22-Attachment D - Example Plans - 46147010.pdf

3 MB Posted

Attached to
Stormwater Countywide Ditch and Side Drain Restoration
Solicitation number
IFB-26-00250
Issued by
Hillsborough County, Florida

About this file

Written by GovTribe AI ·

This document consists of example construction plans prepared by Hillsborough County Public Works Department for Site 1-2 of the Sidedrain and Roadside Ditch Renewal Program in Fiscal Year 2020, located at Lithia Pinecrest Road (County Road 640) and Walter Hunter Road in Hillsborough County, Florida. The project involves the construction of 24 linear feet of 18-inch reinforced concrete pipe (RCP) with concrete mitered end sections, replacement of existing driveways per FDOT standards, and regrading of approximately 1,050 linear feet of ditch across eight typical sections with varying slopes ranging from 0.06% to 0.59%. The construction extends from Station 0+00 to Station 13+50, requiring coordination with multiple utility companies including Tampa Electric Company, City of Tampa, City of Plant City, Hillsborough County Water Resource Services, and various telecommunications and pipeline operators. The plans include general notes addressing contractor responsibilities for utility coordination, traffic maintenance, erosion control, stormwater pollution prevention, staking and surveying, property protection, and compliance with OSHA trench excavation standards and FDOT specifications. The contractor must provide 48 hours' notice to the Sunshine State One Call Center and coordinate directly with Hillsborough County Water Resource Services representatives at least 2 work days prior to construction affecting county facilities.

The plans establish that contractors must comply with Florida Department of Transportation Standard Specifications and Hillsborough County Standard Specifications (May 2010), maintain traffic per FDOT Section 102 and Roadway and Traffic Design Standards, obtain necessary permits including Right-of-Way Use and Temporary Traffic Control permits, and provide detailed record drawings for all relocated facilities and drainage work at no additional cost. All ditch regrading must terminate at the right-of-way boundary unless property owner access rights have been granted, with all slopes 3:1 or flatter requiring sod and steeper slopes requiring staked sod installation. The contractor is responsible for verifying existing utility locations, particularly an ammonia pipe and vault valve (Valve #BV15) in the project vicinity, removing all excess material, maintaining the drainage system during construction, clearing sediment from remaining existing pipe, and restoring disturbed areas in accordance with Hillsborough County standards. The project references benchmark and control points established by the county and requires the contractor to supply all line and grade points and complete stakeout at contractor expense included in applicable unit bid prices.

View the file

Other files

File Type Posted
8-Insurance Certificate.doc.doc DOC document
7-Change Order Form.pdf.pdf PDF
4-Consent of Surety-Change Order.pdf.pdf PDF
11-Subcontractor Letter of Intent.pdf PDF
26-IFB-26-00250 Bid Bond.pdf PDF
6-Consent of Surety to Final Payment.pdf.pdf PDF
10-Direct Deposit Authorization Form 5.15.2025.pdf.pdf PDF
14-AFFIDAVIT OF COMPLIANCE - Denying Doing Business with a Foreign Country of Concern 02.26.2026.docx DOCX document
18-Hillsborough County BOCC Certificate Holder.png PNG image
25-Attachment A - Insurance Requirements.pdf PDF
16-Allowance Authorization Release Form.pdf.pdf PDF
15-SBE-2 Goal Participation Tutorial.mp4 MP4 file
23-Attachment E - Map.pdf PDF
27-IFB-26-00250 Payment Bond.pdf PDF
9-Substitute W9 Form.pdf.pdf PDF
1-Drug Free Workplace Form.doc.doc DOC document
28-IFB-26-00250 Performance Bond.pdf PDF
20-Attachment B - Example Plans - 46147005.pdf PDF
17-Additional Insured Policy Sample.jpg JPG image
5-Subcontractors Statement of Satisfaction.pdf.pdf PDF
13-Contractors Affidavit for Payment of Debts and Claims 02.18.2026.pdf PDF
29-IFB-26-00250 Agreement.pdf PDF
19-Blanket Additional Insured Policy Sample.png PNG image
21-Attachment C - Example Plans - 46147009.pdf PDF
3-Application for Payment.pdf.pdf PDF
2-Florida Trench Safety Act, Certification and Disclosure Statement.pdf.pdf PDF
24-Attachment F - Supplemental Specifications.docx DOCX document
12-SBE Subcontractors Material Suppliers List SBE-1 Form.pdf PDF
30-1. IFB-26-00250 Terms and Conditions.pdf PDF
Show all 29

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT

LOCATION

PAT KEMP

KIMBERLY OVERMAN

STACY WHITE

HARRY COHEN

KEN HAGAN

GWEN MYERS

MARIELLA SMITH

AutoCAD SHX Text

LITHIA PINECREST RD AND WALTER HUNTER RD

AutoCAD SHX Text

SITE 1-2 SIDEDRAIN AND DITCH RENEWAL PROGRAM

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

#####, P.E. FL. REG.#$$$$$

AutoCAD SHX Text

NAME

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 COVER SHEET COVER SHEET 2 GENERAL NOTES GENERAL NOTES 3-7 PLAN VIEW PLAN VIEW 8 SUMMARY OF QUANTITIESSUMMARY OF QUANTITIES

AutoCAD SHX Text R17E

AutoCAD SHX Text T27S

AutoCAD SHX Text T28S

AutoCAD SHX Text R21E

AutoCAD SHX Text R22E

AutoCAD SHX Text T29S

AutoCAD SHX Text T30S

AutoCAD SHX Text R20E

AutoCAD SHX Text R19E

AutoCAD SHX Text R18E

AutoCAD SHX Text T32S

AutoCAD SHX Text T31S

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text

TAMPA

AutoCAD SHX Text

PLANT

AutoCAD SHX Text

CITY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TEMPLE

AutoCAD SHX Text

TERRACE

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

INTERSTATE

AutoCAD SHX Text

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text N

AutoCAD SHX Text

AND THE MAY 2010 HILLSBOROUGH COUNTY, STANDARD SPECIFICATIONS.

AutoCAD SHX Text

STANDARD SPECIFICATIONS (DATED ) AND SUPPLEMENTS THERETO,

AutoCAD SHX Text

STANDARDS (DATED JAN. ), THE FLORIDA DEPT. OF TRANSPORTATION,

AutoCAD SHX Text

FLORIDA DEPT. OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN

AutoCAD SHX Text

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE

AutoCAD SHX Text

SECTION , TOWNSHIP S., RANGE E.

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

C.I.P. PROJECT COORDINATOR/MANAGER

AutoCAD SHX Text

DEVELOPMENT AND INFRASTRUCTURE SERVICES, PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

FISCAL

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

HILLSBOROUGH COUNTY

AutoCAD SHX Text

PLANS OF PROPOSED

AutoCAD SHX Text

THIS CONTRACT PLAN SET INCLUDES:

AutoCAD SHX Text

INDEX OF PLANS

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

SHEET DESCRIPTION

AutoCAD SHX Text

THE BOARD OF COUNTY COMMISSIONERS

AutoCAD SHX Text

ENGINEER OF RECORD:

AutoCAD SHX Text

ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS

AutoCAD SHX Text

MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION.

