Appendix_6_-_Roosevelt_Creek_Channel_5-Previous_Construction_Dredging_Plans.pdf

20 MB Posted

Attached to
Roosevelt Creek Channel 5 Improvements; PID 002123A - ARPA Project
Solicitation number
23-0814-ITB-C
Issued by
Pinellas County, Clewiston City, Florida

About this file

Written by GovTribe AI ·

The provided document is a comprehensive set of engineering and construction plans for the Roosevelt Creek Channel 5 Improvements project by Pinellas County Public Works, dated July 2020. The project involves maintenance dredging of the channel bottom, removing an existing concrete salinity weir, and installing articulated concrete block (ACB) matting. The work will span approximately 17.85 acres, with only 0.1 acres to be actively disturbed, and includes specific erosion control, bank stabilization, and environmental protection measures. The project limits extend from north of the Executive Drive bridge to 30 feet beyond the existing salinity weir.

The project is funded through standard county infrastructure improvement processes and includes several critical environmental considerations. Geotechnical investigations by Tierra, Inc. revealed the channel's soils consist of Felda fine sand, Pineda/Urban land, Wabasso/Urban land, and Wulfert muck. Environmental protections include installing floating turbidity barriers, carefully managing sediment removal and disposal, polymer coating of discharge culverts, and implementing strict water quality monitoring procedures. The work must comply with Florida Department of Environmental Protection and Southwest Florida Water Management District regulations, with particular attention to protecting local wetlands (0.1 acres of impact) and maintaining water quality standards during construction.

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Other files

File Type Posted
Roosevelt_Creek_Channel_5_Improvements;_PID_002123A_-_ARPA_Project.pdf PDF
APPENDIX_1_-_Permits.pdf PDF
Specifications-1-4-24.pdf PDF
Plans_-_Construction.pdf PDF
Sample_Agreement-23-814.pdf PDF
Pricing_ProposalITB23-0814(reference_only).pdf PDF
Sample_Performance_and_Payment_Bonds.pdf PDF
Affdavit_of_Release_and_Guarantee.pdf PDF
QUALIFICATION_SUBMITTAL_FORM.pdf PDF
SBE_FORM.pdf PDF
Appendix_6_-_ACOE_Plans.pdf PDF
OpenGov_Fillable-_Final.pdf PDF
Appendix_6_-_SWFWMD_CFI_Agreement.pdf PDF
Appendix_6_-_Geotech_Report.pdf PDF
Appendix_6_-_Funding_Agreement_with_TBEP.pdf PDF
Florida_Trench_Safety_Form.pdf PDF
Sample_Application_for_Payment.pdf PDF
Appendix_6_-_Basin_As_Built_Plans.pdf PDF
Appendix_6_-_Post-Dredging_Point_Survey.pdf PDF
Airport_Security_Program.pdf PDF
Plans_-_Manatee_Grate_Detail_Construction.pdf PDF
Appendix_4_-_Special_Notices.pdf PDF
Bid_Submittal_Form-JOC.pdf PDF
Sample_Change_Order.pdf PDF
Appendix_6_-_Criteria_for_Drop-Off_of_Suitable_Cover_Material.pdf PDF
E-Verify_Affidavit.pdf PDF
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PID 002123A

ROOSEVELT CREEK

CHANNEL 5

IMPROVEMENTS

(DREDGING PORTION)

FINANCIAL PID 002123A

JULY 2020

100% SUBMITTAL

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SECTION 4, TOWNSHIP 30 SOUTH, RANGE 16 EAST

AutoCAD SHX Text INDEX OF PLANS SHEET NO. SHEET TITLE SHEET TITLE 01 KEY SHEET KEY SHEET 02 GENERAL NOTES GENERAL NOTES 03 SYMBOLS AND ABBREVIATIONS SYMBOLS AND ABBREVIATIONS 04-09 SOIL BORING PROFILES SOIL BORING PROFILES 10 LAYOUT PLAN AND IDENTIFIED EAGLE NEST LOCATION LAYOUT PLAN AND IDENTIFIED EAGLE NEST LOCATION 11 TYPICAL SECTION TYPICAL SECTION 12-24 PLAN VIEWS PLAN VIEWS 25-28 CROSS SECTIONS CROSS SECTIONS 29 PLANTING PLAN AT SALINITY WEIR REMOVAL LOCATION PLANTING PLAN AT SALINITY WEIR REMOVAL LOCATION 30 SALINITY WEIR REPLACEMENT PLAN AND SECTIONS 0 SALINITY WEIR REPLACEMENT PLAN AND SECTIONS SALINITY WEIR REPLACEMENT PLAN AND SECTIONS 31 SALINITY WEIR DETAILS SALINITY WEIR DETAILS 32 BANK STABILIZATION DETAILS BANK STABILIZATION DETAILS 33 EXISTING PIPE END TREATMENT DETAILS EXISTING PIPE END TREATMENT DETAILS 34 MANATEE EXCLUSION DEVICE DETAILS MANATEE EXCLUSION DEVICE DETAILS 35-36 STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN 37 EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL DETAILS 38 EROSION & SEDIMENT CONTROL NOTES EROSION & SEDIMENT CONTROL NOTES 39-40 FENCE TYPE B DETAILS FENCE TYPE B DETAILS 41 MAINTENANCE OF TRAFFIC DETAILS MAINTENANCE OF TRAFFIC DETAILS 42 EXISTING SALINITY WEIR DEMOLITION PLAN AND SECTION EXISTING SALINITY WEIR DEMOLITION PLAN AND SECTION 43 HAUL ROUTE & DREDGE DISPOSAL AREA HAUL ROUTE & DREDGE DISPOSAL AREA -- KING SURVEY KING SURVEY -- 1978 AS BUILT (FOR INFORMATION PURPOSES ONLY)1978 AS BUILT (FOR INFORMATION PURPOSES ONLY)

AutoCAD SHX Text STORMWATER AND VEGETATION DIVISION PINELLAS COUNTY PUBLIC WORKS 14 SOUTH FORT HARRISON AVENUE CLEARWATER, FLORIDA 33756 PHONE: (727) 464-3588(727) 464-3588

AutoCAD SHX Text RUSSELL WARREN PRATT, JR., P.E. No. 54580 , P.E. No. 54580 54580 ENGINEER OF RECORD

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PROJECT MANAGER: JOSIE BENWELL JOSIE BENWELL 727.464.3519

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DATE

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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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HIGHLAND AVE

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GULFPORT

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MYRTLE AVE

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131ST ST N.

