CITY OF TAMPA · summary of pay items city of tampa transportation department ... 522 2 conc. sidewalk, ... adjustment work shall be included in the pay item

CITY OF TAMPA

CONTRACT ADMINISTRATION DEPARTMENT

Michael W. Chucran, Director .

306 E. Jackson Street, 4N • Tampa, Florida 33602 • (813) 274-8456 • FAX: (813) 274-8080

Bob Buckhorn, Mayor

ADDENDUM NO. 2

DATE: August 10, 2015

Contract 15-C-00033; Cypress Street (SR 60/U-Path to West Shore Blvd.) Bike Lane/Sidewalk Bidders on the above referenced project are hereby notified that the following addendum is made to the Contract Documents. BIDS TO BE SUBMITTED SHALL CONFORM TO THIS NOTICE. Item 1: The bid date is hereby changed to August 18, 2015 Item 2: Replace Plan Sheets 1, 2 and 7 with the attached plan sheets 1, 2 and 7 revised 8/06/15.

Item 3: Attached for convenience is the pre-bid sign-in sheet.

All other provisions of the Contract Documents and Specifications not in conflict with this Addendum shall remain in full force and effect. Questions are to be e-mailed to Contract [email protected]. Jim Greiner Jim Greiner, P.E., Contract Management Supervisor

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS

COMPONENTS OF CONTRACT PLANS SET

KEY SHEET OF EACH COMPONENT

A DETAILED INDEX APPEARS ON THE

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

PLANS PREPARED BY:

NINA S. MABILLEAU

NO.

SHEET

YEAR

FISCAL

ROADWAY SHOP DRAWINGS

ROADWAY PLANS

4:46:57 PM Y:\13-05-1891 RFP 13 D 000027 4 Walk Bike Projs Design Cypress St Corr\43271410000\roadway\keysrd01.dgnaepperson 8/7/2015

1 15

INDEX OF ROADWAY PLANS

DESCRIPTIONDATE

8/06/15

KEY SHEET REVISIONS

BID ADDENDUM #1

BEE LINEEXPRESSWAY

FLO

RID

A S

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

LENGTH OF PROJECT

ROADWAY

GROSS LENGTH OF PROJECT

NET LENGTH OF PROJECT

BRIDGES

EXCEPTIONS

LINEAR FEET MILES

3,910.65

NA

3,910.65

2,353.80

6,264.45

0.741

NA

0.741

0.445

1.186

following web site:

For Design Standards click on the "Design Standards" link at the

click on the "Specifications" link at the following web site:

For the Standard Specifications for Road and Bridge Construction

GOVERNING STANDARDS AND SPECIFICATIONS:

http://www.dot.state.fl.us/rddesign/

http://www.dot.state.fl.us/specificationsoffice/

Design Standards

Standard Specifications

N

TAMPA, FL 33607

2709 N. ROCKY POINT DR., SUITE 104

SAM SCHWARTZ ENGINEERING, D.P.C., PA

GREGORY S. TRIM, P.E.

TO BE SUBMITTED TO:

SAM SCHWARTZ ENGINEERING , D.P.C., PA


TAMPA, FL 33607

CERTIFICATE OF AUTHORIZATION 30268

VENDOR NO.: 46-1885050

PROJECT LOCATION

CITY OF TAMPA

ENGINEER OF RECORD: GREGORY S. TRIM, P.E.

P.E. NO.: 52935

CHRIS MEARES, P.E. GEC PROJECT MANAGER:

STA. 10+63.08

BEGIN PROJECT

STA. 16+15.90

END PROJECT

STA. 10+00.00

END EXCEPTION

CITY OF TAMPA PROJECT MANAGER:

PROJECT LENGTH IS BASED ON £ OF SURVEY

CONTRACT NO.

