MKSKMKSK thtthhth StreetStreetStreet Covington, KY ... · landscape architecture + urban planning...

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MKSKMKSKMKSKMKSK

27 W. 727 W. 727 W. 727 W. 7thththth StreetStreetStreetStreet

Covington, KY 41011Covington, KY 41011Covington, KY 41011Covington, KY 41011

April April April April 11110000, , , , 2020202011113333

ADDENDUM NO. ADDENDUM NO. ADDENDUM NO. ADDENDUM NO. 1111

To the drawings and specifications for:To the drawings and specifications for:To the drawings and specifications for:To the drawings and specifications for:

ALL BID PACKAGESALL BID PACKAGESALL BID PACKAGESALL BID PACKAGES

for thefor thefor thefor the

CAMPUS CAMPUS CAMPUS CAMPUS HARDSCAPE IMPROVEMENTS 2013HARDSCAPE IMPROVEMENTS 2013HARDSCAPE IMPROVEMENTS 2013HARDSCAPE IMPROVEMENTS 2013

ffffor or or or

MIAMI UNIVERSITYMIAMI UNIVERSITYMIAMI UNIVERSITYMIAMI UNIVERSITY

Project #12Project #12Project #12Project #12----334334334334

TO ALL BIDDERS OF RECORD:TO ALL BIDDERS OF RECORD:TO ALL BIDDERS OF RECORD:TO ALL BIDDERS OF RECORD:

This Addendum supplements and amends the original Drawings and Project Manual, dated April 1, 2013,

and shall be taken into account in preparing proposals, and shall become a part of the Contract

Documents.

This Addendum shall hereby be done and become part of the Contract Documents the same as if

originally bound thereto.

The following clarifications, amendments, additions, revisions, changes, and modifications change the

original Contract Documents only in the amount and to the extent hereinafter specified in this

Addendum.

Acknowledge receipt of the Addendum on the Bid Form.

Bidders are responsible for becoming familiar with every item of the Addendum.

DRAWINGSDRAWINGSDRAWINGSDRAWINGS

A. COVER SHEET:

a. Add Sheet “C2.0 Drainage Plan” under the index of sheets.

b. Add Sheet “C2.1 Construction Details” under the index of sheets.

c. Delete Sheet “C3.0 Grading Plan” from the index of sheets.

B. SHEET L1.1:

a. Revise Enlargement A per sketch SK-L01.

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C. SHEET L1.2:

a. Add construction #9 to read: “Truncated Domes: Install detectable warning mat

for a distance of 24” from the edge of pavement as shown on the plan.”

b. Revise Enlargement B per sketch SK-L02.

c. Revise Enlargement C per sketch SK-L03.

D. SHEET L1.3:

a. Revise Detail 4 per sketch SK-L04.

b. Revise Detail 6 per sketch SK-L05.

c. Revise Detail 7 per sketch SK-L06.

E. SHEET C1.0:

a. Add sheet, see attachment.

F. SHEET L2.0:

a. Add general note to read: “See specification Section 04 01 20 Masonry Restoration and Cleaning, for execution of work and additional site photos.”

b. Revise program of improvement note #5 to read: “Remove existing bluestone

stair treads and brick risers. Replace with precast concrete tread and riser.

Contractor to submit shop drawings. Slope steps to drain.”

c. Add to program of improvement note #5: “See Detail 1/C2.1.”

d. Add to program of improvement note #6: “See Detail 2/C2.1.”

e. Add to program of improvement note #9: “See Detail 3/C2.1.”

f. Revise program of improvement note #10 to read: “Downspouts, see civil

engineering drawings.”

g. Revise program of improvement note #11 to read: “Exterior floor drain, see civil

engineering drawings.”

G. SHEET L2.1:

a. Revise construction note #1 to read: “New catch basin, see civil engineering

drawings.”

b. In the plant schedule, change the size of Amelanchier laevis (Allegheny Serviceberry) to “8’ hgt.”

H. SHEET C2.0

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I. SHEET C2.1


J. SHEET L3.0:

a. Add general note to read: “Contractor to coordinate proposed concrete walk

demolition and installation with current construction of electrical manhole lid and

walk. Current work is scheduled for completion the first week of May.”

K. SHEET L3.1:

a. Add general note to read: “Contractor to coordinate proposed concrete walk

demolition and installation with current construction of electrical manhole lid and

walk. Current work is scheduled for completion the first week of May.”

b. Revise construction note #6 to read: “Alternate GC3: Remove limestone veneer

and replace in kind with new 2’x2’ limestone pavers.”

L. SHEET E3.0:

a. Replace sheet, see attachment.

M. SHEET L4.0:

a. Revise drawing per sketch SK-L07.

N. SHEET L4.1:

a. Revise construction note #1 to read: “Not used.”

b. Revise construction note #2 to read: “Existing asphalt pavement to have cracks

filled and sealed, entire lot.”

c. Add to construction note #10: “Submit shop drawings.”

d. Add construction note #12 to read: “1 ½” diameter schedule 40 steel pipe rail,

6’-0” in length, embedded in concrete at both ends. Shop primed with zinc-rich

primer, painted black to match fence.”

e. Add construction notes #13 to read: “Taper curb to flush with concrete walk.”

f. Add construction notes #14 to read: “10’-0” high decorative metal fence.