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ULMERTON RD

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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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BAYWAY

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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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CROSS BAYOU

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LK SEMINOLE

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LK TARPON

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FLORIDA

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RD

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ANCLOTE

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RIVER

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RD

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PINELLAS COUNTY LOCATION MAP

AutoCAD SHX Text PREPARED BY: AECOM TECHNICAL SERVICES, INC 7650 WEST COURTNEY CAMPBELL CAUSEWAY WATERFORD PLAZA, SUITE 700 TAMPA, FL 33607-1462 CERTIFICATE OF AUTHORIZATION: 8115 PHONE (813) 286-1711 FAX (813) 286-6587

ENGINEERING ASSOCIATES, INC.

TIERRA

7351 Temple Terrace Highway Tampa, Florida 33637 Phone: 813-989-1354 Fax: 813-989-1355 FL Cert. No.: 6486

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1. REMOVE ONLY TREES DESIGNATED FOR REMOVAL IN THE PLAN, OR AS REMOVE ONLY TREES DESIGNATED FOR REMOVAL IN THE PLAN, OR AS DIRECTED BY THE ENGINEER. OBTAIN THE HABITAT MANAGEMENT PERMIT FROM PINELLAS COUNTY TRANSPORTATION & STORMWATER - NATURAL RESOURCES. TREE REMOVAL IS INCLUDED IN THE UNIT PRICE BID FOR CLEARING AND GRUBBING, UNLESS SEPARATE PAY ITEMS ARE PROVIDED. 2. ALL MATERIALS NOT CLAIMED BY THE COUNTY MUST BECOME THE ALL MATERIALS NOT CLAIMED BY THE COUNTY MUST BECOME THE PROPERTY OF THE CONTRACTOR, AND MUST BE DISPOSED OF BY THE CONTRACTOR IN AREAS PROVIDED BY THE CONTRACTOR. THE COST FOR THIS WORK IS INCLUDED IN THE UNIT PRICE BID FOR CLEARING AND GRUBBING. 3. ALL STATIONS AND OFFSETS REFER TO CONSTRUCTION BASE LINE, ALL STATIONS AND OFFSETS REFER TO CONSTRUCTION BASE LINE, UNLESS OTHERWISE NOTED. 4. ALL EXISTING PIPES THAT ARE TO REMAIN IN SERVICE WITHIN THE ALL EXISTING PIPES THAT ARE TO REMAIN IN SERVICE WITHIN THE RIGHT-OF-WAY CORRIDOR ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED IN THE PLANS. 5. STORM DRAIN INLET AND MANHOLE STATION LOCATIONS REFERENCE THE STORM DRAIN INLET AND MANHOLE STATION LOCATIONS REFERENCE THE CENTER OF THE SPECIFIED STRUCTURE BOTTOM. 6. ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE THE CONSTRUCTION ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE THE CONSTRUCTION LIMITS, MUST BE RETURNED TO THEIR PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE COUNTY. SEEDING MUST NOT BE USED AS FINAL GROUND COVER EXCEPT WHERE SPECIFICALLY SHOWN IN THE PLANS OR DIRECTED BY THE ENGINEER. 7. SHEETING, SHORING, AND BRACING MUST BE PROVIDED TO PROTECT SHEETING, SHORING, AND BRACING MUST BE PROVIDED TO PROTECT ADJACENT STRUCTURES AND UTILITIES, OR TO MINIMIZE TRENCH WIDTH. THE COST OF ALL SHEETING, SHORING, AND BRACING REQUIRED IS INCLUDED IN THE UNIT PRICE BID FOR THE ITEM OF WORK FOR WHICH SHEETING, SHORING, AND BRACING IS REQUIRED, UNLESS OTHERWISE PROVIDED FOR SEPARATELY IN THE BID SUBMITTAL SHEETS. 8. THE ENGINEER MUST RECEIVE PERMISSION FROM THE PROPERTY OWNER THE ENGINEER MUST RECEIVE PERMISSION FROM THE PROPERTY OWNER THROUGH A RIGHT OF ENTRY AGREEMENT AND\OR A SIDEWALK, UTILITY, OR DRAINAGE EASEMENT PRIOR TO ANY GRADING OR CONSTRUCTION BEYOND THE RIGHT-OF-WAY.. 9. ANY AND ALL EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO ANY AND ALL EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO COMMENCING CONSTRUCTION. THE ENGINEER MUST BE PROMPTLY NOTIFIED OF ANY DISCREPANCIES. 10. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. 11. SURFACING MUST NOT BE APPLIED TO ANY MANHOLE COVERS, FRAMES, SURFACING MUST NOT BE APPLIED TO ANY MANHOLE COVERS, FRAMES, VALVE BOXES, GAS DROPS, ETC. 12. SIDEWALK CURB RAMPS MUST BE PAID FOR AS DEFINED BY PINELLAS SIDEWALK CURB RAMPS MUST BE PAID FOR AS DEFINED BY PINELLAS INELLAS COUNTY SPECIFICATION 522 AND PINELLAS COUNTY STANDARD DETAIL 1360 13. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS MUST REMAIN UNLESS ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS MUST REMAIN UNLESS OTHERWISE NOTED IN THE PLANS, OR AS DIRECTED BY THE ENGINEER. PROPOSED SIGN LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT, AS DIRECTED BY THE ENGINEER. 14. BLUE, BI-DIRECTIONAL RPMS MUST BE INSTALLED ADJACENT TO ALL FIRE BLUE, BI-DIRECTIONAL RPMS MUST BE INSTALLED ADJACENT TO ALL FIRE HYDRANTS, PLACED PER FDOT TRAFFIC ENGINEERING MANUAL, SECTION 4.3 - USE OF BLUE RAISED PAVEMENT MARKERS TO IDENTIFY FIRE HYDRANTS. 15. ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY BE IN THE AREA ABOVE GROUND AND/OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT - PROCEED WITH CAUTION - CALL "SUNSHINE 811" IN ADVANCE OF BEGINNING WORK, IN ACCORDANCE WITH CHAPTER 556, FLORIDA STATUTES, UNDERGROUND FACILITY DAMAGE PREVENTION & SAFETY ACT. ALL UTILITY OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT CONTACT. FURTHER COORDINATION WITH UTILITY OWNERS MAY BE NECESSARY TO RESOLVE CONFLICTS THAT MAY ARISE IN THE FIELD DURING CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY UTILITIES DAMAGED AS A RESULT OF FAILURE TO CALL "SUNSHINE 811" AND THE UTILITY OWNERS. 16. THE RESPONSIBLE UTILITY OWNER MUST BE NOTIFIED FOR RELOCATION THE RESPONSIBLE UTILITY OWNER MUST BE NOTIFIED FOR RELOCATION OF METER BOXES FOR POTABLE AND NON-POTABLE WATER SERVICE.