UTILITY ADJUSTMENTS

STORMWATER POLLUTION PREVENTION PLAN

DRIVEWAY CROSS SECTIONS

SPECIAL DETAILS

ROADWAY PLAN

GENERAL NOTES

PROJECT LAYOUT

TYPICAL SECTION

SUMMARY OF PAY ITEMS

KEY SHEET

SHEET DESCRIPTION

FPN: 432714-1-58-01

CITY OF TAMPA PROJECT ID 1000263

Construction, as amended by Contract Documents.

Division II and III Standard Specifications for Road and Bridge

revised Index Drawings as appended herein, and January 2015

Florida Department of Transportation, 2015 Design Standards and

NTS

FIN

AL P

LA

NS S

UB

MIT

TA

L -

04/6/15

(FEDERAL FUNDS)

SIGNING AND PAVEMENT MARKINGS

ROADWAY PLANS

STA. 10+00.00 E FRONTAGE RD.

STA. 37+52.33 W CYPRESS ST.

24 - 32

23

22

18 - 21

9 - 17

7 - 8

5 - 6

3 - 4

2

1

SHEET NO.

STA. 16+05.50

BEGIN EXCEPTION

BIKE LANE/SIDEWALK PROJECT

CYPRESS STREET CORRIDOR FROM U-PATH TO WESTSHORE BLVD.

1

REVISIONS

ROADWAY SHEETS 2 & 7 (REVISED 8/06/15)

ITEM NO.

PAY

DESCRIPTION UNIT QUANTITY

SIGNING & PAVT. MARKING PAY ITEMS

ITEM NO.

PAY


ROADWAY PAY ITEMS

PAY ITEM NOTES:

8/7/2015aepperson Y:\13-05-1891 RFP 13 D 000027 4 Walk Bike Projs Design Cypress St Corr\43271410000\roadway\CESSRD01.DGN4:47:01 PM

2 1000263

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

SUMMARY OF PAY ITEMS

CITY OF TAMPA

TRANSPORTATION DEPARTMENT



P.E. LICENSE NUMBER 52935

SAM SCHWARTZ ENGINEERING

TAMPA, FL 33607


CITY PROJECT IDFINANICAL PROJECT ID

432714-1-58-01

ITEM NO.

PAY


UTILITY PAY ITEMS

EA 9

1644-800-08 FIRE HYDRANT, RELOCATE, 6" EA 2

SUMMARY OF GRAVITY WALL & STEEL HANDRAIL

STA. TO STA.SIDE

LOCATIONHANDRAIL

STEEL

CY LF

PF FP

CONCRETE

CLASS NS

REMARKSREFERENCE

FIELD BOOK

13+51.70 TO 14+02.46 (CYPRESS) RT 5 51 PED/BIKE RAIL

LT 6 53 PED GUIDERAIL

LT 7 52 PED/BIKE RAIL

13+75.40 TO 14+28.05 (E. FRONTAGE)

15+25.26 TO 15+77.20 (E. FRONTAGE)

653-400 PEDESTRIAN SIGNAL, RELOCATE AS 1

700-1-11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 30

700-1-50 SINGLE POST SIGN, RELOCATE AS 10

700-3-101 SIGN PANEL, F&I GROUND MOUNT, UP TO 12SF EA 2

706-3 RETRO-REFLECTIVE PAVEMENT MARKER EA 30

711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" LF 147

711-14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" LF

711-14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE (BIKE, SHARROW) EA 32

