3-3016-1226 Sunset Strip SCOPE (PLANS).pdf

PDF 9 MB Posted Oct 22, 2026

Attached to: SUNSET STRIP (RICHMOND ST. - CAMPBELL ST. ) ROADWAY IMPROVEMENTS PROJECT
Solicitation number: 3016-1226
Issued by: Will County, Illinois

About this file

Written by GovTribe AI · Oct 23, 2026

This is a Scope of Work document prepared by the City of Joliet Department of Public Works for the Sunset Strip (Richmond Street to Campbell Street) Roadway Improvements Project in Joliet, Illinois. The project encompasses comprehensive roadway reconstruction and utility coordination along a 7,600-foot stretch of Sunset Strip between Richmond Street and Campbell Street. The scope includes pavement removal and replacement, curb and gutter installation, sidewalk construction, drainage structure adjustments, utility relocation coordination, and erosion control measures. Key quantities include 1,162 cubic yards of earth excavation, 249 tons of bituminous binder course, 206 tons of bituminous surface course, 1,230 square yards of sodding, 256 square yards of Portland cement concrete driveway pavement, and various drainage and utility adjustments. The project specifies 13 domestic water service boxes to be adjusted, 2 catch basins, 1 inlet, 4 manholes, and 4 valve boxes requiring adjustment. The contractor must coordinate with multiple utility companies including Com-Ed, NICOR, and AT&T, and must contact utilities at least 48 hours prior to construction through J.U.L.I.E. and the City of Joliet Utilities.

The project requires strict adherence to IDOT District 1 Standards, City of Joliet Special Provisions, and the Illinois Urban Manual for erosion and sediment control. The contractor assumes full responsibility for underground utility location verification through exploratory excavation, damage repair costs, and indemnification of the City for damage claims. All incidental costs including exploratory excavation, pavement removal beyond specified limits, trench backfill, sidewalk ramp construction, and temporary access maintenance are included in the contract price with no additional compensation allowed. The contractor must provide a detailed video log of existing site conditions prior to construction and deliver complete GIS data upon project completion. Construction sequencing requires concrete curb and gutter installation within five working days of roadway grading completion, with driveways remaining inaccessible for no more than 20 calendar days from roadway excavation completion or temporary stone access must be provided at no additional cost. The project follows a stabilization schedule for vegetative and structural erosion control measures with specific seeding and sodding protocols dependent on seasonal conditions.

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File	Type	Posted
2-3016-1226 Sunset Strip PROPOSAL (BID FORMS SPECS).pdf	PDF	Oct 22, 2026
1-3016-1226 Sunset Strip LEGAL AD.docx	DOCX document	Oct 22, 2026

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IDOT HIGHWAY STANDARDS

IDOT DISTRICT 1 STANDARDS

GENERAL NOTES

1. The cost of any labor or materials necessary in connecting existing drain tiles or storm sewer to proposed drainage structures, or in connecting proposed storm sewers to existing drainage structures shall be considered incidental to the proposed drainage structures or storm sewers.

2. Pavement removal and replacement beyond limits specified in the plans shall be considered incidental to the cost of the project.

3. The location of underground utilities on the plans represents the best knowledge of the City and the indicated adjustments or reconstructions are considered to be reasonably accurate. It shall be the Contractor's responsibility, as detailed in Section 107.39 of the Standard Specifications, to verify locations of underground utilities before starting construction operations. The Contractor shall indemnify the City, its Officers, and employees against all claims due to damage to corporate or private property resulting from his construction operations as described in Articles 107.20 and 107.26 of the Standard Specifications. The Contractor shall make his own investigation to determine the existence, nature and location of all utility lines and appurtenances within the limits of improvements. The Contractor will be responsible for performing exploratory excavation to expose any underground utility - including services - with a City representative present and identifying all possible utility conflicts within the proposed public improvement prior to excavating for the roadway. The Contractor shall backfill these exploratory excavation sites with trench backfill and shall maintain the roadway until all the identified utility conflicts are resolved. The cost of the exploratory excavation for underground utilities shall be considered incidental to the contract. No other compensation shall be allowed for this work. The Contractor will be required to cooperate with all Contractors, Utility companies, and the City of Joliet, involved with the removal, temporary relocation, reconstruction, or abandonment by these agencies of any and all services or facilities owned or operated by them within the limits of the improvement. Before doing any work which will damage, disturb, or leave unsupported or unprotected any utility lines encountered, the Contractor shall notify the respective owner thereof, who will make arrangements for relocating, adjusting, or otherwise maintaining or abandoning services or lines that fall within the limits of the proposed construction without cost to the Contractor, including the removal of cables, manhole covers, and other appurtenances which the owner desires to salvage.

After such arrangements have been made, the Contractor will proceed with the work as directed by the Engineer. No extra compensation will be allowed the Contractor for any expenses incurred by complying with these requirements, or because of delays, inconvenience, or interruptions in his work resulting from the failure of any City or Utility Company to remove, relocate, reconstruct, or abandon their services when required by the Contractor's operations. An extension of time may be granted to the extent the Contractor's operations were affected. The Contractor shall be responsible for coordinating his work with that of these agencies as to ensure that this improvement is not delayed because of necessary changes in the existing utilities, public or private.

The Contractor shall take whatever precautions which may be necessary to protect the property of various utilities which may be located underground or above ground, at or adjacent to the site of this improvement. The contractor will be required to repair or replace at his own expense or bear the cost of having the utility repair or replace any public/private utility which has been damaged through his efforts. The procedure and specifications of repair will be in accordance with the regulations and/or policy of the utility. The Utility shall be given notice by the Contractor to locate and identify all their installations at the site of this improvement so that this improvement is not delayed because of necessary changes in the existing utilities, public or private.

4. The Contractor shall proceed with caution for any excavation and preparation of the trench so that the exact location of underground structures may be determined. Prior to proceeding with any excavation, the contractor shall contact all utility companies in the area to aid in locating their underground services.

The Contractor shall contact the involved utility companies not less than 48 hours prior to beginning construction. The majority of these utilities may be contacted through J.U.L.I.E. at (800) 892-0123. In addition, the Contractor shall be responsible to contact the City of Joliet Utilities 48 hours prior to beginning the construction at (815)724-4220. It shall remain the Contractor's responsibility to contact all utilities.

The Contractor shall take all reasonable precautions against damage to existing utilities. However, in the event of a break in an existing watermain, gas main, sewer, or underground cable, he shall immediately notify the responsible official of the organization operating the utility interrupted. The Contractor shall lend all possible assistance in restoring services and shall assume all cost, charges, and claims connected with the interruption and repair of such services.

Privately owned utilities requiring adjustment will be adjusted by the utility company involved. No additional compensation will be allowed for any delays or inconveniences caused the Contractor due to said adjustments.

5. Trench backfill must be provided under all structural elements including roadway surfaces, driveways, sidewalks, etc. and as directed by the Engineer.

6. Existing sidewalk, pavement, driveway pavement and curb and gutter damage due to the Contractor's operations shall be replaced at the expense of the Contractor.

7. For all manholes, catch basins, and inlets, the distance shown on the plans is from the baseline to the center of the structure, except structures in the curb line where the distance is shown to the back of curb.

8. All existing valve vaults and manholes indicated on the plans or as directed by the Engineer shall be covered with a Contractor-supplied steel plate at all times during construction.

Upon preparation for binder course, the frame shall be installed to the surface elevation as shown on the plans or as directed by the Engineer and set in concrete according to the Standard Specifications.

9. This project is to be built according to the City of Joliet Special Provisions and General Conditions latest revision unless otherwise stated in the contract documents.

10.Where section or sub-section monuments are encountered, the Engineer shall be notified before such monuments are removed.

