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