Addendum No. 2 for New Baseball Fields #13-PK-07-C-01ADDENDUM NO. 2
March 22, 2013
City of Schertz Baseball Complex
RFCSP No. 13- PK- 07 -C -01
Issued by: LUCK Design Team
9600 Escarpment Boulevard, Suite 745 -4
Austin, Texas 78749
Phone: 512.810.0684
Contact: Brent Luck
bluck @luckdesignteam.com
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The contract documents are herby revised or clarified per the following comments. This
addendum is to be noted on the bid form and becomes part of the contract documents for this
project.
Item Reference Description
1
Construction
Addition: Sheet A2.2: a note was added specifying the type of
Documents
drinking fountains at the storage building (see attached).
2
Construction
Modification: Sheet P -1: Under "Plumbing Fixture Connection
Documents
Schedule" the remarks for fixture DF has been modified to read
as follows: "a. ELKAY #LVRCDS, Wall Mount, Barrier Free,
Vandal Resistant'.
3
Construction
Modification: Sheet P -1: Under "Plumbing Fixture Connection
Documents
Schedule" the remarks for fixture DF -1 has been modified to read
as follows: "a. ELKAY #LVRCDS, Wall Mount, Barrier Free,
Vandal Resistant'.
4
Project Manual
Addition: Specification 16528 " Exterior Athletic Lighting
Performance Specification ": Section 1.1, Line C5 has been
added to read as follows:
"Clarification of Pole re -use for City of Schertz Baseball Phase 2
— Revision 1:
Existing Field, Poles A8 & A9
• These poles will remain in place and be re -used.
• (3) new lamps will be provided for each pole.
Existing Field, Poles B10 & B11
• These will be brand new, complete poles
End of Addendum No. 2
Field 1, Poles B8 & B9
• These poles are re- located from the Existing Field B
poles.
• These poles retain the same labeling that they previously
had on Existing Field.
• (1) new base and (3) new fixtures will be used out for
these poles.
Field 1, Poles B 12, B 13, C5, C6
• These will be brand new, complete poles
Field 2 & Field 3, All poles
• These will be brand new, complete poles"
5
Addendum No. 1
Modification: Addendum No. 1, Item 6: Detail 9, Sheet L5: the
detail for the field light pole bases has been modified (see
attached).
End of Addendum No. 2
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Schertz Baseball Complex
City of Schertz
ILUCK
DESIGN TEAM
PLANNING LANDSCAPE ARCHITECTURE
600 Escarpment Boulevard - Suite 745 -4 ° Austin, Texas 78749 • 512.810.0684
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Schertz Baseball Complex
City of Schertz
ILUCK
DESIGN TEAM
PLANNING LANDSCAPE ARCHITECTURE
600 Escarpment Boulevard - Suite 745 -4 ° Austin, Texas 78749 • 512.810.0684
LIGHT STRUCTURE
STEEL POLE BY
MUSCO LIGHTING
(SEE POLE ID)
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POLE FOUNDATION SCHEDULE
POLE
DESIGNATION
FORCES
DRILLED PIER
MOMENT (M)
FT -LBS
SHEAR (V)
LBS
VERTICAL (P)
LBS (1.)
DIAMETER
INCHES
EMBEDMENT
DEPTH
CONCRETE
BACKFILL
YD (2.)
Al2
32,179
849
931
36
10' -0"
1.9
A13
42,090
1,005
1,359
36
10' -0"
1.9
A14
32,611
856
931
36
10' -0"
1.9
B8, B9
32,179
849
931
36
10' -0"
1.9
B10, B11, B14, B15
64,151
1,302
1,764
30
12' -0"
1.5
B12, B13
63,015
1,287
1,764
30
12' -0"
1.5
B16
67,952
1,360
1,854
30
12' -0"
1.5
B17
69,269
1,377
1,854
30
12' -0"
1.5
C5, C6
35,786
904
1,179
36
10' -0"
1.9
C7, C8
40,522
980
1,269
36
1 10' -0"
1.9
V
"— SOIL BACKFILL,
1. WEIGHT OF POLE, FIXTURES AND ACCESSORIES.
2. MINIMUM CONCRETE BACKFILL VOLUME, SITE CONDITIONS MAY REQUIRE ADDITIONAL BACKFILL.
DRILLED PIER DIAMETER
(SEE POLE FNDTN. SCH.)
