250038-Bid.pdf

NOTICE TO BIDDERS

NOTICE IS HEREBY GIVEN, that the Undersigned, on behalf of the Essex County Board of

Supervisors, will accept sealed bids at the Office of the Purchasing Agent until 2:00 P.M. on May 8, 2025 for the following:

PRECAST CONCRETE BRIDGE SECTIONS (HURRICANE ROAD CNY PROJECT)

The bids shall be opened publicly and read aloud on May 8, 2025 at 2:00 P.M. at the Office of the Purchasing Agent, 7551 Court Street, Elizabethtown, New York 12932.

Bids are available at: https://www.co.essex.ny.us/wp/bid. Bids may be submitted electronically through

Essex County VSS or mailed or delivered to: Essex County Purchasing, PO Box 217, 7551 Court Street, Elizabethtown, New York 12932.

All bids submitted in response to this notice shall be marked "SEALED BID – PRECAST CONCRETE BRIDGE SECTIONS (HURRICANE ROAD CNY PROJECT)” clearly on the outside of the envelope with the name and address of the bidder.

Please contact the Purchasing Office at (518) 873-3330 for additional information concerning the bidding.

Specifications and standard proposals for the proposed work may be obtained at the above address.

In the event that the Essex County Purchasing Office is closed the day of the Bid Opening due to unforeseen circumstances, the bid(s) will be opened the next business day that the Essex County

Purchasing Office is open. The Bid Submission time will remain the same.

Essex County affirmatively states that in regard to any contract entered into pursuant to these instructions, without regard to race, color, sex, religion, age, national origin, disability, sexual preference or Vietnam

Era veteran status, disadvantaged and minority or women-owned business enterprises will be afforded equal opportunity to submit bids in response hereto.

Dated: April 14, 2025

Linda M. Wolf, CPA

Purchasing Agent

Essex County Government Center

7551 Court Street – PO Box 217

Elizabethtown, New York 12932 https://www.co.essex.ny.us/wp/bid

INSTRUCTIONS TO BIDDERS

Each proposal must be accompanied by either a Certified Check payable to Essex County Treasurer in the amount of five percent (5%) of amount of the bid or a Bid Bond, in a form acceptable to the Essex County Attorney.

All bids shall be submitted on the bid sheets included in the package, and no other forms shall be accepted.

Award will be made to the lowest responsive and responsible bidder.

Bids can be submitted one of two ways, either:

1) Electronically through Essex County’s MUNIS VENDOR SELF SERVICE; or

2) Hard Copies sent via USPS or delivery service or hand delivered to the Purchasing Office.

Essex County reserves the right to reject any and all bids not considered to be in the best interest of Essex County, and to waive any technical or formal defect in the bids which is considered by Essex County to be merely irregular, immaterial, or unsubstantial.

In addition to bid sheets, the bidder shall submit executed non-collusion bid certificates signed by the bidder or one of its officers as required by the General Municipal Law Sec. 103d. The bidder shall also submit an executed certificate of compliance with the Iran Divestment Act signed by the bidder or one of its officers as required by the General Municipal Law Sec. 103g.

A Contract awarded pursuant to this notice shall be subject to the provisions of Sections 103-1, 103-b, 103-d and 103-g of the General Municipal Law.

The contract shall be completed by: September 1st, 2025.

Questions will be received until six (6) days before the opening date. Please address all questions, in writing, to:

daniel.sadowski@essexcountyny.gov or linda.wolf@essexcountyny.gov.

Addenda will be posted on Essex County’s MUNIS VSS, and the Essex County Website, interested vendors are urged to check before submitting their bid.

Each bidder will need to complete, sign, have notarized and return the following documents with their Bid:

1) Vendor Responsibility Questionnaire

2) Certification of Compliance With Iran Divestment Act

3) Non-Collusive Bidding Certification

Payment will be made within 30 days of delivery and receipt of invoice.

mailto:daniel.sadowski@essexcountyny.gov mailto:linda.wolf@essexcountyny.gov

PROJECT SCHEDULE

CONTRACT DESCRIPTION: PRECAST CONCRETE BRIDGE SECTIONS (HURRICANE

ROAD CNY PROJECT)

NOTICE TO BIDDERS: APRIL 14TH, 2025

BID OPENING DATE: MAY 8TH, 2025 at 2PM

ESTIMATED DELEVERY DATE: SEPTEMBER 1ST, 2025

SPECIFICATIONS FOR

PRECAST CONCRETE BRIDGE SECTIONS (HURRICANE ROAD CNY PROJECT)

Scope - It is the intent of these specifications to describe materials to construct a Precast Concrete Bridge for the Hurricane Rd. Over Spruce Hill Brook Bridge Project in the Town of Keene, County of Essex, State of New York.

All labor and materials furnished under this contract shall conform to the following Technical Specification sheets.

The acceptance of the said labor and materials by the Essex County Superintendent of Public Works or by his authorized representative does not prevent subsequent rejection, should the materials and/or workmanship be determined to be defective or not in compliance with the specifications.

The Bidder shall provide all labor and materials for specified bid item as indicated on the project drawings and plans titled:

COMPLETION DATE: The precast concrete bridge should be constructed and ready for delivery by approximately September 1st 2025.

Hurricane Rd. Over Spruce Hill Brook Bridge Project

Drawing #

ST-11

ST-12

ST-13

ST-14

ST-15

ST-19

The Bidder agrees to furnish the materials as specified on the above listed project drawings and plans without exception.

2.0% 2.0% 2.0%

T.G.L.

1" (TYP.)

2.0%

LIMIT OF LONGITUDINAL SAWCUT GROOVING, ITEM 558.02

25'-10" CLEAR ROADWAY

LIMIT OF SUPERSTRUCTURE SLAB, ITEM 555.1211

29'-2" OUT-TO-OUT

8"

(MAX.)

B1 B2 B3 B4 B5 B6 B7

LIMIT OF PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS, ITEM 559.01

ENTIRE LENGTH OF BEAM (TYP.)

FASCIA VOID FILLED FOR

ITEM 568.51 (TYP.)

RAILING (FOUR-RAIL),

STEEL BRIDGE

(T Y

P

(2'-2" MIN. LAP)

FASCIA TO FASCIA

ALTERNATE LAP

1'-8"

SHOULDER

2'-11"

EASTBOUND TRAVEL LANE

10'-0"

WESTBOUND TRAVEL LANE

10'-0"

SHOULDER

2'-11"

LIMIT UNDER ITEM 557.0102

#4(E) LONGITUDINAL BARS @ 8" SPACING,

BRIDGE TRANSVERSE SECTION

SCALE: 1" = 3'-0"

CONCRETE DECK OVERHANG

(NOT TO SCALE)

NOTE: STEEL RAILING NOT SHOWN FOR CLARITY

2" COVER

4" OVERHANG

(TYP.)

4" (MIN.)

