04 Project Log and Specs 2024-05 Leeson Avenue.pdf

Leeson Avenue Improvements

Railroad to 13th Street

CITY OF CADILLAC

DESCRIPTION OF WORK

This project consists of crushing and shaping the existing HMA surface, ditching and grading to remove the adjacent earth berm to improve roadside drainage, structure casting adjustments, HMA curb, concrete curb and gutter, HMA paving, pavement markings, and signing on Leeson Avenue from the railroad tracks north to 13th Street.

LOCATION MAP

CRITICAL STATIONING

The stationing used in this log is assumed based on aerial imagery and topographic survey. The Contractor shall field verify all dimensions and notify the Engineer of any discrepancies.

The construction centerline is the physical centerline of the existing road.

Sta 32+60 G.L.C. railroad tracks

Sta 32+72 POB – at existing HMA pavement joint

Sta 36+12.7 6th Street centerline; existing monument box

Sta 49+32.8 existing monument box

Sta 50+50 Mitner Street centerline

Sta 52+72 Frisbie Road centerline

Sta 62+31 POE – sawcut existing full width pavement

Sta 62+53 13th Street centerline; existing monument box

STANDARD PLANS & SPECIAL DETAILS

The improvements in this proposal shall be done in accordance with the Michigan Department of Transportation’s 2020 Standard Specifications and Supplemental Specifications and/or City of Cadillac specifications where applicable.

SOIL BORINGS AND/OR PAVEMENT CORES

The thickness of existing pavement is unknown. The underlying material will be inspected during crushing operations.

It is anticipated that existing crushed material may be used for any aggregate corrections if necessary. Density requirements per the MDOT Standard Specifications for Construction will apply.

MAINTAINING TRAFFIC

The project will be constructed part width utilizing traffic regulators. Contractor must ensure no traffic is held over the railroad tracks. The Railroad Flagger pay item is not needed for this project. The Contractor must maintain access for local residents and businesses at all times

PROPOSED IMPROVEMENTS AND PROJECT ITEMS OF WORK

Mobilization and Maintaining Traffic, Max. $30,000

Payment shall include cost for the mobilization and all maintaining traffic items.

This project will involve work within MDOT controlled railroad property. Work will begin at the existing pavement joint approximately 15’ from the rail.

An approved construction permit must be obtained prior to any work within 50 feet of the railroad tracks. See MDOT Form 0772 for details.

A railroad flagger is not included in this contract. Paving operations shall occur in the northbound direction for both lanes to avoid conflict with the railroad.

Erosion Control

Fabric drops shall be placed in all catch basins prior to crushing and shaping.

Excavation

Remove existing topsoil along the edge of the road and excavate for proposed widths as shown on the Proposed Typical Section.

Excavate for proposed swale ditch.

Additional grading will also be required in areas where no HMA curb is proposed to remove the earth berm that is built up. The width of this grading is estimated to be within 10 feet of the edge of existing asphalt.

Excavated material shall be removed from site and disposed of.

Restoration will be paid for separately.

HMA Base Crushing and Shaping

The existing asphalt surface and underlying aggregate material shall be crushed to approximately 6 inches deep. Adjust depth of crushing as necessary to avoid mixing sand subbase material.

Matching the existing HMA shall be done at a straight clean joint created by saw cut or approved method. All cost associated with saw cutting and grading throughout this project is considered included in payment for HMA Base Crushing and Shaping.

Grade and compact the crushed material as shown on the Proposed Typical Section.

Salvaging Crushed Material

Grade crushed material on approaches for a proposed butt joint and smooth transition to mainline. Excess crushed material generated on intersection and driveway approaches shall be salvaged and spread on the mainline section.

Crushed material may be used at other locations where grading aggregate is required prior to paving.

Utility Casting Adjustments

All manhole castings, and water valve boxes shall be adjusted to finish grade as directed by the Engineer prior to resurfacing.

Replace manhole castings with East Jordan SELFLEVEL® castings.

Replace water valve boxes with East Jordan SELFLEVEL® valve box risers.

Existing monument boxes shall be removed and salvaged for the City/Engineer to replace following construction completion.

Intersection and Driveway Improvements

All approaches shall be treated on a case by case basis, and the limits of work may be adjusted, as directed by the Engineer.

Concrete curb and gutter shall be saved at street intersections.

Crush existing HMA surfaces. Salvage and remove crushed material as necessary for proposed grades. Salvaged material to be used on mainline road section.

