KISINGER CAMPO & ASSOCIATES, CORP.
ADDENDUM NO.: 0NE (01)
201 North Franklin Street, Suite 400 Tampa, FL 33602
Phone: (813) 871-5331 www.kisingercampo.com
PROJECT: STEINBRENNER PARKING EXPANSION PROJECT NUMBER: ADENDUM NO.: ONE (01) ADDENDUM DATE: April 11, 2016 The following items hereby become a part of the Contract Documents for the above reference project: ____________________________________________________________________________________
IN THE SPECIFICATIONS
1. 02825 – ORNAMENTAL ALUMINUM FENCING
A. Add Paragraph 2.1, B as follows:
“B. The ornamental rolling cantilever gate system shall conform to Specrail SPECURITYTM Cantilever Gates (Basis of Design).
1. Style: Storrs.”
2. 02999 – SIGNAGE AND STRIPING
A. Add to Paragraph 2.1 as follows:
“TRAFFIC SIGNS
The following traffic signs should be provided where needed. All signs are to be FDOT compliant. The preferred sign size is noted below. In the event of a size discrepancy, FDOT regulations are to be followed. Signs are to be mounted on 11’ posts with the bottom of the sign at 7’-2” above grade unless otherwise noted. Please refer to the MUTCD and FDOT standards, which is available on-line.
DO NOT ENTER 30 x 30 EXIT 24 x 18 ONE-WAY RIGHT 36 x 12 STOP 30 x 30 STUDENT PARKING 12 x 18 WRONG WAY (R&W) 30 x 24 OBJECT MARKER SIGN (OM3-L) 12 X 36 THIS PARKING LOT IS NOT PROTECTED. THE SCHOOL BOARD IS NOT RESPONSIBLE FOR LOSS OR DAMAGE TO YOUR VEHICLE OR ITS CONTENTS 36 x 48 mounted on two
posts with the bottom of the
sign at 4’ above grade” ON THE DRAWINGS
3. Cover Sheet. Updated submittal title and date.
4. Refer to Sheet C-1 Paving and Drainage Plan with Demolition & Erosion Control, dated 03/25/2016.
A. Replace Sheet C-1, dated 03/25/2016, with Sheet C-1 marked with Revision 1, Addendum 1, dated 04/11/2016.
5. Refer to Sheet C-2 Signing and Marking Plan, dated 03/25/2016.
KISINGER CAMPO & ASSOCIATES, CORP.
ADDENDUM NO.: 0NE (01)
201 North Franklin Street, Suite 400 Tampa, FL 33602
Phone: (813) 871-5331 www.kisingercampo.com
A. Replace Sheet C-2, dated 03/25/2016, with Sheet C-2 marked with Revision 1, Addendum 1, dated 04/11/2016.
6. Refer to Sheet C-3 Fencing Plan, dated 03/25/2016.
A. Replace Sheet C-3, dated 03/25/2016, with Sheet C-3 marked with Revision 1, Addendum 1, dated 04/11/2016.
ATTACHMENTS
Cover Sheet with updated title Addendum 1, dated 04/11/2016.
Sheet C-1 marked with Revision 1, Addendum 1, dated 04/11/2016.
Sheet C-2 marked with Revision 1, Addendum 1, dated 04/11/2016.
Sheet C-3 marked with Revision 1, Addendum 1, dated 04/11/2016.
END OF ADDENDUM NO. ONE (01) / SteinbrennerParkingExpansion_Addendum01-20160411.pdf
Section 35, Township 28, Range 19
T
T
1
PLAN INDEXCOVER SHEET
A1.1 DEMOLITION PLAN
C-1 PAVING AND DRAINAGE PLAN WITH DEMOLITION &
EROSION CONTROL
C-2 SIGNING AND MARKING PLAN
C-3 FENCING PLAN
C-4 PAVING & DRAINAGE DETAILS
C-5 STORMWATER POLLUTION PREVENTION PLAN
E-1 ELECTRICAL NOTES AND SCHEDULES
E-2 ELECTRICAL SITE PLAN
E-3 PHOTOMETRIC SITE PLAN
CONSULTANTS
ADDENDUM 1
APRIL 11, 2016
ARCHITECT:
Wilder Architecture, Inc.
1517 E. Seventh Ave., Suite C
Tampa, FL 33605
(813) 242-6677
www.wilderarchitecture.com
ELECTRICAL ENGINEER
Anston-Greenlees, Inc.
1315 W. Fletcher Ave.
Tampa, FL 33612
(813) 963-1919
www.agi-engineers.com
GEOTECHNICAL ENGINEER:
Professional Service Industries, Inc.
