state of new york engineering division march 13, 2020

STATE OF NEW YORK

DEPARTMENT OF TRANSPORTATION ENGINEERING DIVISION

ALBANY, NEW YORK

MARCH 13, 2020 AMENDMENT NO. 7 TO:

D264169 F. A. PROJECT ULSTER COUNTY PIN 8808.62

IN THE LETTING OF APRIL 29, 2020

NOTICE TO PROSPECTIVE BIDDERS

1. The letting for this contract has been rescheduled to APRIL 29, 2020 and an amended Project Bid file will be posted at: https://www.dot.ny.gov/bids-and-lettings/construction-contractors/electronic-bid-system/expedite-download-center . Bidders are authorized to change the cover of the Contract Proposal to read LETTING OF APRIL 29, 2020.

2. The Supplemental Information Available to Bidders for the contract has been updated. Quantity Workups have been provided for Items 201.06, 556.0202, 581.01, 645.5101, and 645.5102. An additional Load Rating Analysis has been provided. The Supplemental Information files have been posted at: https://www.dot.ny.gov/portal/page/portal/doing-business/opportunities/const-notices

3. The Pay Items listed below are hereby added to the Contract Proposal. Special

Specifications are attached for items marked with an asterisk. BE SURE TO RETURN PAGE 47A1 WITH YOUR BID.

PAY ITEMS 201.06 (LS)

645.5102 (SF)

1/17

4. Change the ESTIMATE QUANTITIES for the following items:

ITEM NO. UNIT QUANTITY 556.0202 LB 26,918 581.01 SF 24,620 645.5101 SF 6

The Bidder shall CROSS OUT the ESTIMATE QUANTITIES for the above items now shown in the Contract Proposal and SUBSTITUTE the above quantities for the appropriate item with the bid based on the above quantities.

If the Bidder fails to make these changes the Department will do so and adjust the AMOUNT BID and the TOTAL BID accordingly.

5. Proposal page replacements are summarized in the following table:

Old Prop. Page # New Prop. Page # Description of Changes

5 5A1 Revised point distribution for Technical Submission in Scoring Criteria Table

6A1 6A2 Revised point distribution for Technical Submission components

7 7A1 Revised point distribution for Technical Submission components

8 8A1 Revised point distribution for Technical Submission components

11 11A1 Revised Anticipated Award Date in Table SCD-1 and Table SCD-2

255A1 & 256A1 255A2 & 256A2 Revised Basis of Payment

6. Plan sheet replacements are summarized in the following table:

Old Plan Sheet # (Replacement or Deleted Sheets

Only)

New Plan

Sheet #

Dwg. # Description of Changes

3A2 3A3 GN-01 Added total length of suspender rope for estimating purposes.

38 38A1 SP-04 Clarified payment of signage

126 126A1 ST-50 Updated gap dimension in Section E-E Updated depth of gatherer in Section C-C

154A1 154A2 S15 Updated wire mesh coating

171 171A1 ST-75 Updated subtotal quantities for epoxy coated bars (Item 556.0202)

173 173A1 ST-77 Clarified payment of deck slab and concrete barrier reinforcement

D264169

2/17

7. The following table lists changes to the ROW anticipated date of availability on theContract Plan sheets indicated. CROSS OUT the previous date of availability andSUBSTITUTE the revised date of availability as listed in the table.

PLANSHEET # MAP PARCEL PREVIOUS DATE

OF AVAILABILITY

REVISED DATE OF

AVAILABILITY 4A1 65 83 2/28/2020 3/13/2020 4A1 66 84 2/28/2020 5/31/2020 4A1 66 85 2/28/2020 5/31/2020 4A1 67 86 2/28/2020 3/13/2020 28 65 83 2/28/2020 3/13/2020 28 66 84 2/28/2020 5/31/2020 28 66 85 2/28/2020 5/31/2020 29 67 86 2/28/2020 3/13/2020 30 65 83 2/28/2020 3/13/2020 30 66 84 2/28/2020 5/31/2020 30 66 85 2/28/2020 5/31/2020 32 67 86 2/28/2020 3/13/2020

8. The following table lists changes to the ROW anticipated date of availability in theProposal. On Contract Proposal page 84 CROSS OUT the previous date of availabilityand SUBSTITUTE the revised date of availability as listed in the table.

MAP NO. PARCEL

NO. REPUTED OWNER

PREVIOUS DATE OF

AVAILABILITY

REVISED DATE OF

AVAILABILITY 65 83 Joann Myers 2/28/2020 3/13/2020 66 84 City of Kingston 2/28/2020 5/31/2020 66 85 City of Kingston 2/28/2020 5/31/2020

67 86 AARJEN

Development Corp.

2/28/2020 3/13/2020

PLEASE BE GOVERNED ACCORDINGLY WHEN SUBMITTING BIDS.

D264169

3/17

Project ID: Proposal ID:880862 D264169

ProposalLine

Number

Item IDDescription

ApproximateQuantity and

Units

Unit Price Bid Amount

Dollars Cents Dollars Cents

BidReq.Code

0400

_________._____

201.06 1.000

_________._____CLEARING ANDGRUBBING

LS

0402

_________._____

645.5102 55.000

_________._____GROUND-MOUNTED SIGNPANELS LESS THAN OREQUAL TO30 SF, WITH Z-BARS

SF

47A1D264169

4/17

SPECIAL NOTE BEST VALUE SUBMISSION

Wurts Street Bridge Rehabilitation – Structural Steel Replacements and Repairs, Anchor Repairs, & Concrete Repairs PIN 8808.62

After letting, communication on this procurement can be made to the Department’s Designated Representative listed below:

Chris Nebral Re: “Wurts Street Bridge Rehabilitation – Structural Steel Replacements and Repairs, Anchor Repairs, & Concrete Repairs, D264169, PIN 8808.62” Contract Management Bureau New York State Department of Transportation 50 Wolf Road, 6th Floor Albany, NY 12232 Email: [email protected]

3. BEST VALUE SELECTION SCORING CRITERIA

A Selection Committee will evaluate all Best Value Submissions on a 50-50 Cost-Technical basedweighting, according to the following criteria:

Best Value Selection Scoring Criteria

Description Final Weight of

Cost Cost (50%) Cost Bid Proposal 50 points

Description Final Weight of

Technical

Technical (50%) Technical Submission 50 points Schedule 15 points Construction Approach 15 points Experience & Past Performance

20 points

Total 100 points

The Best Value is determined through an integrated assessment and analysis among identified evaluation criteria. After all Technical Submissions are evaluated, they will be ranked by total Technical score. The minimum acceptable combined score for the above Technical Submission criteria is 30 points (60 percent of 50 potential points). Technical Submissions scoring less than this will be removed from further consideration.

