Addendum 1 Cover Sheet - blueash.comblueash.com/Public_Works/Addendum 1 - website.pdf · Email this...
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ADDENDUM NO. 1 COVER SHEET ISSUE DATE: Wednesday, October 18, 2017 PROJECT: Summit Park 2017 Site Improvements DUE DATE: Wednesday, November 1, 2017 at 2:00 PM Please be advised of the attached addendum for the above project. Email this signed sheet to Judi Ward at [email protected] or fax to (513) 745-8594. Acknowledge receipt of Addendum No. 1 and the issue date in the spec book on Page B and attached the addendum to your proposal. _____________________________________ Company Name _____________________________________ Signature _____________________________________ PLEASE PRINT SIGNATURE NAME _____________________________________ Title _____________________________________ Date
Transcript of Addendum 1 Cover Sheet - blueash.comblueash.com/Public_Works/Addendum 1 - website.pdf · Email this...
ADDENDUM NO. 1 COVER SHEET
ISSUE DATE: Wednesday, October 18, 2017
PROJECT: Summit Park 2017 Site Improvements
DUE DATE: Wednesday, November 1, 2017 at 2:00 PM
Please be advised of the attached addendum for the above project.
Email this signed sheet to Judi Ward at [email protected] or fax to (513)745-8594. Acknowledge receipt of Addendum No. 1 and the issue date inthe spec book on Page B and attached the addendum to your proposal.
_____________________________________Company Name
_____________________________________Signature
_____________________________________PLEASE PRINT SIGNATURE NAME
_____________________________________Title
_____________________________________Date
Addendum 1
A) Within the 2017 Summit Park Site Improvements Project Bid Specifications Packet, there aremultiple locations that incorrectly state the word “Engineer” where it should state the word“Owner” instead. The locations with noted changes to be observed are:
Section 015000 – Bidding Requirements, replace the word “Engineer” with the word “Owner”,wherever the word “Engineer” is stated in the entirety of this section.
Section 017500 – Legal Relations and Public Responsibility, replace the word “Engineer” with theword “Owner”, wherever the word “Engineer” is stated in the entirety of this section.
Section 17800 – Acceptance, Measurement and Payment, replace the word “Engineer” with theword “Owner”, wherever the word “Engineer” is stated in the entirety of this section.
B) Water feature mechanical drawings have been added to the package, see attached sheet F1.0 –F3.0. This system is an extension to the main irrigation and mechanical pump system currentlyunder construction and will require coordination between contractors and the two systems.
Submitted Drawings Attached:Added: F1.0 Water Feature PlanAdded: F2.0 Water Feature Section & DetailsAdded: F3.0 Water Feature DetailsDeleted: M100 Mechanical Layout PlanRevised: LH110 Accessible Stream General Site PlanRevised: LH111 Accessible Stream Site Plan
C) Questions Received:1) Can we get the CAD drawings released for this project to help with take offs?
A) Please fill out the attached form and scan it and return it to Don Jewett via email([email protected] and we can get you the CAD file. This form will also bereleased on the first addendum on the 18th, in which anyone can request the file uponcompleting and submitting the form. The form is attached to this addendum.
2) What is the estimated cost of the project?A) $641,138.00 Base
$153,614.00 Alternate
D) NOTE: A second addendum is scheduled to be released on October 27. Please be sure to get anyremaining questions into [email protected] or [email protected] before thatdate.
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DATENO.
DESIGNED COMM. NO.
CHECKED PROJ. MANAGER
DRAWN DATE
DRAWING NUMBER ISSUE
LANDSCAPE ARCHITECTURE + URBAN PLANNING
27 WEST 7TH STREETCOVINGTON, KY 41011859 9570957MKSKSTUDIOS.COM
KSF
SPB SEPT. 28, 2017
90% CD REVIEW08.29.201701
N
WATER
FEATURE
PLAN
F1.0
N
01
DESCRIPTION OF EQUIPMENT PROVIDEDDET. QTY.