AutoCAD SHX Text

THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

AutoCAD SHX Text

DATE: _____________________

AutoCAD SHX Text

"INVESTIGATE BEFORE YOU EXCAVATE"

AutoCAD SHX Text

MIN. OF 2 DAYS AND MAX. OF 5

AutoCAD SHX Text

DAYS NOTICE BEFORE YOU EXCAVATE.

AutoCAD SHX Text

FL. STATUTE 553.851 (1979) REQUIRES A

AutoCAD SHX Text

CALL SUNSHINE @ 1-800-432-4770

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text CHAIR VICE-CHAIR CHAPLAIN COMMISSIONER COMMISSIONER COMMISSIONER COMMISSIONER COMMISSIONER

AutoCAD SHX Text HILLSBOROUGH COUNTY PUBLIC WORKS DEPARTMENT, TECHNICAL SERVICES DIVISION 601 E. KENNEDY BLVD. TAMPA, FL 33601.

AutoCAD SHX Text

LAST UPDATE: 04/21/17 MM

BERB6416

Placed Image

X

AutoCAD SHX Text NOTE: CONTRACTOR SHALL BE REQUIRED TO NOTIFY MR. KEVIN MORAN, UTILITY COORDINATOR, HILLSBOROUGH COUNTY WATER RESOURCE SERVICES, AT:(813)-272-5977 EXT. 43356 OR CELL:(813)-817-3694, PRIOR TO CONSTRUCTION RELATED TO THE RELOCATION OR DISTURBANCE OF EXISTING HILLSBOROUGH COUNTY WATER RESOURCE SERVICES SYSTEMS. NOTIFICATION SHALL NOT BE LESS THAN 2 WORK 2 WORK DAYS PRIOR TO THE EVENT. PRIOR TO THE EVENT.

AutoCAD SHX Text = EXISTING FACILITIES LOCATED WITHIN PROJECT VICINITY. NOTIFY INDICATED UTILITIES PRIOR TO CONSTRUCTION.

AutoCAD SHX Text GENERAL NOTES 1. LOCATION, ELEVATION, AND DIMENSIONS OF THE EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE WHILE OF PREPARING THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY ACCURATE. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK AND SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL ORDINANCES AND OBTAIN ANY NECESSARY WORK PERMITS THAT MAY BE REQUIRED PRIOR TO CONSTRUCTION. 3. UTILITIES TO BE ADJUSTED BY UTILITY OWNERS. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITIES COORDINATION. 4. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT THE RELOCATION OF THE EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. CONTACT SUNSHINE STATE ONE UTILITIES NOTIFICATION CENTER AT 1-800-432-4770. 5. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE H.C. LAND DEVELOPMENT CODE REGARDING TREE REMOVAL, SITE CLEARING AND LAND ALTERATION REGULATIONS. 6. POSSIBLE TREE TRIMMING AND REMOVAL MAY BE REQUIRED TO PROVIDE ADEQUATE SIGHT DISTANCE, OR AS ORDERED BY THE ENGINEER. ALL EXPENSES INCURRED FOR THIS WORK WILL BE INCLUDED IN THE PRICE BID FOR CLEARING AND GRUBBING. 7. MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN TRAFFIC UTILIZING FDOT STANDARD SPECIFICATION SECTION 102 AND FDOT ROADWAY AND TRAFFIC DESIGN STANDARD, INDEX SERIES 600 THE CONTRACTOR SHALL SUBMIT M.O.T. PLANS TO THE COUNTY'S PROJECT MANAGER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL ALSO OBTAIN A TEMPORARY TRAFFIC CONTROL, AND RIGHT-OF-WAY USE PERMIT PRIOR TO START OF CONSTRUCTION. 8. ALL STREET SIGNS AND STREET MARKERS ARE TO BE REMOVED AND RELOCATED AS DIRECTED BY THE ENGINEER. 9. WHERE CONNECTION TO EXISTING DRIVEWAY IS NOT INDICATED ON THE PLANS, PROPER CONNECTION IS TO BE MADE AT THE DIRECTION OF THE COUNTY PROJECT MANAGER. DRIVEWAY LOCATIONS AND WIDTHS MAY BE FIELD ADJUSTED BY THE PROJECT MANAGER UPON THE REQUEST OF THE PROPERTY OWNER IN ACCORDANCE WITH APPLICABLE STANDARDS. ACCESS TO THE DRIVEWAY SHALL BE MAINTAINED BY THE CONTRACTOR AT ALL TIMES. 10. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS AND SPECIFICATIONS, ANY AND ALL MATERIAL TO BE REMOVED SUCH AS CULVERT PIPE, GUARDRAIL, ROAD SIGNS, ETC. THAT THE ENGINEER DEEMS SALVAGEABLE SHALL BE NEATLY STOCKPILED IN AN AREA DESIGNATED BY THE ENGINEER, FOR FUTURE REMOVAL BY COUNTY FORCES. 11. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS AND SPECIFICATIONS, THE CONTRACTOR SHALL PROVIDE SUITABLE BORROW MATERIAL, APPROVED BY THE ENGINEER, AND INSTALL SAID MATERIAL IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 12. THE COUNTY SHALL PROVIDE BENCH MARK AND COORDINATE CONTROL POINTS FOR THE CONTRACTOR. THE CONTRACTOR SHALL SUPPLY POINTS FOR LINE AND GRADE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE STAKEOUT OF THE PROJECT, ELECTR./CABLE/TEL., LINE, GRADE, SLOPE STAKING, MAINTENANCE OF STAKING, AND ANY RESTAKING THAT MAY BE REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR APPLICABLE ITEMS. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK. 13. OVERALL CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH COUNTY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE APPLICABLE LINE ITEMS. 14. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 15. ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATION EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE COUNTY PROJECT ENGINEER. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 16. ANY U.S.C. AND G.S. MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHOULD NOTIFY. GEODETIC INFORMATION CENTER ATTN.: MARK MAINTENANCE CENTER ATTN.: N/CG-162 6001 EXECUTIVE BLVD. ROCKVILLE, MARYLAND 20852, (301) 443-8319 17. THE CONTRACTOR(S) PERFORMING TRENCH EXCAVATION ON THIS CONTRACT, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 18. UNLESS OTHERWISE SPECIFIED IN THE PLANS, EXISTING SOD, DISTURBED BY CONSTRUCTION, SHALL BE REPLACED IN KIND (OR BETTER, AS APPROVED BY THE COUNTY'S PROJECT MANAGER.) 19. MATERIALS AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION USING ENGLISH SYSTEM. 20. ELEVATIONS SHOWN ON THE PLANS REFERENCE: ____ NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. - 1929) ____ NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. - 1988) 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL EXCESS MATERIAL AND THE PROPER DISPOSAL OF THE SAME. 22. THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL BARRIERS AS DICTATED BY ACTUAL SITE CONDITIONS AND AS DIRECTED BY THE COUNTY'S ENGINEER. THEIR LOCATIONS WILL BE ADJUSTED TO REFLECT PROJECT PHASING REQUIREMENTS, AND THEY WILL BE REMOVED WHEN N0 LONGER REQUIRED. THE MAINTENANCE AND SUBSEQUENT REMOVAL OF EROSION CONTROL DEVICES ARE TO BE INCLUDED IN THEIR INDIVIDUAL UNIT BID PRICE. ** IF AREA DISTURBED IS 1 ACRE OR GREATER, CONTRACTOR SHALL PREPARE AND SUBMIT A NOTICE OF INTENT FOR COVERAGE UNDER THE FDEP NPDES CONSTRUCTION GENERIC PERMIT AND COMPLY WITH ALL PROVISIONS OF THAT PERMIT INCLUDING PREPARATIONS OF A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PER FDEP GUIDANCE. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE EXISTING DRAINAGE SYSTEM WITHIN THE LIMITS OF THE PROJECT AREA, FOR THE DURATION OF THE PROJECT. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE WORK INVOLVED. 24. THE CONTRACTOR IS TO MARK IN WHITE THE AREAS OF EXCAVATION PRIOR TO CALL TO "SUNSHINE ONE CALL".