Gravel approaches shall be excavated to provide 6 inches of Class I aggregate and shall be paved with 2 courses of HMA, 4EML (paid for as HMA Approach). Excavation is for new aggregate base is included in payment for Excavation, Earth.

Remove and replace the existing curb and gutter at 13th Street intersection. New curb in the west quadrant shall be graded to flow to a new low point at the existing catch basin off 13th Street and an HMA spillway will be constructed. Adjust catch basin as necessary. Detail grades will be provided for construction.

Paving

Contractor must pave leveling course HMA within 10 days of crushing.

The new HMA surface will be approximately 3 inches higher than the existing surface.

HMA curb shall be constructed where existing and as directed by the Engineer.

Permanent Pavement Markings

The Contractor shall install temporary pavement markings at centerline following each day of paving, in accordance with section 812 of the Standard Specifications for Construction. It shall be the Contractor’s responsibility to ensure that all temporary pavement markings adhere to the pavement surface until permanent markings are installed.

All permanent pavement markings, shapes, and dimensions shall conform to the MDOT Pavement Marking standard plans and special details.

Proposed edge lines (11 foot offset from centerline) shall be painted at a 6 inch width.

Install railroad crossing markings and bike lane symbols as directed by the engineer.

Permanent Signing

Existing signs that are in poor condition, faded or missing will be replaced as directed by the Engineer.

New bike lane signs shall be installed.

The following are signs anticipated to be placed:

Sign Sign, Type

IIIB

Quantity

R3-17 (30” x 24”)

IIIA - 9 Sft

R8-3 (18”)

2.25 Sft 4

PROJECT QUANTITIES Quantities for payment will be field measured.

Mobilization & Maintaining Traffic, Max. $30,000 1 LSUM

Erosion Control, Inlet Protection, Fabric Drop 9 Ea

Post, Mailbox 7 Ea

Excavation, Earth 800 Cyd

Embankment, CIP 100 Cyd

HMA Base Crushing and Shaping 12,420 Syd

Salv Crushed Material, LM 100 Cyd

Curb and Gutter, Rem 175 Ft

Curb and Gutter, Conc, Det F4 175 Ft

Approach, Cl I 100 Ton

Approach, Cl II 100 Ton

HMA Approach 220 Ton

HMA, 4EML 2,100 Ton

Curb Slp, HMA 2,620 Ft

HMA Spillway 5 Syd

Shld, Cl II, 3 inch 540 Syd

Dr Structure Cover, Type Q – EJ SELFLEVEL 5 Ea

Dr Structure Cover, Adj, Case 1 5 Ea

Dr Structure Cover, Adj, Case 2 1 Ea

Gate Box Adj, Special 3 Ea

Slope Restoration 5,000 Syd

PROJECT QUANTITIES (continued)

Sign, Type IIIB 29 Sft

Post, Steel, 3 pound 56 Ft

Pavt Mrkg, Wet Reflective, Type R, Tape, 4 inch, Yellow, Temp 600 Ft

Pavt Mrkg, Waterborne, 6 inch, White 5,560 Ft

Pavt Mrkg, Waterborne, 4 inch, White 130 Ft

Pavt Mrkg, Waterborne, 4 inch, Yellow 2,075 Ft

Pavt Mrkg, Polyurea, Bike, Small Sym 6 Ea

Pavt Mrkg, Polyurea, Bike Thru Arrow Sym 6 Ea

Pavt Mrkg, Polyurea, Rt Turn Arrow Sym 1 Ea

Pavt Mrkg, Polyurea, Lt Turn Arrow Sym 1 Ea

Pavt Mrkg, Polyurea, Railroad Sym 1 Ea

Pavt Mrkg, Polyurea, 24 inch, Stop Bar 63 Ft

GENERAL NOTES

MISS DIG/UNDERGROUND UTILITY NOTIFICATION

For the protection of underground utilities and in conformance with MCL 460.171 et seq, the Contractor shall contact MISS DIG System, Inc. by phone at 811 or 800-482-7171 or via the web at either elocate.missdig.org for single address or rte.missdig.org, a minimum of 3 workdays prior to excavating, excluding weekends and holidays.

ADJUSTING MONUMENT BOXES

All government corners on this project shall be preserved by the Engineer prior to construction, whether shown or not. Remove and salvage all monument boxes for City/Engineer replacements.

SOIL EROSION MEASURES

Appropriate soil erosion and sedimentation control measures shall be in place prior to earth-disturbing activities. Place turf establishment items as soon as possible on potential erodible slopes as directed by the Engineer. Critical ditch grades shall be protected with high velocity mulch blanket as directed by the Engineer.