The Contractor shall protect and carefully preserve all property markers and monuments until the owner and an authorized surveyor or agent has witnessed or otherwise referenced their location. However, if damaged irons occur, it is the responsibility of the Contractor to restore the marker per Registered Land Surveyor at his own expense.

11.It shall be the responsibility of the Contractor to construct each inlet or catch basin at the proper location so that the frame or grate matches the curb line as shown in the applicable Standard.

12.All proposed manholes, catch basins and inlets shall be fabricated to include no less than four (4) inches of adjusting rings to meet the required grade.

13.The cost of the removal and disposal of the asphalt shall be considered incidental to pavement removal.

14.Sawcutting shall not be paid for separately but shall be included in the cost for removal items.

15.All structure rim elevations located in the curb line are top of curb elevations unless otherwise noted.

16.All grassed areas disturbed during construction operations shall be seeded or sodded in accordance with Sections 211, 212 and 252 of the Standard Specifications, as indicated in the plans.

17.Quantities for adjusting sanitary sewer services and water service lines may be added to the summary of quantities and the contract to provide a unit price bid for the item and are to be used only if field conditions require their use, as approved by Engineer.

18.The Contractor shall protect existing or new utilities by methods approved by the Engineer and shall brace and support the utilities properly to prevent settlement, displacement, or damage to the utilities. The protection of the utilities as specified herein, will not be paid for separately, but shall be considered incidental to the contract.

19.Existing street signs, markers stop signs, and all other roadway signs shall be removed and replaced by the Contractor as per current MUTCD standards and as directed by the Engineer. This work is considered included in the contract and will not be paid for directly. Signs and posts damaged by the contractor shall be replaced by him at his own expense.

20.Sidewalk ramps for the handicapped shall be constructed at locations where existing or proposed sidewalks abut the street returns within the limits of this improvement in accordance with Standard Specifications. This work will not be paid for separately but shall be considered incidental to the proposed sidewalk.

21.Timeliness of work: The contractor shall perform all work in a timely, orderly, and diligent manner. The Contractor shall cooperate with and conform to the request of the City to expedite particular portions of the work insofar as to complete certain phases of work in a timely manner. Work shall be completed within the completion date plus working days timeline, as outlined in the special provisions. Contractor shall submit a PROJECT SCHEDULE showing coordination of sub-contractors and sequencing of work. Construction of the concrete curb & gutter shall begin within five (5) working days of the completion of the roadway grading and subbase preparation. Upon completion of the concrete curb & gutter, construction of the driveway aprons shall begin, and remain continuous, such that driveways shall not remain inaccessible for more than 20 calendar days, as measured from the date of completion of roadway excavation. If the contractor cannot meet these requirements, he shall provide temporary stone access to all affected driveways. No additional compensation will be allowed for providing, placing, and removing all temporary access stone.

22.Protection of property and surface structures: Trees, shrubbery fences, poles, right-of-way pins and all other property and surface structures shall be protected during construction operations unless the Engineer authorizes their removal for purposes of construction. Any fences, poles, or other manmade surface improvements, which are moved or disturbed by the Contractor shall be restored to the original conditions, after construction is completed, at the Contractor's expense. Any trees, shrubbery, or other vegetation, which are approved for removal by the Engineer in order to facilitate construction operations, shall be removed completely, including stumps and roots, by the Contractor. Responsibility for any damage or claims for damage caused by construction operations to shrubbery or other landscape improvements, which were not authorized for removal by the Engineer, shall be assumed by the Contractor.

23.Work to be Done by Others: The City of Joliet Public Works and Utilities, Com-Ed, NICOR, AT&T, and others may be adjusting their facilities during construction of this section. In such event, it will be necessary for the Contractor to cooperate with the various organizations and the City while they are doing this work.

All street lighting/utility poles and luminaries required to be moved shall be relocated and wired by the owner of the pole as per their franchise agreement. No compensation shall be allowed to the Contractor for street lighting/utility pole relocation work.

24.All lot irons damaged or removed during construction shall be replaced by the contractor and said cost of replacement shall be included in the cost of the contract.

25.All public improvement projects shall be submitted under different permit cover for review and approval.

26.Installation of or provisions for the installation of all underground utilities (including service laterals) to be placed under pavement areas shall be established prior to the construction of the pavement. The City reserves the right to require trenchless construction for crossing of existing streets.

27.Wherever proprietary equipment or material is specified, all proposals for substitution shall be submitted in writing to the Director of Public Works and shall be subject to the findings of the Director.

28.Whenever a trench opening encroaches within five (5') feet of a street, sidewalk, driveway, and all other structural appurtenances, trench backfill shall be utilized in the form of CA-06.

29.Trench backfill shall be tested in accordance with the Standard Specifications for Road and Bridge Construction in Illinois. Testing frequency shall be one test per trench or one test per 100 linear feet of trench, whichever is greater.

30.The Contractor shall, at the Contractor own expense, provide a detailed video log of the existing site conditions prior to construction. the Contractor shall provide such video log in an acceptable format to the City of Joliet. If the Contractor chooses not to complete the video log prior to construction, the Contractor shall be responsible for all property owner complaints that arise at the completion of construction. all repairs from such complaints shall be at the Contractors expense.

31.Removal and replacement of mailboxes shall be in accordance with Section 107 of the Standard Specifications and shall be included in the cost of the contract.

32.Failure to complete work on time shall be in accordance with Section 108 of the Standard Specifications.

33.The pay items shall be as noted in the summary of quantities.

Any item of work that is shown on the plans to be performed by the contractor, for which there is no pay item, shall be considered incidental to the cost of the project.

34.The engineer and city are not responsible for the construction means, methods, techniques, sequences or procedures, time of performance, programs, or for any safety precautions used by the contractor. The contractor is solely responsible for the execution of the work in accordance with contract documents and specifications.

35.It is the goal of the City to use GIS and CAD technologies to acquire as-built data for all infrastructure installed. It is the responsibility of the contractor to deliver complete and accurate GIS data prior to acceptance of any improvements. The City of Joliet GPS Collection and Data Requirements shall be utilized to guide the integration of digital engineering CAD drawings into the GIS environment, while maintaining the integrity and positional accuracy of the data.

CITY OF JOLIET ORDINANCES & REGULATIONS

1. Subdivision Regulations

2. Illinois Department of Transportation Standard Specifications for Road and Bridge

Construction

3. Bureau of Design and Environmental Manual

4. Manual on Uniform Traffic Control Devices (MUTCD)

5. Zoning Ordinance

6. Stormwater Management Regulations

7. Illinois Urban Manual

8. Parking Lot Lighting Ordinance

9. City of Joliet Special Provisions

10. City of Joliet General Conditions

11. City of Joliet American with Disabilities Act (ADA) Transition Plan for Rights-of-Way

12. City of Joliet Tree Preservation Ordinance

13. City of Joliet ePlans - Electronic Plan Review

000001-09 STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS

424001-12 PERPENDICULAR CURB RAMPS FOR SIDEWALKS

424016-06 MID-BLOCK CURB RAMPS FOR SIDEWALKS

602001-02 CATCH BASIN TYPE A

604001-05 FRAMES & LIDS TYPE 1

604051-04 FRAME & GRATE TYPE 11

604056-04 FRAME & GRATE TYPE 11V

606001-09 CONC. CURB TYPE B & COMB CONCRETE CURB & GUTTER

701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED

701801-06 SIDEWALK, CORNER OR CROSSWALK CLOSURE

701901-11 TRAFFIC CONTROL DEVICES

BD08 DISTRICT ONE FRAMES AND LIDS ADJUSTMENT WITH MILLING

BD32 DISTRICT ONE BUTT JOINTS AND HMA TAPER

TC10 DISTRICT ONE TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS AND DRIVEWAYS

