Page 1 of 1

August 11, 2017 Architectural Project #1702 Springhill & Canal Development ADDENDUM NO. 5 PROJECT: Springhill & Canal Development (1950 E. Springhill Drive, Terre Haute, IN 47802) THIS LETTER CONSTITUTES ADDENDUM NO. 5 The information contained in this Addendum shall become a part of the basic plans and specifications, the same as is originally incorporated therein. The original plans and specifications shall remain in their entirety, except as modified by the Addendum. The items herein shall supersede information in each specifications and plans. The Addendum shall be acknowledged by signing on page 2 of 3 of the Bid Form. Failure to do so shall be cause for rejection of your bid. The proposed contract documents for this work are modified as follows: Item #1 Sewer main design has been changed and is to be priced separately from Bid

Package A. See revised Sheet C5 of the Civil Drawings and revised Bid Form. Bid Alternate #1 – Grinder pump and force main. Bid Alternate #2 – Gravity lateral to the west.

Item #2 Pump and grinder equipment for Bid Alternate #1 to be Pentair or equivalent.

See attached manufacturer information. Item #3 MAU details have been added to the Architectural Drawings, Sheet M-2.

Bid Form Page 1 of 3

BID FORM

Owner: Montezuma Properties LLC Project: Springhill & Canal Development Site Address: 1950 East Springhill Drive

Terre Haute, IN 47802

Bidding Contractors:

1. Pursuant to and in compliance with the invitation to bid and the proposed Contract Documents relating to the project, including any addenda, the undersigned, having become thoroughly familiar with the terms and conditions of the proposed Contract Documents and with the local conditions affecting the performance and costs of the work at the places where the work is to be completed, and having inspected the sites in all particulars, hereby purposes and agrees to fully perform the work within the time stated and in strict accordance with the proposed Contract Documents, including furnishing any and all labor and materials, and to do all of the work required to construct and complete said work in accordance with the Contract Documents, for the following sum of money:

2. I understand that the Owner reserves the right to reject this bid, but that this bid shall

remain open and not withdrawn for a period of sixty (60) days from the date prescribed for its opening.

3. If written notice of the acceptance of this bid is mailed or delivered to the undersigned

within thirty days after the date set for the opening of this bid, or at any other time thereafter before it is withdrawn, the undersigned will execute and deliver the Contract Documents to the Architect in accordance with this bid as accepted, and will also furnish and deliver to the Architect, Proof of Insurance Coverage within seven days after personal delivery with of acceptance of this bid.

4. If awarded a contract under this proposal, the undersigned agrees to start work within

seven (7) days of the contract signing or Notice to Proceed.

Bid Form Page 2 of 3

ADDENDA CONFIRMATION

Bidder here with acknowledges receipt and has incorporated the provisions of the following addenda in this bid.

Addendum Number Date

_____________________________________ ___________________

_____________________________________ ___________________

_____________________________________ ___________________

_____________________________________ ___________________

_____________________________________ ___________________

_____________________________________ ___________________

Bid Form Page 3 of 3

BID FORM ITEMIZATION

Montezuma Properties LLC

(Springhill & Canal Development)

Bid Package A: General Construction _______________________________________ ______________________________ COMPLETE CONSTRUCTION BID (IN WRITING) (IN FIGURES)

Package A, Bid Alternate #1: (Sewer) Grinder Pump and Force Main (ADD AMOUNT) _______________________________________ ______________________________ COMPLETE CONSTRUCTION BID (IN WRITING) (IN FIGURES)

Package A, Bid Alternate #2: (Sewer) Gravity Lateral to the West (ADD AMOUNT) _______________________________________ ______________________________ COMPLETE CONSTRUCTION BID (IN WRITING) (IN FIGURES)

Bid Package B: Fueling Equipment & Installation _______________________________________ ______________________________ COMPLETE CONSTRUCTION BID (IN WRITING) (IN FIGURES)

Bid Package C: Building Fit-Out _______________________________________ ______________________________ COMPLETE CONSTRUCTION BID (IN WRITING) (IN FIGURES)

DATE: _________________________, 2017 ____________________________________ (COMPANY NAME) OFFICIAL ADDRESS: __________________________________ By: ___________________________ __________________________________ Title: __________________________ PHONE: ________________________________