3.1 COST BID PROPOSAL SUBMISSION – 50 points (50%)

A total of 50 Cost Points will be assigned to the Contractor with the lowest total Cost Bid Proposal Submission. Remaining bids will receive Cost Points based on the percentage by which their Cost Bid exceeds the lowest Cost Bid. These Cost Points encourage proposals with the lowest Cost.

Cost Bid Proposal Submissions shall be submitted in accordance with the Important Bidder Information in the contract proposal (inside cover of Proposal Book 2). Refer to Section 1 for submission location and format.

5A1D264169

5/17



3.2 TECHNICAL SUBMISSION – 50 points (50%)

All Technical Submissions shall be in conformance with NYSDOT contract document plans and specifications for this project. However, where the Proposer’s Technical Submission presents Means and Methods of a higher quality than that shown elsewhere in the contract documents, and the Department has accepted the proposed change to the Means and Methods to that of a higher quality, the Proposer’s Technical Submission will take precedence for that specific higher quality Means and Methods, as applicable. This should not be construed as changing the requirement that submissions shall be in conformance with NYSDOT contract document plans and specifications for this project. No submission should rely on a grant of Value Engineering Change Proposal (VECP), as described in NYSDOT Standard Specifications Section 104-10. Submissions relying on VECPs may be deemed non-responsive.

3.2.1 SCHEDULE – (15 Points)

The Department will evaluate the proposer’s duration for Substantial Completion Milestone (Table SCD-2) submitted in accordance with the Gantt Chart and Construction Schedule Narrative for accurate, consistent and obtainable dates. Form SCD values shall correspond with appropriate milestones in the Gantt Chart.

a. FORM SCD (8 Points)

The Technical Submission will be scored based on a combined schedule consisting of Substantial Completion Milestone Date. Using Form SCD, submit the Schedule of Contract Durations in Tables SCD-1 and SCD-2.

The Contractor shall submit an overall schedule starting 10 days following the anticipated Contract Award Date to Project Completion Date (Table SCD-1). The Project Completion Date is defined in Form SCD, Note 1.

Contractor’s proposed Project Completion Date shall be no later than the completion date indicated on Form SCD, Note 1. Submissions later than this date will be deemed non-responsive.

The Contractor shall submit an overall schedule starting 10 days following the anticipated Contract Award Date to Substantial Completion Milestone Date (Table SCD-2). The Substantial Completion Milestone Date is defined in Form SCD, Note 3.

A possible 8 Technical Points may be assigned for Substantial Completion Milestone Date. The Construction Schedule criteria (Form SCD, Table SCD-2) will be calculated and evaluated by the Contract Management Bureau using the following table:

Actual Date of Substantial Completion (SCD-2)

Technical Points

4/1/22 or earlier 8 4/2/22 to 5/1/22 6 5/2/22 to 6/1/22 4

6A2D264169

6/17



b. GANTT CHART & CONSTRUCTION SCHEDULE NARRATIVE (7 points):

The Contractor shall submit a construction schedule using Primavera P6, MS Project or any other project scheduling software program. The construction schedule shall be for the work to be performed from the execution of the contract (for purposes of preparing a schedule, the anticipated award date is June 24, 2020) up to and including Project Completion Date. The construction schedule shall include a start date and the durations in days for all major construction activities, as well as a detailed work plan with a hierarchical breakdown of work scope by construction stage, location, type and major work task. All constraints and provisions included in the contract documents shall be considered in the Construction Schedule Narrative and Gantt Chart. Indicate a clear methodology and approach to constructing the project and minimizing the impact to the traveling public.

The Gantt Chart shall show all activities grouped by work breakdown structure (WBS), activity ID, activity name, activity start date, activity finish date, activity duration (days), logic (predecessors and successors), and float. The Gantt Chart should also show the activities that are in the critical path. An example of a typical Gantt Chart is provided in this note as a reference.

The Gantt Chart submittal shall conform with the number of calendar days on Form SCD and shall include the following information, at a minimum:

Contract Award Date; Contractor’s First Day of Work; Mobilization; Begin and end dates of each phase of work. The following major work elements are

required as part of the Contractor’s schedule and defined in the contract document:1. Anchorage eyebar rehabilitation2. Anchorage reconstruction3. Anchorage dehumidification4. Deck replacement5. Barrier replacement6. Sidewalk and railing replacement, including ADA upgrades7. Steel repairs of floor system (stringers and floor beams)8. Steel repairs of stiffening truss (gusset plates and miscellaneous steel)9. Replacement of suspender ropes10. Replacement of tower pin and link assemblies11. Tower anchor bolt replacement12. End bearing and pedestal repairs13. Expansion joint replacement14. Cleaning and painting of stiffening truss15. Inspection access improvements (handlines, stanchions, access platforms)16. Replacement of roadway lighting17. Replacement of navigation lights18. Installation of decorative lighting on cables and towers

7A1D264169

7/17



Substantial Completion Milestone – Transfer all vehicular and pedestrian traffic into itsfinal configuration with no further impacts at any time;

Demobilization; Contractor’s proposed Project Completion Date.

A possible total of 7 Technical Points for Construction Schedule Narrative, including the Gantt Chart, will be assigned to the Contractor based on the criteria in this section. This encourages proposal submissions with the best understanding of sequencing the work operations and comprehensive schedules.

The Contractor shall provide a Construction Schedule Narrative explaining the sequencing and phasing of work, tasks, number of work crews, a summary of the personnel that make up each work crew, type of equipment, logic and any assumptions presented in the schedule. There should be a direct correlation between the Construction Schedule Narrative and the Gantt Chart submitted. In addition, describe factors limiting schedule flexibility or acceleration and potential remedies.

The Gantt Chart shall be limited to no more than 10 pages. The Construction Schedule Narrative shall be limited to no more than 6 pages.

3.2.2 CONSTRUCTION APPROACH – 15 Points

The Contractor shall provide a detailed description of the Construction Approach. A possible total of 15 Technical Points will be assigned to the Contractor. This description should include written narrative, graphic inserts, charts, and tables as necessary to effectively communicate the approach to the work. The description should address the following items in the same order as shown:

a. Describe the means and methods, including any approvals and construction management,planned to perform the major work elements and discuss how the approach chosen benefits theDepartment and why it is the best solution for constructing the project elements.

b. Using Form RR, list any potential issues and risks that your firm foresees with this project,describe the impact of the risk and the means your firm intends to use to mitigate the risk andminimize impacts to the project. Using Form RR, assign a Level of Impact for each identifiedrisk and a Probability Score. Compute the Risk Score Escalation Number by multiplying theLevel of Impact times the Probability Score.

The Contractor will be scored based on meeting the criteria described above. The Construction Approach shall be limited to no more than 10 pages (including the number of pages necessary for Form RR).