Submit shop drawings.”

g. Revise drawing per sketch SK-L08.

h. Revise base bid enlargement per sketches SK-L09.

i. Revise alternate GC4 enlargement per sketch SK-L10.

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O. SHEET L4.2:


P. SHEET C4.0:


Q. SHEET L5.0:


R. SHEET L6.0:

a. Delete construction note #13.

b. Revise Plan B per sketch SK-L13.

ATTACHMENTSATTACHMENTSATTACHMENTSATTACHMENTS

A. SK-L01

B. SK-L02

C. SK-L03

D. SK-L04

E. SK-L05

F. SK-L06

G. SK-L07

H. SK-L08

I. SK-L09

J. SK-L10

K. SK-L11

L. SK-L12

M. SK-L13

N. Sheet C1.0

O. Sheet C2.0

P. Sheet C2.1

Q. Sheet C4.0

R. Sheet E1.0

S. Sheet E3.0

END OF ADDENDUM NO. END OF ADDENDUM NO. END OF ADDENDUM NO. END OF ADDENDUM NO. 1111

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CAMPUS HARDSCAPEIMPROVEMENTS 2013

LANDSCAPE ARCHITECTURE + URBAN PLANNING

164 COLE SERVICE BUILDINGOXFORD, OHIO45056

KZF DESIGNCIVIL ENGINEERING700 BROADWAY ST.CINCINNATI, OH 45202

p 513 621.6211

PRATER ENGINEERING &ASSOCIATES

ELECTRICAL ENGINEERING6130 WILCOX RD.DUBLIN, OH 43016

p 614 766.4896

THELEN ASSOCIATES GEOTECHNICAL

1780 CARILLON BLVD.CINCINNATI, OH 45240

p 513 825.4756

MIAMI UNIVERSITY

sheet number

sheet name

issue date project number

revision date issued

04.10.2013 k12-334

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K 27 WEST 7TH STREETCOVINGTON, KY 41011859 9570957 MKSKSTUDIOS.COM

02-20-2013 SCHEMATIC DESIGN

03-04-2013 DESIGN DEVELOPMENT

03-25-2013 75% CONSTRUCTION DOCUMENTS

04-01-2013 BID DOCUMENTS

04-10-2013 ADDENDUM #1

BISHOPS WOODSGRADING PLAN

C1.0

0' 15' 30' 60'

Scale: 1" = 30'-0"

BISHOP WOODS GRADING PLAN

CONSTRUCTION NOTES

WORK TO BE CONSTRUCTED UNDER THE ARMSTRONG STUDENTCENTER PROJECT

TRANSITION PAVEMENT TO MEET EXISTING PAVEMENT FLUSH

ADJUST UTILITY VALVE TO GRADE

RECONSTRUCT CATCH BASIN. SEE DETAIL 'A'.

12 INCH, ODOT ITEM 603, TYPE B.

DRAINAGE INLET.

1

0' 5' 10' 20'

Scale: NTS

A

2

3

CATCH BASIN RECONSTRUCTION DETAIL

1

4

5

6

SECTION A-A

SECTION B-B

SECTION C-C

SECTION D-D

3

1

3

11%

2%

20'-0"

5

5

2

44

4

4

10'-6"

1

%

12'-0"

1

4

'-

0

"

10'-6"

12'-0"

20'-0"

1

4

'-

0

"

2

DRAINAGE PLAN

C2.00' 5' 10' 20'

Scale: 1" = 10'-0"

UPHAM HALL DRAINAGE PLAN

PROGRAM OF IMPROVEMENTS

18 INCH DIAMETER DRAINAGE INLET: STANDARD (ADS) GRATE. SEE DETAIL 'A' BELOW.

18 INCH DIAMETER DRAINAGE INLET: PEDESTRIAN (ADS) GRATE OR APPROVED EQUAL. GRATE TO BE RECESSED 6 INCHES BELOWGRADE AND COVERED WITH 6 INCHES OF 3-4" ROUNDED STONE MULCH. GRATE TO BE WRAPPED WITH FILTER FABRIC. SEEDETAIL 'B' BELOW.

NEENAH 440-A GRATE WITH ACCESSORIES, OR APPROVED EQUAL.

8 INCH CULVERT PIPE, ODOT ITEM 603, TYPE B.

FULL-DEPTH SAW CUT EXISTING CONCRETE. TRANSITION NEW CONCRETE TO MEET EXISTING PAVEMENT GRADE.

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p 513 621.6211



p 614 766.4896



p 513 825.4756

MIAMI UNIVERSITY

sheet number

sheet name



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04-10-2013 ADDENDUM #1

5

Scale: NTS

18" STANDARD OPEN INTEGRATED DUCTILE FRAME & GRATE INLET

A

Scale: NTS

18" STANDARD OPEN INTEGRATED DUCTILE FRAME & GRATE INLET (COVERED)

B

1

CATCH BASIN SPECIFICATIONS

PVC surface drainage inlets shall include the drain basin type as indicated on the contract drawing and referenced within the contract specifications. Theductile iron grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the samemanufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal.