5801 Benjamin Center Dr., Suite 112
Tampa, FL 33634
(813) 886-1075
www.psiusa.com
SURVEYOR:
W.C. Sherrill and Company, LLC
26232 Wesley Chapel Blvd.
Lutz, FL 33559
(813) 345-4270
www.wcsherrill.com
©
Hillsborough County Public Schools901 East Kennedy Boulevard
Tampa, Florida 33602
STEINBRENNER HIGH SCHOOL PARKING LOT
engineering - inspection - planning
One Tampa City Center
201 N. Franklin Street. Suite 400
Tampa, FL 33602
(813) 871 -5331
PREPARED BY:
PROJECT LOCATION:
VICINITY OF LUTZ LAKE FERN ROADWEST AND STEINBRENNER HIGH SCHOOL
LUTZ, FLORIDA 33558
OWNER:
A
A
CONST. TYPE I - STAKED TURBIDITY
BARRIER BANK TO BANK.
APPROX. LOCATION OF
EXISTING GATE
APPROX. LOCATION OF
EXISTING BURIED UTILITY LINES
CONST. TYPE III STAKED SILT
FENCE, SEE STORM WATER
POLLUTION PREVENTION PLAN.
LIMITS OF CONSTRUCTION
TIE NEW POND CONTOUR
INTO EXISTING GRADE.
EXIST. STORM STRUCTURE TO BE
REMOVED AND PIPES TO REMAIN, SEE
PAVING & DRAINAGE DETAILS.
TIE NEW POND CONTOUR
INTO EXISTING.
EXIST. UTILITIES TO REMAIN
RELOCATE EXIST. FENCE
(SEE FENCING PLAN)
EXIST. STORM STRUCTURE
AND PIPE TO REMAIN
EXIST. UTILITY POLES
TO BE REMOVED
REMOVE/RELOCATE EXIST.
FENCE (SEE FENCING PLAN)
REMOVE EXIST. LIFT STATION AND ASSOCIATED
PIPING & CAP AT PROPERTY LINE
55'
40'
66'
5'
SAWCUT EXIST. ASPHALT AND
CONST. NEW EDGE OF PAVEMENT
CONST. CONCRETE COLLAR,
PER FDOT INDEX 280
BB
6'
6
2
.
0
0
6
1
.
8
0
6
1
.
8
0
6
1
.
8
0
6
1
.
3
0
6
0
.
0
0
6
0
.
0
0
6
1
.
3
5
6
1
.
0
5
M
A
T
C
H
E
X
I
S
T
I
N
G
6
0
.8
5
6
0
.0
0
6
0
.
0
0
6
0
.
2
4
6
0
.
8
0
6
1
.
0
4
6
0
.
2
4
6
1
.
8
0
6
1
.
5
0
6
0
.
6
0
M
A
T
C
H
E
X
I
S
T
I
N
G
6
2
.
0
0
CONST. 30 L.F. 18" RCP @ 1.00%
CONST. 120 L.F. 18" RCP @ 0.50%
CONST. 30 L.F. 18" RCP @ 1.00%
CONST. 120 L.F. 18" RCP @ 0.50%
M
A
T
C
H
E
X
I
S
T
I
N
G
CONST. 6' WIDE SIDEWALK @ 2.0%
MAX CROSS SLOPE AND FLUSH
WITH NEW & EXISTING PAVEMENT
CONST. 5' WIDE SIDEWALK
@ 2.0% MAX CROSS SLOPE
FLUSH WITH NEW PAVEMENT
D-1A
WE
T D
ET
EN
TIO
N P
ON
D B
OT
TO
M
BO
TT
OM
=5
1.5
LITTORAL
SHELF
TO
B=
60
.0
G/C
=5
5.0
EL.=56.0
3:1 2:1
2:1
BO
TT
OM
=56.0
3:1
D-4D-5
D-3
D-2
MES-1
MES-2
CONST. WHEEL STOP PER
FDOT INDEX 300 (TYP.)
RELOCATE EXIST. FENCE
(SEE FENCING PLAN)
M
A
T
C
H
E
X
I
S
T
I
N
G
M
A
T
C
H
E
X
I
S
T
I
N
G
6
2
.
1
0
M
A
T
C
H
E
X
I
S
T
I
N
G
M
A
T
C
H
E
X
I
S
T
I
N
G
REMOVE ALL ONSITE WATER MAIN
PIPING AND CAP AT PROPERTY LINE.
EXISTING WATER METER AND
ASSEMBLY TO REMAIN.
6
1
.
4
4
6
1
.
2
0
6
0
.
8
0
6
1
.
4
0
6
0
.
6
0
6
1
.