2" COVER

3" COVER

3" COVER

SPACE AS SHOWN

2 - #4(E) BARS

BARS @ 8" SPACING

#4(E) TRANSVERSE

TOWARD FASCIA

SLAB TO DRAIN

SLOPE BOTTOM OF

7 BEAMS @ 4'-1" NOMINAL SPACING = 28'-6" (INCLUDES 6 - 1" JOINTS)

#4(E) BARS @ 8" SPACING

TYPE 1 FRICTION, ITEM 555.1211

INTEGRAL WEARING SURFACE -

6" SUPERSTRUCTURE SLAB WITH

4" (TYP.)

TRANSVERSE TENDONS

OF •" DIA. c

#4(E) LONGITUDINAL BARS

@ 8" SPACING,

BRIDGE TRANSVERSE SECTION

ST-11

2"

45°0'0.0"

OF BRIDGE SEAT

3'-0" TO FRONT FACE

1"

(M I N

UNIT TO FASCIA)

FROM FASCIA SLAB

(RUNS PERPENDICULAR

DRIP GROOVE

SLAB UNIT

PRESTRESSED

TOP OF

DECK OVERHANG DRIP GROOVE DETAIL

(NOT TO SCALE)

ST-11

STA. LINE & H.C.L.

HURRICANE RDcPROPOSED

(TYP.)

HOLLOW SLAB UNIT, ITEM 563.03

18" DEEP PRECAST CONCRETE

CULVERTS

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

ESSEX

PIN 1762.98

&H T Engineering, PLLCD

E S I G

N E

D

B Y

C H

E C

K

R

A F

T

E C

K

T U

T U

N J I A

N I

P E

N G

U P

R O J

E

T

M A

N A

G E

R I

P E

N G

U

D041663

TOWN OF KEENE

HURRICANE ROAD OVER SPRUCE HILL BROOK

CULVERT REPLACEMENT PROJECT

I

M A

H S

E R J I A

N I

M A

H S

E R J I A

N

BIN 3372130

BRIDGES

FRAMING PLAN

ST-12

39'-4"

O U

U

A M

S

(I

N C

L U

D E

S

J

O I N

T S

CONCRETE BEAM

EDGE OF PRECAST

STA. H 3+01.50

BRGS.cBEGIN

DIAMETER TRANSVERSE TENDON

PRETENSION HOLE FOR •" d 3"c

STA. E 3+39.50

BRGS.cEND

7"

PROPOSED CLEAR SPAN

BRGS.c TO c38'-0"

OF SPANc

DIAMETER TRANSVERSE TENDON (TYP.)

PRETENSION HOLE FOR 3•" d 3"

19'-0"19'-0"

0 2.5 5 7.5 10'2.5

1" = 5'

CONCRETE BEAM (TYP.)

OF PRECAST c

B2

B1

B3

B4

B5

B6

B7

FRAMING PLAN

LEFT RAILING ANCHORAGE PLAN

(RIGHT RAILING ANCHORAGE SIMILAR)

4'-5•"6'-1"6'-1"6'-1"6'-1"6'-1"

OF BRGS.c

Ž

Ž

OF ANCHOR PLATEc

RAILING SHEETS

FOR DETAILS SEE

OF BRGS.c

8"

7"

HURRICANE ROAD

T.G.L. & H.C.L.

STA. LINE,cPROPOSED

AZ. 152°56'07"

IN BEAM (TYP.)p

BRIDGE RAILING ANCHOR

4'-5•"

8"

8"

7"

4'-5•"

8"

7"

1" = 5'-0"

1" = 5'-0"

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

E S I G

N

E C

K

A F

T

E C

K

T U

T U

N J I A

N I

P E

N G

U P

R O J

E

N A

G E

R I

P E

N G

U

D041663

TOWN OF KEENE

HURRICANE ROAD OVER SPRUCE HILL BROOK

CULVERT REPLACEMENT PROJECT

I

M A

H S

E R J I A

N I

M A

H S

E R J I A

N

PRESTRESSED CONCRETE NOTES

SLAB UNIT PLAN

SCALE: ‰"= 1'-0"

REINFORCEMENT DETAILS

PRECAST BEAM PLAN AND

ST-13

OF BRGS.c OF BRGS. TO c38'-0"

39'-4"

BRGS.c

(TYP.)

8"

A

ST-14

BE ELIMINATED

FASCIA VOID TO

OF SLAB UNITc

OF TRANSVERSE TENDON (TYP.)c

BEAM (SEE DWG. ST-12)

LOCATION IN FASCIA p

FOR RAIL POST ANCHORAGE

TO CLEAR STRANDS (TYP.)

BOTH ENDS OF VOID LOCATED

ƒ" HDPE OR HDPP DRAIN

7" (TYP.)

1'-2"

7" (TYP.)

BRGS.c

PRECAST HOLE FOR TENDONS (TYP.)d3"

SCALE: ‰"= 1'-0"

SLAB UNIT REINFORCEMENT PLAN

C

ST-14

ST-14

#4 STIRRUPS @ 12" MAX. SPACING

#4 STIRRUPS @ 12" MAX. SPACING

#4(E) COMPOSITE STIRRUPS @ 12" MAX. SP.

4 - #4 BARS @ 6"

2'-0" (TYP.)

DETAIL, THIS DRAWING

SEE "PLAN - END BLOCK REINFORCEMENT"

FOR REINFORCEMENT AT END OF BEAM

TO CLEAR STRANDS. (TYP.)

AT BOTH ENDS OF EACH VOID. LOCATED

ƒ" HDPE OR HDPP DRAINS

HOLE FOR TENDONS (TYP.)

PRECASTd3"

DETAIL, THIS DRAWING

SEE "PLAN - END BLOCK REINFORCEMENT"

FOR REINFORCEMENT AT END OF BEAM

#4 STIRRUPS @ 12" MAX. SP.

#4(E) COMPOSITE STIRRUPS @ 12" MAX. SP.

4 - #4 BARS @ 6"

SCALE: ‰"= 1'-0"

SLAB UNIT REINFORCEMENT ELEVATION

2" COV.

VOIDED SLABc

BRGS.c

TRANSVERSE TENDONSc

2"

VOIDED SLAB

EDGE OF

SEE REINFORCING PLAN FOR STIRRUP SP.

#4 BARS @ 6" (MAX.)

SHEAR STIRRUPS (TYP.)

PLACED MIDWAY BETWEEN

#4(E) COMPOSITE STIRRUPS

STIRRUPS (EQ. SPACING)

3 - #4 HORIZONTAL

PLAN - END BLOCK REINFORCEMENT

NOT TO SCALE

19'-0"19'-0"

TYP.

2'-0"

TYP.

0"

PLACED AS SHOWN

TWO PAIRS OF #4 STIRRUPS

2"

S

Q

U A

L L

P

COATING THE STRANDS SHALL BE INCLUDED IN THE PRICE BID FOR THE BEAM ITEM.