AutoCAD SHX Text

25. THE CONTRACTOR IS TO CONTACT THE APPROPRIATE WATER RESOURCE SERVICES' FACILITIES MAINTENANCE UNIT REPRESENTATIVE, SEE CONTACTS TABLE BELOW, NO LESS THAN 48 HOURS PRIOR TO THE START OF CONSTRUCTION FOR COORDINATION AND PREPAREDNESS IN THE EVENT FACILITIES ARE DAMAGED BY THE CONSTRUCTION. 26. A FACILITIES MAINTENANCE REPRESENTATIVE FROM HILLSBOROUGH COUNTY, WATER RESOURCE SERVICES MUST BE PRESENT WHEN CONSTRUCTION IS BEING DONE TO, OR IN THE IMMEDIATE VICINITY, OF THEIR FACILITIES. 27. THE CONTRACTOR IS TO "PROTECT IN PLACE" THE FACILITIES THAT ARE NOT TO BE RELOCATED AND/OR REMOVED, BUT ARE TO REMAIN IN PLACE. 28. THE CONTRACTOR IS TO ADJUST OR RELOCATE ALL THE FACILITIES THAT FALL IN CONFLICT IN ACCORDANCE WITH COUNTY STANDARDS. 29. THE CONTRACTOR MUST VERIFY THE LOCATION OF ALL COUNTY FACILITIES PRIOR TO CONSTRUCTION. 30. THE CONTRACTOR SHALL PROVIDE DETAILED RECORD DRAWINGS RELATED TO THE WATER RESOURCE SERVICES' RELOCATED FACILITIES, AS WELL AS OF ALL DRAINAGE RELATED ITEMS, ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE APPLICABLE LINE ITEMS. 31. COST OF FLEXIBLE PAVEMENT REMOVAL FOR PIPE AND DITCH CONSTRUCTION, AND TREE REMOVAL, SHALL BE PART OF CLEARING AND GRUBBING, NO SEPARATE ITEM WILL BE PROVIDED. 32. ALL RIGHT-OF-WAY RESTORATION MUST COMPLY WITH THE HILLSBOROUGH COUNTY UTILITY ACCOMMODATION GUIDE AND RIGHT-OF-WAY USE PROCEDURE MANUAL, LATEST EDITION. 33. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A RIGHT OF WAY USE PERMIT AND A TEMPORARY TRAFFIC CONTROL PERMIT FROM THE RIGHT-OF-WAY MANAGEMENT OFFICE (PWD) PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 34. CONTRACTOR TO ADD SOD OVER MAJOR SOIL DISTURBANCES FROM LARGE TREE REMOVAL WITH HYDROSEED.

AutoCAD SHX Text

NOTIFY

AutoCAD SHX Text (813)-684-6100

AutoCAD SHX Text (800)-272-1919/Cell(813)-477-0546

AutoCAD SHX Text (352)-617-2231

AutoCAD SHX Text (813)-275-3743

AutoCAD SHX Text (813)-623-2431

AutoCAD SHX Text

(727) 639-7510

AutoCAD SHX Text

(813)-272-5977, EXT. 43356/

AutoCAD SHX Text (813)-554-5010

AutoCAD SHX Text (813)-554-5010

AutoCAD SHX Text (813)-781-1718

AutoCAD SHX Text (813)-659-4230

AutoCAD SHX Text (813)-274-8957

AutoCAD SHX Text (813)-274-8937

AutoCAD SHX Text (813)-274-7096

AutoCAD SHX Text (813)-989-7170

AutoCAD SHX Text (813)-664-6226

AutoCAD SHX Text

TELEPHONE NO.

AutoCAD SHX Text (813)-888-8300

AutoCAD SHX Text

E-MAIL.

AutoCAD SHX Text East Lake Water Service Inc.

AutoCAD SHX Text Bright House Communications

AutoCAD SHX Text Creasy Scott

AutoCAD SHX Text Joe Kuhns

AutoCAD SHX Text

CONTACT NAME

AutoCAD SHX Text Steve Hamer

AutoCAD SHX Text Bret Groka

AutoCAD SHX Text Rich Rivera

AutoCAD SHX Text

UTILITY COMPANIES

AutoCAD SHX Text Tampa Electric Company (T&D System) (Joint Use Liaison)

AutoCAD SHX Text City of Temple Terrace (Public Works Dept.)

AutoCAD SHX Text Hillsborough County (HC PUD) (Northwest)

AutoCAD SHX Text Hills. Co. (Utility. Coordinator)

AutoCAD SHX Text Hillsborough County (Wastewater) (Northwest)

AutoCAD SHX Text Hillsborough County (Water) (South)

AutoCAD SHX Text Tampa Bay Pipeline & Tampa Pipeline Transport Company

AutoCAD SHX Text City of Plant City (Engineering Dept.)

AutoCAD SHX Text City of Tampa Wastewater Dept.

AutoCAD SHX Text City of Tampa (Water Dept.)

AutoCAD SHX Text Florida Gas Transmissions

AutoCAD SHX Text TECO People's Gas System, Inc.

AutoCAD SHX Text

UTILITY

AutoCAD SHX Text SDT, Inc. (AT&T)

AutoCAD SHX Text C.S.X. Transportation

AutoCAD SHX Text Kinder Morgan (formerly Central Florida Pipeline)

AutoCAD SHX Text Jason Makinson

AutoCAD SHX Text John Ludlow

AutoCAD SHX Text Kevin Moran

AutoCAD SHX Text Janice Davis

AutoCAD SHX Text Steve Hodge

AutoCAD SHX Text Niles Blaize

AutoCAD SHX Text Barbara Kilgore

AutoCAD SHX Text Mark Clark

AutoCAD SHX Text Calvin Lockhart

AutoCAD SHX Text Arlene Brown

AutoCAD SHX Text Luis Castellanos

AutoCAD SHX Text Johnny Palacios

AutoCAD SHX Text David Reed

AutoCAD SHX Text

CELL (352)-345-2348

AutoCAD SHX Text Daniel Collings

AutoCAD SHX Text

(813)-627-7920/CELL 957-5005

AutoCAD SHX Text Florida Power/Light

AutoCAD SHX Text Danny Haskett

AutoCAD SHX Text 1(305)-552-2931

AutoCAD SHX Text (813)-275-3428/Cell(813)-309-9299

AutoCAD SHX Text Heather Vitrano

AutoCAD SHX Text Hillsborough County (Water) (Central)