711-14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROWS EA 3

711-16-211 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" NM 0.231

101-1 MOBILIZATION LS 1

102-1 MAINTENANCE OF TRAFFIC LS 1

104-10-3 SEDIMENT BARRIER LF 2534

104-11 FLOATING TURBIDITY BARRIER LF 20

104-18 INLET PROTECTION SYSTEM EA 16

110-1-1 CLEARING AND GRUBBING AC 0.750

110-4 REMOVAL OF EXISTING CONC. PAVEMENT SY

120-1 REGULAR EXCAVATION CY 86

120-6 EMBANKMENT CY 27

400-0-11 CONCRETE CLASS NS, GRAVITY WALL CY 17.0

EA 1

430-175-115 PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 15" S/CD LF 8

515-1-1 PIPE HANDRAIL - GUIDERAIL, STEEL LF 70

515-2-211 PEDESTRIAN/BICYCLE RAILING, STEEL 42", TYPE 1 LF 131

520-2-4 CONC. CURB, TYPE D LF 33

520 3 VALLEY GUTTER CONC. LF 101

522-1 CONC. SIDEWALK, 4" THICK SY 2779

522 2 CONC. SIDEWALK, 6" THICK SY 251

523-1 PATTERNED PAVEMENT, VEHICULAR AREAS SY 54

527-2 DETECTABLE WARNINGS SF 231

570-1-2 PERFORMANCE TURF, SOD SY

339-1 TNMISCELLANEOUS ASPHALT PAVEMENT 3.08

SY 20524-1-29 CONC. DITCH PAVEMENT, 4" REINF.

2548

425-6 VALVE BOXES, ADJUST EA 5

EA 10

425-5-1 MANHOLE, ADJUST, UTILITIES

1060-25

9 130

UTILITY STRUCTURE, ABOVE GROUND, ADJUST & MODIFY

LT

LT

15+77.56 TO 16+01.20 (E. FRONTAGE) 28 PED/BIKE RAIL

15+87.61 TO 16+00.82 (E. FRONTAGE) 17 PED GUIDERAIL

-

-

TYPE T GRATE INLET (CITY OF TAMPA)

SY 41285-701 OPTIONAL BASE GROUP 01

334-1-11 TNSUPERPAVE ASPHALTIC CONC. TRAFFIC A 3.4

*

* NOTE: VOLUME OF THICKEN SIDEWALK PAID FOR NON-STRUCTURAL CONCRETE GRAVITY WALL.

SHALL INCLUDE THE COST OF ANY EXCAVATION NEEDED FOR DRIVEWAY CONSTRUCTION.6. 522-2:

ADJUSTMENT WORK SHALL BE INCLUDED IN THE PAY ITEM. FOR DELIVERY/RECEIPT OF MATERIALS. THE COST FOR OBTAINING MATERIALS AND THE MATERIALS TO BE FURNISHED BY THE APPROPRIATE UTILITY. THE CONTRACTOR SHALL ARRANGE MANHOLE AND VALVE BOX ADJUSTMENTS ARE TO BE PERFORMED BY THE CONTRACTOR WITH5. 425-5-1 & 425-6:

OF SLOPES SHALL BE INCLUDED IN THE BID PRICE OF THE GRAVITY WALL. OF THE GRAVITY WALL BY MEANS AND METHODS OF HIS OWN. ALL COSTS FOR THE PROTECTION THE CONTRACTOR SHALL PROTECT THE EXISTING ADJACENT SLOPES DURING CONSTRUCTION4. 400-0-11:

INCLUDES THE COST OF THE REMOVAL OF TREES, TREE & ROOT TRIMMING 3. 110-1-1:

INCLUDES THE COST TO MAINTAIN PEDESTRIAN TRAFFIC IN ACCORDANCE WITH FDOT INDEX 600.2. 102-1:

WITHIN THE CONSTRUCTION'S ZONE OF INFLUENCE. INCLUDES THE COST TO PREPARE PRECONSTRUCTION VIDEO OF ALL SURFACE FEATURES1. 101-1:

1

8/06/15 BID ADDENDUM #1 : PAY ITEM NOTE

GENERAL NOTES

8/7/2015aepperson Y:\13-05-1891 RFP 13 D 000027 4 Walk Bike Projs Design Cypress St Corr\43271410000\roadway\gnntrd01.dgn4:47:02 PM

7 1000263

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

GENERAL NOTES (1)

CITY OF TAMPA

TRANSPORTATION DEPARTMENT



P.E. LICENSE NUMBER 52935

SAM SCHWARTZ ENGINEERING

TAMPA, FL 33607


CITY PROJECT IDFINANICAL PROJECT ID

432714-1-58-01

TREE REMOVAL

12. SIDEWALK CURB RAMPS SHALL CONFORM TO THE SPECIAL DETAILS PROVIDED AND INDEX 304.

PARK ACCESS OR PARK ACTIVITIES.

