Plans_-_Construction.pdf
PDF 20 MB Posted
- Solicitation number
- 23-0814-ITB-C
- Issued by
- Pinellas County, Clewiston City, Florida
About this file
These construction plans are for the Roosevelt Creek Channel 5 Improvements project by Pinellas County Public Works, with project identification number 002123A. The project involves removing and reconstructing an existing salinity weir to elevation 0.00 ft-NAVD, which will improve hydrological connectivity between Roosevelt Creek Channel 5 and Old Tampa Bay. Key activities include polymer coating of culverts discharging into the channel, installing articulating concrete block (ACB) matting at the weir location, repairing and stabilizing eroded channel banks with staked sod, and implementing erosion and sediment control measures. The project limits extend from north of the Executive Drive bridge to 30 feet beyond the existing salinity weir, with a total project area of approximately 17.85 acres and a disturbed area of 0.1 acres.
The project is funded through standard county infrastructure improvement processes, with careful environmental considerations including wetland impact minimization (0.1 acres of impact), water quality monitoring, and compliance with Florida Department of Environmental Protection and Southwest Florida Water Management District regulations. Construction will involve specific erosion control practices, stabilization techniques, and environmental protection measures, including floating turbidity barriers, temporary sodding, and careful waste disposal protocols. The project team will conduct water quality monitoring to ensure turbidity increases do not exceed 29 NTUs above ambient conditions, with strict reporting and potential work stoppage requirements if water quality standards are not maintained.
View the file
Other files
Show all 26
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PID 002123A
ROOSEVELT CREEK
CHANNEL 5
IMPROVEMENTS
(STORM DRAINAGE PORTION)
FINANCIAL PID 002123A
SEPTEMBER 2023
BID PLANS
AutoCAD SHX Text
SECTION 4, TOWNSHIP 30 SOUTH, RANGE 16 EAST
AutoCAD SHX Text
KEY MAP NOT TO SCALE
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 11-23 PLAN VIEWS PLAN VIEWS 24-33 PLANTING PLANS PLANTING PLANS 34 SALINITY WEIR REPLACEMENT PLAN AND SECTIONS SALINITY WEIR REPLACEMENT PLAN AND SECTIONS 35 SALINITY WEIR DETAILS SALINITY WEIR DETAILS 36 BANK STABILIZATION DETAILS BANK STABILIZATION DETAILS 37 PIPE END TREATMENT DETAILS PIPE END TREATMENT DETAILS 38 MANATEE EXCLUSION DEVICE DETAILS MANATEE EXCLUSION DEVICE DETAILS 39-40 STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN 41 EROSION & SEDIMENT CONTROL DETAILS EROSION & SEDIMENT CONTROL DETAILS 42 EROSION & SEDIMENT CONTROL NOTES EROSION & SEDIMENT CONTROL NOTES 43-44 FENCE TYPE B DETAILS FENCE TYPE B DETAILS 45 MAINTENANCE OF TRAFFIC DETAILS MAINTENANCE OF TRAFFIC DETAILS 46 EXISTING SALINITY WEIR DEMOLITION PLAN AND SECTION EXISTING SALINITY WEIR DEMOLITION PLAN AND SECTION 47 HAUL ROUTE HAUL ROUTE -- 1978 AS BUILT (FOR INFORMATION PURPOSES ONLY) 1978 AS BUILT (FOR INFORMATION PURPOSES ONLY) C1 DETAILS MANATEE GRATE (BY PINELLAS COUNTY)DETAILS MANATEE GRATE (BY PINELLAS COUNTY)
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
AutoCAD SHX Text
PROJECT MANAGER: JENNIFER SHANNON (727) 464-5674
AutoCAD SHX Text
DATE
AutoCAD SHX Text
GULF OF MEXICO
AutoCAD SHX Text
TAMPA BAY
AutoCAD SHX Text
28TH ST N.
AutoCAD SHX Text
CURLEW RD
AutoCAD SHX Text
22ND AVE S.
AutoCAD SHX Text
ALT 19
AutoCAD SHX Text
62ND AVE S.
AutoCAD SHX Text
GULF BLVD
AutoCAD SHX Text
SR 679
AutoCAD SHX Text I-275
AutoCAD SHX Text
PASS-A-GRILLE
AutoCAD SHX Text
SR 580
AutoCAD SHX Text
DREW ST
AutoCAD SHX Text
SUNSHINE SKYWAY
AutoCAD SHX Text
WILCOX RD
AutoCAD SHX Text
62ND AVE N.
AutoCAD SHX Text
LAKEVIEW RD
AutoCAD SHX Text
PARK BLVD
AutoCAD SHX Text
ALT 19
AutoCAD SHX Text
ROCKS RD
AutoCAD SHX Text
49TH ST N.
AutoCAD SHX Text
BELCHER RD
AutoCAD SHX Text
22ND AVE N.