P/N
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6"
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6"
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PS
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OPEN
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NIBCO
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SHUT
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4"
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4"
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4"
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6"
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6"
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6"
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PS
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(c)Richter Spielgeräte GmbH
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(c)Richter Spielgeräte GmbH
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OPEN
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NIBCO
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SHUT
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4"
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4"
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4"
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1228 SOUTH 8TH ST., ST. LOUIS, MO. 63104, 314-231-9806
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6"
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8"
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6"
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8"
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8"
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8"
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F3.0
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4
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F2.0
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1
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ENLARGED WORK AREA PLAN
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SCALE: "= 1'-0"316"= 1'-0"
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F3.0
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3
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(3 TYP)
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8"
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8"
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F3.0
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2
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WORK AREA, SEE ENLARGED WORK ARE PLAN
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LOCATION PLAN
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SCALE: 1"= 100'-0"
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6"
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8"
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6"
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CONNECT 6" LINE TO EXIST 8" SUPPLY LINE
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5
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F3.0
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6"
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6"
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8"
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8"
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(4 TYP)
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12
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4'-0 x 14'-0" FIBERGLASS WET WELL (GB-48X168-200) WITH 7.5HP, 460 VOLT, 3PH, 1750 RPM SUBMERSIBLE NON-CLOG PUMP CAPABLE OF 400gpm @ 40 FT TDH 4SE7544HL (089315), WITH 4" BREAK-AWAY FITTING (BAF-4) 11'-6" STAINLESS STEEL SLIDE RAILS, 12 FT LIFTING CHAIN, 4" ELASTIC SWING CHECK VALVE (0400CXF125IV), SUBMERSIBLE LEVEL TRANSMITTER (SBLT2), PVC J-BOX (E989RRR-UPC & ALL PENETRATIONS AS LOCATED ON DRAWING, 36x24x42 CEMENTITIOUS VALVE BOX WITH MATED LID, 8" BUTTERFLY VALVE, 2x2x2x LOCKABLE FIBERGLASS 516 LOCKABLE FIBERGLASS GRATE SANDED, SEALED AND BANDED.
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1 LOT
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1\F2.0
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18"x18" VGB CERTIFIED SUPPLY GRATE.
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*MLD-FG-1818BK
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3
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3\F3.0
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18"x18" VGB CERTIFIED RETURN GRATE.
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*MLD-FG-1818BK
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4
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4\F3.0
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*WET WELL
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30"x48"x36" CEMENTITIOUS VALVE BOX WITH MATED TWO BOLT LID & (3) 4" LEVER OPERATED BUTTERFLY VALVES
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PG3048BA36 PG3048CA00
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1 LOT
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2\F2.0
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12.75" ID FIBERGLASS GRATE CAP WITH 1 x1 x1 x GRATE.12x1 x1 x GRATE.12x1 x GRATE.12x GRATE.14 GRATE.
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HDFG-150-1200
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4
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A
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A
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NOTE: FINAL LOCATION OF RETURN INLETS TO BE LOCATED BY ARCHITECT IN FIELD
4"
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BARNES PUMPS, INC.
HAND
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BARNES PUMPS, INC.
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DATENO.
DESIGNED COMM. NO.
CHECKED PROJ. MANAGER
DRAWN DATE
DRAWING NUMBER ISSUE
LANDSCAPE ARCHITECTURE + URBAN PLANNING