"REPAIR" PORTION OF THE NYS STANDARD SPECIFICATIONS SECTION 719.01. THE COST OF

AGAINST CORROSION BY THE APPLICATION OF ZINC PAINT IN ACCORDANCE WITH THE

PRESTRESSING STRANDS CUT FLUSH WITH THE END OF THE BEAM SHALL BE PROTECTED 17.

CONTROL DEBONDING COMBINED) SHALL NOT EXCEED 50% OF TOTAL NUMBER OF STRANDS.

OF DEBONDED STANDS (DESIGN BONDING SHOWN ON THE CONTRACT PLANS AND CRACK

FROM ENDS OF BEAMS TO REDUCE THE TENDENCY FOR BEAM ENDS TO CRACK. TOTAL NUMBER

THE CONTRACTOR MAY PROPOSE DEBONDING OF PRETENSIONING STRANDS FOR 6 INCHES 16.

PROCEDURES.

WHICH WILL BE ADEQUATE FOR THE SAFETY FACTORS REQUIRED BY THE ERECTION

THE FABRICATOR IS FULLY RESPONSIBLE FOR THE DESIGN OF THE LIFTING DEVICES 15.

FASCIA BEAMS SHALL BE RUBBED AND FINISHED WITHIN 4 DAYS OF CASTING.14.

LOWER END OF EACH VOID OF THE PRESTRESSED BOX BEAM UNITS.

ƒ" DIAMETER DRAIN HOLES OF AN APPROVED MATERIAL SHALL BE PROVIDED AT THE 13.

NEW YORK STATE PRESTRESSED CONCRETE CONSTRUCTION MANUAL (P.C.C.M.)

DIMENSIONAL TOLERANCES OF PRECAST MEMBERS SHALL BE IN ACCORDANCE WITH THE 12.

ALL EXPOSED CORNERS, EXCEPT THE TOP, SHALL BE CHAMFERED ƒ".11.

WITH AN AMPLITUDE OF ‚".

THE TOPS OF PRESTRESSED UNITS SHALL RECEIVE A TRANSVERSE ROUGHENED FINISH 10.

MINIMUM CONCRETE COVER TO MILD STEEL SHALL BE 1•" OR AS SHOWN ON THE PLANS.9.

BAR REINFORCEMENT SHALL BE ASTM 615, GRADE 60.8.

ENGINEER AND DETAILED ON THE PRESTRESSED CONCRETE "SHOP DRAWINGS".

THE LOCATION AND TYPE OF ALL TEMPORARY INSERTS SHALL BE APPROVED BY THE 7.

THIRD EDITION, APRIL 2019, WITH ALL CURRENT ADDENDUM AND MODIFICATIONS.

THE PRESTRESSED CONCRETE UNITS SHALL MEET THE REQUIREMENTS OF THE NYSPCCM 6.

AT SERVICE LIMIT STATE = 0.155 KSI (HL-93)

AT TRANSFER = 0.165 KSI

THE ALLOWABLE TENSION IN THE PRESTRESSED CONCRETE UNITS:5.

REQUIRED MINIMUM CONCRETE STRENGTH AT 56 DAYS = 10 KSI4.

REQUIRED MINIMUM CONCRETE STRENGTH AT TRANSFER = 7 KSI3.

JACKING FORCE = 43.9 KIPS PER STRAND2.

GUARANTEED ULTIMATE STRENGTH OF 270 ksi

THE PRESTRESSING STRANDS SHALL BE LOW RELAXATION 0.6" DIAMETER WITH A 1.

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

E S I G

N

E C

K

A F

T

E C

K

T U

T U

N J I A

N I

P E

N G

U P

R O J

E

N A

G E

R I

P E

N G

U

D041663

TOWN OF KEENE

HURRICANE ROAD OVER SPRUCE HILL BROOK

CULVERT REPLACEMENT PROJECT

I

M A

H S

E R J I A

N I

M A

H S

E R J I A

N

"8

FASCIA BEAM

(T Y

P

(M

I N

"4

6"…" …"

FASCIA SIDE OF BEAM

PRESTRESSED STRAND (TYP.)

MANUAL (PCCM), COLOR TO MATCH BEAMS

OF THE PRESTRESSED CONCRETE CONSTRUCTION

PLACED IN ACCORDANCE WITH SECTION 8.4.5.5

THE REQUIREMENTS OF SECTION 4.5.3 AND

RECESS TO BE FILLED WITH MATERIAL MEETING

1"

BEAM WIDTH BOTTOM OF SHEAR KEY

COMPRESSIBLE SEALER

SELF ADHESIVE

OF TENDONSc

OF TENDONSc

10" 10"

4'-0"

10"

10"1'-2"1'-2"10"

"2" COV.

E Q

S P

A C

E D

R S

6"8-#4 BARS EQ. SP.6"

4'-0"

10"1'-2"1'-2"10"

(FASCIAS ONLY)p ANCHOR

SLAB UNIT SHEAR KEY DETAIL

(NOT TO SCALE)

(NOT TO SCALE)

SHEAR KEY AT TRANSVERSE TENDON DETAIL

PLAN

SECTION A-A

(NOT TO SCALE)

SECTION B-BSECTION C-C

PLAN

C

SCALE: 1" = 2'-0"

B

SCALE: 1" = 2'-0"

TYPICAL SLAB UNIT REINFORCEMENT SECTION

END BLOCK SLAB UNIT REINFORCEMENT SECTION

PRECAST HOLEd3"

ERECTION OF THE BEAMS

TO BE PLACED PRIOR TO

COMPRESSIBLE SEALER

SELF ADHESIVE

A

A

PRECAST HOLE

dOF 3"c

MATERIAL

GROUT

MATERIAL

GROUT

SEALER

COMPRESSIBLE

SELF ADHESIVE

FOAM •" TO 1" THICK

SPRAY WITH EXPANDABLE

TENDON DETAIL

KEY AT TRANSVERSE

HOLE, SEE SHEAR

PRECASTdOF 3"c

10" 10" 10"

CONSTRUCTION MANUAL (PCCM)

PRESTRESSED CONCRETE

8.4.5.4, OF THE

ACCORDANCE WITH SECTION

4.5.2, AND PLACED IN

REQUIREMENTS OF SECTION

WITH MATERIAL MEETING THE

SHEAR KEY TO BE FILLED

INTERIOR

FASCIA

UNIT ONLY

ON FASCIA

FILLED VOID

DETAIL

KEY RECESS

SEE SHEAR

"4 c v@

C C pGALVANIZED

6"x1"x6"

HOLE (TYP.)

PRECAST d3"

CHUCK (TYP.)

ONE TIME USE

c5" @

HOLE (TYP.)