TC13 DISTRICT ONE TYPICAL PAVEMENT MARKINGS

IDOT BLRS STANDARDS

BLR 17-4 TRAFFIC CONTROL DEVICES - DAY LABOR CONSTRUCTION

BLR 22-7 TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES FOR CONSTRUCTION ON RURAL LOCAL

HIGHWAYS (2L, 2W, RURAL TRAFFIC) (ROAD CLOSED TO THRU TRAFFIC)

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SUMMARY OF QUANTITIES

SP CODE

NO. ITEM DESCRIPTION UNIT TOTAL

QUANTITY

20200100 EARTH EXCAVATION CU YD 1162

20201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 148

21001000 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 1774

21101615 TOPSOIL FURNISH AND PLACE, 4" SQ YD 1230

25200100 SODDING SQ YD 1230

* 28000510 INLET FILTERS EACH 10

* 30300112 AGGREGATE SUBGRADE IMPROVEMENT 12" SQ YD 444

* 31101800 SUBBASE GRANULAR MATERIAL, TYPE B 10" SQ YD 1777

35101600 AGGREGATE BASE COURSE, TYPE B 4" SQ YD 632

40600275 BITUMINOUS MATERIALS (PRIME COAT) POUND 3998

40600290 BITUMINOUS MATERIALS (TACK COAT) POUND 951

* 40600370 LONGITUDINAL JOINT SEALANT FOOT 534

40600982 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 71

40603080 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 249

40604060 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 TON 206

42001300 PROTECTIVE COAT SQ YD 887

* 42300200 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQ YD 256

* 42400200 PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH SQ FT 1795

* 42400300 PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH SQ FT 1588

* 42400800 DETECTABLE WARNINGS SQ FT 40

44000100 PAVEMENT REMOVAL SQ YD 1724

* 44000155 HOT-MIX ASPHALT SURFACE REMOVAL, 1 1/2" SQ YD 602

SP CODE

NO. ITEM DESCRIPTION UNIT TOTAL

QUANTITY

44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 232

44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 1144

44000600 SIDEWALK REMOVAL SQ FT 3248

56500600 DOMESTIC WATER SERVICE BOXES TO BE ADJUSTED EACH 13

60201105 CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND

GRATE EACH 2

60251520 CATCH BASINS TO BE ADJUSTED WITH NEW TYPE 11V FRAME

AND GRATE EACH 1

60255500 MANHOLES TO BE ADJUSTED EACH 4

60261320 INLETS TO BE ADJUSTED WITH NEW TYPE 11V FRAME AND

GRATE EACH 1

60266600 VALVE BOXES TO BE ADJUSTED EACH 4

60500060 REMOVING INLETS EACH 2

60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 1144

* X4021000 TEMPORARY ACCESS (PRIVATE ENTRANCE) EACH 13

* X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL) L SUM 1

* Z0013798 CONSTRUCTION LAYOUT L SUM 1

* Z0018500 DRAINAGE STRUCTURES TO BE CLEANED EACH 11

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TRAFFIC DATA

SUNSET STRIP 2024 ADT = 188

SPEED LIMIT = 25 MPH

HOT-MIX ASPHALT MIXTURE REQUIREMENTS

MIXTURE TYPE AIR VOIDS @ Ndes

FLEXIBLE DEPTH PAVEMENT

HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL-9.5mm); 11

2 " 4% @ 50 Gyr.

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50; 21

2 " 4% @ 50 Gyr.

THE WEIGHT USED TO CALCULATE ALL HMA SURFACE MIXTURE QUANTITIES IS 112 LBS/SQ. YD/IN.

THE "AC TYPE" FOR POLYMERIZED HMA MIXES SHALL BE " SBS/SBR PG70-22" AND FOR

NON-POLYMERIZED HMA THE "AC TYPE" SHALL BE "PG 64-22" UNLESS MODIFIED BY DISTRICT ONE

SPECIAL PROVISIONS FOR "PERCENT OF RAP" SEE DISTRICT ONE SPECIAL PROVISIONS.

A Hot-Mix Asphalt, Surface Course, IL-9.5, Mix "D" N5O, 1.5"

B Hot-Mix Asphalt, Binder Course, IL-19.0, N5O, 2.5”

C Subbase Granular Material Type B CA-6, 10" w/ Geotextile Fabric

D Combination Concrete Curb & Gutter, Type B-6.12

E Portland Cement Concrete Sidewalk, 5” Thick on 4” Aggregate Base, Type B CA-6

F Longitudinal Joint Sealant (LJS)

G Bituminous Materials (Tack Coat)

H Bituminous Materials (Prime Coat)

66' ROW

14'

PROPOSED TYPICAL SECTION

SUNSET STRIP

33'33'

*1.50%*1.50%

.1.5'

C B

Sod & Topsoil Placement 4"

14'1'

Ex. Pavement

EXISTING SECTION

SUNSET STRIP

66' ROW

33'33'

18" ℄ 14'

14'

Varies

Existing M-3.12 Curb & Gutter

Varies 0.5' to 1.2'

0.5' 1'

(Sta 10+50 - 16+07)

G H

*Cross slope varies from 10+50 to 10+75 and from 15+80 to 16+07

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8+47 9+00 10+00 11+00 12+00 asp ha lt

ONE STORY FRAMETRI-LEVEL FRAM

EFRAME GARAGE

O STORY FRAME

ONE STORY BRICK

4' CHAIN LINK FENCE

CLEANOUT

R 631.85

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STUMP 36

634.11

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SCO CLEANOUT SCO

21 30

8' DIAM

4' DIAM

637.36 637.57

637.80

631.85

SCO CLEANOUT SCO

5' DIAM

N1°51'57"W 153.00' N1°51'57"W 482.62'

Pnt 1 N 1769112.3840 E 1035376.0820

El 634.26 Chisled "X"

Pnt 101 N 1769132.2080 E 1035366.1210 Z 636.26 D SW Bolt

Pnt 19 N 1769258.0610 E 1035366.3000 34" Pipe

Pnt 20 N 1769318.0710 E 1035364.3370 Mag Nail

Pnt 21 N 1769378.0170 E 1035362.3720 Rebar

Pnt 7 N 1769259.4840 E 1035432.2420 12" Rebar

Pnt 6 N 1769319.4880 E 1035430.3690 1 2" Rebar

Pnt 5 N 1769379.4340 E 1035428.4720 1 2" Iron

10+

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6' PVC FENCE

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SCO

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SCO423030 42

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FNC 6' PVC

629.24

FNC 6' PVC

628.64

FNC 6' PVC

628.64

FNC 6' PVC

628.25

FNC 6' WOOD

628.25

FNC 6' WOOD

N1°51'57"W 482.62' Chd. B/D N14°28'15"E 99.20'

A= 100.55' R= 176.33'

N30°48'26"E 66.80'

Pnt 22 N 1769498.0300 E 1035358.4360 1 2" Rebar

Pnt 23 N 1769557.9520 E 1035356.5470 34" Pipe

Pnt 24 N 1769632.9960 E 1035354.1170 34" Pipe

Pnt 43 N 1769681.8880 E 1035358.4510 34" Pipe

Pnt 42 N 1769747.0180 E 1035383.4990 34" Pipe

Pnt 29 N 1769713.2200 E 1035440.6640 34" Pipe

Pnt 28 N 1769635.1580 E 1035420.3350 34" Pipe

Pnt 3 N 1769499.4030 E 1035424.7390 34" Pipe

Pnt 4 N 1769439.3760 E 1035426.5490 34" Pipe

Pnt 826 N 1769430.9870 E 1035412.6010 FH SE Bolt

Pnt 1192 N 1769793.3290 E 1035404.6550 FH NE Bolt

Pnt 41 N 1769811.0290 E 1035276.4710 34" Pipe

SCALE: 1" = 20' HORIZ.