AutoCAD SHX Text
5TH AVE N.
AutoCAD SHX Text
SR 584
AutoCAD SHX Text
MCMULLEN-BOOTH RD
AutoCAD SHX Text
US 19
AutoCAD SHX Text
ROOSEVELT BLVD
AutoCAD SHX Text
COURTNEY CAMPBELL
AutoCAD SHX Text
BELLEAIR RD
AutoCAD SHX Text
113TH ST N.
AutoCAD SHX Text
125TH ST N.
AutoCAD SHX Text
DUHME RD
AutoCAD SHX Text
SR 699
AutoCAD SHX Text
TAMPA RD
AutoCAD SHX Text
CR 1
AutoCAD SHX Text
CR 1
AutoCAD SHX Text
PINELLAS
AutoCAD SHX Text
POINT DR
AutoCAD SHX Text
ENTERPRISE RD
AutoCAD SHX Text
OAKHURST RD
AutoCAD SHX Text
PARK ST
AutoCAD SHX Text
BAYSIDE BRIDGE
AutoCAD SHX Text
BLVD
AutoCAD SHX Text
SUNSET POINT RD
AutoCAD SHX Text
NURSERY RD
AutoCAD SHX Text
BLVD
AutoCAD SHX Text
38TH AVE N.
AutoCAD SHX Text
28TH ST N.
AutoCAD SHX Text
MAIN ST
AutoCAD SHX Text
SEMINOLE BLVD
AutoCAD SHX Text I-375
AutoCAD SHX Text I-175
AutoCAD SHX Text
AVE
AutoCAD SHX Text
US 19
AutoCAD SHX Text
BLVD
AutoCAD SHX Text
NEBRASKA AVE
AutoCAD SHX Text
9TH ST
AutoCAD SHX Text I-275
AutoCAD SHX Text
STARKEY RD
AutoCAD SHX Text
PINELLAS
AutoCAD SHX Text
34TH ST N.
AutoCAD SHX Text
PINELLAS
AutoCAD SHX Text
TARPON
AutoCAD SHX Text
ULMERTON RD
AutoCAD SHX Text
US 19
AutoCAD SHX Text
EAST BAY DR
AutoCAD SHX Text
54TH AVE S.
AutoCAD SHX Text
TYRONE
AutoCAD SHX Text
HOWARD - FRANKLAND
AutoCAD SHX Text
CENTRAL AVE
AutoCAD SHX Text
WALSINGHAM
AutoCAD SHX Text
34TH ST S.
AutoCAD SHX Text
66TH ST N.
AutoCAD SHX Text
GANDY
AutoCAD SHX Text
KEENE RD
AutoCAD SHX Text
MISSOURI AVE
AutoCAD SHX Text I-275
AutoCAD SHX Text
BAY PINES
AutoCAD SHX Text
46TH AVE N.
AutoCAD SHX Text
BELCHER RD
AutoCAD SHX Text
VIRGINIA ST
AutoCAD SHX Text
KEYSTONE RD
AutoCAD SHX Text
ROOSEVELT
AutoCAD SHX Text
118TH AVE N.
AutoCAD SHX Text
BAYWAY
AutoCAD SHX Text
EAST LAKE RD
AutoCAD SHX Text
MAIN ST
AutoCAD SHX Text
BRYAN DAIRY RD
AutoCAD SHX Text
GULF TO BAY BLVD
AutoCAD SHX Text
MICHIGAN BLVD
AutoCAD SHX Text
4TH ST
AutoCAD SHX Text
N.E. COACHMAN RD
AutoCAD SHX Text
SR 590
AutoCAD SHX Text
54TH AVE N.
AutoCAD SHX Text
UNION ST
AutoCAD SHX Text
49TH ST S.
AutoCAD SHX Text
KLOSTERMAN
AutoCAD SHX Text
ALDERMAN RD
AutoCAD SHX Text
BLVD
AutoCAD SHX Text
COUNTRYSIDE
AutoCAD SHX Text
HIGHLAND AVE
AutoCAD SHX Text
GULFPORT
AutoCAD SHX Text
MYRTLE AVE
AutoCAD SHX Text
131ST ST N.
