CURB CUTS AND HANDICAP RAMP...

ADDENDUM NO. 1 TO THE CONFORMED PROJECT MANUAL

CURB CUTS AND HANDICAP RAMP RECONSTRUCTION

for

JERSEY SHORE BOROUGH

Project No. 17-675

Date of Addendum: June 1, 2017

Date of Bid Receipt: June 12, 2017 (NO CHANGE)

Time of Bid Receipt: 1:00 p.m. (EDT) (NO CHANGE)

Date of Bid Opening: June 1, 2017 (NO CHANGE)

Time of Bid Opening: 1:00 p.m. (EDT) (NO CHANGE)

To All Bidders:

Bidders for the above named project shall take note of the following changes, additions, deletions, clarifications, etc., to the Conformed Project Manual, which shall become a part of and have

precedence over anything contrarily shown on or described in the Conformed Project Manual, and all such shall be taken into consideration and shall be included in the Bid Proposal.

This Addendum is hereby made a part of the Conformed Project Manual on which this contract will

be based and is issued to modify, explain, and/or correct the original Conformed Project Manual. Bidders are advised to attach this Addendum to your Conformed Project Manual and submit bids

and be otherwise governed accordingly.

Bidder must acknowledge receipt of this Addendum on page 00300-2 of the PROPOSAL Forms.

Please see the attached pages.

William M. Scott, PE CME Project Manager

Associate

Jersey Shore Borough Curb Cuts and Handicap Ramp Reconstruction

17-675 6/01/2017 of 4

Concerning the Contract Drawings:

SHEET No. 1: Curb Cuts and Handicap Ramp Reconstruction Site Plan & Details REVISE AS NOTED BELOW:

Revised Elm & Walnut Street site plan and pavement restoration detail.

Clarifications from Pre-Bid Meeting and Site Visit:

1. Pavement Restoration -- HMA 9.5mm surface course will only be placed at Elm & Walnut Street, all

other locations to use 25mm base course instead of surface course.

2. Specification 01150, 1.05 General Notes; Item 9 - disregard cofferdam.

3. Borough will not accept demolition concrete or millings.

4. Walnut & Elm Street – Northwest ramp will also be replaced.

5. Oliver & Walnut Street – South side 2 ramps are Base Bid Item, North side 2 ramps are Alternate Bid

Item.

6. SEDA-COG – provides project sign.

7. No flowable fill allowed for subbase.

8. Stone under walks to be 2A, not crusher run.

9. TIF designs were completed, reviewed and approved by a 3rd party engineer.

10. Use red, cast-in-place Detectable Warning Surface Tile.

11. Bidders need to have either purchased bid documents from Bassett Engineering or submit their bids

on PennBid. Bidders may not download bid forms from PennBid and submit hard copies of these at the bid opening. Bid forms downloaded on PennBid need to be submitted on PennBid and bid forms

purchased from Bassett Engineering may be submitted at the bid opening.

12. The project is anticipated to be awarded at the June 12th Borough Council meeting. Contracts will be

prepared after this and a notice to proceed will be given the following week. Construction needs to

be completed before August when a street project will commence.

End of Addendum Number 1


17-675 6/01/2017 of 4

PRE-BID CONFERENCE MEETING MINUTES

June 1, 2017

Jersey Shore Borough

Curb Cuts and Handicap Ramp Reconstruction

Attendees: Bill Scott – Bassett Engineering, Inc.

Joseph Hamm – Jersey Shore Borough

James Brent – Glenn O. Hawbaker, Inc.

Jason Metzger – HRI, Inc.

Clay Kantz, Joyce Seno – Midstate Paving

Jamie Wacker – James Wacker, LLC Excavating

Matt Zinchini – Winfall Engineering

Agenda: Bill Scott started the meeting by reviewing the pre-bid agenda

1. Bid Opening 6/12/2017 @ 1 p.m. (@ Jersey Shore Borough Municipal Building)

a. Receive Bids up to 1 p.m. (@ Municipal Building or PennBid website)

b. Bid Bond 10%

c. Notice to Proceed 6/19/17 (anticipated)

2. Bid Form distributed with Contract Documents:

a. Bids will only be accepted from interested parties who have either purchased the

Conformed Project Manual from Bassett Engineering or those bidding online through the PennBid website.

3. Bid award to lowest responsive & responsible bidder:

a. Responsive – complete, correct bid package

b. Responsible – work history

4. Contract:

a. Contract Time: 45 days

b. Performance, Payment and Maintenance Bonds: 100% each

c. Liquidated Damages: one (1) to fifteen (15): $200 per calendar day; sixteen (16) to

thirty (30): $500 per calendar day; greater than thirty (30): $1,000 per calendar day

d. General Contractor must complete 50% of field labor with his own forces

e. Davis-Bacon Wages must be paid

5. Payment:

a. Monthly progress payments. Borough Council meets monthly the 2nd Monday. Pay

Application due to Engineer two (2) weeks in advance.

b. 10% retainage until Final Completion.


