design and construction group the … 02...updated 07/28/2015 printed 11/27/2017 page 1 of 2 project...

Updated 07/28/2015

Printed 11/27/2017 of 2 Project No. 41859 – C, P, E

DESIGN AND CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 2 TO PROJECT NO. 41859

CONSTRUCTION WORK, PLUMBING WORK AND ELECTRICAL WORK

REPLACE WATER TOWER & WATER SOFTENING SYSTEM

EASTERN CORRECTIONAL FACILITY

30 INSTITUTION ROAD

PO BOX 338

NAPANOCH, NY 12458

November 27, 2017

NOTE:This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.

Acknowledge receipt of this Addendum in the space provided on the Bid Form.

SPECIFICATIONS – CONSTRUCTION WORK

1. SECTION 331613 GLASS-FUSED-TO-STEEL ELEVATED WATER STORAGE TANK: Discard the

section bound in the Project Manual and substitute the attached Section (331613-1 through 331613-25)

noted “Revised: 11/21/2017.”

SPECIFICATIONS – CONSTRUCTION, PLUMBING, AND ELECTRICAL WORK

2. SECTION 011000 SUMMARY OF THE WORK, Add Paragraph:

“1.11 RESTRICTED WORK PERIOD

A. Plumbing Work Contract: Do not perform softener replacement and related Work on or

after December 1st and up to, but not including April 1st unless approved otherwise, in

writing, by the Director.”

3. DOCUMENT 001114 ADVERTISEMENT FOR BIDS: The last date for receipt of bids is changed

from 2:00pm Wednesday, November 29, 2017 to 2:00pm Wednesday, December 13, 2017.

4. DOCUMENT 001114 ADVERTISEMENT FOR BIDS: Add the following two paragraphs:

“As a condition of award, within 48 hours of receipt of the proposed Contract Agreement from the State, the

low bidder shall return the Contract Agreement to the State, properly executed, along with the Bonds if

required by said Agreement. Low bidders who cannot meet these provisions may be subject to disqualification

and forfeiture of the bid security.

The State intends to expedite award of this Contract and the Contractor shall be prepared to proceed with the

Work accordingly. Bidders are warned that time is of the essence of the Contract and substantial completion

of the Work must be within 361 days after the Agreement is approved by the Comptroller. Due to the

tightness of the construction schedule, bidders should consider the necessity for an increased work force and

shift operations.”

Updated 07/28/2015

Printed 11/27/2017 of 2 Project No. 41859 – C, P, E

APPENDIX

5. Construction Work Project Manual, Schedule of Submittals. Discard the section bound in the Project

Manual and substitute the attached Schedule of Submittals Section noted “Revised: 11/21/2017.”

6. Construction Work Project Manual, Geotechnical Evaluation Report, Section 2.0, 5th paragraph, 3rd

Sentence: Change to read: “The overflow elevation will be established approximately 182 feet above

finished grade.”

7. Plumbing Work Project Manual, Schedule of Submittals. Discard the section bound in the Project Manual

and substitute the attached Schedule of Submittals Section noted “Revised: 11/21/2017.”

8. Electrical Work Project Manual, Schedule of Submittals. Discard the section bound in the Project Manual

and substitute the attached Schedule of Submittals Section noted “Revised: 11/21/2017.”

DRAWINGS

9. Drawing No. G-101 Add Erosion Control Note No. 11 “BACKFILL All TRENCH EXCAVATIONS TO

EXISTING GRADE AT THE CLOSE OF EACH WORK DAY.”

10. Drawing Nos. C-101, C-102, C-103, C-104, E-101, E-102, & P-101 Noted “Revised Drawing 11/17/2017”

accompany this Addendum and supersede the same numbered originally issued drawings.

11. Drawing C-107, Detail No. 1, Change leader note to read: “10’ x 10’ OPENING FOR OVERHEAD

DOOR.”

12. Drawing C-107, Detail No. 2, Change leader note to read: “TANK FOUNDATION TO BE DESIGNED

TO MEET 4’-6” FROST DEPTH.”

13. Drawing C-107, Detail No. 2, Change vertical dimension note to read: “53 FEET WITH 12 INCHES OF

FREEBOARD.”

14. Drawing P-101, Add note: “PROVIDE 8’ TALL TEMPORARY CHAIN LINK FENCE ENCLOSURE &

ACCESS GATE AROUND STAGING AREA. SEE SECTION 015000 (1.08) OF THE PROJECT

MANUAL.”

15. Drawings P-102 & P-103, Detail No. 2, Change leader note to read: “REMOVE AND REPLACE 4”

PRESSURE RELIEF VALVE.”

16. Drawing P-105, Detail Nos. 1 & 2, Change leader note to read: “INSTALL PIPING AND FITTINGS FOR

TEMPORARY CONNECTION IN LESS THAN 8 HOURS. SUPPORT PIPING ON FLOOR WITH

WOOD BLOCKING.”

END OF ADDENDUM

Margaret F. Larkin

Executive Director

Design and Construction

Updated 11/21/17

Printed 11/22/2017 331613 - 1 Project No. 41859-C

SECTION 331613

GLASS-FUSED-TO-STEEL ELEVATED WATER STORAGE TANK

Revised: 11/21/2017

PART 1 GENERAL

1.01 SCOPE

A. This section covers the requirements for supplying all labor, material and

equipment required to design, fabricate, deliver, erect and test one glass-fused-

to-steel style water storage tank in accordance with the plans, these

specifications and the standard specifications of the American Water Works

Association AWWA D103 and the Building Code of New York State. The tank

manufacturer must maintain a shop or shops for assembling and fabrication of

the materials as well as performing the service of erection of such a structure and

be able to show recent experience in the erection of five tanks of this style in

sizes as large as that specified within the last 5 years.

B. The tank structure shall include a concrete foundation, floor, and other

appurtenances as shown on the contract drawings and described herein.

C. All associated tank materials shall be supplied by the tank manufacturer. All

materials shall be new and shall be free of defects.

D. All steel used in the fabrication of the elevated tank shall be manufactured

within the United States of America (USA). The Contractor shall furnish the

Engineer with a copy of the bill of sale for the steel, Certificate of Compliance

(C.O.C.) which indicates its origin, as well as a notarized affidavit from the steel

manufacturer affirming that the steel furnished for construction of the elevated

tank has been manufactured in the USA.

E. Foundation

F. Sealants

G. Tank Roof

H. Tank Accessories

1.02 RELATED WORK SPECIFIED ELSEWHERE

A. Cast-In-Place Concrete: Section 033000

B. Disinfection of Water Storage Facilities: Section 331160

Updated 11/21/17


1.03 REFERENCES

A. American Society for Testing and Materials (ASTM).

B. American Concrete Institute (ACI).

C. ASTM A36/A36M - Standard Specification for Carbon Structural Steel.

D. ASTM A992/A992M - Standard Specification for Structural Steel Shapes.

E. ASTM A1011/A1011M - Standard Specification for Steel, Sheet and Strip, Hot

Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy

with Improved Formability, and Ultra-High Strength.

F. ASTM B916 - Standard Test Method for Adherence of Porcelain Enamel

Coatings to Sheet Metal.

G. Building Code of New York State.

H. ANSI ASCE 7 – Minimum Design Loads for Buildings and Other Structures.

I. ASTM C633-79 - Standard Test Method for Adhesion or Cohesion Strength of

Flame-Sprayed Coatings.

J. ANSI/AWWA C652 - Standard for Disinfection of Water-Storage Facilities.

K. ANSI/AWWA D103 - Standard for Factory-Coated Bolted Steel Tanks for

Water Storage.

L. American Welding Society (AWS) D1.2/D1.2M - Structural Welding Code -

Aluminum.

M. Federal Specification FS TT-S-00230C - Sealing Compound: Elastomeric Type,

Single Component (For Calking, Sealing, and Glazing in Buildings and Other

Structures).

N. General Services Administration Commercial Item Description GSA CID A-A-

59588A - Rubber, Silicone.

O. National Sanitation Foundation (NSF) Standard 61 - Drinking Water System

Components.

P. Society for Protective Coatings SSPC-SP 10/NACE No. 2 - Surface Preparation

Standard - Near White Metal Blast Cleaning.

Q. Society of Automotive Engineers (SAE)

R. SAE J429 - Mechanical and Material Requirements for Externally Threaded

Fasteners.

Updated 11/21/17


S. International Organization for Standardization (ISO):

1. ISO 28706-1:2008 - Vitreous and Porcelain Enamels - Determination of

Resistance to Chemical Corrosion.

2. ISO 2859 - Sampling Procedures for Inspection by Attributes.

3. ISO 6370-2 - Vitreous and Porcelain Enamels - Determination of

Resistance to Abrasion.

1.04 QUALITY ASSURANCE

A. A site and project specific foundation designed by the tank manufacturer with a

New York state PE stamp MUST be provided by the tank erector. The tank

manufacturer shall be solely responsible for the tank structural steel and

foundation design.

B. Tank Manufacturer:

1. The tank manufacturer shall be a specialist in the design and fabrication

of glass fused to steel with a minimum of ten (10) years documented

experience in the United States in similar climates, sizes and

applications. The tank manufacturer shall employ a staff of full time

design engineers, and shall own and operate its steel fabrication and

glass coating facilities.

2. Naming of a manufacturer does not relieve them from complying with

the performance features, the salient features and any Made in the USA

requirements of the contract documents. The contract documents

represent the minimum acceptable standards that will be allowed.

3. In order to assure uniform quality and ease of maintenance, it is the

intent of these specifications that all equipment under this section shall

be supplied by a single manufacturer and that the equipment

manufacturer and installation contractor assume the responsibility for

proper installation and functioning of equipment.

C. Tank Erector/Contractor:

1. The tank erector/contractor shall have built, on its own, a minimum of

five (5) tanks of similar type, operating satisfactorily for a minimum of

five (5) years and shall provide with bid the reference name, location,

application and year of supply/operation of the tank.

2. Tank manufacturer and tank provider shall each provide with bid the

reference name, address and telephone number of the responsible

representative, application and year of supply/operation of the above

referenced potable water storage tanks installed in the United States.

D. The tank contractor must maintain a shop or shops for assembling and

fabrication of the materials as well as performing the service of erection of such

a structure and be able to show recent experience in erection of five tanks of this

style within the last 5 years.

E. All associated tank materials shall be supplied by the tank manufacturer. All

material shall be new and shall be free of defects.

Updated 11/21/17


F. Tank components shall be designed and produced in the United States of

America, by a tank manufacturer specializing in the production of glass-coated,

bolt-together steel tank systems. All structural steel utilized as part of the

structure shall be produced in the United States of America.

G. The tank structure shall include a concrete foundation, floor, and other

appurtenances as shown on the contract drawings and described herein.

1.05 SYSTEM DESCRIPTION

A. Tank Design

1. The tank shall be a factory coated glass fused to steel bolted panels with

a concrete pedestal and aluminum Geodesic Dome Roof, with a nominal

capacity of 1,500,000 gallons above the bottom capacity line.

2. The tank column construction shall be jump form concrete type

construction with a minimum of 4,000 psi compressive strength. Tank

elevations shall include a top of foundation elevation and overflow

elevation as shown on the contract drawings (AMSL).

B. Tank Foundation

1. In accordance with soil report recommendations, Building Code of New

York State, and ANSI ASCE 7, design the required tank foundation,

including all associated accessories and penetrations as specified. Copies

of the preliminary foundation design indicating geometry, anchorage,

anchor/bolt pattern, approximate quantity of concrete and reinforcing

steel, as well as design allowable strength for concrete and reinforcing

steel, shall be included with the Contractor's bid.

1.06 SUBMITTALS

A. Submit under provisions of Section 013300.

B. Within sixty (60) days of Notice to Proceed, the tank manufacturer shall submit

job specific structural calculations for tank and foundation, general arrangement

drawings and product data for the tank structure, foundation, joint sealant and all

appurtenances. Documentation above shall be sealed by a Professional Engineer

licensed and registered in the state of New York.

C. Submittals shall include certification that each applicable Section of AWWA

D103, Building Code of New York State and ANSI ASCE 7 are met. Any

exceptions taken shall be noted with full explanation given for the deviation.

Provide a copy of this specification indicating where the proposed equipment

does not adhere to the specification, provide information on the exception and

how the proposed equipment would be brought into adherence with the item

required.

D. The tank manufacturer shall provide documentation upon request, including mill

reports and traceable documents to demonstrate the source of steel used in the

manufacture of this project specific tank.

Updated 11/21/17


E. Foundation Design: Submit required tank foundation design in accordance with

attached soil report. Foundation design shall be sealed by a Professional

Engineer licensed and registered in the State of New York. Design shall include

geometry, anchorage, anchor/bolt pattern, approximate quantity of concrete and

reinforcing steel, concrete mix design, allowable strength for concrete and

reinforcing steel.

F. Erection Drawings: Submit tank manufacturer’s erection drawings, including

plans, elevations, sections, and details, indicating roof framing, transverse cross-

sections and accessory installation details to clearly indicate proper assembly of

tank components.

G. A tank assembly guide, prepared by the tank manufacturer to familiarize the

Engineer and Inspector with basic building procedures. As a minimum, the guide

shall include: Safety Guidelines; Building Tools, Equipment, and Material;

Footing and Foundation Construction; Floor Construction; Tank Wall

Construction; Roof Installation; Appurtenance Installation.

H. Provide a representative sample of steel and “glass coating” used on the

proposed tank.

I. Product Data: Submit product data for all tank appurtenances including influent

piping, manways, overflow piping, weir box including installation instructions

and operation and maintenance manuals.

J. Handrails & Platforms: Shop Drawings shall include the following items:

1. Profiles, sizes, connection attachments, and accessories for railings.

2. Catalog cuts of all railings components.

3. Detail of toe plate anchorage.

4. Catalog cuts for anchorage hardware. Indicate size and type of

anchorage hardware.

5. Samples of all components, bases, toe plate, mounting brackets and pipe.

6. Storage, handling and installation instructions.

7. Shop drawings shall bear the seal and signature of a registered

professional engineer licensed in the State of New York.

K. Tank Access Ladder: Submit shop drawings indicating profiles, sizes,

connection attachments, reinforcing, anchorage, fastener size and type, and

accessories. Indicate net weld lengths.

L. Safety Climb System: Submit Product data and indicate special procedures and

methods required for proper installation of the safety climbing system.

M. Tank Vent: Submit shop drawings indicating profiles, sizes, connection

attachments, reinforcing, size and type of fasteners, and accessories.

N. Copy of Builder Certification Program, sponsored by the tank manufacturer,

Certifying factory training and experience of the proposed erector.

Updated 11/21/17


O. All engineering costs which cause changes in design from the plans and

specifications are to be borne entirely and unconditionally by the contractor.

1.07 WARRANTY

A. If within a period of one (1) year from date of acceptance of tank by Owner, the

tank structure or any part thereof shall prove to be defective in material or

workmanship upon examination by the manufacturer, the manufacturer will

supply a replacement part, will repair, or allow a credit for same at the discretion

of the Owner.

B. If within a period of five (5) years from date of acceptance of tank by Owner, the

portion of the tank interior below normal high-water elevation shall not corrode

under normal and proper use. If any portion of the tank interior below the normal

high-water level shall prove to be defective in material or workmanship upon

examination by the manufacturer, the manufacturer will supply a replacement

part, will repair, or allow a credit for same at the discretion of the Owner.

1.08 DELIVERY, STORAGE AND HANDLING

A. Deliver, store, protect, and handle products to the site under provisions of

Section 016500.

B. Fabricate and deliver products to the site in largest sections practical.

C. Delivery and Acceptance Requirements: Deliver materials to site in

manufacturer’s original, unopened containers and packaging, with labels clearly

identifying product name and manufacturer.

D. Storage and Handling Requirements:

1. Store and handle materials in accordance with manufacturer’s

instructions.

2. Keep materials in manufacturer’s original, unopened containers and

packaging until installation.

3. Do not store materials directly on ground.

4. Store materials on flat, level surface, raised above ground, with adequate

support to prevent sagging.

5. Protect materials and finish during storage, handling, and installation to

prevent damage.

1.09 PACKAGING

A. All sheets that pass factory inspection and quality control checks shall be

protected from damage prior to packing for shipment.

B. Heavy paper or plastic foam sheets shall be placed between each panel to

eliminate sheet-to-sheet abrasion during shipment.

C. Individual stacks of panels will be wrapped in heavy mil protective plastic and

steel banded to wood pallets built to the roll-radius of the tank panels.

Updated 11/21/17


1.10 DESIGN LOADS

A. Tank shall be in 100% adherence to US, State and local codes, standards and

requirements. No foreign designs or codes will be accepted.

B. Tank capacity shall be 1,500,000 nominal U.S. gallons, including a minimum of

12 inches of design freeboard.

C. Finished floor elevation shall be as shown on the drawings.

D. Specific Gravity 1.0 - “Minimum design shall be 1.0”

E. Net allowable soil bearing capacity shall be in accordance with the included

subsurface soil and foundation investigation.

F. Governing Design Code:

1. Design criteria of the tank/foundation shall incorporate the following

loads and forces; dead load, live load, snow load and wind load in

accordance with AWWA D103-09, the NYS Building Code, latest

edition, and ANSI ASCE 7:

a. Governing Building Code: New York State Building Code.

b. All design loads listed herein are a minimum requirement. If

governing code has a greater load requirement, the more stringent shall

apply.

G. Roof Live Load:

1. Roof live loads are loads produced during the life of the structure by

moveable objects.

2. Wind, snow, seismic, or dead loads are not live loads.

3. Roof live loads are applied based on the Tributary Area as follows:

a. 0 to 200 Square Feet: 15 psf.

b. 201 to 600 Square Feet: Interpolation between 200 sq. ft. and

600 sq. ft. numbers.

c. 601 Square Feet or Greater: 15 psf.

H. Roof Snow Load:

1. Roof snow load used for designing the structure shall not be reduced and

shall be the product of the following criteria:

a. Roof Snow Load (Pf): 25 psf.

2. Design snow load shall include the effects of minimum flat roof load

limits, rain on snow, drifting snow, and unbalanced snow load as defined

in the governing building code specified above.

I. Wind Load:

1. Wind load used for designing the structure shall be the product of the

following criteria:

a. Wind Exposure Category: C

b. Wind Velocity Pressure Exposure Coefficient (Kz): 1.126

c. Wind Velocity (V), miles per hour: 120 mph.

d. Wind Importance Factor (Iw): 1.15.

Updated 11/21/17


e. Building Wind Load (qz): 47.74 psf.

2. Wind Pressure Coefficients and the design pressures shall be applied in

accordance with the governing code.

J. Seismic Load:

1. Seismic load used for designing the structure shall be based on the

following criteria:

a. Seismic Use Group: III

b. Spectral response acceleration for short periods (Ss): 0.235 % g.

c. Spectral response acceleration for 1-sec. period (S1): 0.064 % g.

d. Site Class: D.

e. Seismic Importance Factor (I): 1.50.

2. Seismic loads shall be applied in accordance with the governing code.

K. Dead Load: Dead load shall consist of the weight of tank system construction,

such as roof, framing, and covering members.

L. Minimum Depth of Foundation: 54 inches (4’- 6”).

M. Load Combinations: Load combinations used to design primary and secondary

structural members shall be in accordance with the governing code.

N. Deflections:

1. Structural Members:

a. Maximum deflection of main framing members shall not exceed

1/180 of their respective spans.

2. The design of the tower anchorage and foundation shall include P-delta

effects from lateral drift equal to three times the elastic deflection.

PART 2 PRODUCTS

2.01 POTABLE WATER STORAGE TANK

A. Manufacturer:

1. CST Storage / CST Industries, DeKalb, IL

2. Permastore Limited, White Bear Lake, Minnesota

3. Approved equal

B. Tank Accessories: The tank structure shall be provided with the following:

1. (1) Exterior roof access ladder. Locations and sizes shall be as shown

on the drawings.

2. (1) Interior platform access ladder. Locations and sizes shall be as

shown on the drawings.

3. (1) Interior/Exterior Perimeter Walkway Access ladder and associated

platform. Locations and sizes shall be as shown on the drawings.

4. Roof handrails. Locations and sizes shall be as shown on the drawings.

5. Pipe connections. Locations and sizes shall be as shown on the

drawings.

6. Electrical mounting brackets (supplied by others, installed by tank

erector).

Updated 11/21/17


7. (1) Roof vent. Locations and sizes shall be as shown on the drawings.

8. (2) 30-inch diameter sidewall manway.

9. (1) 30-inch x 30-inch roof access door with a 4-inch tall curb and cover

that has a 2-inch overlap.