LAWN SPRINKLER SYSTEMS

Notify owners of existing lawn sprinkler systems and/or landscaping (in writing with a copy sent to the Engineer) two weeks in advance of any work to be done that will affect those systems and/or landscaping. If the property owner fails to relocate the lawn sprinkler system prior to the Contractor beginning work, and if the Contractor cuts the system during the construction, cap the system pipe and witness the location of the cap with a wooden stake for the property owner’s use. Place the salvaged sprinkler heads on the property owner’s property. If the property owner fails to relocate the landscaping prior to the Contractor beginning work, carefully salvage the landscaping items and stockpile them on the property owner’s property for the property owner. This work is included in other items of the project. Any other modification to the lawn sprinkler systems and/or landscaping, is the responsibility of the owner and is not part of this contract.

MAILBOXES

Mailboxes shall be relocated if they hinder proposed work. Prior to relocating any mailbox, the local post office shall be consulted by the Contractor to determine the best location for a temporary location. All affected residents must be notified prior to relocating their mailbox.

All moved mailboxes shall be replaced to their original locations by the Contractor.

SIGNS

All signs requiring relocation due to construction operations shall be salvaged and carefully protected to not damage the sign face. The signs will be reset by the Contractor at the location designated by the Engineer.

If existing regulatory signs (ie. stop signs) need to be relocated during the construction process, the Contractor is responsible for removing and immediately re-setting these signs, as approved by the Engineer.

Compensation for this work will be considered as having been included in other pay items.

SITE CLEANUP

The Contractor shall keep the work site clean of trash and other debris. At the end of each workday, the project shall be inspected, and all trash removed. No payment shall be made for this work.

TYPICAL SECTIONS

EX 1%-3% EX 1%-3%

HMA

EX 15' - 16'

HMA

EX 15' - 16'

HMA BASE CRUSHING AND SHAPING

32' PAY LIMITS OF

SHLDR

5'

SHLDR

7'

AGG

2'

HMA

5'

HMA

5'

EXISTING TYPICAL SECTION

PROPOSED TYPICAL SECTION

PROP 11' LANE

PROP 11' LANE

PROPOSED

EXISTING/

PROPOSED

EXISTING/

2% 2% 2% 2% 2%

EX 3"± HMA

EX 4"± AGGREGATE

CRUSHED MATERIAL

PROP 6"

3± ABOVE EX.

CROWN POINT

PROPOSED

(LT & RT)

SHLD, CL II, 3 INCH

No.

IDENT.

GRADE

PERFORMANCE

lbs/syd

RATE:

TOP COURSE AWI=260 MIN.

LEVELING COURSE

HMA, 4EML

HMA, 4EML

HMA BOND COAT FOR INFORMATION ONLY

64-28

64-28

0.05-0.15 gal/syd

REMARKS

HMA APPLICATION ESTIMATE

ITEM

64-28HMA APPROACH

T

L

APP 330 2 COURSES OF HMA, 4EML FOR INTERSECTIONS & COMMERCIAL DRIVEWAYS

EXCAVATION, EARTH EXCAVATION, EARTH

10'±

10'±

HMA CURB

EXISTING

SHOULDER

AGGREGATE

EXISTING BURIED A

AA

B

A

HMA CURB

CRUSH 32' WIDTH; INCLUDE ALL EXISTING

AS DIRECTED BY ENGINEER.

GRADE BERM FOR PROPOSED SWALE DITCH

EXCAVATE FOR PROPOSED DRIVE DETAILS

STRIP TOPSOIL PRIOR TO CRUSHING

B

LANE

BIKE

LANE

BIKE

EXCAVATION, EARTH

INCLUDED IN PAYMENT FOR

BY ENGINEER.

SWALE DITCH AS DIRECTED

REMOVE BERM AND GRADE

(TYP)

SLOPE RESTORATION

(WHERE DIRECTED BY ENGINEER)

1.5' WITH; 3" HEIGHT

CONSTRUCT HMA CURB

DATE: SHEET

BOICEDESIGN:

NONESCALE: CITY OF CADILLAC

LEESON AVENUE

IMPROVEMENTSP&N JOB: 2230213

5/20/2024

T

L

INTERSECTION DETAIL

EDGE OF PROPOSED MAINLINE HMA

ASPHALT

EXISTING

CURB AND GUTTER

SAVE EXISTING

FOR BUTT JOINT

SAWCUT EXISTING HMA

PROPOSED HMA APPROACH

GRADE;

SALVAGE CRUSHED MATERIAL FOR PROPOSED

OF EXISTING HMA APPROACH;