PRECAST d 3"

POLYMER SHEATH

INHIBITOR AND A SEAMLESS INERT

SHALL BE ENCASED IN CORROSION

KIPS/STRAND). THE STRANDS

(TENSIONED TO 84 KIPS, 28

709-06, THREE PER HOLEy

NYS STANDARD SPECIFICATIONS

MEETING THE REQUIREMENTS OF

PRESTRESSED STRAND d•"

LEGEND:

- DENOTES STRAIGHT BONDED STRANDS

- DENOTES DEBONDED STRANDS

ST-13

ST-13

A

SCALE: 1" = 2'-0"ST-13

1"

1ƒ"

VOIDED SLAB UNIT SECTION

2 STRANDS

4 - #4 BARS (TYP.)

FASCIA

6" 6"

3"

3"

V E

R

V E

R

4 STRANDS

cSYMMETRICAL ABOUT

3"

2" 2"2"7"

8 STRANDS

14 TOTAL STRANDS

(SEE REINF. LAYOUT PLAN)

#4 SHEAR STIRRUP

8"

LOCATE TO CLEAR STRANDS

BOTH ENDS OF EACH VOID (TYP.)

HDPE OR HDPP DRAINS AT dƒ"

THE TWO STRANDS)

(SECURELY ATTACHED TO

COATED #4 BAR

COMPOSITE EPOXY

OF SLAB UNITc SYMM. ABOUT

OF BEARINGSc

STRANDS

C.G. OF PRESTRESSED

DEBONDED

5'-6"

SEE TYPICAL SLAB UNIT SECTION

2 STRANDS

(NOT TO SCALE)

SCHEMATIC DETAIL FOR DEBONDED STRANDS

.8

.4

FASCIA BEAMS

FROM OUTSIDE OF

OMIT SHEAR KEY

4Ž"

ANCHOR PLATES

CONFLICT POINTS WITH

CUT OFF STIRRUP AT

PRECAST BEAM DETAILS

ST-14

"8

INTERFERENCE WITH THE RECESS.

FASCIA OF THE BEAM TO AVOID

MOVE THE STRAND AWAY FROM THE

*WHEN THIS IS NOT POSSIBLE,

TRANSVERSE TENDON RECESS DETAIL

10Ž"

ANCHORAGEc

#4 STIRRUPS

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

E S I G

N

E C

K

A F

T

E C

K

T U

T U

N J I A

N I

P E

N G

U P

R O J

E

N A

G E

R I

P E

N G

U

D041663

TOWN OF KEENE

HURRICANE ROAD OVER SPRUCE HILL BROOK

CULVERT REPLACEMENT PROJECT

I

M A

H S

E R J I A

N I

M A

H S

E R J I A

N

DEAD LOAD AT TRANSFER

CAMBER DUE TO PRESTRESSED FORCE AND BEAM

DEAD LOAD WITH GROWTH**

CAMBER DUE TO PRESTRESSED FORCE AND BEAM

DEFLECTION DUE TO SLAB DEAD LOAD

DEFLECTION DUE TO SUPERIMPOSED DEAD LOAD

0.25 L1 0.5L1 .75 L1

BEAM SLAB THICKNESS TABLE

A. REQ'D TOP OF SLAB ELEVATION

B. TOP OF BEAM EL. (FIELD MEASURED)

C. A - B

D. SLAB AND S.D.L. DEFLECTION 0.007 0.010 0.007 0.000

E. ACTUAL SLAB THICKNESS = C + D

F. THEORETICAL SLAB THICKNESS*

A. REQ'D TOP OF SLAB ELEVATION

B. TOP OF BEAM EL. (FIELD MEASURED)

C. A - B

D. SLAB AND S.D.L. DEFLECTION

E. ACTUAL SLAB THICKNESS = C + D

F. THEORETICAL SLAB THICKNESS*

A. REQ'D TOP OF SLAB ELEVATION

B. TOP OF BEAM EL. (FIELD MEASURED)

C. A - B

D. SLAB AND S.D.L. DEFLECTION

E. ACTUAL SLAB THICKNESS = C + D

F. THEORETICAL SLAB THICKNESS*

B7

A. REQ'D TOP OF SLAB ELEVATION

B. TOP OF BEAM EL. (FIELD MEASURED)

C. A - B

D. SLAB AND S.D.L. DEFLECTION

E. ACTUAL SLAB THICKNESS = C + D

F. THEORETICAL SLAB THICKNESS*

ALL VALUES SHOWN IN FEET

VOLUME. ALL MEASUREMENTS ARE TAKEN AT CENTERLINE OF SLAB UNIT

IT IS SHOWN TO ASSIST IN ESTIMATING THE MINIMUM SLAB THICKNESS AS WELL AS CONCRETE

* F IS THE THEORETICAL THICKNESS OF THE DECK SLAB BASED ON ASSUMED BEAM CAMBER,

DESIGN LOAD TABLE

UNIT

ABUTMENT (KIPS)

REACTION AT

MIDSPAN (KIP-FT)

MAX MOMENT

B E

A M

N

D

D .L

SLAB UNIT

DECK SLAB

TOTAL:

S .D .L

. RAILING

FUTURE W.S.

TOTAL:

L .L

HL-93

D .L

SLAB UNIT

DECK SLAB

TOTAL:

S .D .L

. RAILING

FUTURE W.S.

TOTAL:

L .L

HL-93

0.120"

0.042"

ABUT.

BEG.

BRGS.

OFc

ABUT.

END

BRGS.

OFc

A. REQ'D TOP OF SLAB ELEVATION

B. TOP OF BEAM EL. (FIELD MEASURED)

C. A - B

D. SLAB AND S.D.L. DEFLECTION

E. ACTUAL SLAB THICKNESS = C + D

F. THEORETICAL SLAB THICKNESS*

A. REQ'D TOP OF SLAB ELEVATION

B. TOP OF BEAM EL. (FIELD MEASURED)

C. A - B

D. SLAB AND S.D.L. DEFLECTION

E. ACTUAL SLAB THICKNESS = C + D

F. THEORETICAL SLAB THICKNESS*

A. REQ'D TOP OF SLAB ELEVATION

B. TOP OF BEAM EL. (FIELD MEASURED)

C. A - B

D. SLAB AND S.D.L. DEFLECTION

E. ACTUAL SLAB THICKNESS = C + D

F. THEORETICAL SLAB THICKNESS*

0.0000.0060.0090.0060.000

B1

B2

B3

B4

B5

B6

0.000

0.5100.5170.542 0.542

0.5090.5140.542 0.514 0.542

B1 & B7 CAMBER TABLE (MID-SPAN)

DEAD LOAD AT TRANSFER

CAMBER DUE TO PRESTRESSED FORCE AND BEAM

DEAD LOAD WITH GROWTH**

CAMBER DUE TO PRESTRESSED FORCE AND BEAM

DEFLECTION DUE TO SLAB DEAD LOAD

DEFLECTION DUE TO SUPERIMPOSED DEAD LOAD

0.107"

0.019"

B2, B3, B5 & B6 CAMBER TABLE (MID-SPAN)

DEAD LOAD AT TRANSFER

CAMBER DUE TO PRESTRESSED FORCE AND BEAM

DEAD LOAD WITH GROWTH**

CAMBER DUE TO PRESTRESSED FORCE AND BEAM

DEFLECTION DUE TO SLAB DEAD LOAD

DEFLECTION DUE TO SUPERIMPOSED DEAD LOAD

0.107"

0.023"

B4 CAMBER TABLE (MID-SPAN)

126.014.1

7.5

HAUNCH 0.5

1.6

23.7

0.5

1.5

2.0

24.1

D .L

SLAB UNIT

TOTAL:

S .D .L

. RAILING

FUTURE W.S.

