MUO Rec Center Entry Plazas Addendum 1
| Agency: | Ohio University |
|---|---|
| State: | Ohio |
| Level of Government: | State & Local |
| Category: |
|
| Opps ID: | NBD15951509986801108 |
| Posted Date: | Apr 18, 2024 |
| Due Date: | Apr 29, 2024 |
| Solicitation No: | 0420242102 |
| Source: | Members Only |
|
Bid Information
|
Contact Information
|
Bid Documents
| Document name | Format | ||||
| |||||
|
Bid Invitation |
Acrobat / PDF | ||||
Bid Attachments
| File Name | Description | File Size | ||||
| ||||||
|
Front End zip.zip |
Front End Documents (includes Bid Form, Bid Guaranty, Bidders Qualification Form, etc.) | 5.41 MB | ||||
|
MUO Rec Center Plaza - Specifications.pdf |
Technical Specifications of Project Work | 778 KB | ||||
|
DRAWINGS Recreational Sports Center_Bid Set.pdf |
Project's Drawings | 18.19 MB | ||||
|
Supplier Bid Response Quick Tutorial (2).pdf |
Ionwave biding information | 663 KB | ||||
|
Supplier Profile - Add and Manage Users.pdf |
Ionwave instructions | 491 KB | ||||
|
Supplier Registration Procedure v2.docx |
Ionwave registration instructions | 316 KB | ||||
|
Addendum 1 from AE.pdf |
This document to Addendum 1 is from the AE and it contains changes/clarifications to the specs and/or drawings, along with several drawing sheets and the Pre-bid Meeting sign-in sheet. | 5.94 MB | ||||
|
Revised Bid Form.pdf |
Revised Bid Form issued with Addendum 1. The Bid Form has been revised in order to reflect the addition of Unit Pricing for masonry sealing. | 433 KB | ||||
Plan Holders
| Supplier Name | City | State | Contact Name | Phone | |||||
| |||||||||
|
No records to display.
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Attachment Preview
Addendum #01
Miami University Recreational Sports Center
The following Addendum contains clarification and revisions to the construction documents. All items
contained herein shall be included with the contract.
Note: This addendum does not modify the due date.
PART 1 - Drawing Changes
C000 – Survey Basemap:
• Included two existing boulders.
C100 –Demolition Plan North:
• Some plants will be salvaged by the University prior to commencement of work.
Coordinate anticipated project commencement with University to allow for plant
salvage.
• Construction notes #10 & #11 no longer used
• Changed four trees to note #5
C101 – Demolition Plan South:
• Changed language of construction notes #4 & #5
C101A – Demolition Plan South - Alternate:
• Changed language of construction notes #4 & #5
L100 – Layout & Materials Plan North:
• Added two expansion joints
L101 – Layout & Materials Plan South:
• Added construction note #15
• Added one expansion joint
L101A – Layout & Materials Plan South – Alternate:
• Altered jointing
L200 – Details:
• Altered details #1 & #4 to show concrete thickness of 6” typ.
• Altered note in detail # 1 from “Expansion joints at 30’ OC maximum” to
“Expansion joints as shown per plan”
PART 2 - Changes to Project Manual
None.
PART 3 - Responses to Pre-Bid Meeting Questions
1. Does scope impact any existing tunnels?
a. Response: No, existing tunnels are outside project limits.
2. Do walls need to be sealed after pressure washing?
a. Response: Yes, this should be added to the scope as a unit value for unit price. A
revised bid form is included with this addendum to account for this unit price.
3. How many boulders are there?
a. Response: There are two existing boulders.
