city of tampa · summary of pay items city of tampa transportation department ... 522 2 conc....
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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
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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
2709 N. ROCKY POINT DR., SUITE 104
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
DESCRIPTION UNIT QUANTITY
ROADWAY PAY ITEMS
PAY ITEM NOTES:
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2 1000263
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
SUMMARY OF PAY ITEMS
CITY OF TAMPA
TRANSPORTATION DEPARTMENT
GREGORY S. TRIM, P.E.
2709 N. ROCKY POINT DR., SUITE 104
P.E. LICENSE NUMBER 52935
SAM SCHWARTZ ENGINEERING
TAMPA, FL 33607
CERTIFICATE OF AUTHORIZATION 30268
CITY PROJECT IDFINANICAL PROJECT ID
432714-1-58-01
ITEM NO.
PAY
DESCRIPTION UNIT QUANTITY
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
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7 1000263
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTIONNO.
SHEET
GENERAL NOTES (1)
CITY OF TAMPA
TRANSPORTATION DEPARTMENT
GREGORY S. TRIM, P.E.
2709 N. ROCKY POINT DR., SUITE 104
P.E. LICENSE NUMBER 52935
SAM SCHWARTZ ENGINEERING
TAMPA, FL 33607
CERTIFICATE OF AUTHORIZATION 30268
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]
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