3.2.3 EXPERIENCE & PAST PERFORMANCE – 20 Points

The Contractor shall provide detailed Experience & Past Performance information. A possible total of 20 Technical Points will be assigned to the Contractor based on meeting the criteria described below. The objective of the Experience & Past Performance criteria is to identify proposers with companies that have relevant experience and have successfully completed projects on time and under budget, including projects that were similar in scope (including rehabilitation of steel suspension bridges), size and complexity as this Project, as well as proposers having a successful track record with respect to M/WBE/DBE provisions.

8A1D264169

8/17



FORM SCD

SCHEDULE OF CONTRACT DURATIONS

Table SCD - 1

PROJECT COMPLETION DATE D264169 – Wurts Street Bridge Rehabilitation – Structural Steel Replacements and Repairs,

Anchor Repairs, & Concrete Repairs

ACTIVITY ANTICIPATED

AWARD

DURATION (Calendar Days starting 10 days

after award)

CONTRACTOR’S PROPOSED PROJECT COMPLETION DATE

(MM/DD/YYYY)

LIQUIDATED DAMAGES

AMOUNT (PER DAY)

(See Note 2)

PROJECT COMPLETION

(See Note 1)

06/24/2020 (See Note 4)

To ensure consistency and accuracy, NYSDOT will

calculate the Duration based on the Project

Completion Date submitted by the

Contractor

As per Section 108-03 of the NYSDOT Standard

Specifications

Table SCD - 2

SUBSTANTIAL COMPLETION MILESTONE DATE

D264169 – Wurts Street Bridge Rehabilitation – Structural Steel Replacements and Repairs, Anchor Repairs, & Concrete Repairs

MILESTONE

ANTICIPATED AWARD

DURATION

(Calendar Days starting 10 days after

award)

PROJECTED SUBSTANTIAL COMPLETION

MILESTONE DATE (MM/DD/YYYY)

LIQUIDATED DAMAGES AMOUNT

(PER DAY) (See Note 2)

ALL TRAFFIC PERMANENTLYT

RANSFERRED INTO ITS FINAL

CONFIGURATION

(See Note 3)

06/24/2020

(See Note 4)

To ensure consistency and accuracy, NYSDOT will

calculate the Duration based on the Substantial

Completion Milestone Date submitted by the

Contractor

As per Section 108-03 of the NYSDOT Standard

Specifications

Notes:

1.) Project Completion Date, for the purposes of this Form SCD, is defined as “all construction activities completed, no additional impacts to traffic, and complete demobilization from the work site(s)”. Remaining paperwork may occur after the Project Completion date for the purposes of Form SCD. The

11A1D264169

9/17

ITEM 670.00020108 – SINGLE ARM DECORATIVE LIGHT POLE AND LED FIXTURE

ITEM 670.00020208 – TWIN ARM DECORATIVE LIGHT POLE AND LED FIXTURE

PAGE 1 OF 2 March 2020

DESCRIPTION This work shall consist of furnishing and installing Decorative Light Poles and LED Fixtures as shown in accordance with the contract documents and as directed by the Engineer. All provisions of Section 670 shall apply to this specification except as modified below.

MATERIALS A Decorative Light Pole and LED Fixture consist of the entire above-ground assembly, including the LED luminaire, light post with architectural base; arm assembly and hanger.

A. Single arm decorative light pole arm and LED Fixture:

1. Fixture: Tear Drop style LED luminaire, 4000k color temperature, 480V driver, teardrop glass lenses, black textured finish, as detailed on the Plans.

2. Arm: Boston Harbour series, cast aluminum decorative arm, 72” arm length, withtenon fitter and decorative support clamp, with powder coated finish, compatiblewith LED fixture and Pole.

a. Model no: Holophane BHC-72-1-CA-BK

B. Twin Arm decorative light pole arm and LED Fixture:

1. Fixture: Tear Drop style LED luminaire, 4000k color temperature, 480V driver, teardrop glass lenses, black textured finish, as detailed on the Plans.

2. Arm: Boston Harbour series, cast aluminum decorative arm, 144” arm length (end toend), with tenon fitter and decorative support clamp, with powder coated finish,compatible with LED fixture and Pole.

a. Model No: Holophane BHC-144-2-CA-BK

C. Pole:

1. North Yorkshire series cast aluminum taper fluted shaft, 17” base, architectural poleas detailed on the Plans.

D. Spare Parts

1. (1) Single arm LED fixture

2. (2) Twin arm LED fixtures

255A2D264169

10/17

ITEM 670.00020108 – SINGLE ARM DECORATIVE LIGHT POLE AND LED FIXTURE

ITEM 670.00020208 – TWIN ARM DECORATIVE LIGHT POLE AND LED FIXTURE

PAGE 2 OF 2 March 2020

CONSTRUCTION DETAILS The Decorative Light Pole and LED Fixture shall be installed at locations shown in the contact documents. The manufacturer’s installation instructions shall be followed. All Decorative Light Pole and LED Fixtures shall be installed in accordance with the National Electrical Code and local ordinances.

METHOD OF MEASUREMENT This work will be measured as the number of Decorative Light Pole and LED Fixtures satisfactorily furnished and installed.

BASIS OF PAYMENT The unit price bid shall include the cost of furnishing all labor, materials, and equipment necessary to satisfactorily complete the work.

256A2D264169

11/17

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

DE

SIG

N

SU

PE

RVIS

OR

JO

B

MA

NA

GE

RD

ESIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

GN-01

880862_

CP

B_

TB

L_

ES

T_

GE

N

NO

TE

S 1.d

gn

GENERAL NOTES - 1

GENERAL NOTES:

ALL SHOP DRAWINGS SUBMITTED FOR THIS PROJECT SHALL BE IN US CUSTOMARY UNITS.

UTILITY NOTES:

FOUNDATION NOTES:

SUBSTRUCTURE NOTES:

SUPERSTRUCTURE NOTES:

SURVEY NOTES:

Q.

P.

JO

HN

SO

NB.

A.

BL

AB

AC

O.

N.

CL

ES

CE

RI

B.

A.

BL

AB

AC

B.

A.

BL

AB

AC

T.

A.

CO

LE

T.

A.

CO

LE

CHAMFER ALL EXPOSED EDGES OF CONCRETE 1 INCH UNLESS SHOWN OTHERWISE.

REINFORCING CLEAR COVER SHALL BE 2 INCHES MINIMUM UNLESS SHOWN OTHERWISE.

OTHERWISE NOTED.

ALL OTHER REINFORCING STEEL SHALL BE A615 GRADE 60, EPOXY COATED DEFORMED BARS, UNLESS

REINFORCING STEEL FOR THE SUPERSTRUCTURE SLAB SHALL BE ASTM A1035 GRADE 100 ALLOY CS.

