ADDENDUM No. 3 - Northland Assoc...Addendum No. 3 Page 3 of 10 17070 Skaneateles CSD - Capital...

Addendum No. 3 of 10

17070 Skaneateles CSD - Capital Project 2021 - Phase II - Additions and Alterations

ADDENDUM No. 3 October 23, 2019

17070 - Skaneateles CSD Phase 2

Additions and Alterations

High School / Middle School SED No.: 42-16-01-06-0-001-027 State Street Elementary School SED No.: 42-06-01-06-0-002-016 Transportation Facility SED No.: 42-16-01-06-5-013-003 Waterman Elementary School SED No.: 42-16-01-06-0-007-019 Press Box SED No.: 42-16-01-06-7-017-001

TO: ALL BIDDERS AND DOCUMENT HOLDERS

ISSUED BY: Ashley McGraw Architects, D.P.C. 125 E. Jefferson Street, 15th Floor

Syracuse, New York 13202 Phone: (315) 425-1814

All bidders submitting proposals for the above project shall take note of the following Clarifications, Changes, Additions, and Deletions to the drawings and specifications that become part of the contract. Receipt of this Addendum shall be acknowledged on the Form of Proposal. This Addendum consists of ten (10) pages of 8 ½” x 11” text, two (2) attached 30” x 42” drawings, four (4) 8.5” x 11” drawings and eleven (11) pages of 8 ½” x 11” specification replacement text.

CLARIFICATION

3-C-1 TO ALL BIDDERS:

1. PRE-BID CONTRACTOR / SUB-CONTRACTOR SITE VISIT: For all bidders that want to

re-review the work areas on site, Aaron Jackson, Project Superintendent at Turner

Construction and Elaine MacLachlan, Assistant Director of Facilities will be providing an

additional walk-through on THURSDAY October 24th, at 2PM. Please meet at the High

School Lobby to begin the walk.

2. REVISED BID DATE: Bids are now due Tuesday, November 5th, at 2:00PM.



3-C-2 QUESTION: “The New Middle School Elevator drawing # MS/HS V102 Dwg.2 shows a clear

overhead of 12’- 0”. Code minimum is 12’-2” for most manufactures.”

RESPONSE: The two manufacturers listed as basis of design equipment can provide units

that meet the overhead requirements. Other manufacturers are acceptable if they can meet

scheduled dimensions. No additional overhead clearance can be provided. If necessary, to

obtain 12'-0" overhead, the top-of-car handrail may be omitted.

3-C-3 QUESTION: “I do not see the elevator work outlined in the project schedule. Start – Finish?

Please advise”

RESPONSE: HS elevator replacement work will need to be started and completed during July

& August. MS elevator work completion dates will be determined by the General Contractor’s

construction schedule.

3-C-4 QUESTION: “Will the elevator work be done while school is in session?”

RESPONSE: See response to 1-C-3 above.

3-C-5 QUESTION: “If the work is to be done while school is in session will it be required to work

second shift?”

RESPONSE: Refer to Special Provisions 01 1150 section 6.1 for jobsite work hours.

3-C-6 QUESTION: Is there a detail for the concrete stairs on the east side of the high school/middle school near the auditorium staging area? RESPONSE: Refer to Architectural and Structural drawings for details regarding these stairs.

3-C-7 QUESTION: From MH-4 to MH-5 has an average 23’ cut to invert and this area is under

pavement. Can the excavated material be used as backfill to subbase or does the backfill

need to be granular material?

RESPONSE: Excavated material can be used as backfill here but it must be installed in 8” lifts

and compacted the same as granular backfill.

3-C-8 QUESTION: The conduit and light pole bases are under the site work contract?

RESPONSE: See revisions to specification section 01 1200 – Multiple Contract Summary

pertaining to both the Site and Electrical Contracts.

3-C-9 QUESTION: What scope does the concrete bleachers demo fall under?

RESPONSE: The General Contractor (GC) is responsible for all demo and reconstruction

work at the HS Grandstand & MS Bleacher – including removal & disposal of existing seating,

demolition of existing concrete & new concrete work. The Site Contractor (SC) is responsible

for providing & installing new aluminum bleachers as specified in 32 3005 Fixed Aluminum

Bleachers. This was answered in Addendum #2 as well.

3-C-10 QUESTION: There is no work specified to be don’t on L101. The site preparation plan is not

complete for the work to be done on L102 & L103.

RESPONSE: See attached drawings for updates.



3-C-11 QUESTION: Site Work Bid Form Unit Price SC-6 Rock Excavation per 31 2201. In that spec

there is an allowance of 100cy. There is no mention of this on the bid form as is SC-7

Undercutting per spec 31 1201 (not the correct spec #, should be 31 2201). Can you revise

the bid form to show this, please? Also, spec section 31 2201 3.04,F the undercutting unit is

per cy and includes soil stabilization fabric which is quantified by the square foot or square

yard can this be removed from this unit price and paid for by unit price SC-8?

RESPONSE: See revised descriptions for SC-6 and SC-7 below. Please note that page 3 of

the Site Work Bid Form has been updated to reflect these changes. Also, 31 2201 3.04F –

Pricing for soil stabilization fabric required for undercutting shall be covered by unit price SC-8,

and not be included in unit pricing for SC-7.

3-C-12 QUESTION: The project schedule indicates the site work will be split between the summer of

2020 and 2021. With our bid being submitted in late October 2019 for work asphalt work to be

performed 8 - 20 months from the time of bid. Asphalt pricing can fluctuate dramatically due to

environmental and global factors that are beyond the material suppler and the contractor's

control. New York State D.O.T. uses an asphalt index to compensate for this in their bid

proposals to insure the contractors and the project owners are protected. Can you included an

Asphalt Index per NYSDOT for this project, please?

RESPONSE: See specification revisions below.

3-C-13 QUESTION: Detail 1/L111 RPZ and Hot Box with Booster shows 2” Ductile Iron Pipe. Would

2” Copper or HDPE pipe be acceptable as they don’t make 2” ductile iron pipe?

RESPONSE: 2” HDPE is acceptable in lieu of ductile iron.

3-C-14 QUESTION: On drawing HSMS L105, structure SPS 1 is a Stormwater Pollutant Separator. In

review the spec section 33 4001 2.02, F, 4 there is a table providing 5 models without a

specific model to be used. Please specify which model is to be used.

RESPONSE: Stormwater Pollutant Separator model to be used is FD-3HC First Defense

manufactured by Hydro International, (207) 756-6200 or Architect approved equal.

3-C-15 QUESTION: We see addendum #2 cleared up the new grandstand and bleacher concrete

work, however, note #25 on the site plans indicate the demo to be by the site contractor. Is

that correct?

RESPONSE: Note #25 on L101 has been omitted/removed. Refer to the answer provided in

Addendum #2 for Prime Contractor delineation.

3-C-16 QUESTION: Who is responsible for the underground plumbing demo at the MS Gym?

RESPONSE: Refer to Multiple Contract Summary 01 1200 1.3.D.19 for separation of

building/site utilities.

