Final_Plans.pdf
PDF 17 MB Posted
- Attached to
- Philippe Park Living Shoreline (004178B)
- Solicitation number
- 24-0395-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
The document is a comprehensive set of engineering plans for the Philippe Park Living Shoreline Project, prepared by Pinellas County Public Works. The project involves installing eight wave attenuation breakwaters in shallow water offshore of Philippe Park, with four barriers using precast concrete oyster domes and four using limestone rip rap rubble. The breakwaters will be constructed with a bedding stone layer, and the county has already purchased 76 oyster domes to be transported by the contractor via barge. The project is located in Section 11, Township 28 South, Range 15 East, in Safety Harbor, Florida, with detailed plans including site location maps, cross-sections, environmental protection details, and construction specifications.
The plans provide technical details for two types of precast concrete breakwaters: a 2.5' x 4' version with a 6" footer and a 3.25' x 5' version, also with a 6" footer. The project includes environmental protection measures such as a floating turbidity barrier and specific construction notes addressing marine ecosystem preservation. The design incorporates precise elevation measurements, with tide datum referenced to NAVD88, and includes provisions for minimal environmental disruption. The project drawings are dated August 11, 2023, and prepared by Pinellas County, with the project located at 22211 U.S. 19, Building 10, Clearwater, FL 33765.
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Text version
PID 003869A
PHILIPPE PARK
LIVING SHORELINE PROJECT
SECTION 11, TOWNSHIP 28 SOUTH, RANGE 15 EAST
DETAILS
PLAN VIEW
TYPICAL CROSS SECTIONS
ENVIRONMENTAL PROTECTION DETAILS
GENERAL NOTES
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PINELLAS COUNTY LOCATION MAP
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GULF OF MEXICO
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TAMPA BAY
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28TH ST N.
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CURLEW RD
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22ND AVE S.
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ALT 19
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62ND AVE S.
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GULF BLVD
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SR 679
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PASS-A-GRILLE
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SR 580
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DREW ST
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SUNSHINE SKYWAY
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WILCOX RD
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62ND AVE N.
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LAKEVIEW RD
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PARK BLVD
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ALT 19
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ROCKS RD
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49TH ST N.
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BELCHER RD
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22ND AVE N.
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5TH AVE N.
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SR 584
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MCMULLEN-BOOTH RD
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US 19
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ROOSEVELT BLVD
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COURTNEY CAMPBELL
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BELLEAIR RD
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113TH ST N.
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125TH ST N.
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DUHME RD
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SR 699
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TAMPA RD
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CR 1
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CR 1
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PINELLAS
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POINT DR
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ENTERPRISE RD
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OAKHURST RD
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PARK ST
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BAYSIDE BRIDGE
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BLVD
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SUNSET POINT RD
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NURSERY RD
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BLVD
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38TH AVE N.
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28TH ST N.
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MAIN ST
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SEMINOLE BLVD
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AVE
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US 19
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BLVD
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NEBRASKA AVE
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9TH ST
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STARKEY RD
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PINELLAS
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34TH ST N.
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PINELLAS
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TARPON
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ULMERTON RD
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US 19
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EAST BAY DR
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54TH AVE S.
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TYRONE
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HOWARD - FRANKLAND
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CENTRAL AVE
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WALSINGHAM
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34TH ST S.
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66TH ST N.
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GANDY
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KEENE RD
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MISSOURI AVE
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BAY PINES
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46TH AVE N.
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BELCHER RD
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VIRGINIA ST
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KEYSTONE RD
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ROOSEVELT
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118TH AVE N.
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BAYWAY
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EAST LAKE RD
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MAIN ST
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BRYAN DAIRY RD
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GULF TO BAY BLVD
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MICHIGAN BLVD
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4TH ST
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N.E. COACHMAN RD
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SR 590
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54TH AVE N.
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UNION ST
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49TH ST S.
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KLOSTERMAN
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ALDERMAN RD
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BLVD
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COUNTRYSIDE
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GULFPORT
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131ST ST N.
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TRINITY BLVD
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BLVD
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CAUSEWAY
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BRIDGE
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BRIDGE
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ANDERSON BLVD
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INDIAN
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FOREST LAKES
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DUNEDIN
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AVE
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CLEARWATER
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HARBOR
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ST. JOSEPH
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SOUND
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BOCA CIEGA
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INTRACOASTAL WATERWAY
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INTRACOASTAL WATERWAY
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BLVD
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CSWY
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LK SEMINOLE
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LK TARPON
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FLORIDA
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AutoCAD SHX Text PINELLAS COUNTY 14 SOUTH FORT HARRISON AVENUE CLEARWATER, FLORIDA 33756 PHONE: (727)464-3588(727)464-3588
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DATE
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INDEX OF PLANS
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SHEET NO.
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SHEET TITLE
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COVER SHEET
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PROJECT LOCATION
AutoCAD SHX Text PROJECT MANAGER: STACY DAY, PhD
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PREPARED BY: ESA 5404 CYPRESS CENTER DR. SUITE 125 TAMPA, FL. 33609
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TIDE DATUM TABLE
GENERAL NOTES
SURVEY NOTES
ENVIRONMENTAL PROTECTION NOTES
BREAKWATER AND RIP-RAP CONSTRUCTION NOTES
OFF-SITE DISPOSAL NOTES
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
AutoCAD SHX Text 8/10/23
AutoCAD SHX Text D160317.02
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BDF
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BDF
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TR
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APPROVED BY:
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REV. BY
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REV. NO.