MATERIALS

The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to thespecified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connectionwith the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals.The flexible elastomeric seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the main body of the drain basin or catch basin. The rawmaterial used to manufacture the pipe stock that is used to manufacture the main body and pipe stubs of the surface drainage inlets shall conform toASTM D1784 cell class 12454.

The grates and frames furnished for all surface drainage inlets shall be ductile iron for sizes 8”, 10”, 12”, 15”, 18”, 24” and 30” and shall be madespecifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basinsshall be capable of supporting H-20 wheel loading for traffic areas or H-10 loading for pedestrian areas. 12” and 15” square grates will be hinged to theframe using pins. Metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. Grates shall be providedpainted black.

INSTALLATION

The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall becrushed stone or other granular material meeting the requirements of class 2 material as defined in ASTM D2321. Bedding and backfill for surfacedrainage inlets shall be placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final grade.No brick, stone or concrete block will be required to set the grate to the final grade height. For H-20 load rated installations, a concrete ring will be pouredunder and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and otherapplicable design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321guidelines.

CONCRETESTONE STEP

MORTAR BEDWATERPROOF MEMBRANE

SLOPE

STONE

MORTAR BED

CUT EXISTING RAILING ATTOP OF STONE

HIGH-STRENGTH GROUT

GALVANIZED STEEL POST EXTENSIONWELDED TO BASE OF EXISTING POSTS

CORE CUT

FULL PENETRATION, GRIND SMOOTH

LANDING

THRU-WALL FLASHING

WEEP HILES @ 16" O.C.

CONCRETE BASE

WATERPROOF MEMBRANE

TURN WATERPROOFING UPTWO COURSES OF BRICK

MORTAR BED

GALVANIZED STEEL TRUSS-TYPEHORIZONTAL REINFORCING @ 8" O.C.VERTICALLY

CUSTOM-SHAPED BRICK COPING

THRU WALL FLASHING

GROUT

STONE

STONE WALKSAND BEDEXISTING CONCRETE SLABGALVANIZED STEEL EDGEWITH STAKES AT 4'-0" O.C.

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MIAMI UNIVERSITY

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04-10-2013 ADDENDUM #1

UPHAM HALLCONSTRUCTION DETAILS

C2.1

3 MASONRY WALL DETAILSCALE: NTS

2 RAIL POST RE-ATTACHMENTSCALE: NTS

1 NEW STEPS AT MASONRY WALLS SCALE: NTS

1

4 BLUESTONE WALK REPLACEMENTSCALE: NTS

1%

1%

1%

1%

T/GRATE 796.40INV. 794.60

T/GRATE 796.35INV. 794.50

T/GRATE 796.25INV. 794.25

T/GRATE 796.30INV. 794.40

INV. 794.10

1

1

1

2

3

3

1%

1%

1%

T/GRADE 796.79

1%1%

1% 1%

1%

1%

1%

1%

1%

1%

1%

1%

1%

1%

1%

1%

1%

T/GRADE 796.50

T/GRADE 795.92

T/GRADE 796.85

T/CURB 796.75T/GUTTER 796.15

T/CURB 796.60T/GUTTER 796.30 T/GRADE 796.80

T/GRADE 796.60

1%

1%

1%

1%

T/GRADE 795.95

T/GRADE 796.95

1%

1%

1%1%

1% 1%

5

4

4

4

4

5

6

6

6

6

6

6

6 INCH CURB(SEE SHEET L4.0)

4

T/GRATE 796.30INV. 794.40

1%

1%

1%

1%

1%

1%

1%

1%

PROP. SPOT797.00

1%

1%

1%

PROP. SPOT797.00

1%

1%

1%

1%

1%

T/GRATE 796.10INV. 793.90

4

CONNECT TO EXISTING PIPET/GRATE 796.00INV. 793.45

4

T/GRATE 796.00INV. 793.90

4

T/CURB 796.40 +/-T/GUTTER 796.40 +/-

MEET EXISTINGT/PAVEMENT (TYP.)

1%1

1

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04-10-2013 ADDENDUM #1

YAGER STADIUMGRADING PLAN

C4.00' 15' 30' 60'

Scale: 1" = 30'-0"

YAGER STADIUM GRADING PLAN

CONSTRUCTION NOTES



CONTRACTOR TO PLANE EXISTING ASPHALT FOR THE PURPOSE OFIMPROVING SURFACE DRAINAGE TO EXISTING CATCH BASIN.

PLANING DEPTTH AS REQUIRED TO ALLOW FOR A 1 12" DEPTH OF

ODOT ITEM 448 ASPHALT CONCRETE SURFACE COURSE OVERLAY.

DRAINAGE INLET.

CONCRETE CATCH BASIN, ADJUST TO GRADE.

MEET EXISTING GRADE.

1

2

3

4

5

Scale: NTS

18" STANDARD OPEN INTEGRATED DUCTILE FRAME & GRATE INLET

A

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Date post:	17-Jun-2020
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