AutoCAD SHX Text Victor Lebron

AutoCAD SHX Text

(813)-671-7604, EXT. 222

AutoCAD SHX Text Verizon Business / MCI

AutoCAD SHX Text Chuck Czumak

AutoCAD SHX Text (941)-906-6703

AutoCAD SHX Text Template Revision Date: 04/20/16 AA

AutoCAD SHX Text

CELL (813)-XXX-XXXX

AutoCAD SHX Text Tampa Bay Water

AutoCAD SHX Text Jon Kennedy

AutoCAD SHX Text (813)-929-2181

AutoCAD SHX Text Level 3 Communications

AutoCAD SHX Text Melissa Wells

AutoCAD SHX Text (720)-888-7568

AutoCAD SHX Text MoranK@hillsboroughcounty.org

AutoCAD SHX Text Frontier Communications

AutoCAD SHX Text Frontier Communications

AutoCAD SHX Text shamer@sdt-1.com

AutoCAD SHX Text Scott.Creasy@mybrighthouse.com

AutoCAD SHX Text Rich.Rivera@tampagov.net

AutoCAD SHX Text Janice.Davis@tampagov.net

AutoCAD SHX Text albrown@tecoenergy.com

AutoCAD SHX Text jlcastellanos@tecoenergy.com

AutoCAD SHX Text jkuhns@utilitypartnersllc.com

AutoCAD SHX Text david.reed@ftr.com

AutoCAD SHX Text daniel.collings@ftr.com

AutoCAD SHX Text Level3.NetworkRelocations@Level3.com

AutoCAD SHX Text hlvitrano@tecoenergy.com

AutoCAD SHX Text youngd@hillsboroughcounty.org

AutoCAD SHX Text makinsonj@hillsboroughcounty.org

AutoCAD SHX Text LebronV@hillsboroughcounty.org

AutoCAD SHX Text Hillsborough County (Wastewater/Reclaimed) (South/Central)

AutoCAD SHX Text Dale Dunson

AutoCAD SHX Text

(813)-671-7604, EXT. 211

AutoCAD SHX Text PalaciosJo@hillsboroughcounty.org

AutoCAD SHX Text (813)-671-7604

AutoCAD SHX Text dunsond@hillsboroughcounty.org

AutoCAD SHX Text Danny.Haskett@fpl.com

AutoCAD SHX Text Tampa Electric Company (Construction Services Admin)

AutoCAD SHX Text Ronnie Alexander

AutoCAD SHX Text (813)-275-3037

AutoCAD SHX Text csadmin@tecoenergy.com

AutoCAD SHX Text (813)-684-6100

AutoCAD SHX Text Sabrina Gabriele

AutoCAD SHX Text sabrina.gabriele@mybrighthouse.com

AutoCAD SHX Text Noel Reese

AutoCAD SHX Text 1(305)-552-3294

AutoCAD SHX Text Noel.Reese@fpl.com

AutoCAD SHX Text Leroy Hale

AutoCAD SHX Text Mark_Clark@kindermorgan.com

AutoCAD SHX Text clockhart@tampapipeline.com

AutoCAD SHX Text Bryan Lantz

AutoCAD SHX Text (941)-906-6703

AutoCAD SHX Text chuck.czumak@verizon.com

AutoCAD SHX Text bryan.lantz@verizon.com

AutoCAD SHX Text jkennedy@tampabawater.org

AutoCAD SHX Text john.ludlow@ernergytransfer.com

AutoCAD SHX Text Heritage Propane

AutoCAD SHX Text Pilon Terry

AutoCAD SHX Text (813)-626-9111/1-800-741-1427

AutoCAD SHX Text Terry.pilon@amerigas.com

AutoCAD SHX Text INV. = INVERT = INVERT IR = IRON ROD = IRON ROD LB = LICENSED BUSINESS = LICENSED BUSINESS L.F. = LINEAR FEET = LINEAR FEET MES = MITERED END SECTION = MITERED END SECTION MH = MANHOLE = MANHOLE NCF/S = NO CORNER FOUND OR SET = NO CORNER FOUND OR SET O.D. = OUTSIDE DIAMETER = OUTSIDE DIAMETER OHW = OVERHEAD WIRE(S) = OVERHEAD WIRE(S) O.R. = OFFICIAL RECORD BOOK = OFFICIAL RECORD BOOK 0/S = OFFSET = OFFSET (P) = PLAT DIMENSION = PLAT DIMENSION P.B. = PLAT BOOK = PLAT BOOK PG. = PAGE = PAGE PLS = PROFESSIONAL LAND SURVEYOR = PROFESSIONAL LAND SURVEYOR P.O.B = POINT OF BEGINNING = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT = POINT OF COMMENCEMENT PROJ. = PROJECT = PROJECT PT. = POINT = POINT PVC = POLYVINYL CHLORIDE = POLYVINYL CHLORIDE PVT = PAVEMENT = PAVEMENT RCP = REINFORCED CONCRETE PIPE = REINFORCED CONCRETE PIPE REF. = REFERENCE = REFERENCE REV. = REVISION = REVISION RGE = RANGE = RANGE RR = RAILROAD = RAILROAD R/W = RIGHT-OF-WAY = RIGHT-OF-WAY SCIR = SET CAPPED IRON ROD = SET CAPPED IRON ROD SEC. = SECTION = SECTION SMN&D = SET MAG NAIL AND DISK = SET MAG NAIL AND DISK STA. = STATION = STATION SV = SEWER VALVE = SEWER VALVE TBM = TEMPORARY BENCHMARK = TEMPORARY BENCHMARK TOB = TOP OF BANK = TOP OF BANK TRAV. = TRAVERSE = TRAVERSE TWP = TOWNSHIP = TOWNSHIP W/ = WITH = WITH WPF = WOOD PRIVACY FENCE = WOOD PRIVACY FENCE WV = WATER VALVE= WATER VALVE