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DATE
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DESCRIPTION
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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GENERAL NOTES
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PINELLAS COUNTY 22211 U.S. 19 N., BLDG 10 CLEARWATER, FL 33765
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DATUM
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ELEVATION (FT NAVD88)
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MHW
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MLW
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NAVD88
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1. THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF THE QUANTITIES OF WORK REQUIRED TO THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF THE QUANTITIES OF WORK REQUIRED TO COMPLETE THE CONSTRUCTION SHOWN ON THE PLANS. THE CONTRACTOR SHALL ALSO MAKE THEIR OWN ASSESSMENT OF THE SITE AND THE WORK REQUIRED PRIOR TO BIDDING AND ANY DISCREPANCIES, ERRORS OR OMISSIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE THE BID DUE DATE. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 2. ALL PLACEMENT MUST BE COMPLETED BY MECHANICAL METHODS. ALL PLACEMENT MUST BE COMPLETED BY MECHANICAL METHODS. 3. ALL CONSTRUCTION ACTIVITY WILL BE CONDUCTED DURING DAYLIGHT HOURS FROM ONE HALF-HOUR AFTER ALL CONSTRUCTION ACTIVITY WILL BE CONDUCTED DURING DAYLIGHT HOURS FROM ONE HALF-HOUR AFTER SUNRISE TO ONE HALF-HOUR BEFORE SUNSET. 4. ALL WORK WILL BE COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ALL WORK WILL BE COMPLETED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 5. ALL WORK WILL BE COMPLETED WITHIN DESIGNATED AREAS AND TO DESIGNATED ELEVATIONS. ALL WORK WILL BE COMPLETED WITHIN DESIGNATED AREAS AND TO DESIGNATED ELEVATIONS. 6. THE CONTRACTOR WILL BE REQUIRED TO CONDUCT THE WORK IN SUCH MANNER AS TO NOT OBSTRUCT THE CONTRACTOR WILL BE REQUIRED TO CONDUCT THE WORK IN SUCH MANNER AS TO NOT OBSTRUCT COUNTY PARK OPERATIONS. CONTRACTOR SHALL MAKE REASONABLE EFFORTS TO AFFORD A PRACTICABLE AND SAFE PASSAGE. UPON THE COMPLETION OF THE WORK THE CONTRACTOR SHALL PROMPTLY REMOVE THE EQUIPMENT, ETC. THE CONTRACTOR WILL ALSO BE REQUIRED TO REMOVE OBSTRUCTIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR ALL EQUIPMENT INGRESS AND EGRESS TO AND FROM THE PROJECT WORK AREAS. THE CONTRACTOR SHALL MAKE AN INVESTIGATION OF ACCESS ROUTES AND THE ROADS FOR TRANSPORTATION, LOAD LIMITS FOR BRIDGES AND ROADS, AND OTHER ROAD CONDITIONS AFFECTING THE TRANSPORTATION OF MATERIALS AND EQUIPMENT TO THE WORK SITES. THE CONTRACTOR SHALL ALSO INVESTIGATE THE AVAILABILITY OF ANY STAGING, STORAGE, AND STOCK PILING AREAS AND SHALL MAKE ALL ARRANGEMENTS FOR USE OF ANY SUCH AREAS FOR THE DELIVERY OF ANY MATERIALS AND EQUIPMENT TO BE USED IN COMPLETING THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES OR OTHER THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES OR OTHER OBJECTS PRIOR TO COMMENCING WORK AT THE SITE. ANY UTILITIES OR OTHER ITEMS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT NO COST TO THE OWNER/ DISTRICT. CONTACT “SUNSHINE” AT SUNSHINE” AT AT 1-800-432-4770. 8. ALL AREAS OR ITEMS THAT ARE DAMAGED OR DISTURBED ABOVE OR BELOW GROUND BY THE CONTRACTOR ALL AREAS OR ITEMS THAT ARE DAMAGED OR DISTURBED ABOVE OR BELOW GROUND BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL OR BETTER CONDITION AT NO COST TO THE COUNTY. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION OF EQUAL TO, OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING HORIZONTAL AND VERTICAL ACCURACY DURING THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING HORIZONTAL AND VERTICAL ACCURACY DURING CONSTRUCTION. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 11. CONSTRUCTION TRAFFIC SHALL NOT IMPEDE THE SAFE AND EFFICIENT USE OF SURROUNDING ROADWAYS. CONSTRUCTION TRAFFIC SHALL NOT IMPEDE THE SAFE AND EFFICIENT USE OF SURROUNDING ROADWAYS. CONTRACTOR SHALL FOLLOW FDOT STANDARD INDICES 600 AND 604 FOR MAINTENANCE OF TRAFFIC DURING CONSTRUCTION OF THE TEMPORARY CONSTRUCTION ACCESS CONNECTION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY REMOVAL OF ANY FUGITIVE DUST, SAND OR DEBRIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY REMOVAL OF ANY FUGITIVE DUST, SAND OR DEBRIS WHICH MAY BE CAUSED BY THEIR ACTIONS FROM THE RIGHT OF WAY. 13. RECORD DRAWINGS: TWO (2) SETS OF THE FINAL RECORD DRAWING AS-BUILTS SHALL BE SUBMITTED TO THE RECORD DRAWINGS: TWO (2) SETS OF THE FINAL RECORD DRAWING AS-BUILTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD. 14. REPORT SUBMISSION: THE CONTRACTOR SHALL MAINTAIN A LOG DETAILING DAILY CONSTRUCTION ACTIVITY REPORT SUBMISSION: THE CONTRACTOR SHALL MAINTAIN A LOG DETAILING DAILY CONSTRUCTION ACTIVITY DURING THE CONTRACT PERIOD. THE DATA SHALL BE RECORDED ON FORMS PROVIDED BY THE OWNER/ENGINEER. ALL DATA IN ORIGINAL FORM SHALL BE FORWARDED DIRECTLY TO THE OWNER/ENGINEER, WITHIN 10 DAYS OF COLLECTION AND COPIES OF THE DATA SHALL BE SUPPLIED TO THE OWNER/ENGINEER. FOLLOWING PROJECT COMPLETION, A REPORT SUMMARIZING THE ABOVE INCIDENTS AND SIGHTINGS SHALL BE SUBMITTED TO THE FOLLOWING: ENVIRONMENTAL SCIENCE ASSOCIATES 5404 CYPRESS CENTER DR., SUITE 125 TAMPA, FL 33609 (813) 207-7216
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1. HYDROGRAPHIC AND TOPOGRAPHIC SURVEY PERFORMED BY PINELLAS COUNTY, DATED OCTOBER 28, HYDROGRAPHIC AND TOPOGRAPHIC SURVEY PERFORMED BY PINELLAS COUNTY, DATED OCTOBER 28, 2019. 2. VERTICAL DATUM SHOWN IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). VERTICAL DATUM SHOWN IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). HORIZONTAL DATUM SHOWN IS BASED ON FLORIDA EAST ZONE STATE PLANE COORDINATES, NORTH AMERICAN DATUM 1983 (NAD83), 2011 ADJUSTMENT. ALL ELEVATIONS ARE REPORTED IN U.S. FEET. 3. AERIAL PHOTOGRAPHY PROVIDED BY FLORIDA DEPARTMENT OF TRANSPORTATION, 2020. AERIAL PHOTOGRAPHY PROVIDED BY FLORIDA DEPARTMENT OF TRANSPORTATION, 2020. 4. DRAWINGS REPRESENT CONDITIONS ENCOUNTERED AT TIME OF SURVEY. SITE CONDITIONS ARE DYNAMIC DRAWINGS REPRESENT CONDITIONS ENCOUNTERED AT TIME OF SURVEY. SITE CONDITIONS ARE DYNAMIC AND SUBJECT TO CHANGE. CONTRACTOR SHALL CONDUCT SURVEY PRIOR TO SITE DISTURBANCE TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION. 5. THE COUNTY HAS PERFORMED A FEASIBILITY LEVEL SURVEY THAT IS INCLUDED IN THE CONTRACT THE COUNTY HAS PERFORMED A FEASIBILITY LEVEL SURVEY THAT IS INCLUDED IN THE CONTRACT DRAWINGS. THIS PRE-CONSTRUCTION SURVEY WAS USED TO CALCULATE AN ESTIMATED QUANTITY OF MATERIAL TO BE PLACED. THIS QUANTITY IS CONSIDERED AN ESTIMATE AND IS NOT THE BASIS FOR PAYMENT TO THE CONTRACTOR. THE CONTRACTOR SHALL BE COMPENSATED BASED ON THE QUANTITY OF MATERIAL PLACED (TONS) AT THE RATE PROVIDED IN THE BID SCHEDULE.
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1. TIDAL DATUM DATA OBTAINED FROM THE PINELLAS COUNTY SURVEY DATED, OCTOBER 28, 2019.TIDAL DATUM DATA OBTAINED FROM THE PINELLAS COUNTY SURVEY DATED, OCTOBER 28, 2019.