PART 4 - General Information
1. The Pre-Bid meeting sign-in sheet is included with this addendum.
S
MH
TOP = 871.77
INV = 862.72
EX. PARKING GARAGE
CB
TOP = 871.52
INV (S) = 867.17
INV (N) = 867.22
INV (SW) = 867.07
872
CB
TOP = 871.60
INV (S) = 869.05
INV (N) = 868.50
EX. STEAM LINE (PER RECORD)
CB
TOP = 871.29
INV (E) = 865.79
INV (N) = 865.84
FF=872.3
27" CONC
15" PVC
871.4
18"
YD
871
YD
871.5
CB
TOP = 869.55
INV (E) = 865.25
INV (W) = 865.05
24" CONC
2"
15"
870
15"
W
870.7
24" CONC
870.6
8"
PVC
CO
8"
871.6
CB
TOP = 870.49
INV = 866.49
872
871.7
871
6"
CB
TOP = 870.95
INV = 867.65
871
27" CONC
872
871.7
24" CONC
MH
TOP = 871.78
INV = 864.08
871.7
S 12" PVC
24" CONC
870.7
CB
TOP = 870.50
INV = 865.85
870.9
870.7
871
W 2"
872
CO
W
15" PVC (PER RECORD)
3" SIGN
CO W
871.6
S
872
CB
TOP = 871.57
INV = 869.77E
CB
8"
TOP = 871.25
872.1
INV (SW) = 867.30
INV (N) = 867.15
MH
TOP = 871.81
872
INV = 865.06
872
871.8
AOTPUFPNURNNOE2DXL"EE.XRL.GOSRCTEOAICATNTUMOBIVNOPLD(NISN=EE8)E(7PX=0E.U8R4T68R7(EP.4CE8ORRRDE)CORD)
10"
INV (NW) = 868.98
INV (W) = 867.48
24" CONC
871
870.9 24" CONC
CB
TOP = 872.06
INV (E) = 866.11
INV (W) = 866.06
CPOB
CO
3"
CB
TOP = 870.53
INV (SE) = 867.78
INV (NE) = 868.78
INV (NW) = 867.73
WS
3"
10" PVC
E
FF=872.5
CO
W
CO
CCOO
FF=872.6
CO
FF=872.6
CB
TOP = 868.98
INV (E) = 863.75
INV (S) = 864.98
D
CO
W
CO
CO
CO
MH
TOP = 870.01
INV (NE) = 865.21
INV (S) = 865.11
872
8"
FF=882.4
EXG. O3 GSGTOINRIYCEBRCIECNKTBELRDG.
CB
TOP = 871.48
FULL OF WATER
BOTTOM=859.28
15" PVC
GP 24" CONC
ACCESS GRATE
GP
W
872.5
CB
TOP = 871.89
INV (N) = 864.64
INV (W) = 864.24
ELEECXT. RUINCD(EPREGRRROEUCNODRD)
873
6"
8" PVC
873
6"24" CONC
10"
872
88"72
6"
CB
TOP = 872.78
INV (E) = 868.58
INV (NW) = 868.53
10"
10"
D
24" CONC
872
871
18" CPP
18" CPP
21" CONC
MH
TOP = 873.31
INV (NE) = 868.91
INV (E) = 868.81
INV (W) = 868.81
CB
TOP = 873.73
INV (E) = 869.28
INV (NE) = 869.28
INV (SW) = 869.28
16"
CB
TOP = 870.02
INV = 868.07
873 2"
FF=872.6
872
CO
FF=872.6
EX. 3MSTIOARYMBRIICK BLDG.
UNREICVREEATRIOSN CIETNYTER
RECREATIONAL
SPORTS CENTER
CB
TOP = 869.23
INV (N) = 864.88
INV (N) = 866.18
INV (S) = 864.73
24" CONC
CB
TOP = 869.08
INV (SE) = 864.28
INV (W) = 863.58
INV (N) = 864.28
870
18" CONC
CB
TOP = 869.47
INV = 864.97
18" CPP
CB
TOP = 869.22
INV (E) = 866.87
INV (W) = 866.77
FF=872.5
E
FF=872.5
871
W
871.3
871.7
YD YD
CO WS
872.2
870.9
4" POST
VOLLEYBALL NET
871.7
871.3
871.2
871
871.4
WS
FF=872.5
YD
CO
YD
YD
872.2
FF=872.5
COW
872.4
872.3
872
871.8
18" CONC
WS
E
YD
3"
871.3
871.5
870
9"
871.6
871.6
EX.
UNDERGROUND
871.6
ELECTRIC
872
(PER RECORD)
E
872
18" CPP
873
W
EX. 3 STORY BRICK BLDG.
FISHER HALL
FF=872.6
CO
PB
CO
SIGN
872.3
872
871.8
12"
872
G
3
3"
FF=872.6
FDC
10" PVC
3"
BOULDER
3"
CB
TOP = 871.43
INV (E) = 866.53
INV (N) = 866.93
INV (W) = 867.33
INV (SW) = 866.33
EX. GAS (PER RECORD)
T
872
12" CONC
873
CB
TOP = 871.14
INV = 868.74
3"
3"
3"
3"
874 3"
8"
8"
8"
PIV
18"
871.5
12"
CB
TOP = 870.86
INV (NE) = 866.36
INV (S) = 866.31
INV (SW) = 868.16
INV (W) = 866.16
12"
CB
TOP = 871.39
INV = 869.39
CB
TOP = 872.78
INV (N) = 868.08
INV (NW) = 868.03
INV (S) = 868.38
INV (W) = 867.88
873
874
CB
TOP = 873.44
INV (SW) = 870.74
INV (N) = 870.84
ART
SCULPTURE
CB
TOP = 870.42
INV = 868.52
3
872
BOULDER
872
12"
6"
D
4"
W
871.5
CB
TOP = 870.40
INV = 867.65
871
872
873 E
CB
TOP = 872.45
INV = 869.55
MH
TOP = 872.28
EX. 3 STORY BRICK BLDG.