5
0
6
0
.2
4
6
0
.8
2
6
0
.9
0
6
0
.3
0
6
0
.8
7
8'
EXISTING STAFF PARKING LOT
REMOVE ALL EXIST. FACILITIES
LOCATED WITHIN THE PROJECT LIMITS
UNLESS NOTED BY THE ENGINEER
D-1B
377'
51'
50'
CONST. (2) CONCRETE
COLLARS PER FDOT INDEX 280.
REVISIONSNO.
FILE NO.
SCALE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
OF
SHEET
DATE
Kisinger Campo & Associates Corp.
©62955FLA. REGISTERED ENGINEER NO.
2201509
ACM
AARON C. MEARES, P.E.
STEINBRENNER HIGH PARKING LOT
1"=30'
Feet
0 30 60
ACM
LEGEND:
2
2
.
9
6
1
.
7
4
T
T
1
SITE DATA - STEINBRENNER HIGH PARKING LOT
PARKING:
EXISTING PARKING SPACES 701 (ENTIRE SCHOOL
CAMPUS)
EXISTING HANDICAP SPACES 16
EXISTING TOTAL SPACES 717
EXISTING PARKING SPACES 129 (STAFF LOT)
EXISTING HANDICAP SPACES 6
EXISTING TOTAL SPACES 135
PROPOSED REGULAR SPACES 124 (STAFF LOT)
PROPOSED HANDICAP SPACES 6
TOTAL PROPOSED SPACES 130
PROPOSED REGULAR SPACES 175 (NEW STUDENT LOT)
PROPOSED HANDICAP SPACES 2
TOTAL PROPOSED SPACES 177
PROPOSED REGULAR SPACES 875 (ENTIRE CAMPUS)
PROPOSED HANDICAP SPACES 18
TOTAL PROPOSED SPACES 717-135+(130+177)=889
ASPHALT PARKING - PROPOSED
CONCRETE - PROPOSED
SOD - PROPOSED
LIMITS OF CONSTRUCTION
LIMITS OF SURFACE WATER
SILT FENCE
FLOATING TURBIDITY BARRIER - TYPE I
FLOW PATTERN - PROPOSED
GRADE - EXISTING
GRADE - PROPOSED
SITE BENCHMARK
STORM PIPE - PROPOSED
STORM STRUCTURE - PROPOSED
TREE TO BE REMOVED
C-1
PAVING AND DRAINAGE PLAN WITH
DEMOLITION & EROSION CONTROL
TCN
DRAINAGE STRUCTURE INFORMATION
SITE DATA - STEINBRENNER HIGH PARKING LOT
1. S-T-R 8-27S-18E
2. FOLIO NUMBER 012979-5702
3. SITE AREA 110,207 S.F. (2.53 AC ±)
4. SITE ZONING PD 86-01143 (PRS 15-0679)
5. PROPOSED PROJECT USES: HIGH SCHOOL PARKING FACILITY
6. FLOOD ZONE ZONE "X" PER FIRM PANEL No. 12057C0041H & 12057C0043H
(DATED 4/28/08)
7. DRAINAGE PER HILLSBOROUGH COUNTY LAND DEVELOPMENT CODE
8. BUFFERING PER HILLSBOROUGH COUNTY LAND DEVELOPMENT CODE
9. SCREENING PER HILLSBOROUGH COUNTY LAND DEVELOPMENT CODE
10. LIGHTING PER HILLSBOROUGH COUNTY LAND DEVELOPMENT CODE
03/25/2016
Aaron C. Meares State of Florida, Professional Engineer, License No. 62955
This item has been electronically signed and sealed by Aaron C. Meares, PE
on 03/22/2016 using a SHA-1 authentication code.
Printed copies of this document are not considered signed and sealed and the
SHA-1 authentication code must be verified on any electronic copies.
ADDENDUM 104/11/20161
1
1
1
CONST 6' WIDE, 24"
WHITE CROSSWALK
STRIPING @ 4' SPACING
R5'
24'
R4'
R4'
R4'
R4'
R4'
R10'
R4'
2
4
'
R
2
8
'
R3'
CONST. DIRECTIONAL ARROWS
PER FDOT INDEX 17346 (TYP.)
6" WHITE (TYP.)
18'
24' 36' 24' 36' 24' 36' 24'
R15'
5'
12'
(T
YP
.)
CONST. SCHOOL MARQUEE
SIGN (SEE ELECTRICAL PLANS)
9'
(T
YP
.)
EXISTING STAFF PARKING LOT
22
40 55 60
12" WHITE STOP BAR
STRIPE AND SIGN HANDICAP
PARKING SPACES AND LOADING
ZONE PER FDOT INDEX 17346 (TYP.).