AutoCAD SHX Text

%%UABBREVIATIONS

AutoCAD SHX Text

%%UGENERAL SYMBOLS

AutoCAD SHX Text A/C = AIR CONDITIONER UNIT = AIR CONDITIONER UNIT APV'D = APPROVED = APPROVED ARV = AIR RELEASE VALVE = AIR RELEASE VALVE BDY = BOUNDARY = BOUNDARY BFP = BACK FLOW PREVENTER = BACK FLOW PREVENTER = BASELINE = BASELINE BOT = BOTTOM = BOTTOM BWF = BARBED WIRE FENCE = BARBED WIRE FENCE (C) = CALCULATED DIMENSION = CALCULATED DIMENSION C.B. = CONDOMINIUM BOOK = CONDOMINIUM BOOK CIR = CAPPED IRON ROD = CAPPED IRON ROD CLF = CHAIN LINK FENCE = CHAIN LINK FENCE CMP = CORRUGATED METAL PIPE = CORRUGATED METAL PIPE CO. = COMPANY = COMPANY CONC. = CONCRETE = CONCRETE CONST. = CONSTRUCTION = CONSTRUCTION COR. = CORNER = CORNER CR = COUNTY ROAD = COUNTY ROAD (D) = DEED DIMENSION = DEED DIMENSION DB = DEED BOOK = DEED BOOK DIA. = DIAMETER = DIAMETER ECMP = ELLIPTICAL CORRUGATED METAL PIPE = ELLIPTICAL CORRUGATED METAL PIPE EL. = ELEVATION = ELEVATION ELEC = ELECTRIC = ELECTRIC EXT. = EXTENSION = EXTENSION EPC = ENVIRONMENTAL PROTECTION COMMISSION = ENVIRONMENTAL PROTECTION COMMISSION ERCP = ELLIPTICAL REINFORCED CONCRETE PIPE = ELLIPTICAL REINFORCED CONCRETE PIPE (F) = FIELD MEASURED DIMENSION = FIELD MEASURED DIMENSION FCIR = FOUND CAPPED IRON ROD = FOUND CAPPED IRON ROD FCIP = FOUND CAPPED IRON PIPE = FOUND CAPPED IRON PIPE FCM = FOUND CONCRETE MONUMENT = FOUND CONCRETE MONUMENT FH = FIRE HYDRANT = FIRE HYDRANT FIP = FOUND IRON PIPE = FOUND IRON PIPE FIR = FOUND IRON ROD = FOUND IRON ROD FMN&D = FOUND MAG NAIL AND DISK = FOUND MAG NAIL AND DISK FPKN&D = FOUND PARKER KALON NAIL AND DISK = FOUND PARKER KALON NAIL AND DISK FRRS = FOUND RAILROAD SPIKE = FOUND RAILROAD SPIKE H = HEIGHT = HEIGHT HILLS. CO. = HILLSBOROUGH COUNTY CO. = HILLSBOROUGH COUNTY = HILLSBOROUGH COUNTY HWF = HOG WIRE FENCE = HOG WIRE FENCE ID. = IDENTIFICATION = IDENTIFICATION INC. = INCORPORATED= INCORPORATED

AutoCAD SHX Text

RIGHT OF WAY OR

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DRAINAGE FLOW

AutoCAD SHX Text

SIDE DRAIN PIPE

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

INLETS

AutoCAD SHX Text

GRADING TIE-IN

AutoCAD SHX Text

LIMITS OF COUNTY

AutoCAD SHX Text

MAINTENANCE

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text CABLE RISER BOX CEDAR TREE (W/ DIAMETER) CITRUS TREE (W/ DIAMETER) CLEANOUT CREPE MYRTLE FIRE HYDRANT GUY ANCHOR INVERT LIGHT POLE (UTILITY) MAILBOX OAK TREE (W/ DIAMETER) PALM TREE (W/ DIAMETER) PINE TREE (W/ DIAMETER) POST STORM MANHOLE SANITARY MANHOLE SANITARY SEWER VALVE SHRUB SIGN (ONE POST) SIGN (TWO POST) SPRINKLER TELEPHONE RISER BOX TREE (UNDETERMINED TYPE OR NOTED) (W/ DIAMETER) UTILITY POLE VERIZON VAULT (TELECOM) WATER METER WATER VALVE FOLIO NUMBER WELL SPOT ELEVATION (HARD SURFACE) SPOT ELEVATION (GROUND) TREE REMOVAL UNVERIFIED TREE (W/ DIAMETER)

AutoCAD SHX Text 024290-0600

AutoCAD SHX Text 9.99

AutoCAD SHX Text 9.9

AutoCAD SHX Text

VZ

AutoCAD SHX Text

MY

AutoCAD SHX Text

CE

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text

PM

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

WV

AutoCAD SHX Text

WM

AutoCAD SHX Text

SV

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

CT

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

11X17 SCALE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

22X34 SCALE:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SUPERVISED BY:

AutoCAD SHX Text Lic. No.

AutoCAD SHX Text

(813) 272-5912

AutoCAD SHX Text

P.O. BOX 1110, TAMPA FLORIDA 33601

AutoCAD SHX Text

601 E. KENNEDY BLVD., TAMPA, FLORIDA 33602

AutoCAD SHX Text

INFRASTRUCTURE AND DEVELOPMENT SERVICES

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text 1"=20' H/1"=2' V

AutoCAD SHX Text 1"=40' H/1"=4' V

AutoCAD SHX Text

TECHNICAL SERVICES DIVISION

AutoCAD SHX Text

SITE 1-2 GENERAL NOTES

AutoCAD SHX Text

SIDEDRAIN AND ROADSIDE DITCH

AutoCAD SHX Text

RENEWAL PROGRAM

AutoCAD SHX Text

FY2020

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text

CONST. 24 LF OF 18" RCP

INV. 48.30 (E)

INV. 48.20 (W)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

MATCH EXIST.

GRADE

EXIST.

DITCH TOP

OF BANK

TIE IN TO

EXIST.

GRADE

FENCELINE

REGRADE 43 LF OF DITCH PER

TYPICAL SECTION 1-1 AT APPX. 2.75%

BETWEEN BEGINNING OF CONST. (W)

AND EXIST. PIPE INVERT (E)

INV. 47.69 (E)

APPX. INV. 46.50 (W)

GRADE TO EXIST.

PIPE INVERT EL. 47.69

(PIPE TO REMAIN)

GRADE TO EXIST.

PIPE INVERT EL. 48.04

(PIPE TO REMAIN)

REGRADE 49 LF OF DITCH PER

TYPICAL SECTION 2-2 AT 0.32%

BETWEEN EXIST. PIPE INVERT (W)

AND PROP. PIPE INVERT (E)

INV. 48.20 (E)

INV. 48.04 (W)

EXIST. DITCH

TOP OF BANK

REGRADE 192 LF OF DITCH PER

TYPICAL SECTION 3-3 AT 0.59%

BETWEEN EXIST. PIPE INVERT (E)

AND PROP. PIPE INVERT (W)

INV. 49.42 (E)

INV. 48.30 (W)

R/W

EXIST. EDGE OF

PAVED SHOULDER

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

CENTERLINE PI

N = 1278445.45

E = 619792.05

CONTRACTOR TO

VERIFY LOCATION

OF THE EXISTING

AMMONIA PIPE AND

VAULT

VALVE # BV15

0+00 1+00 2+00

BEGIN

CONSTRUCTION

SITE 1-2

STA 0+00.00

N: 1278424.4324

E: 619757.0528

BEGIN CONST.

STA=0+05.12

O/S=-20.88

N 89° 58' 28" E

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=1+62.54

O/S=-16.94

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=1+94.48

O/S=-16.93

CONST.