AutoCAD SHX Text
ULMERTON RD
AutoCAD SHX Text
TRINITY BLVD
AutoCAD SHX Text
BLVD
AutoCAD SHX Text
CAUSEWAY
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text
BAYWAY
AutoCAD SHX Text
ANDERSON BLVD
AutoCAD SHX Text
INDIAN
AutoCAD SHX Text
FOREST LAKES
AutoCAD SHX Text
DUNEDIN
AutoCAD SHX Text
AVE
AutoCAD SHX Text
CLEARWATER
AutoCAD SHX Text
HARBOR
AutoCAD SHX Text
ST. JOSEPH
AutoCAD SHX Text
SOUND
AutoCAD SHX Text
BOCA CIEGA
AutoCAD SHX Text
INTRACOASTAL WATERWAY
AutoCAD SHX Text
INTRACOASTAL WATERWAY
AutoCAD SHX Text
BLVD
AutoCAD SHX Text
CSWY
AutoCAD SHX Text
CROSS BAYOU
AutoCAD SHX Text
LK SEMINOLE
AutoCAD SHX Text
LK TARPON
AutoCAD SHX Text
FLORIDA
AutoCAD SHX Text
RD
AutoCAD SHX Text
ANCLOTE
AutoCAD SHX Text
RIVER
AutoCAD SHX Text
RD
AutoCAD SHX Text
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
Pratt, Russ Stamp
TIERRA
7351 Temple Terrace Highway Tampa, Florida 33637 Phone: 813-989-1354 Fax: 813-989-1355 FL Cert. No.: 6486
AutoCAD SHX Text
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. 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. 9. 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. 10. 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. 11. SIDEWALK CURB RAMPS MUST BE PAID FOR AS DEFINED BY FLORIDA SIDEWALK CURB RAMPS MUST BE PAID FOR AS DEFINED BY FLORIDA DEPARTMENT OF SPECIFICATION 522 AND CONSTRUCTED IN ACCORDANCE SPECIFICATION 522 AND CONSTRUCTED IN ACCORDANCE WITH PINELLAS COUNTY STANDARD DETAIL 1360 12. 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. 13. 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. 14. 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. 15. 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. 16. DREDGE NOTE QUALIFIER: THE PLANS SHOW DREDGING ACTIVITIES THAT DREDGE NOTE QUALIFIER: THE PLANS SHOW DREDGING ACTIVITIES THAT WERE COMPLETED IN A PREVIOUS PROJECT THAT HAS BEEN EXECUTED AND COMPLETED IN JUNE, 2021. 17. ALL STRUCTURES ARE TO REMAIN UNLESS OTHERWISE NOTED. ALL STRUCTURES ARE TO REMAIN UNLESS OTHERWISE NOTED.
AutoCAD SHX Text
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 SPECTRUM (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
AutoCAD SHX Text
UTILITY CONTACTS:
AutoCAD SHX Text
GEOTECHNICAL ENGINEERING SERVICES PROVIDED BY:
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
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
BENCHMARK
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text W
AutoCAD SHX Text
PALM TREE
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
EVERGREEN TREE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
DECIDUOUS TREE
AutoCAD SHX Text
DRAINAGE MANHOLE
AutoCAD SHX Text
COMMUNICATIONS MANHOLE
AutoCAD SHX Text
LIGHT POLE
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
WV
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SET NAIL & DISC/CAP BRASS DISC
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
SEWER MANHOLE
AutoCAD SHX Text
SURVEY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
DELTA ANGLE
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
SET IRON ROD
AutoCAD SHX Text
BLOCK NUMBER
AutoCAD SHX Text
SUB PARCEL NO.
AutoCAD SHX Text L
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOUND NAIL & DISC/CAP BRASS DISC
AutoCAD SHX Text
FOUND PINCH PIPE
AutoCAD SHX Text
FOUND IRON PIPE
AutoCAD SHX Text
FOUND IRON ROD
AutoCAD SHX Text
SET CONCRETE MONUMENT
AutoCAD SHX Text
FOUND CONCRETE MONUMENT
AutoCAD SHX Text
GRAPHIC SYMBOLS:
AutoCAD SHX Text
TARGET
AutoCAD SHX Text
TRAFFIC SIGNAL PULL BOX
AutoCAD SHX Text
(OAK UNLESS OTHERWISE ANNOTATED)
AutoCAD SHX Text
XCUT (FOUND)
AutoCAD SHX Text
(EXISTING W/ ACQUISITION)
AutoCAD SHX Text
RIGHT-OF-WAY (EXISTING)
AutoCAD SHX Text
RIGHT-OF-WAY LINE (PROPOSED)
AutoCAD SHX Text
EXISTING TOPOGRAPHIC FEATURE
AutoCAD SHX Text
SURVEY REFERENCE LINE
AutoCAD SHX Text
ORIGINAL LOT LINE/FORMER OWNERSHIP LINE/
AutoCAD SHX Text
PROPERTY OR DEED LINE
AutoCAD SHX Text
VACATED EASEMENTS
AutoCAD SHX Text
FENCE LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
EASEMENT LINE
AutoCAD SHX Text
SECTION LINE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