SIGNS: FTP-21-06 & FTP-22-06
R1-1
R5-1a
R5-1a
R1-1
12" WHITE STOP BAR
12" WHITE STOP BAR
R34'
DO NOT
ENTER
REVISIONSNO.
FILE NO.
SCALE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
OF
SHEET
DATE
Kisinger Campo & Associates Corp.
©62955FLA. REGISTERED ENGINEER NO.
2201509
ACM
AARON C. MEARES, P.E.
STEINBRENNER HIGH PARKING LOT
1"=30'
Feet
0 30 60
ACM
LEGEND:
6
1
.
7
4
ASPHALT PARKING - PROPOSED
CONCRETE - PROPOSED
SOD - PROPOSED
LIMITS OF CONSTRUCTION
GRADE - EXISTING
SITE BENCHMARK
NEW SIGN POST AND PANEL
DIRECTIONAL ARROW
PARKING COUNT
C-2
SIGNING AND MARKING PLAN
TCN
60
SIGN LEGEND - STEINBRENNER HIGH PARKING LOT
DESIGNATION
R5-1a
R1-1
R6-1R
OM-3L
R5-1
SIGN OR PLAQUE SIZE
30"x30"
36"x24"
36"x12"
12"x18"
36"X48"
24"X18"
12"X36"
30"X30"
NOTE:
1. ALL PAVEMENT MARKING TO BE PAINT.
03/25/2016
DO NOT
ENTER
ADDENDUM 104/11/20161
1
1
1
1
THIS PARKING LOT
IS NOT
PROTECTED. THE
SCHOOL BOARD IS
NOT RESPONSIBLE
FOR LOSS OR
DAMAGE TO YOUR
VEHICLE OR ITS
CONTENTS
THIS PARKING LOT
IS NOT
PROTECTED. THE
SCHOOL BOARD IS
NOT RESPONSIBLE
FOR LOSS OR
DAMAGE TO YOUR
VEHICLE OR ITS
CONTENTS
746' EXIST. CHAIN LINK
FENCE TO BE REMOVED
567' OF EXIST. 6' METAL
FENCE TO BE RELOCATED
EXIST. 6' METAL FENCE
TO BE RELOCATED
EXIST. 6' METAL FENCE
TO BE RELOCATED
360' OF RELOCATED
6' METAL FENCE
137' OF RELOCATED
6' METAL FENCE
235' OF RELOCATED
6' METAL FENCE
EXISTING FENCE
TO REMAIN,
REPLACE CHAIN
LINK FENCE
SECTIONS
ALONG SCHOOL
PROPERTY ONLY
42' OF RELOCATED
6' METAL FENCE
CONST. 6'x27'
CANTILEVER
ROLLING GATE
2'
3'
1
0
'
EXISTING STAFF PARKING LOT
5'
108' OF EXIST. 6'
METAL FENCE
TO REMAIN
22' OF RELOCATED
6' METAL FENCE
30'
30' RURAL
SCENIC
CORRIDOR
REVISIONSNO.
FILE NO.
SCALE:
DATE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
OF
SHEET
DATE
Kisinger Campo & Associates Corp.
©62955FLA. REGISTERED ENGINEER NO.
2201509
ACM
TCN
AARON C. MEARES, P.E.
STEINBRENNER HIGH PARKING LOT
1"=30'
ACM
LEGEND:
6
1
.
7
4
CHAIN LINK FENCE - EXISTING (CLF)
METAL FENCE - EXISTING (MLF)
METAL FENCE - PROPOSED (MLF)
GRADE - EXISTING
SITE BENCHMARK
FENCING PLAN
C-3
Feet
0 30 60
FENCE DATA - STEINBRENNER HIGH PARKING LOT
03/25/2016
FENCE TO BE RELOCATED (L.F.)
465
567
TOTAL = 1032 TYPE: METAL
PROPOSED FENCING (L.F.)
235
245
137
42
360
22
TOTAL = 1041 TYPE: METAL
NEW FENCE = (1032-1041) = -9 L.F.
NOTES
1. THE ORNAMENTAL METAL FENCING SYSTEM SHALL CONFORM TO SPECRAIL
ALUMINUM ORNAMENTAL FENCING (BASIS OF DESIGN), STYLE: STORRS.
REFER TO FENCE SPECIFICATIONS.
2. TEMPORARY FENCING IS REQUIRED AROUND THE ENTIRE SITE DURING
CONSTRUCTION. CONTRACTOR MAY RELOCATE AND USE EXISTING CHAIN
LINK FENCE AS TEMPORARY FENCE.
ADDENDUM 104/11/20161
1
1
1
1