11. NO CONSTRUCTION STAGING OR STOCKPILING SHALL TAKE PLACE IN CYPRESS POINT PARK PROPERTY NOR INTERFERE WITH

ANY CONSTRUCTION ACTIVITIES THAT INTERFERE WITH NORMAL BUS OPERATIONS.

CONTRACTOR SHALL COORDINATE BUS STOP LOCATIONS AND ACCESS WITH THE MANAGING AGENCY, 14 DAYS PRIOR TO

10. ACCESS TO AND FROM ALL BUS STOP BOARDING AND LANDING AREAS SHALL BE MAINTAINED DURING CONSTRUCTION.

COST TO BE INCLUDED IN STANDARD CLEARING AND GRUBBING.

TO REMOVAL OF ANY TREE OR ORNAMENTAL/DECORATIVE SHRUB WITH A TRUNK DIAMETER EXCEEDING 4 INCHES.

SECTION 110, INDEX 546, AND APPLICABLE ADA REQUIREMENTS. CONTRACTOR SHALL CONSULT THE ENGINEER PRIOR

9. TREES WITHIN THE LIMITS OF THIS PROJECT THAT ARE TO REMAIN SHALL BE TRIMMED TO CONFORM TO

8. COORDINATE WITH THE CITY PARKS DEPARTMENT FOR THE RELOCATION OF EXISTING WOOD FENCE.

LAND DEVELOPMENT CODE, CHAPTER 13, TREE AND LANDSCAPE CODE TECHNICAL MANUAL.

10' OF EXISTING PROTECTED TREE SPECIES OR 6' WITHIN EXISTING PALM TREES. REFER TO CITY OF TAMPA

7. ROOT PRUNING TO 8" DEPTH SHALL BE REQUIRED WHEN SUBSURFACE CONSTRUCTION IS PROPOSED WITHIN

WITH THE CITY OF TAMPA TREE ORDINANCE.

INCHES OR MORE IN DIAMETER OR THE TRIMMING OR ROOT PRUNING OF GRAND TREES. TREE REMOVAL SHALL COMPLY

PERMIT, ISSUED BY THE CITY NATURAL RESOURCES DEPARTMENT, IS REQUIRED FOR THE REMOVAL OF ALL TREES FIVE

A TREE REMOVAL URBAN FORESTRY COORDINATOR, ROBERT IRVING, AT [email protected] OR AT 813-274-3100.

6. ALL TREES PROPOSED TO BE TRIMMED, ROOT PRUNED, OR REMOVED, SHALL BE COORDINATED WITH THE CITY

AND WIDTH, UNLESS OTHERWISE SHOWN IN THE PLANS.

5. EXISTING DRIVEWAYS WITHIN THE LIMITS OF THIS PROJECT ARE TO BE REPLACED AT THE SAME LOCATION

LOCATION SURVEYOR, ALEX W. PARNES (813) 975-6781.

NOT BEEN PROPERLY REFERENCED, IMMEDIATELY NOTIFY THE ENGINEER IN CONJUNCTION WITH THE FDOT DISTRICT 7

4. IF ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS IN DANGER OF BEING DESTROYED AND HAS

3. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

TAMPA BENCHMARKS HV-09 0431 (EL 5.485), HV-09 0430 (EL 5.747) AND HV-02 0022 (EL 8.407).

2. ELEVATIONS ARE IN FEET AND BASED ON NAVD 88 DATUM. REFERENCE BENCHMARKS ARE CITY OF

STATIONS Q-18 AND V-261.