28 DAYS: f'c = 3000 PSI.

FOR DESIGN PURPOSES, COMPRESSIVE STRENGTH OF CONCRETE FOR SUBSTRUCTURES AND DECK SLABS AT

CONCRETE:

SUPPORT SHALL CONFORM TO THE REQUIREMENTS OF SECTION 585-2 OF THE STANDARD SPECIFICATIONS.

MATERIALS AND EQUIPMENT SELECTED BY THE CONTRACTOR TO PERFORM STRUCTURAL LIFTING AND TEMPORARY

MATERIALS FOR TEMPORARY CONSTRUCTION:

DIMENSIONED.

CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONAL AND ARE FULLY

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL

PROVISIONS IN EFFECT AS OF OCTOBER 2019.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES WITH ALL

DESIGN SPECIFICATIONS:

CONTRACT, UNLESS OTHERWISE SPECIFIED ON THE PLANS.

THE COST OF ALL JOINT MATERIAL SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF THE

DRAWINGS THAT DIMENSIONS HAVE BEEN FIELD VERIFIED.

ADDITION TO THE STRUCTURAL LIFTING SYSTEM(S) AND DETAILS. THE CONTRACTOR SHALL INDICATED ON ALL SHOP

SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL FOR ALL PERMANENT COMPONENTS, IN

REPRESENTATIVE OF THE DEPARTMENT TO INSPECT THE WORK AND MATERIALS USED THEREIN.

"A.O.B.E." INDICATES WORK TO BE PERFORMED "AS ORDERED BY ENGINEER." "ENGINEER" SHALL MEAN THE AUTHORIZED

GENERAL NOTES HEREIN.

WHILE SUCH NOTES PERTAIN TO THE SPECIFIC DRAWINGS THEY ARE PLACED ON, THEY ALSO SUPPLEMENT THE

THE CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES ARE LOCATED ON SUBSEQUENT SHEETS OF THIS CONTRACT.

SPECIFICATIONS.

RESPONSIBILITY TO THE PUBLIC" OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS OF SECTION 107, "LEGAL RELATIONS AND

TRANSPORTATION.

RECORD PLANS FOR THE EXISTING STRUCTURE ARE AVAILABLE AT THE REGIONAL OFFICE OF THE DEPARTMENT OF

MATERIALS REQUIRED TO PERFORM THE WORK.

COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR BECAUSE OF THE FAILURE TO INCLUDE ALL ITEMS AND

CONDITIONS AND TO JUDGE THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS CONTRACT. NO EXTRA

THE CONTRACTOR IS ADVISED TO VISIT THE PROJECT SITE BEFORE BIDDING TO BECOME FAMILIAR WITH PRESENT

CONTRACTOR SHALL ALSO OBTAIN WRITTEN PERMISSION OF THE AUTHORITY BEFORE PROCEEDING.

CONTRACTOR SHALL FIRST BE FAMILIAR WITH INDUSTRIAL CODE RULE 56 OF THE N.Y.S. DEPARTMENT OF LABOR. THE

DISTURBED IN ANY WAY. SHOULD THE CONTRACTOR BE FORCED TO DISTURB IN ANY WAY ANY SUCH MATERIALS, THE

INDICATED ON THE PLANS, IT IS THE EXPRESS INTENT OF THIS CONTRACT THAT THESE MATERIALS NOT BE

THE DISTURBING, DESTRUCTION OR REMOVAL OF ANY KNOWN MATERIALS CONTAINING ASBESTOS. UNLESS OTHERWISE

UNLESS OTHERWISE INDICATED ON THE PLANS, WORK TO BE PERFORMED UNDER THIS CONTRACT DOES NOT REQUIRE

OFFICE OF ENGINEERING, DATED SEPTEMBER 1, 2019 WITH ALL CURRENT ADDITIONS AND MODIFICATIONS.

STANDARD SPECIFICATIONS, CONSTRUCTION AND MATERIALS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION,

CONSTRUCTION AND MATERIALS SPECIFICATIONS:

PROCTOR MAXIMUM DENSITY.

ALL PLACEMENTS OF SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE COMPACTED TO 95 PERCENT OF STANDARD

PAYMENT LINE.

STRUCTURE FILL, ITEM 203.21, SHALL BE PLACED SIMULTANEOUSLY, IN CONTACT, ON BOTH SIDES OF THE VERTICAL

HIGHWAY EMBANKMENT MATERIAL (FROM HIGHWAY ESTIMATE OR FROM STRUCTURE EXCAVATION BACKFILL) AND SELECT

EXPOSED TO VIEW ARE WAIVED. RUST STAINS SHALL NOT BE REMOVED FROM THE SUBSTRUCTURE ON THIS BRIDGE.

THE PROVISIONS OF SECTION 555-3.11, FINISHING, WITH REGARD TO REMOVING RUST STAINS FROM CONCRETE

BE PLACED MIDWAY BETWEEN THE PEDESTALS.

SHEAR KEYS AND WATERSTOPS. VERTICAL CONSTRUCTION JOINTS INTRODUCED IN THE BACKWALL SHOULD PREFERABLY

THE ABUTMENTS AT LOCATIONS NOT SHOWN ON THE PLANS. THESE CONSTRUCTION JOINTS SHALL BE PROVIDED WITH

THE CONTRACTOR, WITH THE PERMISSION OF THE ENGINEER, MAY ELECT TO INTRODUCE CONSTRUCTION JOINTS IN

GENERAL ELECTRIC CO. WATERFORD, N.Y. "SILPRUF SCS 2000".A.

TREMCO, INC. BEACHWOOD, OH. "SPECTREM 2".B.

DOW CORNING CORP. MIDLAND, MI. "795 SEALANT.C.

STEEL REPAIRS.

DEMONSTRATE METHOD OF APPLICATION OF SEALANT AND OBTAIN ENGINEER'S APPROVAL PRIOR TO PLACEMENT AT

YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

ONE COAT OF PRIMER COAT FROM THE APPROVED PAINT SYSTEM, IN ACCORDANCE WITH SECTION 574 OF THE NEW

NEW BOLTS, NUTS AND WASHERS AND BARE STEEL RESULTING FROM DRILLING HOLES SHALL BE FIELD PRIMED WITH

THE CONTRACTOR MAY PROCEED WITH DRILLING.

THE PROPOSED HOLE(S). THE PROPOSED LOCATION(S) WILL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE

PRIOR TO DRILLING HOLES IN ANY EXISTING STEEL MEMBERS, THE CONTRACTOR SHALL MARK THE LOCATION(S) OF

PEDESTRIAN LIVE LOAD: 75 PSF

LIVE LOAD: AASHTO HS-15

DEAD LOAD: ACTUAL WEIGHT OF STRUCTURE

ANALYSIS METHOD: ALLOWABLE STRESS AND LOAD FACTOR

THE LOAD RATINGS ARE IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION.