Montezuma Properties, LLC

Montezuma Properties, LLC

07/07/2017

M

STATE OF INDIANA

NOT TO SCALE

SITE LOCATION

TERRE HAUTE

VIGO COUNTY

INDIANA

VICINITY OF TERRE HAUTE, INDIANA

NOT TO SCALE

PROJECT LOCATION

Existing Linework Existing Linework Design Linework

LOCATION MAP

Release DateDesignationSheet Number

INDEX OF SHEETS

LOCATION MAP

LEGEND

Boundary Monuments Utility Topo Misc Topo

C1.0

C2.0

C3.0

C4.0

C5.0

C6.0

C7.0

C8.0

C9.0

C10.0

C11.0

C12.0

Cover Sheet

Existing Conditions / Demolition Plan

Site Plan

Grading Plan

Utility Plan

Stormwater Pollution Prevention Plan

Erosion Control Plan

Erosion Control Details

General Details 1

General Details 2

General Details 3

Specifications Sheet

1950 Springhill Drive

Sec. 11, Township 11 North, Range 9 West

Terre Haute, Vigo County, Indiana

HWS

MJV

JDM

Montezuma

Properties, LLC

1950 Springhill Drive

SCALE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DRAWING NAME:

FILE NAME:

PROJECT NUMBER:

RECORD OWNER:CLIENT:

DATE NO. REVISIONS BY CHECKED

TM17-169_Civils.DWG

TM17-169

07/07/2017

DO NOT SCALE PRINT

DATE:

Montezuma

Properties, LLC

NACover Sheet

SHEET C1.0

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

07/07/2017

Revised 7/28/17

Revised 7/28/17

Revised 7/28/17

Revised 7/28/17

7/28/17 1 Revise sheets 1, 3, 5, 11 MV

; Revised 8/02/17

; Revised 8/02/17

8/02/17 2 Revise sheet 3 MV

8/10/17 3 Revise sheet 5.0 MV

; Revised 8/10/17

; Revised 8/10/17

R:\TM

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East S p r i n g h i l l Drive

Utility Plan

MY

ERS

ENGINEER ING , INC

.

TERRE HAUTE , I N

Utility Plan

1"=XX' Utility Plan

SHEET C5.0

1950 Springhill Drive

Sec. 11, Township 11 North, Range 9 West

Terre Haute, Vigo County, Indiana

HWS

MJV

JDM

Montezuma

Properties, LLC

1950 Springhill Drive

SCALE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

DRAWING NAME:

FILE NAME:

PROJECT NUMBER:

RECORD OWNER:CLIENT:

DATE NO. REVISIONS BY CHECKED

TM17-169_Civils.DWG

TM17-169

07/07/2017

DO NOT SCALE PRINT

DATE:

Montezuma

Properties, LLC

LEGEND

1. Underground Telephone Service

2. Water Service, (2) 1 inch lines

3. Gas Line

4. New water service connection to existing, water valve before new meter pit.

5. Underground Electric Service

6. Sanitary Gravity Lateral - 6" PVC sch. 40

6(a). Sanitary 2 inch Force Main (lateral) Directional Bore

7. Sanitary Cleanout

7(a) Sanitary Lift Station and Control Panel

8. Lightpost (see details by others)

9. Electric Transformer (see details by others)

10. New meter pit per INAW standards (2) 1 inch meters and water service line to building

NOTE:

Conduit Installed for all Underground Electric.

7/28/17 1 CHANGE WATER VAULT TO METER PIT MV

8/10/17 3 SANITARY ALTERNATE BID #1 AND #2 MV

SANITARY ALTERNATE BID #1

1. 150 LF 6" GRAVITY

2. GRINDER PUMP (SEE DETAILS

SEPARATE COVER)

3. 232 LF FORCE MAIN

SANITARY ALTERNATE BID #2

611 LF 6" GRAVITY

R:\TM

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Performance Data and Dimensions