10. Tank identification plaque.

2.02 MANUFACTURING PROCESS

A. The glass coating system shall be in full accordance with the requirements of

AWWA D103, latest revision. Every batch of coating frits shall be individually

tested in accordance with PE1 Test T-21. (Citric acid at room temperature)

B. Surface Preparation: Following the de-coiling and shearing process, sheets shall

be steel grit blasted on both sides to the equivalent of SSPC SPC-10 (near white

metal blast cleaning). Sandblasting and chemical pickling of steel sheets is not

acceptable. The surface anchor pattern shall be not less than 1.0 mils. (.0001

inches). Sheets shall be evenly oiled on both sides to protect them from

corrosion during fabrication.

C. Cleaning: After fabrication and prior to application of the coating system, all

sheets shall be thoroughly cleaned by caustic wash and hot water rinse followed

immediately by hot air drying. Inspection of the sheets shall be made for traces

of foreign matter, soil particles, grease or rust. Any such sheets shall be re-

cleaned or grit-blasted to an acceptable level of quality.

D. Coating Application: All sidewall sheets shall receive one coat of a catalytic

nickel oxide glass pre-coat to both sides, followed by air-drying.

1. A second coat of milled cobalt blue glass shall be made to both sides of

the sheets and then dried.

2. A third cover coat of milled titanium dioxide white glass shall then be

applied to the inside of the sheet and the sheet edges. This milled glass

shall be formulated with titanium dioxide to produce a finish interior

surface with optimum toughness and resistance to conditions normally

found in potable water storage tanks. Any alternate three coat system

must be submitted for approval and acceptance prior to bid.

3. The sheets shall then be fired at a minimum temperature of 1500 °F in

strict accordance with ISO 9001 quality process control procedures,

including firing time, furnace humidity, temperature control, etc.

4. The dry film interior coating thickness shall be 10-18 mils min. The dry

film exterior coating thickness shall be 7-15 mils min. This is a three-

coat process. The finished tank inside sidewall glass coating shall be

white. The standard tank sidewall finished outside color shall not vary

noticeably among tank panels. Off color panels will be rejected;

replacement panels of matching color shall be supplied by the tank

manufacturer. Exterior color shall be chosen by the Director’s

Representative from the manufacturer's standard exterior color chart.

Updated 11/21/17


2.03 INSPECTION

A. The manufacturers quality system shall be ISO 9001 certified and refer to ISO

(International Organization of Standardization) for the following testing and

procedures. All coated sheets shall be inspected for mil thickness using an

electronic dry film thickness gage with a valid calibration record. Test

frequency shall be every tenth sheet and shall measure thicknesses of glass as

designed.

B. All sheets shall be measured for color using an electronic colorimeter with a

valid calibration record. Test frequency shall be every tenth sheet and the color

must fall within the specified tolerance or it shall be rejected.

C. An electrical leak detection test shall be performed on the inside surface of each

panel after fabrication. Inside wet sheet surfaces shall be inspected using a low

voltage wet sponge holiday tester in accordance with ASTM D5162-91 Method

A. HVST testing is not acceptable. The tester shall be used at a voltage of 67.5

volts (+/- 10 %) and set so the alarm is sounded if the electrical resistance of the

glass coating falls below 125,000. The tester shall have a valid calibration

record. The testing solution used to wet the sponge shall contain a low suds

wetting agent added at a ratio of not more than ½ fluid oz. per gallon of water.

Every sheet shall be 100% tested for holidays and any sheet with a discontinuity

shall be rejected.

D. All inside sheet surfaces shall be holiday free. A dry volt test using a minimum

of 1100 volts may be used. Frequency of the test shall be every sheet. Any sheet

registering a discontinuity on the interior surface shall be rejected.

E. Adherence of the glass coating to the tank steel shall be tested in accordance

with ISO standards. Any sheet that has poor adherence will be rejected. The

minimum frequency of testing for this shall be one sheet per gage lot run.

F. Glass coating shall be tested for fishscale by placing the full-size production

sheets in an oven 400°F for one hour. The sheets will then be examined for

signs of fishscale. Any sheet exhibiting fishscale shall be rejected and all sheets

from that gage lot will be similarly tested. The minimum frequency of testing

for this shall be one sheet per gage lot run.

G. Following assembly of the tank on-site, all interior surfaces of the tank below the

high-water line shall undergo a dry volt holiday test in the presence of the

Owner. Any sheet registering a discontinuity on the interior surface shall be

rejected and retested after repair or replacement.

H. Director’s Representative shall be provided the results of all of the above tests

upon request.

Updated 11/21/17


2.04 PLATES AND SHEETS

A. Plates and sheets used in the construction of the tank shell, floor, or roof shall

comply with the minimum standards of AWWA D103, latest edition. All steel

shall be smelted and produced in the United States of America.

B. The annealing effect created from the glass coated firing process shall be

considered in determining ultimate steel strength. In no event shall a yield

strength greater than 50,000 psi be utilized for calculations detailed in AWWA

D103, latest revision.

C. Design requirements for mild strength steel shall be ASTM A-1011 Grade 30

with a maximum allowable tensile stress of 14,566 psi. High strength steel shall

be ASTM A-1011 Grade 50 with a maximum allowable tensile stress of 26,000

psi.

D. When multiple vertical bolt line sheets and plates of ASTM A-1011 Grade 50

are used, the effective net section area shall not be taken as greater than 85% of

the gross area.

E. When Rolled Structural Shapes are used, the material shall conform to minimum

standards of ASTM A36 or ASTM A992.

F. Minimum acceptable sheet thicknesses (inches):

1. Foundation 0.500

2. Course 12 0.438

3. Course 11 0.438

4. Course 10 0.438

5. Course 9 0.354

6. Course 8 0.322

7. Course 7 0.293

8. Course 6 0.262

9. Course 5 0.228

10. Course 4 0.197

11. Course 3 0.197

12. Course 2 0.197

13. Course 1 0.197

G. Chemical compositions for mild steel and high strength steel shall be stated in

the submitted mill certifications. Raw steel for plates and sheets shall conform

to the following composition requirements. These specifications refer to the

design tensile strength after firing. The steel shall have the following chemical

composition:

1. Carbon (Mild) 0.06% maximum

2. Carbon (HSS) 0.10% maximum

3. Manganese 1.50% maximum

4. Phosphorus 0.04% maximum

5. Sulfur 0.05% maximum

6. Aluminum 0.08% maximum

Updated 11/21/17


2.05 HORIZONTAL WIND STIFFENERS

A. Stiffeners shall be of the "web truss" design, with extended tails to create

multiple layers of stiffener, fabricated of steel with hot dipped galvanized

coatings. Rolled angle stiffeners shall not be permitted for intermediate

horizontal wind stiffeners.

B. Provide a minimum of 4 stiffeners in order to attach electrical conduit/wiring as

shown on the drawings.

2.06 BOLT FASTENERS

A. Bolts used in tank lap joints shall be 1/2-13 UNC-2A rolled thread and shall

meet the minimum requirements of AWWA D103, latest revision. Bolt material

shall be SAE J429 Grade 2 (1” bolt length) with a tensile strength of 74,000-psi

minimum, and a proof load of 55,000-psi min. and an allowable shear stress with

threads excluded from the shear plane of 18,163-psi min.

B. SAE J429 Grade 5/ASTM A325 (1-1/4” bolt length) and heat treated to a tensile

strength of 120,000 psi min and a proof load of 85,000 psi min. and having an

allowable shear stress with threads excluded from the shear plane of 29,454 psi

min.

C. SAE J429 Grade 8/ASTM A490 (bolts greater than 1-1/4”) and heat treated to a

tensile strength of 150,000 psi min and a proof load of 120,000 psi min. and

having an allowable shear stress with threads excluded from the shear plane of

36,818 psi min.

D. The bolt finish shall be Zinc, mechanically deposited.

E. The entire bolt head shall be encapsulated up to the splines on the shank with

high impact polypropylene copolymer. Resin shall be stabilized with an

ultraviolet light resistant material such that the color shall appear black. The

bolt head encapsulation shall be certified to meet the ANSI/NSF Standard 61 for

indirect additives.

F. All lap joint bolts shall be properly selected such that threaded portions will not

be exposed in the "shear plane" between the sheets. In addition, bolt lengths shall

be sized as to achieve a neat and uniform appearance. Excessive threads

extending beyond the nut will not be permitted.

G. All lap joint bolts shall include a minimum of four (4) splines, on the underside

of the bolt head at the shank in order to resist rotation during torque wrench

application.

2.07 SEALANTS

A. Manufacturer:

1. Manus Products, Inc.; Manus-Bond 75-AM LOT NSF61

2. Approved Equal

Updated 11/21/17


B. The lap joint sealant shall be a one component, moisture cured, polyurethane

compound. The sealant shall meet applicable FDA Title 21 regulations, and be

manufactured by a United States supplier as well as be suitable for contact with

potable water and shall be certified to meet ANSI/NSF Additives Standard No.

61.

C. The sealant shall be used to seal lap joints, bolt connections and sheet edge

fillets. The sealant should have a curing rate at 73°F and 50% RH and be tack

free in 6 to 8 hours. Final cure time should be 10 to 12 days.

D. Sealer shall be resistant up to 200-ppm chlorine concentration during

disinfection. Neoprene gaskets and tape type sealer shall not be used.

E. The sealant shall cure to a rubber like consistency, have excellent adhesion to the

glass coating, low shrinkage and be suitable for interior and exterior use.

2.08 TANK FLOOR

A. The tank floor shall be reinforced concrete as shown on contract drawings.

B. Reinforced concrete floors shall be constructed as specified in Section 033000.

The floor design shall include an embedded glass-coated starter sheet ring per

the manufacturers design and in accordance with AWWA D103, as designed.

Slot mount foundations are not acceptable.

C. Concrete tank floor shall be poured monolithically.

D. Tank floor shall not be permitted to allow any water leakage or seepage from the

water cavity.

2.09 TANK ROOF

A. The tank roof shall be manufactured and furnished by the tank manufacturer.

B. Roofs shall be clear span and self-supporting. Center post supports are not

permitted. Roof live loads and dead loads shall be carried by tank sidewalls,

without additional support.

C. Aluminum Dome Roof:

1. Aluminum dome roofs shall be aluminum in color and shall be

constructed of non-corrugated, triangular aluminum panels sealed and

firmly clamped in an interlocking manner within a fully triangulated

aluminum space truss system of wide flange extrusions, thus forming a

dome structure. Fabric type flashing is not allowed.

2. The dome shall be self-supporting from the periphery structure with

horizontal thrust contained by an integral tension ring.

3. Dome Materials:

a. Triangulated dome frame struts: 6061-T6 aluminum.

b. Structural frame gussets: 6061-T6 aluminum, 0.375 inch

nominal thickness.

Updated 11/21/17


c. Triangular closure panels: .050 inch nominal thickness, 3003-

H16 aluminum Sheet.

d. Perimeter tension/compression ring: 6061-T6 aluminum.

e. Fasteners: 7075-T73 anodized aluminum or Series 300 stainless

steel.

f. Sealant: Silicone by Pecora, General Electric Silpruf or equal.

g. Gaskets: Silicone, General Electric SE-44/88 or equal.

h. Anchor Fasteners: Series 300 stainless steel.

i. Dormers, doors, and hatches: 6061-T6, 5086-H34 or 5052-H36

aluminum, 0.090inch nominal thickness.

2.10 PEDESTAL FLOOR

A. The tank floor shall be reinforced concrete as shown on contract drawings. Any

fill utilized below the floor shall be compacted and tested to a minimum of 95%

proctor.

B. Reinforced concrete floors shall be constructed as specified in Section 033000.

C. Provide one (1) 12-inch tank influent/effluent pipe, fittings, etc. to elevation and

location as shown on the drawings.

D. Provide one (1) 12-inch tank overflow pipe, fittings, etc. to elevation and

location as shown on the drawings.

E. Provide two sleeves for two (2) 2-inch conduits and associated floor penetrations

in the floor of the tower. Coordinate conduit installation with electrical work.

F. Provide one (1) finished floor trench drain and associated drain piping, size and

location as indicated on the drawings.

2.11 ROOF HATCH

A. Each tank shall be provided with one (1) 30-inch square single leaf aluminum

roof access hatch as shown on contract drawings per AWWA D103. The access

hatch and roof shell reinforcing shall comply with AWWA D103 latest edition.

B. Performance characteristics:

1. Cover shall be reinforced to support a minimum live load of 40 psf with

a maximum deflection of 1/150th of the span or 30 psf wind uplift.

2. Operation of the cover shall be smooth and easy with controlled

operation throughout the entire arc of opening and closing.

3. Operation of the cover shall not be affected by temperature.

4. Entire hatch shall be weather tight with fully welded corner joints on

cover and curb.

C. Cover: Shall be 11-gauge aluminum with a 3” beaded flange with formed

reinforcing members. Cover shall have a heavy extruded EPDM rubber gasket

that is bonded to the cover interior to assure a continuous seal when compressed

to the top surface of the curb. Curb shall have a downward overlap of 2".

Updated 11/21/17


D. Curb: Shall be 4” minimum in height and made of 11-gauge aluminum. The curb

shall be equipped with an integral aluminum cap flashing of the same gauge as

the curb, fully welded at the corners.

E. Hardware:

1. Heavy pintle hinges shall be provided.

2. Roof hatch shall be equipped with exterior padlock hasps.

3. Roof hatch shall be equipped with an exterior lifting handle.

4. The latch strike shall be a stamped component bolted to the curb

assembly.

5. Cover hardware shall be bolted into heavy gauge channel reinforcing

welded to the underside of the cover and concealed within the insulation

space.

F. Finish: Factory finish shall be mill finish aluminum.

G. Reinforced concrete floors shall be constructed as specified in Section 033000.

2.12 TANK ROOF VENT

A. Materials: Fully weatherproof and freeze proof; aluminum construction;

designed to prevent the ingress of birds, animals, insects, dust, and water.

B. Screen shall be ¼-inch stainless steel mesh.

C. Minimum capacity: 1,000 CFM

D. Fabricate vent to be freeze proof and to provide sufficient air capacity during

maximum rate of inflow or outflow of water to the tank so that dangerous

pressures do not develop.

2.13 HANDRAILS AND PLATFORMS

A. Manufacturer:

1. Handrails:

a. Holleander Speed Rail System

b. Approved equal.

2. Platforms

a. McNichols Co.

b. Approved equal.

B. Design:

1. All railings, posts, balusters, mounting brackets, and fittings shall resist

a singular concentrated lateral force of two hundred (200) lbs. in any

direction at any point along the top without loosening, damage or

misalignment.

2. All railings, posts, balusters, mounting brackets, and fittings shall resist

lateral force of fifty (50) lbs. per linear foot at any point along the top

rail, in any direction without damage or misalignment.

Updated 11/21/17


3. Intermediate rails, posts, balusters, filler panels, etc. shall resist a

horizontal force of fifty (50) lbs. on an area not to exceed one (1) square

foot including openings and space between rails.

4. All railings, posts, balusters, mounting brackets, and fittings shall

conform to the requirements in ASTM E985.

5. Toe plates shall conform to OSHA standards.

C. Materials:

1. Install aluminum handrails and platforms at to dimensions and locations

shown on the contract drawings.

2. Posts and railings for the handrail shall be 1-1/2 inch outside diameter.

Schedule 40 aluminum pipe alloy 6063-832, ASTM B241, ASTM B221

or ASTM B429.

3. Toe plates shall be installed at all interior locations and they shall be

shipped loose in stock lengths with pre-manufactured corners for field

installation.

4. Toe plates shall be a minimum four (4) inches high and shall be an

extrusion that attaches to the posts with clamps that allow for expansion

and contraction between the posts.

5. Posts shall not interrupt the continuation of the top rail at any point

along the railing, including corners and end terminations. The top

surface of the top railing shall be smooth and shall not be interrupted by

projected fittings.

6. Railings shall be installed using stainless steel bolts, size as required by

the manufacturer. All bolts shall be stainless steel type in conformance

with ASTM F593 and F594 and shall be furnished by the Contractor.

7. Mesh shall be 1”x1” aluminum mesh.

8. Finish shall be Aluminum Association M10-C22-A41 (215-R1).

9. Aluminum surfaces in contact with concrete, grout, or dissimilar metals

shall be protected with a coat of bituminous paint, Mylar isolators, or

other approved materials. The coating shall be factory applied.

10. Ladder step-off platforms shall be fabricated of aluminum.

D. Fabrication:

1. Fit and shop assemble components in largest practical sizes for delivery

to the site.

2. Fabricate components with joints tightly fitted and secured. Provide

spigots and sleeves to accommodate site assembly and installation

3. Provide anchors and mounting brackets required for connecting railings

to the surrounding construction.

4. Install aluminum shims to compensate for unevenness in surfaces.

Railing shall be straight and true.

5. Exposed mechanical fasteners shall be flush countersunk; unobtrusively

located; consistent with design of railings, except where specifically

noted otherwise.

6. Drill condensate drainage holes at bottom of members at locations that

will not encourage water intrusion.

7. Grind exposed joints flush and smooth with adjacent finish surface.

Exposed joints shall be butt tight, flush, and hairline. Ease exposed

edges to small uniform radius.

Updated 11/21/17


8. Accurately form components to each other and to surrounding

construction.

9. Accommodate for expansion and contraction of members and structures

without damage to connections or members.

10. Anchor railings with mounting brackets supplied by the manufacturer.

2.14 TANK ACCESS LADDER

A. Access Ladder: An outside tank ladder shall be furnished and installed as shown

on the contract drawings. Ladders shall be aluminum and utilize grooved, skid-

resistant rungs. Ladder shall be fabricated to support a concentrated live load of

250 lb. acting anywhere on the ladder and a concentrated live load of 80 lb.

acting on each rung simultaneously with a maximum deflection of 1/240 of span

without damage or permanent set.

B. Access Ladder Accessories:

1. The tank ladder shall be furnished with a stainless steel, self-closing

safety gate at the top of the ladder. Safety gate shall be Cotterman,

Model AG2440S with stainless steel hardware.

2. The tank ladder shall be furnished with a stainless-steel fall protection

device which allows the climber hands-free operation whether ascending

or descending. Device shall be stainless steel cables, sleeve, brackets,

and hardware. Device shall be LAD-SAF System, DBI/SALA, Model

6160054. See Section 108905 - Climbing Safety Device for Additional

Information.

3. Provide two (2) full body climbing harnesses and lanyards. Harness

shall be AVAO Bod Fast, model C71AFN-U. Lanyard shall be

Absorbica, model L64YUM 150.

C. Extend side rails a minimum of 42 inches above any platforms and landings.

2.15 TANK ACCESSORIES

A. Pipe Connections: Where pipe connections are shown to pass through tank

panels, pipe shall utilize an interior and exterior flange assembly. Tank shell

reinforcing shall comply with AWWA D103 latest edition. CST Storage Sealer

No. 98 shall be applied on any bolt connections.

B. Influent/Effluent Potable Water Pipe: 12-inch diameter constructed of cement-

lined ductile iron, Special Class 52 in accordance with Section 402323. Paint

piping in accordance with Section 099744 - Mechanical Piping Coating Systems.

C. Overflow piping shall be 12-inch diameter flanged 304L Schedule 10S stainless

steel. The stainless-steel overflow pipe shall be fitted with an adequate anti-

vortex entrance detail. Pipe flanges shall be same material as the pipe. Provide

twenty-four mesh non- corrodible outlet screen. Location shall be as shown on

the contract drawings.

D. Tank Level Sensing Piping: 3/4-inch diameter constructed of Type ‘K’ copper

piping in accordance with Section 221100.

Updated 11/21/17


E. Tank Sampling Line Piping: ¾-inch diameter constructed of Type ‘K’ copper

piping in accordance with Section 221100.

F. Sidewall Access Hatch: Each tank shall be provided with two (2) 30-inch

diameter bottom access manways as shown on contract drawings per AWWA

D103. The access hatch and tank shell reinforcing shall comply with AWWA

D103 latest edition. A davit to hold the cover plate is required.

G. A 3'-0" x 7'-0" man door shall be installed at the base plate of the pedestal to

permit entry for equipment, and water utility supplies.

1. See Specification 081116 - Aluminum Doors and Frames for additional

information.

H. A 3'-0" x 7'0" man door shall be installed at the top of the pedestal for entry to

the exterior platform.

1. See Specification 081116 - Aluminum Doors and Frames for additional

information.

I. An overhead door shall be installed at the base of the pedestal to permit entry for

vehicles, equipment and water utility supplies.

1. See Specification 083323 - Overhead Coiling Doors for additional

information.