FOR ROCK ANCHOR DESIGN PARAMETERS AND TESTING, SEE DWG. NO. ST-20.

NOTES FOR ADDITIONAL DETAILS.

WILL BE INSTALLED. REFER TO THE U.S. COAST GUARD GENERAL CONSTRUCTION REQUIREMENTS IN THE SPECIAL

HEIGHT ABOVE MEAN HIGH WATER, ALONG WITH THE PROJECTED DATES AND LENGTH OF TIME, THAT SUCH ITEMS

ENGINEER FOR APPROVAL. THE SUBMITTAL SHALL INCLUDE A SKETCH OF THE WATERWAY SHOWING THE LOCATION AND

SCAFFOLDING OR NETTING, IF USED AS PART OF THE CONTRACTOR'S OPERATIONS, SHALL BE SUBMITTED TO THE

CONTRACTOR SHALL UTILIZE ACCESS METHODS WHICH MINIMIZE RESTRICTIONS TO THE WATERWAY. THE LOCATION OF

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE RONDOUT CREEK AND THE NAVIGATION CHANNEL THEREIN. THE

NAVIGATION CHANNEL NOTE:

JANUARY 2018 WITH ALL CURRENT ADDENDUMS AND AMENDMENTS.

STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE STEEL CONSTRUCTION MANUAL (SCM),

564.01010008.

SOCKETS FOR THE SUSPENDERS WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNDER ITEM

THE CONTRACT. THE ROPE SHALL BE PRESTRETCHED AS DESCRIBED IN SPECIFICATION 564.01010008.

MODULUS ELASTICITY OF 20,000,000 PSI, AND SHALL BE IN ACCORDANCE WITH SPECIAL PROVISIONS OF

GALVANIZING ON ALL WIRES, 1‚" NOMINAL DIAMTER, MINIMUM BREAKING STRENGTH OF 144,400 POUNDS,

STRUCTURAL ZINC-COATED WIRE ROPE FOR SUSPENDERS SHALL CONFORM TO ASTM A603, WITH CLASS A

PLACED UNDER THE NUT AND UNDER THE BOLT HEAD AS REQUIRED BY THE NYSDOT SCM.

HEX NUTS UNLESS OTHERWISE NOTED. FOR HEX HEAD BOLTS, A HARDENED STEEL WASHER SHALL BE

ALL BOLTS SHALL BE 7/8" DIAMETER HIGH STRENGTH BOLTS (F3125, GRADE A325, TYPE 1) WITH HEAVY

ACCORDING TO THE AISC MANUAL.

DIMENSIONS FOR THICKNESSES OF STEEL ROLLED ANGLE SHAPES AND STRUCTURAL TUBING ARE SHOWN

ALL NEW STRUCTURAL STEEL SHALL CONFORM TO ASTM A709 GRADE 50 UNLESS OTHERWISE NOTED.

STEEL:

MATERIALS FOR NEW CONSTRUCTION:

QUANTITY FOR BIDDING PURPOSES = 1,680.

PAID OFR UNDER REMOVAL OF RIVETS - REPLACEMENT WITH HIGH STRENGTH BOLTS, ITEM 586.05. TOTAL ESTIMATED

RIVETS WITH MORE THAN 50% SECTION LOSS SHALL BE REPLACED ONE AT A TIME WITH NEW H.S. BOLTS A.O.B.E.,

ACCORDANCE WITH SECTION 572 OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

NEW STEEL SHALL BE SHOP PRIME COAT PAINTED WITH PRIMER COAT FROM THE APPROVED PAINT SYSTEM, IN

PLATE. SEALANT SHALL BE APPLIED AFTER THE 2ND COAT OF PAINT. SEALANT SHALL BE ONE OF THE FOLLOWING:

MANUFACTURER AND SHALL BE THE SAME COLOR AS THE APPROVED 2ND COAT OF PAINT OF THE STEEL REPAIR

CONFORM TO ASTM C920 TYPE S, GRADE NS, FOR USE NT, G, AND O. SEALANT SHALL BE FROM A SINGLE

SEALANT SHALL BE APPLIED TO EDGES OF STEEL REPAIR PLATES. UNLESS OTHERWISE SHOWN, SEALANT SHALL

EPOXY FILLING COMPOUND AND OBTAIN ENGINEER'S APPROVAL PRIOR TO PLACEMENT OF STEEL.

SHALL BE TIGHTENED TO FULL TENSION AND EXCESS MATERIAL REMOVED. DEMONSTRATE METHOD OF APPLICATION OF

STEEL SHALL BE INSTALLED AFTER THE FILLING COMPOUND IS PLACED. BEFORE FILLING COMPOUND SETS, BOLTS

CATALOG INFORMATION ON THE FILLING COMPOUND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. REPAIR

FILLING COMPOUND SHALL BE SIKADUR 33 BY SIKA, OR APPROVED EQUAL CONFORMING TO ASTM C881, GRADE 3.

EPOXY FILLING COMPOUND SHALL BE APPLIED TO STEEL REPAIR AREAS TO FILL VOIDS AND GAPS. THE EPOXY

BEARING ANCHOR BOLT NUTS SHALL BE SNUG TIGHT AS PER THE NYS STEEL CONSTRUCTION MANUAL.

NOISE CONTROL NOTES:

LOAD RESTRICTION NOTES:

BOLT LEGEND

NEW HIGH STRENGTH BOLT IN NEW HOLE

NEW HIGH STRENGTH BOLT REPLACING EXSITING RIVET OR BOLT

EXISTING RIVET OR BOLT TO BE REMOVED

EXISTING RIVET OR BOLT

LEGEND

LIMITS OF REMOVAL

ORDINANCE.

THE CONTRACTOR SHALL ABIDE BY THE CODE OF THE CITY OF KINGSTON, PART II, CHAPTER 300 NOISE CONTROL

THE PROPOSED EXCAVATION LIMITS UNDER TEST PIT EXCAVATION, ITEM 206.05.

THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF UTILITIES BY EXCAVATING TEST PITS AT EITHER END OFF

SEPARATELY.

LEAST TWO, BUT NO MORE THAN TEN, WORKING DAYS NOTICE PRIOR TO DIGGING. NON-MEMBERS MUST BE CONTACTED

CALL BEFORE YOU DIG, DRILL OR BLAST. NEW YORK STATE LAW CODE NO. 53 REQUIRES EXCAVATORS TO GIVE AT

UTILITY COMPANIES OR ORGANIZATION(S) SHALL BE CONDUCTED AND/OR APPROVED BY THE ENGINEER.

