Appendix_6_-_ACOE_Plans.pdf
PDF 13 MB Posted
- Solicitation number
- 23-0814-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
This document is a set of engineering and construction plans for the Roosevelt Creek Channel 5 Improvements project, prepared by Pinellas County Public Works in collaboration with Tierra Engineering Associates and Acom Technical Services. The project involves maintenance dredging of the channel bottom, removing an existing concrete salinity barrier weir, and installing an articulated concrete block mat at the weir location. The project limits extend from north of the Executive Drive bridge to 30 feet beyond the existing salinity barrier weir. Key activities include lowering the weir elevation from 1.61 ft to 0.00 ft-NAVD, dredging sediment for disposal in a landfill, polymer coating of culverts discharging into the channel, and repairing and stabilizing eroded channel banks with staked sod.
The project is funded through Pinellas County and involves minimal disturbance, with a total project area of 777,400 square feet (17.85 acres) and only 0.1 acres to be directly disturbed. The site contains soils including Felda fine sand, Pineda/Urban land, Wabasso/Urban land, and Wulfert muck. Environmental considerations include a 0.1-acre wetland impact and adherence to state water quality standards, with specific turbidity monitoring requirements during construction. The project aims to improve hydrological connectivity, habitat value, and marine life passage while addressing erosion and salinity management in the Roosevelt Creek Channel 5 watershed, which covers approximately 2,316 acres and ultimately drains to Tampa Bay.
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APPENDIX 6 DOCUMENT
This document is provided to the Contractor for informational purposes, as per the Department of the Army Corps of Engineers permit, to be available on the job site. These plans are not intended to replace the project's signed and sealed plans.
PID 002123A
ROOSEVELT CREEK
CHANNEL 5
IMPROVEMENTS
FINANCIAL PID 002123A
AUGUST 2018
60% 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 LAYOUT PLAN 11 TYPICAL SECTION AND DETAILS TYPICAL SECTION AND DETAILS 12-24 PLAN VIEWS PLAN VIEWS 25-28 CROSS SECTIONS CROSS SECTIONS 29 PRELIMINARY PLANTING PLAN PRELIMINARY PLANTING PLAN 30 SALINITY WEIR REPLACEMENT PLAN AND SECTIONS SALINITY WEIR REPLACEMENT PLAN AND SECTIONS 31 SALINITY WEIR DETAILS SALINITY WEIR DETAILS 32-33 STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN 34 EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL DETAILS 35 EROSION & SEDIMENT CONTROL NOTESEROSION & SEDIMENT CONTROL NOTES
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 ROGER J. DAWSON, P.E. No. 68251 , P.E. No. 68251 68251 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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AutoCAD SHX Text I-175
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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
AutoCAD SHX Text ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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:
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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 68251
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ROGER J. DAWSON, 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
AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115
ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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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TS
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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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FLA. LIC. NO 68251
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SYMBOLS AND ABBREVIATIONS
AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115
ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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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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AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115
SOIL BORINGS SHEET 2 OF 6
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AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115
SOIL BORINGS SHEET 3 OF 6
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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 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
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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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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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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
AutoCAD SHX Text ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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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 BANK STABILIZATION AROUND CYPRESS TREES
PLAN
ELEVATION
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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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TOE OF SLOPE (0.5 TO 2.0)
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CHANNEL BOTTOM
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CHANNEL BOTTOM
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TOE OF SLOPE (0.5 TO 2.0)
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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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TYPICAL SIDE SLOPE FROM 3:1 TO 2:1
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EXISTING CYPRESS TREE
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MUHLENBERGIA CAPILLARIS SEE NOTE 1
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STAKED SOD ON STABILIZED BANK
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STAKED SOD ON STABILIZED BANK
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BEGIN SOD ON STABILIZED BANK
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MUHLENBERGIA CAPILLARIS (TYP) SEE NOTE 1
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TYPICAL SECTION AND DETAILS
AutoCAD SHX Text AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115
ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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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OLD ROOSEVELT BLVD
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WIDTH VARIES
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24' ASPHALT PAVEMENT
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GUARD RAIL
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GUARD RAIL
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SS-01
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HEADWALL
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HEADWALL
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TRIPLE 10'W X 8'H BOX CULVERTS
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WIDENER AVE 60' R/W (P)
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LAUREL 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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SS-02
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SS-03
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SS-04
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SS03_0435
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SSE03_0432
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SSE03_0427
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FLUME
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W LINE SECTION 2
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24"RCP PSE03_0434
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18"RCP PSE03_0429
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24"RCP
AutoCAD SHX Text B-11
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OVERHEAD FIBER OPTIC LINES TO REMAIN
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APPROX. LIMITS OF BANK STABILIZATION
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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 68251
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ROGER J. DAWSON, 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 ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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 SURPLUS SHELL MATERIAL TO BE SUPPLIED BY PINELLAS COUNTY. 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 34.34..
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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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
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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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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 68251
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ROGER J. DAWSON, 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 ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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 SURPLUS SHELL MATERIAL TO BE SUPPLIED BY PINELLAS COUNTY. 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)
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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)
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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)
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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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APPROX. LIMITS OF BANK STABILIZATION
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APPROX. LIMITS OF BANK STABILIZATION
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HOLE SEE NOTE 2.
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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 68251
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ROGER J. DAWSON, 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 22+75 - SEE SHEET 1515
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MATCH LINE STA 17+25 - SEE SHEET 1313
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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 SURPLUS SHELL MATERIAL TO BE SUPPLIED BY PINELLAS COUNTY. 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.
ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
24+00
24+00
26+24
26+24
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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)
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SCREENED POOL
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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RIDLEY AVE 60' R/W (P)
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ROSEMONT AVE 60' R/W (P)
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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)
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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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APPROX. LIMITS OF BANK STABILIZATION
AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION (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
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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 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 68251
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ROGER J. DAWSON, 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 27+75 - SEE SHEET 1616
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MATCH LINE STA 22+75 - SEE SHEET 1414
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PLAN VIEW
AutoCAD SHX Text ROGER J. DAWSON, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER FL. P.E. LICENSE NUMBER 68251 THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ROGER J. DAWSON, P.E. ON NOVEMBER 7, 2018 USING A SHA-1 AUTHENTICATION CODE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
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 SURPLUS SHELL MATERIAL TO BE SUPPLIED BY PINELLAS COUNTY. 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 34.34..
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)
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LOT 99
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LOT 98
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LOT 97
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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)
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LOT 101
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LOT 100
AutoCAD SHX Text 80.00'(P)
AutoCAD SHX Text 80.00'(P)
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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…
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