3-C-17 QUESTION: There are stair towers provided by both contracts per Logistics plan A. Typically

they are provided under the GC only. Please clarify.

RESPONSE: The stair tower at the middle school boiler room will be by the MC as most of the

work in the boiler room is by the MC.



3-C-18 QUESTION: Please confirm Prime Contractor responsibility for the following:

Ref: Drawing WE A130, Detail C1 and WE M130 Gen Note A conflicts each other. Which

prime is responsible for the removal of the existing roof deck and/or joists for the new

mechanical penetrations at the (24) new mechanical equipment locations (R.1) on WE A130

and WE-RH-001/WE-REF-02 on WE M130?

RESPONSE: Refer to details on WE M500, GC to provide roof opening, framing, & flashing.

3-C-19 QUESTION: Ref: Detail WE 7/M500. There is 1” rigid insulation shown at the bottom of the

blank off panel that doesn’t appear on the WE G6/A601 cut through the louver. Please provide

a better description/detail of this insulation and which prime contract will furnish and install it.

RESPONSE: 1" rigid insulation is part of the MC scope of work. As part of Specification 23

8223.10 Section 3.2.A.5, the MC shall provide extra thick compressible insulation on the back

of the unit to insure no leakage of outside air beyond air intake.

3-C-20 QUESTION: Ref: Drawings WE AD110 and WE MD105, Rms 28 & 29. AD110, Note DM.1

Remove casework (GC), including countertops and MD105 Note 4 (Mech) appear to cover the

same scope of work. The same thing occurs at AD113 DM.1 and MD108 Note 5. Which note

(prime contractor) is to remove the casework in these rooms?

RESPONSE: Casework shall be removed by the MC.

3-C-21 QUESTION: Ref: Drawing PB A01 and specification section 05700 Decorative Metal Detail A1

shows a SS Guardrail on one side of the new ramp. Please provide the metal railing type from

the listing in 05700 or a detail with size and finish for this rail.

RESPONSE: Refer to spec section 05 5100 Metal Stairs 2.03 Handrails and Guards B.

Guards for guardrail information.

3-C-22 QUESTION: Ref: Drawing PB A02, Detail E8, Should the note “6” Bent Plate” be 6” CFMF

instead?

RESPONSE: Yes, see drawing revisions below.

3-C-23 QUESTION: Ref: Drawing WE A602 General Finish Notes. These notes are confusing and

taken literally could cause disputes down the road. They are different than the TF A101

General Finish Notes, so someone spent some time putting these on this specific drawing. For

example “Paint HM doors and frames unless noted otherwise” There are more door openings

left untouched by the construction work than not. Please clarify this because as it’s written

every HM door frame and HM door would be painted in the school. K. “Paint exposed or semi-

exposed steel stair and railing construction unless otherwise indicated” There doesn’t appear

to be any stair/railing as part of the work in this school. Please clarify

RESPONSE:

A. Existing HM doors do not need to be painted. Only paint new or altered HM

doors and frames.

B. On TF A101, disregard general Note K. No existing stairs or handrails require

painting.



3-C-24 QUESTION: Ref: Drawing WE A602 RFS Keyed Note #3 - “Patch and repair all finishes

affected by new scope including but not limited to flooring, wall paint, tile, base, ceiling, and

casework. Coordinate with trades responsible for scope of work” Please clarify if this implies

that the GC is to patch and repair for all trades, or that all trades are to patch and repair their

own work.

RESPONSE: GC is to patch and repair for all trades.

3-C-25 QUESTION: Ref: Drawing SSE A421 and Specification section 101100 Visual Display Units.

Detail G6/A421 calls for an 18”x24” tack board. Section 101100, Item 2.02 has multiple tack

boards listed as either TB-1, TB-2 or TB-3. Please clarify which tack board is in detail G6.

RESPONSE: See drawing revisions below.

DRAWINGS

3-D-1 Below is a list of all attached full sheets re-issued, and Addendum drawings:

FULL SIZE REVISED SHEETS

1. HSMS A432 – ENLARGED FLOOR PLAN – MS LOCKER ROOMS

2. WE L101 – SITE PREPARATION PLAN

ADDENDUM DRAWINGS

1. HSMS AD3-L001 2. HSMS AD3-L002 3. HSMS AD3-L003 4. HSMS AD3-P001

3-D-2 DRAWING HSMS L106 – GRADING, DRAINAGE AND UTILITY PLAN B

1. ADD Construction Note number 37 to Storm Inlet number 3 (SI/3) plan information.

2. See HSMS AD3-L001 for revisions.

3-D-3 DRAWING HSMS L111 – IRRIGATION PLAN

1. REVISE dimensions of RPZ, booster pump enclosures and concrete pad.

2. ADD Union, Pressure Gauges and Water Tank.

3. REVISE detail notes.

4. See HSMS AD3-L002 for revisions.

3-D-4 DRAWING HSMS L111 – IRRIGATION PLAN

1. ADD dimension for depth of footing from finished grade.

2. See HSMS AD3-L003 for typical stair details.

3-D-5 DRAWING WE L101 - SITE PREPARATION PLAN

1. Plan has been updated/revised to show all construction notes for scope on plan.



3-D-6 DRAWING WE AD110, WE AD111, WE AD113

1. REVISE keyed note DM.1 to DM.8 which reads, “REMOVE CASEWORK AT WINDOW

WALL BY MECHANICAL CONTRACTOR.”

3-D-7 ALL ED (ELECTRICAL DEMOLITION) & TL (THEATRICAL LIGHTING) SERIES

DRAWINGS

1. ADD general demolition notes identified below to DEMOLITION NOTES (ED), and

LIGHTING SYSTEM REMOVAL NOTES (TL).

“CONTRACTOR SHALL REMOVE AND PROPERLY PACKAGE ALL

FLUORESCENT BULBS SCHEDULED FOR REMOVAL THROUGHOUT THE

PROJECT LIMITS. DISPOSE OF THE BULBS ACCORDING TO THE

UNIVERSAL WASTE RULE. THE BULBS MAY CONTAIN MERCURY. NOTE:

FLUORESCENT BULBS BROKEN DURING CONSTRUCTION SHALL BE

DISPOSED OF AS HAZARDOUS WASTE BY THE CONTRACTOR.”

“CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL LIGHT BALLASTS

WITHIN FLUORESCENT LIGHT FIXTURES. THE BALLASTS ARE ASSUMED

TO CONTAIN PCBS UNLESS THE LABEL ON THE BALLAST SPECIFIES

OTHERWISE. ALL LEAKING PCB-CONTAINING BALLASTS SHALL BE

TRANSPORTED OFF-SITE FOR INCINERATION.”

3-D-8 DRAWING HSMS P107 - FIRST FLOOR PLAN - AREA G - PLUMBING

1. REVISE the Teachers Demonstration Table sink type from SK-B to SK-E. Refer to

attached sketch HSMS AD3-P001.