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B Y

N S

1 2 3 4 5 6 8 9 107

C R

O N

G P

G S

R O

S U

N S

E T

S T

M O

N D

S T

A M

P B

S T

N M

E N

T, T

E N

C H

M A

R K

LIN

+5 0 (

LIN

+5 0 (

) BENCHMARK:

NORTHEAST BOLT ON FIRE HYDRANT

AT 2609 CAMPBELL STREET

ELEVATION 628.87

BENCHMARKS:

SOUTHWEST BOLT ON FIRE HYDRANT

AT 2610 RICHMOND STREET

ELEVATION 636.26

SOUTHEAST BOLT ON FIRE HYDRANT

AT 106 SUNSET STRIP

ELEVATION 633.52

S E

8+47 9+00 10+00 11+00 12+00

Catchbasin F/L 634.22 NW Inv 631.82

Valve Box Rim 634.79 T/Nut 630.99

Valve Box Rim 634.54 T/Nut 630.64

Valve Box Rim 634.28 T/Nut 630.78

Catchbasin F/L 634.41 SW Inv 631.61 asphalt

TRI-LEVEL FRAM

FRAME GARAGE

EG BUSH

AREA

EG BUSH

AREA

BUSH

ROW

8" BLOCK WALL

12" STONE WALL

4' CHAIN LINK FENCE

CLEANOUT

R 631.85

8" D.I.W .M

.6" C.I. W M

Abandoned

12"rcp

Richmond

8" D.I.W.M. 8" D.I.W.M.

8" D.I.W.M.

asphalt asphalt asphalt21

STUMP 36

634.11

P$ 516

PK MTR GAS

P$ 531

PK MTR GAS

P$ 630

PK MTR GAS

21 30

8' DIAM

631.85

SCO CLEANOUT SCO

637.7

5' DIAM

ONE STORY FRAME

104102

TWO STORY FRAME ONE STORY FRAME

11+

BEGIN FULL DEPTH

IMPROVEMENTS

STA. 10+50

RESURFACE

LIMITS

43' Lt.

RESURFACE LIMITS

40' Rt.

49 SF

125 SF 125 SF

124 SF

125 SF 125 SF

STA:11+16.3 STA:11+76.8 STA:12+35.9

STA:12+19.4STA:11+60.3

19.3 SY

19.2 SY

17.0 SY

24.8 SY 23.8 SY

TC 633.65 ± ME

Sta. 10+50, 14.95' Lt

TC 634.50 ± ME

Sta. 10+50, 15.2' Rt

TC 634.50

Sta. 10+75, 15.5' Rt

TC 634.50

Sta. 10+75, 15.5' Lt

STA: 9+58

MATCH EXISTING

PAVEMENT W/

BUTT JOINT

ADJUST

ADJUST EX

STM MH

MATCH EXISTING PAVEMENT

W/ BUTT JOINT (TYP.)

MATCH EXISTING PAVEMENT

W/ BUTT JOINT (TYP.)

ABANDONED

AT&T LINE

Street

25.0'

TRANSITION

8+25 8+50

8+75

9+00

9+25

9+50

9+75

10+00

10+25

10+50

10+75

11+00

11+25

11+50

11+75

12+00

12+25

12+50

Storm MH Rim 633.90 E,W,N Inv 630.20

Storm MH Rim 634.20 E Inv 631.20 NE,SE,SW Inv 629.70 S Inv 629.20 W Inv 628.80

EX 8" D.I.

EX 12" RCP

-1.31%

-0.23% -1.44%0.47% 1.50% -1.44% -0.50%

P V

ADJUST

8+47 9+00 10+00 11+00 12+00 as ph alt

TRI-LEVEL FRAM

EFRAME GARAGE

EG BUSH

AREA

EG BUSH

AREA

BUSH

ROW

8" BLOCK W

ALL

8" BLOCK WALL

12" STONE WALL4' CHAIN LINK FENCE

CLEANOUT

R 631.85

6" C

.I.

M A ba nd on ed

12"rcp

Richmond asphalt asphalt asphalt asphalt

633.32

CB 2'139

633.32

CB 2'

633.90

ST MH140

633.90

ST MH

633.42

INL TY A

633.42

INL TY A

STUMP 36

634.22

CB 2'191

634.22

CB 2'

634.79

VBOX212

634.79

VBOX

634.11

633.66

INL TY A

633.66

INL TY A

633.83

VBOX234

633.83

VBOX

633.74

BBOX250

633.74

BBOX

634.10

SGN STOP505

634.10

SGN STOP

634.00

SGN RICHMOND/SUNSET

634.00

SGN RICHMOND/SUNSET

634.20

ST MH507

634.20

ST MH

634.54

VBOX508

634.54

VBOX

P$ 516

PK MTR GAS

634.61

P$ 531

PK MTR GAS

P$ 630

PK MTR GAS

634.28

VBOX650

634.28

VBOX

634.98

LTE657

634.98

LTE

634.41

CB 2'658

634.41

CB 2'

21 30

8' DIAM

631.85

SCO CLEANOUT SCO

631.95

BBOX1011

631.95

BBOX

637.7

5' DIAM

633.30

LTE YARD LIGHT

633.30

LTE YARD LIGHT

16 SY

BUTT JOINT-

HMA SURFACE

REMOVAL

604 SY

49 SF

120 SF

200 LF

14 SY 15 SY 19 SY

19 SY 20 SY

450 SY

HOT-MIX ASPHALT

SURFACE REMOVAL, 1.5"

ONE STORY FRAME

104102

TWO STORY FRAME ONE STORY FRAME

11+

STA:9+58

STA:9+63

OFF:43.0'L

OFF:38.0'L

15 SY

BUTT JOINT-

HMA SURFACE

REMOVAL

16 SY

BUTT JOINT-

HMA SURFACE

REMOVAL

OFF:35.0'R

OFF:40.0'R

BUTT MILL

TO EXISTING

PVMT. JOINT

123 SF

124 SF

126 SF

127 SF

STA:10+50

SAWCUT (TYP.)

ABANDONED

AT&T LINE

Street

SCALE: 1" = 20' HORIZ.

U P u b lic

W o rk s\ C

A D

\P ro je ct s\ P ro je ct s\

S u n se t S tr ip

R ic h m o a m p b e ll)

\d w g s\

S u n se tS tr ip E

N G

.d w g P lo t D a te

: 9 /1

A M

00 20' 40'

ATCH

LIN

STA. 12+

G P

G S

Y O

F J

O L

D R

A W

N B

D E

N E

D B

S H

C H

E C

K E

D B

LIE

AORSS

TIY

A M

MES A

80NOI

LILI,

O p p p p

R O

S U

N S

E T

S T

M O

N D

A M

P B

R O

D E

P A

E N

T O

F P

U B

W O

R K

. J E

R S

O N

E E

T , I

-4

N o.