J. Identification Plate: A manufacturer's nameplate shall list the tank serial

number, tank diameter and height, maximum design capacity, intended storage

use, and date of installation. The nameplate shall be affixed to the tank exterior

sidewall at a location approximately 5' from grade elevation in a position of

unobstructed view.

K. Electrical conduit channel supports:

1. See Specification 260535 – Channel Support Raceway System with Flat

Cable Assembly for additional information.

2. Provide channel supports as per the contract drawings.

L. Bollards:

1. Provide two (2) 8-inch diameter by pipe bollards filled with 3,000 psi

concrete and covered with yellow plastic bollard covers. Set in 18” diameter

excavated socket with at least 5” concrete all around. Bollards to extend at

least 4 feet below and 5 feet above finish grade. Locate just outside the

entrance to the overhead door to protect concrete walls from accidental

impact. Confirm location with the Director’s Representative before

installation.

2.16 CATHODIC PROTECTION SYSTEM

A. The tank manufacturer will provide a cathodic protection system designed

specifically for the project tank based on site specific water quality analysis

(performed by the contractor), consisting of sacrificial anodes which provide

Updated 11/21/17


protection for the portion of the structure immersed in liquid. The anodes are

attached to the floor, and bolted through existing shell sheet bolt holes. Lead

wires and buss bars are used to ensure continuity between anodes and all

structure shell sheets.

B. The cathodic protection system shall be designed by a licensed professional

engineer employed by the tank manufacturer. The system shall be designed to

protect both the tank and the foundation rebar in concrete floors.

2.17 PLASTIC ENCAPSULATED CAP

A. High density polyethylene co-polymer caps and sealant shall be used to cover the

bolts, nuts and washers exposed on the exterior sidewall of the tank.

2.18 LIGHTNING PROTECTION SYSTEM

A. The tank manufacturer will provide a “Faraday Cage” multi-point type lightning

protection system designed specifically for the project tank, consisting of

aluminum masts, air terminals, conductors, ground rods and associated

connectors and accessories necessary for a complete tank protection system.

B. The cathodic protection system shall be designed by a licensed professional

engineer employed by the tank manufacturer. The system shall be designed to

protect both the tank and the foundation rebar in concrete pedestal and floors.

PART 3 EXECUTION

3.01 GENERAL

A. The tank and all associated accessories shall be installed in accordance with the

written and verbal instructions provided by the tank manufacturer.

B. Attend pre-installation meeting as required/scheduled by the Engineer.

C. Employees of the authorized tank provider/erector shall be experienced in the

construction of the specified tank and should be trained in a factory training

program receiving builder certification by the tank manufacturer, and shall be

employed full time by the authorized dealer.

D. Field fabrication of structural components or panels will not be accepted.

Forcing of the structure to achieve fit-up during construction is not acceptable.

E. All tank accessories shall be installed plumb and level, free from distortion and

defects. All components shall be assembled with fittings to accommodate tight

and secure joints.

F. Install tank appurtenances vertical and plumb.

Updated 11/21/17


G. Protect finished work from damage until project is accepted by the Owner.

3.02 TANK FOUNDATION

A. The tank foundation shall be built in accordance with the contract drawings

and/or approved shop drawings. Foundation shall be designed by a licensed

engineer or manufacturer to safely sustain the structure and its live loads.

B. See Section 033000.

3.03 CONCRETE FLOOR

A. Only embedded starter ring designs are acceptable for concrete floors. Slot

mount foundations will not be allowed.

B. Leveling of the starter ring shall be required and the maximum differential

elevation with the ring shall not exceed 1/8 inch, nor exceed 1/16 inch within

any 10 feet of circumference.

C. A leveling plate assembly, consisting of two anchor rods and a slotted plate shall

be used to secure the starter ring, prior to encasement in concrete. Installation of

the starter ring on concrete blocks or bricks, using shims for adjustment, is not

permitted.

D. Place one butyl rubber elastomeric water stop seal on the inside surface of the

starter ring below the concrete floor line. Place one bentonite impregnated water

seal below the butyl rubber seal. Install materials in accordance with the

manufacturer’s instructions.

E. Tank footing design shall be based on the soil bearing capacity given by the

engineer, as determined by geotechnical analysis performed by a licensed soils

engineer. Copies of the soil report are provided as part of these specifications.

F. Concrete floors may be poured monolithically for all tank diameters. For larger

structures, floors shall be quadrant poured. Concentric ring pouring shall not be

allowed. Floors shall be designed ACI 318.

3.04 TANK STRUCTURE

A. Field erection of the glass-coated, bolted-steel structures and components shall

be in strict accordance with the procedures established by the manufacturer and

performed by an authorized dealer only of the tank manufacturer regularly

engaged in erection of these tanks, using experienced factory-trained certified

erectors fully employed by the Dealer.

B. Only specialized erection jacks and building equipment developed and supplied

by the tank manufacturer shall be used to erect the tanks.

C. Particular care shall be taken in handling and bolting of the glass-coated steel

tank panels, appurtenances and members to avoid abrasion of the coating system.

Updated 11/21/17


Prior to liquid test, all surface areas shall be visually inspected. Chips or scrapes

in the glass coating shall be repaired per the tank manufacturer's recommended

D. procedure.

E. An electrical leak test shall be performed during erection using a wet sponge

nine-volt leak detection device. All electrical leak points found on the inside

surface shall be repaired in accordance with manufacturers published touch-up

procedures.

3.05 CONCRETE PEDESTAL / SUPPORT STRUCTURE

A. The exposed surface of the concrete support wall is designated as architectural

concrete. The concrete and formwork requirements of this section shall be

strictly enforced to ensure concrete of the highest practicable architectural

standard. Formwork design, installation and removal shall comply with the

minimum requirements of ACI 318, ACI 117 and the applicable requirements of

ACI 347, except as modified by this Section.

B. Attention shall be given to ensure the same concrete design mix is used

throughout the support wall. The proportion, type and source of cement and

aggregates shall not be changed. Uniform moisture content and placing

consistency shall be maintained.

C. Support wall concreting shall incorporate segmented placement procedures.

Temporary vertical bulkheads shall divide the wall pour into segments

corresponding to a single truckload of concrete. The bulkheads shall be located

at rustications, braced rigid and tight to maintain vertical alignment under

concrete load. Wall segment concrete shall be placed vertically and

continuously to full form height from a single truck load of concrete. Placement

from multiple loads is not permitted. Temporary bulkheads shall not be removed

until adjacent concrete is placed.

D. The forming system for the pedestal wall shall be fully engineered and detailed

with procedures to meet the increased demands of architectural concrete. The

support wall shall be constructed with a jump form process using form segments

prefabricated to match the wall curvature. Form panels shall be designed for

lateral pressures associated with full height plastic concrete head and eccentric

loads resulting from the segmented wall pour procedure.

E. Wall forms shall not be disturbed or removed until the concrete has attained

sufficient strength to prevent forming operations or environmental loads from

causing surface damage or excessive stress. Support wall concreting operations

shall occur a maximum of once per day. Forms are to be removed and the

concrete finish inspected prior to the subsequent placement of the next wall

pour. Multiple form movements and concrete placements within a day are not

permitted Form removal shall be based on early age concrete strength testing.

The minimum concrete strength shall be established by the Contractor, based on

an analysis of stress at critical stages throughout the forming and concrete

operations. Early age concrete testing shall be in accordance with ACI 228.1R-

Updated 11/21/17


95. Pull Out testing in accordance with ASTM C 900-99, Maturity Method

testing in accordance with ASTM C 1074-93, or field cured cylinders

compressive strength tested in accordance with ASTM C 172 are the acceptable

methods to determine early concrete strength.

F. Provide a smooth form finish without rub for the interior and exterior support

wall. Tie holes shall be plugged using grout on the interior and manufactured

plugs on the exterior which match the color of the cured concrete as closely as

possible.

G. Support structure concrete construction shall conform to the following:

1. Variation in thickness:

a. wall -3.0% to +5.0%

b. dome -6.0% to +10%

c. slab floor -3.0% to +5.0%

2. Support wall variation from plumb:

a. in any 10 feet of height 1 inch

b. in any 50 feet of height 2 inch

c. maximum in total height 3 inches

d. Support wall diameter variation 0.4%

e. not to exceed 3 inches

f. Dome floor radius variation 1.0%

3. Level alignment variation:

a. from specified elevation 1 inch

b. from horizontal plane 1/2 inch

4. Offset between adjacent pieces of formwork:

a. exterior exposed surfaces 1/8 inch

b. interior exposed surfaces 1/4 inch

3.06 MOCK UP PANEL

A. A mock up panel shall be constructed using the proposed form surface and

concrete. Minimum size will be 4 ft wide by 6 ft high. This panel shall be agreed

upon by the Contractor, Engineer and Owner as the reference standard with

which to judge surface quality, appearance and uniformity of texture and color

for each individual lift.

B. Review and acceptance of formed concrete surface must be made immediately

upon form removal. Succeeding pours shall not be placed until the most recent

wall pour has been stripped and the form surface approved. The Contractor shall

be responsible to inform the Engineer as to pour schedule.

C. Concrete with surface defects exceeding limitations specified herein or not

meeting the standard represented by the mock-up panel shall be repaired to meet

that standard.

3.07 HANDRAILS AND PLATFORMS

A. Posts shall be installed plumb and rails shall be installed level. All components

shall be accurately fitted, free from distortion and defects.

Updated 11/21/17


B. Supply items required to be embedded in concrete or placed in partitions with

setting templates, for each appropriate section.

C. Anchor railings with mounting brackets supplied by the manufacturer.

D. Assemble with spigots and sleeves to accommodate tight joints where shown on

the drawings.

E. Remove plastic wrap from pipe after installation.

F. The maximum variation from plumb shall be one quarter (1/4) inch, non-

cumulative.

G. The maximum offset from true alignment shall be one quarter (1/4) inch.

3.08 TANK ACCESS LADDER

A. Install items plumb and level, accurately fitted, free from distortion or defects.

B. Provide anchors, plates, angles, hangers, and struts required for connecting

ladder to structure.

C. Allow for erection loads, and for sufficient temporary bracing to maintain true

alignment until completion of erection and installation of permanent

attachments.

D. Field weld components indicated on approved shop drawings. Perform field

welding in accordance with AWS D1.1. Provide a fire watch during all welding

operations.

E. Field bolt and weld to match shop bolting and welding. Conceal bolts and

screws whenever possible. Where not concealed, use flush countersunk

fastenings.

F. Mechanically fasten joints butted tight, flush, and hairline. Grind welds smooth

and flush.

G. Obtain Engineer approval prior to site cutting or making adjustments not

scheduled.

H. Install safety climbing system in accordance with manufacturer’s instructions.

I. Install vandal deterrent in accordance with manufacturer’s instructions.

J. Maximum Variation From Plumb: 1/4 inch in 10 feet, non-cumulative.

K. Maximum Offset From True Alignment: 1/4 inch.

L. Demonstrate operation and use of safety climbing system to Owner’s

representatives once system is installed.

Updated 11/21/17


3.09 FIELD TESTING

A. Following completion of erection and cleaning of the tank, the structure shall be

tested for liquid tightness by filling to its overflow elevation.

B. Any leaks discovered by this test shall be corrected by the contractor in

accordance with the manufacturer's recommendations.

C. Water required for testing will be furnished by the Owner following completion

of tank erection. Labor and equipment necessary for hydrostatic tank testing

shall be included in the bid price of the tank.

D. Contractor shall be responsible for disposal of chlorinated water in accordance

with Owner requirements and applicable codes.

3.10 FIELD QUALITY CONTROL

A. Excavation work shall be performed in compliance with applicable requirements

of governing authorities having jurisdiction and Section 310000.

B. Contractor shall select and employ an independent soil testing agency approved

by the Owner. The agency's responsibilities include, but are not limited to:

1. Assurance of conformance with specified design assumptions for the

foundation design.

2. Observation of excavation procedures and placement of any fill

materials.

3. Approval of granular fill material concerning environmental compliance,

composition and moisture content either from stockpile or borrow.

4. In place density testing to verify the specified degree of fill compaction

in each layer.

5. Removal of unsuitable soil from within the planned storage tank

foundation area, where required.

6. Proof-rolling of the subgrade soil prior to the placement of new

compacted fill.

7. Placement and compaction of controlled fill.

8. Excavation for the storage tank foundations.

C. The tank foundation shall be monitored for differential settlement.

1. The Contractor shall establish and protect a permanent benchmark in an

undisturbed location prior to the commencement of the foundation

excavation.

2. Survey points shall be established after the concrete foundation is

completed. A minimum of 4 locations shall be equally spaced around

the foundation and shall be permanently marked on the top of the

foundation wall.

3. At a minimum, measurement of settlement shall be completed after:

a. The erections of the first, second and last segment of the shaft

column.

b. The erection of the water cavity wall panels.

Updated 11/21/17


c. The complete erection of the roof.

d. Waiting 24 hours after filling the tank in 10-foot increments.

Filling of the tank shall be performed by the Owner.

e. Waiting 48 hours after the tank has been completely filled.

Filling of the tank shall be performed by the Owner.

3.11 DISINFECTION

A. Following completion of erection, cleaning of the tank, and tightness testing, the

tank shall be disinfected in accordance with specification section 331160 -

Disinfection of Water Storage Facilities.

3.12 ANNIVERSARY INSPECTION

A. On or near the one (1) year anniversary date of the Owner assuming ownership

of tank, the manufacturer's authorized dealer shall make a visual inspection of

the tank interior coating and appurtenances, tank exterior coating and

appurtenances, and the immediate area surrounding the tank for evidence of

leakage or other deficiency. A written summary of the inspection report will be

filed with the tank owner and the tank manufacturer.

B. Water required for the inspection process will be furnished and disposed of by

the Owner.

END OF SECTION

F

F/O

D

S

007213 GENERAL CONDITIONS

007213 PD

ARTICLE 6: Designate in writing competent

supervision and/or management representatives as

required - include contact number in case of an

emergency after work hours, including weekends

and holidays (see 011000 Summary of Work) F

007213 PD ARTICLE 8: Permits and licenses F

011000 PROJECT SCHEDULE

011000 QCS Contractor's list of Subcontractors-Suppliers

011000 QCS Preliminary Project Schedule

011000 QCS Submittal Coordinator Qualifications

011100 SAFETY

011100 QCS Site Specific Safety Plan

011100 QCS Employee Safety Orientation Training and Certificates

011100 QCS Emergency Action and Evacuation Plan


013113 QCS CMU-01 Agreement Form S X

013300 SUBMITTALS

013300 PD

Schedule of Submittals (This form completed and

editted) F X

013300 QCS Proof of Payment F X

013300 QCS Submittal Coordinator Qualifications F/O X

017123 FIELD ENGINEERING

017123 PD

Submit the name, address, telephone number, and

registration number of the Land Surveyor before

starting the survey work F

017123 PD

On request, submit documentation verifying accuracy

of survey work F

017123 CCS

Upon completion of the Work, submit a certificate

signed and sealed by the Land Surveyor, stating that

the elevations and locations of the Work are in

conformance with the Contract Documents F

017123 CCS

Record location data for control points in sketch form

and turn over 6 copies of sketches and computations

to the Director's Representative F

017123 CCS Submit Record Documents F

017716 CONTRACT CLOSEOUT

017716 CCS Project Record Documents F

017716 CCS Operation and maintenance, 2 copies F

017716 CCS Warranties F

Projected

Delivery

Date:

PROJECT NO.: 41859 - C

Critical

Submittals

Mark "X"

for all

that apply

SCHEDULE OF SUBMITTALS

SUBMITTALS FOR APPROVAL Contractor's Projected Dates

Allow at least 4 weeks for Approval

(allows time for any resubmission)

Send

to:

DescriptionType

Sub

Section

Spec

Section

Projected

Transmittal

Date:

Projected

Approval

Date:

Design and ConstructionDivision of Construction, 34th Floor, Corning Tower

The Governor Nelson A. Rockefeller Empire State PlazaAlbany, New York 12242

Phone: (518) 474-0331 FAX: (518) 474-8201

Updated: 10/16/2015

Printed: 11/21/2017 Page 1 of 9 Project No.: 41859-C

Revised: 11/21/2017

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017716 CCS Spare Parts and Maintenance Materials F

023313 UNDERGROUND UTILITY LOCATOR SERVICE

023313 PD

Submit detailed experience and qualifications

description of underground utility locator service D

024117 STEEL WATER TANK REMOVAL

024117 QCS Detailed Work Plan D

024117 QCS

Copies of manifests required to transport waste

materials D

024117 QCS Documentation of aceptance of waste materials D

024117 QCS

Letters of acceptance from the permitted facility and

haulers D

028003

DISPOSAL OF NON-HAZARDOUS INDUSTRIAL-

COMMERCIAL WASTE

028003 QCS

Detailed List of the codes, rules and regulations which

govern the work D

028003 QCS

List of licenses or permits issued by government

agencies D

028003 QCS

Detailed step by step procedure indicating how the

Work is to be accomplished D

028003 QCS Qualified Company Data D

028303 ABATEMENT OF LEAD CONTAINING MATERIALS

028303 PD Chemical Paint Removal Products

028303 PD Mechanical Paint Removal

028303 PD Respirators

028303 PD HEPA Filters (Respirators)

028303 PD HEPA Filters (Vacuum Cleaners)

028303 PD Vacuum Cleaners

028303 PD Disposal Bags

028303 QCS Work Plan

028303 QCS Abatement Contractor's Qualifications Data

028303 QCS Abatement Worker's Qualifications Data

028303 QCS Testing Lab Qualifications Data

028303 QCS Waste Transporter Permit

028303 QCS Landfill Permit

028303 QCS Disposal Site Receipts

028303 QCS Test Data

028303 QCS Certificates

028304 HANDLING OF LEAD CONTAINING MATERIALS

028304 PD Resppirators

028304 PD HEPA Filters (Respirators)

028304 PD HEPA Filters (Vacuum Cleaners)

028304 PD Vacuum Cleaners

028304 PD Disposal Bags

028304 QCS Work Plan

Updated: 10/16/2015


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028304 QCS Lead Handling Contractor's Qualifications Data

028304 QCS Lad Handling Worker's Qualifications Data

028304 QCS Testing Lab Qualifications Data

028304 QCS Waste Transporter Permit

028304 QCS Landfill Permit

028304 QCS Disposal Site Receipts

028304 QCS Test Data

028304 QCS Certificates

031100 CONCRETE FORMWORK

031100 PD Form systems and ties D

031100 PD Textured (architectural) form linings D

031100 SAM Textured (Architectural) Form Lining D

031100 SAM Rustication Strip D

031100 SAM

Field Examples: Provide formwork for mock-up of

cast-in-place concrete D

032100 STEEL CONCRETE REINFORCEMENT

032100 SD Placing drawings for bar reinforcement D

032100 SAM Bar Supports D

032100 SAM Fabric Reinforcement D

032100 SAM Fabric Reinforcement Supports D

032100 SAM Reed Clips D

032100 QCS

Certificates: Affidavit required under Quality

Assurance Article D

033000 CAST-IN-PLACE CONCRETE

033000 PD Mix Design D

033000 PD Portland Cement D

033000 PD Fly Ash D

033000 PD Air-entraining Admixture D

033000 PD Water-reducing Admixture D

033000 PD

High Range Water-reducing Admixture

(Superplasticizer) D

033000 PD Corrosion Inhibitor Admixture D

033000 PD Accelerating Admixture D

033000 PD Aggregates D

033000 PD Lightweight Coarse Aggregates D

033000 PD Chemical Hardener (Dustproofing) D

033000 PD Chemical Curing and Anti-Spalling Compound D

033000 PD Bonding Agent (Adhesive) D

033000 PD Expansion Joint Fillers D

033000 PD Waterstop D

033000 PD Emery Aggregate D

033000 PD Integral Water-Repellent Admixture D

033000 QCS Batching Plant Records D

033000 QCS Concrete Pumping Equipment Data D

034100 STRUCTURAL PRECAST CONCRETE

034100 SD

Submit fully dimensioned fabrication and erection

drawings D

034100 SD Design Calculations D

Updated: 10/16/2015


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034100 SD

Revised copies shall be submitted for formal approval

and record. D

079200 JOINT SEALERS

079200 PD Type 1 Sealant

079200 PD Type 1A Sealant

079200 PD Type 1B Sealant

079200 PD Type 1C Sealant

079200 PD Type 1D Sealant


079200 PD Type 2A Sealant






079200 PD Pre-formed Sealant

079200 PD Sealant Colors

079200 PD Self-Expanding Cork Joint Filler

079200 PD Cork Joint Filler

079200 PD Closed Cell Neoprene Joint Filler

079200 PD Expanded Polyethylene Joint Filler

079200 PD Closed Cell Polyurethane Joint Filler

079200 PD Hollow Neoprene Gasket

079200 PD Adhesive Closed-Cell PVC Gasket

079200 PD Joint Primer/Sealer/Conditioner

079200 PD Backer Rod

079200 PD Bond Breaker Tape

079200 PD Cleaning Solvents

079200 SAM Sealant

079200 SAM Joint Fillers

079200 SAM Gaskets

079200 SAM Joint Primer/Sealer/Conditions

079200 SAM Backer Rods

079200 SAM Bond Breaker Tape

079200 QCS Installer's Qualifications Data

079200 QCS Company Field Advisor Data

079200 LEED MR Credit 4.1 and MR Credit 4.1


079200 LEED MR Credit 6

079200 LEED EQ Credit 4.1

081116 ALUMINUM DOORS AND FRAMES

081116 SD

Show details of each frame type, elevation and

construction for each door type - include a schedule of

doors and frames

081116 PD Frames

081116 PD Glazed Doors

081116 PD Flush Doors

Updated: 10/16/2015


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081116 PD Aluminum tempered Glass Doors

