX ASPHALT, SURFACE COURSE, MIX D N50 4% VOIDS - HEAVY DUTY

AutoCAD SHX Text

BITUMINOUS TACK COAT

AutoCAD SHX Text 1 1/2" HOT-MIX ASPHALT, BINDER COURSE MIX D N50 4% VOIDS - STANDARD DUTY 2" HOT-MIX ASPHALT, BINDER COURSE MIX D N50 4% VOIDS - HEAVY DUTY

AutoCAD SHX Text

BITUMINOUS PRIME COAT (MC-30, 0.30 GAL./SY)

AutoCAD SHX Text 10" AGGREGATE BASE COURSE (CA-6) - STANDARD DUTY 12" AGGREGATE BASE COURSE (CA-6) - HEAVY DUTY

AutoCAD SHX Text

GEOTEXTILE FABRIC: TREVIRA 1120 OR TYPAR 3601

AutoCAD SHX Text SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY STANDARD PROCTOR AT ±2% OF OPTIMUM MOISTURECONTENT IN ACCORDANCE WITH ASTM D698.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

8" PORTLAND CEMENT CONCRETE

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6X6-W2.9 X W2.9 WWF, CENTERED IN SLAB

AutoCAD SHX Text

6" AGGREGATE BASE COURSE (CA-6)

AutoCAD SHX Text

GEOTEXTILE FABRIC: TREVIRA 1120 OR TYPAR 3601

AutoCAD SHX Text SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR AT ±2% OF OPTIMUM MOISTURECONTENT IN ACCORDANCE WITH ASTM D698.

AutoCAD SHX Text

4" P.C.C. SIDEWALK

AutoCAD SHX Text

4" AGGREGATE BASE COURSE (CA-6)

AutoCAD SHX Text SUBGRADE COMPACTED TO 95% MAX. DRY DENSITY STANDARD PROCTOR AT ±2% OF OPTIMUM MOISTURECONTENT IN ACCORDANCE WITH ASTM D698.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text NOTE: CONCRETE SHALL MEET THE REQUIREMENTS OF THE "STATE OF ILLINOIS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", CURRENT EDITION SECTION 424.

AutoCAD SHX Text Friday, November 7, 2025 11:04:23 AM G:\2025\25004957.00\DESIGN\CIVIL\C3D\PLOT\25004957-DETAILS.DWG