ALL COMMUNICATION AND COORDINATION MEETINGS RELATIVE TO THIS PROJECT BETWEEN THE CONTRACTOR AND THE

IN THE VICINITY OF THE OVERHEAD UTILITY LINES NEAR THE BRIDGE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY OWNER(S) PRIOR TO PERFORMING ANY WORK

STANDARD SPECIFICATIONS FOR CONTRACTOR SAFETY REQUIREMENTS.

ELECTRICAL DISTRIBUTION LINES ARE IN PROXIMITY TO THIS BRIDGE. REFER TO SUBSECTION 107-05 OF THE

DEPARTMENT UPON COMPLETION OF THE PROJECT.

TWO-WAY TRAFFIC. THE SIGNS SHALL BE STORED IN A NEAT AND WORKMANLIKE MANNER AND TURNED OVER TO THE

THE EXISTING LOAD POSTINGS SIGNS SHALL BE REPLACED BY THE CONTRACTOR ONCE THE BRIDGE IS OPEN TO

FOR BRIDGE EVALUATION.

THE EXISTING BRIDGE LOAD IS POSTED FOR 3 TONS. THE LOAD RATINGS ARE IN ACCORDANCE WITH AASHTO MANUAL

SPECIFICATIONS.

THE CONTRACTOR'S ATTENTION IS DIRECTED TO SUBSECTION 105-12, LOAD RESTRICTIONS, OF THE STANDARD

- PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS AND BRIDGE DECK OVERLAYS.

TOP SURFACES OF NEW BRIDGE DECKS AND APPROACH SLABS SHALL BE SEALED ACCORDING TO ITEM 559.18960118

THE STEEL SHALL BE HEATED TO A TEMPERATURE OF 250 DEGREES FAHRENHEIT.

BEFORE AND DURING ANY FIELD WELDING OPERATION TO A7 STEEL (INCLUDING SHEAR STUDS AND SLAB FORMING),

NEW HOLES IN EXISTING MATERIAL SHALL BE DRILLED USING A TEMPLATE.

SECTION 613 OF THE NEW YORK STATE STEEL CONSTRUCTION MANUAL. NO BURNING OF HOLES WILL BE PERMITTED.

BOLT HOLES MAY BE SUBDRILLED AND REAMED OR DRILLED FULL SIZE FROM THE SOLID IN ACCORDANCE WITH

ARE ALLOWED.

CAST-IN-PLACE, SLIP FORMED, OR PRECAST. HOWEVER, ON THIS BRIDGE, ONLY CAST-IN-PLACE AND SLIP FORMING

CONCRETE TRAFFIC BARRIER FOR STRUCTURES, WHICH ALLOWS THE OPTION OF THREE CONSTRUCTION METHODS:

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE CURRENT SPECIFICATIONS FOR PERMANENT

BID FOR THE BARRIER ITEM.

OF BARRIER AND ANCHORAGE REINFORCEMENT ORIGINATING IN THE SLAB SHALL BE INCLUDED IN THE UNIT PRICE

THE DETAILS FOR THE BARRIER REINFORCEMENT ARE FOR THE SLIP-FORMED OR CAST-IN-PLACE OPTION ONLY. COST

PERFORMED AT NO ADDITIONAL COST TO THE AUTHORITY.

STEEL TO ACHIEVE ACCEPTABLE ALIGNMENT AND PROFILE MUST BE APPROVED BY THE ENGINEER, AND SHALL BE

STEEL CONSTRUCTION MANUAL (SCM). ANY CORRECTIVE WORK NECESSARY TO RE-POSITION PREVIOUSLY ERECTED

PROFILE OF THE ERECTED STEEL CONFORMS TO SUBSECTION 1213, 1214, AND 1215 OF THE NEW YORK STATE

RESPONSIBLE FOR TAKING ALL NECESSARY COMPENSATORY ACTION TO ENSURE THAT THE FINAL ALIGNMENT AND

BY THE CONTRACTOR MAY HAVE A SUBSTANTIAL EFFECT ON THE FINAL STEEL PROFILE. THE CONTRACTOR SHALL BE

ERECTION METHOD ARE NOT CONSIDERED. THEREFORE, THE ACTUAL ERECTION METHODS AND SEQUENCES EMPLOYED

ALLOWED TO DEFLECT UNDER ITS OWN DEAD LOAD. DEFLECTIONS INCURRED DURING THE VARIOUS STAGES OF THE

THE DESIGN OF THIS STRUCTURE ASSUMES THAT THE STRUCTURAL STEEL IS COMPLETELY ERECTED BEFORE IT IS

STATE PROFESSIONAL ENGINEER AND SUBMITTED TO THE ENGINEER IN ACCORDANCE WITH THE SCM.

DRAWINGS WITH ALL SUPPORTING STABILITY CALCULATIONS SUBMITTED AND STAMPED BY A LICENSED NEW YORK

AND CROSS FRAMES INSTALLED. THE METHODS USED BY THE CONTRACTOR SHALL BE DOCUMENTED ON THE ERECTION

PICKING POINTS, OR BY USE OF A HOLDING CRANE UNTIL A SUFFICIENT NUMBER OF GIRDERS HAVE BEEN ERECTED

(SCM). THE GIRDERS ON THIS BRIDGE SHALL BE STABILIZED DURING ERECTION BY USE OF FALSEWORK, ALTERNATE

AND CONSTRUCTION, AS PROVIDED IN SUBSECTION 204 OF THE NEW YORK STATE STEEL CONSTRUCTION MANUAL

THE CONTRACTOR SHALL PROVIDE FOR THE STABILITY OF STRUCTURAL STEEL DURING ALL PHASES OF ERECTION

ENGINEER.

NO DEVIATIONS FROM THE HAUNCH DETAILS SHOWN ON THE PLANS MAY BE MADE WITHOUT THE PERMISSION OF THE

REMOVABLE WOODEN FORMS.

HOWEVER, ON THIS BRIDGE, ONLY THE FOLLOWING WILL BE PERMITTED: PERMANENT CORRUGATED METAL FORMS AND

SUPERSTRUCTURE SLABS, WHICH ALLOW THE OPTION OF 3 FORMING SYSTEMS FOR THE UNDERSIDE OF THE SLABS.

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE CURRENT SPECIFICATIONS FOR

SUSPENDER LENGTH FOR ESTIMATE NOTE:

ADDITIONAL COMPENSATION.