17-675 6/01/2017 of 4

6. Contract and Bid Item explanations:

a. Curb Cuts and Handicap Ramp Reconstruction: The Work covered under this

section shall consist of:

Removing the existing sidewalk and curb areas as designated on the plan and

installing approximately fifteen (15) new ADA-compliant handicap access concrete curb ramps with detectable warning surface at various intersections with associated

site clearing, traffic control and pavement and lawn restoration.

Lump Sum Base Bid Items

101: Walnut Street and Elm Street – 3 curb cuts

102: Oliver Street and Locust Street – 4 curb cuts

103: Oliver Street and Walnut Street – 2 curb cuts

104: Bastress Street and Locust Street – 2 curb cuts (South side)

Lump Sum Add Alternate Bid Items

201: Bastress Street and Walnut Street – 2 curb cuts

202: Oliver Street and Walnut Street – 2 curb cuts (North side)

7. Mobilization: Includes demobilization, storage, insurance, bonds, etc.

8. Limits of Work – No work shall be permitted outside the Borough’s Property. No equipment and

materials shall be stored, and sheds or storage trailers shall be placed outside of the Contract Limits.

9. Successful bidder shall submit construction schedule.

10. Addendum Item(s):

a. Pre-bid meeting minutes.

b. Contract Drawing

11. CDBG Requirements – Kristin McLaughlin (SEDA-COG), [email protected],

570-524-4491

12. A Site tour was conducted at the end of the meeting.

mailto:[email protected]

S

ELM & WALNUT

OLIVER & LOCUST

OLIVER & WALNUT

BASTRESS & LOCUST

BASTRESS & WALNUT

WV

D

Y

H

WV

S

CONC. STEPS

P

O

R

C

H

C

O

N

C

. S

ID

E

W

A

LK

CONCRETE CURB

CO

NC

. S

IDE

W

ALK

CO

NC

. S

ID

EW

ALK

CO

NC

. S

IDE

W

ALK

CO

NC

. W

ALK

OU

T

CO

NC

. S

ID

EW

ALK

MB

STUMP

CO

NC

. W

ALK

OU

T

CO

NC

. W

ALK

OU

T

GRAVEL RESTORATIO

N

CONCRETE CURB

CONCRETE CURB

WOOD STEPS

NOTE 5

NOTE 4

W

ALN

UT STREET

E

L

M

S

T

R

E

E

T

NOTE 7

NOTE 3

NOTE 3, REPLACE

SIDEWALK TO EX.

CONCRETE STEPS

NOTE 3

NOTE 12 (TYP.)

37'

41'

2'

NOTE 3, REPLACE SIDEWALK

TO EX. CONCRETE WALKOUT

1' TRANSITION TO

MATCH EX. REVEAL,

REPLACE CURB TO

END OF RADIUS

1' TRANSITION TO

MATCH EX. REVEAL,

REPLACE CURB TO

END OF RADIUS

1' TRANSITION TO

MATCH EX. REVEAL,

REPLACE CURB TO

END OF RADIUS

LOCR

LOCR

LOCR

LOCR

LOCR

NOTE 3

LOCR

NOTE 5

NOTE 8

LOCUST

STREET

BASTRESS STREET

NOTE 3

NOTE 3

NOTE 12

NOTE 12

16'

20'

LOCR

LOCR

LOCR

S

WV

WV

WV

D

Y

H

WV

NOTE 6

SLA

TE

SLA

TE

WALNUT STREET

OLIVER STREET

CONCRETE SIDEWALK

NOTE 6

STEPS

CONCRETE SIDEWALK

CONC.

PAD

CONC. CURB

CONC. CURB

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONC. STEP

PORCH COLUMN

IN SIDEWALK

STEPS

PORCH

PORCH

CHURCH

PO

RC

H

1' TRANSITION FROM

0-EXISTING CURB

REVEAL, REPLACE CURB

TO END OF RADIUS

DOWNSPOUT

TRENCH DRAIN

NOTE 3

NOTE 3

NOTE 3

MB

CONC. CURB

DOWNSPOUT

TRENCH DRAIN

NOTE 3

NOTE 12 (TYP.)