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1. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING CONSTRUCTION CONDITIONS FOR PROTECTION OF MANATEES, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING CONSTRUCTION CONDITIONS FOR PROTECTION OF MANATEES, SEA TURTLES AND SMALLTOOTH SAWFISH: 1.1. THE CONTRACTOR SHALL INSTRUCT ALL PERSONNEL ASSOCIATED WITH THE PROJECT OF THE POTENTIAL PRESENCE THE CONTRACTOR SHALL INSTRUCT ALL PERSONNEL ASSOCIATED WITH THE PROJECT OF THE POTENTIAL PRESENCE OF THESE SPECIES AND THE NEED TO AVOID COLLISIONS WITH MANATEES, SEA TURTLES AND SMALLTOOTH SAWFISH. ALL CONSTRUCTION PERSONNEL ARE RESPONSIBLE FOR OBSERVING WATER-RELATED ACTIVITIES FOR THE PRESENCE OF THESE SPECIES. 1.2. THE CONTRACTOR SHALL ADVISE ALL CONSTRUCTION PERSONNEL THAT THERE ARE CIVIL AND CRIMINAL PENALTIES THE CONTRACTOR SHALL ADVISE ALL CONSTRUCTION PERSONNEL THAT THERE ARE CIVIL AND CRIMINAL PENALTIES FOR HARMING, HARASSING, OR KILLING MANATEES, SEA TURTLES OR SMALLTOOTH SAWFISH, WHICH ARE PROTECTED UNDER THE ENDANGERED SPECIES ACT OF 1973. 1.3. SILTATION BARRIERS SHALL BE MADE OF MATERIAL IN WHICH A MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH SILTATION BARRIERS SHALL BE MADE OF MATERIAL IN WHICH A MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH CANNOT BECOME ENTANGLED. SILTATION BARRIERS SHALL BE PROPERLY SECURED AND REGULARLY MONITORED TO AVOID PROTECTED SPECIES ENTRAPMENT. BARRIERS MAY NOT BLOCK MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH ENTRY TO OR EXIT FROM DESIGNATED CRITICAL HABITAT WITHOUT PRIOR AGREEMENT FROM THE NATIONAL MARINE FISHERIES SERVICE'S PROTECTED RESOURCES DIVISION, ST. PETERSBURG, FLORIDA. 1.4. ALL VESSELS ASSOCIATED WITH THE CONSTRUCTION PROJECT SHALL OPERATE AT “NO WAKE/IDLE” SPEEDS AT ALL ALL VESSELS ASSOCIATED WITH THE CONSTRUCTION PROJECT SHALL OPERATE AT “NO WAKE/IDLE” SPEEDS AT ALL NO WAKE/IDLE” SPEEDS AT ALL SPEEDS AT ALL TIMES WHILE IN THE CONSTRUCTION AREA AND WHILE IN WATER DEPTHS WHERE THE DRAFT OF THE VESSEL PROVIDES LESS THAN A FOUR-FOOT CLEARANCE FROM THE BOTTOM. ALL VESSELS WILL PREFERENTIALLY FOLLOW DEEP-WATER ROUTES (E.G., MARKED CHANNELS) WHENEVER POSSIBLE. 1.5. IF A MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH IS SIGHTED WITHIN 100 YARDS OF THE ACTIVE DAILY IF A MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH IS SIGHTED WITHIN 100 YARDS OF THE ACTIVE DAILY CONSTRUCTION OPERATION OR VESSEL MOVEMENT, ALL APPROPRIATE PRECAUTIONS SHALL BE IMPLEMENTED BY THE CONTRACTOR TO ENSURE ITS PROTECTION. THESE PRECAUTIONS SHALL INCLUDE CESSATION OF OPERATION OF ANY MOVING EQUIPMENT CLOSER THAN 50 FEET OF A MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH. OPERATION OF ANY MECHANICAL CONSTRUCTION EQUIPMENT SHALL CEASE IMMEDIATELY IF A MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH IS SEEN WITHIN A 50 - FT RADIUS OF THE EQUIPMENT. ACTIVITIES MAY NOT RESUME UNTIL THE PROTECTED SPECIES HAS DEPARTED THE PROJECT AREA OF ITS OWN VOLITION. 1.6. ANY COLLISION WITH AND/OR INJURY TO A MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH SHALL BE REPORTED ANY COLLISION WITH AND/OR INJURY TO A MANATEE, SEA TURTLE OR SMALLTOOTH SAWFISH SHALL BE REPORTED IMMEDIATELY TO THE OWNER/ENGINEER AND TO THE NATIONAL MARINE FISHERIES PROTECTED RESOURCES DIVISION (727-824-5312) AND TO THE LOCAL AUTHORIZED SEA TURTLE STRANDING/RESCUE ORGANIZATION. 