SHIPPED AND THE "TOTAL LENGTH OF SUSPENDER ROPE FOR ESTIMATING PURPOSES" SHALL NOT BE A BASIS FOR

FOR FINAL PAYMENT PURPOSES. DISCREPANCIES WHICH MAY OCCUR BETWEEN THE TOTAL LENGTH OF SUSPENDER ROPE

SUSPENDER ROPE FOR ESTIMATING PURPOSES" IS 7440 FT. UNDER NO CIRCUMSTANCES SHALL THIS LENGTH BE USED

FOR THE LUMP SUM ITEM 564.01010008 - REMOVAL AND REPLACEMENT OF SUSPENDERS, THE "TOTAL LENGTH OF

FIELD OBSERVATION ACCURACY LIMITED.

AND ACTUAL EXISTING PIPING. MANY PIPES WERE EITHER SILTED, OFFSET, OR FILLED WITH DEBRIS AND WATER MAKING

AFTER THOROUGH FIELD INSPECTION OF EXISTING DRAINAGE PIPING, DISCREPANCIES MAY EXIST BETWEEN RECORD PLANS

NOR FIELD LOCATED.

UNDERGROUND WATER LINE CONNECTIONS IN BETWEEN MANHOLES PER RECORD PLANS. NOT MARKED OUT BY DIG SAFELY

MARKED OUT BY DIG SAFELY NOR FIELD LOCATED.

UNDERGROUND ELECTRICAL CONNECTIONS BETWEEN TRAFFIC SIGNAL BOXES AND LIGHT POLES PER RECORD PLANS. NOT

AS-BUILT RECORD PLANS. THIS DOES NOT, IN ANY WAY, CERTIFY THE LOCATIONS AS TRUE & ACCURATE.

UNDERGROUND UTILITIES SHOWN HEREON REPRESENT UTILITY MARK OUTS AS REQUESTED THRU N.Y.S. DIG SAFELY AND

FOR UNDER ITEM 625.01, SURVEY OPERATIONS. SEE SHEETS 20 THRU 27 FOR SURVEY BASELINE INFORMATION.

THAT MAY BE REQUIRED TO PROPERLY EXECUTE CONSTRUCTION AND OTHER RELATED ITEMS. THIS WORK SHALL BE PAID

THE CONTRACTOR SHALL FURNISH ALL STAKES, TEMPLATES, PLATFORMS, EQUIPMENT, LABOR, SURVEYORS, AND ENGINEERS

THIS SHEET SUPERSEDES SHEET 3A2- ADDED TOTAL LENGTH OF SUSPENDER ROPE FOR ESTIMATING PURPOSES

1007350D264169

8808.62

WURTS STREET OVER RONDOUT CREEK3/6/2020

ON

Clesceri

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION: ULSTER

SH 5599C

SH 5599D

WURTS ST.

CITY OF KINGSTON, TOWN OF ESOPUS

OLD RTE.9W

08

3/6/2020

3A3

12/17

SIGNING NOTES:

(SEE NOTE 3)

(SEE NOTE 3)

(SEE NOTE 2)

& COLOR

DESIGNATIONLOCATION TEXT ITEM

SIZE

AREA

PAYMENT AREA

PAYMENT AREA

TOTAL

NEXT 1 MILES

PROGRAM

ADOPT-A-HIGHWAY

NEXT 1 MILES

PROGRAM

ADOPT-A-HIGHWAY

basin, inc.

roundout yacht

basin, inc.

roundout yacht

1-3

1-4

marina"s

1-5

WEIGHT

LIMIT

TONS

20

WEIGHT

LIMIT

20

TONS

7.5 SF

1

1

1

4

7.5 SF

5.0 SF

whwWHITE ON BLUE

D14-02NY

WHITE ON BLUE

D14-02bNY

WHITE ON BLUE

RS-054

BLACK ON WHITE

R12-01645.5102

LIMIT

SPEED

30LIMIT

SPEED

30

LIMIT

SPEED

40LIMIT

SPEED

40

BLACK ON WHITE

R02-012-1

1

1

645.5102

645.5102BLACK ON WHITE

R02-012-2

WHITE ON BLUE

RS-054

BLACK ON YELLOW

W02-02R3-1

3-4

3-5

3-2, 3-6

1-6, 1-7,

5.0 SF

5.0 SF

WHITE ON BLUE

M06-01Rc

6.3 SF

645.5102

2.1 SF

4.0 SF

4.0 SF

(SEE NOTE 3)

(SEE NOTE 3)

(SEE NOTE 2)

& COLOR

DESIGNATIONLOCATION TEXT ITEM

SIZE

AREA

PAYMENT AREA

PAYMENT AREA

TOTAL

9.0 SF

2

2

3.0 SF

645.5102

645.5101

1

1

1

SHOULDERS

NO

SHOULDERS

NO

ROAD

THE

SHARE

ROAD

THE

SHARE

BLACK ON YELLOW

W8-23

BLACK ON YELLOW

W16-01P

1-1, 3-7

1-2, 3-8

CONNELLY 1CONNELLY 1

1

6.8 SF

WHITE ON GREEN

D1-1a

NO. OF POST NO. OF POST

2

2

1

1

1

2

1

2


DRAWING NO.

DE

SIG

N

SU

PE

RVIS

OR

JO

B

MA

NA

GE

RD

ESIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

V.

PA

TE

LV.

PA

TE

L

SIGN TEXT DATA

SP-04

36" X 36"

18" X 24"

54" X 18"

36" X 30"

36" X 30"

24" X 24"

24" X 30"

24" X 30"

24" X 30"

30" X 30"

24" X 24"

21" X 15"

3-3 647.31

647.31

647.31

647.31

647.31

647.31

(SEE NOTE 4)

1

(SEE NOTE 4)

1

(SEE NOTE 4)

1

(SEE NOTE 4)

1

4. SEE MOUNTING DETAIL ON DRAWING NO. MD-01 FOR SIGNS MOUNTED ON THE BRIDGE.

vSHEETS OR SIGN FACE LAYOUTS.

3. THE AREA AND PAYMENT AREA FOR SIGNS ARE FROM THE APPLICABLE STANDARD

2. THE COLOR IS ONLY SHOWN WHEN THERE IS AN OPTION THAT MUST BE SPECIFIED.

vMUTCD AND NYS SUPPLEMENT.

vINSTALL NEW SIGNS AND RELOCATE EXISTING SIGNS IN ACCORDANCE WITH THE

1. SIGN LOCATIONS AS SHOWN ON PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL

L.

KE

RN

C.

MEID

HO

FC.

MEID

HO

FD.

RA

HM

AN

B.

A.

BL

AB

AC

THIS SHEET SUPERSEDES SHEET 38

- CLARIFIED PAYMENT OF SIGNAGE

38A OF 175

1007350D264169

8808.62

WURTS STREET OVER RONDOUT CREEK

ULSTER

SH 5599C

SH 5599D

WURTS ST.


OLD RTE.9W

08

DG

N$

FIL

EN

AM

E0123456

DG

N$

SY

TI

ME0123456

DG

N$

US

ER

NA

ME

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

03/06/2020

1

13/17


DRAWING NO.