5'

7'

15'

10'

17'

14'

7'

10'

1' TRANSITION FROM 0 TO

EXISTING CURB REVEAL,

REPLACE CURB TO END OF

RADIUS

1' TRANSITION FROM

0-EXISTING CURB REVEAL

REPLACE TO END OF RADIUS

NOTE 3

LOCR

LOCR

LOCR

LOCR

LOCR

LOCR

LOCR

WV

S

WV

D

Y

H

WV

NOTES 4 & 5

NOTE 5

WALNUT STREET

BASTRESS STREET

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CO

NC

RE

TE

S

ID

EW

ALK

NOTE 3

NOTE 3

NOTE 12

NOTE 12

1' TRANSITION FROM

0-6" REVEAL

18'

10'

24'

1' TRANSITION FROM

0-EXISTING REVEAL

1' TRANSITION FROM

0-EXISTING REVEAL

NOTE 3

REPLACE HYDRANT PAD TO ALIGN

WITH NEW SIDEWALK ELEVATION

LOCR

LOCR

LOCR

LOCR

WV

WV

S

S

NOTE 6

NOTE 5

LOCUST STREET

OLIVER STREET

NOTE 3

NOTE 3

CONCRETE SIDEWALK

CONC. CURB

STEP (TBR)

CONC. CURB

CONC. CURB

NOTE 12 (TYP.)

13'

9'

NOTE 3

NOTE 3

CONC. CURB

1 TRANSITION FROM

DEPRESSED CURB TO

EXISTING REVEAL

1' TRANSITION FROM

DEPRESSED CURB TO

EXISTING REVEAL

1 TRANSITION FROM

DEPRESSED CURB TO

EXISTING REVEAL

12'

8'

NOTE 3

17'

20'

LOCR

LOCR

LOCR

LOCR

LOCR

LOCR

LOCR

COPYRIGHT 2017 BASSETT ENGINEERING ALL RIGHTS RESERVED

c

WITHOUT THE CONSENT OF BASSETT ENGINEERING IS PROHIBITED.

DESIGNATED HEREON. MODIFICATION, REVISION, DUPLICATION OR USE

PLAN IS PREPARED SPECIFICALLY FOR THE CLIENT AND PROJECT

SHOULD BE CONSIDERED OFFICIAL AND RELIED UPON BY USER. THIS

ONLY THOSE PLANS INCORPORATING THE SIGNED PROFESSIONAL SEAL

PLAN

NORTH

UTILITY NOTIFICATION

PER REQUIREMENTS OF PENNSYLVANIA ACT 287

AND SUBSEQUENT AMENDMENTS

NOTIFICATION WAS MADE TO THE PA ONE CALL

SYSTEM (POCS) BY BASSETT ENGINEERING INC.

SERIAL NUMBERS 20171291954-000,

20171291973-000, 20171291976-000,

20171291979-000, 20171291980-000,

20171291981-000.

PA ONE CALL 1-800-242-1776

CONTRACTOR IS ADVISED THAT PENNSYLVANIA LAW REQUIRES POCS BE

CONTACTED 2 BUSINESS DAYS PRIOR TO INITIATING AND EXCAVATION OF

DEMOLITION ACTIVITIES FOR THIS PROJECT.

PROJECT NO.

SHEET NUMBER

DRAWING FILE

SHEET TITLEPROJECT TITLE

DATE:

DATE:

DATE:

DATE:DESIGN BY:

CHECKED BY:

DRAWING BY:

CHECKED BY:

DATE:SURVEY BY:

DESCRIPTION

REVISIONS

NO. DATE

OF 1

17-675

CURB CUTS AND HANDICAP RAMP RECONSTRUCTION

JERSEY SHORE BOROUGH

LYCOMING COUNTY, PA

Site Plan

KAM 5/21/2017

WMS 5/21/2017

KAM 5/21/2017

WMS 5/21/2017

SH/KM 4/21/2017

ADDENDUM #1 - REVISE SITE PLAN AND PAVEMENT RESTORATION DETAIL1 6/2/2017 BassettEngineering

(570) 368-2131 bassetteng.com

1440 BROAD STREET MONTOURSVILLE PA 17754

SITE PLAN & DETAILS

F

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REGISTERED

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ENGINEER

PROFESSIONAL

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P

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LY

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WILLIAM M. SCOTT

PE073262

0

Scale 1" =

20' 20' 60'40'

20'

Scale 1" = 500'

500' 500'0

1

GENERAL NOTES:

1. Construction on this project shall implement the following PennDOT Roadway Construction Standard

Details:

RC-20M CONCRETE PAVEMENT JOINTS

RC-21M REINFORCED CONCRETE PAVEMENT

RC-24M PAVEMENT RELIEF JOINT

RC-27M PLAIN CONCRETE PAVEMENT

RC-64M CURBS & GUTTERS

RC-65M CONCRETE MOUNTABLE CURBS

RC-67M CURB RAMPS AND SIDEWALKS

2. The referenced roadway construction details can be downloaded from

https://www.dot.state.pa.us/public/bureaus/design/pub72m/toc-index-chg1.pdf.

3. Limit of sidewalk replacement. Construction limits shall be assumed to be at the nearest pavement joint to

the limits shown on these plans.

4. Compliance with ADA standards is Technically Infeasible (TIF) in this area. Sidewalk slopes exceed ADA

standards.