Available Models Motor Electrical Data

Standard HP Volts Phase Hertz Start AmpsFull Load

AmpsFull Load

kW Start KVAFull Load

KVANEC Code

LetterService Factor

V2H20-21 2 230 1 60 49 18.5 4.2 11.27 4.26 G 1V2H20-03 2 200 3 60 53 12.5 3.9 18.3 4.33 L 1V2H20-23 2 230 3 60 46 12 3.9 18.3 4.77 L 1V2H20-43 2 460 3 60 23 6 3.9 18.3 4.77 L 1V2S20-21 2 230 1 60 49 18.5 4.2 11.27 4.26 G 1V2S20-03 2 200 3 60 53 12.5 3.9 18.3 4.33 L 1V2S20-23 2 230 3 60 46 12 3.9 18.3 4.77 L 1V2S20-43 2 460 3 60 23 6 3.9 18.3 4.77 L 1

740 EAST 9TH STREET, ASHLAND, OHIO 44805 WWW.FEMYERS.COM

Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice.K4694 11/05/14 © 2014 Pentair Ltd. All Rights Reserved.

[Dimensions in mm]

3450 RPM

15.81"[402]

7.13"[181]

1-1⁄4" NPT

5.77"[147]

11.69"[297]

8.70"[221]

V2H

V2S

0

20

40

60

80

100

120

140

160

180

200

0 5 10 15 20 25 30 35

Tota

l Hea

d in

Fee

t

Gallons Per Minute

MYERS® V2 GRINDER SERIES

SHREDDING WASTEWATER CHALLENGES

PATENT-PENDING AXIAL CUTTER TECHNOLOGY

ADVANCED HYDRAULICS

LEGENDARY SEAL LEAK DETECTION

Product CapabilitiesCapacities To 34 gpm 129 lpmHeads To 180 ft. 54.86 m

Liquids Handling domestic raw sewageIntermittent Liquid Temp. up to 140˚F up to 60˚CWinding Insulation Temp. (Class F)

311˚F 155˚C

Motor Electrical Data(Single phase motors are capacitor start type. Myers control panels or capacitor kits are recommended for proper operation and warranty.)

2 hp, 3450 rpm1 ph – capacitor start/run.

230 volts; 60 Hz3 ph – induction run

200, 230, 460 volts, 60 HzStd. Third Party Approvals CSAAcceptable pH Range 6 – 9Specific Gravity .9 – 1.1Viscosity 28 – 35 SSUDischarge (Flange Dia.) 1-1/4 in. 31.75 mmMin. Sump Diameter Simplex Duplex

24 in. 36 in.

61.0 cm 91.4 cm

50

100 150

200

FEET OF LIFT

MYERS® V2 SERIESSUBMERSIBLE GRINDER PUMPSThe Myers V2 series grinder is engineered from the ground up, in order to overcome the increased debris and higher pressure required in today’s wastewater environment. It features a patent-pending axial cutter design and semi-open impeller to effectively macerate challenging sewage solids into a fine slurry.

POLY ROPE SHOP RAG

SWIFFERS® MOP HEAD

Watch the video at www.femyers.com

PATENT- PENDING AXIAL CUTTER

TECHNOLOGY Easily slices through

solids and trash found in domestic wastewater without roping or clogging.

ADVANCED HYDRAULICSThe only single

stage 2 HP grinder that can deliver up to

180’ of lift for superior performance and reliability.

LEGENDARY SEAL LEAK DETECTIONTrue early

warning system for reduced downtime and

maintenance costs.

50

100 150

200

FEET OF LIFT

E. Double Mechanical Shaft Seals• In oil-filled seal chamber for

continuous lubrication, superior motor protection

F. Seal Leak Probe• Located in seal chamber instead

of motor area for true early warning of water leaks. Allows corrective action before costly motor or bearing failure occurs.

• Activates warning light in control panel

G. SST Semi-Open Impeller• Provides improved performance,

resists clogging• Pump-out vanes help keep trash

from seal, reduces pressure at seal face for longer life

H. Axial Cutter System• Constructed of 440 SST hardened

to 57-60Rc for long life• Easily replaceable without

dismantling pump

I. Volute Case• Cast iron 1-1/4” NPT vertical

flanged discharge

C. Heavy 416 SST Shaft• Corrosion

resistant, reduces shaft deflection for long life

D. Lower Double Row Ball Bearings • Absorb both axial

and radial loads for increased durability

FEATURES

CUTTING SYSTEMEasily switch between standard and high head flows by simply

changing the impeller and cutter plate.