27 WEST 7TH STREETCOVINGTON, KY 41011859 9570957MKSKSTUDIOS.COM
KSF
SPB SEPT. 28, 2017
90% CD REVIEW08.29.201701
F2.0
WATER
FEATURE
SECTION &
DETAILS
*∠
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2%
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1228 SOUTH 8TH ST., ST. LOUIS, MO. 63104, 314-231-9806
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6"
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8"
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2%
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TOC 826.50'
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INVERT 817.96'
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SAFETY OFF 815.34'
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INVERT 823.83'
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OPERATIONAL LEVEL 821.50'
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821.42'
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821.50'
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TOC 812.34'
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1
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F2.0
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WET WELL & PUMP DETAIL
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SCALE: 1 "= 1'-0"12"= 1'-0"
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4" BREAK-AWAY FITTING
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* 4" DISCHARGE CONNECTION FROM PUMP
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STATIC WATER LEVEL @ LOWER POOL 821.5'
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SAFETY LEVEL 815.34'
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* 8" GEAR OPERATED BUTTERFLY VALVE
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* 36x24x42 FIBERGLASS REINFORCED CEMENTITIOUS VALVE BOX
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8" DISCHARGE LINE, ROUTE TO LAKE
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* 1 " STAINLESS STEEL SLIDE RAILS14" STAINLESS STEEL SLIDE RAILS
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* LIFT CHAIN OR CABLE
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* 4" ELASTIC SWING CHECK VALVE
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POROUS GRAVEL FILL, EXTEND PAST BOX 6" MIN ALL AROUND BASE
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2x2x -304 SS14-304 SS
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TOS 812.34'
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OPERATION LEVEL OF WET WELL\ INVERT OF 8" GRAVITY RETURN LINE 818.64'
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TOC 826.50'
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SECTION A-A (SYSTEM ELEVATION)
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SCALE: " = 1'-0"14" = 1'-0"
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(LOOKING NORTH)
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(F1.0)
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F2.0
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1
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ELECTRICAL NOTES FOR FOUNTAIN SHEETS: 1 ALL METAL IN CONCRETE MUST BE GROUNDED WITH #8 BARE COPPER WIRES TO REBAR. IF REBAR IS EPOXY COATED OR NOT USED, INSTALL GROUND ROD, AND GROUND FITTING TO ROUND. 2 ALL EQUIPMENT MUST BE INSTALLED ACCORDING TO THE N.E.C. AND ANY ADDITIONAL LOCAL CODES. 3 ANY ELECTRIC PENETRATIONS THROUGH CONCRETE MUST BE RED BRASS PIPE (R.B.P.). 4 AN ASTERISK `*' INDICATES EQUIPMENT PROVIDED BY HYDRO DRAMATICS, ALL ELSE BY FOUNTAIN CONTRACTOR. 5 ALL CONDUIT\ ELECTRICAL PENETRATIONS MUST BE VERTICALLY PLUMB. 6 ALL WIRE INSIDE CONDUIT SHOULD BE STRANDED THWN COPPER. 7 JUNCTION BOXES MUST BE INSTALLED LEVEL, HAVE SEALED CONDUIT ENTRANCES, AND BE FILED WITH AN APPROVED POTTING COMPOUND. 8 ALL LIGHTING CIRCUITS MUST HAVE SEPARATE NEUTRALS FOR G.F.I. CIRCUITS. 9 ALL CONDUIT AND WIRING TO FOUNTAIN COMPONENTS SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 10 CONDUIT LOCATIONS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION REFERENCE. 1 1 DO NOT SCALE DRAWINGS. 12 PLUMBING COMPONENTS ARE SHOWN FOR LOCATION REFERENCE ONLY. 13 ALL ELECTRICAL FITTINGS AND EQUIPMENT SHALL BE LOCATED TO PROVIDE ACCESSIBILITY AFTER ALL ARCHITECTURAL COMPONENTS ARE COMPLETE.
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PLUMBING NOTES FOR FOUNTAIN SHEETS: 1 PIPING LOCATIONS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION REFERENCE. 2 AN ASTERISK `*' INDICATES EQUIPMENT PROVIDED BY HYDRO DRAMATICS, ALL ELSE BY FOUNTAIN INSTALLER(S). 3 ALL DIRECTIONAL CHANGES IN PIPING SHOULD BE RESTRAINED WITH THRUST BLOCKS. 4 ALL PIPING TEES SHOULD BE EQUAL IN SIZE TO THAT OF THE LARGEST CONNECTED PIPE. 5 ALL PIPING TO BE PIPED EQUAL IN LENGTH, ELEVATION, NUMBER OF FITTINGS, ETC. TO PROVIDE EQUAL SUPPLY AND\ OR RETURN FROM FITTING OR NOZZLES. 6 ALL PIPING TO FOUNTAIN COMPONENTS TO BE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. 7 ALL SUCTION PIPING SHALL BE SCHEDULE 40 PVC PRESSURE PIPE AND FITTINGS. ALL DISCHARGE PIPING SMALLER THAN 4" SHALL BE SCHEDULE 40 PVC - PRESSURE PIPE AND FITTINGS. ALL DISCHARGE PIPING 4" AND LARGER SHALL BE SCHEDULE 80 PVC - PRESSURE PIPE AND FITTINGS. 8 ALL SUCTION AND DISCHARGE PIPING SHALL HAVE AN UNINTERRUPTED 2% MINIMUM SLOPE BACK TO THE VAULT OR EQUIPMENT ROOM (WHICHEVER APPLICABLE) TO INSURE PROPER DRAINAGE DURING COLD WEATHER. ANY EXISTING CONSTRUCTION SHOULD BE CORE DRILLED, ANY NEW CONSTRUCTION SHOULD BE SLEEVED TO ALLOW LINES TO PASS THROUGH WITH OUT ALTERING THE SLOPE OF THE PIPE. IF A WATER TRAP IS UNAVOIDABLE, EITHER DRAIN VALVES SHOULD BE INSTALLED AT THE LOW SPOT OR PIPES SHOULD BE BLOWN OUT AND PLUGGED BEFORE WINTER. 9 ELECTRICAL COMPONENTS ARE SHOWN FOR LOCATION REFERENCES ONLY. 10 DO NOT SCALE DRAWINGS. 1 1 ALL POOL FITTINGS AND EQUIPMENT SHALL BE LOCATED TO PROVIDE ACCESSIBILITY AFTER ALL ARCHITECTURAL COMPONENTS ARE COMPLETE.