5. Type 1A ramp as depicted on Sheet 2 of RC-67M.

6. Type 1A ramp as depicted on Sheet 3 of RC-67M.

7. Construct cheek wall. Top of wall to match existing lawn adjacent to back of sidewalk.

8. Sidewalk outside reconstruction area shall be removed and not replaced.

9. The contractor shall paint curbs yellow in on all curb areas that were painted yellow prior to demolition.

10. Hatching denotes limit of sidewalk replacement. Where sidewalk replacement abuts curbing, curbing shall

also be replaced.

11. All water valve boxes, and other existing structures affected by the proposed construction shall be adjusted

to match the proposed pavement grades.

12. Install detectable warning surface as shown.

13. Expansion material shall be provided between all retaining structures and sidewalks.

14. LOCR = Limit of Curb Removal. New curb shall match existing curb reveal at the limit of curb removal.

N.T.S

CONCRETE SIDEWALK SECTION

CLASS "A" CONCRETE

4" (TYP.), 6" IN DRIVEWAY AREAS

6" WELL COMPACTED 2A MODIFIED STONE

2% MAX. CROSS SLOPE

Notes:

1. Sidewalk shall have tooled 1/4" deep expansion joints spaced equal to the sidewalk

width.

2. A full depth pavement joint shall be provided every 20' and at the beginning of

transitions from 4" to 6" pavement thickness.

3. 6" pavement thickness shall be provided at points where driveways cross the sidewalk.

6" thick concrete shall be Class "AA".

4. A 5' transition shall be provided when the sidewalk thickness changes from 4" to 6".

4 x 4 x W5.5 WWF

EXISTING GROUND (COMPACTED TO 95% DENSITY)

OVERALL SITE PLAN

SITE PLAN - BASTRESS & LOCUST

SITE PLAN - BASTRESS & WALNUT

SITE PLAN - OLIVER & WALNUT

SITE PLAN - OLIVER & LOCUST

SITE PLAN - ELM & WALNUT

2'-0" MAX.

ROADWAY EXCAVATION & RESTORATION

VARIES

SLOPE VARIES

HOT MIX ASPHALT SURFACE

COURSE, 9.5 MM, 1.5" THICK

HOT MIX ASPHALT BASE

COURSE, 25 MM, 4" THICK

PRIME COAT

SAWCUT EXISTING PAVEMENT

FULL DEPTH, APPLY TACK COAT

WELL-COMPACTED SOIL SUB-GRADE

WELL-COMPACTED PENNDOT 2A MODIFIED STONE, 6" THICK

SEAL PAVEMENT JOINT

PLAIN CEMENT CONCRETE CURB

(CURB REVEAL VARIES)

CONCRETE SIDEWALK (SEE DETAIL)

N.T.S

PAVEMENT RESTORATION DETAIL

PROPOSED SIDEWALK

DOWNSPOUT TRENCH DRAIN

N.T.S

DOWNSPOUT TRENCH

DRAIN DETAIL

5' TO NEXT

JOINT (TYP.)

Notes:

1. Sidewalk trench drains shall be provided at all locations where existisng

building downspouts discharge via piping through the existing curb.

2. Downspouts shall be connected to trench drains using trench drain

manufacturer's couplings.

3. Trench drain subgrade shall be at least 6", but not less than the

manufacturer's specifications.

4. Trench drains shall be Polylok (SKU 164) or approved equal and shall be

installed per manufacturer's specifications.

TRENCH DRAIN SUBGRADE

FACE OF CURB

PIPE THROUGH CURB

GUTTER LINE

NEW STREET PAVEMENT

SECTION THROUGH SIDEWALK

FACE OF CURB SECTION

NOTES:

1. Suitable native material shall

be used for backfill above pipe

bedding to grade.

2. In lawn areas backfill trench

with native material to 3"

above existing grade and seed

according to specifications.

3. All material gradations must be

in accordance with PennDOT

Publication 408.

4. The trench dimensions identify

the minimum amount of pipe

bedding material required to

protect the pipe. If the

excavation of a wider trench is

necessary, there will be no

adjustment in the quantities

paid for.

N.T.S

EXISTING GRADE

12"

O.D.

12"

VARIES

6" MIN.

O.D.

12" MIN.

24"

SUITABLE

NATIVE

MATERIAL

3" WIDE

WARNING

TAPE

A.A.S.H.T.O.

#57 STONE

UNDISTURBED

SOIL OR ROCK

TYPICAL TRENCH SECTION - PLASTIC PIPE

TRENCH LIMITS

Notes:

1. HMA Surface Course, 9.5 mm will only be placed at the restoration of the curb

improvements at the intersection of Elm and Walnut Street. All other locations will be

restored using HMA Base Course, 25 mm to the depressed curb and adjacent pavement

elevations.

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