HomeMy WebLinkAboutAddendum #2 to drawings & specs 891-021
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July 11, 1990
ADDENDUM NUMBER TWO (TELEPHONE) to the drawings and
specifications prepared by the Everett I. Brown Company for ADDITION TO AND
RENOVATION OF CARMEL HIGH SCHOOL - PHASE IA for Cannel Clay Schools,
Cannel,Indiana.
All Contractors bidding on this project shall read all of the items covered below
and shall comply with all of the requirements as set forth, including any necessary
refinements or additions generated by this Addendum and required by the intent of the
original contract documents. All Contractors shallacknowledge ontheiro that
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they have received this Addendum and included the appropriate content of same within
their bid proposal.
CONTRACTORS NOT RECEIVING ADDENDUM NUMBER ONE, PLEASE
NOTIFY THE ARCHITECT'S OFFICE IMMEDIATELY.
For the convenience of the bidders, bid categories possibly affected in price
and/or construction by the various items in this Addendum are listed at the beginning of
each item.
1. ALL CONTRACTS: In Addendum Number One,
the date of issue should be corrected to read July 6, 1990, instead of June 6,
1990.
2. CONTRACT#1: Sheet#C-2:
A. Change the quantity of dumped riprap from 96.5 square feet to 1,100
square feet north of 136th Street. Add 150 square feet of dumped
riprap to the culvert outlet area south of 136th Street as shown on plan.
3. CONTRACTS#1.#2: Sheet#C-8:
A. Plan Note #4 is part of Contract #1.
4. CONTRACTS #2,#3: Sheet #C-4:
A. Add four (4) additional handicapped parking spaces and signs in the
next parking bay directly north of the four (4) handicapped spaces
shown on plan.
5. CONTRACT#4: Sheet #M-6:
A. Revise the 12" ST outletting from DS #11-S to MH #4-S and MH #5-S
as follows and per the drawing included with this Addendum:
1. Provide only 180' of 12" ST between DS #11-S and MH #4-S;
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rout at the same location and slope shown.
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891-021
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2. Place MH #4-S 180' downstream of DS #11-S, with invert
elevation in E. 838.80' and invert elevation out W. 838.70'; verify
rim elevation and depth with existing grade. (Revise storm
manhole schedule).
3. Locate MH #5-S in existing paved parking approximately 159'
west; verify location of existing 18" ST and construct MH #5-S at
that location; verify rim elevation and depth with existing grade.
(Revise storm manhole schedule).
4. Provide 159' of 12" ST at 5.4% slope (verify) between MH #4-S
and MH #5-S; refer to Plan Note #9 for cutting existing
pavement. (Delete the 100' of 12" ST at 5.4% slope.)
5. Provide Item #25, C. of Addendum Number One in DS #11-S.
6. CONTRACT#5: Sheet#E-3:
A. On the Incandescent/HID Fixture Schedule, the following light fixture
manufacturer catalog numbers are approved equals for the types shown.
Add them to the schedule. Colors to be per Specifications Section
16530, Paragraph 2.02.
Type K-1 Sterner FK 25A-10-5-N-400H
spider mount -30'pole
• McGraw-Edison ZSF-21654 Mtd on S530X
Type K-2 Sterner FK 25A-10-3-N-400H
spider mount - 30' pole
w/shield
McGraw-Edison ZSF-21644 Mtd on S530X
Type K-3 Sterner FK 30-10-5-N-1000H
spider mount -35'pole
McGraw-Edison ZSF-31754 Mtd on S635X
Type K-4 Musco Musco Sportscluster 2
Sports Pole System
Type K-5 Musco Musco Quartz
Type K-6 Sterner 865-EC-S-RM-250H-277
finish as selected
McGraw-Edison FL-1151-S-FA55
Type K-7 Sterner FK 25A-10-5-N-400H
spider mount - 20'pole
McGraw-Edison ZSF-21634 Mtd on S520X
• Type K-8 Hubbell MHS-0250H-168/MHS-21
Lumark MHSF-T7-250 with
S2C2WPP
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891-021
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7. CONTRACT#5: Specification Section 16540 -
Sports Lighting:
A. In Section 3.01, change subparagraph A to read as follows:
"A. Concrete pole bases provided under separate contract (future
Phase IB work). This separate contract to be bid at a later date."
8. CONTRACT#7: Sheet #C-3:
A. Two sliding gates shown, but not denoted, near the visitors' side ticket
booth, shall be sliding gates for 16' openings.
9. CONTRACT#7: Sheet#C-4:
A. Change plan note designation AC to "8" located approximately 4" above
the title plot plan.
2 10. CONTRACT#7: In Addendum Number One,
Item #38, change the 210'length to 510'.
11. CONTRACT#8: Specification Section 02811 -
Underground Sprinkler System:
A. In Section 3.03, Item F, add subparagraph 5 as follows:
"5. Bury depths shown are minimum. Irrigation piping shall be
buried deeper as required to avoid conflicts with underdrain,
storm, water, gas, sanitary, electrical, etc. Refer to page 14 of
Addendum Number One for the underdrain system detail."
B. In Section 3.03, Item L, add the following:
"Wire each control valve separately, complete from the controller
to the valve."
12. CONTRACT#8: Sheet #M-7:
A. Provide a 6" sleeve to accommodate a 4" irrigation line at the drive and
the track crossing. Provide an additional 1-1/4" sleeve for control
wiring at each crossing, two (2) total. Provide two (2) 4" spare sleeves
as shown. Total sleeves required: two (2) 4", two (2) 6", and two (2)
1-1/4".
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891-021
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4)
EXISTING 159' OF 12"ST
18"ST VERIFY AT 5. 4% SLOPE
(VERIFY ) HH Aa-S
--- /. ............0477"......;
.--/
0 MH #5-S O • 180' OF 12"ST
AT 1. 0% SLOPE
EXITING
PAvED PARKING O 0
Y Y
REVISION TO SHEET M- 6
SCALE: 1 " = 30 '
st, .R _ 6Rply'4y
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STATE OF it.?
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''a;�nH NON ADDITION TO AND RENOVATION
OF CARMEL HIGH SCHOOL PHASE 1A
0 ..../Z-10,4_,_ �4" - ADDENDUM tt2
J UL Y 1 1 , 1 990
E. I . B. JOB u 891 - 021
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Pages 1 through 5, inclusive, constitute the total makeup of ADDENDUM
NUMBER TWO.
EVERETT I. BROWN COMPANY
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