2. CONTRACTOR SHALL NOT OCCUPY PRIVATE LAND OUTSIDE OF ANY EASEMENTS OR RIGHTS OF WAY. CONTRACTOR SHALL NOT OCCUPY PRIVATE LAND OUTSIDE OF ANY EASEMENTS OR RIGHTS OF WAY. 3. MATERIAL PLACED BEYOND THE CONSTRUCTION LIMITS AS SPECIFIED ON THE CONTRACT DRAWINGS SHALL BE MATERIAL PLACED BEYOND THE CONSTRUCTION LIMITS AS SPECIFIED ON THE CONTRACT DRAWINGS SHALL BE CONSIDERED EXCESSIVE PLACEMENT OF MATERIAL FOR WHICH PAYMENT WILL NOT BE MADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEDERAL, STATE, AND LOCAL REGULATORY PERMITS, IMPLICATIONS, VIOLATIONS AND/OR FEES AS A RESULT OF EXCESSIVE PLACEMENT OF MATERIAL. 4. IF ARCHEOLOGICAL OR HISTORIC RESOURCES ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THE DISTRICT IF ARCHEOLOGICAL OR HISTORIC RESOURCES ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THE DISTRICT IMMEDIATELY AND STOP WORK UNTIL DIRECTED TO RESTART. 5. THE CONTRACTOR SHALL STRICTLY ADHERE TO ALL MANATEE REGULATIONS FOR IN WATER WORK. THE CONTRACTOR SHALL STRICTLY ADHERE TO ALL MANATEE REGULATIONS FOR IN WATER WORK. 6. TURBIDITY CONTROL MEASURES WILL BE PROPERLY MAINTAINED IN COMPLIANCE WITH FEDERAL AND STATE WATER TURBIDITY CONTROL MEASURES WILL BE PROPERLY MAINTAINED IN COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY STANDARDS. IF TURBIDITY LEVELS EXCEED WATER QUALITY STANDARDS, CONSTRUCTION ACTIVITY WILL CEASE UNTIL LEVELS RETURN TO THE ACCEPTABLE RANGE. WATER QUALITY WILL BE MONITORED BY THE COUNTY'S REPRESENTATIVE. SHOULD TURBIDITY BE MEASURED MORE THAN 0 NTUS ABOVE BACKGROUND, OUTSIDE OF THE TURBIDITY SCREENS, WORK WILL CEASE UNTIL TURBIDITY HAS FALLEN TO AN ACCEPTABLE BACKGROUND LEVEL. 7. BEST MANAGEMENT PRACTICES FOR EROSION AND TURBIDITY CONTROL, INCLUDING BUT NOT LIMITED TO THE USE OF BEST MANAGEMENT PRACTICES FOR EROSION AND TURBIDITY CONTROL, INCLUDING BUT NOT LIMITED TO THE USE OF STAKED HAY BALES, TURBIDITY BARRIERS, AND SILT SCREENS, SHALL BE USED AND MAINTAINED AS NECESSARY AT ALL TIMES DURING THE PROJECT. TURBIDITY CONTROL DEVICES SHALL BE MAINTAINED AND SHALL REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION TO ENSURE THAT TURBIDITY LEVELS OUTSIDE THE CONSTRUCTION AREA DO NOT EXCEED BACKGROUND LEVELS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT TURBIDITY CONTROL DEVICES ARE INSPECTED DAILY AND MAINTAINED IN GOOD WORKING ORDER SO THAT THERE ARE NO VIOLATIONS OF STATE WATER QUALITY STANDARDS OUTSIDE OF THE TURBIDITY SCREENS. A DAILY TURBIDITY LOG SHALL BE MAINTAINED BY THE COUNTY WITH ENTRIES PRIOR TO THE START OF EACH DAY'S WORK, EACH HOUR THROUGHOUT THE DAY, AND 30 MINUTES PRIOR TO THE END OF WORK. THE DISTRICT REPRESENTATIVE WILL EVALUATE THE IMPLEMENTATION, DEPLOYMENT, AND EFFECTIVENESS OF SILTATION/TURBIDITY CONTROL DEVICES. 8. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS AFTER DISTURBANCE. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS AFTER DISTURBANCE. 9. THE CONTRACTOR SHALL DISTURB NO MORE GROUND THAN WHAT IS NECESSARY FOR CONSTRUCTION. ALL WORK SITES THE CONTRACTOR SHALL DISTURB NO MORE GROUND THAN WHAT IS NECESSARY FOR CONSTRUCTION. ALL WORK SITES WILL BE COMPLETELY RESTORED WITHIN SEVEN (7) CALENDAR DAYS OF SITE COMPLETION. THE INTENT OF THIS PROVISION IS TO "SAFE UP" THE PROJECT SITE AS WORK PROGRESSES, AND SHALL INCLUDE REMOVING FORMS, FILLING HOLES, GRADING, AND REMOVAL OF DEBRIS. 10. ALL SIDEWALK, CURBING OR PARKING STOPS DAMAGED BY THE CONTRACTOR OR SUBCONTRACTORS SHALL BE ALL SIDEWALK, CURBING OR PARKING STOPS DAMAGED BY THE CONTRACTOR OR SUBCONTRACTORS SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR, AT THE DIRECTION OF THE ENGINEER.