HIGH HEAD CUTTING PLATE

STANDARD CUTTING PLATE

BLADE

A. Cable Entry System• NEW! Optional quick disconnect

cord available for ease of maintenance

• Cable jacket sealed by compression fitting; individual wires sealed by compression grommet for double seal protection against water ingress

• Replace power cord without disturbing motor for ease of maintenance

B. Oil-Filled Motor• Maximizes heat dissipation;

provides constant bearing lubrication for long life

• High torque start/run capacitor for single or three-phase motors, assured starting under heavy loads

H

D

F

I

B

C

E

G

A

PERFORMANCE DATA AND DIMENSIONS

3450 RPM[Dimensions in mm]

15.81"[402]

7.13"[181]

1-1⁄4" NPT

5.77"[147]

11.69"[297]

8.70"[221]

V2H

V2S

0

20

40

60

80

100

120

140

160

180

200

0

10

20

30

40

50

60

0 5 10 15 20 25 30 35

0 20 40 60 80 100 120

Tota

l Hea

d in

Fee

t

Tota

l Hea

d in

Met

ers

Gallons Per Minute

Liters Per Minute

Refer to factory for applications below

dotted line.

V/Ph/Hz HP Start Amps

FL Amps

Full Load kW

Start KVA FL KVA

NEC Code

LetterService Factor Model

Standard Cord Quick Disconnect20’ 35’ 20’ 35’ 50’

High

Hea

d

230/1/60 2 49 18.5 4.2 11.27 4.26 G 1 Catalog VH20-21-20 VH20-21-35 VH20-21-20Q VH20-21-35Q VH20-21-50QEng 28148D000 28148D004 28148D008 28148D009 28148D010

200/3/60 2 53 12.5 3.9 18.3 4.33 L 1 Catalog VH20-03-20 VH20-03-35 VH20-03-20Q VH20-03-35Q VH20-03-50QEng 28148D001 28148D005 28148D011 28148D012 28148D013

230/3/60 2 46 12 3.9 18.3 4.77 L 1 Catalog VH20-23-20 VH20-23-35 VH20-23-20Q VH20-23-35Q VH20-23-35QEng 28148D002 28148D006 28148D014 28148D015 28148D016

460/3/60 2 23 6 3.9 18.3 4.77 L 1 Catalog VH20-43-20 VH20-43-35 VH20-43-20Q VH20-43-35Q VH20-43-50QEng 28148D003 28148D007 28148D017 28148D018 28148D019

Stan

dard

Flow

230/1/60 2 49 18.5 4.2 11.27 4.26 G 1 Catalog VS20-21-20 VS20-21-35 VS20-21-20Q VS20-21-35Q VS20-21-50QEng 28151D000 28151D004 28151D008 28151D009 28151D010

200/3/60 2 53 12.5 3.9 18.3 4.33 L 1 Catalog VS20-03-20 VS20-03-35 VS20-03-20Q VS20-03-35Q VS20-03-50QEng 28151D001 28151D005 28151D011 28151D012 28151D013

230/3/60 2 46 12 3.9 18.3 4.77 L 1 Catalog VS20-23-20 VS20-23-35 VS20-23-20Q VS20-23-35Q VS20-23-50QEng 28151D002 28151D006 28151D014 28151D015 28151D016

460/3/60 2 23 6 3.9 18.3 4.77 L 1 Catalog VS20-43-20 VS20-43-35 VS20-43-20Q VS20-43-35Q VS20-43-50QEng 28151D003 28151D007 28151D017 28151D018 28151D019

Construction MaterialsMotor Housing, Seal Housing,Cord Cap and Volute Case

Cast Iron, Class 30,ASTM A48

Impeller Semi-Open, Stainless SteelPower Cord 20' SOOWMechanical Seals: StandardOptional

Double Tandem Carbon and CeramicLower Tungsten Carbide

Pump, Motor Shaft 416 SSTFasteners 300 Series SSTRotating Cutter, Stationary Cutter

440 SST 57-60 Rockwell

Product CapabilitiesCapacities To 34 gpm 129 lpmHeads To 180 ft. 54.86 m

Liquids Handling domestic raw sewageIntermittent Liquid Temp. up to 140˚F up to 60˚CWinding Insulation Temp. (Class F)

311˚F 155˚C

Motor Electrical Data(Single phase motors are capacitor start type. Myers control panels or capacitor kits are recommended for proper operation and warranty.)