HMA BASE CRUSHING AND SHAPING

APPROACH DETAILS

PROPOSED DITCHING DETAIL

STA 53+35 TO STA 61+90 RT

STA 50+75 TO STA 52+00 RT

APPLIES: STA 51+00 TO STA 61+55 LT

STA 59+55 TO STA 61+60 LT

STA 36+45 TO STA 46+00 RT

APPLIES: STA 35+50 TO STA 50+10 LT

PROPOSED HMA CURB DETAIL

DATE: SHEET

BOICEDESIGN:

NONESCALE: CITY OF CADILLAC

LEESON AVENUE

IMPROVEMENTSP&N JOB: 2230213

5/20/2024

APP

EDGE OF SHLDR

1:4

2'

1:4

EXCAVATION, EARTH

GRADE TO EXISTING CATCH BASIN INLETS

OR AS DIRECTED BY ENGINEER

SLOPE RESTORATION

AGG

2'

B

B

B

4' MIN.1.5'

HMA SHOULDER

5'

1'

2.0%

4.0%

BOTH HMA COURSES)

(CONSTRUCT WITH

CURB SLP, HMA

SLOPE RESTORATION

EMBANKMENT, CIP

CRUSHED MATERIAL

PROP 6"

MATERIAL

CRUSHED

PROP 6"

CONC, DET F4

CURB AND GUTTER,

SLOPE RESTORATION

1:4

APPROACH DETAILS

13th STREET INTERSECTION DETAIL

EX POLE

TELE PED

EX POLE

EX HYDRANT

HANDHOLE

FIBER

PROPOSED CURB AND GUTTER DETAIL

VAR 8' - 4'

1'

1'

HMA, 4EML

HMA SPILLWAY DETAIL

DATE: SHEET

BOICEDESIGN:

NONESCALE: CITY OF CADILLAC

LEESON AVENUE

IMPROVEMENTSP&N JOB: 2230213

5/20/2024

FO

T

Hh

CURB AND GUTTER, CONC, DET F4

CURB AND GUTTER, REM

REMOVE AND REPLACE EXISTING CURB

DR STRUCTURE COVER

ADJUST

HMA SPILLWAY TO CATCHBASIN

AND CONSTRUCT

DUBB CURB

HMA CURB

PROPOSED

T

L

13TH STREET

L E

E S

O N

A V

E N

U E

N

AGGREGATE DRIVEWAY DETAIL

IN PROPOSED HMA CURB SECTION

AGGREGATE DRIVEWAY DETAIL

ASPHALT DRIVEWAY DETAIL

DRIVEWAY DETAILS

DATE: SHEET

BOICEDESIGN:

NONESCALE: CITY OF CADILLAC

LEESON AVENUE

IMPROVEMENTSP&N JOB: 2230213

5/20/2024

1' THROUGH DRIVE OPENING

EXTEND MAINLINE PAVING WIDTH

EDGE OF PROPOSED HMA

AGGREGATE

EXISTING

S H

L D

R

A G

G

MATCH EX WIDTH

ENGINEER

DIRECTED BY

LENGTH AS

15' OR

15'

R (T

Y P

AGGREGATE

EXISTING

MATCH EX WIDTH

15'

R (T

Y P )5

PROPOSED HMA CURB

T

L

SHLD, CL II, 3 INCH

MAINLINE AGGREGATE SHOULDER

PLAN QUANTITY ESTIMATED ON 4" DEPTH

TO MATCH EXISTING)

(BLEND PROPOSED AGGREGATE

APPROACH, CL II

PLAN QUANTITY ESTIMATED ON 4" DEPTH

TO MATCH EXISTING)

(BLEND PROPOSED AGGREGATE

APPROACH, CL II

ENGINEER

AS DIRECTED BY

5' LENGTH OR

PAID FOR AS EXCAVATION, EARTH)

(EXCAVATION FOR NEW HMA SECTION

HMA APPROACH

AND

APPROACH, CL I, 6 INCH

EDGE OF PROPOSED HMA

AGGREGATE

EXISTING

S H

L D

R

A G

G

MATCH EX WIDTH

ENGINEER

DIRECTED BY

LENGTH AS

15' OR

15'

R (T

Y P

SHLD, CL II, 3 INCH

MAINLINE AGGREGATE SHOULDER

PROPOSED HMA APPROACH

GRADE;

SALVAGE CRUSHED MATERIAL FOR PROPOSED

OF EXISTING HMA APPROACH;

HMA BASE CRUSHING AND SHAPING

APP

APP