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1. ALL STONE SHALL BE HARD, DURABLE QUALITY STONE SUCH THAT IT WILL NOT DISINTEGRATE UNDER THE ALL STONE SHALL BE HARD, DURABLE QUALITY STONE SUCH THAT IT WILL NOT DISINTEGRATE UNDER THE ELEMENTS AND IT WILL NOT BREAK UNDER HANDLING. ALL STONE SHALL BE CLEAN AND FREE FROM EARTH, DUST, OR OTHER REFUSE. 2. ARMOR STONE SHALL PASS A “DROP TEST” AT THE QUARRY WITNESSED BY THE ENGINEER OR ENGINEER'S ARMOR STONE SHALL PASS A “DROP TEST” AT THE QUARRY WITNESSED BY THE ENGINEER OR ENGINEER'S DROP TEST” AT THE QUARRY WITNESSED BY THE ENGINEER OR ENGINEER'S AT THE QUARRY WITNESSED BY THE ENGINEER OR ENGINEER'S REPRESENTATIVE PRIOR TO TRANSPORTING THE FIRST TRUCKLOADS OF ARMOR STONE TO THE PROJECT SITE. 3. THE FACES OF INDIVIDUAL PIECES OF STONE SHALL BE ROUGHLY ANGULAR, NOT ROUNDED, IN SHAPE. THE THE FACES OF INDIVIDUAL PIECES OF STONE SHALL BE ROUGHLY ANGULAR, NOT ROUNDED, IN SHAPE. THE LEAST DIMENSION OF EACH STONE SHALL NOT BE LESS THAN ONE-THIRD (1/3) OF THE GREATEST DIMENSION OF THAT STONE. 4. THE STONES SHALL BE PLACED IN SUCH A MANNER THAT THEY WILL BE PROPERLY INTERLOCKED WITH THE THE STONES SHALL BE PLACED IN SUCH A MANNER THAT THEY WILL BE PROPERLY INTERLOCKED WITH THE UNDERLYING OR ADJACENT STONES TO RESIST DISPLACEMENT BY WAVE ACTION AND FORM A UNIFORM AND COMPACT SECTION. EACH STONE SHALL BE FIRMLY SET AND WELL-SUPPORTED BY UNDERLYING AND ADJACENT STONE WITH A MINIMUM OF 4 POINTS OF CONTACT. 5. ARMOR STONE SHALL BE UP TO 30-INCHES IN DIAMETER SIZE LIMESTONE (OR AS OTHERWISE APPROVED ARMOR STONE SHALL BE UP TO 30-INCHES IN DIAMETER SIZE LIMESTONE (OR AS OTHERWISE APPROVED BY THE ENGINEER), WITH A MEDIAN DIAMETER OF 18-INCHES, AND SHALL HAVE A MINIMUM UNIT WEIGHT OF 140 PCF. BEDDING SHALL BE 3 TO 6 INCH LIMESTONE OR RECYCLED CONCRETE. 6. ARMOR STONE SHALL CONSIST OF SOUND, HARD, DURABLE RUBBLE, FREE OF OPEN OR INCIPIENT CRACKS, ARMOR STONE SHALL CONSIST OF SOUND, HARD, DURABLE RUBBLE, FREE OF OPEN OR INCIPIENT CRACKS, SHALL CONSIST OF SOUND, HARD, DURABLE RUBBLE, FREE OF OPEN OR INCIPIENT CRACKS, SOFT SEAMS, OR OTHER STRUCTURAL DEFECTS, CONSISTING OF BROKEN STONE WITH A BULK SPECIFIC GRAVITY OF AT LEAST 2.30. ENSURE THAT STONES ARE ROUGH AND ANGULAR WITH A MEDIAN DIAMETER WITH A MEDIAN DIAMETER OF 1.5 FEET (UNLESS OTHERWISE SPECIFIED). FOR THIS APPLICATION, USE BROKEN STONE MEETING THE . FOR THIS APPLICATION, USE BROKEN STONE MEETING THE FOLLOWING GRADATION AND THICKNESS REQUIREMENTS: ENSURE THAT AT LEAST 97% OF THE MATERIAL BY WEIGHT IS SMALLER THAN MAXIMUM POUNDS. ENSURE THAT AT LEAST 50% OF THE MATERIAL BY WEIGHT IS GREATER THAN WEIGHT 50% POUNDS. ENSURE THAT AT LEAST 85% OF THE MATERIAL BY WEIGHT IS GREATER THAN WEIGHT MINIMUM POUNDS. 7. BEDDING STONE MUST BE LIMESTONE OR RECYCLED CONCRETE AND MEET FDOT SECTION 530 BEDDING STONE MUST BE LIMESTONE OR RECYCLED CONCRETE AND MEET FDOT SECTION 530 MUST BE LIMESTONE OR RECYCLED CONCRETE AND MEET FDOT SECTION 530 SPECIFICATIONS FOR BEDDING STONE (530-2.3). GRADATION IS MODIFIED TO THE FOLLOWING: 8. PRECAST CONCRETE BREAKWATERS SHALL BE SECURED IN PLACE WITH 3 FIBERGLASS REBAR HOOKS PER PRECAST CONCRETE BREAKWATERS SHALL BE SECURED IN PLACE WITH 3 FIBERGLASS REBAR HOOKS PER UNIT. 9. LOCATION OF OYSTER REEFS ARE SHOWN AS APPROXIMATE. EXACT LOCATIONS WILL BE MARKED BY LOCATION OF OYSTER REEFS ARE SHOWN AS APPROXIMATE. EXACT LOCATIONS WILL BE MARKED BY CONTRACTOR PRIOR TO CONSTRUCTION PER SPECIFICATION 930. 10. INSTALLATION OF REEF ELEMENTS WILL BE DONE BY WATER. INSTALLATION OF REEF ELEMENTS BY LAND, INSTALLATION OF REEF ELEMENTS WILL BE DONE BY WATER. INSTALLATION OF REEF ELEMENTS BY LAND, USING THE SOUTH ROAD, IS NOT ALLOWED. 11. PRECAST CONCRETE REEF UNITS SHALL BE PROVIDED BY PINELLAS COUNTY. CONTRACTOR WILL BE PRECAST CONCRETE REEF UNITS SHALL BE PROVIDED BY PINELLAS COUNTY. CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORT FROM THE COUNTY'S STORAGE YARD 11 MILES TO PHILIPPE PARK AND INSTALLATION AT THE LOCATIONS SHOWN IN THE DRAWINGS. LOCATIONS TO BE STAKED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION.