081116 SAM Frames

081116 SAM Doors

081116 SAM Color Samples



083324 SECTIONAL OVERHEAD DOORS

083324 SD Application to Project D

083324 PD Overhead Door Assemblies D

083324 PD Finishes D

083324 PD Operators D

083324 SAM Full door section end D

083324 QCS

Manufacturer's Certification Spring Life of

counterbalance mechanism D

083324 CCS Operation and Maintenance Data F

083324 CCS Replacement Parts List F

087100 FINISH HARDWARE

087100 SD Quality Control Package D

087100 SD Finish Hardware Package D

087100 CCS Closeout Submittals Package F

MECHANICAL PIPING COATING SYSTEMS

99744 PD Material Data Sheets - MDS D

99744 SAM Paint Color Chart D

99744 QCS Method of Surface Preparation D

99744 QCS Method of Paint Application D

99744 QCS Quality Control Plan D

99744 QCS

Report of daily work location, date, start and finish

time, ambient conditions, etc. D

99744 QCS Daily report of all surface preparations D

99744 QCS Daily report of all painting operations D

99744 QCS

Name, type, batch numbers, manufacturer's name

and amount of coating for each application D

108905 CLIMBING SAFETY DEVICE

108905 PD Climbing safety device product data D

108905 PD Manufacturer's installation instructions D

221100 PLUMBING PIPING

221100 PD Material Schedule D

221100 PD Steel Pipe and Fittings D

221100 PD Copper and Brass Pipe, Tubing and Fittings D

221100 PD Cast Iron Pipe and Fittings D

221100 PD Ductile Iron Pipe and Fittings D

221100 PD High Density Polyethylene (HDPE) Piping and Fittings D

221100 PD

Packing Materials for Building Construction

Penetrations D

221100 PD Dielectric Connectors D

Updated: 10/16/2015


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221100 QCS

Copy of extraction equipment manufacturer’s printed

field inspection procedures D

221100 QCS

Certificate of training from the manufacturer of copper

tubing extraction equipment D

260535

CHANNEL SUPPORT RACEWAY SYSTEM WITH

FLAT CABLE ASSEMBLY

260535 PD Channel Support Raceway System D

310000 EARTHWORK

310000 SD

Sheeting, Shoring, and Bracing (Shown on the

Drawings): Submit shop drawings for sheeting,

shoring, and bracing shown on the Drawings. Shop

drawings will be signed by a New York State licensed

Professional Engineer D

310000 PD

Permanent Sheeting, Shoring, and Bracing:

Specifications for materials and accessories D

310000 PD Select Granular Material D

310000 PD Subbase Course Type 2 D

310000 PD Selected Fill D

310000 PD Cushion Material D

310000 PD Crushed Stone D

310000 PD Pea Gravel D

310000 SAM Select Granular Material D

310000 SAM Subbase Course Type 2 D

310000 SAM Selected Fill D

310000 SAM Cushion Material D

310000 SAM Crushed Stone D

310000 SAM Pea Gravel D

310000 QCS Subbase Materials D

310000 QCS Other Aggregates D

310000 QCS Excavation Procedure D

310000 QCS

Sheeting, Shoring, and Bracing (Not shown on the

Drawings) D


310101 SITE RESTORATION

310101 QCS Provide prepackaged seed readily available to public D

312316 ROCK REMOVAL

312316 PD Rock Removal Procedure D

312316 QCS

Certificates: Competency affidavit required under

Quality Assurance Article. D

313119 VEGETATION CONTROL

313119 PD

Submit proposed method of application and proposed

rate of application D

313119 PD Vegetation Killer D

320117 PAVEMENT REPAIR AND RESURFACING

320117 PD Asphalt filler D

Updated: 10/16/2015


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320117 PD Asphalt emulsion D

320117 QCS Plant name and location of asphalt concrete supplier D

323113 CHAIN LINK FENCE AND GATES

323113 SAM Fence Fabric D

323113 SAM Fence and Gate Posts D

323113 SAM Miscellaneous Materials and Accessories D

323113 SD Class B steel Tubing D

323113 PD Class B steel tubing D

323113 PD Glavanizing Repair Paint D

323113 SD Steel Fabric D

323113 PD Steel Fabric D

323113 SD Swing Gate Posts D

323113 PD Swing Gate Posts D

323113 SD Swing Gate Frames D

323113 PD Swing Gate Frames D

323113 SD Swing Gate Hardware D

323113 PD Swing Gate Hardware D

323113 SD Barbed Wire D

323113 PD Barbed Wire D

331101 WATER UTILITY DISTRIBUTION PIPING

331101 PD Ductile Iron Pipe D

331101 PD Fittings D

331101 PD Flexible Expansion Joints D

331101 QCS

Statement of compliance with ANSI/AWWA

Specifications. D

331160 DISINFECTION OF WATER STORAGE FACILITIES

331160 CCS Test Results F

331201 WATER SYSTEM CONTROL

331201 PACK

Submit the shop drawings, product data, and quality

control submittals specified below at the same time as

a single package D

331201 PD

Composite wiring and/or schematic diagrams of the

complete system as proposed to be installed.

Standard diagrams will not be acceptable. D

331201 PD Parts List D

331201 PD Maintenance and operation manual D

331201 PD Pressure Transmitter D

331201 QCS

The manufacturer producing the system shall submit

a performance affidavit certifying to the Contractor

and the State D

331201 QCS

Submit 2 copies of the performance affidavit with the

initial shop drawing submittal D

331201 QCS

Submit 2 copies of a statement by the manufacturer

producing the system D

331201 CCS Warranty F

Updated: 10/16/2015


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331216 WATER UTILITY DISTRIBUTION VALVES

331216 PD Valve Schedule D

331216 PD Gate Valves D

331216 PD Tapping Sleeves D

331216 PD Valve Boxes D

331216 PD Valve Keys D

331219 WATER UTILITY DISTRIBUTION FIRE HYDRANTS

331219 PD Fire Hydrants D

331219 PD Paint D

331219 PD Crushed Stone D

331219 QCS

Certificate: Furnish written certification indicating the

AWWA C-502 required tests on materials and

completed hydrants have been accomplished D

331219 CCS

Tools: Furnish 2 wrenches to fit fire hydrants. Deliver

wrenches to the Director's Representative F

331300 DISINFECTION OF WATER UTILITY DISTRIBUTION

331300 CCS Test Results F

331613

GLASS-FUSED-TO-STEEL ELEVATED WATER

STORAGE TANK

331613 SD Structural calculations for tank foundation and tank D

331613 PD

Tank structure, foundation, joint sealants,

appurtenances D

331613 QCS Professional liability insurance certificate D

331613 QCS AWWA D103 certification D

331613 QCS Mill reports for source of steel D

331613 SD Tank foundation design drawing D

331613 SD Tank erection design drawing D

331613 QCS Tank assembly guide D

331613 SAMP Steel and glass coating sample F/O

331613 PD Tank appurtenances D

331613 SD Tank handrailing and platforms D

331613 SD Tank access ladders D

331613 QCS Builder certification program

334104

CORRUGATED POLYETHYLENE STORM DRAIN

PIPE

334104 PD Corrugated Polyethylene Pipe and Fittings D

334104 PD Corrugated Polyethylene Pipe (Smooth Interior) D

334104 PD Fittings D

334104 PD Headwalls and End Sections D

334104 PD Perforated Pipe D

334416 TRENCH DRAINS

Updated: 10/16/2015


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334416 SD Plan of total drainage system; fabrication details D

334416 PD Product data for trench drain D

334416 SAMP Section of trench drain and grate F/O

402323 POTABLE WATER PROCESS PIPING

402323 PD ANSI/AWWA C151/A21.51 CLDI Pipe D

402323 PD Flanged Adapters D

402323 PD Couplings D

402323 PD Pipe Supports - Pipe Saddle Support D

402323 PD Pipe Supports - Pipe Flange Support D

402324 VALVES AND VALVE ACCESSORIES

402324 PD Check Valves D


Updated: 10/16/2015


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007213 PD

ARTICLE 6: Designate in writing competent supervision and/or

management representatives as required - include contact

number in case of an emergency after work hours, including

weekends and holidays (see 011000 Summary of Work) F


011000 SUMMARY OF THE WORK

011000 QCS Contractor's list of Subcontractors-Suppliers S X

011000 QCS Preliminary Project Schedule S X

011000 QCS Submittal Coordinator Qualifications S X



013300 SUBMITTALS

013300 PD Schedule of Submittals (This form completed and editted) F X




017123 PD number of the Land Surveyor before starting the survey work F

017123 PD work F

017123 CCS sealed by the Land Surveyor, stating that the elevations and F

017123 CCS 6 copies of sketches and computations to the Director's F








023313 PD

Submit detailed experience and qualifications description of

underground utility locator service D

99744 MECHANICAL PIPING COATING SYSTEMS


99744 SAM Paint Color Chart D, F




99744 QCS

Report of daily work location, date, start and finish time, ambient

conditions, etc. D



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PROJECT NO.: 41859 - P

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Phone: (518) 474-0331 FAX: (518) 474-8201

Updated: 10/16/2015

Printed: 11/22/2017 Page 1 of 4 Project No.: 41859-P

Revised: 11/21/2017

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99744 QCS

Name, type, batch numbers, manufacturer's name and amount of

coating for each application D

099745 WATER TREATMENT COATING SYSTEMS


99745 SAM Paint Color Chart D, F/O




99745 QCS

Report of daily work location, date, start and finish time, ambient

conditions, etc. D



99745 QCS

Name, type, batch numbers, manufacturer's name and amount of

coating for each application D

220529 PIPE HANGERS AND SUPPORTS

220529 SD Details of trapeze hangers and upper hanger attachments D

220529 SD Details of pipe anchors D

220529 PD Combination clevis hanger, pipe insulation shield and vapor barrier D

220529 PD Pipe Insulation Shields D

220529 PD Pipe Hangers D

220529 PD Adjustable Floor Rests and Base Flanges D

220529 PD Hanger Rods D

220529 PD Riser Clamps D

220529 PD Rollers D

220529 PD Sleeve Anchors D

220529 PD Wedge Anchors D

220529 PD Self-Drilling Anchors D

220529 PD Non-Drilling Anchors D

220529 PD Stud Anchors D

220529 PD Beam Clamps D

220529 PD Metal Deck Ceiling Bolts D

220529 QCS Seismic Restraint Manufacturer’s Qualifications Data D

220529 QCS Company Field Advisor Data D

220529 QCS Manufacturer’s Certificate of Compliance for Seismic Restraints D

220553 PIPE AND VALVE IDENTIFICATION

220553 PD Snap-on Marker D

220553 PD Strap-on Marker D

220553 PD Stick-On Marker D

220553 PD Pipe Marker Legend and Color Field Sizes D

220553 PD Banding Tapes D

220553 PD Pipe Size Labels D

220553 PD Pipe Service Identification Tags D

220553 PD Valve Service Identification Tags D

220553 PD Valve Service Identification Chart Frames D

Updated: 10/16/2015


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Date:

220700 PIPING INSULATION

220700 PD Fibrous Glass (Mineral Fiber) Insulation D

220700 PD Flexible Elastomeric Foam Insulation D

220700 PD High Density Jacketed Insulation Inserts for Hangers and Supports D

220700 PD Laminated Vapor Barrier Jackets for Piping D

220700 PD Canvas Jackets D

220700 PD Premolded PVC Fitting Jackets D

220700 QCS Installer's Qualification Data D

221100 PLUMBING PIPING

221100 PD Material Schedule D

221100 PD Copper and Brass Pipe, Tubing and Fittings D

221100 PD Ductile Iron Pipe and Fittings D

221100 PD Dielectric Connectors D

221100 QCS

Copy of extraction equipment manufacturer’s printed field

inspection procedures D

221100 QCS

Certificate of training from the manufacturer of copper tubing

extraction equipment D

331201 WATER SYSTEM CONTROL

331201 PACK

Submit the shop drawings, product data, and quality control

submittals specified below at the same time as a single package D

331201 PD

Composite wiring and/or schematic diagrams of the complete

system as proposed to be installed. Standard diagrams will not be

acceptable. D

331201 PD Parts List D

331201 PD Maintenance and operation manual D

331201 PD Pressure Transmitter D

331201 QCS

The manufacturer producing the system shall submit a

performance affidavit certifying to the Contractor and the State D

331201 QCS

Submit 2 copies of the performance affidavit with the initial shop

drawing submittal D

331201 QCS

Submit 2 copies of a statement by the manufacturer producing the

system D

331201 CCS Warranty F

332121 DISINFECTION OF WATER TREATMENT PLANT

332121 QCS

Submit proposed method for introducing disinfectant into the

treatment unit. If resin must be disinfected, obtain method for

disinfecting from resin supplier. D

332121 QCS Report containing: type and form of disinfectant used D

332121 QCS ddate and time of disinfectant injection start and time of completion D

332121 QCS Test and injection Locations D

332121 QCS

Initial and 24-hour disinfectant residuals (quantity in treated water)

in ppm for each outlet tested. D

332121 QCS Date and time of flushing start completion D

332121 QCS Disinfectant residual after flushing in ppm for each outlet tested D

332121 QCS

Water Analysis results with: Date issued, project name, testing

laboratory name, address and phone D

332121 QCS Time and date of water sample collection D

332121 QCS Name of person collection samples D

Updated: 10/16/2015


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332121 QCS Test locations D

332121 QCS Initial and 24-hour disinfectant residuals in ppm D

332121 QCS Coliform bacteria and chemical test results D

332121 QCS

Certification that water conforms or fails to conform to NYS

Drinking water Standards D

332121 QCS Laboratory Director's signature and authority. D

402323 POTABLE WATER PROCESS PIPING

402323 PD ANSI/AWWA C151/A21.51 CLDI Pipe D

402323 PD Flanged Adapters D

402323 PD Couplings D

402323 PD Pipe Supports - Pipe Saddle Support D

402323 PD Pipe Supports - Pipe Flange Support D

402324 VALVES AND VALVE ACCESSORIES

402324 PD Check Valves D


409213 ELECTRICALLY OPERATED PRIMARY CONTROL VALVES

409213 PD

Flow Control Valves-A. 131 Series, as Manufactured by CLA-VAL.

Model 131G-01ABCDNPSKCHxHHFC, 150F, DS, CS2-SS 120vac,

X105LCW D

466315 PORTABLE WATER SOFTENER SYSTEM

466315 SD Temporary Pressurized Storage Tank System

466316 WATER SOFTENER SYSTEM

466316 SD Water Softener Tank (3) D

466316 SD Service Valves - Keystone actuated butterfly valves D

466316 SD Softening resin Quantity D

466316 SD Qualifications of contractor/subcontractor D

466316 QCS Operational and Maintenance manuals (3 hard copies) D

466316 PACK

24"x36" Process Flow Diagram framed for mounting in the

treatment building D

Updated: 10/16/2015


F

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007213 PD

ARTICLE 6: Designate in writing competent supervision and/or

management representatives as required - include contact

number in case of an emergency after work hours, including

weekends and holidays (see 011000 Summary of Work) F


011000 SUMMARY OF THE WORK

011000 QCS Contractor's list of Subcontractors-Suppliers

011000 QCS Preliminary Project Schedule

011000 QCS Submittal Coordinator Qualifications

011100 SAFETY

011100 QCS Site Specific Safety Plan

011100 QCS Employee Safety Orientation Training and Certificates

011100 QCS Emergency Action and Evacuation Plan



013300 SUBMITTALS

013300 PD Schedule of Submittals (This form completed and editted) F X




017123 PD

Submit the name, address, telephone number, and registration

number of the Land Surveyor before starting the survey work F

017123 PD work F

017123 CCS

Upon completion of the Work, submit a certificate signed and

sealed by the Land Surveyor, stating that the elevations and

locations of the Work are in conformance with the Contract

Documents F

017123 CCS

Record location data for control points in sketch form and turn over

6 copies of sketches and computations to the Director's

Representative F







Projected

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PROJECT NO.: 41859 - E

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Date:

Projected

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Date:



Phone: (518) 474-0331 FAX: (518) 474-8201

Updated: 10/16/2015

Printed: 11/22/2017 Page 1 of 5 Project No.: 41859-E

Revised: 11/21/2017

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023313 PD

Submit detailed experience and qualifications description of

underground utility locator service

235416 ELECTRIC HEATERS

235416 PD Heater: Horizontal Unit Heater

235416 CCS Operation and Maintenance Data: Deliver 2 copies F

260251 BASIC ELECTRICAL MATERIALS AND METHODS

260251 PD Rigid Ferrous Metal Conduit D

260501 PD Flexible Metal Conduit D

260501 PD Liquid-tight Flexible Metal Conduit D

260501 PD Wireways, Fittings and Accessories D

260501 PD

Insulated Bushings, Plastic Bushings, and Insulated Grounding

Bushings D

260501 PD Connectors and Couplings D

260501 PD Conduit Bodies (Threaded) D

260501 PD Expansion Fittings D

260501 PD Deflection Fittings D

260501 PD Sealing Fittings D

260501 PD Sealant for Raceways Exposed to Different Temperatures D

260501 PD Vertical Conductor Supports D

260501 PD Galvanized Steel Outlet Boxes D

260501 PD Galvanized Steel Junction and Pull Boxes D

260501 PD Threaded Type Boxes D

260501 PD Specific Purpose Outlet Boxes D

260501 PD Outlet Boxes and Related Products for Fire Rated Construction: D

260501 PD Conductors and Accessories D

260501 PD Wiring Devices D

260501 PD Supporting Devices D

260501 PD Grounding and Bonding D

260501 PD Nameplates and Tags D

260519 WIRING, GENERAL - 600 VOLTS AND UNDER

260519 PD Insulated Conductors and Cables D

260519 PD Electrical Circuit Protective System D

260519 PD Connectors D

260519 PD Tapes D

260519 PD Wire Pulling Compounds D

260519 PD Tags D

260519 PD Wire Management Products D

260526 SERVICE GROUNDING AND BONDING

260526 PD Ground Clamps (Cable to Pipe)

260526 PD Ground Clamps (Cable to Rod)

260526 PD Ground Lugs

260526 PD Exothermic Type Weld

260526 PD Compression Connectors

Updated: 10/16/2015


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Section

Spec

Section

Projected

Transmittal

Date:

Projected

Approval

Date:

260526 PD Rod Electrodes

260526 PD Plate Electrodes

260526 PD Grounding Electrode Conductors and Bonding Conductors

260526 PD Hardware

260529 FASTENERS, ATTACHMENTS, AND SUPPORTING DEVICES

260529 SD

Show support details if different from methods specified or shown

on the drawings. D

260529 PD Sleeve Anchors D

260529 PD Wedge Anchors D

260529 PD Self-Drilling Anchors D

260529 PD Non-Drilling Anchors D

260529 PD Stud Anchors D

260529 PD Continuous Slotted Type Concrete Insert, Galvanized D

260529 PD Threaded Type Concrete Insert D

260529 PD Wedge Type Concrete Insert D

260529 PD Standard Nuts and Bolts D

260529 PD Lag Screws D

260529 PD Machine Bolts D

260529 PD Wood Screws D

260529 PD Plain Washers D

260529 PD Lock Washers D

260529 PD Toggle Bolts D

260529 PD Stainless Steel Fasteners D

260529 PD TPR Fasteners D

260529 PD Powder Driven Fastener Systems D

260529 PD Hanger Rods D

260529 PD "C" Beam Clamps with Conduit Hangers D

260529 PD "C" Beam Clamps for Hanger Rods D

260529 PD Channel Support System D

260529 PD Side Beam Fittings D

260529 PD Pipe Straps D

260529 PD Deck Clamps D

260529 PD Fixture Stud and Strap D

260532 INTERIOR RACEWAYS, FITTINGS, AND ACCESSORIES

260532 PD Rigid Ferrous Metal Conduit D

260532 PD Flexible Metal Conduit D

260532 PD Liquid-tight Flexible Metal Conduit D

260532 PD Rigid Nonmetallic PVC Conduit, Fittings, and Accessories D

260532 PD Insulated Bushings D

260532 PD Plastic Bushings for 1/2 and 3/4 Inch Conduit D

260532 PD Insulated Grounding Bushings D

260532 PD Connectors and Couplings D

260532 PD Conduit Bodies (Threaded) D

260532 PD Expansion Fittings D

260532 PD Deflection Fittings D

260532 PD Hazardous Location Fittings D

260532 PD Sealant for Raceways Exposed to Different Temperatures D

Updated: 10/16/2015


F

F/O

D

S

Projected

Delivery

Date:


Critical

Submittals

Mark "X"

for all

that apply





Send

to:

DescriptionType

Sub

Section

Spec

Section

Projected

Transmittal

Date:

Projected

Approval

Date:

260532 PD Vertical Conductor Supports D

260532 PD Pulling-In-Line For Installation in Spare and Empty Raceways D

260532 CCS

Spare Parts: Touch up coating compound for plastic coated rigid

metal conduit (one spray type can and one non-spray can with

brush top) F

260535

CHANNEL SUPPORT RACEWAY SYSTEM WITH FLAT CABLE

ASSEMBLY

260535 PD Channel Support Raceway System D

262416 PANELBOARDS

262416 PACK

Submit the shop drawings, product data, and the quality control

submittals specified below at the same time as a package. D

262416 SD Cabinet and gutter size. D

262416 SD Voltage and current rating D

262416 SD

Panelboard short circuit rating. Indicate if rating is Fully Rated

Equipment Rating, or where acceptable, UL listed Integrated

Equipment Short Circuit Rating D

262416 SD Circuit breaker enumeration (frame, ATE, poles, I.C.) D

262416 SD

When indicated on the panelboard schedule, a coordinated

selective scheme between the main circuit breaker and

branch/feeder circuit breakers so that under fault conditions the

branch/feeder circuit breaker clears the fault while the main circuit

breaker remains closed. D

262416 SD Accessories. D

262416 PD Panelboards D

262416 PD Nameplates D

262416 QCS List of Completed Installations D

262416 QCS Company Field Advisor Data D

262416 CCS System acceptance test report F

262416 CCS

Certificate: Affidavit, signed by the Company Field Advisor and

notarized, certifying that the system meets the contract

requirements and is operating properly. F

262416 CCS Operation and Maintenance Data: Deliver 2 copies F

265000 LIGHTING

265000 PD Lighting Units D

310000 EARTHWORK

310000 SD

Sheeting, Shoring, and Bracing (Shown on the Drawings): Submit

shop drawings for sheeting, shoring, and bracing shown on the

Drawings. Shop drawings will be signed by a New York State

licensed Professional Engineer D

310000 PD

Permanent Sheeting, Shoring, and Bracing: Specifications for

materials and accessories D

310000 PD Select Granular Material D

310000 PD Subbase Course Type 2 D

310000 PD Selected Fill D

310000 PD Cushion Material D

310000 PD Suitable Material D

310000 PD Marker Tape D

310000 SAM Select Granular Material D

310000 SAM Subbase Course Type 2 D

Updated: 10/16/2015


F

F/O

D

S

Projected

Delivery

Date:


Critical

Submittals

Mark "X"

for all

that apply





Send

to:

DescriptionType

Sub

Section

Spec

Section

Projected

Transmittal

Date:

Projected

Approval

Date:

310000 SAM Selected Fill D

310000 SAM Cushion Material D

310000 SAM Suitable Material D

310000 QCS Subbase Materials D

310000 QCS Other Aggregates D



337119 ELECTRIC MANHOLES

337119 PD

Field Constructed Manholes: Furnish manholes of dimensions as

shown on the drawings D

337119 PD Precast Manholes D

337119 PD Watertight Manhole Frames and Covers D

337119 PD Cable Support Assemblies (Steel) D

337119 PD Cable Support Assemblies (Nonmetallic) D

337119 PD Grounding and Bonding D

464127 SUBMERSIBLE MIXERS

464127 PD Mixing System and all associated accessories D

464127 SD Mixing unit and all accessory installations D

464127

Computational Fluid Dynamics (CFD) Modeling of flow throughout

the tank, corresponding average turnover for the tank,

corresponding average power consumption D

Updated: 10/16/2015


WV

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

PARTIAL DEMOLITIONSITE PLAN

C-101Partial Demolition Site Plan1 SCALE: 1" = 30'

1. ISOLATE AND DRAIN EXISTING TANK ONLY AFTER THE NEWTANK IS FULLY CONSTRUCTED AND OPERATIONAL.

2. EXISTING TANK IS KNOWN TO CONTAIN LEAD BASED PAINT.CONFORM TO ALL APPLICABLE REGULATIONS. REFER TOSECTIONS 028303 AND 02304 OF THE PROJECT MANUAL.MATCH LINE SEE SHEET C-102A A

NOTES:

REMOVE AND DISPOSE OF EXISTING1.5 MG ELEVATED STORAGE TANK

TEMPORARY WATER SOFTENERTREATMENT SYSTEM (N.I.C.)

EXISTING WATER SOFTENER TREATMENTSYSTEM BUILDING (N.I.C.)

REMOVE AND DISPOSE OF EXISTING VALVE VAULT

REMOVE AND DISPOSE OF EXISTING 6"Ø C.L.D.I.MANUAL DRAIN PIPING, FITTINGS, VALVES, ETC.(NOT SHOWN)

REMOVE AND DISPOSE OF EXISTING 12"Ø C.L.D.I.TANK INLET/OUTLET PIPING, FITTINGS, VALVES, ETC.

12"Ø LINE STOP

EXISTING UNDERGROUND CHLORINE CONTACT LOOP

CUT INTO EXISTING CHLORINE CONTACT LOOP. REMOVEAND DISPOSE OF EXISTING 24"Ø PIPING

REMOVE AND DISPOSE OF EXISTING CHAIN LINK FENCEAND CONCRETE PIERS

REMOVE AND DISPOSE OF EXISTING RISER AND TANKLEG FOUNDATIONS TO 18" BELOW EXISTING GRADE

EXISTING 8"Ø WATER MAIN

STABILIZED CONSTRUCTION ENTRANCEC-103

1

8"Ø LINE STOP

EXISTING 8"Ø VALVE, 12"x8"REDUCER AND 24"x12" REDUCER

EXISTING 24"Ø WATER MAIN, 12"x8" REDUCERAND 24"x12" REDUCER

GRADING & CONTRACT LIMIT LINE

C-1131

STAGING AREA WITH 8' TEMPORARY CHAIN LINK FENCE ENCLOSURE FOR TANKDEMOLITION. SEE SECTION 015000, PARAGRAPH 1.08 OF THE PROJECT MANUAL.


Melville, NY • White Plains, NY • New City, NY • Albany, NY • Parsippany, NJ • Howell, NJ

architects+

engineers

REVISED DRAWING11/17/2017

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BL

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26

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27

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BOL

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BOL

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BOL

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BOL

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BOL

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BOL

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ASPHALT

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TF=285.46

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x

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CAGE

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CB

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CB

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TRASH

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BIN

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x

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E

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x

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E

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E

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GATE

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1 STORY FRAME

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GUARD POST

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113

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FAMILY REUNION

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ST

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ST

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6"PVC

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6"PVC

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6"PVC

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I=283.3

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I=283.0

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I=282.5

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(DRYWELL)

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TF=285.80

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(DRYWELL)

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286.4

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286.2

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286.2

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285.9

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285.6

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286.1

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285.7

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286.3

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287.0

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285.7

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286.0

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TW:318.8

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286.0

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286.0

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286.1

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LAWN

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CONCRETE WALL 33 FEET TALL

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CONC. WALL 22' TALL

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FF=288.72

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WALL GUARD POST#4

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CONCRETE TOWER

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PART OF WALL

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CB

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LP TANK

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GAS LINE

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SMOKE

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CONC.

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CONC.

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VENT 6"

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CONCRETE CURBING

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CONCRETE

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CONCRETE

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TANK #50-3

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TANK #50-2

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TANK #50-1

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FUEL OIL

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FUEL OIL

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FUEL OIL

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LANDSCAPING

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14"SPRUCE

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VENTS

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MFP

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WV

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VAULT

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HYDRANT

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UGE

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MH

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SPIGOT

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CONC.

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CONC.

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UGE

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GRAV.

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STOP BAR

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CONDUIT

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CONDUIT

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"NO PARKING"

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"CONSTRUCTION OFFICE"

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"NO PARKING"

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VENT

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UGE

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CONC.

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CONC.

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GRAVEL

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ASPHALT CUT

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UGE

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TANK

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STACK

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P

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MH

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MH

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VERTICAL PIPE FLUSH

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4"PVC

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CONC.

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CONDUIT

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VAULT

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UGE

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UGE

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CONC.

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GRAVEL

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MH

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CONC.

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CONC.

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HH 2" STEEL

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CONC.

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CONC.

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CONC.

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GRAVEL

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CONC.

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ASPH.

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UGE

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CHG&E 106453

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UGE

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I-17

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GROUND WIRE

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CONC. FOOTING

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5' X 5' (TYP.)

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ELEC.

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VAULT

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OVERFLOW PIPE

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CONC.

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STAND PIPE

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SPRUCE TREE ROW

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STONE WALL

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I=278.90

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WATER

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EDGE WATER

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#10

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I-16

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UGE

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CONC.

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CONC.

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I-15

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ASPHALT

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ASPHALT

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ASPHALT

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CONC.

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CONC.

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FUEL ISLAND

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INV.=269.5%%P

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HANDRAIL

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CONC. WALL

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SUMP=262.8

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6" CIP

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CONC.

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MH

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MH WATER SUPPLY

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WV

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CONC.

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CONC.

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CONC.

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RIP RAP

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3"MAPLE

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RETAINING WALL

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8"SPRUCE

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30"ASH

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"NO SMOKING"

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LAWN

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CONC.

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H

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MH TF=281.82 4' DIAM. BRICK VAULT INV. SILTED SUMP=277.3 BAFFLED PIPE

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TF=282.91

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I=271.86

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I=271.78

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12"CIP

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I=271.86

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10"CIP

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TF=284.49

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TF=281.01

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TF=280.19

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6"CIP

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169

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I=279.49

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15"CMP

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TF=287.13

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P

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E

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P

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E

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P

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4'X4' CONC

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(2) 3"DUCTS W/WIRES TOP I=279.24 BOT I=278.59

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2 BANKS,(3)DUCTS EACH W/WIRE TOP(3)DUCTS I=280.22 BOT(3)DUCTS I=279.76

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4 (2") DUCTS W/O WIRES I=280.30

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TOP(2)4"DUCTS (1)W/WIRE I=282.80 TOP BANK(3)3"DUCTS (1)W/WIRE I=280.20 BOT BANK(3)3"DUCTS W/WIRE I=279.67

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S

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(3)3"DUCTS W/WIRES I=282.70 TO I=279.3

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TF=285.45 4'X4' CONC.

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(2)3"DUCTS W/WIRES I=279.7 I=278.9

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(11)4"DUCTS, (10)W/WIRE I=279.10 TO 283.47

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(6) 4"DUCTS W/WIRE I=NO ACCESS

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TF=285.70 (7)DUCTS, 6 W/WIRES TOP(3)I=282.23 BOT(4)I=281.55

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BAFFLE

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I=277.44

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BAFFLE

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TF=283.70

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TF=283.80

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I=278.69

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6"CIP

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6"CIP

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6"PVC

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6"PVC

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4"PVC

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UNKNOWN SIZE & TYPE

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TF=283.07

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I=277.33

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4"PVC

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I=277.54

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(?)4"CIP

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TF=283.68 4'X4'CONC.

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S

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P

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2 BANKS(3)DUCTS EAC, 5 W/WIRES TOP BANK I=279.05, BOT BANK I=278.30

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3"DUCT, NO WIRE I=NO ACCESS

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TF=283.18,

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4'X4'CONC

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(1)DUCT W/WIRE

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I=278.83

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TOP(2)DUCTS W/WIRES I=280.80 MID(1)DUCT NO WIRE I=INACCESSIBLE BOT(1)DUCT W/WIRES I=INACCESSIBLE

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TOP(2)DUCTS W/WIRES I=280.13 MID(1)DUCT NO WIRE I=278.86 BOT(1)DUCT W/WIRES I=278.28

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TOP(3)DUCTS, 1 W/WIRES I=273.63 BOT(3)DUCTS W/WIRE I=273.04

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TOP(2)DUCTS W/WIRES I=278.0 MID(1)DUCT W/O WIRES I=273.22 BOT(1)DUCT W/WIRES I=272.73

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P

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TOP(2)DUCTS W/O WIRES I=276.64 BOT(2)DUCTS W/WIRES I=275.82

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TOP(3)DUCTS, W/WIRES I=273.66 BOT(3)DUCTS (2)W/WIRES I=272.95

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CONC.

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CONC.

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CONC.

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CB TF=275.21

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8"CMP

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I=273.38

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4"CIP

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I=274.01

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8"CMP

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TF=276.80

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TF=275.05 2.5X2.5 CONC VAULT

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12"CMP

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I=273.82

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12"CMP

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12"CMP

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(1) 6" DUCT W/WIRES

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(1) 6" DUCT W/WIRES

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I=273.5

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(1) 6" DUCT W/WIRES

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I=273.6

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(1) 6" DUCT W/WIRES

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CONC.

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POSSIBLE CONNECTION

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15"CIP

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I=272.9

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6"CIP

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(APPROX. BY RECORD)

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2 "GALVANIZED12"GALVANIZED

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6"CIP

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1 "PIPE12"PIPE

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VAULT

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CONC.

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VENT

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TF=283.77

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I=270.71

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"DANGER HIGH VOLTAGE"

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"PERSONNEL ONLY"

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"POWER HOUSE"

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PICKETT FENCE

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W

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285.94

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285.39

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285.95

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285.67

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285.98 top step

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278.13

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289.36

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UG CABLE

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283.24

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283.26

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283.81

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281.92

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284.96

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285.09

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285.35

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287.55

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279.5

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278.40

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278.37

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278.21

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OF HEALTH"

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FF=280.03

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279.53

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FF=280.02

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279.54

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279.48

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279.92

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279.93

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278.5

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TOP OF WALL

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279.8

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TOP OF WALL

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(2) DUCTS, (1) W/WIRES I=INACCESSIBLE

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CONC.CURB

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(4)DUCTS, (3)W/WIRES (TOP)2 DUCTS I=281.4 BOT(2)DUCTS I=280.8

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(4) DUCTS(3) W/WIRES TOP DUCT I=281.3 BOT(3)DUCTS I=280.7

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278.4

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278.0

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278.6

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280.6

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279.2

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278.8

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282.8

AutoCAD SHX Text

286.3

AutoCAD SHX Text

286.6

AutoCAD SHX Text

285.9

AutoCAD SHX Text

286.5

AutoCAD SHX Text

285.1

AutoCAD SHX Text

285.6

AutoCAD SHX Text

285.6

AutoCAD SHX Text

286.1

AutoCAD SHX Text

282.6

AutoCAD SHX Text

282.5

AutoCAD SHX Text

282.6

AutoCAD SHX Text

282.5

AutoCAD SHX Text

281.3

AutoCAD SHX Text

280.8

AutoCAD SHX Text

279.9

AutoCAD SHX Text

281.1

AutoCAD SHX Text

279.0

AutoCAD SHX Text

279.1

AutoCAD SHX Text

278.2

AutoCAD SHX Text

277.6

AutoCAD SHX Text

282.3

AutoCAD SHX Text

282.3

AutoCAD SHX Text

278.0

AutoCAD SHX Text

278.1

AutoCAD SHX Text

278.2

AutoCAD SHX Text

278.0

AutoCAD SHX Text

275.5

AutoCAD SHX Text

275.9

AutoCAD SHX Text

276.6

AutoCAD SHX Text

276.9

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

"DEPARTMENT

AutoCAD SHX Text

S #25

AutoCAD SHX Text

EXHAUST PIPE

AutoCAD SHX Text

HH

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

UGE

AutoCAD SHX Text

PHONE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

I=272.41

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

TF=277.04

AutoCAD SHX Text

I=269.36

AutoCAD SHX Text

I=271.27

AutoCAD SHX Text

4"CIP I=270.9

AutoCAD SHX Text

TF=277.12 4' DIA BRICK VAULT

AutoCAD SHX Text

TF=275.05 (INACCESSIBLE)

AutoCAD SHX Text


AutoCAD SHX Text

4 WIRES NO DUCTS

AutoCAD SHX Text

TOP(1)DUCTS W/O WIRES I=273.33 BOT(1)DUCT W/WIRES I=272.83

AutoCAD SHX Text

TF=280.44 4'X4' CONC. ALL DUCTS 4"

AutoCAD SHX Text

E

AutoCAD SHX Text

(RCRD)

AutoCAD SHX Text

TF=283.16

AutoCAD SHX Text

I=278.72

AutoCAD SHX Text

I=278.72

AutoCAD SHX Text

I=275.25

AutoCAD SHX Text

(8)DUCTS, 6 W/WIRES TOP(4)I=279.9 BOT I=279.3

AutoCAD SHX Text

TF=285.55

AutoCAD SHX Text

6'x6'CONC.