TOTAL:

L .L

HL-93

B E

A M

S

14.1

6.6

ADD'L SELF LOAD

ADD'L SELF LOAD

HAUNCH 0.5

0.0

21.2

0.5

1.5

2.0

24.1

B E

A M

126.0

126.014.1

DECK SLAB

HAUNCH

ADD'L SELF LOAD

6.6

0.5

0.3

21.5

0.5

1.5

2.0

24.1

14.8

4.3

14.4

18.7

66.4

4.8

212.0

310.4

59.0

4.8

0.0

189.8

4.3

14.4

18.7

228.1

59.0

4.8

4.3

14.4

18.7

228.1

0.0000.0060.0090.0060.000

0.5090.5140.542 0.514 0.542

0.0000.0060.0090.0060.000

0.5090.5140.542 0.514 0.542

0.0000.0060.0090.0060.000

0.5090.5140.542 0.514 0.542

0.007 0.010 0.007 0.0000.000

0.5100.5170.542 0.542

0.0000.0060.0090.0060.000

0.5090.5140.542 0.514 0.542

CAMBER AND DESIGN LOAD TABLES

ST-15

1598.56 1599.131598.70 1598.84 1598.99

1598.48 1598.62 1598.76 1598.91 1599.05

1598.48 1598.62 1598.76 1598.91 1599.05

1598.40 1598.54 1598.68 1598.82 1598.97

1598.40 1598.54 1598.68 1598.82 1598.97

1598.31 1598.46 1598.60 1598.74 1598.88

1598.31 1598.46 1598.60 1598.74 1598.88

0.618"

0.927"

0.618"

0.927"

0.618"

0.927"

2.4

192.2

**CAMBER GROWTH IS ASSUMED TO BE 50% OF THE CAMBER AT TRANSFER

**CAMBER GROWTH IS ASSUMED TO BE 50% OF THE CAMBER AT TRANSFER

**CAMBER GROWTH IS ASSUMED TO BE 50% OF THE CAMBER AT TRANSFER

0.517

0.517

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

E S I G

N

E C

K

A F

T

E C

K

T U

T U

N J I A

N I

P E

N G

U P

R O J

E

N A

G E

R I

P E

N G

U

D041663

TOWN OF KEENE

HURRICANE ROAD OVER SPRUCE HILL BROOK

CULVERT REPLACEMENT PROJECT

I

M A

H S

E R J I A

N I

M A

H S

E R J I A

N

7Ž"

10Ž"

5" 1"

1•"

1•"

1•"

1•" 2"

OF RAILING ANCHORAGEc

OF POST c

LEVELING PAD

THIN MORTAR

6"6…"7†"

3ˆ"

6„"

3ˆ"

" 1Œ"

1Œ"

STEEL BRIDGE RAILING (FOUR-RAIL) - CURBLESS

(NOT TO SCALE)

SECTION ELEVATION

A A

BB

HSSv5x3x‚

HSSv6x6x‰

W6x25

HSSv5x3x‚ pBASE

10"x1‚"x1'-2" pANCHOR

10"x…"x1'-2"

RAILING ANGLE

L5x5x†

FLAT WASHERS EACH

HEX NUTS AND 4

STUDS WITH 4 HEAVY

ANCHORd4v-v1"

WASHER (TYP.)

SPRING LOCK

HEX NUT AND

BOLTS WITH

dOF ƒ"c

WASHERS EACH

AND 4 FLAT

HEAVY HEX NUTS

STUDS WITH 4

ANCHOR d4v-v1"

WASHER (TYP.)

SPRING LOCK

WASHER AND

HEX NUT,

HEAD BOLT WITH

SLOTTED ROUND

dOF ‡"c

SURFACE

SLAB

APPROACH

TOP OF

2"

5"

1‹" 1‹"3‚"

6„"

2"10"2"

1'-2"

3•"6„"3•" "

2"10"2"

1'-2"

5"5"

RAILING ANGLE DETAILS

SECTION C-C

SECTION A-A

Š"

W6x25

ELEVATION

C

C

L5x5x†

3ˆ"

ANCHOR HOLEd5" p10"x…"x1'-2" ANCHOR

"ANCHOR STUD (TYP.)

d HOLE FOR 1"d1ˆ"

SECTION B-B

ANCHORAGE

RAILING

OF c

OF RAILING ANCHORAGEc

BOLTdƒ"

HOLE FOR

dOF ‡"c

BOLTSdƒ"

HOLES FOR

dOF ‡"c

STUD (TYP.)

ANCHORd 1"

HOLE FORd1„" pBASE

10"x1‚"x1'-2"

MIN.

1'-6"

ASSEMBLY IF REQUIRED

OF FIXED SPLICEc

MIN.

2'-0"

ASSEMBLY IF REQUIRED

OF EXPANSION SPLICEc

SUPERSTRUCTURE EXPANSION JOINT

IN ANY POST SPACING THAT CONTAINS A

A RAILING EXPANSION SPLICE IS REQUIRED

5"3"

„" SLOT „"

HEX NUT

SPRING LOCK WASHER

(NOT TO SCALE)

SLOTTED ROUND HEAD BOLT

(NOT TO SCALE)

2"x‰"x2"vFLAT WASHER

BOLTd‡"

STEEL BRIDGE RAILING (FOUR-RAIL) - CURBLESS SPLICE DETAIL ELEVATION

"AA"

SEE NOTE

6" 10" 6"

2"1'-6"2"

1'-10"

(TYP.)

2"9"9"2"

1'-10"

DECK ANCHOR PLATE DETAIL

STUDd(TYP.) FOR 1"

FULLY THREADED HOLE

HOLE (TYP.)

1‚"x2" SLOTTED

(TYP.)pSTEEL

2•"x†"x2•"

GALVANIZED

p 1" STEEL

GALVANIZED

HOLEd5" p1" STEEL

STUDS (TYP.)