AutoCAD SHX Text
1. DEBRIS, SUCH AS STUMPS, ROCKS, ROCK FRAGMENTS, ROOTS, LOGS, TRASH, VEGETATION, FILTER FABRIC, ETC. AND ANY DEBRIS, SUCH AS STUMPS, ROCKS, ROCK FRAGMENTS, ROOTS, LOGS, TRASH, VEGETATION, FILTER FABRIC, ETC. AND ANY OTHER OBJECTS EXCEPT ARCHEOLOGICAL OR HISTORIC RESOURCES THAT EXIST WITHIN THE PROJECT AREA OR ARE UNEARTHED DURING OPERATIONS, SHALL BE REMOVED, TRANSPORTED, AND DISPOSED OF AT THE COUNTY LANDFILL AND SHOULD BE EXPECTED TO BE ENCOUNTERED DURING THE OPERATIONS AND WILL NOT CONSTITUTE A CHANGE OF CONDITION AND WILL NOT CONSTITUTE A CHANGE OF CONDITION TO THE CONTRACT/AGREEMENT. REMOVAL AND DISPOSAL OF DEBRIS WILL TO BE SOLE RESPONSIBILITY OF THE . REMOVAL AND DISPOSAL OF DEBRIS WILL TO BE SOLE RESPONSIBILITY OF THE CONTRACTOR IN ITS ENTIRETY. REMOVAL AND DISPOSAL OF DEBRIS AND OBSTRUCTIONS SHALL NOT BE PROVIDED FOR SEPARATELY FOR PAYMENT. ALL COSTS ASSOCIATED WITH THE REQUIRED DISPOSAL OF DEBRIS SHALL BE INCLUDED IN THE CONTRACT PRICE. THESE SPECIFICATIONS ARE NOT AN ALL-INCLUSIVE REFERENCE OF DEBRIS TYPES, WHICH MAY BE ENCOUNTERED. IT IS ANTICIPATED THAT DURING CLEARING/CONSTRUCTION ACTIVITY DEBRIS (INCLUDED BUT NOT LIMITED TO VEGETATION, TREES, ROOTS, ROCKS, BEDROCK, FILTER FABRIC, CONCRETE, ASPHALT, WOOD, TRASH, GARBAGE, UNUSABLE SOIL, METAL, ETC.) WILL BE ENCOUNTERED. THE CONTRACTOR SHALL BE PREPARED AND RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MATERIALS OFFSITE. (I.E. DESIGNATED VEGETATION, FILTER CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MATERIALS OFFSITE. (I.E. DESIGNATED VEGETATION, FILTER FABRIC, SILT FENCE, TRASH, DEBRIS, ETC.).
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WEIGHT MAXIMUM (POUNDS)
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WEIGHT 50% (POUNDS)
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WEIGHT MINIMUM (POUNDS)
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MINIMUM BLANKET THICKNESS (FEET)
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STANDARD SIEVE SIZES
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INDIVIDUAL PERCENTAGE BY WEIGHT PASSING
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6 INCH
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5 INCH
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50 TO 100
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3 INCH
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15 TO 50
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2 INCH
0 TO 15
LEGEND:
RIP RAP BREAKWATER (0.32 ACRES)
PROPOSED STAGING AREA (0.12 ACRES)
FLOATING TURBIDITY BARRIER
COUNTY OWNED SUBMERGED LANDS
PRECAST CONCRETE UNIT BREAKWATER (0.08 ACRES)
NSCALE
FEET
1"=100'
100 50 100 200
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MANGROVE LINE
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MANGROVE LINE
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APPROXIMATE MLW LINE ELEV = -1.51'
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APPROXIMATE MHW LINE ELEV = 0.76'
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APPROXIMATE MLW LINE ELEV = -1.51'
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APPROXIMATE MHW LINE ELEV = 0.76'
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APPROXIMATE MHW LINE ELEV = 0.76'
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MANGROVE LINE
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BRAZILIAN PEPPERS
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MANGROVE LINE
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MANGROVE LINE
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APPROXIMATE MLW LINE ELEV = -1.51'
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PROPOSED PUBLIC EASEMENT
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PROPOSED PUBLIC EASEMENT
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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AutoCAD SHX Text D160317.02
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BDF
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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PROPOSED CONDITIONS PLAN VIEW
PINELLAS COUNTY 22211 U.S. 19 N., BLDG 10 CLEARWATER, FL 33765
NSCALE
FEET
1"=30'
30 15 30 60
LEGEND:
RIP RAP BREAKWATER (0.32 ACRES)
PROPOSED STAGING AREA (0.12 ACRES)
FLOATING TURBIDITY BARRIER
COUNTY OWNED SUBMERGED LANDS
PRECAST CONCRETE UNIT BREAKWATER (0.08 ACRES)
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MANGROVE LINE
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APPROXIMATE MLW LINE ELEV = -1.51'
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APPROXIMATE MHW LINE ELEV = 0.76'
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APPROXIMATE MHW LINE ELEV = 0.76'
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BRAZILIAN PEPPERS
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MANGROVE LINE
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MANGROVE LINE
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APPROXIMATE MLW LINE ELEV = -1.51'
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PROPOSED PUBLIC EASEMENT
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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DESCRIPTION
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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PROPOSED CONDITIONS PLAN VIEW
NSCALE
FEET
1"=60'
60 30 60 120
LEGEND:
RIP RAP BREAKWATER (0.32 ACRES)
PROPOSED STAGING AREA (0.12 ACRES)
FLOATING TURBIDITY BARRIER
COUNTY OWNED SUBMERGED LANDS
PRECAST CONCRETE UNIT BREAKWATER (0.08 ACRES)
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MANGROVE LINE
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APPROXIMATE MHW LINE ELEV = 0.76'
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APPROXIMATE MLW LINE ELEV = -1.51'
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PROPOSED PUBLIC EASEMENT
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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BDF
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DESCRIPTION
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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PROPOSED CONDITIONS PLAN VIEW
3"-6" BEDDING STONE OR RECYCLED CONCRETE 6" THICK
AutoCAD SHX Text RIPRAP SEGMENTED BREAKWATER 18" MEDIAN DIAMETER LIMESTONE CREST ELEVATION 1.7' NAVD 88
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3"-6" BEDDING STONE OR RECYCLED CONCRETE 6" THICK
AutoCAD SHX Text RIPRAP SEGMENTED BREAKWATER 18" MEDIAN DIAMETER LIMESTONE CREST ELEVATION 1.7' NAVD 88
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3"-6" BEDDING STONE OR RECYCLED CONCRETE 6" THICK