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

TF= 285.70

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

I=270.84

AutoCAD SHX Text

I=277.01

AutoCAD SHX Text

12"CIP

AutoCAD SHX Text

I=271.05

AutoCAD SHX Text

I=271.11

AutoCAD SHX Text

I=277.04

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

12"CIP

AutoCAD SHX Text

MH TF=286.52 SUMP=279.26

AutoCAD SHX Text

RECORD CONNECTION

AutoCAD SHX Text

X

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

MFP

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

BENCHMARK "X" CUT NE BOLT HYD. ELEV.=280.17

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

CONC. BARRIERS

AutoCAD SHX Text

ALARM

AutoCAD SHX Text

2 UGE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

WIRE ONLY I=284.1±

AutoCAD SHX Text

JBOX

AutoCAD SHX Text

E.MTR.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

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POST AND RAIL

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

SPIGOT

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2-UGE

AutoCAD SHX Text

30"

AutoCAD SHX Text

GATE

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UGE

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"DANGER

AutoCAD SHX Text

PESTICIDE"

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

284.95

AutoCAD SHX Text

FF=285.49

AutoCAD SHX Text

284.53

AutoCAD SHX Text

FF=284.60

AutoCAD SHX Text

285.69

AutoCAD SHX Text

285.46

AutoCAD SHX Text

FF=285.64

AutoCAD SHX Text

FF=285.34

AutoCAD SHX Text

282.10

AutoCAD SHX Text

282.13

AutoCAD SHX Text

284.46

AutoCAD SHX Text

FF=284.60

AutoCAD SHX Text

FF=284.47

AutoCAD SHX Text

285.4

AutoCAD SHX Text

285.9

AutoCAD SHX Text

285.8

AutoCAD SHX Text

285.7

AutoCAD SHX Text

285.8

AutoCAD SHX Text

285.2

AutoCAD SHX Text

285.4

AutoCAD SHX Text

285.6

AutoCAD SHX Text

285.4

AutoCAD SHX Text

286.0

AutoCAD SHX Text

285.6

AutoCAD SHX Text

285.6

AutoCAD SHX Text

285.3

AutoCAD SHX Text

283.5

AutoCAD SHX Text

283.3

AutoCAD SHX Text

282.6

AutoCAD SHX Text

282.7

AutoCAD SHX Text

281.8

AutoCAD SHX Text

281.8

AutoCAD SHX Text

281.5

AutoCAD SHX Text

281.7

AutoCAD SHX Text

285.9

AutoCAD SHX Text

285.4

AutoCAD SHX Text

284.3

AutoCAD SHX Text

285.4

AutoCAD SHX Text

283.5

AutoCAD SHX Text

284.7

AutoCAD SHX Text

284.2

AutoCAD SHX Text

281.5

AutoCAD SHX Text

282.2

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

285

AutoCAD SHX Text

285

AutoCAD SHX Text

285

AutoCAD SHX Text

272

AutoCAD SHX Text

280

AutoCAD SHX Text

275

AutoCAD SHX Text

280

AutoCAD SHX Text

280

AutoCAD SHX Text

280

AutoCAD SHX Text

275

AutoCAD SHX Text

275

AutoCAD SHX Text

280

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text

I=279.98

AutoCAD SHX Text

I=280.06

AutoCAD SHX Text

I=280.01

AutoCAD SHX Text

I=280.29

AutoCAD SHX Text

I=280.21

AutoCAD SHX Text

I=280.54

AutoCAD SHX Text

2 BANKS 3 DUCTS EACH 5 W/WIRES TOP BANK I=278.78 BOT I=278.25

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CB

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CB

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CB

AutoCAD SHX Text

ST

AutoCAD SHX Text

MH

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

ST

AutoCAD SHX Text

YD

AutoCAD SHX Text

MH

AutoCAD SHX Text

=280.00

AutoCAD SHX Text

=274.21

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

CO

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

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BOL

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BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

STAND PIPES

AutoCAD SHX Text

W

AutoCAD SHX Text

MH

AutoCAD SHX Text

FF=286.11

AutoCAD SHX Text

285.34

AutoCAD SHX Text

FF=286.13

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

FF=279.98

AutoCAD SHX Text

FF=280.00

AutoCAD SHX Text

FF=280.01

AutoCAD SHX Text

TF=283.20

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

"NO CELL

AutoCAD SHX Text

PHONES"

AutoCAD SHX Text

2 UGE

AutoCAD SHX Text

FIRE EXTINGUISHER PULL BOX

AutoCAD SHX Text

"TRUCK DELIVERIES"

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

BL

AutoCAD SHX Text

20

AutoCAD SHX Text

BL

AutoCAD SHX Text

69

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

"OVERFILL ALARM HORN"

AutoCAD SHX Text

"TANK #92-A DIESEL FUEL

AutoCAD SHX Text

"TANK #81-2 DIESEL FUEL"

AutoCAD SHX Text

"TANK #81-1 UNLEADED GAS"

AutoCAD SHX Text

METAL FRAME

AutoCAD SHX Text

"TRACTOR CROSSING"

AutoCAD SHX Text

"NOTICE NO CELL PHONES, COMPUTERS, CAMERAS"

AutoCAD SHX Text

"TURN OFF

AutoCAD SHX Text

ENGINES"

AutoCAD SHX Text

"ALL DRIVERS STOP"

AutoCAD SHX Text

SS

AutoCAD SHX Text

FF=286.00

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

289.39

AutoCAD SHX Text

FF=278.67

AutoCAD SHX Text

285.30

AutoCAD SHX Text

285.73

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. TROUGH

AutoCAD SHX Text

GATE 8'TALL

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GROUND WIRE

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

FF=283.82

AutoCAD SHX Text

283.70

AutoCAD SHX Text

283.78

AutoCAD SHX Text

FF=278.70

AutoCAD SHX Text

FF=278.69

AutoCAD SHX Text

FF=278.67

AutoCAD SHX Text

FF=283.80

AutoCAD SHX Text

FF=283.80

AutoCAD SHX Text

FF=283.79

AutoCAD SHX Text

FF=283.86

AutoCAD SHX Text

FF=283.81

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

92

AutoCAD SHX Text

FF=280.00

AutoCAD SHX Text

VEHICLE STORAGE BUILDING

AutoCAD SHX Text

129

AutoCAD SHX Text

164

AutoCAD SHX Text

"INFECTIOUS WASTE"

AutoCAD SHX Text

"INFECTIOUS WASTE"

AutoCAD SHX Text

130

AutoCAD SHX Text

"FLAMMABLE STORAGE NO SMOKING"

AutoCAD SHX Text

81

AutoCAD SHX Text

MACHINE SHOP/GARAGE

AutoCAD SHX Text

181

AutoCAD SHX Text

155

AutoCAD SHX Text

131

AutoCAD SHX Text

84

AutoCAD SHX Text

"TURN OFF

AutoCAD SHX Text

ENGINES"

AutoCAD SHX Text

FF=286.06

AutoCAD SHX Text

FF=286.11

AutoCAD SHX Text

50

AutoCAD SHX Text

POWER HOUSE

AutoCAD SHX Text

126

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FLAMMABLE

AutoCAD SHX Text

168

AutoCAD SHX Text

WATER TREATMENT

AutoCAD SHX Text

WEAPONS

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

GUARD

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HOUSE

AutoCAD SHX Text

GUARD

AutoCAD SHX Text

POST

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REAR

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WATER TOWER

AutoCAD SHX Text

174

AutoCAD SHX Text

SAWMILL

AutoCAD SHX Text

77

AutoCAD SHX Text

RED BARN

AutoCAD SHX Text

MAINTENANCE STORAGE

AutoCAD SHX Text

13

AutoCAD SHX Text

BARN

AutoCAD SHX Text

33

AutoCAD SHX Text

CHEMICAL

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

16

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

WATER

AutoCAD SHX Text

TOP(3)4"DUCTS, W/WIRES I=NO ACCESS BOT(3)4"DUCTS 2 W/WIRES I=NO ACCESS

AutoCAD SHX Text

(2)3"DUCTS W/WIRES I=282.70 (1)3"DUCT W/WIRES I=277.6

AutoCAD SHX Text

TR3 & HVS3

AutoCAD SHX Text

W

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

41859-C

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3

AutoCAD SHX Text

29

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WARNING:

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FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE

AutoCAD SHX Text

NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

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ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

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UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AutoCAD SHX Text

AND IS A CLASS 'A' MISDEMEANOR.

AutoCAD SHX Text

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

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THE ALTERATION OF THIS MATERIAL IN ANY WAY,

AutoCAD SHX Text

CLIENT:

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CONTRACT:

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TITLE:

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LOCATION:

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SHEET TITLE:

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DESIGNED BY:

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PROJECT

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DRAWN BY:

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DRAWING NUMBER:

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FIELD CHECK:

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APPROVED:

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SHEET OF

AutoCAD SHX Text

MARK

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DATE

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DESCRIPTION

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CONSULTANT

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NUMBER:

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AMT

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FCC

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EASTERN

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CORRECTIONAL FACILITY

AutoCAD SHX Text

NAPANOCH, NEW YORK

AutoCAD SHX Text

DEPARTMENT OF CORRECTIONS

AutoCAD SHX Text

AND COMMUNITY SUPERVISION

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REPLACE WATER TOWER AND WATER SOFTENING SYSTEM

AutoCAD SHX Text

1

AutoCAD SHX Text

10/19/2017

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BID DOCUMENT

AutoCAD SHX Text

2

AutoCAD SHX Text

11/17/2017

AutoCAD SHX Text

ADDENDUM NO. 2

X

X

X

X

X

XX

XX

X

X

X

X

X

W

Partial Demolition Site Plan1 SCALE: 1" = 30'

PARTIAL DEMOLITIONSITE PLAN

C-102

1. REMOVE BUILDING NO. 160 AS PER SECTION 024116 OFTHE PROJECT MANUAL.

2. CONTRACTOR SHALL PREPARE EXISTING PIPE TRENCHAS REQUIRED TO PROVIDE WATER MAIN, PIPE BEDDINGMATERIAL, BACKFILL, COMPACTION, ETC.

REMOVE AND DISPOSE OF EXISTING 1,500 SQ. FT POLE BARNAND SHALLOW CONCRETE PIER FOUNDATION ELEMENTS.REFER TO SECTION 024116 OF THE PROJECT MANUAL

REMOVE AND DISPOSE OF APPROXIMATELY 720FEET OF EXISTING 8"Ø AND 12"Ø WATER MAIN

PROVIDE TWO LINE STOPS. CUT AND CAP EXISTING8"Ø AND 12"Ø CAST IRON WATER MAINS

REMOVE AND DISPOSE OF EXISTING ANCHOR TEE,HYDRANT ASSEMBLY AND GATE VALVE

PROVIDE 8' TEMPORARY CHAIN LINK FENCE ENCLOSURE. SEESECTION 015000, PARAGRAPH 1.08 OF THE PROJECT MANUAL

STAGING AREA WITH 8' TEMPORARY CHAIN LINK FENCE. SEE SECTION015000, PARAGRAPH 1.08 OF THE PROJECT MANUAL.


1

C-1132,3,4,5

MATCH LINE SEE SHEET C-101A A

NOTES:

ABANDONED ELECTRIC LINE


1


PROVIDE TWO LINE STOPS. CUT AND CAP EXISTING8"Ø AND 12"Ø CAST IRON WATER MAINS


architects+

engineers


AutoCAD SHX Text

POST & RAIL

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CHG&E

AutoCAD SHX Text

RECORD CONNECTION

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

W-19

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DECK

AutoCAD SHX Text

W-18

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VENT

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WSO

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TIRE PILE

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"ALL VISITORS

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RWALL

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CONC. BLOCK

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CONC.

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TOP OF CONC.

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VAULT

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CONC.

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BARBED WIRE

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VENT

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POST & RAIL

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W-17

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GATE

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CONC.

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CONC.

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POST & RAIL

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CONC.

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CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

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ELEC. PANEL

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JBOX

AutoCAD SHX Text

DECK

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CONC.

AutoCAD SHX Text

W/LIGHT

AutoCAD SHX Text

I=309.2

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STONE WALL

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CONCRETE

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SPIGOT

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FEEDING TROUGH

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18"ASH

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CONC.

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VENT

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MFP

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POST & RAIL

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CHGE 106451

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UGE

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P

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ASPHALT

AutoCAD SHX Text

TF=295.16 4'DIAM.CONC.

AutoCAD SHX Text


AutoCAD SHX Text

(1)2"DUCT W/WIRES I=293.1

AutoCAD SHX Text


AutoCAD SHX Text

I=293.1

AutoCAD SHX Text

(2)2"DUCTS W/WIRES (1) "DUCT 34"DUCT W/WIRES I=293.1

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

TF=293.65

AutoCAD SHX Text

TF=294.54

AutoCAD SHX Text

I=289.90

AutoCAD SHX Text

6"?

AutoCAD SHX Text

I=289.90

AutoCAD SHX Text

6"?

AutoCAD SHX Text

I=290.00

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

TF=295.07

AutoCAD SHX Text

TF=295.81

AutoCAD SHX Text

I=290.96

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

I=290.86

AutoCAD SHX Text

I=290.96

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

I=291.09

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

I=291.80

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

TF=296.12

AutoCAD SHX Text

300.04

AutoCAD SHX Text

297.18

AutoCAD SHX Text

300.01

AutoCAD SHX Text

296.33

AutoCAD SHX Text

297.38

AutoCAD SHX Text

FF=300.01

AutoCAD SHX Text

FF=297.65

AutoCAD SHX Text

295.52

AutoCAD SHX Text

FF=295.76

AutoCAD SHX Text

295.76

AutoCAD SHX Text

295.79

AutoCAD SHX Text

295.75

AutoCAD SHX Text

FF=297.84

AutoCAD SHX Text

297.82

AutoCAD SHX Text

289.04

AutoCAD SHX Text

290.04

AutoCAD SHX Text

FF=290.11

AutoCAD SHX Text

FF=295.77

AutoCAD SHX Text

FF=295.78

AutoCAD SHX Text

FF=295.82

AutoCAD SHX Text

288.40

AutoCAD SHX Text

FF=289.07

AutoCAD SHX Text

28"CMP

AutoCAD SHX Text

I=309.8

AutoCAD SHX Text

VAULT

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287.0

AutoCAD SHX Text

287.6

AutoCAD SHX Text

287.4

AutoCAD SHX Text

286.3

AutoCAD SHX Text

286.3

AutoCAD SHX Text

286.6

AutoCAD SHX Text

286.1

AutoCAD SHX Text

286.2

AutoCAD SHX Text

297.6

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297.5

AutoCAD SHX Text

296.3

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295.8

AutoCAD SHX Text

295.5

AutoCAD SHX Text

295.7

AutoCAD SHX Text

294.8

AutoCAD SHX Text

295.0

AutoCAD SHX Text

294.8

AutoCAD SHX Text

294.6

AutoCAD SHX Text

290.3

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289.7

AutoCAD SHX Text

288.4

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287.5

AutoCAD SHX Text

286.4

AutoCAD SHX Text

294.5

AutoCAD SHX Text

294.5

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298.7

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298.8

AutoCAD SHX Text

298.3

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299.2

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299.0

AutoCAD SHX Text

299.3

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299.6

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299.5

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299.5

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299.3

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299.0

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299.4

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306.7

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313.2

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313.7

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313.4

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311.7

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312.1

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312.6

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312.4

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316.2

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315.7

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309.6

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316.7

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313.5

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300.4

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300.6

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295.4

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285.6

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299.5

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312.3

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287.4

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287.6

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287.9

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288.6

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286.4

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295.0

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295.3

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297.7

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298.6

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297.1

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300.0

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297.3

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296.9

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296.6

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296.5

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296.7

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296.6

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297.4

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2-UGE

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UGE

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I=291.77

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(1)2"DUCT W/WIRES

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(1) 2" DUCT W/WIRES I=292.6

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MUST REPORT.."

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140

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141

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ASPHALT

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TANK

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STEPS

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CONC.

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(RECORD)

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TF=293.81 SUMP=282.16 INV. INACCESSIBLE

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TF=294.17

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SHED

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315

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300

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285

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70

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LOADING DOCK

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125

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TOOL SHED

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(LOCAL FARM)

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30

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WAGON/MACHINE BUILDING

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31

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RECYCLE BUILDING

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UGE

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176

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STORAGE

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12

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FARM/SAWMILL

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STORAGE BLDG.

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51

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DAIRY/SLAUGHTERHOUSE

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STORAGE

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SILO

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STORAGE

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SILO

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166

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POLE BARN/CATTLE BUILDING

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173

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COW BARN

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160

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COW SHELTER

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BUILDING REMAINS

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ASPHALT

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ASPHALT

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TR4 & HVS4

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CONSTRUCTION

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41859-C

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4

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29

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WARNING:

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CLIENT:

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CONTRACT:

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TITLE:

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LOCATION:

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SHEET TITLE:

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DESIGNED BY:

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PROJECT

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DRAWN BY:

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DRAWING NUMBER:

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FIELD CHECK:

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APPROVED:

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SHEET OF

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MARK

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DATE

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DESCRIPTION

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CONSULTANT

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NUMBER:

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AMT

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FCC

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EASTERN

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NAPANOCH, NEW YORK

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1

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10/19/2017

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BID DOCUMENT

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2

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11/17/2017

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ADDENDUM NO. 2

W

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Partial Site Plan1 SCALE: 1" = 30'

PARTIAL SITE PLAN& DETAIL

C-103

24"Ø C.L.D.I. PIPING


12"Ø 90° BEND

12" GATE VALVE

REMOVE AND DISPOSE OF1.5MG WATER STORAGE TANK


12"Ø 22.5° BEND


(2) 12"Ø 45° BEND

12"Ø 90° BEND

1 NTS (312513.19 NYDC1) - UStabilized Construction Entrance

CONSTRUCTION SPECIFICATIONS

1. STONE SIZE TO BE 2" TO 4".2. LENGTH - NOT LESS THAN 50 FEET (UNLESS INDICATED OTHERWISE ON PLANS).3. THICKNESS - NOT LESS THAN SIX (6) INCHES.4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS

OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.5. PLACE FILTER FABRIC OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SEE SPECIFICATION SECTION 312513 FOR

FILTER FABRIC TYPE.6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED

BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF

SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO ANAPPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

PLAN

ELEVATIONFILTERFABRIC

EXISTINGPAVEMENT

MOUNTABLE BERM(IF REQUIRED)

EXISTINGPAVEMENT

10'M

IN.

10'M

IN.

12'M

IN.

50'MIN.

6"MI

N.

50'MIN.

12'MIN.

2" TO 4" STONE

12' MIN

3"3"

SECTIONFILTER FABRIC

EXISTINGGRADE

EXISTINGGRADE

EXISTINGGRADE


STABILIZED CONSTRUCTION ENTRANCE

C-1131

C-1011

EXISTING 8"Ø WATER MAIN


24" TEE

(2) 24"Ø SLEEVES


24"x12" REDUCER

12" GATE VALVE

12" TEE




architects+

engineers

(2) 12"Ø SLEEVES12" GATE VALVE


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1 STORY FRAME

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CB

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LP TANK

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GAS LINE

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SMOKE

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CONC.

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CONC.

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VENT 6"

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CONCRETE CURBING

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CONC.CURB

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CONCRETE

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CONC. WALL

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TANK #50-3

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TANK #50-2

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TANK #50-1

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FUEL OIL

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FUEL OIL

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FUEL OIL

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LANDSCAPING

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MH

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CONC.

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CONC.

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UGE

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GRAV.

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STOP BAR

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"NO PARKING"

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"NO PARKING"

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CONC.CURB

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CONC.

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VENT

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UGE

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CONC.

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CONC.

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GRAVEL

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ASPHALT CUT

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UGE

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TANK

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STACK

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P

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MH

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MH

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CONC.

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HH 2" STEEL

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CONC.

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CONC.

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CONC.

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GRAVEL

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CONC.

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ASPH.

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UGE

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CHG&E 106453

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UGE

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I-17

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GROUND WIRE

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CONC. FOOTING

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5' X 5' (TYP.)

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ELEC.

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CONC.

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VAULT

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OVERFLOW PIPE

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CONC.

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STAND PIPE

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SPRUCE TREE ROW

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STONE WALL

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I=278.90

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WATER

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EDGE WATER

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#10

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I-16

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UGE

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CONC.

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CONC.

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I-15

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ASPHALT

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ASPHALT

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ASPHALT

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CONC.

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CONC.

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FUEL ISLAND

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INV.=269.5%%P

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HANDRAIL

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CONC. WALL

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SUMP=262.8

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6" CIP

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CONC.

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MH

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MH WATER SUPPLY

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WV

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CONC.

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CONC.

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CONC.

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RIP RAP

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3"MAPLE

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RETAINING WALL

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8"SPRUCE

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30"ASH

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"NO SMOKING"

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LAWN

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CONC.

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H

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TF=282.91

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I=271.86

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I=271.78

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12"CIP

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I=271.86

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10"CIP

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TF=281.01

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TF=280.19

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6"CIP

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169

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I=279.49

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15"CMP

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E

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P

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TF=285.45 4'X4' CONC.

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BAFFLE

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TF=283.70

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TF=283.80

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I=278.69

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6"CIP

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6"CIP

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6"PVC

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TF=283.68 4'X4'CONC.

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CONC.

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CONC.

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CONC.

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CB TF=275.21

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8"CMP

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I=273.38

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4"CIP

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I=274.01

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8"CMP

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TF=276.80

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I=272.14

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12"CMP

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I=273.82

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12"CMP

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12"CMP

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(1) 6" DUCT W/WIRES

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I=273.0

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(1) 6" DUCT W/WIRES

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I=273.5

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(1) 6" DUCT W/WIRES

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I=273.6

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(1) 6" DUCT W/WIRES

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TF=275.23 (2)DUCTS W/WIRES I=INACCESSIBLE

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CONC.

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POSSIBLE CONNECTION

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15"CIP

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I=272.9

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P

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P

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6"CIP

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(APPROX. BY RECORD)

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6"CIP

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1 "PIPE12"PIPE

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VAULT

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VENT

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TF=283.77

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I=270.71

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"PERSONNEL ONLY"

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"POWER HOUSE"

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PICKETT FENCE

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285.94

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W

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W

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W

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W

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FF=286.07

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285.67

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285.91

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285.98 top step

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278.13

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289.36

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285.37

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UG CABLE

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UGE

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283.24

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283.31

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283.26

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283.81

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283.21

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283.28

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FF=282.46

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281.92

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FF=282.86

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282.18

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282.34

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279.5

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278.40

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278.37

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278.21

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OF HEALTH"

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FF=280.03

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279.53

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279.52

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FF=280.02

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279.54

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279.48

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279.92

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279.93

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278.5

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TOP OF WALL

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279.8

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TOP OF WALL

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278.4

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278.2

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278.0

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278.2

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277.8

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278.6

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277.9

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278.6

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278.9

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278.8

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280.6

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281.1

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284.7

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285.3

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284.8

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287.3

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286.2

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279.2

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278.8

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279.2

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277.7

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279.8

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279.5

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279.4

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280.2

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280.7

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281.0

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281.7

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283.2

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283.3

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282.4

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282.8

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286.5

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285.6

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286.1

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282.6

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282.5

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282.6

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282.5

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281.3

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280.8

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279.9

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281.1

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279.0

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279.1

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278.2

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277.6

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282.3

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282.3

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278.0

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278.1

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278.2

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278.0

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275.5

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275.9

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276.6

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276.9

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VAULT

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VAULT

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S #25

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EXHAUST PIPE

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HH

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I=272.41

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W

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TF=277.04

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4 WIRES NO DUCTS

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TF=283.16

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E

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E

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8"PVC

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MH TF=286.52 SUMP=279.26

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RECORD CONNECTION

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W

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WV

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MFP

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W

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GENERATOR

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CONC. BARRIERS

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ALARM

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2 UGE

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ASPHALT

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JBOX

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E.MTR.