TRANSVERSE MERCATOR, WEST ZONE NAD 83/90 AND CONTROLLER BY NATIONAL GEODETIC SURVEY

1. BEARINGS SHOWN HEREON AS (M) ARE BASED ON THE FLORIDA STATE PLAN COORDINATE SYSTEM,

CITY OF TAMPA STORMWATER ENGINEERING SECTION (ATTENTION BARBARA GRAVE).

3. SIGNED/SEALED AS-BUILTS WITH SURVEYED ELEVATION DATA SHALL BE SUBMITTED TO

OVER STORM PIPES.

R.O.W. WITH MINIMUM 15" RCP SIZE OR EQUIVALENT. MINIMUM 1 FT COVER IS REQUIRED

2. ONLY CITY OF TAMPA TYPE STRUCTURES SHALL BE PROPOSED WITHIN CITY OF TAMPA

FROM PRIVATE PARCELS.

1. PROPOSED SIDEWALK SHALL NOT IMPEDE HISTORICAL DRAINAGE FLOW PATTERN

STORMWATER NOTES:

DIAMETER (INCHES)

TREES RETAINED

TREES

# OF

FOR

MULTIPLIER

CREDITS

TOTAL

5" TO 7"

8" TO 12"

13" TO 19"

20" TO 29"

30" OR MORE

ALL PALMS

TOTAL

0 0 0

0 1 0

0 2 0

0 4 0

0 10 0

0 1 0

0 0

DIAMETER (INCHES)

TREES REMOVED

TREES

# OF

FOR

MULTIPLIER

DEBITS

TOTAL

5" TO 7"

8" TO 12"

13" TO 19"

20" TO 29"

30" OR MORE

ALL PALMS

TOTAL

1 0 0

1 1 1

3 2 6

*1 4 4

0 INCH FOR INCH 0

14 1 14

20 25

TREE REMOVAL/REPLACEMENT TABLE

% REMOVED N/A

REQUIREMENTS IF THEY MEET PLANTING STANDARDS.

CREDIT TREES CAN ONLY BE USED TO OFFSET PLANTING

SEPARATE REQUIREMENTS. DON'T SUBTRACT ABOVE CREDITS.

VUA TREE REQUIREMENTS LF/SF TREES REQ'D VUA TREES

0 1 PER 40 LF 0

0 1 PER 1500 SF 0

0 20% OF VUA 0

0 1 PER 1500 SF 0

LINEAR FT. VUA ADJ. STREET FRONTAGE

TOTAL 2" TREES REQUIRED

TOTAL SQUARE FOOTAGE OF VUA

VEHICLE USE AREA GREENSPACE

USE TREE REQUIREMENTS

MUST PLACE "0" IF NO USE TREES REQ'D

NONE INSERT PROPOSED USE HERE

25

THE TREE DEBITS.

*NOTE: THE 27" HAZARDOUS/DYING OAK ON SHEET 10 IS NOT INCLUDED IN

AND EXTEND A MINIMUM OF 4" BEHIND THE BACK OF CURB.

SHALL BE CONSTRUCTED UNDER THE PROPOSED CURB. THE ASPHALT CURB PAD SHALL HAVE A MINIMUM THICKNESS OF 4"

8. FOR LOCATIONS WHERE NEW CURB WILL CONSTRUCTED ADJACENT TO AN EXISTING ROAD OR DRIVEWAY AN ASPHALT CURB PAD

SHALL BE REMOVED AND REPLACED WITH CLEAN FILL.

7. ALL UNSUITABLE MATERIAL ENCOUNTERED DURING CONSTRUCTION, AS DETERMINED BY THE CITY CONSTRUCTION INSPECTOR,

COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION.