874
INV (S) = 867.58
LOGAN LODGE
INV (W) = 867.48
8" CPP CB
TOP = 872.39
INV (E) = 868.44
INV (S) = 868.44
INV (N) = 868.29
NOTE:
UNDERGROUND UTILITIES ARE PLOTTED FROM A
COMPILATION OF AVAILABLE RECORD INFORMATION AND
SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND
MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE
EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES
CANNOT BE VERIFIED. PLEASE NOTIFY THE OHIO UTILITY
PROTECTION SERVICE AT 811 OR 1-800-362-2764 BEFORE ANY
PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.
CONTROL POINT
N:555,245.88
E:1,337,524.95
EX. STEAM LINE (PER RECORD)
BENCHMARK
CROSS NOTCH
N:554,947.50
E:1,337,520.94
ELEV:879.49
SITE
VICINITY MAP
N.T.S
LEGEND
YD
D
S
CO
E
E
PB
PIV
W
WS
W
G
T
GP
X
UE
UT
G
STEAM
W
CATCH BASIN
DOWN SPOUT
YARD DRAIN
STORM MANHOLE
SANITARY MANHOLE
CLEAN OUT
ELECTRIC BOX
LIGHT POLE
LIGHT POST
ELECTRIC MANHOLE
PULL BOX
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER
WATER SERVICE
WATER VALVE
GAS METER
TELEPHONE MANHOLE
BOLLARD
GUARD POST
SIGN (SINGLE POST)
BUSH
DECIDUOUS TREE
CONIFEROUS TREE
FENCE LINE
BUSH LINE
TREE LINE
UNDERGROUND ELECTRIC (PER RECORD)
UNDERGROUND TELEPHONE (PER RECORD)
GAS LINE (PER RECORD)
STEAM LINE (PER RECORD)
WATERLINE (PER RECORD)
SANITARY SEWER
STORM SEWER
ASPHALT
CONCRETE
GRAVEL
LANDSCAPING
NOTES:
1. BEARINGS ARE BASED ON OHIO STATE PLANE COORDINATE SYSTEM, SOUTH ZONE,
AS DERIVED FROM THE OHIO DEPARTMENT OF TRANSPORTATION'S VIRTUAL
REFERENCE STATIONING (VRS). (NAD '83 - 2011)
2. VERTICAL DATUM IS BASED ON MIAMI UNIVERSITY CONTROL MONUMENT M-9 WITH
AN ELEVATION OF 872.30 (NAVD '88).
3. SITE BENCHMARK AS SHOWN HEREON.
THE
KLEINGERS
GROUP
CIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
www.kleingers.com
6219 Centre Park Dr.
West Chester, OH 45069
513.779.7851
SEAL:
NO. DATE DESCRIPTION
1 02-20-24 90% SET
2 04-01-24 100% CD SET
3 04-17-24 ADDENDUM #01
MIAMI
UNIVERSITY
RECREATIONAL
SPORTS CENTER
CITY OF OXFORD
BUTLER COUNTY, OHIO
PROJECT NO:
DATE:
SCALE:
100473.089
04/01/2024
1" = 130'
0
15
30
60
SHEET NAME:
SURVEY BASEMAP
SHEET NO.
C000
CO
CO
W
3
W 2"
5
S
OF UNDERGROUND
TUNNEL
2"
EX UT (PER RECORD)
THE
KLEINGERS
GROUP
CIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
www.kleingers.com
6219 Centre Park Dr.
West Chester, OH 45069
513.779.7851
6"
LOW
1
1
W
3
7
3" SIGN
CO
W
4
5
5
LOW
1
CPOB
4
2
6
CO
3
8
1
4
5
4
3"
TYP. OF 3 9
4
E
LOW
3
12
WS
3"
5
CCOO
CO
MIAMI UNIVERSITY RECREATIONAL
SPORTS CENTER
6"
10"
4
8"
DEMOLITION LEGEND
LOW
PROJECT LIMIT OF WORK
REMOVE POURED CONCRETE PAVEMENT
AND CONCRETE PAVERS, TYP.