DE

SIG

N

SU

PE

RVIS

OR

JO

B

MA

NA

GE

RD

ESIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

SUSPENDER REPLACMENT DETAILS - 2

ST-50

NOTES:

880862_

CP

B_

DT

L_S

EC_2.d

gn

B.

T.

MA

RTIN

Q.

P.

JO

HN

SO

NS.

E.

CA

SE

YO.

N.

CL

ES

CE

RI

B.

A.

BL

AB

AC

B.

T.

MA

RTIN

B.

A.

BL

AB

AC

ALL WORK SHOWN ON THIS SHEET SHALL BE PAID FOR UNDER ITEM 564.01010008.3.

EQUIPMENT MAY BE REQUIRED FOR INSTALLATION.

ENTERING AND TIGHTENNG CLEARANCE IS LESS THAN THE INDUSTRY STANDARD. SPECIAL 2.

FOR GENERAL NOTES, SEE DWG. NOS. GN-01 THROUGH GN-04.1.

THIS SHEET SUPERSEDES SHEET 126

- UPDATED DEPTH OF GATHERER IN SECTION C-C

- UPDATED GAP IN SECTION E-E

1007350D264169

8808.62


ON

Clesceri

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.


SH 5599C

SH 5599D

WURTS ST.


OLD RTE.9W

08

5ƒ"

2'-

1ƒ

"

4"

2"

11•

"7"

•"

TYP.

11"

3"1‚" Š

Š

2ƒ"

2‚

"

Š

Š

TYP.Š

TYP.Š

Š

8"

4"4"

3•"3•"

TYP.Š

2†"2†"

4"

4"

1†

"

TYP.Š

Š

ABOUT WELDMENT

•" GAP CENTERED

•"

3•"R

4"R

D

D

p4"x5‚"x•" DIAPHRAGM

(TYP.)p 7x7x…" PIN

(TYP.)p HANGER

2'-1ƒ"x8"x•"

STEEL CONSTRUCTION MANUAL

PER THE NEW YORK STATE

HOLE FOR 2•" DIA. PIN AS

WELDMENTc

p5‚"x8"x2" LOAD

(TYP.)pCONNECTION

11•"x11"x•"

(TYP.)p HANGER c

FOR ‡" DIA. H.S. BOLT

•" DIA. HOLE

(TYP.)pCONNECTION

11•" x 11" x •"

(TYP.)p HANGER

2'-1ƒ"x8"x•"

p4"x5‚"x•" DIAPHRAGM

p5‚"x8" x 2" LOAD

3•

"3•

"

ƒ"R

WELDMENTc

FF

4"

1'-

9ƒ

"

SUSPENDER CONNECTION WELDMENT DETAIL

SECTION D-D

SECTION E-E SECTION F-F

SEE NOTE 21„" (TYP.)

1‚" DIA THREADED ROD

1…" DIA. HOLE FOR

Š

2•

"2•

"2•

"1ƒ

"

1‚"

6‚"

ABOUT WELDMENT

•" GAP CENTERED

E E

2ƒ"

2" 1‡"1‡"

2‡"2‡"

2‰

"

C C

ZINC SADDLE

‚"pSTEEL

CAST ON ROPE

ZINC BUTTON

WIRE ROPE

CAST ON ROPE

ZINC BUTTON

SUSPENDER CLAMP DETAIL

SECTION C-C

1‹

"

‚"

8†"

3ƒ"

‡"1"1"‡"

2‡"2‡"

ZINC SADDLE

‚"pSTEEL

WITH COTTER PIN

CASTELLATED NUT

†" HEX BOLT

SUSPENDERc SUSPENDERc

FINISHED LENGTH

SEPARATOR ‡"

†" DIA. PIPE

4‰" 4‰"

STIFFENER ANGLE REMOVAL DETAILTYPICAL AT ALL LOCATIONS

EXCLUDING PLANEL POINT 1N & 1S

STIFFENER ANGLE REMOVAL DETAILPANEL POINT 1N & 1S

‡" DIA. RIVET (TYP.)

REMOVE EXISTING

L3•x3•x… B.S. (TYP.)

REMOVE EXISTING

L6x4x• B.S. (TYP.)

REMOVE EXISTING

(TYP.) EXISTING U-BOLTc

‡" DIA. RIVET (TYP.)

REMOVE EXISTING

L3•x3•x… B.S. (TYP.)

REMOVE EXISTING

L6x4x• B.S. (TYP.)

REMOVE EXISTING

(TYP.) EXISTING U-BOLTc

(TYP.)p •" FILL

REMOVE EXISTING

3/11/2020

126A1

14/17


DRAWING NO.

DE

SIG

N

SU

PE

RVIS

OR

JO

B

MA

NA

GE

RD

ESIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

ST-75

880862_

CP

B_

TB

L_

BA

R_

BA

R

LIS

T 3.d

gn

BAR SCHEDULES - 3

A.

BH

AR

GA

VA

M.

C.

AB

ER

LE

Q.

P.

JO

HN

SO

NO.

N.

CL

ES

CE

RI

B.

A.

BL

AB

AC

M.

C.

AB

ER

LE

B.

A.

BL

AB

AC

THIS SHEET SUPERSEDES SHEET 171- UPDATED SUBTOTAL QUANTITIES FOR EPOXY COATED BARS (ITEM 556.0202)

1007350D264169

8808.62


ON

Clesceri

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.


SH 5599C

SH 5599D

WURTS ST.


OLD RTE.9W

08

3/10/2020

171A1

16/17


DRAWING NO.

DE

SIG

N

SU

PE

RVIS

OR

JO

B

MA

NA

GE

RD

ESIG

NC

HE

CK

DR

AF

TIN

GC

HE

CK

PR

OJ

EC

T

MA

NA

GE

R

ST-77

880862_

CP

B_

TB

L_

BA

R_

BA

R

LIS

T 5.d

gn

BAR SCHEDULES - 5

A.

BH

AR

GA

VA

M.

C.

AB

ER

LE

Q.

P.

JO

HN

SO

NO.

N.

CL

ES

CE

RI

B.

A.

BL

AB

AC

M.

C.

AB

ER

LE

B.

A.

BL

AB

AC

THIS SHEET SUPERSEDES SHEET 173- CLARIFIED PAYMENT OF DECK SLAB AND CONCRETE BARRIER REINFORCEMENT

1007350D264169

8808.62


ON

Clesceri

BRIDGES CULVERTSPIN

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K



ON:

AFFIX SEAL:

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.


SH 5599C

SH 5599D

WURTS ST.


OLD RTE.9W

08

3/10/2020

173A1

17/17

state of new york engineering division march 13, 2020

Documents