POLE FOUNDATION ELEV.
SCALE: NOT TO SCALE
SOIL BACKFILL NOTE:
THE TOP TWO FEET OF ANNULUS MAY BE
BACKFILLED WITH SOIL, WITH A
CLASSIFICATION OF CLASS 5 OR BETTER
IN ACCORDANCE WITH IBC - TABLE 1804.2.
PRECAST BASE IDENTIFICATION
PRECAST
BASE TYPE
PRECAST
BASE WEIGHT
PRECAST
BASE LENGTH
SEE NOTE BELOW
= w
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OUTSIDE
DIAMETER
213
1,690 LBS
17' -3"
IL o
w
p.
12.00"
3B
2,470 LBS
20' -0"
8' -0"
12' -0"
13.37"
3 (3)
ULIGHT
138,139
LSS60AA
2B
STRUCTURE
6.9
B10, B11, B14, B15
LSS70B
313
PRECAST BASE BY
g z
612, 613
LSS70B
3B
MUSCO LIGHTING
15.0
B16
LSS70B
313
(SEE POLE ID)
o
B17
LSS70B
3B
7(4+3)
�
C5, C6
LSS60A
213
4 (4)
w Z
C7, C8
LSS60A
2B
5 (5)
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a.
CONCRETE
p o
BACKFILL
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n
w
❑ w
UNDISTURBED,
IN -SITU SOIL
DRILLED PIER DIAMETER
(SEE POLE FNDTN. SCH.)
POLE FOUNDATION ELEV.
SCALE: NOT TO SCALE
SOIL BACKFILL NOTE:
THE TOP TWO FEET OF ANNULUS MAY BE
BACKFILLED WITH SOIL, WITH A
CLASSIFICATION OF CLASS 5 OR BETTER
IN ACCORDANCE WITH IBC - TABLE 1804.2.
PRECAST BASE IDENTIFICATION
PRECAST
BASE TYPE
PRECAST
BASE WEIGHT
PRECAST
BASE LENGTH
PROJECTION
ABOVE GRADE
STANDARD
EMBEDMENT
OUTSIDE
DIAMETER
213
1,690 LBS
17' -3"
7' -3"
10' -0"
12.00"
3B
2,470 LBS
20' -0"
8' -0"
12' -0"
13.37"
POLE IDENTIFICATION
POLE
DESIGNATION
POLE
TYPE
PRECAST
BASE TYPE
FIXTURE
CONFIGURATION
(FIX. PER XARM)
FIXTURE AND
ACCESSORIES
EPA (FT )
Al2
LSS60AA
213
3 (3)
6.9
A13
LSS60A
213
6(3)/(3)
12.6
A14
LSS60AA
213
3 (3)
7.2
138,139
LSS60AA
2B
3 (3)
6.9
B10, B11, B14, B15
LSS70B
313
6 (6)
15.6
612, 613
LSS70B
3B
6 (6)
15.0
B16
LSS70B
313
7(4+3)
17.5
B17
LSS70B
3B
7(4+3)
182
C5, C6
LSS60A
213
4 (4)
9.2
C7, C8
LSS60A
2B
5 (5)
12.0
DESIGN NOTES
DESIGN PARAMETERS:
WIND: 90 MPH (EXP. C, I = 1.0) PER IBC CODE, 2006 EDITION (ASCE 7 -05).
DESIGN WIND PARAMETERS ARE NOTED. ACTUAL WIND SPEED AND EXPOSURE MUST
BE VERIFIED FOR THE SITE BY THE PROPER GOVERNING OFFICIAL.
