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.
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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.
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)
SIGNED AND SEALED HARD COPY IS THE INSTRUMENT OF SERVICE. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MYERS ENGINEERING, INC.
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= BENCHMARK
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= CALCULATED POINT
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= COTTON GIN SPINDLE
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= FOUND AXLE
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= FOUND DRILL HOLE
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= FIN FL ELEV
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= FOUND IRON PIN
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= FLOW LINE
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= FOUND NAIL
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= FOUND PIPE
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= PK NAIL
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= FOUND POT
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= FOUND RR SPIKE
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= FOUND STONE
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= WOODEN HUB
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= MAGNETIC NAIL
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= MONUMENT
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= PROPERTY LINE
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= POST
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= R/W MARKER
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= SET DRILL HOLE
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= SET NAIL
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= SET PK NAIL
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= SET RR SPIKE
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= TEMPORARY BENCHMARK
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SET
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SET
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= HANDICAP PARKING
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= SIGN
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= FOUND DRILL HOLE
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= AIR COND UNIT
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= BOLLARD
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= CONTROL CABINET
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= CABLE BOX
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= COMMERCIAL ENTRANCE
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= CLEANOUT
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= CONIFER
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= DECIDUOUS
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= ELECTRICAL BOX
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= ELECTRICAL STUB
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= ELECTRICAL OUTLET
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= ELECTRIC METER
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= ELECT XFORMER
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= FIRE HYDRANT
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= FLAG POLE
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= FIBER OPTIC MARKER
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= FIRE PROTECTION HOOKUP
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= GAS METER
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= GAS MARKER
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= GATE POST
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= GAS VALVE
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= GUY WIRE ANCHOR
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= LIGHT POLE
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= MAIL BOX
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= U.S. MAIL COLLECTION BOX
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= MUNICIPAL ENTRANCE
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= MANHOLE
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= COMM MANHOLE
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= ELECTRIC MANHOLE
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= SANITARY MANHOLE
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= TRAFFIC MANHOLE
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= UTILITIES MANHOLE
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= METER POLE
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= MONITORING WELL
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= STORM INLET
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= GROUND LIGHT
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= PRIVATE ENTRANCE
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= PHONE BOOTH
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= PIPE RACK FDN
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= POWER POLE
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= PEDESTRIAL CROSSING POLE
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= ROOF DRAIN
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= SOIL BORING
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= SHRUB
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= SPRINKLER
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= STOP SIGN
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= STUMP
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= MISC. STRUCTURE
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= TARGET
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= TELEPHONE BOX
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= TRASH RECEPTICLE
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= TELEPHONE POLE
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= TRAFFIC SIG BOX
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= TRAFFIC SIGNAL POLE
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= UTILITY POLE
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= UTILITY POLE w/GWA
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= UTILITY POLE w/RISER
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= WATER HYDRANT
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= WATER METER
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= WATER VALVE
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= WATER WELL
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CAB
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CE
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EB
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= 5/8" REBAR WITH PLASTIC CAP STAMPED "MYERS IN LS 9400006"
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1
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= Title Commitment Reference Item
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FFE = 543.21 = 543.21
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= SHEET FLOW DIRECTION
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562
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= DESIGN CONTOUR
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563
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= EXISTING CONTOUR
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E/P=563.25'
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563.25'
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= SPOT GRADES
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= SPOT GRADES
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AC
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= WATER EDGE
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= WATER LINE
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= UNDERGROUND TELEPHONE
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= UNDERGROUND ELECTRIC
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= TREELINE
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= STORM SEWER
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= SANITARY SEWER
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= RAILROAD TRACK
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= OVERHEAD UTILITIES
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= OVERHEAD TELEPHONE
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= OVERHEAD ELECTRIC
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= HIGH BANK
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= GAS LINE
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= FIBER OPTIC LINE
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= CABLE TV LINE
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= FLOWLINE
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= WOOD FENCE
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= FENCE
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= CHAIN LINK FENCE
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= DESIGN WATER LINE
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= DESIGN UNDERGROUND TELEPHONE
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= DESIGN UNDERGROUND ELECTRIC
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= DESIGN STORM SEWER
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= DESIGN SANITARY SEWER
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= DESIGN GAS LINE
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= DESIGN FIBER OPTIC LINE
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= DESIGN CABLE TV LINE
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= DESIGN FLOWLINE
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MYERS ENGINEERING, INC. 525 WEST HONEY CREEK DRIVE TERRE HAUTE, INDIANA 47802
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PHONE: (812) 238-9731 FAX: (812) 235-1353
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ENGINEERING, INC.
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Copyright C 2017
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http://MyersEngineering.com
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East Springhill Drive
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Erie Canal Road
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NO. 18391 STATE OF
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East S p r i n g h i l l Drive
Utility Plan
MY
ERS
ENGINEER ING , INC
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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
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Sanitary Manhole RIM= 500.6' S. INV.= 495.2'
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Connect To Existing Sanitary Manhole depth 5.4' +/-
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Structure 4 Proposed Dry Well RIM= 495.90' E. INV.= 491.0' (12" CPP)
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Structure 5 Proposed Dry Well RIM= 495.96' W. INV.= 491.0' (12" CPP) SE. INV.= 491.0' (12" CPP)
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Structure 2 Proposed Dry Well RIM= 496.68' W. INV.= 491.0' (12" CPP) N. INV.= 491.0' (12" CPP) E. INV.= 491.0' (12" CPP)
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Structure 1 Proposed Dry Well RIM= 495.69' E. INV.= 491.0' (12" CPP)
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Proposed Gas Station FFE = 499.00'
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Structure 6 Proposed Dry Well RIM= 497.10' NW. INV.= 491.0' (12" CPP) S. INV.= 491.0' (12" CPP)
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Structure 3 Proposed Dry Well RIM= 495.92' W. INV.= 491.0' (12" CPP)
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Sign
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Connect to Existing Underground Electric per Duke Energy.
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Structure 7 Proposed Dry Well RIM= 494.00' E. INV.= 491.0' (12" CPP)
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Cap Off Existing Underground Electric
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232 LF 2 inch Force Main (Lateral) Depth 5-6' +/- Directional Bore
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Sanitary Lift Station - 2HP Grinder Pump with Control Panel Rim= 498.0' Elev. (in) = 493.4' 6" Gravity PVC Elev. (out)= 495.0' 2" discharge Elev. (bottom) = 490.0'
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611 LF, 6" Gravity PVC Lateral connect to Existing Manhole Requires New Easement
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150 LF, 6" Gravity PVC Lateral connect to Lift Station
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Sanitary Manhole RIM=493.14' S. INV.=480.1' W. INV.=480.0'
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Connect to existing manhole Elev. (in) = 488.6' +/-
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SIGNED AND SEALED HARD COPY IS THE INSTRUMENT OF SERVICE. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MYERS ENGINEERING, INC.
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0
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1"=30'
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30'
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30'
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The locations of underground utilities as shown hereon are based on above ground structures and/or field locates, and record drawings provided by others, the actual locations of which may vary upon a more detailed sub-surface inspection. No excavations were made for purpose of this survey. Before proceeding with any excavation, the proper offices should be contacted for the verification of utility types and/or locations.
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MYERS ENGINEERING, INC. 525 WEST HONEY CREEK DRIVE TERRE HAUTE, INDIANA 47802
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
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