REMOVE LANDSCAPING, TYP.
SAW CUT PAVEMENT AT NEAREST JOINT
REMOVE TREES / SHRUBS
TREES / SHRUBS TO REMAIN
SEAL:
ATE OF OH
LYNNE
NISCHWITZ
DSCAR EPGE1IS21T9ERAERDCHI
DEMOLITION NOTES:
1 WALL TO REMAIN
NO. DATE DESCRIPTION
1 02-20-24 90% SET
2 04-01-24 100% CD SET
3 04-17-24 ADDENDUM #01
2 DRAINAGE INLET, GRATE, AND STRUCTURE TO REMAIN. PROTECT
IN PLACE
3 CONCRETE & PAVERS TO BE REMOVED, TYP.
4 LANDSCAPING TO BE REMOVED; CONTRACTOR TO COORDINATE
WITH UNIVERSITY PRIOR TO PLANTING REMOVAL , TYP.
5 TREE TO BE REMOVED; GRIND STUMP MIN. 12" BELOW GRADE;
CONTRACTOR TO COORDINATE WITH UNIVERSITY PRIOR TO
PLANTING REMOVAL , TYP.
6 HANDRAILS TO BE PROTECTED IN PLACE
7 SALVAGE AND REINSTALL MAP WAYFINDING SIGN; LOCATION PER
SHEET L100
MIAMI
8 ACCESSIBLE ENTRY WAYFINDING SIGN TO BE SALVAGED AND
UNIVERSITY
REINSTALLED PER SHEET L100
RECREATIONAL
3
9 BIKE RACK TO BE REMOVED AND RETURNED TO THE UNIVERSITY
SPORTS CENTER
10 NOT USED
CITY OF OXFORD
11 NOT USED
BUTLER COUNTY, OHIO
12 CURB TO BE REMOVED
PROJECT NO:
DATE:
100473.089
04/01/2024
SCALE:
1" = 10'
NOTE:
UNDERGROUND UTILITIES ARE PLOTTED FROM A
COMPILATION OF AVAILABLE RECORD INFORMATION AND
SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND
MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE
EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES
CANNOT BE VERIFIED. PLEASE NOTIFY THE OHIO UTILITY
PROTECTION SERVICE AT 811 OR 1-800-362-2764 BEFORE ANY
PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.
0
5
10
20
SHEET NAME:
DEMOLITION PLAN
NORTH
SHEET NO.
C100
E
COW
CO
MIAMI UNIVERSITY RECREATIONAL
SPORTS CENTER
W
YD YD
CO WS
YD
CO
YD
YD
4
4" POST
VOLLEYBALL NET
WS
WS
3
LOW
E
3"
YD
9"
10' O.C. MAX.
PLASTIC SAFETY CAP
DEMOLITION LEGEND
48" HIGH DENSITY ORANGE
POLYETHELENE SAFETY FENCE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
72" METAL T-POST DRIVEN 20"
MIN. BELOW GRADE
FINISHED GRADE
LOW
PROJECT LIMIT OF WORK
REMOVE POURED CONCRETE PAVEMENT
AND CONCRETE PAVERS, TYP.
REMOVE ASPHALT PAVEMENT
REMOVE LANDSCAPING, TYP.
SAW CUT PAVEMENT AT NEAREST JOINT
REMOVE TREES / SHRUBS
3
ISOMETRIC
NOTES:
1. FENCING SHOULD DELINEATE A TREE PROTECTION ZONE AND SHALL BE INSTALLED AS INDICATED PER PLAN.
2. FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS. THE FENCING MUST BE INSTALLED PRIOR TO ANY SOIL
DISTURBANCE AND REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. ANY CHANGE OF THE TEMPORARY
FENCING MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.
3. SIGNS STATING "TREE PROTECTION ZONE: KEEP OUT" SHALL BE POSTED ON THE FENCING AND VISIBLE ON ALL SIDES
OF THE TREE PROTECTION ZONE (MINIMUM ONE PER SIDE AND EVERY 300 LINEAR FEET OF FENCING). FONT MUST BE
A MINIMUM 1.5" TALL AND SIGN DIMENSIONS SHALL BE A MINIMUM 18" X 12"
4. NO CONSTRUCTION, GRADING, PARKING, EQUIPMENT OR MATERIAL STORAGE SHALL BE ALLOWED WITHIN THE TREE
PROTECTION ZONE.