SITE 1-2

AutoCAD SHX Text

INV. EL.=47.69'

AutoCAD SHX Text 15"x21" CMP

AutoCAD SHX Text 48"

AutoCAD SHX Text 13"

AutoCAD SHX Text

4' CHAIN LINK FENCE

AutoCAD SHX Text

INV. EL.=48.04'

AutoCAD SHX Text

INV. EL.=47.52'

AutoCAD SHX Text

INV. EL.=47.42'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text TBM - SET MAG NAIL IN SOUTH SIDE OF POWER POLE 36371/37830 EL.=51.11' @ RES # 9515

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

AutoCAD SHX Text

LITHIA PINCREST ROAD (C.R. 640)

AutoCAD SHX Text #9515

AutoCAD SHX Text #2379

AutoCAD SHX Text #9707

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

AutoCAD SHX Text

MATCHLINE STA 2+86.11

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text R/W

AutoCAD SHX Text

TYP. SECTION 1-1 N.T.S.

AutoCAD SHX Text

APPX. CUT: 0.4 SF

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text R/W

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

TYP. SECTION 2-2 N.T.S.

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text 4:1 (H:V)

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

TYP. SECTION 3-3 N.T.S.

AutoCAD SHX Text

APPX. CUT: 6.2 SF

AutoCAD SHX Text

2:1 (H:V) MAX

AutoCAD SHX Text R/W

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0%

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

APPX. FILL: 5.5 SF

AutoCAD SHX Text

APPX. FILL: 0.5 SF

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text

APPX. CUT: 2.5 SF

AutoCAD SHX Text

APPX. FILL: 4.3 SF

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text CONSTRUCTION NOTES: 1. TERMINATE ALL REGRADING ACTIVITIES TERMINATE ALL REGRADING ACTIVITIES AT THE R/W UNLESS RIGHT OF ACCESS HAS BEEN GRANTED BY THE OWNER, COUNTY TO SEEK RIGHT OF ACCESS PRIOR TO MAINTENANCE ACTIVITIES. 2. CONTRACTOR TO ADD SOD TO ALL CONTRACTOR TO ADD SOD TO ALL SLOPES 3:1 AND FLATTER, WHILE ADDING STAKED SOD FOR SLOPES STEEPER THAN 3:1.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

11X17 SCALE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

22X34 SCALE:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SUPERVISED BY:

AutoCAD SHX Text Lic. No.

AutoCAD SHX Text

(813) 272-5912

AutoCAD SHX Text

P.O. BOX 1110, TAMPA FLORIDA 33601

AutoCAD SHX Text

601 E. KENNEDY BLVD., TAMPA, FLORIDA 33602

AutoCAD SHX Text

INFRASTRUCTURE AND DEVELOPMENT SERVICES

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text 1"=20' H/1"=2' V

AutoCAD SHX Text 1"=40' H/1"=4' V

AutoCAD SHX Text

TECHNICAL SERVICES DIVISION

AutoCAD SHX Text

SITE 1-2

AutoCAD SHX Text

SIDEDRAIN AND ROADSIDE DITCH

AutoCAD SHX Text

RENEWAL PROGRAM

AutoCAD SHX Text

FY2020

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text

R/W

GRADE TO EXIST.

PIPE INVERT EL. 49.42

(PIPE TO REMAIN)

GRADE TO EXIST.

PIPE INVERT EL. 49.80

(PIPE TO REMAIN)

REGRADE 192 LF OF DITCH PER

TYPICAL SECTION 3-3 AT 0.59%

BETWEEN EXIST. PIPE INVERT (E)

AND PROP. PIPE INVERT (W)

INV. 49.42 (E)

INV. 48.30 (W)

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

FENCELINE

EXIST. EDGE OF

PAVED SHOULDER

REGRADE 51 LF OF DITCH PER

TYPICAL SECTION 4-4 AT 0.10%

BETWEEN EXIST. PIPE INVERT (W)

AND PROP. PIPE INVERT (E)

INV. 49.85 (E)

INV. 49.80 (W)

REGRADE 79 LF OF DITCH PER

TYPICAL SECTION 5-5 AT 0.06%

BETWEEN PROP. PIPE INVERT (W)

AND PROP. MES STRUCTURE (E)

INV. 49.95 (E)

INV. 49.90 (W)

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

EXIST.

DITCH TOP

OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST.

GRADE

TIE IN TO

EXIST. GRADE

REPLACE EXIST. PIPE

CONST. 24 LF OF 18" RCP

INV. 49.90 (E)

INV. 49.85 (W)

W/ CONC. MES PER FDOT INDEX 430-022

REPLACE EXIST. DRIVEWAY PER FDOT

INDEX 330-001

CONTRACTOR TO VERIFY

LOCATION OF THE

EXISTING AMMONIA PIPE

AND VAULT

3+00 4+00 5+00 6+00

CENTERLINE PI

STA=3+70.94

O/S=-15.27

REFERENCE LOCATION

PER FDOT INDEX 430-022

STA=4+74.49

O/S=-12.22

REFERENCE

LOCATION

PER FDOT

INDEX 430-022

STA=5+06.43

O/S=-12.39

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=5+95.50

O/S=-11.08

CONST.

SITE 1-2

AutoCAD SHX Text

4' CHAIN LINK FENCE

AutoCAD SHX Text

INV. EL.=49.80'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

INV. EL.=49.42'

AutoCAD SHX Text

INV. EL.=49.55'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" STEEL CASING

AutoCAD SHX Text

INV. EL.=49.96'

AutoCAD SHX Text 48"

AutoCAD SHX Text

INV. EL.=49.55'

AutoCAD SHX Text

LITHIA PINCREST ROAD (C.R. 640)

AutoCAD SHX Text #9707

AutoCAD SHX Text #9735

AutoCAD SHX Text #9715

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

AutoCAD SHX Text

MATCHLINE STA 2+86.11

AutoCAD SHX Text

MATCHLINE STA 6+06.11

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

APPX. CUT: 12.3 SF

AutoCAD SHX Text

2:1 (H:V) MAX

AutoCAD SHX Text R/W

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

TYP. SECTION 3-3 N.T.S.

AutoCAD SHX Text

APPX. CUT: 6.2 SF

AutoCAD SHX Text

2:1 (H:V) MAX

AutoCAD SHX Text R/W

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

APPX. FILL: 0.5 SF

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text

TYP. SECTION 4-4 N.T.S.

AutoCAD SHX Text R/W

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

APPX. CUT: 14.0 SF

AutoCAD SHX Text 3:1 (H:V)

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text

TYP. SECTION 5-5 N.T.S.

AutoCAD SHX Text CONSTRUCTION NOTES: 1. TERMINATE ALL REGRADING ACTIVITIES AT THE R/W UNLESS TERMINATE ALL REGRADING ACTIVITIES AT THE R/W UNLESS RIGHT OF ACCESS HAS BEEN GRANTED BY THE OWNER, COUNTY TO SEEK RIGHT OF ACCESS PRIOR TO MAINTENANCE ACTIVITIES. 2. CONTRACTOR TO ADD SOD TO ALL SLOPES 3:1 AND CONTRACTOR TO ADD SOD TO ALL SLOPES 3:1 AND FLATTER, WHILE ADDING STAKED SOD FOR SLOPES STEEPER THAN 3:1.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

11X17 SCALE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

22X34 SCALE:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SUPERVISED BY:

AutoCAD SHX Text Lic. No.