ANCHOR d FOR 1"

THREADED HOLE

THE PRESTRESSED CONCRETE UNIT

SHALL BE INCLUDED IN THE PRICE BID FOR

CAST INTO PRESTRESSED CONCRETE UNITS

STUDSdAND 4 - 1"p THE COST OF ANCHOR

PRESTRESSED UNIT ANCHOR PLATE DETAIL

(NOT TO SCALE)

BRIDGE RAILING

PRICE BID FOR THE

INCLUDED IN THE

STUDS SHALL BE

RAILING ANCHOR

PLATE AND THE

DECK ANCHOR

THE COST OF THE

BRIDGE RAIL DETAILS

ST-19

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

E S I G

N

E C

K

A F

T

E C

K

T U

T U

N J I A

N I

P E

N G

U P

R O J

E

N A

G E

R I

P E

N G

U

D041663

TOWN OF KEENE

HURRICANE ROAD OVER SPRUCE HILL BROOK

CULVERT REPLACEMENT PROJECT

I

M A

H S

E R J I A

N I

M A

H S

E R J I A

N

BIN 3372130

BRIDGES

2"8"2"

2"

7†"

10Ž" pBASE

THIN MORTAR LEVELING PAD

OF RAILING ANCHORAGEc

4"

3"

10"6"2"

4Ž"

(NOT TO SCALE)

MATERIAL SPEC. 701-05

CONCRETE GROUTING

LEVELING COURSE -

‚" (MIN.) TO 1‚" (MAX.)

AND 2 WASHERS EACH

WITH 2 HEAVY HEX NUTS

ANCHOR STUDSd4 - 1" pDECK ANCHOR

AND 1 WASHER EACH

WITH 1 HEAVY HEX NUT

ANCHOR STUDSd4 - 1"

ANCHOR PLATE

PRESTRESSED UNIT

FOR PRESTRESSED CONCRETE BRIDGE

STEEL BRIDGE RAILING ANCHORAGE

EXHIBIT C

INSURANCE REQUIREMENTS - SERVICE PROVIDERS

I. The Contractor shall procure and maintain during the entire term of the contract the following required insurance:

Commercial General Liability Insurance $1,000,000 per occurrence/ $2,000,000 aggregate.

Excess/Umbrella Liability Insurance

$1,000,000 per occurrence / $2,000,000 aggregate.

Workers’ Compensation Statutory Workers’ Compensation and Employers’ Liability Insurance for all employees, except that in the event the Contractor has no employees and is exempt by law from having such insurance coverage the Contractor may provide an exemption statement.

II. Notwithstanding any terms, conditions or provisions, in any other writing between the parties, the Contractor hereby agrees (except as to workers’ compensation insurance coverage) to either effectuate:

(a) the naming of the County as an “additional insured as funding source for contract services” on the contractor's insurance policies, or

(b) the inclusion of a contractual liability endorsement covering the Contractor’s contract with the County.

III. The policy/policies of insurance furnished by the Contractor shall:

be from an A.M. Best rated “A” New York State licensed insurer; and contain a 30-day notice of cancellation

IV. The Contractor agrees to indemnify the County for any applicable deductibles.

V. Contractor acknowledges that failure to obtain such insurance on behalf of the County constitutes a material breach of contract and subjects it to liability for damages, indemnification and all other legal remedies available to the County. Prior to commencement of work or use of facilities, the Contractor shall provide to the County proof that such requirements have been met by furnishing certificate(s) of such insurance, and the declarations pages from the policies of such insurance. The failure of the County to object to the contents of the certificate(s) and/or declarations pages, or the absence of same, shall not be deemed a waiver of any and all rights held by the County.

VI. All certificates of insurance will provide 30 days notice to the county of cancellation or non-renewal.

VII. Contractor and subcontractor waives all rights of subrogation against the owner and will have the General Liability, Umbrella Liability Workers’ Compensation policies endorsed setting forth this Waiver of Subrogation.

VIII. All policies will also contain no exclusions with respect to Section 240 and 241 of the NYS Labor Law.

IX. The County shall be listed as an additional insured on a primary and non-contributory basis.

X. All Contractors Subcontractors shall comply with these provisions and shall list the County as additional insured on a primary and non-contributory basis.

APPENDIX D - STANDARD CLAUSES FOR ESSEX COUNTY CONTRACTS

1. Independent Contractor Status The parties each acknowledge, covenant and agree that the relationship of the Contractor to the County shall be that of an independent contractor. The Contractor, in accordance with its status as an independent contractor, further covenants and agrees that it:

(a) will conduct itself in accordance with its status as an independent contractor;

(b) will neither hold itself out as nor claim to be an officer or employee of the County; and

(c) will not make any claim, demand or application for any right or privilege applicable to an officer or employee of the County, including but not limited to workers' compensation benefits, unemployment insurance benefits, social security coverage or retirement membership or credits.

2. Contractor To Comply With Laws/Regulations The Contractor shall at all times comply with all applicable state and federal laws, rules and regulations governing the performance and rendition of the services to be furnished under this agreement.

3. Licenses, Permits, Etc.

The Contractor shall, during the term of this agreement, obtain and keep in full force and effect any and all licenses, permits and certificates required by any governmental authority having jurisdiction over the rendition and performance of the services to be furnished by the Contractor under this agreement.

4. Termination This agreement may be terminated without cause by either party upon 30 days prior written notice, and upon such termination neither party shall have any claim or cause of action against the other except for services actually performed and mileage expenses actually incurred prior to such termination. Notwithstanding the foregoing, this agreement may be immediately terminated by the County:

(a) for the Contractor's breach of this agreement, by serving written notice of such termination stating the nature of the breach upon the Contractor by personal delivery or by certified mail, return receipt requested, and upon such termination either party shall have such rights and remedies against the other as provided by law; or

(b) upon the reduction or discontinuance of funding by the State or Federal governments to be used in furnishing some or all of the work, labor and/or services provided for under this agreement, and upon such termination neither party shall have any claim or cause of action against the other except for services actually performed and expenses (if the same are to be paid under this agreement) actually incurred prior to such termination.

5. Defense & Indemnification The Contractor shall defend, indemnify and hold harmless the County to the fullest extent allowed by law, and notwithstanding any insurance requirements, from and against any and all liability, losses, claims, actions, demands, damages, expenses, suits, judgments, orders, causes of action and claims, including but not limited to attorney’s fees, legal costs, and all other costs of defense, by reason of any liability whatsoever imposed by law or otherwise upon the County for damages to person, property or of any other kind in nature, including but not limited to those for bodily injury, property damage, death arising out of or in connection with its officers, employees, agents, contractors, sub-contractors, guests or invitees negligence or its/their performance or failure to perform this agreement. This language shall be inserted by Contractor in all agreements between Contractor and its subcontractors and subcontractors will indemnify and hold harmless the County pursuant to its terms.

6. Discrimination Prohibited The services to be furnished and rendered under this agreement by the Contractor shall be available to any and all residents of Essex County without regard to race, color, creed, sex, religion, national or ethnic origin, handicap, or source of payment; and under no circumstances shall a resident's financial ability to pay for the services provided be considered unless such consideration is allowed by State and/or Federal law, rule or regulation.

7. Non-Discrimination In Employment The Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, sex, national origin, age, disability or marital status. In the event that this is a contract to be performed in whole or in part within the State of New York for (a) the construction, alteration or repair of any public building or public work, (b) for the manufacture, sale or distribution of materials, equipment or supplies, (c) for building service, the Contractor agrees that neither it nor its subcontractors shall, by reason of race, creed, color, disability, sex or national origin:

(1) discriminate in hiring against any citizen who is qualified and available to perform the work; or

(2) discriminate against or intimidate any employee hired for the performance of work under this contract.