B Y

N S

1 2 3 4 5 6 8 9 107

C R

O N

ATCH

LIN

STA. 12+

LEGEND

HMA SURFACE COURSE, IL 9-5, MIX D, N50, 1.5"

HMA SURFACE REMOVAL, BUTT JOINT

HMA SURFACE REMOVAL, 1.5"

PAVEMENT REMOVAL

DRIVEWAY PAVEMENT REMOVAL

SIDEWALK REMOVAL

CURB & GUTTER REMOVAL

PCC DRIVEWAY 6" THICK ON

4" AGG. BASE, TY. B, CA-6, w/ 10x10

WELDED WIRE FABRIC (WWF)

PCC SIDEWALK 6" THICK ON

4" AGG. BASE, TY. B, CA-6, w/ 10x10 WELDED WIRE FABRIC (WWF)

PCC SIDEWALK 5" THICK ON

4" AGG. BASE, TY. B, CA-6

HMA BINDER COURSE, IL-19.0, N50, 2.5"

SUBBASE GRAN. MTL., TY B, CA-6 10" w/

GEOTEXTILE FABRIC

LEGEND

SODDING & TOPSOIL FURNISH & PLACE 4"

S E

16+50

13+00 14+00 15+00

16+00

Catchbasin F/L 630.08 E Inv 627.58 W Inv 627.18

Storm MH Rim 630.39 E,SW,N Inv 625.89

Inlet F/L 630.35 W Inv 627.58 NW Inv 627.18 Storm MH

Rim 627.20 S,N Inv 623.40

Storm MH Rim 626.64 SW,SE,NE Inv 622.94 S,E,W Inv 622.74

Valve Box Rim 626.40 T/Nut 623.30

Valve Box Rim 626.43 T/Nut 623.13

Catchbasin F/L 626.45 SW Inv 623.15

Storm MH Sump Discharge Rim 629.41

Storm MH Rim 626.43 E,N Inv 622.63

BUSH ROW

12" BLOCK WALL

OOD

PORCH

8" BLOCK WALL

6' WOOD FENCE

6' PVC FENCE

CLEANOUT

R 630.14

CLEANOUT

R 629.02

12"rcp

12"rcp 12"rcp

12"rcp

12"rcp 12"rcp

"rc p

(2) 6" PVC

6" PVC

Ca t

8" D

.I.W .M

6" C

.I.

M A ba nd on ed

8" D .I.W

6" C .I.

W M A ba nd on ed

8" D.I.W.M.

8" D.I.W.M. 8" D.I.W.M.

asphalt asphalt asphalt asphalt asphalt asphalt concrete concrete

630.91

630.69

630.28

630.14

SCO CLEANOUT

SCO

629.02

SCO CLEANOUT

SCO423030

633.68

633.28

632.45

630.90

630.72

630.28

629.24

FNC 6' PVC

629.24

FNC 6' PVC

628.64

FNC 6' PVC

628.64

FNC 6' PVC

628.25

FNC 6' WOOD

628.25

FNC 6' WOOD

P$ 1747

PK MTR GAS

ONE STORY FRAME

TRI-LEVEL FRAME

ONE STORY FRAME

I-L

K A

ONE STORY FRAME

E x 626.24 EP x 626.50

626.58 x x 627.10 x 627.23 x 626.62 EP

END FULL DEPTH

IMPROVEMENTS

STA. 16+07

STA:13+55.5

125 SF

STA:12+94.3

STA:14+13.6

STA:15+11.5STA:14+59.2STA:13+99.3STA:13+41.0

STA:12+80.1

175 SF

125 SF 125 SF 175 SF 100 SF 198 SF

99 SF

502 SF

633 SF

100 SF125 SF

125 SF

63 SF

21.9 SY

19.2 SY 16.9 SY

18.7 SY 21.0 SY 21.4 SY 18.7 SY

15.8 SY

ADJUST

PR RIM 630.55

ADJUST

PR RIM 627.51

ADJUST W/ NEW

TY 11V F&G

PR F/L 630.40

ADJUST W/ NEW

TY 11V F&G

PR F/L 630.58

ADJUST

14+82.62 P.C.

P.T.15+83.17

TC 626.94

Sta. 15+81.9, 15.5' Lt

TC 626.86

Sta. 15+81.5, 15.5' Rt

TC 627.01 ± ME

Sta. 16+01.8, 35.5' Rt

M E

St a.

' L t

20' Rad.

Sta. 15+81.9, 35.5' Lt.

20' Rad.

Sta. 15+81.5, 35.5' Rt.

Relocate street sign

ADJUST

RECONNECT

EX. 6" PVC

ADJUST

TC 627.11 ± ME

35.5' Rt.

MATCH EX. PAVEMENT

W/ BUTT JOINT (TYP.)

TC 626.95 ± ME

21.5' Rt.

MATCH EX. PAVEMENT

W/ BUTT JOINT (TYP.)

2.0'

MAINTAIN MIN. 2.5' CLEARANCE

FROM EX. LIGHT POLE TO REMAIN

2.5'

12+50

12+75

13+00

13+25

13+50

13+75

14+00

14+25

14+50

14+75

15+00

15+25

15+50

15+75

16+00

16+25

16+49.98

Storm MH Rim 630.39 E,SW,N Inv 625.89

Storm MH Rim 626.64 SW,SE,NE Inv 622.94 S,E,W Inv 622.74

Storm MH Rim 627.20 S,N Inv 623.40

EX 8" D.I.

EX 12" RCP

0.13% -1.09%

-1.59%

P V

61P V

ADJUST

PR RIM 630.55

ADJUST

PR RIM 627.51 ADJUST

16+50

13+00 14+00 15+00

16+00 concrete 2607

BUSH ROW

12" BLOCK WALL

OOD

PORCH

8" BLOCK WALL

6' WOOD FENCE

6' PVC FENCE

CLEANOUT

R 630.14

CLEANOUT

R 629.02

12"rcp

Ca t

8" D.I.W .M.

6" C.I. W M

Abandoned

8" D .I.W

6" C .I.

W M A ba nd on ed asphalt asphalt asphalt asphalt asphalt asphalt asphalt concrete concrete

630.14

SCO CLEANOUT

SCO

629.02

SCO CLEANOUT

SCO423030

626.77

SGN CAMPBELL/SUNSET

626.77

SGN CAMPBELL/SUNSET

626.78

SGN STOP1278

626.78

SGN STOP

33 24

629.24

FNC 6' PVC

629.24

FNC 6' PVC

628.64

FNC 6' PVC

628.64

FNC 6' PVC

628.25

FNC 6' WOOD

628.25

FNC 6' WOOD

21 SY 18 SY 17 SY

20 SY 14 SY 20 SY 19 SY 16 SY

617 SF

1,197 SF

357 LF

373 LF

1,116 SY

ONE STORY FRAME

TRI-LEVEL FRAME

ONE STORY FRAME

I-L

K A

ONE STORY FRAME

E x 626.24 EP x 626.50

626.58 x x 627.10 x 627.23 x 626.62 EP

14 LF

C&G REMOVAL

3 SY

PAVEMENT REMOVAL

420 SF

99 SF124 SF123 SF

EX. INLET

TO BE

REMOVED

EX. INLET

TO BE

REMOVED

BUTT JOINT-

HMA REMOVAL

13 SY

BUTT JOINT-

HMA REMOVAL

11 SY

152 SY

OFF:30.5'L

OFF:35.5'L

OFF:30.5'R

OFF:35.5'R

14+82.62 P.C.

P.T.15+83.17

SAWCUT (TYP.)

CB, Ty A, 4' Dia.

w/ Ty 11 F&G Sta 15+95.46, 21.15' Lt

TC 626.46

FL 625.97

Ex Inv 623.23

CB, Ty A, 4' Dia.

w/ Ty 11 F&G Sta 15+95.87, 20.83' Rt

TC 626.48

FL 625.99

Ex Inv 623.10

SCALE: 1" = 20' HORIZ.

00 20' 40'

ATCH

LIN

STA. 12+

U P u b lic

W o rk s\ C

A D

\P ro je ct s\ P ro je ct s\

S u n se t S tr ip

R ic h m o a m p b e ll)

\d w g s\

S u n se tS tr ip E

N G

.d w g P lo t D a te

: 9 /1

A M

G P

G S

Y O

F J

O L

D R

A W

N B

D E

N E

D B

S H

C H

E C

K E

D B

LIE

AORSS

TIY

A M

MES A

80NOI

LILI,

O p p p p

D E

P A

E N

T O

F P

U B

W O

R K

. J E

R S

O N

E E

T , I

-4

N o.