GEOTECHNICAL PARAMETERS:
ALLOWABLE END BEARING SOIL PRESSURE: 2,500 PSF
ALLOWABLE LATERAL SOIL BEARING PRESSURE: 0 PSF /FT (GRADE TO - 2' -0 "),
150 PSF /FT ( -2' -0" TO 4-0 "), 300 PSF /FT (BELOW 4-0 ")
IN ACCORDANCE WITH THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE,
CHAPTER 18.
DESIGN SOIL PARAMETERS ARE AS NOTED. ACTUAL ALLOWABLE SOIL PARAMETERS
MUST BE VERIFIED ON SITE. REFERENCE SOILS AND FOUNDATION REPORT, NO.
ASA12- 078 -00, PREPARED BY RABA KISTNER CONSULTANTS, INC.; SAN ANTONIO, TX.
A GEOTECHNICAL ENGINEER OR REPRESENTATIVE OF IS RECOMMENDED (NOT
REQUIRED) TO BE AVAILABLE AT THE TIME OF THE FOUNDATION INSTALLATION TO
VERIFY THE SOIL DESIGN PARAMETERS AND TO PROVIDE ASSISTANCE IF ANY
PROBLEMS ARISE IN FOUNDATION INSTALLATION.
ENCOUNTERING SOIL FORMATIONS THAT WILL REQUIRE SPECIAL DESIGN
CONSIDERATIONS OR EXCAVATION PROCEDURES MAY OCCUR. POLE FOUNDATIONS
WILL NEED TO BE ANALYZED ACCORDING TO THE SOIL CONDITIONS THAT EXIST. IF
ANY DISCREPANCIES OR INCONSISTENCIES ARISE, NOTIFY THE ENGINEER OF SUCH
DISCREPANCIES. FOUNDATIONS WILL THEN BE REVISED ACCORDINGLY. REVISIONS
WILL BE ANALYZED PER RECOMMENDATIONS DIRECTED BY A REGISTERED ENGINEER.
ALL EXCAVATIONS MUST BE FREE OF LOOSE SOIL AND DEBRIS PRIOR TO
FOUNDATION INSTALLATION AND CONCRETE BACKFILL PLACEMENT. TEMPORARY
CASINGS OR DRILLERS SLURRY MAY BE USED TO STABILIZE THE EXCAVATION DURING
INSTALLATION. CASINGS MUST BE REMOVED DURING CONCRETE BACKFILL PLACEMENT.
CONCRETE BACKFILL MUST BE PLACED WITH A TREMIE WHEN SLURRY OR WATER IS
PRESENT WITHIN THE EXCAVATION OR WHEN THE FREE DROP EXCEEDS 6-0 ".
CONTRACTOR MUST BE FAMILIAR WITH THE COMPLETE SOIL INVESTIGATION REPORT
AND BORINGS, AND CONTACT THE GEOTECHNICAL FIRM (IF NECESSARY) TO
UNDERSTAND THE SOIL CONDITIONS AND THE POSSIBILITY OF GROUND WATER
PUMPING AND EXCAVATION STABILIZATION OR BRACING DURING PRECAST BASE
INSTALLATION AND PLACEMENT OF CONCRETE BACKFILL.
CONCRETE:
CONCRETE SHALL BE AIR - ENTRAINED AND HAVE A MINIMUM COMPRESSIVE DESIGN
STRENGTH AT 28 DAYS OF 3,000 PSI. 3,000 PSI CONCRETE SPECIFIED FOR EARLY POLE
ERECTION, ACTUAL REQUIRED MINIMUM ALLOWABLE CONCRETE STRENGTH IS
1,000 PSI. ALL PIERS AND CONCRETE BACKFILL MUST BEAR ON AND AGAINST FIRM
UNDISTURBED SOIL.
GENERAL NOTES:
FIXTURES MUST BE LOCATED TO MAINTAIN 10' -0" MINIMUM HORIZONTAL CLEARANCE
FROM ANY OBSTRUCTION. POLES, FIXTURES, PRECAST BASES, ELECTRICAL ITEMS AND
INSTALLATION PER MUSCO LIGHTING.
PRELIMINARY
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125491
DATE
22 MARCH 2013
DRAWING NUMBER
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DATE
22 MARCH 2013
DRAWING NUMBER
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