AutoCAD SHX Text

(813) 272-5912

AutoCAD SHX Text

P.O. BOX 1110, TAMPA FLORIDA 33601

AutoCAD SHX Text

601 E. KENNEDY BLVD., TAMPA, FLORIDA 33602

AutoCAD SHX Text

INFRASTRUCTURE AND DEVELOPMENT SERVICES

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text 1"=20' H/1"=2' V

AutoCAD SHX Text 1"=40' H/1"=4' V

AutoCAD SHX Text

TECHNICAL SERVICES DIVISION

AutoCAD SHX Text

SITE 1-2

AutoCAD SHX Text

SIDEDRAIN AND ROADSIDE DITCH

AutoCAD SHX Text

RENEWAL PROGRAM

AutoCAD SHX Text

FY2020

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text

LITHIA PINECREST ROAD (C.R. 640)

REGRADE 106 LF OF DITCH PER

TYPICAL SECTION 6-6 AT 0.54%

BETWEEN EXIST. PIPE INVERT (E)

AND PROP. MES STRUCTURE (W)

INV. 50.57 (E)

INV. 50.00 (W)

REGRADE 126 LF OF DITCH PER

TYPICAL SECTION 6-6 AT 0.42%

BETWEEN EXIST. PIPE INVERTS

INV. 49.95 (E)

INV. 50.49 (W)

GRADE TO EXIST.

PIPE INVERT EL. 50.57

(PIPE TO REMAIN)

GRADE TO EXIST.

PIPE INVERT EL. 50.59

(PIPE TO REMAIN)

GRADE TO EXIST.

PIPE INVERT EL. 49.95

(PIPE TO REMAIN)

GRADE TO EXIST.

PIPE INVERT EL. 49.84

(PIPE TO REMAIN)

EXIST. EDGE OF

PAVED SHOULDER

EXIST. DITCH

TOP OF BANK

R/W

FENCELINE

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

TIE IN TO

EXIST. GRADE

X

X

3,�67$���������

1��������������

1���s���

CONST. MES

PER FDOT INDEX 430-022

REFERENCE LOCATION

STA=6+28.53

O/S=-11.42

CONST.

SITE 1-2

AutoCAD SHX Text 35"

AutoCAD SHX Text

4' CHAIN LINK FENCE

AutoCAD SHX Text

INV. EL.=50.04'

AutoCAD SHX Text

18" STEEL CASING

AutoCAD SHX Text 48"

AutoCAD SHX Text

INV. EL.=50.49'

AutoCAD SHX Text

INV. EL.=50.57'

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text

INV. EL.=49.84'

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text

INV. EL.=49.95'

AutoCAD SHX Text 40"

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text

LITHIA PINCREST ROAD (C.R. 640)

AutoCAD SHX Text #9735

AutoCAD SHX Text #9805

AutoCAD SHX Text #9745

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

AutoCAD SHX Text

MATCHLINE STA 6+06.11

AutoCAD SHX Text

MATCHLINE STA 9+26.11

AutoCAD SHX Text R/W

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

TYP. SECTION 6-6 N.T.S.

AutoCAD SHX Text

APPX. CUT: 5.6 SF

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text 3:1 (H:V)

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

APPX. FILL: 0.1 SF

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text CONSTRUCTION NOTES: 1. TERMINATE ALL REGRADING ACTIVITIES AT THE R/W UNLESS TERMINATE ALL REGRADING ACTIVITIES AT THE R/W UNLESS RIGHT OF ACCESS HAS BEEN GRANTED BY THE OWNER, COUNTY TO SEEK RIGHT OF ACCESS PRIOR TO MAINTENANCE ACTIVITIES. 2. CONTRACTOR TO ADD SOD TO ALL SLOPES 3:1 AND CONTRACTOR TO ADD SOD TO ALL SLOPES 3:1 AND FLATTER, WHILE ADDING STAKED SOD FOR SLOPES STEEPER THAN 3:1.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

11X17 SCALE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

22X34 SCALE:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SUPERVISED BY:

AutoCAD SHX Text Lic. No.

AutoCAD SHX Text

(813) 272-5912

AutoCAD SHX Text

P.O. BOX 1110, TAMPA FLORIDA 33601

AutoCAD SHX Text

601 E. KENNEDY BLVD., TAMPA, FLORIDA 33602

AutoCAD SHX Text

INFRASTRUCTURE AND DEVELOPMENT SERVICES

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text 1"=20' H/1"=2' V

AutoCAD SHX Text 1"=40' H/1"=4' V

AutoCAD SHX Text

TECHNICAL SERVICES DIVISION

AutoCAD SHX Text

SITE 1-2

AutoCAD SHX Text

SIDEDRAIN AND ROADSIDE DITCH

AutoCAD SHX Text

RENEWAL PROGRAM

AutoCAD SHX Text

FY2020

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text

LITHIA PINECREST ROAD (C.R. 640)

REGRADE 309 LF OF DITCH PER

TYPICAL SECTION 8-8 AT APPX. 0.20%

BETWEEN EXIST. PIPE INVERT (W)

AND END OF CONST. (E)

APPX. INV. 49.00 (E)

INV. 49.64 (W)

GRADE TO EXIST.

PIPE INVERT EL. 49.74

(PIPE TO REMAIN)

GRADE TO EXIST.

PIPE INVERT EL. 49.64

(PIPE TO REMAIN)

EXIST. EDGE OF

PAVED SHOULDER

EXIST. DITCH

TOP OF BANK

R/W

FENCELINE

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

REGRADE 100 LF OF DITCH PER

TYPICAL SECTION 7-7 AT 0.10%

BETWEEN EXIST. PIPE INVERTS

INV. 49.74 (E)

INV. 49.84 (W)

10+00 11+00 12+00

CENTERLINE PI

STA=10+56.92

O/S=-16.22

CONST.

SITE 1-2

AutoCAD SHX Text

6' CHAIN LINK FENCE

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

INV. EL.=49.64'

AutoCAD SHX Text

INV. EL.=49.74'

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

AutoCAD SHX Text

LITHIA PINCREST ROAD (C.R. 640)

AutoCAD SHX Text #9823

AutoCAD SHX Text #9827

AutoCAD SHX Text

MATCHLINE STA 9+26.11

AutoCAD SHX Text

MATCHLINE STA 12+46.11

AutoCAD SHX Text CONSTRUCTION NOTES: 1. TERMINATE ALL REGRADING ACTIVITIES AT TERMINATE ALL REGRADING ACTIVITIES AT THE R/W UNLESS RIGHT OF ACCESS HAS BEEN GRANTED BY THE OWNER, COUNTY TO SEEK RIGHT OF ACCESS PRIOR TO MAINTENANCE ACTIVITIES. 2. CONTRACTOR TO ADD SOD TO ALL SLOPES CONTRACTOR TO ADD SOD TO ALL SLOPES 3:1 AND FLATTER, WHILE ADDING STAKED SOD FOR SLOPES STEEPER THAN 3:1.

AutoCAD SHX Text R/W

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

TYP. SECTION 7-7 N.T.S.

AutoCAD SHX Text

APPX. CUT: 7.7 SF

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

APPX. FILL: 0.2 SF

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

TYP. SECTION 8-8 N.T.S.