B Y

N S

1 2 3 4 5 6 8 9 107

C R

O N

LEGEND

HMA SURFACE REMOVAL, BUTT JOINT

HMA SURFACE REMOVAL, 1.5"

PAVEMENT REMOVAL

DRIVEWAY PAVEMENT REMOVAL

SIDEWALK REMOVAL

CURB & GUTTER REMOVAL

LEGEND

R O

S U

N S

E T

S T

M O

N D

A M

P B

R O

ATCH

LIN

STA. 12+

HMA SURFACE COURSE, IL 9-5, MIX D, N50, 1.5"

PCC DRIVEWAY 6" THICK ON

4" AGG. BASE, TY. B, CA-6, w/ 10x10

WELDED WIRE FABRIC (WWF)

PCC SIDEWALK 6" THICK ON

4" AGG. BASE, TY. B, CA-6, w/ 10x10 WELDED WIRE FABRIC (WWF)

PCC SIDEWALK 5" THICK ON

4" AGG. BASE, TY. B, CA-6

HMA BINDER COURSE, IL-19.0, N50, 2.5"

SUBBASE GRAN. MTL., TY B, CA-6 10" w/

GEOTEXTILE FABRIC

SODDING & TOPSOIL FURNISH & PLACE 4"

S E

16+50

8+47 9+00 10+00 11+00 12+00 13+00 14+00 15+00

16+00Catchbasin F/L 634.22

Inv 631.82

Valve Box Rim

634.79 T/N

ut 630.99

Valve Box Rim

634.54 T/N

ut 630.64

Valve Box Rim

634.28 T/N

ut 630.78

Catchbasin F/L 634.41

Inv 631.61

Catchbasin F/L 630.08 E Inv 627.58 W

Inv 627.18

Storm M

H Rim

630.39

E,SW

,N Inv 625.89

Inlet F/L 630.35 W

Inv 627.58

Inv 627.18 Storm M

H Rim

627.20 S,N Inv 623.40

Storm M

H Rim

626.64

,SE,NE Inv 622.94 S,E,W

Inv 622.74

Valve Box Rim

626.40 T/N

ut 623.30

Valve Box Rim

626.43 T/N

ut 623.13

Catchbasin F/L 626.45

Inv 623.15

Inlet F/L 625.83

,NE Inv 623.23

Inlet F/L 626.10

Inv 623.10

Storm M

H Sum p Discharge Rim

629.41

Storm M

H Rim

626.43 E,N Inv 622.63

asphalt

ONE STORY FRAMETRI-LEVEL FRAM

EFRAME GARAGE

O STORY FRAME

ONE STORY BRICK

BUSH ROW

EG BUSH

AREA

EG BUSH

AREA

BUSH

ROW

4' CHAIN LINK FENCE 6' WOOD FENCE

6' PVC FENCE

12"rcp

12"rcp 12"rcp

12"rcp

15"rcp

12"rcp 8"

D .I.

W .M

6" C

.I.

M A ba nd on ed

12"rcp

(2) 6" PVC

6" PVC

Richmond

Ca t

8" D.I.W .M.

6" C.I. W M

Abandoned

8" D .I.W

6" C .I.

W M A ba nd on ed

8" D.I.W.M.

8" D.I.W.M. 8" D.I.W.M.

8" D.I.W.M.

asphalt asphalt asphalt asphalt asphalt asphalt concrete concrete asphalt asphalt asphalt asphalt

STUMP 36212

634.79

VBOX212

634.79

VBOX

634.11

633.83

VBOX234

633.83

VBOX

633.74

BBOX250

633.74

BBOX

634.54

VBOX508

634.54

VBOX

634.61

634.28

VBOX650

634.28

VBOX

634.98

LTE657

634.98

LTE

21 30

630.91

630.69

630.28

630.14

SCO CLEANOUT

SCO825

631.09

8' DIAM

4' DIAM

636.63

BBOX833

636.63

BBOX

637.36 637.57

637.80

629.02

SCO CLEANOUT

SCO4230

630.87

LTE

630.87

LTE30

631.85

SCO CLEANOUT SCO1518

631.95

BBOX1011

631.95

BBOX

631.18

BBOX1024

631.18

BBOX

629.48

BBOX1035

629.48

BBOX

628.54

BBOX1044

628.54

BBOX

626.28

BBOX1183

626.28

BBOX

626.53

VBOX1190

626.53

VBOX

626.32

626.65

BBOX1193

626.65

BBOX

626.84

BBOX1208

626.84

BBOX

626.72

LTE

626.72

LTE

626.43

VBOX1233

626.43

VBOX

626.40

VBOX1379

626.40

VBOX

637.7

5' DIAM

633.30

LTE YARD LIGHT

633.30

LTE YARD LIGHT

633.68

633.28

632.45

24 24 15

630.90

630.72

630.28

630.16

LTE YARD LIGHT

630.16

LTE YARD LIGHT

629.24

FNC 6' PVC

629.24

FNC 6' PVC

628.64

FNC 6' PVC

628.64

FNC 6' PVC

628.25

FNC 6' WOOD

628.25

FNC 6' WOOD

ONE STORY FRAME

105 107

ONE STORY FRAMEONE STORY FRAME

106104102

TWO STORY FRAME ONE STORY FRAME TRI-LEVEL FRAME

ONE STORY FRAME

I-L

K A

ONE STORY FRAME

10+

11+

14+82.62 P.C.

P.T.15+83.17

ABANDONED

AT&T LINE

Street

SCALE: 1" = 30'

U P u b lic

W o rk s\ C

A D

\P ro je ct s\ P ro je ct s\

S u n se t S tr ip

R ic h m o a m p b e ll)

\d w g s\

S u n se tS tr ip E

N G

.d w g P lo t D a te

: 9 /1

A M

00 30' 60'

EROSION CONTROL GENERAL NOTES:

1. ALL VEGETATIVE AND STRUCTURAL EROSION CONTROL PRACTICES SHALL BE

CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS

AND SPECIFICATIONS OF THE "ILLINOIS URBAN MANUAL".

2. MAINTENANCE AND REPLACEMENT OF EROSION CONTROL ITEMS, WHEN DIRECTED

BY THE OWNER, SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT.

3. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST

ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF

A STORM THAT IS 0.5 INCHES OR GREATER OR EQUIVALENT SNOWFALL. ANY

NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF SAID

MEASURES SHALL BE MADE IMMEDIATELY.

4. INSTALL ALL PERIMETER SILT FENCING PRIOR TO ANY CLEARING OR GRADING.

ONSITE SEDIMENT CONTROL MEASURES AS SHOWN AND SPECIFIED BY THIS

EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE CONSTRUCTED AND

FUNCTIONAL PRIOR TO INITIATING CLEARING, GRADING, STRIPPING, EXCAVATION OR

FILLING ACTIVITIES ON THE SITE.

5. STORM WATERS FALLING ON THE ENTIRE SITE SHALL BE DIVERTED INTO THE

DETENTION BASIN, PRIOR TO BEGINNING MASS EXCAVATION, THE CONTRACTOR

SHALL CONSTRUCT DITCHES. SWALES, SEDIMENTATION TRAPS AND SILTATION

CONTROL MEASURES AS REQUIRED TO INTERCEPT SURFACE WATERS BEFORE THEY

FLOW ONTO ADJACENT PROPERTY AND CONVEY THEM TO THE DETENTION BASIN.

6. IF STORMWATER DETENTION IS NOT REQUIRED THE CONTRACTOR SHALL

CONSTRUCT DITCHES, SWALES, SEDIMENT TRAPS AND SILTATION CONTROL

MEASURES AS REQUIRED TO INTERCEPT SURFACE WATERS BEFORE THEY FLOW

ONTO ADJACENT PROPERTY.