3-D-9 DRAWING PB A02 – DETAIL E8 – DETAIL – PB PARAPET

1. REVISE “6” BENT PLATE” to “6” CFMF.”

3-D-10 DRAWING SSE A421 LOCKER TYPES, PLANS, & ELEVATIONS

1. REVISE DETAIL G6 “TACKBOARD” to read “TB-1.”

SPECIFICATIONS

3-S-1 SPECIFICATION SECTION – 00 0300 ADVERTISEMENT FOR BIDS

1. REVISE “Three (3) copies of Sealed Bids” to “One (1) copy of Sealed Bids”

3-S-2 SPECIFICATION SECTION – 00 1110 – INFORMATION AVAILABLE TO BIDDERS

1. ADD SKANEATELES CSD ROOF REPLACEMENT REPORT (5 Pages)

3-S-3 SPECIFICATION SECTION – 00 2005 BID FORM SITE WORK

1. REPLACE Page 3 with attached page.

3-S-4 SPECIFICATION SECTION – 00 5000 TEMPORARY FACILITIES AND CONTROLS

1. REPLACE this section in its entirety with the attached section.



3-S-5 SPECIFICATION SECTION – 01 1150 – SPECIAL PROVISIONS

1. REVISE the first sentence of the first paragraph to state “The General Contractor shall

provide the field office services, electronics and furniture / supplies listed below for

principal use by the Construction Manager for the duration of the project. The CM field

office is in the basement of the High School.”

3-S-6 SPECIFICATION SECTION 01 1200 – MULTIPLE CONTRACT SUMMARY

1. REMOVE paragraph 1.3.E.6 Site Contractor (Contract No. 5).21 and REPLACE with the

following: 21. Include all site work associated with underground electrical as indicated on

contract documents including but not limited to excavation, disposal of spoils, bedding,

conduit, concrete encasement and reinforcing, backfill, marking tape, compaction and

restoration to finish grade. Include asphalt/concrete patching if necessary. Include

asphalt/concrete patch, sump and drain for hand holes. Coordinate all work with the EC.

2. REMOVE paragraph 1.3.5 Electrical Contractor (Contract No. 4).19 and REPLACE with

the following: 19. Coordinate all site / underground electric work with the Site Contractor.

The Electrical Contractor shall be responsible for all electrical conduit, hand holes, light

pole bases and associated work on site including site conduit runs for the telephone and

data systems, site lighting, power distribution and power services. Excavation and backfill

for this work is to be by the Site Contractor. Any underground electrical work that falls

within the building footprint will be the responsibility of the EC to excavate & backfill.

3-S-7 SPECIFICATION SECTION – 12 2400 WINDOW SHADES

1. ADD 2.02.D.7 – “U” and/or “H” (depending on final installation) channels included for Light Gap Reduction at ALL clerestory windows.

3-S-8 SPECIFICATION SECTION 22 4000 – PLUMBING FIXTURES AND TRIM

1. REVISE Article 2.4.A.1 to read as follows:

A. "1.Elkay Lustertone ELUH 1814, 20-1/2 in. x 16-1/2 in., 7- 7/8 in. deep, nickel type 304 stainless steel single bowl rectangular undermount sink with reveal, undermount brackets rear center outlet, 18 gauge, fitted with the following:"

2. ADD Article 2.4.E to read as follows:

A. "E. SK-E:

1. Elkay Lustertone ELUH 1814, 20-1/2 in. x 16-1/2 in., 7- 7/8 in. deep, nickel type 304 stainless steel single bowl rectangular undermount sink with reveal, undermount brackets rear center outlet, 18 gauge, fitted with the following:

2. Elkay #LKD2433C two-handle concealed mount faucet, 12 in. high restricted swing spout, metal handles, ADA compliant with retractable spray and hose, vandal resistant aerator.

3. Elkay #LKAD35 strainer with removable cup, LKADOS 1-1/2 in. O.D. offset tailpiece.

4. McGuire #8912 semi-cast brass adjustable "P" trap, 1-1/2 in. x 1-1/2 in., with cleanout plug and cast brass escutcheon with set screw.

5. McGuire #LF2167LKF, lead-free, 1/2 in. copper sweat supplies with 1/2 in. OD flexible risers, loose key stops and cast brass escutcheons with set screws.

6. Powers #LFe480, lead-free, tempering valve, 3/8 in. rough chrome finish

7. Provide tailpiece with dishwasher connection where required."



3-S-9 SPECIFICATION SECTION 32 1201 – ASPHALT PAVING

1. The following sub-section shall be ADDED to Part 1- General:

“1.08 ASPHALT PRICE ADJUSTMENT

A. Asphalt pricing is based on NYS Department of Transportation average posted prices for Asphalt Performance Graded Binder (PGB). NYSDOT Website: https://www.dot.ny.gov/main/business-center/contractors/construction-division/fuel-asphalt-steel-price-adjustments

B. Asphalt Price Adjustment: The asphalt price adjustment will be based solely on the price changes for asphalt as determined by the formulas below. No adjustment will be made if the monthly average posted price is within $15.00 of the asphalt price index. No consideration will be given to the situation where an individual supplier’s price exceeds the monthly average posted price.

C. Prices: The Asphalt Index Price and Monthly Average Posted Price are defined as follows:

1. Asphalt Index Price: The asphalt index price is a price per ton of Performance Graded Binder (PGB) used solely as a basis from which to compute asphalt price adjustments. The asphalt index price for original contract bid price items and additional work at the original contract bid price will be the monthly average posted price for the month of the bid letting.

2. Monthly Average Posted Prices: The average terminal price for unmodified PG 64-22 binder, without anti-stripping agent, determined by the NYSDOT, based on prices of approved primary sources of PGB.

D. Adjustment: Asphalt price adjustment will be based on the following formulas:

1. When price Increases: Price Adjustment = (tons x % asphalt) x Monthly Average Posted Price – PGB Index Price - $15.00)

2. When price Decreases: Price Adjustment = (tons x % asphalt) x (Monthly Average Posted Price – PGB Index Price + $15.00)

E. Pavement Types and Percent Asphalt*:

37.5 mm Type 1 Base Course 4.8% Asphalt

19.0 mm Type 3 Binder Course 4.8% Asphalt

12.5 mm Type 6 Top Course 5.9% Asphalt

9.0 mm Type 7 Top Course 6.3% Asphalt

* Percentage of Asphalt is approximate and shall be based off actual project submittals provided by the Asphalt Producer.”

3-S-10 SPECIFICATION SECTION 32 8000 – IRRIGATION WORK

1. The following shall be ADDED to Part 1- General, Item 1.3.B Submittals

“14. Hot Box”

2. The following shall be REMOVED AND REPLACED from Part 2- Products, subsection 2.14 A

REMOVE: “The pump package shall be simple to install and operate. It shall include a professional-grade pump, a marine-grade aluminum enclosure, and the highest quality pump protection. The pump shall be a compact design, durable vertical six-stage centrifugal boost pump with 5 hp 3/200/240 motor with mounted frequency converter, P1 controller and pressure transducers. System shall be Thrush WVH50 15 gallon bladder type pressure tank rated for 150 lbs., two thrush 2” x 10 ½” long braided stainless steel flexible connectors. Standard of quality shall be Grundfos Model CRE10-06 AN-BN-A-E

https://www.dot.ny.gov/main/business-center/contractors/construction-division/fuel-asphalt-steel-price-adjustments

https://www.dot.ny.gov/main/business-center/contractors/construction-division/fuel-asphalt-steel-price-adjustments



for applications with flows up to 208 gpm. The pump shall produce 50 gallons per minute (gpm) at a 208 ft (tdn) psi boost. The pump shall have a one-year warranty.”

REPLACE WITH: “The pump package shall be simple to install and operate. It shall include a professional-grade pump, a marine-grade aluminum enclosure, and the highest quality pump protection. The pump shall be a compact design, durable vertical six-stage centrifugal boost pump with 5 hp 3/200/240 motor with mounted frequency converter, HMI 300 controller and pressure transducers. System shall be Thrush WVH50 15-gallon bladder type pressure tank rated for 150 lbs., two thrush 2” x 10 ½” long braided stainless steel flexible connectors. Standard of quality shall be Grundfos Model CRE10-06 N-BN-A-E-HQQE. The pump shall produce 48 gallons per minute (gpm) at a 175 ft (tdn) psi boost when operating at 88% full speed. The pump shall have a one-year warranty.”

3. The following sub-section shall be ADDED to Part 2- Products:

“2.22 HOT BOX

A. Backflow device enclosure shall be a Class 1 (Freeze Protection) ASSE Classified heated aluminum enclosure with insulation meeting ASSE 1060 certification. Hot box enclosure to have (1) 1500-watt heater electrical rating with 120V single phase heater with thermostat and fan. Hot box enclosure shall have drain ports sized for full port backflow discharge and allow for one-way operation allowing discharge only. Standard of quality shall be DF3ESH DuraFold heated enclosure as manufactured by Hubbell Power Systems, or Architect approved equal.

1. Dimensions: 55” height x 83” length x 26” wide

2. Mounting Pad / Base Plate Dimensions: 38” x 95”

3. Fabrication: Aluminum sheet shall be 3003 aluminum (0.50”/18 gauge). Bracing shall be 6063-T52 aluminum meeting ASTM B221.

4. Heating Equipment: Shall protect piping and equipment from exterior temperatures to -30°F. Heater shall maintain equipment to a temperature of +40°F, in accordance with ASSE 1060 1.2.2.1. Power source shall be protected with GFI receptacle, U.L. 943, NEMA.3R, mounted a minimum of 8” from the bottom of the receptacle to the top of the slab. Separate 20 amp circuits are recommended for each heater, so in the event a circuit fails all other circuits will remain powered. Installations must be in accordance with all local and national codes. Heaters shall be ETL listed for wet/damp locations.

5. Insulation shall be approximately 1.5” unicellular, non-wicking, polysocyanate foam sprayed in place that forms a monolithic bond between the aluminum sheeting and aluminum bracing and shall meet the following criteria:

R-Value 10

Dimensional Stability less than 2% linear change

Compressive Strength 51 psi

Flame Point 325 degrees

Water absorption 0.037psf

Porosity 91%

B. Booster pump enclosure shall be a Class 1 (Freeze Protection) ASSE Classified heated aluminum enclosure with insulation meeting ASSE 1060 certification. Hot box enclosure to have (1) 1500-watt heater electrical rating with 120V single phase heater with thermostat and fan. Hot box enclosure shall have drain ports sized for full port backflow discharge and allow for one-way operation allowing discharge only. Standard of quality shall be DF3100H DuraFold heated enclosure as manufactured by Hubbell Power Systems, or Architect approved equal.



1. Dimensions: 42” height x 62” length x 53” wide

2. Mounting Pad / Base Plate Dimensions: 65” x 74”

3. Fabrication: Aluminum sheet shall be 3003 aluminum (0.50”/18 gauge). Bracing shall be 6063-T52 aluminum meeting ASTM B221.

4. Heating Equipment: Shall protect piping and equipment from exterior temperatures to -30°F. Heater shall maintain equipment to a temperature of +40°F, in accordance with ASSE 1060 1.2.2.1. Power source shall be protected with GFI receptacle, U.L. 943, NEMA.3R, mounted a minimum of 8” from the bottom of the receptacle to the top of the slab. Separate 20-amp circuits are recommended for each heater, so in the event a circuit fails all other circuits will remain powered. Installations must be in accordance with all local and national codes. Heaters shall be ETL listed for wet/damp locations.

5. Insulation shall be approximately 1.5” unicellular, non-wicking, polysocyanate foam sprayed in place that forms a monolithic bond between the aluminum sheeting and aluminum bracing and shall meet the following criteria:

R-Value 10

Dimensional Stability less than 2% linear change

Compressive Strength 51 psi

Flame Point 325 degrees

Water absorption 0.037psf

Porosity 91%”

3-S-11 SPECIFICATION SECTION 33 4001 – STORM DRAINAGE

1. The following shall be ADDED to Part 1- General, Item 1.04.B Submittals:

“8. Flap Gate”

2. REVISE 2.11 STORM LINE CLEANING & SCOPING to 2.12 STORM LINE CLEANING & SCOPING

3. The following sub-section shall be ADDED to Part 2- Products:

“2.13 FLAP GATE

A. Flap gate to be installed on outside of pipe within storm structure as recommended by manufacturer. End of storm pipe shall extend beyond the interior wall of the storm structure as necessary for installation of flap gate. Standard of quality shall be Standard Flap Gate as manufactured by Advanced Drainage Systems, Inc. (614) 457-3051 or Architect approved equal.”

END OF ADDENDUM No. 3

BID FORM – SITE WORK 00 2005

AM Proj 17070 – Skaneateles CSD Capital Project 2021 – Phase II Page 3 of 8

UNIT PRICES: It may be necessary to make additions or subtractions to the contract amount by implementing the below listed Unit Prices. The Bidder shall set forth the cost of all Unit Prices listed below. Should the work listed below be increased or decreased from the amounts shown on the Contract Documents and/or Specifications, upon written notice from the Architect, the undersigned Bidder agrees that the prices quoted below (including insurance, applicable taxes, equipment, overhead, and profit) shall be the basis of his compensation or deduction, as the case may be, for such increase or decrease in this work. All work shall be at the quoted Unit Prices. Provide only one (1) price for each item. Spaces left BLANK, struck out, or otherwise not completed with a dollar value will be considered “NONE” or “$ 0.00”.

Unit Price No. SC-1

REPLACE EXISTING GRANITE CURBING WITH NEW

US $ _________________ (in figures)

Description: Removal of existing granite curbing, including any associated footings or underdrains and removal of 2’ width (maximum) of adjacent asphalt pavement. Installation of new granite curbing and adjacent asphalt pavement as in the L-Series drawings and described in Sections 32 1201 and 32 1601. Unit of Measurement: LINEAR FEET

Unit Price No. SC-2

MEDIUM DUTY ASPHALT (MDA) PAVING

US $ _________________ (in figures)

Description: Removal of existing asphalt material and subgrade, compaction of subgrade per specifications, installation of stabilization fabric, stone subbase and asphalt material as detailed in the L-Series drawings and described in Section 32 1201 for Medium Duty Asphalt (MDA). Unit of Measurement: SQUARE YARD

Unit Price No. SC-3

HEAVY DUTY ASPHALT (HDA) PAVING

US $ _________________ (in figures)

Description: Removal of existing asphalt material and subgrade, compaction of subgrade per specifications, installation of stabilization fabric, stone subbase and asphalt material as detailed in the L-Series drawings and described in Section 32 1201 for Heavy Duty Asphalt (HDA). Unit of Measurement: SQUARE YARD

Unit Price No. SC-4

SIDEWALK REPLACEMENT

US $ _________________ (in figures)

Description: Removal of existing concrete and subgrade, compaction of subgrade per specifications, installation of stone subbase, concrete, and slip dowels as detailed in the L-Series drawings and described in Section 32 1301. Unit of Measurement: SQUARE FOOT

Unit Price No. SC-5

SEEDING AND RESTORATION

US $ _________________ (in figures)

Description: Decompaction of soil per specifications, installation of 4 inches of topsoil & seed as described in Section 32 9201. Unit of Measurement: SQUARE YARD

Unit Price No. SC-6

ROCK EXCAVATION

US $ _________________ (in figures)

Description: Removal of discovered rock material as described in Section 31 2201. Note: 100 cubic yards to be included in Base Bid.”. Unit of Measurement: CUBIC YARD

Unit Price No. SC-7

UNDERCUTTING

US $ _________________ (in figures)

Description: Undercutting where unsatisfactory soils are discovered. This includes excavation, removal and haul away of unsuitable material, back fill and compaction with suitable granular material as specified in Section 31 2201. Note: 250 cubic yards to be included in Base Bid. Unit of Measurement: CUBIC YARD

Unit Price No. SC-8

SOIL STABILIZATION FABRIC

US $ _________________ (in figures)

Description: Woven soil stabilization fabric furnished and installed as described in Section 321201.Unit of Measurement: SQUARE YARD

Unit Price No. SC-9

4” STORM WATER MANAGEMENT TRENCH (SMT)

US $ _________________ (in figures)

Description: 4 inch storm water management trench (SMT) piping, filter fabric and drainage stone, furnished and placed as described in Section 33 4001.Unit of Measurement: LINEAR FOOT

TEMPORARY FACILITIES AND CONTROLS 01 5000


PART 1 - GENERAL

1.1 RELATED DOCUMENTS:

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division-01 Specification

Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies requirements for temporary services and facilities, including utilities, construction and support facilities, security and

protection.

B. This Section applies to the Prime Contractors and their subcontractors. Prime Contractors shall provide whatever temporary facilities that

may be required to complete their Contract Work as indicated.

C. Temporary utilities required include but are not limited to:

1. Water service and distribution.

2. Temporary electric power and light.

3. Telephone service.

4. Storm and sanitary sewer.

D. Temporary construction and support facilities required include but are not limited to:

1. Field offices and storage sheds.

2. Temporary roads and paving.

3. Sanitary facilities, including drinking water.

4. Temporary heating and ventilation.

5. Weather protection.

6. Cleanup and waste disposal services.

7. Construction aids and miscellaneous services and facilities.

8. Construction signage.

E. Security and protection facilities required include but are not limited to:

1. Temporary fire protection.

2. Storm water control.

3. Tree and plant protection.

4. Pest control.

5. Security enclosure and lockup.

F. Related Sections include the following:

1. Division 01 Section SUBMITTAL PROCEDURES for procedures for submitting copies of implementation and termination schedule

and utility reports.

2. Divisions 02 through 33 Sections for temporary heat, ventilation, and humidity requirements for products in those Sections.

1.3 DEFINITIONS

A. Permanent Enclosure: As determined by Architect, roofing is complete, insulated, and weather tight; exterior walls are insulated and

weather tight; and all openings are closed with permanent construction or substantial temporary closures that are at least equal to the

thermal performance of the final construction.

1.4 USE CHARGES

A. General: Cost or use charges for temporary facilities are not chargeable to Owner or Architect and shall be included in the Contract Sum.

Allow other entities to use temporary services and facilities without cost, including, but not limited to, the following:

1. Owner's construction forces.

01 5000 TEMPORARY FACILITIES AND CONTROLS


2. Occupants of Project.

3. Architect.

4. Construction Manager.

5. Testing agencies.

6. Personnel of authorities having jurisdiction.

B. Water Service: Water from Owner's existing water system is available for use without metering and without payment of use charges.

Provide connections and extensions of services as required for construction operations. Refer to Special Provisions 01 1150 section 7.5

for additional requirements.

C. Electric Power Service: Electric power from Owner's existing system is available for use without metering and without payment of use

charges. Provide connections and extensions of services as required for construction operations. Refer to Special Provisions 01 1150

section 7.7 for additional requirements.

1.5 SUBMITTALS

A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel.

B. Temporary Utilities: Submit reports of tests, inspections, meter readings and similar procedures performed on temporary utilities.

C. Implementation and Termination Schedule: Submit a schedule indicating implementation and termination of each temporary utility within 15

days of the date established for submittal of Contractor’s Construction.

1.6 QUALITY ASSURANCE

A. Regulations: Comply with industry standards and applicable laws and regulations of all Federal, State, and local governing authorities

having jurisdiction, including but not limited to:

1. OSHA regulations.

2. Building Code requirements.

3. Health and safety regulations.

4. Utility company regulations.

5. Police, Fire Department and Rescue Squad rules.

6. Environmental protection regulations.

7. New York State Education Department

B. Standards: Comply with NFPA 241, "Standard for Safeguarding Construction, Alterations, and Demolition Operations", ANSI-A10 Series

standards for "Safety Requirements for Construction and Demolition", and NECA Electrical Design Library "Temporary Electrical Facilities."

1. Trade Jurisdictions: Assigned responsibilities for installation and operation of temporary utilities are not intended to interfere with

trade regulations and union jurisdictions.

2. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in

compliance with National Electric Code (NFPA 70).

C. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications

and permits.

1.7 PROJECT CONDITIONS

A. Temporary Utilities: At the earliest feasible time, when acceptable to the Owner, change over from use of temporary service to use of the

permanent service.

1. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance,

and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously

assigned responsibilities.

B. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner and repair

any damages without delay. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress.

Do not allow hazardous dangerous or unsanitary conditions, or public nuisances to develop or persist on the site. Relocate temporary

services and facilities as required by progress of the Work.



C. Damages: Prime Contractors shall provide for repair of damages caused by use of his temporary facilities. Walks, pavements, curbs,

interior finishes, and any other existing surfaces that are broken, damaged, settled or otherwise defective, as a result of receiving, handling

or storage of materials or the performance of work for this project shall be fully restored at the expense of the Prime Contractor whose

operations or employees caused the damage.

D. Changes: Check for Alternates and other possible changes in the work that might affect work and materials of this section.

E. Parking: For Prime Contractors and subcontractors and their employees, parking shall be only in areas as approved by the Owner. If no

such areas are available the Contractors shall make arrangements to park off the site.

F. Use of Site: Prime Contractors shall limit use of the site for access, parking and storage of materials to those areas approved by the Owner.

Materials shall be brought into the building only by routes approved by Owner.

1.8 STAGING AREAS AND BUILDING ACCESS

A. A temporary staging area will be provided adjacent to the buildings receiving alterations as detailed on logistics and phasing plans (Special

Provisions 01 1150 exhibits C-H).

B. All access to the buildings must be through the staging area and passageways, stairways, elevator, etc. as assigned by the Construction

Manager.

C. Contractor’s personnel shall not be allowed access to any other part of the building other than the immediate construction area except by

special arrangement with the Construction Manager.

D. The Contractors shall provide protection pads, runways, etc. for all roof areas that will have to be crossed by Construction personnel and

equipment. Coordinate protection to be provided with the Architect and Construction Manager well in advance of roof usage.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Provide new materials; if acceptable to the Architect, undamaged previously used materials in serviceable condition may be used.

Provide materials suitable for the use intended.

B. Pavement: Comply with Division 32 Section ASPHALT PAVING.

C. Chain-Link Fencing: Minimum 2-inch, 0.148-inch-thick, galvanized steel, chain-link fabric fencing; minimum 8 feet high with galvanized

steel pipe posts; minimum 2-3/8-inch-OD line posts and 2-7/8-inch-OD corner and pull posts, with 1-5/8-inch-OD top rails.

D. Lumber and Plywood: Comply with requirements in Division 06 Section ROUGH CARPENTRY.

E. Gypsum Board: Minimum 5/8 inch thick by 48 inches wide by maximum available lengths; Type X panels with tapered edges. Comply with

ASTM C 36/C 36M.

F. Insulation: Unfaced mineral-fiber blanket, manufactured from glass, slag wool, or rock wool; with maximum flame-spread and smoke-

developed indexes of 25 and 50, respectively.

G. Paint: Comply with requirements in Division 09 Section PAINTING.

1. For job-built temporary offices, shops, sheds, fences and other exposed lumber and plywood, provide exterior grade acrylic-latex

emulsion over exterior primer.

2. For sign panels and applying graphics, provide exterior grade alkyd gloss enamel over exterior primer.

H. Tarpaulins: Provide waterproof, fire-resistant, UL labeled tarpaulins with flame-spread rating of 15 or less. For temporary enclosures

provide translucent nylon reinforced laminated polyethylene or polyvinyl chloride fire retardant tarpaulins.

I. Water: Provide potable water approved by local health authorities.



2.2 EQUIPMENT

A. General: Provide new equipment; if acceptable to the Architect, undamaged, previously used equipment in serviceable condition may be

used. Provide equipment suitable for use intended.

B. Water Hoses: Provide 3/4" heavy-duty, abrasion-resistant, flexible rubber hoses 100 ft. long, with pressure rating greater than the maximum

pressure of the water distribution system; provide adjustable shut-off nozzles at hose discharge.

C. Electrical Outlets: Provide properly configured NEMA polarized outlets to prevent insertion of 110-120 volt plugs into higher voltage outlets.

Provide receptacle outlets equipped with ground-fault circuit interrupters, reset button and pilot light, for connection of power tools and

equipment.

D. Electrical Power Cords: Provide grounded extension cords; use "hard-service" cords where exposed to abrasion and traffic. Provide

waterproof connectors to connect separate lengths of electric cords, if single lengths will not reach areas where construction activities are

in progress. Do not exceed safe length-voltage ratio.

E. Lamps and Light Fixtures: Provide general service energy saver (LED) lamps of wattage required for adequate illumination. Provide guard

cages or tempered glass enclosures, where exposed to breakage. Provide exterior fixtures where exposed to moisture.

F. Heating Units: When permanent systems cannot be used for temporary heat, provide a system of gas fired temporary heating units that

have been tested and labeled by UL, and are A.G.A. certified. Gas fired heaters may be radiant type, natural convection type, or forced

recirculation type, but all shall be UL rated and A.G.A. approved for non-vent use.

1. Use of electric heaters, gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited.

2. Gas heaters shall be ducted if heater is approved for ducted use.

3. If bottled gas type units are used, storage tanks shall be located outside the building.

4. Permanent HVAC System: If use of permanent HVAC system is authorized for temporary use during construction, provide filters at

each return air grille in system and remove at end of construction.

G. Temporary Toilet Units: Provide self-contained single-occupant toilet units of the chemical, aerated recirculation, or combustion type,

properly vented and fully enclosed with a glass fiber reinforced polyester shell or similar nonabsorbent material.

H. First Aid Supplies: Comply with governing regulations.

I. Fire Extinguishers: Refer to Special Provisions 01 1150 section 7.4.

J. Drinking-Water Fixtures: Containerized, tap-dispenser, bottled-water drinking-water units, including paper cup supply and trash receptacle.

PART 3 - EXECUTION

3.1 INSTALLATION:

A. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in

minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. Coordinate

locations with the Construction Manager and Architect.

B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer

needed, or are replaced by authorized use of completed permanent facilities.

3.2 WATER SERVICE:

A. The Contractor needing water shall make arrangements with the Construction Manager for the use of water during construction for himself

and subcontractors on this project.

B. From the source of supply the Contractor shall provide all temporary connections, lines, hose, pipe, barrels and all other parts and pay all

costs for same and shall run temporary lines to each area of the Work where water is required.

1. Sterilization: Sterilize temporary water piping prior to use.

C. Prime Contractors and subcontractors requiring water shall provide their own hoses and connections to the temporary water lines.



D. The Contractor shall remove from premises all temporary lines, hose, etc., on completion of the Work or as otherwise directed.

E. See Special Provisions 01 1150 7.5 for additional requirements.

3.3 TEMPORARY ELECTRIC SERVICE:

A. Refer to Special Provisions 01 1150 section 7.7.

3.4 TEMPORARY TELEPHONE:

A. Each Contractor shall provide temporary telephone service, if they need it, for all personnel engaged in construction activities, throughout

the construction period. Install telephone within the temporary office space.

B. Each Contractor shall provide a portable cellular telephone for superintendent’s use in making and receiving telephone calls.

3.5 STORAGE

A. Prime Contractor or subcontractors may erect temporary buildings for the storage of materials and equipment. Heat, light and power, if

required, for temporary buildings, is the responsibility of the Prime Contractors or subcontractors erecting each temporary building.

B. The location of any temporary building shall be approved by the Architect and Construction Manager and shall not interfere with the use of

the adjacent buildings driveways, walks, etc.

C. Materials shall not be stored promiscuously about the site but shall be carefully stored in areas which will not interfere with pedestrian traffic

nor with access to and egress from adjacent properties and buildings. No materials or debris shall be stored within 25 feet of the building.

D. Storage and Fabrication Sheds: Install storage and fabrication sheds, sized, furnished and equipped to accommodate materials and

equipment involved, including temporary utility service. Sheds may be open shelters or fully enclosed spaces within the building or

elsewhere on the site.

3.6 TEMPORARY PAVING:

A. All Prime Contractors are responsible for traffic control as it pertains to their scope of work. Refer to Special Provisions 01 1150 sections

7.17 and 8.9 for additional information.

B. Traffic Controls: Provide temporary traffic controls at junction of temporary roads with public roads. Include warning signs for public traffic

and "STOP" signs for entrance onto public roads. Comply with requirements of authorities having jurisdiction.

1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

3.7 SANITARY FACILITIES:

A. Sanitary facilities include temporary toilets, and drinking water fixtures. Comply with regulations and health codes for the type, number,

location, operation and maintenance of fixtures and facilities. Install where facilities will best serve the Project's needs. Coordinate locations

with Construction Manager.

B. Toilets: The General Contractor shall provide self-contained toilet units for use by all construction personnel as noted in Special Provisions

01 1150 section 7.8. The quantity of units shall be as required by OSHA for the number of construction workers on site. Shield toilets to

ensure privacy.

1. Provide separate facilities for male and female personnel.

2. The General Contractor shall provide toilet tissue and similar disposable materials for each facility. The Contractors shall be

responsible to keep these toilets clean, including a regular “pump-out” and disposal of the waste by an authorized service.

3. The area of sanitary facilities shall not be used for loitering, and shall be kept clean by the Contractors.

C. Drinking-Water Facilities: Provide containerized, tap-dispenser, bottled-water drinking-water units, including paper supply for his personnel

and his sub-contractor’s personnel..



3.8 BUILDING VENTILATION

A. Each contractor is responsible for ventilation, dust protection, and odor control. Reference Special Provisions 01 1150 section 7.6, 8.4, &

8.5.

B. Maintaining Ventilation to Occupied Areas during Construction: The Contractors shall submit a temporary ventilation plan for approval to

the Construction Manager and the Architect/Engineer detailing how ventilation will be maintained in occupied areas during construction if

the permanent systems needed to be shut down.

1. The temporary ventilation plan shall indicate how required ventilation (as per ASHRAE 62-1999) to occupied spaces that will be

affected by construction will be maintained during the project.

2. The temporary ventilation plan shall indicate HVAC ductwork that must be rerouted, disconnected, or capped in order to prevent

contaminants from the construction areas from entering the occupied portions of the building.

3. The plan shall indicate any significant pressurization changes anticipated in the building as a result of any temporary HVAC

modifications for the construction project and provide necessary controls to prevent contaminants from entering occupied areas of the

building.

3.9 INDOOR ENVIRONMENTAL / INDOOR AIR QUALITY (IAQ CONTROL)

A. Each contractor is responsible for IAQ. The General Contractor shall provide IAQ management as described in Summary of Work 01 1200

section 1.8.A for the MS Gym, HS Auditorium & Waterman Auditorium for the duration of work in those spaces. All other areas of work

shall have IAQ maintained per 01 1200 section 1.8.B.

B. Minimum IAQ requirements for the Construction Project.

1. Control of the occupied indoor environment will be a priority for the duration of this construction project. All Prime Contractors and

Sub-Contractors shall be responsible for control of their construction and maintenance activities to comply with the minimum

requirements necessary to provide the occupied areas of the building with acceptable indoor environmental conditions throughout the

course of the project.

2. The Contractors shall provide appropriate engineering controls for the project to comply with 8 NYCRR 155 Section 155.5 Uniform

Safety Standards for, and as deemed necessary by the Owner and the Construction Manager.

3. All Prime Contractors, Construction Manager, Architect, and Owner will review indoor environmental management for this project.

4. Indoor environmental issues will be addressed at all pre-construction, progress, and pre-installation meetings.

C. Control of Chemical Fumes, Gasses and Other Contaminants.

1. All Contractors construction activities with substantial emissions such as, but not limited to, welding, roofing, paving, painting, or

operation of internal combustion powered devices, shall be performed so that occupant exposure is minimized.

2. Contractors shall make provisions to prevent emissions from construction activities from entering occupied areas of the building.

a. Such provisions may include increasing positive pressurization of occupied areas, providing negative air machines in

construction areas, relocation of emission sources, temporary modifications to HVAC outside air intakes, and/or rescheduling

work hours outside of the times when the building is occupied.

3. Contractor Work schedules shall include sufficient time for off-gassing of volatile products (i.e. glues, paints, carpeting, wall coverings,

furniture, and other interior finish products) prior to re-occupancy.

4. All Contractors shall provide information on product manufacturer’s recommended temperatures and times required to cure and

ventilate building and finish products before use and prior to safe re-occupancy.

a. Building products or furnishings (which off gas significant contaminants), shall be allowed to off gas in a ventilated warehouse

for the manufacturer’s recommended period prior to installation.

5. Cleaning of Occupied Areas: All occupied portions of the facility affected by the construction activity shall be cleaned at the close of

each workday.

6. Contractors shall coordinate with Owner’s maintenance staff for any additional housekeeping activities required to render occupant

areas acceptable for re-occupancy on the following day.

7. It shall be the Contractor’s responsibility to ensure that required health, safety, and educational activities are maintained in occupied

areas.

3.10 SCAFFOLDING AND HOISTING, GENERAL:

A. The Prime Contractors shall provide all scaffolds, runways, ramps, hoists and other construction aids as may be required for reaching all

portions of his work conveniently and safely, except as otherwise indicated.



B. The General Contractor (GC) shall provide a scaffolding system in the entirety of the house seating area including balconies for use by all

trades in the HS Auditorium & Waterman Auditorium. Scaffold system to be in place prior to the start of abatement and remain until ceilings

are fully reinstalled and punch list items are completed and signed off by the Architect.

C. The Prime Contractors shall furnish and maintain all temporary ramps, runways, chutes, derricks, stairs, joists, cranes and similar items

required for the proper execution of the work of the Contract, including the work of subcontractors. Any and all of these facilities shall be

constructed so as to prevent damage to, including staining or marring of, permanent work. All damage resulting from the use of such

facilities shall be repaired by the Contractor at his expense.

1. Where chute operation is performed adjacent to areas occupied by the public in which there are wall openings, i.e.: windows, doors,

etc., such opening shall be protected against penetration to withstand the maximum credible impact.

2. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.

D. Existing Stair Usage: Use of Owner's existing stairs will be permitted, as long as they are cleaned and maintained in a condition acceptable

to owner. At Substantial Completion, restore stairs to condition existing before initial use.

1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If, despite

such protection, stairs become damaged, restore damaged areas so no evidence remains of correction work

3.11 TEMPORARY STAIRS AND/OR RAMPS

A. Refer to Special Provisions 01 1150.

3.12 MATERIAL HOIST

A. The construction and operation of the material hoist shall comply with all applicable requirements of the "American Standard Safety Code

for Building Construction" published by the "American National Standards Institute and to all applicable state and municipal codes.