AutoCAD SHX Text

APPX. CUT: 7.8 SF

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text R/W

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text

APPX. FILL: 0.2 SF

AutoCAD SHX Text 3:1 (H:V)

AutoCAD SHX Text 3:1 (H:V)

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

11X17 SCALE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

22X34 SCALE:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SUPERVISED BY:

AutoCAD SHX Text Lic. No.

AutoCAD SHX Text

(813) 272-5912

AutoCAD SHX Text

P.O. BOX 1110, TAMPA FLORIDA 33601

AutoCAD SHX Text

601 E. KENNEDY BLVD., TAMPA, FLORIDA 33602

AutoCAD SHX Text

INFRASTRUCTURE AND DEVELOPMENT SERVICES

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text 1"=20' H/1"=2' V

AutoCAD SHX Text 1"=40' H/1"=4' V

AutoCAD SHX Text

TECHNICAL SERVICES DIVISION

AutoCAD SHX Text

SITE 1-2

AutoCAD SHX Text

SIDEDRAIN AND ROADSIDE DITCH

AutoCAD SHX Text

RENEWAL PROGRAM

AutoCAD SHX Text

FY2020

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text

MATCH EXIST.

GRADE

REGRADE 309 LF OF DITCH PER

TYPICAL SECTION 8-8 AT APPX. 0.20%

BETWEEN EXIST. PIPE INVERT (W)

AND END OF CONST. (E)

APPX. INV. 49.00 (E)

INV. 49.64 (W)

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

EXIST. DITCH

TOP OF BANK

TIE IN TO

EXIST. GRADE

EXIST. EDGE OF

PAVED SHOULDER

R/W

FENCELINE

13+00 13+50

END CONSTRUCTION

SITE 1-2

STA 13+50.00

N: 1278425.0371

E: 621107.0527

END CONST.

STA=13+45.01

O/S=-16.10

CONST.

SITE 1-2

AutoCAD SHX Text

SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text 1 inch = 20 ft.

AutoCAD SHX Text

AutoCAD SHX Text

LITHIA PINCREST ROAD (C.R. 640)

AutoCAD SHX Text #9835

AutoCAD SHX Text

MATCHLINE STA 12+46.11

AutoCAD SHX Text

FENCELINE

AutoCAD SHX Text

EXIST. GRADE

AutoCAD SHX Text

TYP. SECTION 8-8 N.T.S.

AutoCAD SHX Text

APPX. CUT: 7.8 SF

AutoCAD SHX Text

4:1 (H:V) MAX

AutoCAD SHX Text 3:1 (H:V)

AutoCAD SHX Text R/W

AutoCAD SHX Text

EDGE OF (APPX. 4') PAVED SHOULDER

AutoCAD SHX Text

2' MIN. SHOULDER AT 6.0% W/ SOD

AutoCAD SHX Text

APPX. FILL: 0.2 SF

AutoCAD SHX Text CONSTRUCTION NOTES: 1. TERMINATE ALL REGRADING ACTIVITIES AT THE R/W UNLESS TERMINATE ALL REGRADING ACTIVITIES AT THE R/W UNLESS RIGHT OF ACCESS HAS BEEN GRANTED BY THE OWNER, COUNTY TO SEEK RIGHT OF ACCESS PRIOR TO MAINTENANCE ACTIVITIES. 2. CONTRACTOR TO ADD SOD TO ALL SLOPES 3:1 AND CONTRACTOR TO ADD SOD TO ALL SLOPES 3:1 AND FLATTER, WHILE ADDING STAKED SOD FOR SLOPES STEEPER THAN 3:1.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

11X17 SCALE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

22X34 SCALE:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SUPERVISED BY:

AutoCAD SHX Text Lic. No.

AutoCAD SHX Text

(813) 272-5912

AutoCAD SHX Text

P.O. BOX 1110, TAMPA FLORIDA 33601

AutoCAD SHX Text

601 E. KENNEDY BLVD., TAMPA, FLORIDA 33602

AutoCAD SHX Text

INFRASTRUCTURE AND DEVELOPMENT SERVICES

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text 1"=20' H/1"=2' V

AutoCAD SHX Text 1"=40' H/1"=4' V

AutoCAD SHX Text

TECHNICAL SERVICES DIVISION

AutoCAD SHX Text

SITE 1-2

AutoCAD SHX Text

SIDEDRAIN AND ROADSIDE DITCH

AutoCAD SHX Text

RENEWAL PROGRAM

AutoCAD SHX Text

FY2020

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text

5' Min. Shoulder

Sod (See Opposite)

Sod (See Index 446-001)

Mitered End Section

(See Opposite)

F.L. Rdwy. Ditch

Drainage Pipe ✩

FL

Mitered End Section

(See Index 430-022)

Width (Varies)

S t d

S t d

Varies-Determined By Slope Intercept

DRIVEWAY REPLACEMENT (FDOT

INDEX 330-001)

N.T.S.

5' Min. Shoulder

*CONTRACTOR SHALL ENSURE ALL REMAINING EXISTING

PIPE IS CLEAR OF SEDIMENT AND DEBRIS.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

11X17 SCALE:

AutoCAD SHX Text

DESIGNED BY:

AutoCAD SHX Text

22X34 SCALE:

AutoCAD SHX Text

APPROVED BY:

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

PROJECT

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

SUPERVISED BY:

AutoCAD SHX Text Lic. No.

AutoCAD SHX Text

(813) 272-5912

AutoCAD SHX Text

P.O. BOX 1110, TAMPA FLORIDA 33601

AutoCAD SHX Text

601 E. KENNEDY BLVD., TAMPA, FLORIDA 33602

AutoCAD SHX Text

INFRASTRUCTURE AND DEVELOPMENT SERVICES

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text 1"=20' H/1"=2' V

AutoCAD SHX Text 1"=40' H/1"=4' V

AutoCAD SHX Text

TECHNICAL SERVICES DIVISION

AutoCAD SHX Text

SITE 1-2 QUANTITIES

AutoCAD SHX Text

SIDEDRAIN AND ROADSIDE DITCH

AutoCAD SHX Text

RENEWAL PROGRAM

AutoCAD SHX Text

FY2020

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

CHRIS CHANDLER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text 03/20

AutoCAD SHX Text

LARRY WEBSTER

AutoCAD SHX Text

PlanSheets1-2-COV SHT1
Sheets and Views
PlanSheets1-2-COV SHT1
PlanSheets1-2-GN SHT2
Sheets and Views
PlanSheets1-2-GN SHT2
PlanSheets1-2-1-2-LT2
Sheets and Views
PlanSheets1-2-1-2-LT2
PlanSheets1-2-1-2-LT3
Sheets and Views
PlanSheets1-2-1-2-LT3
PlanSheets1-2-1-2-LT4
Sheets and Views
PlanSheets1-2-1-2-LT4
PlanSheets1-2-1-2-N5
Sheets and Views
PlanSheets1-2-1-2-N5
PlanSheets1-2-TYP_QTS
Sheets and Views
PlanSheets1-2-TYP_QTS
PlanSheets1-2-1-2-LT1.pdf
Sheets and Views
1-2-LT1

File details come from the government source that posted it. Updated .