AutoCAD SHX Text RIPRAP SEGMENTED BREAKWATER 18" MEDIAN DIAMETER LIMESTONE CREST ELEVATION 1.7' NAVD 88
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MHW = 0.76' NAVD 88
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MLW = -1.51' NAVD 88
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MHW = 0.76' NAVD 88
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MLW = -1.51' NAVD 88
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MHW = 0.76' NAVD 88
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MLW = -1.51' NAVD 88
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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BDF
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DESCRIPTION
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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PROPOSED CONDITIONS CROSS SECTION VIEW
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PINELLAS COUNTY 22211 U.S. 19 N., BLDG 10 CLEARWATER, FL 33765
VERTICAL SCALE: 1" = 10' HORIZONTAL SCALE: 1" = 20'
3"-6" BEDDING STONE OR RECYCLED CONCRETE 6" THICK
AutoCAD SHX Text RIPRAP SEGMENTED BREAKWATER 18" MEDIAN DIAMETER LIMESTONE CREST ELEVATION 1.7' NAVD 88
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MHW = 0.76' NAVD 88
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MLW = -1.51' NAVD 88
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MHW = 0.76' NAVD 88
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MLW = -1.51' NAVD 88
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PRECAST CONCRETE BREAKWATER CREST ELEVATION 1.7 FEET 3.25'H X 5'W
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3"-6" BEDDING STONE OR RECYCLED CONCRETE 6" THICK
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MHW = 0.76' NAVD 88
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MLW = -1.51' NAVD 88
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PRECAST CONCRETE BREAKWATER CREST ELEVATION 1.7 FEET 3.25'H X 5'W
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3"-6" BEDDING STONE OR RECYCLED CONCRETE 6" THICK
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PRECAST CONCRETE BREAKWATER CREST ELEVATION 0.7 FEET 2.5'H X 4'W
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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BDF
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REV. BY
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REV. NO.
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DATE
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DESCRIPTION
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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PROPOSED CONDITIONS CROSS SECTION VIEW
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PINELLAS COUNTY 22211 U.S. 19 N., BLDG 10 CLEARWATER, FL 33765
PRECAST CONCRETE BREAKWATER CREST ELEVATION 0.7 FEET 2.5'H X 4'W
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3"-6" BEDDING STONE OR RECYCLED CONCRETE 6" THICK
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MHW = 0.76' NAVD 88
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MLW = -1.51' NAVD 88
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MHW = 0.76' NAVD 88
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MLW = -1.51' NAVD 88
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PRECAST CONCRETE BREAKWATER CREST ELEVATION 1.7 FEET 3.25'H X 5'W
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3"-6" BEDDING STONE OR RECYCLED CONCRETE 6" THICK
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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BDF
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DATE
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DESCRIPTION
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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PROPOSED CONDITIONS CROSS SECTION VIEW
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PINELLAS COUNTY 22211 U.S. 19 N., BLDG 10 CLEARWATER, FL 33765
DESIGNED
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DRAWN
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CHECKED
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DATE:
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DESCRIPTION
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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DETAILS
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PINELLAS COUNTY 22211 U.S. 19 N., BLDG 10 CLEARWATER, FL 33765
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2.5' X 4' PRECAST CONCRETE BREAKWATER WITH 6" FOOTER
3.25' X 5' PRECAST CONCRETE BREAKWATER WITH 6" FOOTER
DETAIL-
B ANCHOR SYSTEM
TYPICAL PLAN VIEW
TURBIDITY CURTAIN INSTALLATION
DETAIL-
A TURBIDITY CURTAIN
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PROPOSED PUBLIC EASEMENT
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PROPOSED PUBLIC EASEMENT
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SHACKLE
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DANFORTH ANCHOR
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ANCHOR ROPE
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HD CHAIN
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DESIGNED
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DRAWN
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CHECKED
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DATE:
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PROJECT NO.
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SHEET:
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DATE
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DESCRIPTION
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DATE
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FLA. LIC. NO 70856
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BRYAN D. FLYNN, P.E.
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PHILLIPPE PARK LIVING SHORELINE PROJECT SAFETY HARBOR, FL
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PROJECT:
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DESCRIPTION:
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ENVIRONMENTAL PROTECTION DETAILS
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PINELLAS COUNTY 22211 U.S. 19 N., BLDG 10 CLEARWATER, FL 33765
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NOT TO SCALE
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HORIZ. 1"=150'
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SCALE:
NOT TO SCALE
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File details come from the government source that posted it. Updated .