7. STABILIZATION OF DISTURBED AREAS MUST BE INITIATED IMMEDIATELY WHENEVER

ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES

HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY

CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD

EXCEEDING 14 CALENDAR DAYS. STABILIZATION OF DISTURBED AREAS MUST BE

INITIATED WITHIN 1 WORKING DAY OF PERMANENT OR TEMPORARY CESSATION OF

EARTH DISTURBING ACTIVITIES AND SHALL BE COMPLETED AS SOON AS POSSIBLE

BUT NOT LATER THAN 14 DAYS FROM THE INITIATION OF STABILIZATION WORK IN

AN AREA.

8. INLET PROTECTION SHALL BE INSTALLED UNDER THE GRATING OF EACH DRAINAGE

STRUCTURE AS SHOWN ON PLAN.

9. STABILIZATION OF TOPSOIL STOCKPILES SHALL BE INITIATED IMMEDIATELY UPON

COMPLETION UNLESS THEY WILL BE DISTURBED WITHIN FOURTEEN (14) CALENDAR

DAYS. STABILIZATION OF STOCKPILES MUST BE INITIATED WITHIN 1 WORKING DAY

OF PERMANENT OR TEMPORARY CESSATION OF EARTH DISTURBING ACTIVITIES AND

SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NOT LATER THAN 14 DAYS

FROM THE INITIATION OF STABILIZATION WORK IN AN AREA. ALL SOIL STORAGE

PILES SHALL BE PROTECTED FROM EROSION WITH SILT FENCE ON THE DOWN

SLOPE SIDE OF THE PILES.

10. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO SEDIMENT

BASINS, SILT TRAPS, OR PUMPED WATER FILTER BAG. DEWATERING DIRECTLY INTO

FIELD TILES OR STORMWATER STRUCTURES IS PROHIBITED.

11. WATER PUMPED DURING CONSTRUCTION OPERATION SHALL BE FILTERED.

12. DUST CONTROL SHALL BE PERFORMED ON AN AS-NEEDED BASIS.

13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCES SHALL BE MAINTAINED,

ADJUSTED OR RELOCATED AS NECESSARY TO PREVENT SEDIMENT FROM BEING

TRACKED ONTO PUBLIC ROADWAYS. ANY SEDIMENT REACHING A PUBLIC ROAD

SHALL BE REMOVED BY SHOVELING OR STREET CLEANING BEFORE THE END OF

EACH WORKING DAY.

14. ANY LOOSE MATERIAL THAT IS DEPOSITED IN THE FLOW LINE OF ANY GUTTER OR

DRAINAGE STRUCTURE DURING CONSTRUCTION OPERATIONS SHALL BE REMOVED

AT THE CLOSE OF EACH WORKING DAY.

15. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM

REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY

SWPPP REPORT, THE CLIENT, OR OTHER JURISDICTIONAL GOVERNMENTAL ENTITIES.

16. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE REMOVED AND

DISPOSED OF IN ACCORDANCE WITH ALL JURISDICTIONAL GOVERNMENTAL AGENCY

REQUIREMENTS WITHIN 30 DAYS OF FINAL STABILIZATION.

CONSTRUCTION SEQUENCE:

1. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.

2. INSTALL PERIMETER CONTROLS (AS NECESSARY)

3. INSTALL STABILIZED CONSTRUCTION ENTRANCE (AS NECESSARY)

4. INSTALL INLET PROTECTION IN EXISTING STORM SEWERS.

5. CLEARING & GRUBBING (AS NECESSARY)

6. EXCAVATE SITE AS NECESSARY FOR ROADWAY WIDENING

7. ADJUST/RECONSTRUCT UTILITIES. INSTALL INLET PROTECTION AS

CONSTRUCTED.

8. IMMEDIATELY INITIATE STABILIZATION MEASURES AT AREAS THAT WILL

REMAIN IDLE FOR 14 DAYS OR LONGER.

9. CONSTRUCT PAVEMENT IMPROVEMENTS.

10. COMPLETE RESTORATION OF NON-PAVEMENT AREA.

11. REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL

MEASURES WITHIN 30 DAYS OF FINAL STABILIZATION.

PERMANENT SEEDINGS

DORMANT SEEDINGS

TEMPORARY SEEDINGS

SODDING

MULCHING

A B

C D

E F

STABILIZATION

CHART JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

A - KENTUCKY BLUEGRASS

90 LBS./AC. MIXED WITH

PERENNIAL RYEGRASS

30 LBS./AC.

B - KENTUCKY BLUEGRASS

135 LBS./AC. MIXED WITH

PERENNIAL RYEGRASS

45 LBS./AC. 2 TONS

STRAW MULCH PER ACRE

C - SPRING OATS

D - WHEAT OR CERAL RYE

E - SOD (NURSERY GROWN

KENTUCKY BLUEGRASS)

F - STRAW MULCH

2 TONS PER ACRE

* IRRIGATION NEEDED

DURING JUNE, JULY

AND SEPTEMBER

** IRRIGATION NEEDED

FOR 2-3 WEEKS

AFTER SODDING

NOTE: THIS CHART IS A GUIDE TO ASSIST THE CONTRACTOR TO UNDERSTANDING OPTIONS

FOR SOIL STABILIZATION.

SOIL PROTECTION CHART

Y O

F J

O L

LIE

AORSS

TIY

A M

MES A

80NOI

LILI,

O p p p p

D E

P A

E N

T O

F P

U B

W O

R K

. J E

R S

O N

E E

T , I

-4

N o.

B Y

N S

1 2 3 4 5 6 8 9 107

C R

O N

D R

A W

N B

D E

N E

D B

S H

C H

E C

K E

D B

P R

G S

R O

S U

N S

E T

S T

M O

N D

S T

A M

P B

S T

R O

N C

O N

L P

S E

LEGEND

INLET PROTECTION

DRAINAGE FLOW

°4 8'

0.4%

1.4%

1.9%

1.4%

0.4%

1.6%

4.7%

4.1% 1.5%

1.5%

2.4%

1.4%1.

2.6%

2.4%

1.5

0.80%

626.55 EP

626.38 EP

626.31 EP

626.37 TDC

626.44 TDC

626.60

626.55

626.62

626.53

26.50±ME

626.62

626.60

626.58±ME

626.74

626.70

626.05 EP

626.31 EP ± ME

626.62 TC

626.70 TC

0.4%

0.6%

0.8%

626.55 EP

626.39 EP

626.45 TDC

626.32 EP

626.38 TDC

626.07 EP

626.43 EP

626.49 TDC 626.50 EP

626.56 TDC

626.63 EP ± ME

626.84

626.91

627.03

627.10 ± ME

627.23 ± ME

627.10

626.98

626.91

626.97

627.04

1.5% 1.

1.5%

627.34 TC

626.71

626.65

2.1%

1.9%

2.1%

1.9%

626.58 EP

626.64 TDC

626.57 EP ± ME

626.62 EP

626.68 TDC

626.67 EP ± ME

626.80 ± ME

626.93X

626.99X

1.5%

626.24 EP ± ME

626.54 ± ME

627.04 EP ± ME

SCALE: 1" = 5' HORIZ.

U P u b lic

W o rk s\ C

A D

\P ro je ct s\ P ro je ct s\

S u n se t S tr ip

R ic h m o a m p b e ll)

\d w g s\

S u n se tS tr ip x

-s e cs .d w g

P lo t D a te

: 9 /2

A M

00 5' 10'

Y O

F J

O L

LIE

AORSS

TIY

A M

MES A

80NOI

LILI,

O p p p p

D E

P A

E N

T O

F P

U B

W O

R K

. J E

R S

O N

E E

T , I

-4

N o.