CONTOUR LINE
AutoCAD SHX Text
SURFACE WATER/WETLAND BOUNDARY
AutoCAD SHX Text o
AutoCAD SHX Text o
AutoCAD SHX Text o
AutoCAD SHX Text
COMMUNICATION LINE
AutoCAD SHX Text
TRAFFIC CONTROL LINE
AutoCAD SHX Text
ELECTRIC POWER LINE/CABLE
AutoCAD SHX Text
DRAINAGE (STORM SEWER) PIPE
AutoCAD SHX Text
RECLAIMED WATER LINE
AutoCAD SHX Text
HOT OIL LINE
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
FORCE MAIN (SANITARY SEWER)
AutoCAD SHX Text
SANITARY SEWER GRAVITY LINE
AutoCAD SHX Text
UNKNOWN UTILITY
AutoCAD SHX Text
POTABLE WATER
AutoCAD SHX Text
XCUT (SET)
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
SPRINKLER HEAD
AutoCAD SHX Text
TRAFFIC SIGNAL POLE
AutoCAD SHX Text
UNDERDRAIN BOX
AutoCAD SHX Text
POLE/POST
AutoCAD SHX Text
RECLAIMED WATER VALVE
AutoCAD SHX Text
RECLAIMED WATER METER
AutoCAD SHX Text
MONITOR WELL
AutoCAD SHX Text
RECLAIMED WATER MANHOLE
AutoCAD SHX Text
TS
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text W
AutoCAD SHX Text
ELECTRICAL OUTLET
AutoCAD SHX Text
COMMUNICATIONS BOX
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
SANITARY SEWER CLEANOUT
AutoCAD SHX Text
BACKFLOW PREVENTER
AutoCAD SHX Text
HOSE BIB
AutoCAD SHX Text
SIGN
AutoCAD SHX Text R
AutoCAD SHX Text
RCM
AutoCAD SHX Text
RCV
AutoCAD SHX Text
HB
AutoCAD SHX Text
BFP
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text C
AutoCAD SHX Text
SH
AutoCAD SHX Text
EXISTING TOP OF BANK AND TOE OF SLOPE
AutoCAD SHX Text
(EXISTING W/ ACQUISITION)
AutoCAD SHX Text
EASEMENT LINE (PROPOSED)
AutoCAD SHX Text
PROPERTY APPRAISER PARCEL NUMBER
AutoCAD SHX Text 00/00
AutoCAD SHX Text
DRAINAGE CLEAN OUT
AutoCAD SHX Text D
AutoCAD SHX Text
SPRINKLER HEAD VALVE
AutoCAD SHX Text
SHV
AutoCAD SHX Text
PEDESTRIAN SIGNAL
AutoCAD SHX Text
PROPOSED PARCEL
AutoCAD SHX Text P###
AutoCAD SHX Text
GAS
AutoCAD SHX Text
GV
AutoCAD SHX Text
GM
AutoCAD SHX Text E
AutoCAD SHX Text
ELECTRICAL EQUIPMENT
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
ABBREVIATIONS:
AutoCAD SHX Text
(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)
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
SYMBOLS AND ABBREVIATIONS
AECOM TECHNICAL SERVICES, INC. 7650 WEST COURTNEY CAMPBELL CAUSEWAY TAMPA, FL 33607-1462 (813) 286-1711 CERTIFICATE OF AUTHORIZATION: 8115
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
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
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
SOIL BORINGS SHEET 2 OF 6
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
SOIL BORINGS SHEET 3 OF 6
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
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
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
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
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
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
AutoCAD SHX Text
EVERGREEN AVE
AutoCAD SHX Text
CONCRETE WEIR TO BE REMOVED
AutoCAD SHX Text
ULMERTON RD
AutoCAD SHX Text
ST. PETERSBURG CLEARWATER INTERNATIONAL AIRPORT
AutoCAD SHX Text
EXECUTIVE DR
AutoCAD SHX Text
PLAN SHEET 14
AutoCAD SHX Text
PLAN SHEET 15
AutoCAD SHX Text
PLAN SHEET 16
AutoCAD SHX Text
PLAN SHEET 17
AutoCAD SHX Text
PLAN SHEET 20
AutoCAD SHX Text
PLAN SHEET 21
AutoCAD SHX Text
PLAN SHEET 22
AutoCAD SHX Text
PLAN SHEET 23
AutoCAD SHX Text
PLAN SHEET 18
AutoCAD SHX Text
PLAN SHEET 19
AutoCAD SHX Text
PLAN SHEET 13
AutoCAD SHX Text
PLAN SHEET 11
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SHEET 12
AutoCAD SHX Text
PELICAN PLACE
AutoCAD SHX Text
FEATHER SOUND DR
AutoCAD SHX Text
FORMER AIRCO GOLF COURSE
AutoCAD SHX Text 71+50
AutoCAD SHX Text 10+00
AutoCAD SHX Text 15+00
AutoCAD SHX Text 20+00
AutoCAD SHX Text 25+00
AutoCAD SHX Text 30+00
AutoCAD SHX Text 35+00
AutoCAD SHX Text 40+00
AutoCAD SHX Text 45+00
AutoCAD SHX Text 50+00
AutoCAD SHX Text 55+00
AutoCAD SHX Text 60+00
AutoCAD SHX Text 65+00
AutoCAD SHX Text 70+00
AutoCAD SHX Text
STA. 65+95
AutoCAD SHX Text
STA. 62+20
AutoCAD SHX Text
STA. 57+24
AutoCAD SHX Text
STA. 53+49
AutoCAD SHX Text
PLANTING SHEET 24
AutoCAD SHX Text
PLANTING SHEET 25
AutoCAD SHX Text