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CONC.

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ASPHALT

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CONC.

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CONC.

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POST AND RAIL

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SPIGOT

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SPIGOT

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2-UGE

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30"

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GATE

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"DANGER

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PESTICIDE"

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CONC.

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284.95

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FF=285.49

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284.53

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FF=284.60

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285.69

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285.46

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FF=285.64

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FF=285.34

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282.10

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282.13

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284.46

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FF=284.60

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FF=284.47

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285.4

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285.9

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285.8

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285.7

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285.8

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285.2

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285.4

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285.6

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285.4

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285.7

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286.0

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285.6

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285.6

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285.3

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283.5

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283.3

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282.6

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282.7

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281.8

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281.8

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281.5

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281.7

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285.9

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285.4

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284.3

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285.4

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283.5

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284.7

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284.2

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281.5

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282.2

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ASPHALT

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282

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284

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284

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283

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282

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281

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283

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285

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285

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285

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276

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276

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276

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277

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278

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279

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281

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282

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283

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282

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282

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283

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283

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282

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281

AutoCAD SHX Text

279

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279

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278

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279

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276

AutoCAD SHX Text

277

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276

AutoCAD SHX Text

279

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278

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278

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281

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282

AutoCAD SHX Text

277

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278

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279

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272

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280

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275

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280

AutoCAD SHX Text

280

AutoCAD SHX Text

275

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275

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280

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SS

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I=280.21

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ST

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ST

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ST

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CB

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ST

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ST

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CB

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CB

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ST

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YD

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MH

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W

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W

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CO

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BOL

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BOL

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BOL

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BOL

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BOL

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BOL

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BOL

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BOL

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BOL

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BOL

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BOL

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M

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M

AutoCAD SHX Text

W

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MH

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FF=286.11

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285.34

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S

AutoCAD SHX Text

S

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FF=279.98

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FF=280.00

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FF=280.01

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"NO CELL

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PHONES"

AutoCAD SHX Text

2 UGE

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AutoCAD SHX Text

"TRUCK DELIVERIES"

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ASPH.

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E

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E

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E

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E

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OH

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OH

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OH

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OH

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OH

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E

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E

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E

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E

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E

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OH

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OH

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OH

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OH

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OH

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OH

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E

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BL

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20

AutoCAD SHX Text

BL

AutoCAD SHX Text

69

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AutoCAD SHX Text


AutoCAD SHX Text


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METAL FRAME

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"TRACTOR CROSSING"

AutoCAD SHX Text

"ALL DRIVERS STOP"

AutoCAD SHX Text

SS

AutoCAD SHX Text

FF=286.00

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

289.39

AutoCAD SHX Text

FF=278.67

AutoCAD SHX Text

285.30

AutoCAD SHX Text

285.73

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. TROUGH

AutoCAD SHX Text

GATE 8'TALL

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GROUND WIRE

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x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

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FF=283.82

AutoCAD SHX Text

283.70

AutoCAD SHX Text

283.78

AutoCAD SHX Text

FF=278.70

AutoCAD SHX Text

FF=278.69

AutoCAD SHX Text

FF=278.67

AutoCAD SHX Text

FF=283.80

AutoCAD SHX Text

FF=283.80

AutoCAD SHX Text

FF=283.79

AutoCAD SHX Text

FF=283.86

AutoCAD SHX Text

FF=283.81

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

92

AutoCAD SHX Text

FF=280.00

AutoCAD SHX Text


AutoCAD SHX Text

129

AutoCAD SHX Text

164

AutoCAD SHX Text

"INFECTIOUS WASTE"

AutoCAD SHX Text

"INFECTIOUS WASTE"

AutoCAD SHX Text

130

AutoCAD SHX Text


AutoCAD SHX Text

81

AutoCAD SHX Text

MACHINE SHOP/GARAGE

AutoCAD SHX Text

84

AutoCAD SHX Text

"TURN OFF

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ENGINES"

AutoCAD SHX Text

FF=286.06

AutoCAD SHX Text

50

AutoCAD SHX Text

POWER HOUSE

AutoCAD SHX Text

126

AutoCAD SHX Text

STORAGE

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BUILDING

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FLAMMABLE

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168

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WATER TREATMENT

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WATER TOWER

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174

AutoCAD SHX Text

SAWMILL

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77

AutoCAD SHX Text

RED BARN

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MAINTENANCE STORAGE

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13

AutoCAD SHX Text

BARN

AutoCAD SHX Text

33

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CHEMICAL

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BUILDING

AutoCAD SHX Text

16

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TOOL STORAGE

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STORAGE

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WATER

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AutoCAD SHX Text

TR3 & HVS3

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CONSTRUCTION

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41859-C

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5

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29

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3'

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5:1

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WARNING:

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CLIENT:

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CONTRACT:

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TITLE:

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LOCATION:

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SHEET TITLE:

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DESIGNED BY:

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PROJECT

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DRAWN BY:

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DRAWING NUMBER:

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FIELD CHECK:

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APPROVED:

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SHEET OF

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MARK

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DATE

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DESCRIPTION

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CONSULTANT

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NUMBER:

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AMT

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FCC

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EASTERN

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NAPANOCH, NEW YORK

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1

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10/19/2017

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BID DOCUMENT

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2

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11/17/2017

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ADDENDUM NO. 2

X

X

X

X

X

XX

XX

X

X

X

X

X

W

E

E

E

E

E

E

E

E

E

E

E

W


PARTIAL SITE PLANNOTE:

1. CONTRACTOR SHALL PREPARE EXISTING PIPE TRENCHTO INSTALL WATER MAIN INSTALL NEW PIPE BEDDINGMATERIAL, BACKFILL, COMPACTION, ETC.

C-104


ASPHALT RESTORATION LIMITS SHALL INCLUDE NEW ELECTRICALCONDUIT TRENCH (BY CONTRACT - E)

CONCRETE FOUNDATION FOR GLASS FUSEDTO STEEL ELEVATED WATER STORAGE TANK

CONCRETE SPLASH BLOCKC-105

4

C-1066

14'-0" x 4'-0" CONCRETE LANDING

45° BEND, TYP. OF 4

12"x6" ANCHOR TEE, TWO (2) GATE VALVES, 6"Ø C.L.D.I. PIPE ANDHYDRANT ASSEMBLY. SAFETY FLANGE ELEVATION SHALL BE 309.8'

CONCRETE DRAIN INLET

6"Ø HDPE DRAIN PIPING. PIPE INLETINVERT = 308.8'

HEADWALL OUTFALL WITH RIPRAP.PIPE OUTLET INVERT = 308'

4'x4' CONCRETE LANDING

C-1057

C-1054

C-1065

C-1061

8' TALL CHAIN LINK FENCE

18' WIDE DOUBLE GATEC-106

1

12"Ø 45° BEND, TYP. OF 2

6"Ø HDPE DRAIN PIPING FROM TRENCH DRAIN

STABILIZED CONSTRUCTION ENTRANCE


STAGING AREA WITH TEMPORARY FENCE


1

C-1031

1.5 MG GLASS FUSED TO STEEL ELEVATED WATER STORAGE TANK (WATER CAVITY)

NEW TANK ELECTRIC SERVICE (N.I.C.)


architects+

engineers


2. THE CONTRACTOR SHALL ASSUME NO REOCK REMOVALS WILL BE REQUIRED FOR PIPE TRENCHES.

AutoCAD SHX Text

POST & RAIL

AutoCAD SHX Text

CHG&E

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RECORD CONNECTION

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

W-19

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DECK

AutoCAD SHX Text

W-18

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VENT

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WSO

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TIRE PILE

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"ALL VISITORS

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RWALL

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CONC. BLOCK

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CONC.

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TOP OF CONC.

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VAULT

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CONC.

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BARBED WIRE

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VENT

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POST & RAIL

AutoCAD SHX Text

W-17

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GATE

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CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

POST & RAIL

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CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

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ELEC. PANEL

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JBOX

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DECK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

W/LIGHT

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I=309.2

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STONE WALL

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CONCRETE

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SPIGOT

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FEEDING TROUGH

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18"ASH

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CONC.

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VENT

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MFP

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POST & RAIL

AutoCAD SHX Text

CHGE 106451

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UGE

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P

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ASPHALT

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AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


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I=293.1

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(2)2"DUCTS W/WIRES (1) "DUCT 34"DUCT W/WIRES I=293.1

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MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

MH

AutoCAD SHX Text

TF=293.65

AutoCAD SHX Text

TF=294.54

AutoCAD SHX Text

I=289.90

AutoCAD SHX Text

6"?

AutoCAD SHX Text

I=289.90

AutoCAD SHX Text

6"?

AutoCAD SHX Text

I=290.00

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

TF=295.07

AutoCAD SHX Text

TF=295.81

AutoCAD SHX Text

I=290.96

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

I=290.86

AutoCAD SHX Text

I=290.96

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

I=291.09

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

I=291.80

AutoCAD SHX Text

6"PVC

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TF=296.12

AutoCAD SHX Text

300.04

AutoCAD SHX Text

297.18

AutoCAD SHX Text

300.01

AutoCAD SHX Text

296.33

AutoCAD SHX Text

297.38

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FF=300.01

AutoCAD SHX Text

FF=297.65

AutoCAD SHX Text

295.52

AutoCAD SHX Text

FF=295.76

AutoCAD SHX Text

295.76

AutoCAD SHX Text

295.79

AutoCAD SHX Text

295.75

AutoCAD SHX Text

FF=297.84

AutoCAD SHX Text

297.82

AutoCAD SHX Text

289.04

AutoCAD SHX Text

290.04

AutoCAD SHX Text

FF=290.11

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FF=295.77

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FF=295.78

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FF=295.82

AutoCAD SHX Text

288.40

AutoCAD SHX Text

FF=289.07

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28"CMP

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I=309.8

AutoCAD SHX Text

VAULT

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287.0

AutoCAD SHX Text

287.6

AutoCAD SHX Text

287.4

AutoCAD SHX Text

286.3

AutoCAD SHX Text

286.3

AutoCAD SHX Text

286.6

AutoCAD SHX Text

286.1

AutoCAD SHX Text

286.2

AutoCAD SHX Text

297.6

AutoCAD SHX Text

297.5

AutoCAD SHX Text

296.3

AutoCAD SHX Text

295.8

AutoCAD SHX Text

295.5

AutoCAD SHX Text

295.7

AutoCAD SHX Text

294.8

AutoCAD SHX Text

295.0

AutoCAD SHX Text

294.8

AutoCAD SHX Text

294.6

AutoCAD SHX Text

290.3

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289.7

AutoCAD SHX Text

288.4

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287.5

AutoCAD SHX Text

286.4

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294.5

AutoCAD SHX Text

294.5

AutoCAD SHX Text

298.7

AutoCAD SHX Text

298.8

AutoCAD SHX Text

298.3

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299.2

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299.0

AutoCAD SHX Text

299.3

AutoCAD SHX Text

299.6

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299.5

AutoCAD SHX Text

299.5

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299.3

AutoCAD SHX Text

299.0

AutoCAD SHX Text

299.4

AutoCAD SHX Text

306.7

AutoCAD SHX Text

313.2

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313.7

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313.4

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314.2

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311.7

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311.3

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312.1

AutoCAD SHX Text

312.1

AutoCAD SHX Text

312.6

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312.4

AutoCAD SHX Text

312.2

AutoCAD SHX Text

312.2

AutoCAD SHX Text

312.3

AutoCAD SHX Text

316.2

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315.7

AutoCAD SHX Text

309.6

AutoCAD SHX Text

316.7

AutoCAD SHX Text

313.5

AutoCAD SHX Text

300.4

AutoCAD SHX Text

300.6

AutoCAD SHX Text

295.4

AutoCAD SHX Text

285.6

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299.5

AutoCAD SHX Text

312.3

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310.4

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287.4

AutoCAD SHX Text

287.6

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287.9

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288.6

AutoCAD SHX Text

286.4

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295.0

AutoCAD SHX Text

295.3

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297.7

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298.6

AutoCAD SHX Text

297.1

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300.0

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297.3

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296.9

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296.6

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296.5

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296.7

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296.6

AutoCAD SHX Text

297.4

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2-UGE

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UGE

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I=291.77

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(1)2"DUCT W/WIRES

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(1) 2" DUCT W/WIRES I=292.6

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MUST REPORT.."

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140

AutoCAD SHX Text

141

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ASPHALT

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TANK

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STEPS

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CONC.

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4'X4' CONC. TF=311.47 TOP OF PIPE =307.0 WV IN MH

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W/LIGHT

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SHED

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SHED

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WELL

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BL

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21

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70

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72

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71

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74

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LOADING DOCK

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125

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TOOL SHED

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(LOCAL FARM)

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BUILDING

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30

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WAGON/MACHINE BUILDING

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RECYCLE BUILDING

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UGE

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FARM/SAWMILL

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STORAGE BLDG.

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SILO

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POLE BARN/CATTLE BUILDING

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COW BARN

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ASPHALT

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ASPHALT

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CONSTRUCTION

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41859-C

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CLIENT:

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CONTRACT:

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TITLE:

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LOCATION:

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SHEET TITLE:

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DESIGNED BY:

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PROJECT

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DRAWN BY:

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DRAWING NUMBER:

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APPROVED:

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SHEET OF

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MARK

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DESCRIPTION

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NUMBER:

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AMT

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FCC

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EASTERN

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NAPANOCH, NEW YORK

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1

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10/19/2017

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BID DOCUMENT

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2

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11/17/2017

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ADDENDUM NO. 2

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Partial Electrical Site Plan1 SCALE: 1" = 30'

MATCH LINE SEE SHEET E-102A A

PARTIAL ELECTRICALSITE PLAN

E-101

NOTES:1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING BEACON LIGHT CONTROL PANEL, RTU,

CIRCUIT BREAKER, PANELBOARD, INCLUDING ALL WIRING AND CONDUIT BACK TO SOURCE (WATERTREATMENT BUILDING-168)

2. REMOVE AND DISPOSE OF EXISTING LIGHTS, RECEPTACLES, TRANSMITTERS, CONDUIT AND WIRING ATEXISTING TANK VALVE VAULT

3. EXISTING RTU AND ANTENNA SHALL BE RELOCATED TO NEW ELEVATED TANK, ONCE TANK IS PUT INTOSERVICE.

4. THE CONTRACTOR SHALL POWER TEMPORARY WATER SOFTENING TREATMENT SYSTEM PRIOR TOPERFORMING ANY WORK TO NEW WATER SOFTENING TREATMENT SYSTEM. COORDINATE WITHCONTRACT 'P' AS REQUIRED.

5. TEMPORARY POWER SHALL REMAIN ACTIVE UNTIL NEW WATER SOFTENING TREATMENT SYSTEM HASBEEN ACCEPTED BY THE OWNER.

6. UPON ACCEPTANCE OF NEW WATER SOFTENING TREATMENT SYSTEM, TEMPORARY ELECTRICAL CANBE REMOVED.

7. CONTRACTOR SHALL TERMINATE ONE SET OF FEEDERS TO THE SKID CONTROL PANEL. THE SECONDSET OF FEEDERS SHALL BE TERMINATED TO THE 120V RECEPTACLE AND UNIT HEATERS ON THETRAILER. COORDINATE WITH CONTRACT 'P' FOR EXACT TERMINATION LOCATIONS.

8. CONTRACTOR SHALL TERMINATE ONE SET OF FEEDERS TO EACH OF THE REGENERATION PUMP MOTORSTARTERS. COORDINATE WITH CONTRACT - P FOR EXACT TERMINATION LOCATIONS.

EXISTING WATER TREATMENT PLANT.DISCONNECT, RECONNECT AND PROVIDE EQUIPMENT, WIRING,CONDUIT, ETC. TO WATER TREATMENT SOFTENING SYSTEM

STAGING AREA/LOCATION FOR TEMPORARYWATER SOFTENING TREATMENT SYSTEM

(2) SETS OF 2 #12 AWG + #12 AWG GND IN (2) 3/4" E.C. (SEE NOTE #4) + (2) SETS OF 2 #10 AWG + #10AWG GND IN (2) 3/4" E.C., FOR TEMPORARY WATER SOFTENING TREATMENT SYSTEM (SEE NOTE #8)

EXISTING 1.5 MG ELEVATED STORAGETANK TO BE DEMOLISHED (N.I.C)

SEE NOTE #2 & #3

REMOVE AND DISPOSE OF EXISTING BEACON LIGHT CONTROL PANEL,RTU, AND 60 AMP CIRCUIT BREAKER PANELBOARD (SEE NOTE #1)


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Partial Electrical Site Plan1 SCALE: 1" = 30'

MATCH LINE SEE SHEET E-101A A

PARTIAL ELECTRICALSITE PLAN

E-102

1.5 MG GLASS-FUSED TO STEEL ELEVATED WATER STORAGE TANK (N.I.C.)


3 - 4/0 AWG. IN 2 1/2" E.C. (SEE NOTE #1)

NOTES:1. CONTRACTOR SHALL STUB NEW FEEDERS INTO SECONDARY COMPARTMENT

OF TRANSFORMER TR4. TERMINATE NEW FEEDERS TO AVAILABLE BUSS WITHINTRANSFORMER. PROVIDE NEW TERMINATION LUGS AS REQUIRED.

GROUNDROD, TYP.FOR 2

MANHOLECOVER LIP

#4/0 GROUNDLOOP. SUPPORTAND FASTEN TOMANHOLE WALL

NON-METALLICCABLE RACK,TYP., NOTE 1

NOTES:1. NUMBER OF CABLE RACKS SHOWN IS FOR REFERENCE

ONLY. ACTUAL NUMBER OF RACKS MAY VARY PERMANHOLE. CONTRACTOR SHALL PROVIDED A MINIMUMOF 4 CABLE RACKS.

CONDUITPENETRATION

3E2.0

NON-METALLICCABLE ARM, TYP.,NOTE 1

NOTES:1. NUMBER OF CABLE RACK ARMS SHOWN IS FOR

REFERENCE ONLY. ACTUAL NUMBER OF RACK ARMSMAY VARY PER MANHOLE. CONTRACTOR SHALLPROVIDED A MINIMUM OF 4 CABLE RACKS.

FINISHED GRADEH-20 RATEDMANHOLE COVER

NON-METALLICSTANCHION

STAINLESS STEELMOUNTINGHARDWARE, TYP

GROUNDROD, TYP.

SCALE:Electrical Pullbox - Plan View2 N.T.S.

SCALE:Electrical Pullbox - Section View3 N.T.S.

SEE NOTE 1

2. PROVIDE TRENCHING, CONDUIT, CONDUCTORS, TAP CONNECTION FROM TR-4TO NEW TANK PP-1. BACKFILL AND RESTORE DISTURBED AREAS.


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PARTIAL SITE PLAN

P-101

EXISTING 1.5 MG ELEVATED STORAGETANK TO BE DEMOLISHED (N.I.C.)

REMOVE AND DISPOSE OF EXISTING WATER TREATMENT SOFTENING SYSTEM.WATER TREATMENT SOFTENING SYSTEM IN EXISTING TREATMENT BUILDING

STAGING AREA/LOCATION FOR TEMPORARYWATER TREATMENT SOFTENING SYSTEM



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ASPHALT

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TF=285.46

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CAGE

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BIN

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GATE

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1 STORY FRAME

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GUARD POST

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ST

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6"PVC

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6"PVC

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6"PVC

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I=283.3

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I=283.0

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I=282.5

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(DRYWELL)

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TF=285.80

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(DRYWELL)

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286.4

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286.2

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286.2

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285.9

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285.6

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285.7

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286.0

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TW:318.8

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286.0

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286.1

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LAWN

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CONCRETE WALL 33 FEET TALL

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CONC. WALL 22' TALL

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FF=288.72

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WALL GUARD POST#4

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CONCRETE TOWER

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PART OF WALL

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CB

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LP TANK

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GAS LINE

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SMOKE

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CONC.

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CONC.

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VENT 6"

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CONC.CURB

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CONCRETE

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CONCRETE

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TANK #50-3

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TANK #50-2

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TANK #50-1

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FUEL OIL

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FUEL OIL

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FUEL OIL

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LANDSCAPING

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14"SPRUCE

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VENTS

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MFP

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WV

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VAULT

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HYDRANT

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MH

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SPIGOT

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GRAV.