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POWER TELEPHONE GAS CABLE SEWER WATER FIBER OPTIC

AutoCAD SHX Text DUKE ENERGY (727) 893-9255 2501 25TH STREET NORTH - SP14 ST PETERSBURG, FLORIDA 33713 ATTN: ARTHUR L. GILMORE VERIZON (727) 562-1178 1280 CLEVELAND ST CLEARWATER, FLORIDA, 33755 ATTN: JOHN BERGIN JOHN BERGIN TECO / PEOPLES GAS (727) 826-3258 ATTN: RAYMOND ZWISSLER BRIGHT HOUSE NETWORKS (727) 329-2817 700 CARILLON PKWY ST PETERSBURG, FLORIDA 33716 ATTN: THEODORE BINGHAM CITY OF LARGO PINELLAS COUNTY UTILITIES FIBERNET DIRECT FLORIDA, LLC (786) 610-7073 1601 NW 136TH AVENUE, SUITE A-200 SUNRISE, FL 33323 ATTN: DANNY HASKETT

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UTILITY CONTACTS:

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SURVEY PROVIDED BY:

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GEOTECHNICAL ENGINEERING SERVICES PROVIDED BY:

AutoCAD SHX Text 4921 Memorial Highway One Memorial Center, Suite 300 Tampa, Florida 33634 Phone 813 880-8881 Fax 813 880-8882 www.kingengineering.com License #2610

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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 2018/2019

AutoCAD SHX Text 002123A

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RD

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TS

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RD

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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 54580

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RUSSELL WARREN PRATT, JR., P.E.

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ROOSEVELT CREEK CHANNEL 5 IMPROVEMENTS

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PROJECT:

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DESCRIPTION:

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GENERAL NOTES

AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

BENCHMARK

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WATER METER

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GRATE INLET

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MAILBOX

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GAS VALVE

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PALM TREE

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GATE VALVE

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EVERGREEN TREE

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WATER VALVE

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DECIDUOUS TREE

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DRAINAGE MANHOLE

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COMMUNICATIONS MANHOLE

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LIGHT POLE

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UTILITY POLE

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SHRUB

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WV

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SET NAIL & DISC/CAP BRASS DISC

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CENTERLINE

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SEWER MANHOLE

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SURVEY LINE

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PROPERTY LINE

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DELTA ANGLE

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FIRE HYDRANT

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SET IRON ROD

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BLOCK NUMBER

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SUB PARCEL NO.

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FOUND NAIL & DISC/CAP BRASS DISC

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FOUND PINCH PIPE

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FOUND IRON PIPE

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FOUND IRON ROD

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SET CONCRETE MONUMENT

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FOUND CONCRETE MONUMENT

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GRAPHIC SYMBOLS:

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TARGET

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TRAFFIC SIGNAL PULL BOX

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(OAK UNLESS OTHERWISE ANNOTATED)

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XCUT (FOUND)

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(EXISTING W/ ACQUISITION)

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RIGHT-OF-WAY (EXISTING)

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RIGHT-OF-WAY LINE (PROPOSED)

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EXISTING TOPOGRAPHIC FEATURE

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SURVEY REFERENCE LINE

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ORIGINAL LOT LINE/FORMER OWNERSHIP LINE/

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PROPERTY OR DEED LINE

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VACATED EASEMENTS

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FENCE LINE

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TREE LINE

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EASEMENT LINE

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SECTION LINE

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CENTERLINE

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CONTOUR LINE

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SURFACE WATER/WETLAND BOUNDARY

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COMMUNICATION LINE

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TRAFFIC CONTROL LINE

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ELECTRIC POWER LINE/CABLE

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DRAINAGE (STORM SEWER) PIPE

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RECLAIMED WATER LINE

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HOT OIL LINE

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GAS LINE

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FORCE MAIN (SANITARY SEWER)

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SANITARY SEWER GRAVITY LINE

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UNKNOWN UTILITY

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POTABLE WATER

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XCUT (SET)

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GUY WIRE

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SPRINKLER HEAD

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TRAFFIC SIGNAL POLE

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UNDERDRAIN BOX

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POLE/POST

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RECLAIMED WATER VALVE

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RECLAIMED WATER METER

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MONITOR WELL

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RECLAIMED WATER MANHOLE

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ELECTRICAL OUTLET

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COMMUNICATIONS BOX

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POWER BOX

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SANITARY SEWER CLEANOUT

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BACKFLOW PREVENTER

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HOSE BIB

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SIGN

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RCM

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RCV

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HB

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BFP

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SH

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EXISTING TOP OF BANK AND TOE OF SLOPE

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(EXISTING W/ ACQUISITION)

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EASEMENT LINE (PROPOSED)

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PROPERTY APPRAISER PARCEL NUMBER

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DRAINAGE CLEAN OUT

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SPRINKLER HEAD VALVE

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SHV

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PEDESTRIAN SIGNAL

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PROPOSED PARCEL

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GAS

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GV

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GM

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ELECTRICAL EQUIPMENT

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GAS METER

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ABBREVIATIONS:

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(C) CALCULATED DATA (M) MEASURED (IN FIELD) (P) PLAT DATA (R) RECORD DATA 60D NAIL 60D A ARC AC ACRE(S) ADS AMERICAN DRAINAGE SYSTEMS ADSPF AMERICAN DRAINAGE SYSTEMS PERFORATED AHD AHEAD ASPH ASPHALT AUS AUSTRALIAN AVE AVENUE BC BACK OF CURB BE BURIED ELECTRICAL BKL BREAK LINE BLDG BUILDING BLVD BOULEVARD BM BENCHMARK BNCH BENCH BOXC BOX CULVERT BRCD BARRICADE BRG BEARING BRUSH BRUSH LINE BTMSHOT BOTTOM SHOT C# CURVE NUMBER C/O CARE OF CALC CALCULATED CB CATCH BASIN CBS CONCRETE BLOCK STRUCTURE CCCP CENTRIFUGALLY SPUN CEMENTITIOUS LINER CENTRIFUGALLY SPUN CEMENTITIOUS LINER CC##### CERTIFIED CORNER DOCUMENT NUMBER CH CHORD CIP CAST IRON PIPE CIPP CURED-IN-PLACE PIPE LINING CURED-IN-PLACE PIPE LINING CIR CIRCLE CL CENTERLINE CLMED CENTERLINE OF MEDIAN CLPI CENTERLINE; PI OF CLRR CENTERLINE OF RAILROAD CLSP CENTERLINE OF SPILLWAY CM CONCRETE MONUMENT CMP CORR METAL PIPE CO COUNTY COMM COMMUNICATIONS CONC CONCRETE CONDO CONDOMINIUM CONST CONSTRUCTION COR CORNER CORR CORRUGATED CR COUNTY ROAD D DELTA DB DEED BOOK DEI DEPARTMENT OF ENGINEERING AND INFRASTRUCTURE DEM DEPARTMENT OF ENVIRONMENTAL MANAGEMENT DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPT DEPARTMENT DESC DESCRIPTION DIA DIAMETER DIP DUCTILE IRON PIPE DIPD DUCTILE IRON PIPE, DRAINAGE DIPS DUCTILE IRON PIPE, SEWER DIPW DUCTILE IRON PIPE, WATER DNR DEPARTMENT OF NATURAL RESOURCES DOC DEGREE OF CURVE DOT DEPT OF TRANSPORTATION DP DITCH PAVEMENT DR DRIVE DW DRIVEWAY DWA DRIVEWAY, ASPHALT DWB DRIVEWAY, BRICK DWC DRIVEWAY, CONCRETE DWD DRIVEWAY, DIRT

AutoCAD SHX Text DWG DRAWING DWGRVL DRIVEWAY, GRAVEL DWGS DRIVEWAY, GRASS DWM DRIVEWAY, MARL DWS DRIVEWAY, STONE E EAST OR EASTING E-W EAST-WEST ECMP ELLIPT CMP EL ELEVATION ELEV ELEVATION ELLIPT ELLIPTICAL ENDW ENDWALL EP EDGE OF PAVEMENT EPA EDGE OF PAVEMENT, ASPHALT EPC EDGE OF PAVEMENT, CONCRETE EQ EQUATION EQUIP EQUIPMENT ER EDGE OF ROAD ERCP ELLIPT RCP ERD EDGE OF ROAD, DIRT ERG EDGE OF ROAD, GRAVEL ERM EDGE OF ROAD, MARL ERSH EDGE OF ROAD, SHELL ES EXISTING STORM ESMT EASEMENT ESS EXISTING SANITARY SEWER ET AL AND OTHERS ET UX AND WIFE/SPOUSE ETS ENGINEERING AND TECHNICAL SUPPORT EX EXTERNAL FAC FLORIDA ADMINISTRATIVE CODE FCM FOUND CONCRETE MONUMENT FEN FENCE FF FLOOR ELEV FIR FOUND IRON ROD FL FLOWLINE FM FORCE MAIN FNC FOUND NAIL AND CAP FNDK FOUND NAIL AND DISK FND FOUND FNS FOUND NAIL AND SHINER FOC FOUND ORANGE CAP FOP FOUND OPEN PIPE FPPIPE FOUND PINCHED PIPE FRC FOUND RED CAP FRRS FOUND RAILROAD SPIKE FRVT FOUND RIVET FS FLORIDA STATUTES FT FEET FXDL FLEXIBLE DELINEATOR FYC FOUND YELLOW CAP GALV GALVANIZED GP GROUND POINT GPR GROUND PENETRATING RADAR GPS GLOBAL POSITIONING SYSTEM GRAIL GUARD RAIL GTANK GAS TANK H HILLSBOROUGH HB HOSE BIB HED HEDGE H20 WATER HW HEADWALL HWM HIGH WATER MARK HWY HIGHWAY ID INSIDE DIAMETER INV INVERT IP IRON PIPE IR IRON ROD JBOX JUNCTION BOX JR JUNIOR L ARC LENGTH LABINS LAND BOUNDARY INFORMATION SYSTEM LIFT LIFT STATION

AutoCAD SHX Text LL LANE LINE LN LANE LT LEFT MES MITERED END SECTION MH MANHOLE MHW MEAN HIGH WATER MISC MISCELLANEOUS MLW MEAN LOW WATER MID-ORD MIDDLE ORDINATE MON MONUMENT MTS MINIMUM TECHNICAL STANDARDS N NORTH OR NORTHING N/A NOT APPLICABLE N-S NORTH-SOUTH NE NORTHEAST NO NUMBER NOS NATIONAL OCEANIC SURVEY NTS NOT TO SCALE NW NORTHWEST O/A OVERALL OAK C OAK CLUSTER OC ORANGE CAP OD OUTSIDE DIAMETER OH(#) OVERHEAD UTILITY (NUMBER OF LINES) OHW ORDINARY HIGH WATER OP OPEN PIPE OR OFFICIAL RECORD O/S OFFSET PALM C PALM CLUSTER PB PLAT BOOK PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCED PINELLAS COUNTY ENGINEERING DEPT PCRC PINELLAS COUNTY RED CAP PCSD PINELLAS COUNTY SURVEY DIVISION PE POLYETHYLENE PG PAGE PI POINT OF INTERSECTION PID PROJECT IDENTIFICATION NUMBER PINE C PINE CLUSTER PK PK (TRADE MARK) PL PROPERTY LINE PLNTR PLANTER PLS PROFESSIONAL LAND SURVEYOR PNT POINT PO POST OFFICE POB POINT OF BEGINNING POC POINT ON CURVE POOLEQUIP POOL EQUIPMENT, ETC POT POINT ON TANGENT PPIPE PINCHED PIPE PRC POINT OF REVERSE CURVATURE PSM PROFESSIONAL SURVEYOR AND MAPPER PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PWRBX POWER BOX PWRTRANS POWER TRANSFORMER R RADIUS R# REVISION NUMBER RC RED CAP RCP REINFORCED CONC PIPE RCW RECLAIMED WATER RD ROAD REF REFERENCE REINF REINFORCED RLS REGISTERED LAND SURVEYOR RP RADIUS POINT RPRP RIPRAP RR RAILROAD RRS RAILROAD SPIKE RT RIGHT ROW RIGHT-OF-WAY RVT RIVET

AutoCAD SHX Text R/W RIGHT-OF-WAY SB STRONG BACK SCM SET CONCRETE MONUMENT SE SOUTHEAST SEC ##-##-## SECTION, TOWNSHIP, RANGE SFN SURVEY FILE NUMBER SGP SUBMERGED GROUND POINT SH SPRINKLER HEAD SHV SPRINKLER HEAD VALVE SIR SET IRON ROD SL SURVEY LINE SNC SET NAIL AND CAP SND SET NAIL AND DISK SNS SET NAIL AND SHINER SOC SET ORANGE CAP SPLWY SPILLWAY SQ SQUARE SR STATE ROAD SRC SET RED CAP SRD STATE ROAD DEPARTMENT SRL# SURVEY REFERENCE LINE SRWB SURFACE WATER BOUNDARY SSVNT SANITARY SEWER VENT ST STREET STA STATION STY STORY SUBT SUBDIVISION TIE SW SOUTHWEST SWB SIDEWALK, BACK SWBR SIDEWALK, BRICK SWF SIDEWALK, FACE SWLK SIDEWALK SYC SET YELLOW CAP T TANGENT TB TOP OF BANK TBAR T-BAR PROPERTY MONUMENT TERR TERRACE TGT TARGET THRT THROAT TRAF TRAFFIC TS TOE OF SLOPE TSTHOLE TEST HOLE UDBX UNDERDRAIN BOX UNK UNKNOWN UP#### UTILITY POLE NUMBER UTIL UTILITY VCP VITRIFIED CLAY PIPE VPIP VERTICAL PIPE Vvh VERIFIED VERTICAL AND HORIZONTAL W WEST W/ WITH W/O WITHOUT WB WETLAND BOUNDARY WBNCH BENCH, WOOD WM WATER MAIN XWLK CROSS WALK YB YELLOW BOOK YC YELLOW CAP ° DEGREE +- MORE OR LESS (PLUS OR MINUS) " INCHES (IN DISTANCES) " SECONDS (IN BEARINGS) ' FEET (IN DISTANCES) ' MINUTES (IN BEARINGS)

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ROOSEVELT CREEK CHANNEL 5 IMPROVEMENTS

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AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

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SOIL BORINGS SHEET 1 OF 6

AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

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SOIL BORINGS SHEET 4 OF 6

AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

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SOIL BORINGS SHEET 5 OF 6

AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

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SOIL BORINGS SHEET 6 OF 6

AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

Feet

4002000

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EVERGREEN AVE

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CONCRETE WEIR TO BE REMOVED

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ULMERTON RD

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ST. PETERSBURG CLEARWATER INTERNATIONAL AIRPORT

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EXECUTIVE DR

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PLAN SHEET 15

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PLAN

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SHEET 13

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PELICAN PLACE

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FEATHER SOUND DR

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FORMER AIRCO GOLF COURSE

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STA. 65+95

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STA. 62+20

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STA. 57+24

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STA. 53+49

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ROOSEVELT CREEK CHANNEL 5 IMPROVEMENTS

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LAYOUT PLAN AND IDENTIFIED EAGLE NEST LOCATION

AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

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EAGLE NEST (PI026)

BALD EAGLE CONSTRUCTION GUIDELINES A BALD EAGLE NEST IS LOCATED OFFSITE, APPROXIMATELY 162 FEET WEST OF CHANNEL 5 AND 1,064 FEET SOUTH OF THE MIDPOINT OF THE SALINITY WEIR FROM THE PROJECT SITE. CONTRACTOR SHALL: 1. AVOID CONSTRUCTION ACTIVITIES WITHIN 330 FEET OF THE NEST DURING THE NESTING SEASON (1 OCTOBER - 15 MAY, OR WHEN AVOID CONSTRUCTION ACTIVITIES WITHIN 330 FEET OF THE NEST DURING THE NESTING SEASON (1 OCTOBER - 15 MAY, OR WHEN EAGLES ARE NESTING PRIOR TO 1 OCTOBER OR AFTER MAY 15). 2. AVOID EXCESSIVE AND/OR SUDDEN LOUD NOISE, INCLUDING TAILGATE BANGING, WITHIN 330 FEET OF THE EAGLE'S NEST TREE AVOID EXCESSIVE AND/OR SUDDEN LOUD NOISE, INCLUDING TAILGATE BANGING, WITHIN 330 FEET OF THE EAGLE'S NEST TREE WHEN EAGLES ARE PRESENT. 3. THE OWNER SHALL IMPLEMENT THE BALD EAGLE MONITORING GUIDELINES IF ANY CONSTRUCTION ACTIVITIES ARE PROPOSED TO THE OWNER SHALL IMPLEMENT THE BALD EAGLE MONITORING GUIDELINES IF ANY CONSTRUCTION ACTIVITIES ARE PROPOSED TO OCCUR BETWEEN 330 AND 660 FEET OF THE NEST DURING THE NESTING SEASON (1 OCTOBER - 15 MAY, OR WHEN EAGLES ARE NESTING PRIOR TO 1 OCTOBER OR AFTER MAY 15). THE GUIDELINES CAN BE FOUND AT: HTTPS://WWW.FWS.GOV/NORTHFLORIDA/BALDEAGLES/DOCUMENTS/2007-BE-MONITORING-GUIDELINES-WITHOUT-FIGURES.HTM

TYPICAL CHANNEL SECTION

BOTTOM OF SEDIMENT (2018 STUDY)

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SURVEYED CHANNEL BOTTOM

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EXISTING WEIR EL 1.61 FT

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PROPOSED WEIR EL 0.00 FT

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TOE OF SLOPE (0.5 TO 2.0)

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CHANNEL BOTTOM

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CHANNEL BOTTOM

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SCALE: NTS

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TOP OF BANK (EL 4.3 FT TO 7.2 FT NAVD)

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TOP OF BANK (EL 4.3 FT TO 7.2 FT NAVD)

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SEDIMENT TO BE

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BANK

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PROPOSED NWL EL 0.44 FT

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TYPICAL SECTION

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ITEM NOT INCLUDED IN CONTRACT:

11+51

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EDGE OF PAVEMENT

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5' CONC WALK

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5' CONC WALK

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ADA PAD

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2' CURB & GUTTER

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2' CURB & GUTTER

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OLD ROOSEVELT BLVD

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WIDTH VARIES

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GUARD RAIL

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GUARD RAIL

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WIDENER AVE 60' R/W (P)

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PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #1 (ORB 4749, PG 506)

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PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #2 (ORB 4749, PG 506)

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PINELLAS COUNTY (ORB 4689, PG 864)

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PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #12 (ORB 4749, PG 506)

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EVERGREEN AVE 50' R/W (P)

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FLUME

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W LINE SECTION 2

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18"RCP PSE03_0429

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24"RCP

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INV=-3.80

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OVERHEAD FIBER OPTIC LINES TO REMAIN

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APPROX. LIMITS OF BANK STABILIZATION (SEE DETAILS ON SHEET 32)32))

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DOUBLE FLOATING TURBIDITY BARRIER SEE DETAIL ON SHEET 3131

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EXISTING HEADWALL TO REMAIN

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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 002123A

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RD

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APPROVED BY:

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REV. BY

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DESCRIPTION

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DATE

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FLA. LIC. NO 54580

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RUSSELL WARREN PRATT, JR., P.E.

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ROOSEVELT CREEK CHANNEL 5 IMPROVEMENTS

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PROJECT:

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DESCRIPTION:

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PLAN VIEW

AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

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MATCH LINE STA 13+50 - SEE SHEET 1313

AutoCAD SHX Text NOTES: 1. HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION ACCESS DRIVE WILL BE REPAIRED PRIOR TO START OF CONSTRUCTION. SPECIAL ATTENTION MUST BE PAID TO THE CHANNEL BERM BENDS AND THE ACCESS FROM EVERGREEN DRIVE AT CAMBRIDGE AVENUE. HOLES WILL BE BACKFILLED AND STABILIZED WITH WITH CRUSHED CONCRETE AGGREGATE TO BE SUPPLIED BY CONTRACTOR. 2. HOLES AND RUTTED AREAS NOTED IN THE EASTERN BERM HOLES AND RUTTED AREAS NOTED IN THE EASTERN BERM ESPECIALLY AT 14228 PUFFIN COURT (SHEET 18) WILL BE 18) WILL BE ) WILL BE BACKFILLED WITH CLEAN SOIL AND RE-SODDED; MATERIALS TO BE SUPPLIED BY CONTRACTOR. 3. TREE PROTECTION SHALL BE PROVIDED FOR ALL TREES WITHIN TREE PROTECTION SHALL BE PROVIDED FOR ALL TREES WITHIN THE CONSTRUCTION LIMITS. SEE TREE PROTECTION BARRIERS DETAIL ON SHEET 37. 37. . 4. DOUBLE FLOATING TURBIDITY BARRIERS TO BE INSTALLED DOUBLE FLOATING TURBIDITY BARRIERS TO BE INSTALLED IMMEDIATELY UPSTREAM (SOUTH) OF HEADWALL ON SOUTH SIDE OF EXECUTIVE DRIVE (OLD ROOSEVELT BLVD) BRIDGE OVER CHANNEL 5. TURBIDITY BARRIERS MUST BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY (SEE ALSO SHEET 30 OF 35).

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TURBIDITY MONITORING POINT

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TMP-BG1

AutoCAD SHX Text (158 METERS UPSTREAM FROM EXECUTIVE DRIVE BRIDGE AT THE UPSTREAM HEADWALL OF THE DRIVEWAY TO RALLY CONVENIENCE STORE, 3400 ULMERTON ROAD)

16+21

16+21

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40200

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6' WOOD FENCE

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NEW UP WITH VERIZON CELL TOWER, ELECTRIC BOX AND METER. INSTALLED DURING SURVEY

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DIRT ROAD

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SURVEY REFERENCE LINE (SRL1)

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SURVEY REFERENCE LINE (SRL1)

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EVERGREEN AVE

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24' ASPHALT PAVEMENT

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EDGE OF PAVEMENT

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34TH ST N

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24' ASPHALT PAVEMENT

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AutoCAD SHX Text 50' (P)

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AutoCAD SHX Text 50' (P)

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AutoCAD SHX Text 50' (P)

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BLOCK 48

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LOT 2

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LOT 4

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ROXBOROUGH AVE 60' R/W (P)

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BLOCK 47

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LOT 2

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LOT 1

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LOT 3

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BLOCK 37

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LOT 2

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LOT 4

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LOT 1

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BLOCK 38

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LOT 2

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 100'(P)

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PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #2 (ORB 4749, PG 506)

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PINELLAS COUNTY (ORB 4727, PG 1588)

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PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #11 (ORB 4749, PG 506)

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PINELLAS COUNTY (ORB 4649, PG 69 & 70)

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PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #2 (ORB 4749, PG 506)

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EVERGREEN AVE 50' R/W (P)

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GARI, FLORENCE GARI, JAMES P (ORB 14095, PG 116)

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SSE03_0459

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SSE03_0456

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SSE03_0488

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LOT 1

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BLOCK 37

AutoCAD SHX Text 100'(P)

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LOT 1

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LOT 3

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PINELLAS COUNTY (ORB 4649, PG 69 & 70)

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PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #2 (ORB 4749, PG 506)

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EVERGREEN AVE 50' R/W (P)

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24"RCP PSE03_0458

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23"X18"ERCP PSE03_0451

AutoCAD SHX Text B-16

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INV=0.13

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INV= 1.87

AutoCAD SHX Text INSTALL NEW HEADWALL AND RIP RAP APRON TO EL 0.00 FT SEE DETAILS ON SHEET 33.33..

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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 2018/2019

AutoCAD SHX Text 002123A

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RD

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RD

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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 54580

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RUSSELL WARREN PRATT, JR., P.E.

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ROOSEVELT CREEK CHANNEL 5 IMPROVEMENTS

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PROJECT:

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DESCRIPTION:

AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

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MATCH LINE STA 17+25 - SEE SHEET 1414

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MATCH LINE STA 13+50 - SEE SHEET 1212

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PLAN VIEW

AutoCAD SHX Text NOTES: 1. HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION ACCESS DRIVE WILL BE REPAIRED PRIOR TO START OF CONSTRUCTION. SPECIAL ATTENTION MUST BE PAID TO THE CHANNEL BERM BENDS AND THE ACCESS FROM EVERGREEN DRIVE AT CAMBRIDGE AVENUE. HOLES WILL BE BACKFILLED AND STABILIZED WITH CRUSHED CONCRETE AGGREGATE TO BE SUPPLIED BY CONTRACTOR. 2. HOLES AND RUTTED AREAS NOTED IN THE EASTERN BERM HOLES AND RUTTED AREAS NOTED IN THE EASTERN BERM ESPECIALLY AT 14228 PUFFIN COURT (SHEET 18) WILL BE 18) WILL BE ) WILL BE BACKFILLED WITH CLEAN SOIL AND RE-SODDED; MATERIALS TO BE SUPPLIED BY CONTRACTOR.

20+00

20+00

21+10

21+10

Feet

40200

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4' CHAIN LINK FENCE

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6' CHAIN LINK FENCE

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GATE

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6' CHAIN LINK FENCE

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6' WOOD FENCE

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GATE

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6' WOOD FENCE

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GUARD RAIL

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S89°49'43"E 519.00' OA (P)

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LOT 108

AutoCAD SHX Text 168.70'(P)

AutoCAD SHX Text 30.62'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50' (P)

AutoCAD SHX Text 50'(P)

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AutoCAD SHX Text 50'(P)

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AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 100'(P)

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AutoCAD SHX Text 50'(P)

AutoCAD SHX Text

MANNHEIM AVE 60' R/W (P)

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LOT 6

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LOT 4

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LOT 2

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LOT 4

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LOT 6

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BLOCK 35

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BLOCK 34

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LOT 5

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LOT 3

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LOT 1

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LOT 3

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LOT 5

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LOT 1

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LOT 3

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BLOCK 36

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LOT 2

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LOT 4

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LOT 1

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LOT 2

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PINELLAS COUNTY (ORB 6128, PG 1579)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text

EVERGREEN AVE 50' R/W (P)

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SSE03_4000

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SSE03_4002

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SSE03_6097

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SSE03_6096

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EVERGREEN AVE

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24' ASPHALT PAVEMENT

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EDGE OF PAVEMENT

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W LINE SECTION 2

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SURVEY REFERENCE LINE (SRL1)

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24"RCP PSE03_4003

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24"RCP PSE03_6098

AutoCAD SHX Text B-21

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INV=3.64

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INV=3.56

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INV=1.64

AutoCAD SHX Text

INV=1.92

AutoCAD SHX Text

APPROX. LIMITS OF BANK STABILIZATION (SEE DETAILS ON SHEET 32)32))

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APPROX. LIMITS OF BANK STABILIZATION (SEE DETAILS ON SHEET 32)32))

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HOLE SEE NOTE 2.

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EXISTING STRUCTURE TO REMAIN

AutoCAD SHX Text INSTALL NEW HEADWALL AND RIP RAP APRON TO EL 0.00 FT SEE DETAILS ON SHEET 33.33..

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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 2018/2019

AutoCAD SHX Text 002123A

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RD

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TS

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RD

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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 54580

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RUSSELL WARREN PRATT, JR., P.E.

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ROOSEVELT CREEK CHANNEL 5 IMPROVEMENTS

AutoCAD SHX Text

PROJECT:

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DESCRIPTION:

AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

AutoCAD SHX Text

MATCH LINE STA 22+75 - SEE SHEET 1515

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MATCH LINE STA 17+25 - SEE SHEET 1313

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text NOTES: 1. HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION ACCESS DRIVE WILL BE REPAIRED PRIOR TO START OF CONSTRUCTION. SPECIAL ATTENTION MUST BE PAID TO THE CHANNEL BERM BENDS AND THE ACCESS FROM EVERGREEN DRIVE AT CAMBRIDGE AVENUE. HOLES WILL BE BACKFILLED AND STABILIZED WITH CRUSHED CONCRETE AGGREGATE TO BE SUPPLIED BY CONTRACTOR. 2. HOLES AND RUTTED AREAS NOTED IN THE EASTERN BERM HOLES AND RUTTED AREAS NOTED IN THE EASTERN BERM ESPECIALLY AT 14228 PUFFIN COURT (SHEET 18) WILL BE 18) WILL BE ) WILL BE BACKFILLED WITH CLEAN SOIL AND RE-SODDED; MATERIALS TO BE SUPPLIED BY CONTRACTOR.

24+00

24+00

26+24

26+24

Feet

40200

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GATE

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4' METAL FENCE

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6' WOOD FENCE

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6' WOOD FENCE

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GATE

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5' WOOD FENCE

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5' WOOD FENCE

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S00°14'18"E 819.16' OA (P)

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LOT 106

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LOT 105

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LOT 104

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LOT 103

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LOT 102

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LOT 107

AutoCAD SHX Text 80.00'(P)

AutoCAD SHX Text 80.00'(P)

AutoCAD SHX Text 80.00'(P)

AutoCAD SHX Text 80.00'(P)

AutoCAD SHX Text 80.00'(P)

AutoCAD SHX Text 90.46'(P)

AutoCAD SHX Text

SCREENED POOL

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50' (P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text

RIDLEY AVE 60' R/W (P)

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ROSEMONT AVE 60' R/W (P)

AutoCAD SHX Text

LOT 6

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LOT 2

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LOT 4

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LOT 6

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BLOCK 26

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BLOCK 27

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LOT 5

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LOT 1

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LOT 3

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LOT 5

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LOT 2

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LOT 4

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LOT 6

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LOT 1

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LOT 3

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LOT 5

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PINELLAS COUNTY (ORB 6128, PG 1579)

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PINELLAS COUNTY (ORB 4713, PG 801)

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NEIGHBORLY SENIOR SERVICES, INC. (ORB 12737, PG 570)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text

VACATED ROSEMONT AVE (ORB 6600, PG 1867)

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VACATED PORTION OF PB 17, PG 53 (ORB 6600, PG 1867)

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VACATED PORTION OF PB 17, PG 53 (ORB 6600, PG 1867)

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SS-15

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SS-16

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6' PVC FENCE (UNDER CONSTRUCTION)

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VACATED 10' OF LOT 2, PB 79, PG 2 (ORB 5720, PG 1957)

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VACATED 10' EASEMENT LOT 106, PB 79, PG 2 (ORB 5970, PG 1124)

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15"RCP

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SURVEY REFERENCE LINE (SRL1)

AutoCAD SHX Text B-26

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INV=1.97

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INV=3.11

AutoCAD SHX Text

APPROX. LIMITS OF BANK STABILIZATION (SEE DETAILS ON SHEET 32)32))

AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION (SEE DETAILS ON SHEET 32) 32) ) (SEE SHEET 16 FOR LENGTH)16 FOR LENGTH) FOR LENGTH)

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TREE

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1 CYPRESS

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APPROX. LIMITS OF BANK STABILIZATION (SEE DETAILS ON SHEET 32)32))

AutoCAD SHX Text INSTALL NEW HEADWALL AND RIP RAP APRON TO EL 0.00 FT SEE DETAILS ON SHEET 33.33..

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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 2018/2019

AutoCAD SHX Text 002123A

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RD

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TS

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RD

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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

AutoCAD SHX Text

FLA. LIC. NO 54580

AutoCAD SHX Text

RUSSELL WARREN PRATT, JR., P.E.

AutoCAD SHX Text

ROOSEVELT CREEK CHANNEL 5 IMPROVEMENTS

AutoCAD SHX Text

PROJECT:

AutoCAD SHX Text

DESCRIPTION:

AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115

AutoCAD SHX Text

MATCH LINE STA 27+75 - SEE SHEET 1616

AutoCAD SHX Text

MATCH LINE STA 22+75 - SEE SHEET 1414

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text NOTES: 1. HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION ACCESS DRIVE WILL BE REPAIRED PRIOR TO START OF CONSTRUCTION. SPECIAL ATTENTION MUST BE PAID TO THE CHANNEL BERM BENDS AND THE ACCESS FROM EVERGREEN DRIVE AT CAMBRIDGE AVENUE. HOLES WILL BE BACKFILLED AND STABILIZED WITH CRUSHED CONCRETE AGGREGATE TO BE SUPPLIED BY CONTRACTOR. 2. HOLES AND RUTTED AREAS NOTED IN THE EASTERN BERM HOLES AND RUTTED AREAS NOTED IN THE EASTERN BERM ESPECIALLY AT 14228 PUFFIN COURT (SHEET 18) WILL BE 18) WILL BE ) WILL BE BACKFILLED WITH CLEAN SOIL AND RE-SODDED; MATERIALS TO BE SUPPLIED BY CONTRACTOR. 3. TREE PROTECTION SHALL BE PROVIDED FOR ALL TREES WITHIN TREE PROTECTION SHALL BE PROVIDED FOR ALL TREES WITHIN THE CONSTRUCTION LIMITS. SEE TREE PROTECTION BARRIERS DETAIL ON SHEET 37.37..

28+00

28+00

32+00

32+00

Feet

40200

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5' PVC FENCE

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4' WOOD FENCE

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GATE

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SURVEY REFERENCE LINE (SRL1)

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S00°14'18"E 735.77' OA (P)

AutoCAD SHX Text N89°45'42"E 121.55'(P)

AutoCAD SHX Text

LOT 99

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LOT 98

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LOT 97

AutoCAD SHX Text

LOT 96

AutoCAD SHX Text 85.0'(P)

AutoCAD SHX Text 85.0'(P)

AutoCAD SHX Text 85.0'(P)

AutoCAD SHX Text 85.0'(P)

AutoCAD SHX Text S89°45'42"W 121.56'(P)

AutoCAD SHX Text

LOT 101

AutoCAD SHX Text

LOT 100

AutoCAD SHX Text 80.00'(P)

AutoCAD SHX Text 80.00'(P)

AutoCAD SHX Text

PLASTIC SHED

AutoCAD SHX Text 50' (P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50' (P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text 50'(P)

AutoCAD SHX Text

RUTLEDGE AVE 60' R/W (P)

AutoCAD SHX Text

MERION AVE 60' R/W (P)

AutoCAD SHX Text

LOT 2

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LOT 4

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LOT 6

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LOT 1

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LOT 3

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LOT 5

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BLOCK 15

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LOT 2

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LOT 6

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BLOCK 10

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LOT 1

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LOT 3

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LOT 5

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PINELLAS COUNTY (ORB 4678, PG 1110)

AutoCAD SHX Text

PINELLAS COUNTY (ORB 4678, PG 1110)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text

PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #16 (ORB 4749, PG 506)

AutoCAD SHX Text

PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #17 (ORB 4749, PG 506)

AutoCAD SHX Text 100'(P)

AutoCAD SHX Text

VACATED MERION AVE (ORB 6600, PG 1867)

AutoCAD SHX Text

VACATED RUTLEDGE AVE (ORB 6600, PG 1867)

AutoCAD SHX Text

NEIGHBORLY SENIOR SERVICES, INC. (ORB 12737, PG 570)

AutoCAD SHX Text

VACATED PORTION OF PB 17, PG 53 (ORB 6600, PG 1867)

AutoCAD SHX Text

VACATED PORTION OF PB 17, PG 53 (ORB 6600, PG 1867)

AutoCAD SHX Text

VACATED PORTION OF PB 17, PG 53 (ORB 6600, PG 1867)

AutoCAD SHX Text 50' (P)

AutoCAD SHX Text 50' (P)

AutoCAD SHX Text

SSE03_0263

AutoCAD SHX Text

SS-19

AutoCAD SHX Text

SS-20

AutoCAD SHX Text

36"RCP (LINED) PSE03_6098 157' TO SSE03_0260

AutoCAD…

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