The Contractor agrees to be subject to fines of $50.00 per person per day for any violation of this paragraph, as well as to possible termination of this contract or forfeiture of all moneys due hereunder for a second or subsequent violation.

8. Damage/Injury To Persons & Property The Contractor shall promptly advise the County of all damages to property of the County or of others, or of injuries incurred by persons other than employees of the Contractor, in any manner relating, either directly or indirectly, to the performance of this agreement.

9. Records The Contractor shall establish and maintain complete and accurate books, records, documents, accounts and other evidence directly pertinent to performance under this contract (hereinafter collectively "the Records") in accordance with the following requirements:

(a) the Records must be kept for the balance of the calendar year in which they were made and for six (6) additional years thereafter;

(b) the County Auditor, State Comptroller, the Attorney General or any other person or entity authorized to conduct an examination, as well as the agency or agencies involved in this contract, shall have access to the Records during normal business hours at an office of the Contractor within the State of New York, or, if no such office is available, at a mutually agreeable and reasonable venue within the State, for the term specified above for the purposes of inspection, auditing and copying.

The County shall take reasonable steps to protect from public disclosure any of the records which are exempt from disclosure under Section 87 of the Public Officers Law (the "Statute") provided that: (i) the Contractor shall timely inform an appropriate County official, in writing, that said records should not be disclosed; and (ii) said records shall be sufficiently identified and designation of said records as exempt under the statute is reasonable. Nothing contained herein shall diminish, or in any way adversely affect, the County's right to discovery in any pending or future litigation.

10. Claims For Payment All invoices or claims for which payment is sought from the County must be submitted in accordance with the following:

(a) each claim for payment must include

(1) an invoice detailing the claim,

(2) copies of all documentation supporting the claim,

(3) a properly completed County standard voucher, which includes

(i) the County contract number under which payment is being claimed, AND

(ii) the payee's Federal employer identification number or Federal social security number, or both such numbers when the payee has both such numbers. [Failure to include this number or numbers will prevent and preclude payment by the County; except that where the payee does not have such number or numbers, the payee, on the invoice or County voucher, must give the reason or reasons why the payee does not have such number or numbers and such reasons constitute a valid excuse under law.]

(b) Unless otherwise provided in this agreement, each claim for payment must be submitted to the County no later than 30 days after the work, labor, materials, and/or services for which payment is claimed were rendered or furnished.

(c) Notwithstanding any other provision of this agreement, no claim for payment shall be valid, and the County shall not be liable for payment thereof, unless it is submitted to the County within 30 days of the close of the calendar year in which the work, labor, materials, and/or services for which payment is claimed were rendered or furnished.

(d) Unless otherwise provided in this agreement, the requirements of this paragraph 10, and/or of any other provisions of this agreement which supersede the same, shall constitute conditions precedent to the County’s payment obligation, and failure to comply with any or all of said requirements shall entitle the County to deny payment.

(e) As a further condition of payment, each claim of payment shall be accompanied by a Contractor and Sub-Contractor Progress Payment Waiver, Release and Discharge, and each Final Payment shall be accompanied by a Contractor and Sub-Contractor Final Payment, Waiver and Release form. As well as a Contractor Affidavit relative to Final Payment. Copies of these forms are attached and made a part hereof. (Please disregard if these forms do not pertain).

11. Consent In the event that State or Federal law requires the recipient of services to be furnished and rendered under this agreement to give his/her prior consent thereto, the contractor shall obtain such person's consent and furnish proof thereof to the County.

12. Executory Clause The County shall have no liability under this contract to the Contractor or to anyone else beyond the funds appropriated and available for this contract.

13. Public Work & Building Service Contract Requirements If this is a public work contract covered by Article 8 of the Labor Law or a building service contract covered by Article 9 thereof:

(a) neither the Contractor's employees nor the employees of its subcontractors may be required or permitted to work more than the number of hours or days stated in said statutes, except as otherwise provided in the Labor Law and as set forth in prevailing wage and supplement schedules issued by the State Labor Department; and

(b) the Contractor and its subcontractors must pay at least the prevailing wage rate and pay or provide the prevailing supplements, including the premium rates for overtime pay, as determined by the State Labor Department in accordance with the Labor Law.

14. Public Work Contracts – Hazardous Substances If this is a contract for public work, the Contractor agrees as follows:

(a) the Contractor acknowledges that the County uses and/or produces various substances which may be classified as hazardous under OSHA’s Hazard Communication Standard;

(b) the Contractor recognizes the use of said substances by the County and acknowledges that the County has provided, or upon request will provide, the Contractor with a description of such substances which may be present in the area of the County’s facility/facilities to which the Contractor may have accessed during the performance of this contract;

(c) the Contractor acknowledges that the County has provided, or upon request will provide, suggestions for appropriate protective measures which should be observed when the Contractor is in the area of any such hazardous substances;

(d) the Contractor agrees to be solely responsible for providing training and information to its employees regarding any such hazardous substances, as well as of any protective measures suggested by the County;

(e) the Contractor agrees to be solely responsible to ensure that the Contractor’s employees observe protective measures during the performance of their duties in the performance of the contract, and that all such protective measures will be at least as stringent as those suggested or which would have been suggested by the County;

(f) in the event that the Contractor’s performance of the work under this contract requires the use of any hazardous substances, the Contractor shall notify the County in advance of bringing in and/or using such substances in or upon County property and suggest to the County appropriate measures to be observed by the County, its officers and employees, and/or the public; and

(g) in the event the Contractor fails in whole or in part to comply with the terms of this paragraph, the County shall have the right to interrupt the Contractor’s work and/or terminate this contract, and the Contractor shall be prohibited from renewing such work until all applicable safety and health procedures and practices are implemented by the Contractor.

15. Disputes Disputes involving this contract, including the breach or alleged breach thereof, may not be submitted to binding arbitration, but must, instead, be heard in the Essex County Supreme Court or any other court of competent jurisdiction within Essex County, New York.

16. Non-Assignment This agreement may not be assigned, subcontracted, transferred, conveyed, sublet or otherwise disposed of in whole or in part, by the Contractor, without the prior written consent of the County, and any attempts to assign the contract without the County's written consent are null and void.

17. No Collusion If this contract was awarded based upon the submission of bids, the Contractor warrants, under penalty of perjury, that:

(a) its bid was arrived at independently and without collusion aimed at restricting competition; and

(b) at the time Contractor submitted its bid, an authorized and responsible person executed and delivered to the County a non-collusive bidding certification on Contractor's behalf.