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STOP BAR

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CONDUIT

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"NO PARKING"

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GRAVEL

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ASPHALT CUT

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TANK

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STACK

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P

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MH

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VERTICAL PIPE FLUSH

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4"PVC

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CONC.

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CONDUIT

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VAULT

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UGE

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UGE

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CONC.

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GRAVEL

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MH

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CONC.

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CONC.

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HH 2" STEEL

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CONC.

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CONC.

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CONC.

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GRAVEL

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CONC.

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ASPH.

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UGE

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CHG&E 106453

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UGE

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I-17

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GROUND WIRE

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CONC. FOOTING

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5' X 5' (TYP.)

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ELEC.

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CONC.

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VAULT

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OVERFLOW PIPE

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CONC.

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STAND PIPE

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SPRUCE TREE ROW

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STONE WALL

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I=278.90

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WATER

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EDGE WATER

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#10

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I-16

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UGE

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CONC.

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CONC.

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I-15

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ASPHALT

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ASPHALT

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ASPHALT

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CONC.

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CONC.

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FUEL ISLAND

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INV.=269.5%%P

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HANDRAIL

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CONC. WALL

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SUMP=262.8

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6" CIP

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CONC.

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MH

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MH WATER SUPPLY

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WV

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CONC.

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CONC.

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CONC.

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RIP RAP

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3"MAPLE

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RETAINING WALL

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8"SPRUCE

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30"ASH

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"NO SMOKING"

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LAWN

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CONC.

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H

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TF=282.91

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I=271.86

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I=271.78

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12"CIP

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10"CIP

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TF=284.49

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TF=281.01

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TF=280.19

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6"CIP

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169

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I=279.49

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15"CMP

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TF=287.13

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P

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E

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P

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E

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P

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4'X4' CONC

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(2) 3"DUCTS W/WIRES TOP I=279.24 BOT I=278.59

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2 BANKS,(3)DUCTS EACH W/WIRE TOP(3)DUCTS I=280.22 BOT(3)DUCTS I=279.76

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4 (2") DUCTS W/O WIRES I=280.30

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TOP(2)4"DUCTS (1)W/WIRE I=282.80 TOP BANK(3)3"DUCTS (1)W/WIRE I=280.20 BOT BANK(3)3"DUCTS W/WIRE I=279.67

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(3)3"DUCTS W/WIRES I=282.70 TO I=279.3

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TF=285.45 4'X4' CONC.

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(2)3"DUCTS W/WIRES I=279.7 I=278.9

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(11)4"DUCTS, (10)W/WIRE I=279.10 TO 283.47

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(6) 4"DUCTS W/WIRE I=NO ACCESS

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BAFFLE

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I=277.44

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BAFFLE

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TF=283.70

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TF=283.80

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I=278.69

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6"CIP

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6"CIP

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6"PVC

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6"PVC

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4"PVC

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UNKNOWN SIZE & TYPE

AutoCAD SHX Text

TF=283.07

AutoCAD SHX Text

I=277.33

AutoCAD SHX Text

4"PVC

AutoCAD SHX Text

I=277.54

AutoCAD SHX Text

(?)4"CIP

AutoCAD SHX Text

TF=283.68 4'X4'CONC.

AutoCAD SHX Text

S

AutoCAD SHX Text

P

AutoCAD SHX Text


AutoCAD SHX Text

3"DUCT, NO WIRE I=NO ACCESS

AutoCAD SHX Text

TF=283.18,

AutoCAD SHX Text

4'X4'CONC

AutoCAD SHX Text

(1)DUCT W/WIRE

AutoCAD SHX Text

I=278.83

AutoCAD SHX Text

TOP(2)DUCTS W/WIRES I=280.80 MID(1)DUCT NO WIRE I=INACCESSIBLE BOT(1)DUCT W/WIRES I=INACCESSIBLE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TOP(2)DUCTS W/WIRES I=278.0 MID(1)DUCT W/O WIRES I=273.22 BOT(1)DUCT W/WIRES I=272.73

AutoCAD SHX Text

S

AutoCAD SHX Text

P

AutoCAD SHX Text


AutoCAD SHX Text

TOP(3)DUCTS, W/WIRES I=273.66 BOT(3)DUCTS (2)W/WIRES I=272.95

AutoCAD SHX Text


AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CB TF=275.21

AutoCAD SHX Text

8"CMP

AutoCAD SHX Text

I=273.38

AutoCAD SHX Text

4"CIP

AutoCAD SHX Text

I=274.01

AutoCAD SHX Text

8"CMP

AutoCAD SHX Text

TF=276.80

AutoCAD SHX Text


AutoCAD SHX Text

I=272.14

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

I=273.82

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

(1) 6" DUCT W/WIRES

AutoCAD SHX Text

I=273.0

AutoCAD SHX Text

(1) 6" DUCT W/WIRES

AutoCAD SHX Text

I=273.5

AutoCAD SHX Text

(1) 6" DUCT W/WIRES

AutoCAD SHX Text

I=273.6

AutoCAD SHX Text

(1) 6" DUCT W/WIRES

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

POSSIBLE CONNECTION

AutoCAD SHX Text

15"CIP

AutoCAD SHX Text


AutoCAD SHX Text

I=272.9

AutoCAD SHX Text

P

AutoCAD SHX Text

P

AutoCAD SHX Text

6"

AutoCAD SHX Text

POSSIBLE CONNECTIONS FOR WATER MAINS

AutoCAD SHX Text

6"CIP

AutoCAD SHX Text

(APPROX. BY RECORD)

AutoCAD SHX Text


AutoCAD SHX Text

6"CIP

AutoCAD SHX Text

1 "PIPE12"PIPE

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

VENT

AutoCAD SHX Text

(4) 2" DUCTS, (3)W/O WIRES, TOP I=279.87 (2) BOTTOM I=279.42

AutoCAD SHX Text

TF=283.77

AutoCAD SHX Text

I=270.71

AutoCAD SHX Text


AutoCAD SHX Text

"PERSONNEL ONLY"

AutoCAD SHX Text

"POWER HOUSE"

AutoCAD SHX Text

PICKETT FENCE

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

285.94

AutoCAD SHX Text

285.39

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

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W

AutoCAD SHX Text

W

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W

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W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

285.95

AutoCAD SHX Text

FF=286.07

AutoCAD SHX Text

285.67

AutoCAD SHX Text

285.91

AutoCAD SHX Text

285.98 top step

AutoCAD SHX Text

278.13

AutoCAD SHX Text

289.36

AutoCAD SHX Text

285.37

AutoCAD SHX Text

UG CABLE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

283.24

AutoCAD SHX Text

283.31

AutoCAD SHX Text

283.26

AutoCAD SHX Text

283.81

AutoCAD SHX Text

283.21

AutoCAD SHX Text

283.28

AutoCAD SHX Text

FF=282.46

AutoCAD SHX Text

281.92

AutoCAD SHX Text

FF=282.86

AutoCAD SHX Text

282.18

AutoCAD SHX Text

282.34

AutoCAD SHX Text

FF=284.76

AutoCAD SHX Text

284.10

AutoCAD SHX Text

FF=285.17

AutoCAD SHX Text

284.96

AutoCAD SHX Text

FF=285.10

AutoCAD SHX Text

285.09

AutoCAD SHX Text

285.35

AutoCAD SHX Text

287.55

AutoCAD SHX Text

279.5

AutoCAD SHX Text

278.40

AutoCAD SHX Text

278.37

AutoCAD SHX Text

278.21

AutoCAD SHX Text

OF HEALTH"

AutoCAD SHX Text

FF=280.03

AutoCAD SHX Text

279.53

AutoCAD SHX Text

279.52

AutoCAD SHX Text

FF=280.02

AutoCAD SHX Text

279.54

AutoCAD SHX Text

279.48

AutoCAD SHX Text

279.92

AutoCAD SHX Text

279.93

AutoCAD SHX Text

278.5

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

279.8

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text


AutoCAD SHX Text

CONC.CURB

AutoCAD SHX Text


AutoCAD SHX Text

(4) DUCTS(3) W/WIRES TOP DUCT I=281.3 BOT(3)DUCTS I=280.7

AutoCAD SHX Text

278.4

AutoCAD SHX Text

278.2

AutoCAD SHX Text

278.0

AutoCAD SHX Text

278.2

AutoCAD SHX Text

277.8

AutoCAD SHX Text

278.6

AutoCAD SHX Text

277.9

AutoCAD SHX Text

278.6

AutoCAD SHX Text

278.9

AutoCAD SHX Text

278.8

AutoCAD SHX Text

280.6

AutoCAD SHX Text

281.1

AutoCAD SHX Text

284.7

AutoCAD SHX Text

285.3

AutoCAD SHX Text

284.8

AutoCAD SHX Text

287.3

AutoCAD SHX Text

286.2

AutoCAD SHX Text

279.2

AutoCAD SHX Text

278.8

AutoCAD SHX Text

279.2

AutoCAD SHX Text

277.7

AutoCAD SHX Text

279.8

AutoCAD SHX Text

279.5

AutoCAD SHX Text

279.4

AutoCAD SHX Text

279.7

AutoCAD SHX Text

280.2

AutoCAD SHX Text

280.7

AutoCAD SHX Text

281.0

AutoCAD SHX Text

281.7

AutoCAD SHX Text

283.2

AutoCAD SHX Text

283.3

AutoCAD SHX Text

282.4

AutoCAD SHX Text

282.8

AutoCAD SHX Text

286.3

AutoCAD SHX Text

286.6

AutoCAD SHX Text

285.9

AutoCAD SHX Text

286.5

AutoCAD SHX Text

285.1

AutoCAD SHX Text

285.6

AutoCAD SHX Text

285.6

AutoCAD SHX Text

286.1

AutoCAD SHX Text

282.6

AutoCAD SHX Text

282.5

AutoCAD SHX Text

282.6

AutoCAD SHX Text

282.5

AutoCAD SHX Text

281.3

AutoCAD SHX Text

280.8

AutoCAD SHX Text

279.9

AutoCAD SHX Text

281.1

AutoCAD SHX Text

279.0

AutoCAD SHX Text

279.1

AutoCAD SHX Text

278.2

AutoCAD SHX Text

277.6

AutoCAD SHX Text

282.3

AutoCAD SHX Text

282.3

AutoCAD SHX Text

278.0

AutoCAD SHX Text

278.1

AutoCAD SHX Text

278.2

AutoCAD SHX Text

278.0

AutoCAD SHX Text

275.5

AutoCAD SHX Text

275.9

AutoCAD SHX Text

276.6

AutoCAD SHX Text

276.9

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

VAULT

AutoCAD SHX Text

"DEPARTMENT

AutoCAD SHX Text

S #25

AutoCAD SHX Text

EXHAUST PIPE

AutoCAD SHX Text

HH

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

UGE

AutoCAD SHX Text

PHONE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

I=272.41

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

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W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

TF=277.04

AutoCAD SHX Text

I=269.36

AutoCAD SHX Text

I=271.27

AutoCAD SHX Text

4"CIP I=270.9

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

4 WIRES NO DUCTS

AutoCAD SHX Text

TOP(1)DUCTS W/O WIRES I=273.33 BOT(1)DUCT W/WIRES I=272.83

AutoCAD SHX Text

TF=280.44 4'X4' CONC. ALL DUCTS 4"

AutoCAD SHX Text

E

AutoCAD SHX Text

(RCRD)

AutoCAD SHX Text

TF=283.16

AutoCAD SHX Text

I=278.72

AutoCAD SHX Text

I=278.72

AutoCAD SHX Text

I=275.25

AutoCAD SHX Text


AutoCAD SHX Text

TF=285.55

AutoCAD SHX Text

6'x6'CONC.

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

TF= 285.70

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

I=270.84

AutoCAD SHX Text

I=277.01

AutoCAD SHX Text

12"CIP

AutoCAD SHX Text

I=271.05

AutoCAD SHX Text

I=271.11

AutoCAD SHX Text

I=277.04

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

12"CIP

AutoCAD SHX Text

MH TF=286.52 SUMP=279.26

AutoCAD SHX Text

RECORD CONNECTION

AutoCAD SHX Text

X

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

WV

AutoCAD SHX Text

MFP

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

BENCHMARK BASELINE #20 PK NAIL ELEV.=280.51

AutoCAD SHX Text


AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

CONC. BARRIERS

AutoCAD SHX Text

ALARM

AutoCAD SHX Text

2 UGE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

WIRE ONLY I=284.1±

AutoCAD SHX Text

JBOX

AutoCAD SHX Text

E.MTR.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

POST AND RAIL

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

2-UGE

AutoCAD SHX Text

30"

AutoCAD SHX Text

GATE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

"DANGER

AutoCAD SHX Text

PESTICIDE"

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

284.95

AutoCAD SHX Text

FF=285.49

AutoCAD SHX Text

284.53

AutoCAD SHX Text

FF=284.60

AutoCAD SHX Text

285.69

AutoCAD SHX Text

285.46

AutoCAD SHX Text

FF=285.64

AutoCAD SHX Text

FF=285.34

AutoCAD SHX Text

282.10

AutoCAD SHX Text

282.13

AutoCAD SHX Text

284.46

AutoCAD SHX Text

FF=284.60

AutoCAD SHX Text

FF=284.47

AutoCAD SHX Text

285.4

AutoCAD SHX Text

285.9

AutoCAD SHX Text

285.8

AutoCAD SHX Text

285.7

AutoCAD SHX Text

285.8

AutoCAD SHX Text

285.2

AutoCAD SHX Text

285.4

AutoCAD SHX Text

285.6

AutoCAD SHX Text

285.4

AutoCAD SHX Text

286.0

AutoCAD SHX Text

285.6

AutoCAD SHX Text

285.6

AutoCAD SHX Text

285.3

AutoCAD SHX Text

283.5

AutoCAD SHX Text

283.3

AutoCAD SHX Text

282.6

AutoCAD SHX Text

282.7

AutoCAD SHX Text

281.8

AutoCAD SHX Text

281.8

AutoCAD SHX Text

281.5

AutoCAD SHX Text

281.7

AutoCAD SHX Text

285.9

AutoCAD SHX Text

285.4

AutoCAD SHX Text

284.3

AutoCAD SHX Text

285.4

AutoCAD SHX Text

283.5

AutoCAD SHX Text

284.7

AutoCAD SHX Text

284.2

AutoCAD SHX Text

281.5

AutoCAD SHX Text

282.2

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

285

AutoCAD SHX Text

285

AutoCAD SHX Text

285

AutoCAD SHX Text

272

AutoCAD SHX Text

280

AutoCAD SHX Text

275

AutoCAD SHX Text

280

AutoCAD SHX Text

280

AutoCAD SHX Text

280

AutoCAD SHX Text

275

AutoCAD SHX Text

275

AutoCAD SHX Text

280

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text

SS

AutoCAD SHX Text

I=279.98

AutoCAD SHX Text

I=280.06

AutoCAD SHX Text

I=280.01

AutoCAD SHX Text

I=280.29

AutoCAD SHX Text

I=280.21

AutoCAD SHX Text

I=280.54

AutoCAD SHX Text

2 BANKS 3 DUCTS EACH 5 W/WIRES TOP BANK I=278.78 BOT I=278.25

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CB

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CB

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CB

AutoCAD SHX Text

ST

AutoCAD SHX Text

MH

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CB

AutoCAD SHX Text

CB

AutoCAD SHX Text

ST

AutoCAD SHX Text

YD

AutoCAD SHX Text

MH

AutoCAD SHX Text

=280.00

AutoCAD SHX Text

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AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

W

AutoCAD SHX Text

CO

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

STAND PIPES

AutoCAD SHX Text

W

AutoCAD SHX Text

MH

AutoCAD SHX Text

FF=286.11

AutoCAD SHX Text

285.34

AutoCAD SHX Text

FF=286.13

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

S

AutoCAD SHX Text

FF=279.98

AutoCAD SHX Text

FF=280.00

AutoCAD SHX Text

FF=280.01

AutoCAD SHX Text

TF=283.20

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text

"NO CELL

AutoCAD SHX Text

PHONES"

AutoCAD SHX Text

2 UGE

AutoCAD SHX Text


AutoCAD SHX Text

"TRUCK DELIVERIES"

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

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OH

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OH

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OH

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OH

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OH

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OH

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OH

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OH

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OH

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OH

AutoCAD SHX Text

OH

AutoCAD SHX Text

OH

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OH

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OH

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

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E

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E

AutoCAD SHX Text

E

AutoCAD SHX Text

OH

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OH

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OH

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OH

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OH

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OH

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OH

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

E

AutoCAD SHX Text

BL

AutoCAD SHX Text

20

AutoCAD SHX Text

BL

AutoCAD SHX Text

69

AutoCAD SHX Text

STEAM TUNNEL

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

METAL FRAME

AutoCAD SHX Text

"TRACTOR CROSSING"

AutoCAD SHX Text

"NOTICE NO CELL PHONES, COMPUTERS, CAMERAS"

AutoCAD SHX Text

"TURN OFF

AutoCAD SHX Text

ENGINES"

AutoCAD SHX Text

"ALL DRIVERS STOP"

AutoCAD SHX Text

SS

AutoCAD SHX Text

FF=286.00

AutoCAD SHX Text

UGE

AutoCAD SHX Text

UGE

AutoCAD SHX Text

289.39

AutoCAD SHX Text

FF=278.67

AutoCAD SHX Text

285.30

AutoCAD SHX Text

285.73

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. TROUGH

AutoCAD SHX Text

GATE 8'TALL

AutoCAD SHX Text

GROUND WIRE

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

FF=283.82

AutoCAD SHX Text

283.70

AutoCAD SHX Text

283.78

AutoCAD SHX Text

FF=278.70

AutoCAD SHX Text

FF=278.69

AutoCAD SHX Text

FF=278.67

AutoCAD SHX Text

FF=283.80

AutoCAD SHX Text

FF=283.80

AutoCAD SHX Text

FF=283.79

AutoCAD SHX Text

FF=283.86

AutoCAD SHX Text

FF=283.81

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

92

AutoCAD SHX Text

FF=280.00

AutoCAD SHX Text


AutoCAD SHX Text

129

AutoCAD SHX Text

164

AutoCAD SHX Text

"INFECTIOUS WASTE"

AutoCAD SHX Text

"INFECTIOUS WASTE"

AutoCAD SHX Text

130

AutoCAD SHX Text


AutoCAD SHX Text

81

AutoCAD SHX Text

MACHINE SHOP/GARAGE

AutoCAD SHX Text

181

AutoCAD SHX Text

155

AutoCAD SHX Text

131

AutoCAD SHX Text

84

AutoCAD SHX Text

"TURN OFF

AutoCAD SHX Text

ENGINES"

AutoCAD SHX Text

FF=286.06

AutoCAD SHX Text

FF=286.11

AutoCAD SHX Text

50

AutoCAD SHX Text

POWER HOUSE

AutoCAD SHX Text

126

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

FLAMMABLE

AutoCAD SHX Text

168

AutoCAD SHX Text

WATER TREATMENT

AutoCAD SHX Text

WEAPONS

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

GUARD

AutoCAD SHX Text

HOUSE

AutoCAD SHX Text

GUARD

AutoCAD SHX Text

POST

AutoCAD SHX Text

REAR

AutoCAD SHX Text

WATER TOWER

AutoCAD SHX Text

174

AutoCAD SHX Text

SAWMILL

AutoCAD SHX Text

77

AutoCAD SHX Text

RED BARN

AutoCAD SHX Text

MAINTENANCE STORAGE

AutoCAD SHX Text

13

AutoCAD SHX Text

BARN

AutoCAD SHX Text

33

AutoCAD SHX Text

CHEMICAL

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

16

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

WATER

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

TR3 & HVS3

AutoCAD SHX Text

PLUMBING

AutoCAD SHX Text

29

AutoCAD SHX Text

17

AutoCAD SHX Text

41859-P

AutoCAD SHX Text

WARNING:

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

CLIENT:

AutoCAD SHX Text

CONTRACT:

AutoCAD SHX Text

TITLE:

AutoCAD SHX Text

LOCATION:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

DRAWING NUMBER:

AutoCAD SHX Text

FIELD CHECK:

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CONSULTANT

AutoCAD SHX Text

NUMBER:

AutoCAD SHX Text

AMT

AutoCAD SHX Text

FCC

AutoCAD SHX Text

EASTERN

AutoCAD SHX Text


AutoCAD SHX Text

NAPANOCH, NEW YORK

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

1

AutoCAD SHX Text

10/19/2017

AutoCAD SHX Text

BID DOCUMENT

AutoCAD SHX Text

2

AutoCAD SHX Text

11/17/2017

AutoCAD SHX Text

ADDENDUM NO. 2