B Y

N S

1 2 3 4 5 6 8 9 107

C R

O N

LEGEND

EP EDGE OF PVMT

TC TOP OF CURB

TDC TOP OF DEPR. DURB

ME MATCH EXISTING

D R

A W

N B

D E

N E

D B

S H

C H

E C

K E

D B

P R

G S

R O

S U

N S

E T

S T

M O

N D

S T

A M

P B

S T

N D

Campbell Street

Su ns et

Str ip

S E

9+50629630

629630

9+58629630

629630

9+70629630

629630

9+86629630

629630

10+00629630

629630

10+14629630

629630

10+30629630

629630

10+37629630

629630

30 20 10 10 20 30

40 30 20 10 10 20 30 40

30 20 10 10 20 30

R/W R/W

O ff

-4

O ff

-4

O ff

R/W R/W

2.9% -2.8%

3.0% -1.7%

3.0% 1.2%

O ff

1.7% 1.5%

1.2% 2.1%

3.2% 1.0%

3.2% 0.7%

O ff

-3

O ff

-1

O ff

-1

O ff

-1

O ff

-1

O ff

U P u b lic

W o rk s\ C

A D

\P ro je ct s\ P ro je ct s\

S u n se t S tr ip

R ic h m o a m p b e ll)

\d w g s\

S u n se tS tr ip x

-s e cs .d w g

P lo t D a te

: 9 /1

A M

Y O

F J

O L

LIE

AORSS

TIY

A M

MES A

80NOI

LILI,

O p p p p

D E

P A

E N

T O

F P

U B

W O

R K

. J E

R S

O N

E E

T , I

-4

N o.

B Y

N S

1 2 3 4 5 6 8 9 107

C R

O N

D R

A W

N B

D E

N E

D B

S H

C H

E C

K E

D B

P R

G S

R O

S U

N S

E T

S T

M O

N D

S T

A M

P B

S T

R O

S S

S E

O N

S S

E P

10+50629630

629630

10+75629630

629630

11+00630

11+16629630

629630

11+50629630

629630

11+60629630

629630

11+77628

12+00628

12+19627

12+36627

12+50627

12+80627

-1.14%-1.14%

-1.50%-1.50%

-0.15%-3.14%

-1.50%-1.50%

30 20 10 10 20 30

C ro w n

O ff

0 ET

W O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff

-1

C ro w n

O ff

B ac k_ C ur b

O ff .5

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

-1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

-1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

-1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

-1

B ac k_

C ur b O ff -1

C ro w n

O ff .0

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

R/W R/W

O ff

-2

O ff

-2

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-2

O ff

-2

O ff

-3

O ff

-2

O ff

-2

O ff

-2

O ff

-2

O ff

0.6%

1.2% 2.2%

-0.8% 3.1%

-0.8%

O ff

-2

O ff

7.1% 1.5%

-1.5% -5.5% 3.2%

-1.5% -4.6% 2.1%

-1.3% 5.1% 1.5%

-2.3% 2.3%

-1.5% -5.5% 2.1%

-2.5% 5.1% 1.5%

-2.7% 3.6%

-1.5% -4.4% 1.1%

C = 59.11 F = 0.94 C = 47.87 F = 1.90 C = 56.26 F = 0.95

C = 47.25 F = 1.90

C = 46.03 F = 1.88

C = 60.71 F = 0.95

C = 61.46 F = 0.95

C = 59.93 F = 0.96C = 47.17 F = 1.88 C = 58.66 F = 0.95

C = 58.06 F = 0.95

C = 46.57 F = 1.91

0.6%

O ff

-2

O ff

-3

O ff

U P u b lic

W o rk s\ C

A D

\P ro je ct s\ P ro je ct s\

S u n se t S tr ip

R ic h m o a m p b e ll)

\d w g s\

S u n se tS tr ip x

-s e cs .d w g

P lo t D a te

: 9 /1

A M

Y O

F J

O L

LIE

AORSS

TIY

A M

MES A

80NOI

LILI,

O p p p p

D E

P A

E N

T O

F P

U B

W O

R K

. J E

R S

O N

E E

T , I

-4

N o.

B Y

N S

1 2 3 4 5 6 8 9 107

C R

O N

D R

A W

N B

D E

N E

D B

S H

C H

E C

K E

D B

P R

G S

R O

S U

N S

E T

S T

M O

N D

S T

A M

P B

S T

R O

S S

S E

O N

S S

E P

12+94626

13+00626

13+41626

13+50626

13+56626

14+00625

14+13625

14+50625

14+59625

15+00625

15+12624625

624625

15+50623

-1.50%-1.50%

30 20 10 10 20 30

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff

-1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

-1

B ac k_

C ur b O ff

-1

C ro w n

O ff

B ac k_ C ur b

O ff

-1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff

-1

C ro w n

O ff

B ac k_ C ur b

O ff

-1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

R/W R/W

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-3

O ff

-2

O ff

-1.5% -1.9% 4.6% 1.5%

-1.5% -2.3% 5.0% 1.5%

-1.5% -3.0% 2.1%

-1.5% -4.3% 5.4% 1.5%

-0.9% 5.8% 1.5%

-1.5% -4.6% 3.3%

-1.5% -0.7% 6.5% 1.5%

-1.5% -4.3% 2.6%

-1.5% -6.5% 2.7%

-1.5% -3.2% 3.8% 1.5%

-1.5% -6.2% 2.8% 1.5%

-1.5% -2.2% 0.3% 1.5%

C = 61.16 F = 0.59 C = 56.28 F = 1.91 C = 48.67 F = 1.89

C = 54.96 F = 0.95

C = 59.00 F = 0.95

C = 58.29 F = 0.96 C = 57.58 F = 0.94

C = 58.05 F = 0.96

C = 64.32 F = 0.94 C = 57.26 F = 1.55

C = 57.69 F = 1.91

C = 59.98 F = 0.95

U P u b lic

W o rk s\ C

A D

\P ro je ct s\ P ro je ct s\

S u n se t S tr ip

R ic h m o a m p b e ll)

\d w g s\

S u n se tS tr ip x

-s e cs .d w g

P lo t D a te

: 9 /1

A M

Y O

F J

O L

LIE

AORSS

TIY

A M

MES A

80NOI

LILI,

O p p p p

D E

P A

E N

T O

F P

U B

W O

R K

. J E

R S

O N

E E

T , I

-4

N o.

B Y

N S

1 2 3 4 5 6 8 9 107

C R

O N

D R

A W

N B

D E

N E

D B

S H

C H

E C

K E

D B

P R

G S

R O

S U

N S

E T

S T

M O

N D

S T

A M

P B

S T

R O

S S

S E

O N

S S

E P

15+80623

15+87623

16+00623

16+03623

-1.50%-1.50%

40 30 20 10 10 20 30 40

C ro w n

O ff

B ac k_ C ur b

O ff

O ff -1

B ac k_

C ur b O ff -1

16+17622

40 30 20 10 10 20 30 40

R/W R/W

O ff

-3

O ff

-2

O ff

-1.5% 2.3% 0.4% 1.5%

-0.5% -0.8% 4.5% 1.6%

O ff

-2.2%

C = 41.78 F = 1.92

C = 73.09 F = 0.00

C = 59.98 F = 0.95

O ff

-2

O ff

-3

O ff

-4

O ff

-4

C = 83.43 F = 0.00

O ff

-2

O ff

-2

O ff

-1

O ff

-3

O ff

-1

O ff

-1

O ff

-1

O ff

2.2% 2.0% -0.3% 2.3% -2.1%

1.3% 1.8% 1.5%

3.4%-0.9% -0.5%

3.3%-0.3% -2.1% 1.1%

O ff

-3

O ff

C = 0.00 F = 0.00

0.6% 0.8%

U P u b lic

W o rk s\ C

A D

\P ro je ct s\ P ro je ct s\

S u n se t S tr ip

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Oct 23, 2026.