18. International Boycott In accordance with Section 220-f of the Labor Law, if this contract exceeds $5,000.00, the Contractor agrees, as a material condition of the contract, that neither the Contractor nor any substantially owned or affiliated person, firm, partnership or corporation, has participated, is participating, or shall participate in an International boycott in violation of the federal Export Administration Act of 1979, or regulations thereunder. If such contractor, or any of the aforesaid affiliates of Contractor, is convicted, or is otherwise found to have violated said laws or regulations upon the final determination of the United States Commerce Department or any other appropriate agency of the United States subsequent to the contract's execution, such contract, amendment or modification thereto shall be rendered forfeit and void. The Contractor shall so notify the County Manager within five (5) business days of such conviction, determination or disposition of appeal.

19. County’s Rights of Set-Off The County shall have all of its common law, equitable and statutory rights of set-off.

These rights shall include, but not be limited to, the County's option to withhold for the purposes of set-off any moneys due to the Contractor under this agreement up to any amounts due and owing to the County with regard to this contract, any other contract with any County department or agency, including any contract for a term commencing prior to the term of this contract, plus any amounts due and owing to the County for any other reason, including, without limitation, tax delinquencies, fee delinquencies or monetary penalties relative thereto.

The County shall exercise its set-off rights in accordance with normal County practices, including, in cases of set-off pursuant to an audit, the acceptance of such audit by the County Board of Supervisors or its designated representative.

20. Contractor Defined Whenever the term "Contractor" is used in this agreement, such term shall include and apply to all employees, all officers, directors and agents, if any, of the Contractor.

21. Amendment This agreement may not be amended, modified or renewed except by written agreement signed by the Contractor and the County.

22. Ownership Of Work Products All final and written or tangible work products completed by the Contractor shall belong to the County. In the event of premature discontinuance of performance, the Contractor agrees to deliver all existing products and data files to the County.

23. Executive Order Debarment/Suspension In the event that this contract involves the Contractor furnishing goods and services in excess of $100,000.00, or constitutes a subaward to subrecipients, under any Federal program, grant or other funding source, then by executing this agreement the Contractor certifies that neither it nor any of its principals are suspended or debarred within the scope or meaning of Executive Orders 12549 and 12689, any Federal or State regulation implementing or codifying the same, or any other Federal or State law, rule or regulation.

24. Health Insurance Portability and Accountability Act of 1996 (HIPAA) In the event that this contract involves the use or disclosure of protected health information within the meaning or application of the Health Insurance Portability and Accountability Act of 1996 (HIPAA), and the regulations thereunder, the following provisions of this paragraph shall apply.

(a) Definitions. The terms used, but not otherwise defined, in this Agreement shall have the same meaning as given such terms in 45 CFR §160.103 and §164.501, as the same may be amended from time to time, including but not limited to the following.

(1) "Business Associate" shall mean the Contractor, its officers, employees, agents and subcontractors.

(2) "Covered Entity" shall mean Essex County (the “County”), its departments, agencies, officers and employees.

(3) "Individual" shall have the same meaning as given such term in 45 CFR §164.501 and shall also include a person who qualifies as a personal representative in accordance with 45 CFR §164.502(g).

(4) "Privacy Rule" shall mean the Standards for Privacy of Individually Identifiable Health Information at 45 CFR Part 160 and Part 164, subparts A and E.

(5) "Protected Health Information" shall have the same meaning as given such term in 45 CFR §164.501, limited to the information created or received by Contractor from or on behalf of the County.

(6) "Required by law" shall have the same meaning as given such term in 45 CFR §164.501.

(7) "Secretary" shall mean the Secretary of the Department of Health and Human Services or his/her designee.

(b) Obligations and Activities of Contractor.

Contractor agrees to:

(1) not use or disclose Protected Health Information other than as permitted or required by this Agreement or as required by law;

(2) use appropriate safeguards to prevent use or disclosure of the Protected Health Information other than as provided for by this Agreement;

(3) mitigate, to the extent practicable, any harmful effect that is known, should have been known, and/or discovered to/by Contractor of a use or disclosure of Protected Health Information by Contractor in violation of the requirements of this Agreement;

(4) report to the County any use or disclosure of the Protected Health Information not provided for by this Agreement of which it becomes aware;

(5) ensure that any agent, including a subcontractor, to whom it provides Protected Health Information received from, or created or received by Contractor on behalf of the County agrees to the same restrictions and conditions that apply through this Agreement to Contractor with respect to such information;

(6) provide access, at the request of the County, and in the time and manner designated by the County or the Secretary, to Protected Health Information in a Designated Record Set, to the County or, as directed by the County, to an Individual in order to meet the requirements under 45 CFR §164.524;

(7) make any amendment(s) to Protected Health Information in a Designated Record Set that the County directs or agrees to pursuant to 45 CFR §164.526 at the request of the County or an Individual, and in the time and manner designated by the County or the Secretary;

(8) make internal practices, books, and records, including policies and procedures and Protected Health Information, relating to the use and disclosure of Protected Health Information received from, or created or received by Contractor on behalf of, the County available to the County, and/or to the Secretary, in a time and manner designated by the County or by the Secretary, for purposes of the Secretary determining the County's compliance with the Privacy Rule;

(9) document such disclosures of Protected Health Information and information related to such disclosures as would be required for the County to respond to a request by an Individual for an accounting of disclosures of Protected Health Information in accordance with 45 CFR §164.528;

(10) provide to the County or an Individual, in time and manner designated by the County or the Secretary, information collected in accordance with the above subparagraph (b)(9) of this Agreement, to permit the County to respond to a request by an Individual for an accounting of disclosures of Protected Health Information in accordance with 45 CFR §164.528.

(c) Permitted Uses and Disclosures by Contractor.

Except as otherwise limited in this Agreement, Contractor may use or disclose Protected Health Information on behalf of, or to provide services to, the persons entitled to services under this Agreement:

(1) solely for the purposes of performing Contractor’s obligations under this Agreement, if such use or disclosure of Protected Health Information would not violate the Privacy Rule if done by the County or the minimum necessary policies and procedures of the County; or

(2) provided that such use or disclosures are required by law; or

(3) Contractor

(A) obtains written authorization(s) from the individual to which the information pertains permitting the specific uses or disclosures of such information to third persons,

(B) represents and agrees in writing with such individual that the information to be used and/or disclosed will remain confidential and used or further disclosed only as required by law or for the purposes specified in the written authorization(s), and

(C) such third persons agree in writing to notify the County as soon as practicable and in writing of any instances of which such third person(s) is/are aware in which the confidentiality of the information has been breached; or

(4) provide Data Aggregation services to the County as permitted by 42 CFR §164.504(e)(2)(i)(B); or

(5) report violations of law to appropriate Federal and State authorities, consistent with §164.502(j)(1).

(d) County To Inform Contractor of Privacy Practices and Restrictions.

The County agrees to notify the Contractor of any

(1) limitation(s) in its notice of privacy practices of the County in accordance with 45 CFR §164.520, to the extent that such limitation may affect the Contractor's use or disclosure of Protected Health Information;

(2) changes in, or revocation of, permission by Individual to…