PLANTING SHEET 25
AutoCAD SHX Text
PLANTING SHEET 26
AutoCAD SHX Text
PLANTING SHEET 27
AutoCAD SHX Text
PLANTING SHEET 28
AutoCAD SHX Text
PLANTING SHEET 29
AutoCAD SHX Text
PLANTING SHEET 30
AutoCAD SHX Text
PLANTING SHEET 31
AutoCAD SHX Text
PLANTING SHEET 32
AutoCAD SHX Text
PLANTING SHEET 33
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
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
EAGLE NEST (PI026)
BALD EAGLE CONSTRUCTION GUIDELINES A BALD EAGLE NEST MAYBE 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 EAGLE NESTS ARE OBSERVED AND ANY THE OWNER SHALL IMPLEMENT THE BALD EAGLE MONITORING GUIDELINES. IF EAGLE NESTS ARE OBSERVED AND 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 4. THE MONITORING GUIDELINES REQUIRE THE CONTRACTOR TO PROVIDE PERSONNEL AT THE CONTRACTORS EXPENSE THAT ARE THE MONITORING GUIDELINES REQUIRE THE CONTRACTOR TO PROVIDE PERSONNEL AT THE CONTRACTORS EXPENSE THAT ARE FORMALLY EDUCATED IN THE BIOLOGICAL SCIENCES, WELL EXPERIENCED IN RECOGNIZING SPECIFIC PATTERNS AND CHANGES OF EAGLE BEHAVIOR AND CAPABLE OF RECORDING THOSE OBSERVATIONS IN A SCIENTIFIC MANNER TO OBSERVE AND SPOT ACTIVITY IN AND AROUND THE EAGLES NEST FOLLOWING THE 2007-BE-MONITORING GUIDELINES. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO PINELLAS COUNTY DEMONSTRATING THE PERSONNEL HAVE THE APPROPRIATE EDUCATION, TRAINING AND EXPERIENCE TO MONITOIR AND INTERPRET BALD EAGLE BEHAVIOR..
40200
AutoCAD SHX Text 70067
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
5' CONC WALK
AutoCAD SHX Text
5' CONC WALK
AutoCAD SHX Text
ADA PAD
AutoCAD SHX Text
2' CURB & GUTTER
AutoCAD SHX Text
2' CURB & GUTTER
AutoCAD SHX Text
OLD ROOSEVELT BLVD
AutoCAD SHX Text
WIDTH VARIES
AutoCAD SHX Text
SURVEY REFERENCE LINE (SRL1)
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
EVERGREEN AVE
AutoCAD SHX Text
24' ASPHALT PAVEMENT
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
BLOCK 59
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
BLOCK 50
AutoCAD SHX Text
BLOCK 49
AutoCAD SHX Text
WIDENER AVE 60' R/W (P)
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text 62.65'(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
LOT 1
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LAUREL AVE 60' R/W (P)
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text 100'(P)
AutoCAD SHX Text 100'(P)
AutoCAD SHX Text 100'(P)
AutoCAD SHX Text
PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #1 (ORB 4749, PG 506)
AutoCAD SHX Text
PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #2 (ORB 4749, PG 506)
AutoCAD SHX Text
PINELLAS COUNTY (ORB 4689, PG 864)
AutoCAD SHX Text
PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #12 (ORB 4749, PG 506)
AutoCAD SHX Text
EVERGREEN AVE 50' R/W (P)
AutoCAD SHX Text
W LINE SECTION 2
AutoCAD SHX Text B-11
AutoCAD SHX Text C
AutoCAD SHX Text 14"
AutoCAD SHX Text 23"
AutoCAD SHX Text 21"
AutoCAD SHX Text 14"
AutoCAD SHX Text 20"
AutoCAD SHX Text 16"&3-6"
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
2-REFLECTORS LEFT/RIGHT TURN ARROW
AutoCAD SHX Text STRAIGHT END WALL TOP ELEV.=6.37' E INV. 8'X10' BOX CULVERT=-3.74' S INV. 8'X10' BOX CULVERT=-3.80' W INV. 8'X10' BOX CULVERT=-3.79'
AutoCAD SHX Text STRAIGHT END WALL TOP ELEV.=6.28' N INV. 8'X10' BOX CULVERT=-3.70' E INV. 8'X10' BOX CULVERT=-3.72' W INV. 8'X10' BOX CULVERT=-3.82'
AutoCAD SHX Text
24" CPP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
INV. ELEV.=1.55'
AutoCAD SHX Text
INV. ELEV.=0.03
AutoCAD SHX Text
CATCH BASIN GRATE ELEV.=5.91' INV. 24" RCP=1.69'
AutoCAD SHX Text
INV. ELEV.=1.90'
AutoCAD SHX Text
8'X10' BOX CULVERT
AutoCAD SHX Text
8'X10' BOX CULVERT
AutoCAD SHX Text
8'X10' BOX CULVERT
AutoCAD SHX Text
SPILLWAY/FLUME
AutoCAD SHX Text
OVERHEAD FIBER OPTIC LINES TO REMAIN
AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION AREA NO. 1 APPROX. 401 S.F. (SEE DETAILS ON SHEET 36)36))
AutoCAD SHX Text
DOUBLE FLOATING TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text REMOVE EXISTING PIPE END STRUCTURE INSTALL NEW HEADWALL AND 111 S. F. 18" THICK RIP RAP APRON REGRADE AS SHOWN SEE DETAILS ON SHEET 37.37..