DETERMINE THE EXACT LOCATIONS OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL UTILITY

6. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT'S THE CONTRACTOR'S RESPONSIBILITY TO

WATERING OR OTHER METHODS AS REQUIRED.

5. THE CONTRACTOR SHALL CONTROL ALL FUGITIVE DUST GENERATED BY CONSTRUCTION ACTIVITIES ON THE PROJECT BY

OR REPLACE THEM AS NEEDED.

4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR

SEDIMENT BARRIERS OR OTHER APPROPRIATE MEASURES TO PREVENT ADVERSE IMPACTS TO EXISTING SURFACE WATER QUALITY.

TO INLETS, SURFACE DRAINS, LAKES AND WETLANDS. THE CONTRACTOR SHALL USE INLET PROTECTION SYSTEMS AND

3. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT ERIOSION AND TRANSPORT OF SEDIMENT MATERIAL

SHALL BE INCLUDED WITH THE COST OF THE GRAVITY WALL.

2. TEMPORARY SHORING MAY BE REQUIRED TO CONSTRUCT SOME SEGMENTS OF GRAVITY WALL. ALL ASSOCIATED COSTS

THE SAME WORK PERIOD.

1. THE CONTRACTOR SHALL NOT EXCAVATE ANY AREAS THAT CANNOT BE SAFELY REOPENED TO TRAFFIC WITHIN

CONSTRUCTION NOTES

1

8/06/15ADDED TO BELOW NEW CURBBID ADDENDUM #1 : ASPHALT CURB PAD

CONTRACT 15-C-00033; Cypress St. Bike Lane/Sidewalk Project Pre-Bid Meeting - 7/21/15; 2:30p.m.

' Sian-In Sheet @ Please Print City of Tampa Contract Administration Department

E-Mail to Register as a Plan Holder and E-Mail All Questions to· [email protected]

Name Oraanization E-Mail OR Phone

1 Jim Greiner, PE Tampa Contract Administration Dept. [email protected]

3 11' A..-!J Jle 1/wn IC'rliJT71..CJ/ CuM·tk;;..r::.. r/';J.,;Ja..~.-.s. Cer, CD 11 I@ m. '\/) l" c:> 1'11

41 "\ \ t ~ \) .. voQ~ --;:::~~ ... '-~'<"'~r~L Llc_ X~ \\,r..~ ,u,~\ <;:> ~(/1;1-f-).L(). ~

5 (2) / 11~ -r< (') ~<: 4t1iE?I C'l1fv ~ AA7/~ .6// A/ (c1 ,.6/c:;c#~ / trs· 6 Gp;/5/ -rit!-1. :s.~~tl/ (afw Allre 6.!14.. " 6'172;!4 ~ SIIJ4~-f,uA-iJ..-r-a .t.TJM 7 N:!RKJC:}::::1J, 1/,f>.hf j' Kd6ck'tUr//,~ ~d/a:vfiDl _,/ KeJtJ?,'c:.J:::e,/,_o;~e::k'"~~cu/J,C.-.s. tU:nM

8~~ \ilot:J9~ ret--- ~ .., '/ ~\L._ ~l!rQ/\-rU)e:__~M\0\{ t "-~ ' 9 Ju.uAN 1-lowAtr> Cor~ £AD J!L.L.tAN• HOWAU> (S>n.MPAkiiV, tJET

10 fYJ ·J..fm .. fhr3tv'hYI"f'-, (_:~ </u '' {: fcuVIUJA.· - Tt~i::D~A<-f m~~ llv-n. mL~r-f, ne:t~Lv:i.-a P~M.-. ~ <:M 11 rN_ 1:--11 PtZ..Ir.J 'L..iMJ..t<£\N K-C/\

I

er~"'. \o.u.&~ c;; ~ ~;;,~~. ~-c...c .-.. 12l0~1'it IS ~ Kc-A I C.J.A'i\S, ~~ ~ ~ G_ 1<..\ 11.\~~C.D..a.P a ( ......._

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36