5. CONSTRUCTION ACTIVITIES INCLUDING DIRECTIONAL BORING MAY ONLY BE ALLOWED WITHIN THE TREE PROTECTION
ZONE WITH PERMISSION OF THE LANDSCAPE ARCHITECT.
6. IF CONSTRUCTION ACTIVITIES ARE ALLOWED WITHIN THE TREE PROTECTION ZONE ALTURNA MATS OR APPROVED
EQUAL, OR A MINIMUM FOUR-INCH LAYER OF PROCESSED PINE BARK OR WOOD CHIPS, MUST BE PLACED TO PREVENT
COMPACTION.
7. NO TREE SHALL BE REMOVED BY THE CONTRACTOR UNLESS IT IS NOTED FOR REMOVAL ON THE PLANS.
1 TREE PROTECTION
N.T.S.
TREES / SHRUBS TO REMAIN
TP
TREE PROTECTION FENCING
1
C101
DEMOLITION NOTES:
1 WALL TO REMAIN
EX. UNDERGROUND ELECTRIC (PER RECORD)
2 TREE / SHRUBS TO REMAIN, TYP.
3 CONCRETE & PAVERS TO BE REMOVED, TYP.
E 4 LANDSCAPING TO BE REMOVED; CONTRACTOR TO
COORDINATE WITH UNIVERSITY PRIOR TO PLANTING
REMOVAL, TYP.
5 TREE TO BE REMOVED; GRIND STUMP MIN. 12" BELOW
GRADE; CONTRACTOR TO COORDINATE WITH UNIVERSITY
PRIOR TO PLANTING REMOVAL, TYP.
6 HANDRAILS TO BE PROTECTED IN PLACE
7 SALVAGE AND REINSTALL MAP WAYFINDING SIGN; LOCATION
W PER SHEET L101
8 ACCESSIBLE ENTRY WAYFINDING SIGN TO REMAIN AND BE
PROTECTED IN PLACE
9 BIKE RACK TO BE REMOVED AND RETURNED TO THE
UNIVERSITY
10 FULL DEPTH ASPHALT TO BE REMOVED
11 CURB AND GUTTER TO BE REMOVED
12 EXISTING STRIPING TO BE REMOVED
13 REMOVE PIV AND ASSOCIATED CABLE. INSTALL WATER
VALVE IN PLACE OF PIV
14 BOULDER TO BE SALVAGED AND RELOCATED PER SHEET L101
15 HANDICAP ACCESSIBLE PARKING SIGN TO BE RELOCATED
PER SHEET L101
PB 4
3
1
CO
7
SIGN
12"
LOW
LOW
6
3
G
5
4
3"
3
4
8
1
TYP. OF 4 9
5
8"
3
5
8"
FDC
LOW
14
3
5
8"
4
4
2'
2
LOW
13
PIV
18"
5
3"
3"
3"
3
15
10
11
12
11
12"
3
12"
ART
SCULPTURE
4"
W
12"
6"
E
D
NOTE:
UNDERGROUND UTILITIES ARE PLOTTED FROM A
COMPILATION OF AVAILABLE RECORD INFORMATION AND
SURFACE INDICATIONS OF UNDERGROUND STRUCTURES AND
MAY NOT BE INCLUSIVE. PRECISE LOCATIONS AND THE
EXISTENCE OR NON EXISTENCE OF UNDERGROUND UTILITIES
CANNOT BE VERIFIED. PLEASE NOTIFY THE OHIO UTILITY
PROTECTION SERVICE AT 811 OR 1-800-362-2764 BEFORE ANY
PERIOD OF EXCAVATION OR CONSTRUCTION ACTIVITY.
THE
KLEINGERS
GROUP
CIVIL ENGINEERING
SURVEYING
LANDSCAPE
ARCHITECTURE
www.kleingers.com
6219 Centre Park Dr.
West Chester, OH 45069
513.779.7851
SEAL:
ATE OF OHI
LYNNE
NISCHWITZ
SCRAEPGE1I S21T9E RAERDCHI
NO. DATE DESCRIPTION
1 02-20-24 90% SET
2 04-01-24 100% CD SET
3 04-17-24 ADDENDUM #01
MIAMI
UNIVERSITY
RECREATIONAL
SPORTS CENTER
CITY OF OXFORD
BUTLER COUNTY, OHIO
PROJECT NO:
DATE:
SCALE:
100473.089
04/01/2024
1" = 10'
0
5
10
20
SHEET NAME:
DEMOLITION PLAN
SOUTH
SHEET NO.
C101
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