AutoCAD SHX Text
EXISTING HEADWALL TO REMAIN
AutoCAD SHX Text
INSTALL MANATEE GRATE DESIGNED BY PINELLAS COUNTY SEE DETAILS ON SHEET C1
AutoCAD SHX Text
STAKED TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text
INSTALL 155 S.F. OF STAKED BAHIA SOD BEHIND ENDWALL
AutoCAD SHX Text
WATER GOAT INSTALLED BY OTHERS
AutoCAD SHX Text 0.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 4.0
AutoCAD SHX Text 2.0
AutoCAD SHX Text 1.0
AutoCAD SHX Text 4.0
AutoCAD SHX Text 5.0
AutoCAD SHX Text 2.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 4.0
AutoCAD SHX Text 0.0
AutoCAD SHX Text 1.0
AutoCAD SHX Text 2.0
AutoCAD SHX Text 1.0
AutoCAD SHX Text 2.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text REMOVE EXISTING PIPE END STRUCTURE INSTALL NEW HEADWALL AND 194 S.F. 18" THICK RIP RAP APRON REGRADE AS SHOWN SEE DETAILS ON SHEET 37.37..
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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
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
AutoCAD SHX Text
MATCH LINE STA 13+50 - SEE SHEET 1212
AutoCAD SHX Text NOTES: 1. HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION HOLES NOTED IN THE WESTERN ACCESS BERM/CONSTRUCTION ACCESS DRIVE SHALL BE REPAIRED BY THE CONTRACTOR AT THE 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 17) WILL BE 17) 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 41. 41. . 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).
AutoCAD SHX Text
TURBIDITY MONITORING POINT
AutoCAD SHX Text
TMP-BG1
AutoCAD SHX Text (518 FEET UPSTREAM FROM EXECUTIVE DRIVE BRIDGE AT THE UPSTREAM HEADWALL OF THE DRIVEWAY TO RALLY CONVENIENCE STORE, 3400 ULMERTON ROAD)
AutoCAD SHX Text
DREDGING HAS BEEN COMPLETED
AutoCAD SHX Text
LIMITS OF RIP RAP AROUND HEADWALLS
LEGEND
AutoCAD SHX Text 70063
AutoCAD SHX Text 70064
AutoCAD SHX Text 70066
AutoCAD SHX Text
6' WOOD FENCE
AutoCAD SHX Text
NEW UP WITH VERIZON CELL TOWER, ELECTRIC BOX AND METER. INSTALLED DURING SURVEY
AutoCAD SHX Text
DIRT ROAD
AutoCAD SHX Text
SURVEY REFERENCE LINE (SRL1)
AutoCAD SHX Text
SURVEY REFERENCE LINE (SRL1)
AutoCAD SHX Text
EVERGREEN AVE
AutoCAD SHX Text
24' ASPHALT PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
34TH ST N
AutoCAD SHX Text
24' ASPHALT PAVEMENT
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
BLOCK 48
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
ROXBOROUGH AVE 60' R/W (P)
AutoCAD SHX Text
BLOCK 47
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
BLOCK 37
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
BLOCK 38
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text 100'(P)
AutoCAD SHX Text 100'(P)
AutoCAD SHX Text 100'(P)
AutoCAD SHX Text
PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #2 (ORB 4749, PG 506)
AutoCAD SHX Text
PINELLAS COUNTY (ORB 4727, PG 1588)
AutoCAD SHX Text
PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #11 (ORB 4749, PG 506)
AutoCAD SHX Text
PINELLAS COUNTY (ORB 4649, PG 69 & 70)
AutoCAD SHX Text
PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #2 (ORB 4749, PG 506)
AutoCAD SHX Text
EVERGREEN AVE 50' R/W (P)
AutoCAD SHX Text
GARI, FLORENCE GARI, JAMES P (ORB 14095, PG 116)
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
BLOCK 37
AutoCAD SHX Text 100'(P)
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
PINELLAS COUNTY (ORB 4649, PG 69 & 70)
AutoCAD SHX Text
PINELLAS COUNTY ROOSEVELT BASIN CANAL "A" R/W PARCEL #2 (ORB 4749, PG 506)
AutoCAD SHX Text
EVERGREEN AVE 50' R/W (P)
AutoCAD SHX Text B-16
AutoCAD SHX Text P
AutoCAD SHX Text C
AutoCAD SHX Text
34TH ST. N. HILLSBOROUGH AVE
AutoCAD SHX Text
DEAD END