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4'-0" DIA. x 14'-0" DEEP FIBERGLASS WET WELL WITH FIBERGLASS ANTI- FLOAT RING
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* 24x35x12 LOCKABLE CONTROL PANEL (ORIENTATION BY ARCHITECT)
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SERVICE ENTRANCE, PROVIDE: 480V, 3PH, 50 AMP (3) WIRE SERVICE PLUS GROUND
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1" CONDUIT FOR PUMP CABLES (2 TYP)
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823.83'
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2x2x2x LOCKABLE 516 LOCKABLE FIBERGLASS GRATE
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7.5HP, 460V, 3PH, SUBMERSIBLE NON-CLOG PUMP WITH 4" OUTLET
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COMM LINE TO SITE PUMP CONTROL PANEL, CONDUIT AND WIRE SIZE TBD
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* 6x6x6 PVC J-BOX
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820.75'
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2%
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8"
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2%
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8"
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STATIC LEVEL 821.42'
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4"6"
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DATENO.
DESIGNED COMM. NO.
CHECKED PROJ. MANAGER
DRAWN DATE
DRAWING NUMBER ISSUE
LANDSCAPE ARCHITECTURE + URBAN PLANNING
27 WEST 7TH STREETCOVINGTON, KY 41011859 9570957MKSKSTUDIOS.COM
Benken/Knight
Jewett
JM/KD/KL August 29, 2017
90% CD REVIEW08.29.201701
F3.0
WATER
FEATURE
DETAILS
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1228 SOUTH 8TH ST., ST. LOUIS, MO. 63104, 314-231-9806
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4" SUPPLY LINE FROM SITE PUMP SEE (F1.0) FOR ROUTING
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FLOWABLE FILL OR COMPACTED CA6
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3
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F3.0
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VGB SUPPLY SUMP & GRATE
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SCALE: 1 "= 1'-0"12"= 1'-0"
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* 18" x 18" VGB COMPLIANT MAIN DRAIN SUPPLY
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* 4" PVC WATER- STOP COUPLING
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4
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VGB RETURN SUMP & GRATE
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SCALE: 1 "= 1'-0"12"= 1'-0"
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6" GRAVITY RETURN LINE FROM SEE (F1.0) FOR ROUTING
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* 6" PVC WATER- STOP COUPLING
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2
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GRATED WATER RETURN @ LAKE
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SCALE: 1 "= 1'-0"12"= 1'-0"
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B
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B
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SECTION B-B
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SCALE: 1 "= 1'-0"12"= 1'-0"
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D
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D
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SECTION D-D
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SCALE: 1 "= 1'-0"12"= 1'-0"
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(4) " X 1 " SS TAP CON 14" X 1 " SS TAP CON 34" SS TAP CON (PN: SHW4-134) (BY INSTALLER)
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*4" LEVER OPERATED BUTTERFLY VALVE (3 TYP)
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*30x48x36 CEMENTITIOUS VALVE BOX WITH MATED LID
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6" SUPPLY LINE FROM SITE PUMP
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*2x2x2x FIBERGLASS 516 FIBERGLASS GRATE CAP (2 TYP)
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*HOLD DOWN BRACKET FROM "x2" STAINLESS STEEL BAR 14"x2" STAINLESS STEEL BAR (2 TYP)
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*2x2x2x FIBERGLASS 516 FIBERGLASS GRATE CAP (2 TYP)
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*HOLD DOWN BRACKET FROM "x2" STAINLESS STEEL BAR 14"x2" STAINLESS STEEL BAR (2 TYP)
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12"X6" STAINLESS STEEL ALL THREAD WITH HILTI HIT- HY 200 ADHESIVE (BY INSTALLER)
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FOOTING BY OTHERS
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* 18" x 18" VGB COMPLIANT MAIN DRAIN SUPPLY
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(4) " X 1 " SS TAP CON 14" X 1 " SS TAP CON 34" SS TAP CON (PN: SHW4-134) (BY INSTALLER)
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CIP SUMP (BY OTHERS)
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CIP SUMP (BY OTHERS)
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*4" LEVER OPERATED BUTTERFLY VALVE (1 SHOWN & 2 BEYOND)
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*30x48x36 CEMENTITIOUS VALVE BOX WITH MATED LID
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4" SUPPLY LINE ROUTE TO UPPER POOL SUMP (3 TYP)
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4" SUPPLY LINE ROUTE TO UPPER POOL SUMP (3 TYP)
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STATIC WATER LEVEL\ T.O. SUMP 821.5'
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OPERATING WATER LEVEL 822.25'
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OPERATING WATER LEVEL
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FLOWABLE FILL OR COMPACTED CA6