2 hp, 3450 rpm1 ph – capacitor start/run.

230 volts; 60 Hz3 ph – induction run

200, 230, 460 volts, 60 HzStd. Third Party Approvals CSAAcceptable pH Range 6 – 9Specific Gravity .9 – 1.1Viscosity 28 – 35 SSUDischarge (Flange Dia.) 1-1/4 in. 31.75 mmMin. Sump Diameter Simplex Duplex

24 in. 36 in.

61.0 cm 91.4 cm

© 2015 Pentair Ltd. All Rights Reserved. K4694 (09/24/15)

Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice.

1101 MYERS PARKWAY, ASHLAND, OH 44805 WWW.FEMYERS.COMPH: 419-289-1144

VENTILATION FAN SCHEDULE

MARK NO. MAU EFH

APPLICATION MAKE-UP AIR UNIT KITCHEN EXHAUST FAN

MANUFACTURER

MODEL

CONDENSING MODEL

AIR FLOW (CFM)

STATIC PRESSURE (IN.W.G.)

MOTOR H.P. OR WATTS

WEIGHT

HEATING INPUT

DX COOLING CAPACITY

CONDENSING MODEL #

GREENHECK

IGX-108-H12

--

1,000

.627"

1/2

--

100 MBH

64.0 MBH

RHEEM RANL-060CAZ

OR SIMILAR

GREENHECK

CUBE-161-1

--

1,800

1.00"

1

75

--

--

EF

BATHROOM EXHAUST FAN

BROAN

XB110

--

110

.1"

1

--

--

--

OUTSIDE AIR CONTROL NOTE:

1. PROVIDE MOTORIZED DAMPER AT OUTSIDE MAKE-UP DUCTS.

2. INTERLOCK MAU AND EFH FOR SYNCHRONIZED OPERATION.

3. CONTROLS TO CLOSE WHEN UNIT IS OFF AND OPEN WHEN THE UNIT TUNS.

4. DAMPER SHALL BE NORMALLY CLOSED WITH 24V ACTUATOR SUITABLE FOR THE INTECONNECTION

WITH AC CONTYROL WIRING.

5. PROVIDE SPEED CONTROL SWITCH AND MECHANICALLY ACTUATED, LOW LEAK DAMPER FOR EFH.

NOTE:

FINAL COORDINATION OF MAU AND EFH UNITS TO BE BETWEEN

GENERAL CONTRACTOR AND LITTLE CAESAR'S PIZZA.

MAKE-UP AIR UNIT - GREENHECK IGX-108-H12

OPTIONS:

AIRFLOW - VARIABLE AIR VOLUME, RECIRCULATION

HEATING OPTIONS - INDIRECT GAS

COOLING OPTIONS - DIRECT EXPANSION (DX)

LOW SOUND CONDENSER FANS

MOUNTING OPTIONS - OUTDOOR

BLOWER TYPE - FORWARD-CURVED

COMBO CURB

PERFORMANCE - 800 MINUMUM VOLUME (CFM)

15,000 MAXIUMUM VOLUME (CFM)

3 MAXIMUM STATIC PRESSURE

06/13/2017 DMC

1702

DS

SPRINGHILL & CANAL DEVELOPMENT1950 E. SPRINGHILL DRIVE

Description Date

REVISIONS

No.

COPYRIGHT 2017

BID SET 07/07/2017

ADDENDA 2 08/02/20171

ADDENDA 3 08/03/20172

ADDENDA 4 08/09/20173

ADDENDA 5 08/11/20174

MECHANICAL PLAN

M-2

1/8" = 1'-0"

SCALE:

1

M-2

TYPICAL DUCT DETECTOR INSTALLATION

NTS SCALE:

3

M-2

HOOD CLEARANCES AND DUCTS DETAIL

NTSSCALE:

2

M-2

EXHAUST FAN DETAIL

NTS

4 NEW SHEET