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
3-REFLECTOR
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
14"X23" ERCP
AutoCAD SHX Text
MES INV. 14"X23" ERCP=4.13'
AutoCAD SHX Text GRATE INLET GRATE ELEV.=6.72' N INV. 14"X23" ERCP=4.14' E INV. 14"X23" ERCP=4.09' SW INV. 14"X23" ERCP=4.13'
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
INV. ELEV.=0.17'
AutoCAD SHX Text
GRATE INLET GRATE ELEV.=5.48' S INV. 14"X23" ERCP=3.06' W INV. 24" RCP=1.93'
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION AREA NO. 2 APPROX. 467 S.F. (SEE DETAILS ON SHEET 36))
AutoCAD SHX Text REMOVE EXISTING PIPE END STRUCTURE INSTALL NEW HEADWALL AND 110 S.F. 18" THICK RIP RAP APRON REGRADE AS SHOWN SEE DETAILS ON SHEET 37.37..
AutoCAD SHX Text
STAKED TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text
INSTALL 79 S.F. OF STAKED BAHIA SOD BEHIND ENDWALL
AutoCAD SHX Text 2.0
AutoCAD SHX Text 4.0
AutoCAD SHX Text 5.0
AutoCAD SHX Text 6.0
AutoCAD SHX Text 1.0
AutoCAD SHX Text 2.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 1.0
AutoCAD SHX Text 0.0
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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 17+25 - SEE SHEET 1313
AutoCAD SHX Text
MATCH LINE STA 13+50 - SEE SHEET 1111
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 SHALL BE REPAIRED BY THE CONTRACTOR AT THE 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 17) WILL BE 17) WILL BE ) WILL BE BACKFILLED WITH CLEAN SOIL AND RE-SODDED; MATERIALS TO BE SUPPLIED BY CONTRACTOR.
AutoCAD SHX Text
IDREDGING HAS BEEN COMPLETED
AutoCAD SHX Text
LIMITS OF RIP RAP AROUND HEADWALLS
AutoCAD SHX Text 70075
AutoCAD SHX Text
4' CHAIN LINK FENCE
AutoCAD SHX Text
6' CHAIN LINK FENCE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
6' CHAIN LINK FENCE
AutoCAD SHX Text
6' WOOD FENCE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
6' WOOD FENCE
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
S89°49'43"E 519.00' OA (P)
AutoCAD SHX Text
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)
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 100'(P)
AutoCAD SHX Text 100'(P)
AutoCAD SHX Text 50'(P)
AutoCAD SHX Text
MANNHEIM AVE 60' R/W (P)
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
BLOCK 35
AutoCAD SHX Text
BLOCK 34
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
BLOCK 36
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
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)
AutoCAD SHX Text
SSE03_4000
AutoCAD SHX Text
SSE03_4002
AutoCAD SHX Text
EVERGREEN AVE
AutoCAD SHX Text
24' ASPHALT PAVEMENT
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
W LINE SECTION 2
AutoCAD SHX Text
SURVEY REFERENCE LINE (SRL1)
AutoCAD SHX Text
24"RCP PSE03_4003
AutoCAD SHX Text B-21
AutoCAD SHX Text
71804 VVH #4
AutoCAD SHX Text
71812 VVH#3
AutoCAD SHX Text
INV=3.64
AutoCAD SHX Text
INV=3.56
AutoCAD SHX Text 5"
AutoCAD SHX Text 12"
AutoCAD SHX Text 16"
AutoCAD SHX Text
2-REFLECTORS
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
DIRECTION ONLY
AutoCAD SHX Text
RECLAIMED WATER
AutoCAD SHX Text
RECLAIMED WATER
AutoCAD SHX Text
6' CHAIN LINK
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
INV. ELEV.=1.97'
AutoCAD SHX Text
INV. ELEV.=1.61'
AutoCAD SHX Text
6' CHAIN LINK
AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION AREA NO. 2 APPROX. 467 S.F. (SEE DETAILS ON SHEET 36))
AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION AREA NO. 3 APPROX. 503 S.F. (SEE DETAILS ON SHEET 36)36))
AutoCAD SHX Text
HOLE SEE NOTE 2.
AutoCAD SHX Text
EXISTING MITERED END STRUCTURE TO REMAIN. MANATEE GATE NOT REQUIRED.