B. Prohibit the use of the material hoist for transporting personnel.

C. Any hoisting beyond the capacity of the material hoists described above shall be provided for by the Contractor requiring same.

D. Hoist shall be maintained in good operating condition until such time as it is no longer required as determined by the Construction Manager,

and when directed by the Construction Manager, it shall be removed by the Contractor.

E. Temporary Exterior Lighting: Install exterior yard and sign lights so that signs are visible when Work is being performed.

3.13 CLEANUP AND WASTE DISPOSAL:

A. Collection and Disposal of Waste: Collect waste from construction areas and elsewhere daily. Comply with requirements of NFPA 241 for

removal of combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than 3 days during normal

weather or 1 day when the temperature is expected to rise above 80°F (27°C). Handle hazardous, dangerous, or unsanitary waste materials

separately from other waste by containerizing properly. Dispose of material lawfully.

1. General and Final Cleaning:

a. Dumpsters are to be provided by The General Contractor.

1) General Contractor - GC (Contract #1) to provide building debris containers for general housekeeping to be available for

all prime contractors use. Refer to Special Provisions 01 1150 section 7.2 for additional information.

2) The maintenance of a clean work site shall be the responsibility of each Contractor.

3) Each Contractor shall remove own debris daily from work area to waste disposal containers (dumpsters), time lapse not

acceptable.

4) Each and every Contractor working on site shall submit manpower on Friday at 8 A.M. to work as a team to remove debris

to dumpsters until complete. At discretion of Construction Manager, a Contractor not complying may be back-charged for

work performed by others. The General Contractor - GC (Contract #1) shall provide (5) 30 cubic yard dumpsters for this

use over the length of the project and shall provide brooms, sweeping compound and receptacles. cleaning and debris

disposal remains with the General Contractor - GC (Contract #1). The General Contractor - GC (Contract #1) shall include

use of sweeping compound.



5) Final cleaning shall be the responsibility of each Prime Contractor for his/her own work.

3.14 TEMPORARY FIRE PROTECTION AND PREVENTION

A. Maintain unobstructed access at all times to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways and other access

routes for fighting fires. Prohibit smoking in hazardous fire exposure areas.

B. Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or

near each usable stairwell. All firefighting equipment provided shall be conspicuously located.

C. All firefighting equipment shall be inspected and maintained in operating condition. Defective equipment shall be immediately replaced.

D. Fire extinguishers, water drums and other equipment, subject to freezing, shall be protected from freezing.

E. Store combustible materials in containers in fire-safe locations. Combustible materials shall be stored a minimum of twenty five (25) feet

away from the building.

F. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition.

3.15 BARRICADES AND PROTECTION:

A. Barricades, Warning Signs and Lights: Comply with standards and code requirements for erection of structurally adequate barricades.

Paint with appropriate colors, graphics and warning signs to inform personnel and the public of the hazard being protected against. Where

appropriate and needed provide lighting, including flashing red or amber lights.

1. Roadways, walks, paths, exit ways and other areas, etc. shall remain unobstructed and shall be maintained in a safe and satisfactory

manner.

2. The Contractor shall properly barricade all of their excavations, trenches, dangerous openings and other parts to prevent injury or

harm to any person in such areas.

3. All guards and night lights and other proper protection shall be provided by the Contractors, for the safety of the public, occupants of

adjacent buildings and areas and employees and staff of the Construction Manager as may be required by the Owner and all authorities

having jurisdiction.

4. The Contractor shall provide, maintain, repair and remove temporary covered walkways at points of entry and egress per OSHA

requirements. The roof shall be covered with waterproof material. Enclose sides of walkways with adequate materials where exposed

to construction activities. Coordinate the locations with the Construction Manager and relocate as required.

B. The Contractor shall be responsible for and shall protect all trees, shrubs, lawns and other site work property from damage by operations

of this project where such items are to remain.

1. Install temporary fencing located as indicated, or outside the drip line of trees to protect vegetation from damage from construction

operations. Protect tree root systems from damage, flooding, and erosion.

3.16 CONSTRUCTION SIGNS

A. Each Contractor shall provide all required construction site signage for traffic, safety, and directions as it pertains to their scope of work.

Provide all required temporary traffic controls as required to facilitate the project. This includes warning signs, traffic signs, barrier, warning

lights, etc.

3.17 OPERATION, TERMINATION AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses

to minimize waste and abuse.

B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar

elements.

1. Protection: Prevent water filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation

operations.

2. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis

where required to achieve indicated results and to avoid possibility of damage.



C. Termination and Removal: Unless the Construction Manager requests that it be maintained longer, remove each temporary facility when

the need has ended, or when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if

necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged

Work, clean exposed surfaces and replace construction that cannot be satisfactorily repaired.

1. Materials and facilities that constitute temporary facilities are property of the Contractor unless otherwise specified.

2. Remove temporary paving that is not intended for or acceptable for integration into permanent paving. Where the area is intended

for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil in the area. Remove

materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances which might impair growth

of plant materials or lawns. Repair or replace street paving, curbs and sidewalks at the temporary entrances, as required by the

governing authority.

D. At Substantial Completion, clean and renovate permanent facilities that have been used during the construction period. Comply with final

cleaning requirements in Division 01 Section PROJECT CLOSEOUT.

END OF SECTION 01 5000

FACS

CLASSROOM

M135

SK-C

SK-B

SK-B

SK-E

3

2

2"

2"

1/2"1/2"

1 1/2"

1"

1/2"

3/4"

(E) ●

(E) ●●

(E)A

W(E

)AW

(E)G

(E) ●● (E) ●

(E)

●●

(E)

●

(E) ●

1 1/2"

1 1/2"

2

REFRIGERATORSUPPLY BOX

4

P600

1/2"

1/2"

3/4"

3/4"

●●

●

5

6

6

7

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

●

●●

1/2"

12

1 1/4"

IW

1/2"1/2"

● ●●

● ●●

2"

1

AM JOB NO.

DATE:

PROJECT:

© - ASHLEY MCGRAW ARCHITECTS

SHEET NO:

17070

10/22/19

2019

HSMSAD3-P001

SKANEATELES CSD CAPITAL PROJECT 2021

HIGH SCHOOL / MIDDLE SCHOOL AND PRESS BOX

45 EAST ELIZABETH STREET, SKANEATELES NY 13152

SKANEATELES CSD PHASE 2 - ADDITIONS AND ALTERATIONS

SED: 42-16-01-06-0-001-027 (HIGH SCHOOL/MIDDLE SCHOOL)

1/8" = 1'-0"1

PARTIAL FIRST FLOOR PLAN - AREA G

REF DWG: HSMS-P107

ADDENDUM No. 3 - Northland Assoc...Addendum No. 3 Page 3 of 10 17070 Skaneateles CSD - Capital...

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