AutoCAD SHX Text REMOVE EXISTING PIPE END STRUCTURE INSTALL NEW HEADWALL AND 89 S.F. 18" THICK RIP RAP APRON REGRADE AS SHOWN SEE DETAILS ON SHEET 37.37..
AutoCAD SHX Text
STAKED TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text
STAKED TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text
SOIL TRACKING PREVENTION DEVICE SEE DETAIL ON SHEET 4141
AutoCAD SHX Text
INSTALL 36 S.F. OF STAKED BAHIA SOD BEHIND ENDWALL
AutoCAD SHX Text 2.0
AutoCAD SHX Text 2.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 5.0
AutoCAD SHX Text 1.0
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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 22+75 - SEE SHEET 1414
AutoCAD SHX Text
MATCH LINE STA 17+25 - SEE SHEET 1212
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 SHALL BE REPAIRED BY THE CONTRACTOR AT THE 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 17) WILL BE 17) WILL BE ) WILL BE BACKFILLED WITH CLEAN SOIL AND RE-SODDED; MATERIALS TO BE SUPPLIED BY CONTRACTOR.
AutoCAD SHX Text
DREDGING HAS BEEN COMPLETED
AutoCAD SHX Text
LIMITS OF RIP RAP AROUND HEADWALLS
AutoCAD SHX Text 70835
AutoCAD SHX Text
GATE
AutoCAD SHX Text
4' METAL FENCE
AutoCAD SHX Text
6' WOOD FENCE
AutoCAD SHX Text
6' WOOD FENCE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
5' WOOD FENCE
AutoCAD SHX Text
5' WOOD FENCE
AutoCAD SHX Text
S00°14'18"E 819.16' OA (P)
AutoCAD SHX Text
LOT 106
AutoCAD SHX Text
LOT 105
AutoCAD SHX Text
LOT 104
AutoCAD SHX Text
LOT 103
AutoCAD SHX Text
LOT 102
AutoCAD SHX Text
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)
AutoCAD SHX Text
ROSEMONT AVE 60' R/W (P)
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
BLOCK 26
AutoCAD SHX Text
BLOCK 27
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
PINELLAS COUNTY (ORB 6128, PG 1579)
AutoCAD SHX Text
PINELLAS COUNTY (ORB 4713, PG 801)
AutoCAD SHX Text
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)
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
6' PVC FENCE (UNDER CONSTRUCTION)
AutoCAD SHX Text
VACATED 10' OF LOT 2, PB 79, PG 2 (ORB 5720, PG 1957)
AutoCAD SHX Text
VACATED 10' EASEMENT LOT 106, PB 79, PG 2 (ORB 5970, PG 1124)
AutoCAD SHX Text
SURVEY REFERENCE LINE (SRL1)
AutoCAD SHX Text B-26
AutoCAD SHX Text
RCV
AutoCAD SHX Text 6"
AutoCAD SHX Text 7"
AutoCAD SHX Text
RECLAIMED WATER
AutoCAD SHX Text
INV. ELEV.=6.29'
AutoCAD SHX Text
15" RCP
AutoCAD SHX Text
INV. ELEV.=2.10'
AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION AREA NO. 5 APPROX. 517 S.F. (SEE DETAILS ON SHEET 36))
AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION AREA NO. 6 APPROX. 6,082 S.F. (SEE DETAILS ON SHEET 36) 36) ) (SEE SHEET 15 FOR LENGTH)15 FOR LENGTH) FOR LENGTH)
AutoCAD SHX Text
1 EXISTING TREE TO REMAIN
AutoCAD SHX Text
1 EXISTING CYPRESS TREE TO REMAIN
AutoCAD SHX Text APPROX. LIMITS OF BANK STABILIZATION AREA NO. 4 APPROX. 349 S.F. (SEE DETAILS ON SHEET 36)36))
AutoCAD SHX Text REMOVE EXISTING PIPE END STRUCTURE INSTALL NEW HEADWALL AND AND 106 S.F. 18" THICK RIP RAP APRON REGRADE AS SHOWN SEE DETAILS ON SHEET 37.37..
AutoCAD SHX Text
STAKED TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text
STAKED TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text
STAKED TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text
STAKED TURBIDITY BARRIER SEE DETAIL ON SHEET 3535
AutoCAD SHX Text
INSTALL 36 S.F. OF STAKED BAHIA SOD BEHIND ENDWALL
AutoCAD SHX Text 3.0
AutoCAD SHX Text 3.0
AutoCAD SHX Text 5.0
AutoCAD SHX Text 2.0
AutoCAD SHX Text 1.0
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text 2022/2023
AutoCAD SHX Text 002123A
AutoCAD SHX Text
RD
AutoCAD SHX Text
TS
AutoCAD SHX Text
RD
AutoCAD SHX Text
APPROVED BY:
AutoCAD SHX Text
REV. BY
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .