BID-DOCUMENTS-051-301_W-WW_PIPELINES-PLANS-SIGNED.pdf

PDF 38 MB Posted Nov 9, 2023

Attached to: South 301 W Water/Wastewater Pipeline
Solicitation number: ITB 2023-03
Issued by: Pasco County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

These bid documents are for the City of Zephyrhills, Florida, detailing the South 301 W Water and Wastewater Pipeline project. The project involves constructing approximately 6,000 linear feet of 6-inch PVC force main along Gall Boulevard and Tucker Road, with approximately 4,600 linear feet to be installed using horizontal directional drilling (HDD) and the remainder using open-cut methods. The pipeline will connect to an existing 6-inch force main on Tucker Road and does not include new residential, commercial, or industrial service connections. The documents, prepared by Jones Edmunds engineering firm in November 2023, include comprehensive civil engineering plans, utility coordination details, and technical specifications for pipeline installation.

The project documents specify technical requirements for pipe materials, including PVC, ductile iron, and high-density polyethylene (HDPE) pipes with specific dimension ratios and pressure ratings. The plans detail precise installation methods, utility conflict resolution, and restoration requirements for different surface types including asphalt, concrete, and limerock. The engineering documents include multiple sheets covering forcemain and watermain plans, civil details, erosion control, and standard utility separation and installation guidelines. Project-specific considerations include soil contamination zones, hand-excavation requirements near existing utilities, and specific technical notes for horizontal directional drilling with a minimum 400-foot bending radius.

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File	Type	Posted
Addendum_#02-Change_of_Deadline_to_match_Pkg.JPG	JPG image	Dec 27, 2023
Specs_110923.pdf	PDF	Nov 9, 2023
ITB_2023-03_South_301_W_WW_Pkg.pdf	PDF	Nov 7, 2023

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SITE VICINITY MAP

PROJECT LOCATION

324 S. HYDE PARK AVE., SUITE 250 TAMPA, FLORIDA 33606 / (813) 258-0703

730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821

PROJECT

VICINITY PROJECT

LOCATION

NETH ACIE FRASER

P R

O F E S S I O N A L E N G

I N E

E R

L I C E N S E

F L O R I D A

No. 57452

STATE OF

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY KENNETH ACIE FRASER, P.E. ON

DATE ADJACENT TO SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED. THE

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

JONES EDMUNDS

8657 BAYPINE ROAD, SUITE 300

JACKSONVILLE, FL 32256

E.O.R.: KENNETH ACIE FRASER, P.E., No. 57452

THE ABOVE NAMED PROFESSIONAL ENGINEER

SHALL BE RESPONSIBLE FOR THE FOLLOWING

DIVISIONS IN ACCORDANCE WITH RULE

61G15-23.004, F.A.C.:

GENERAL, CIVIL, EROSION CONTROL

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PROJECT # 26110-051-01

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NOVEMBER 2023

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PREPARED BY:

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CITY OF ZEPHYRHILLS, FLORIDA

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PREPARED FOR:

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PASCO

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COUNTY

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COT

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OTE

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ZEPHYRHILLS

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DADE

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CITY

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SOUTH 301 W WATER AND WASTEWATER PIPELINES

8 7 6 5 4 3 2 1

8657 BAYPINE ROAD, BLDG. 5, SUITE 300 JACKSONVILLE, FLORIDA 32256 / (904) 744-5401

730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821

SOUTH 301 W - WATER AND WASTEWATER

PIPELINES

GENERAL NOTES

REFERENCED DATA

GENERAL

CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION

EXISTING CONDITIONS

UTILITY COORDINATION

SAFETY

RESTORATION

ACCESS/MAINTENANCE OF FACILITIES

PIPING NOTES

UTILITY SEPARATION

PROJECT SPECIFIC

SPECIAL REQUIREMENTS TO HAND-DIG EXCAVATIONS FOR

EXISTING UTILITY COORDINATION

SOIL CONTAMINATION AREA

HORIZONTAL DIRECTIONAL DRILL NOTES

DRAWING INDEX, GENERAL NOTES AND

DESIGNATION

SECTION DESIGNATION

DETAIL DESIGNATION

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DWG. NO. SHEET DESCRIPTION

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DESIGNED

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DATE:

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NOV. 2023

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PROJECT NO:

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INDEX NO:

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K FRASER

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D PLAVCAN

AutoCAD SHX Text THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY KENNETH A. FRASER, PE #57452 ON THE DATE SHOWN ON THE COVER SHEET. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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1. TOPOGRAPHIC SURVEY PERFORMED BY DC JOHNSON AND ASSOCIATES, 11911 TOPOGRAPHIC SURVEY PERFORMED BY DC JOHNSON AND ASSOCIATES, 11911 SOUTH CURLEY ST. SAN ANTONIO, FL 33576 A LICENSED PROFESSIONAL LAND SURVEYOR, DATED 3/09/2023. 2. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. ANY EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA. ALL RISKS RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS OF ALL PERMITS (FDEP, FDOT, PASCO COUNTY BUILDING DEPARTMENT, ETC) OBTAINED FOR THIS PROJECT. 4. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. 5. THE CONTRACTOR SHALL VERIFY THAT ALL CLEARANCES CAN BE MET. IF ANY THE CONTRACTOR SHALL VERIFY THAT ALL CLEARANCES CAN BE MET. IF ANY CLEARANCES CANNOT BE MET, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING A MINIMUM OF 15 WORKING DAYS PRIOR TO CONSTRUCTING AND SUCH ITEM. 6. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT AND ESTABLISHMENT OF ELEVATIONS OF NEW WORK. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 7. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. 8. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS BUT ARE NOT PURPORTED TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS, UTILITIES, ETC. WHICH ARE WITHIN THE PROJECT AREA. CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE LOCATIONS, ELEVATIONS, DIMENSIONS, TYPES, AND CONDITIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (WHETHER OR NOT SHOWN ON THE DRAWINGS) AFFECTING THE WORK. 9. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS. 10. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 11. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. 12. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE 811 CALL OF FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY DIGGING WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB SITE IS WWW.SUNSHINE811.COM, IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 13. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 14. THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, THE CONTRACTOR SHALL PRESERVE AND MAINTAIN EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES WITHIN THE PROJECT AREA. ANY DAMAGE SHALL BE REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 15. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY THE CONTRACTOR'S WORK. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. 19. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 20. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. 21. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 22. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 23. CONTRACTOR SHALL CONSTRUCT NEW BELOW GRADE PIPING WITH A MINIMUM CONTRACTOR SHALL CONSTRUCT NEW BELOW GRADE PIPING WITH A MINIMUM COVER OF 36". IF A MINIMUM COVER OF 36" CANNOT BE ACHIEVED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING. 24. CONTRACTOR SHALL INSTALL MINIMUM OF 1/4" THICK NEOPRENE PADDING CONTRACTOR SHALL INSTALL MINIMUM OF 1/4" THICK NEOPRENE PADDING BETWEEN PIPE AND SUPPORTS FOR DUCTILE IRON PIPE AND PIPE WITH COATINGS. 25. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 26. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 27. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. 28. ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE WRITTEN ALL UTILITIES SHALL BE KEPT IN OPERATION EXCEPT WITH THE WRITTEN CONSENT OF THE UTILITY OWNER. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING EXISTING UTILITIES AND PAVEMENT THAT THE CONTRACTOR DAMAGES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. REPAIRS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE OWNER AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THESE DRAWINGS. 30. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE TO THE THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE TO THE OWNER PRIOR TO CONNECTING THE NEW CONSTRUCTION, EQUIPMENT, AND PIPING TO THE CITY OF ZEPHYRHILLS WWTF. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING EACH CONNECTION WITH THE OWNER TO ENSURE THAT THERE ARE MINIMAL INTERRUPTIONS TO EACH SYSTEM. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND STABILIZING THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND STABILIZING POWER POLES DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY PROVIDER AND COORDINATE WITH THEM. 32. CONTRACTOR SHALL REMOVE TREE(S) WHEN IN DIRECT CONFLICT W/ PROPOSED CONTRACTOR SHALL REMOVE TREE(S) WHEN IN DIRECT CONFLICT W/ PROPOSED WORK, AS APPROVED BY THE ENGINEER. CONTRACTOR SHALL OBTAIN PERMIT(S) REQUIRED. 33. PLEASE NOTE EXISTING UTILITIES AS SHOWN IN THE DRAWINGS ARE BASED ON PLEASE NOTE EXISTING UTILITIES AS SHOWN IN THE DRAWINGS ARE BASED ON AVAILABLE GIS DATA. CONTRACTOR SHALL VERIFY EXISTING UTILITIES LOCATIONS PRIOR TO CONSTRUCTION. 34. PLEASE NOTE AREAS OF EXISTING UTILITIES IN CLOSE PROXIMITY TO THE PROPOSED PLEASE NOTE AREAS OF EXISTING UTILITIES IN CLOSE PROXIMITY TO THE PROPOSED INSTALLATION HAVE BEEN NOTED WITH DASHED RECTANGULAR BOXES SHOWN IN THE PLANS. 35. IN THE NOTED AREAS AND OTHER AREAS IDENTIFIED DURING CONSTRUCTION, THE IN THE NOTED AREAS AND OTHER AREAS IDENTIFIED DURING CONSTRUCTION, THE CONTRACTOR SHALL HAND DIG ALL EXCAVATIONS WITHIN 10 FEET IN ALL DIRECTIONS OF A MARKED LOCATED UTILITY LINE. 36. THE CONTRACTOR SHALL ALSO HAND DIG A PILOT TRENCH WHEN CALLED FOR ON THE THE CONTRACTOR SHALL ALSO HAND DIG A PILOT TRENCH WHEN CALLED FOR ON THE DIG PERMIT FOR ALL UNDERGROUND UTILITY WORK ALONG THE CENTERLINE OF NEW TRENCHES AND DOWN TO THE BOTTOM ELEVATION OF THE NEW UTILITY. 37. MACHINE EXCAVATION SHALL PROCEED ONLY AFTER IT IS DETERMINED THAT ALL MACHINE EXCAVATION SHALL PROCEED ONLY AFTER IT IS DETERMINED THAT ALL EXISTING UTILITIES HAVE BEEN IDENTIFIED AND PROTECTED. 38. ONE AREA OF SOIL CONTAMINATION IS IDENTIFIED ON THE PLANS ON SHEET C8. AS A ONE AREA OF SOIL CONTAMINATION IS IDENTIFIED ON THE PLANS ON SHEET C8. AS A MINIMUM, THECONTRACTOR SHALL WEAR PPE WHEN WORKING IN SOIL OR GROUNDWATER IN THE AREA NOTED. 39. SOIL THAT IS DISTURBED SHALL NOT BE TAKEN OFF SITE. SOIL SHALL BE PLACED SOIL THAT IS DISTURBED SHALL NOT BE TAKEN OFF SITE. SOIL SHALL BE PLACED BACK WITHIN THE PROJECT BOUNDARY. 40. IN THE EVENT DEWATERING IS REQUIRED FOR THE INSTALLATION, THE CONTRACTOR IN THE EVENT DEWATERING IS REQUIRED FOR THE INSTALLATION, THE CONTRACTOR SHALL CONFORM TO ENVIRONMENTAL REGULATIONS FOR THE PUMPING AND DISPOSAL OF GROUNDWATER FOR THE INSTALLATION. DEWATERING PLANS AND PERMITS SHALL INCLUDE A DETAILED SITE PLAN AND SHALL BE SUBMITTED TO THE OWNER PRIOR TO ANY WORK BEING PERFORMED IN AREAS WITH GROUNDWATER CONTAMINATION. 41. BORING LAYOUT BASED ON MINIMUM RADIUS OF 400 FEET. MAXIMUM BACK REAMER BORING LAYOUT BASED ON MINIMUM RADIUS OF 400 FEET. MAXIMUM BACK REAMER DIAMETERS SHALL BE 19.8-INCH FOR 12-INCH DR-11 HDPE PIPE 13.6-INCH FOR 6-INCH DR-11 HDPE PIPE 42. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS FOR ACCESS DURING UTILITY CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS FOR ACCESS DURING UTILITY INSTALLATION. 43. BORE DEPTH ON BORES BENEATH FDOT ROADWAY PAVEMENT SHALL BE 10X THE BACK BORE DEPTH ON BORES BENEATH FDOT ROADWAY PAVEMENT SHALL BE 10X THE BACK REAMER SIZE PER UAM 3.16.9.1.

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LEGENDS AND PIPE SCHEDULE

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KEY MAP

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FORCEMAIN

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EROSION CONTROL

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STANDARD ABBREVIATIONS

CUSTOM ABBREVIATIONS

8 7 6 5 4 3 2 1

8657 BAYPINE ROAD, BLDG. 5, SUITE 300 JACKSONVILLE, FLORIDA 32256 / (904) 744-5401

730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821

SOUTH 301 W - WATER AND WASTEWATER

PIPELINES ABBREVIATIONS

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AND

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AUTOMATIC

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AA STD

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ALUMINUM ASSOCIATION STANDARD

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AASHTO

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AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

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ALIGNMENT BEGINNING

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ASBESTOS CEMENT

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ALTERNATING CURRENT

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AIR CONDITIONER

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ACI

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AMERICAN CONCRETE INSTITUTE

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ADJ

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ADJUSTABLE

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ALIGNMENT END

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AFF

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ABOVE FINISHED FLOOR

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AFG

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ABOVE FINISHED GRADE

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AIP

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ABANDONED IN PLACE

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AISI

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AMERICAN IRON STEEL INSTITUTE

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AIT

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ANALYTICAL INDICATING TRANSMITTER

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ALT

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ALTERNATIVE

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ALUM

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ALUMINUM

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AUTO-MANUAL

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AMPS

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AMPERES

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ANSI

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AMERICAN NATION STANDARDS INSTITUTE

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ANALYZER PANEL

AutoCAD SHX Text

APP

AutoCAD SHX Text

APPROVE, APPROVED

AutoCAD SHX Text

APPROX

AutoCAD SHX Text

APPROXIMATE

AutoCAD SHX Text

AIR RELEASE

AutoCAD SHX Text

ARV

AutoCAD SHX Text

AIR RELEASE VALVE

AutoCAD SHX Text

ASCE

AutoCAD SHX Text

AMERICAN SOCIETY OF CIVIL ENGINEERS

AutoCAD SHX Text

ASD

AutoCAD SHX Text

ADJUSTABLE SPEED DRIVE

AutoCAD SHX Text

ASTM

AutoCAD SHX Text

AMERICAN SOCIETY FOR TESTING AND MATERIALS

AutoCAD SHX Text

ATS

AutoCAD SHX Text

AUTOMATIC TRANSFER SWITCH

AutoCAD SHX Text

AUTO

AutoCAD SHX Text

AUTOMATIC

AutoCAD SHX Text

AUX

AutoCAD SHX Text

AUXILIARY

AutoCAD SHX Text

AVE

AutoCAD SHX Text

AVENUE

AutoCAD SHX Text

AWG

AutoCAD SHX Text

AMERICAN WIRE GUAGE

AutoCAD SHX Text

AWS

AutoCAD SHX Text

AMERICAN WELDING SOCIETY

AutoCAD SHX Text

AWWA

AutoCAD SHX Text

AMERICAN WATER WORKS ASSOCIATION

AutoCAD SHX Text B

AutoCAD SHX Text

BORING

AutoCAD SHX Text B/

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text B/L

AutoCAD SHX Text

BASELINE OF CONSTRUCTION

AutoCAD SHX Text

BARE COPPER

AutoCAD SHX Text

BLIND FLANGE

AutoCAD SHX Text

BFP

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

BFV

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

BKR

AutoCAD SHX Text

BREAKER

AutoCAD SHX Text

BLD

AutoCAD SHX Text

BLIND

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

BOULEVARD

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

BMP

AutoCAD SHX Text

BEST MANAGEMENT PRACTICE

AutoCAD SHX Text

BLOW-OFF

AutoCAD SHX Text

BTM

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

BTM/

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

BYP

AutoCAD SHX Text

BYPASS

AutoCAD SHX Text C

AutoCAD SHX Text

CONDUIT, CONDUCTOR, CLOSE

AutoCAD SHX Text

C/L, CL

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

CAM

AutoCAD SHX Text

COMPUTER-AUTO-MANUAL

AutoCAD SHX Text

CAT

AutoCAD SHX Text

CATALOGUE

AutoCAD SHX Text

CIRCUIT BREAKER

AutoCAD SHX Text

CENTER TO CENTER

AutoCAD SHX Text

CCS

AutoCAD SHX Text

CENTRAL CONTROL SYSTEM

AutoCAD SHX Text

COLUMN FOUNDATION

AutoCAD SHX Text

CFWE

AutoCAD SHX Text

CABLE FURNISHED WITH EQUIPMENT

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text

CIP

AutoCAD SHX Text

CAST IN PLACE, CAST IRON PIPE

AutoCAD SHX Text

CISP

AutoCAD SHX Text

CAST IRON SLIP PIECE

AutoCAD SHX Text

CONSTRUCTION/CONTRACTION JOINT

AutoCAD SHX Text

CLF

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CLR

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

COMPUTER-MANUAL

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CMU

AutoCAD SHX Text

CONCRETE MASONRY UNIT

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

COMPANY

AutoCAD SHX Text

COL

AutoCAD SHX Text

COLUMN

AutoCAD SHX Text

COM

AutoCAD SHX Text

COMMUNICATION

AutoCAD SHX Text

CON

AutoCAD SHX Text

CONCENTRIC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONSTR

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

CONT

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

CORP

AutoCAD SHX Text

CORPORATION

AutoCAD SHX Text

CONTROL PANEL

AutoCAD SHX Text

CPT

AutoCAD SHX Text

CONTROL POWER TRANSFORMER

AutoCAD SHX Text

CRE

AutoCAD SHX Text

CORROSION RESISTANT

AutoCAD SHX Text

CRSI

AutoCAD SHX Text

CONCRETE REINFORCING STEEL INSTITUTE

AutoCAD SHX Text

CARBON STEEL

AutoCAD SHX Text

CURRENT TRANSFORMER, CABLE TRAY CONTACTOR

AutoCAD SHX Text

CTRD

AutoCAD SHX Text

CENTERED

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text D

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

DUCT BANK

AutoCAD SHX Text

DBI

AutoCAD SHX Text

DITCH BOTTOM INLET

AutoCAD SHX Text

DIRECT CURRENT

AutoCAD SHX Text

DES

AutoCAD SHX Text

DESIGNATION

AutoCAD SHX Text

DET

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

DUCTILE IRON

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

DIPS

AutoCAD SHX Text

DUCTILE IRON PIPE SIZE

AutoCAD SHX Text

DIV

AutoCAD SHX Text

DIVISION

AutoCAD SHX Text

DOWN, DAMPER

AutoCAD SHX Text

DIMENSION RATIO

AutoCAD SHX Text

DWG

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DXS

AutoCAD SHX Text

DOUBLE EXTRA STRONG

AutoCAD SHX Text E

AutoCAD SHX Text

EAST(ING)

AutoCAD SHX Text

EACH

AutoCAD SHX Text

ECC

AutoCAD SHX Text

ECCENTRIC

AutoCAD SHX Text

EES

AutoCAD SHX Text

EMERGENCY EYEWASH AND SHOWER

AutoCAD SHX Text

EACH FACE, EXHAUST FAN

AutoCAD SHX Text

SUCH AS

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

EL, ELEV

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

ELB

AutoCAD SHX Text

ELBOW

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

EOP

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

ERCP

AutoCAD SHX Text

ELLIPTICAL REINFORCED CONCRETE PIPE

AutoCAD SHX Text

EST

AutoCAD SHX Text

ELEVATED STORAGE TANK

AutoCAD SHX Text

ETC

AutoCAD SHX Text

ETCETERA

AutoCAD SHX Text

EACH WAY

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

FBC

AutoCAD SHX Text

FLORIDA BUILDING CODE

AutoCAD SHX Text

F, FU

AutoCAD SHX Text

FUSE

AutoCAD SHX Text F/F

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

FAB

AutoCAD SHX Text

FABRICATED

AutoCAD SHX Text

FAC

AutoCAD SHX Text

FLORIDA ADMINISTRATIVE CODE

AutoCAD SHX Text

FCA

AutoCAD SHX Text

FLANGED COUPLING ADAPTER

AutoCAD SHX Text

FCV

AutoCAD SHX Text

FLOW CONTROL VALVE

AutoCAD SHX Text

FDEP

AutoCAD SHX Text

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

AutoCAD SHX Text

FDN

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

FDOT

AutoCAD SHX Text

FLORIDA DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

FDR

AutoCAD SHX Text

FEEDER

AutoCAD SHX Text

FLOW ELEMENT

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text

FFE

AutoCAD SHX Text

FINISHED FLOOR ELEVATION

AutoCAD SHX Text

FINISHED GRADE, FIBERGLASS

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

FIG

AutoCAD SHX Text

FIGURE

AutoCAD SHX Text

FIN

AutoCAD SHX Text

FINISHED

AutoCAD SHX Text

FIT

AutoCAD SHX Text

FLOW INDICATING TRANSMITTER

AutoCAD SHX Text

FLANGED JOINT

AutoCAD SHX Text

FLOOR

AutoCAD SHX Text

FLEX

AutoCAD SHX Text

FLEXIBLE

AutoCAD SHX Text

FLG

AutoCAD SHX Text

FLANGE(D)

AutoCAD SHX Text

FND

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

FNPT

AutoCAD SHX Text

FEMALE NATIONAL PIPE THREAD

AutoCAD SHX Text

FIBER OPTIC

AutoCAD SHX Text

FOS

AutoCAD SHX Text

FAST-OFF-SLOW

AutoCAD SHX Text

FOSA

AutoCAD SHX Text

FAST-OFF-SLOW-AUTO

AutoCAD SHX Text

FOSR

AutoCAD SHX Text

FAST-OFF-SLOW-REMOTE

AutoCAD SHX Text

FULL PENETRATION, FIELD PANEL

AutoCAD SHX Text

FORWARD-REVERSE

AutoCAD SHX Text

FREQ

AutoCAD SHX Text

FREQUENCY

AutoCAD SHX Text

FRP

AutoCAD SHX Text

FIBER REINFORCED PLASTIC

AutoCAD SHX Text

FLORIDA STATUTES, FAR SIDE, FLOW SWITCH

AutoCAD SHX Text

FOOT

AutoCAD SHX Text G

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

GAL

AutoCAD SHX Text

GALLON

AutoCAD SHX Text

GALV

AutoCAD SHX Text

GALVANIZED

AutoCAD SHX Text

GEN

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

GFCI

AutoCAD SHX Text

GROUND FAULT CIRCUIT INTERUPTER

AutoCAD SHX Text

GND

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

GPM

AutoCAD SHX Text

GALLONS PER MINUTE

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GRTG

AutoCAD SHX Text

GRATING

AutoCAD SHX Text

GALVANIZED STEEL

AutoCAD SHX Text

GSP

AutoCAD SHX Text

GALVANIZED STEEL PIPE

AutoCAD SHX Text

GST

AutoCAD SHX Text

GROUND STORAGE TANK

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text H

AutoCAD SHX Text

HIGH

AutoCAD SHX Text

HAND AUGER

AutoCAD SHX Text

HAND

AutoCAD SHX Text

HDD

AutoCAD SHX Text

HORIZONTAL DIRECTIONAL DRILL

AutoCAD SHX Text

HDNS

AutoCAD SHX Text

HARDNESS

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE

AutoCAD SHX Text

HHWL

AutoCAD SHX Text

HIGH HIGH WATER LEVEL

AutoCAD SHX Text

HOOK

AutoCAD SHX Text

HOA

AutoCAD SHX Text

HAND-OFF-AUTO

AutoCAD SHX Text

HOR

AutoCAD SHX Text

HAND-OFF-REMOTE

AutoCAD SHX Text

HORIZ

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

HORSEPOWER

AutoCAD SHX Text

HPS

AutoCAD SHX Text

HIGH PRESSURE SODIUM

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

HSP

AutoCAD SHX Text

HIGH SERVICE PUMP

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

HWL

AutoCAD SHX Text

HIGH WATER LEVEL

AutoCAD SHX Text I&C

AutoCAD SHX Text

INSTRUMENTATION AND CONTROL

AutoCAD SHX Text

INTERRUPTING CAPACITY

AutoCAD SHX Text

INSIDE DIAMETER

AutoCAD SHX Text

INVERT ELEVATION

AutoCAD SHX Text

IEEE

AutoCAD SHX Text

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS

AutoCAD SHX Text

INSULATED FLANGE

AutoCAD SHX Text

ISOLATION JOINT

AutoCAD SHX Text

INC

AutoCAD SHX Text

INCORPORATED

AutoCAD SHX Text

IPS

AutoCAD SHX Text

IRON PIPE SIZE

AutoCAD SHX Text

J, JB

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

KILOAMPERES

AutoCAD SHX Text

KNEE BRACE

AutoCAD SHX Text

KCMIL

AutoCAD SHX Text

THOUSAND CIRCULAR MILS

AutoCAD SHX Text

KILOVOLT

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KILOVOLT AMPERES

AutoCAD SHX Text

KILOWATTS

AutoCAD SHX Text

KWH

AutoCAD SHX Text

KILOWATT HOUR

AutoCAD SHX Text L

AutoCAD SHX Text

LOWER

AutoCAD SHX Text

LB, LBS

AutoCAD SHX Text

POUND(S)

AutoCAD SHX Text

LEVEL ELEMENT

AutoCAD SHX Text

LEL

AutoCAD SHX Text

LOWER EXPLOSIVE LIMIT

AutoCAD SHX Text

LINEAR FEET

AutoCAD SHX Text

LONG

AutoCAD SHX Text

LIT

AutoCAD SHX Text

LEVEL INDICATING TRANSMITTER

AutoCAD SHX Text

LIU

AutoCAD SHX Text

LIGHT INTERFACE UNIT

AutoCAD SHX Text

LLH

AutoCAD SHX Text

LONG LEG HORIZONTAL

AutoCAD SHX Text

LLV

AutoCAD SHX Text

LONG LEG VERTICAL

AutoCAD SHX Text

LLWL

AutoCAD SHX Text

LOW LOW WATER LEVEL

AutoCAD SHX Text

LOS

AutoCAD SHX Text

LOCKOUT STOP

AutoCAD SHX Text

LONG RADIUS, LOCAL-REMOTE

AutoCAD SHX Text

LIFT STATION

AutoCAD SHX Text

LSIG

AutoCAD SHX Text

LONG SHORT INSTANTANEOUS GROUND

AutoCAD SHX Text

LWL

AutoCAD SHX Text

LOW WATER LEVEL

AutoCAD SHX Text M

AutoCAD SHX Text

MAGNETIC CONTACTOR COIL, MOTOR, MANUAL

AutoCAD SHX Text M/F

AutoCAD SHX Text

MALE/FEMALE

AutoCAD SHX Text

MAX

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text

MODULATE-CLOSE

AutoCAD SHX Text

MCC

AutoCAD SHX Text

MOTOR CONTROL CENTER

AutoCAD SHX Text

MCJ

AutoCAD SHX Text

MASONRY CONTROL JOINT

AutoCAD SHX Text

MECH

AutoCAD SHX Text

MECHANICAL

AutoCAD SHX Text

MES

AutoCAD SHX Text

MITERED END SECTION

AutoCAD SHX Text

MFR

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

MIN

AutoCAD SHX Text

MINIMUM

AutoCAD SHX Text

MISC

AutoCAD SHX Text

MISCELLANEOUS

AutoCAD SHX Text

MECHANICAL JOINT

AutoCAD SHX Text

MNPT

AutoCAD SHX Text

MALE NATIONAL PIPE THREAD

AutoCAD SHX Text

MOTOR OPERATOR

AutoCAD SHX Text

METERING PUMP

AutoCAD SHX Text

MPH

AutoCAD SHX Text

MILES PER HOUR

AutoCAD SHX Text

MOTOR STARTER

AutoCAD SHX Text

MSC

AutoCAD SHX Text

MANUFACTURER SUPPLIED CABLE

AutoCAD SHX Text

MT, MTD

AutoCAD SHX Text

MOUNT(ED)

AutoCAD SHX Text

MTL

AutoCAD SHX Text

METAL

AutoCAD SHX Text

MEDIUM VOLTAGE

AutoCAD SHX Text N

AutoCAD SHX Text

NORTH(ING), NEUTRAL, NORMAL

AutoCAD SHX Text N/A

AutoCAD SHX Text

NOT APPLICABLE

AutoCAD SHX Text

NAD

AutoCAD SHX Text

NORTH AMERICAN DATUM

AutoCAD SHX Text

NAVD

AutoCAD SHX Text

NORTH AMERICAN VERTICAL DATUM

AutoCAD SHX Text

NORMALLY CLOSED

AutoCAD SHX Text

NORTH EAST

AutoCAD SHX Text

NEC

AutoCAD SHX Text

NATIONAL ELECTRICAL CODE

AutoCAD SHX Text

NEMA

AutoCAD SHX Text

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

AutoCAD SHX Text

NEUT

AutoCAD SHX Text

NEUTRAL

AutoCAD SHX Text

NGVD

AutoCAD SHX Text

NATIONAL GEODETIC VERTICAL DATUM

AutoCAD SHX Text

NIC

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text

NORMALLY OPEN

AutoCAD SHX Text

NOM

AutoCAD SHX Text

NOMINAL

AutoCAD SHX Text

NPDES

AutoCAD SHX Text

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

AutoCAD SHX Text

NPT

AutoCAD SHX Text

NATIONAL PIPE THREAD

AutoCAD SHX Text

NPW

AutoCAD SHX Text

NON POTABLE WATER

AutoCAD SHX Text

NRS

AutoCAD SHX Text

NONRISING STEM

AutoCAD SHX Text

NEAR SIDE

AutoCAD SHX Text

NSF

AutoCAD SHX Text

NATIONAL SANITATION FOUNDATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NORTH WEST

AutoCAD SHX Text

ON CENTER(S), OPEN-CLOSE(D)

AutoCAD SHX Text

OCA

AutoCAD SHX Text

OPEN-CLOSE-AUTO

AutoCAD SHX Text

OCR

AutoCAD SHX Text

OPEN-CLOSE-REMOTE

AutoCAD SHX Text

OUTSIDE DIAMETER

AutoCAD SHX Text

OVERFLOW

AutoCAD SHX Text

ON-OFF

AutoCAD SHX Text

OOA

AutoCAD SHX Text

ON-OFF-AUTO

AutoCAD SHX Text

OOR

AutoCAD SHX Text

ON-OFF-REMOTE

AutoCAD SHX Text

OPP

AutoCAD SHX Text

OPPOSITE

AutoCAD SHX Text

ORP

AutoCAD SHX Text

OXIDATION REDUCTION POTENTIAL

AutoCAD SHX Text

OS&Y

AutoCAD SHX Text

OUTSIDE STEM AND YOKE

AutoCAD SHX Text

OSC

AutoCAD SHX Text

OPEN-STOP-CLOSE

AutoCAD SHX Text

OSHA

AutoCAD SHX Text

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

AutoCAD SHX Text

P&ID

AutoCAD SHX Text

PIPING AND INSTRUMENTATION DIAGRAM

AutoCAD SHX Text P/L

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PULL BOX

AutoCAD SHX Text

PCCP

AutoCAD SHX Text

PRESTRESSED CONCRETE CYLINDER PIPE

AutoCAD SHX Text

PCV

AutoCAD SHX Text

PRESSURE CONTROL VALVE

AutoCAD SHX Text

PLAIN END, POLYETHYLENE

AutoCAD SHX Text

PET

AutoCAD SHX Text

POLYETHYLENE TUBING

AutoCAD SHX Text

POWER FACTOR

AutoCAD SHX Text pH

AutoCAD SHX Text

HYDROGEN ION CONCENTRATION

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

POINT OF INTERSECTION/PLANT INFLUENT

AutoCAD SHX Text

PID

AutoCAD SHX Text

PROPORTIONAL INTEGRAL DERIVATIVE

AutoCAD SHX Text

PIT

AutoCAD SHX Text

PRESSURE INDICATING TRANSMITTER

AutoCAD SHX Text

PIV

AutoCAD SHX Text

POST INDICATOR VALVE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PLC

AutoCAD SHX Text

PROGRAMMABLE LOGIC CONTROLLER

AutoCAD SHX Text

PLCS

AutoCAD SHX Text

PLACES

AutoCAD SHX Text

POC

AutoCAD SHX Text

POINT OF CONNECTION

AutoCAD SHX Text

POE

AutoCAD SHX Text

POINT OF ENTRY

AutoCAD SHX Text

POJ

AutoCAD SHX Text

PUSH ON JOINT

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

PPE

AutoCAD SHX Text

PERSONAL PROTECTIVE EQUIPMENT

AutoCAD SHX Text

PRV

AutoCAD SHX Text

PRESSURE REDUCING VALVE

AutoCAD SHX Text

PSF

AutoCAD SHX Text

POUNDS PER SQUARE FOOT

AutoCAD SHX Text

PSI

AutoCAD SHX Text

POUNDS PER SQUARE INCH

AutoCAD SHX Text

PSIA

AutoCAD SHX Text

POUNDS PER SQUARE INCH ABSOLUTE

AutoCAD SHX Text

PSID

AutoCAD SHX Text

POUNDS PER SQUARE INCH DIFFERENTIAL

AutoCAD SHX Text

PSIG

AutoCAD SHX Text

POUNDS PER SQUARE INCH GAUGE

AutoCAD SHX Text

PSV

AutoCAD SHX Text

PRESSURE SUSTAINING VALVE

AutoCAD SHX Text

PRESSURE TREATED, POTENTIAL TRANSFORMER

AutoCAD SHX Text

PLUG VALVE

AutoCAD SHX Text

PVC

AutoCAD SHX Text

POLYVINYL CHLORIDE

AutoCAD SHX Text

PVMT

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

POTABLE WATER

AutoCAD SHX Text

PWR

AutoCAD SHX Text

POWER

AutoCAD SHX Text R

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text

R/W, ROW

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

RCP

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text

RCPT

AutoCAD SHX Text

RECEPTACLE

AutoCAD SHX Text

RED

AutoCAD SHX Text

REDUCER

AutoCAD SHX Text

REF

AutoCAD SHX Text

REFERENCE

AutoCAD SHX Text

REINF

AutoCAD SHX Text

REINFORCEMENT, REINFORCING

AutoCAD SHX Text

REQ, REQ'D

AutoCAD SHX Text

REQUIRED

AutoCAD SHX Text

RGS

AutoCAD SHX Text

RIGID GALVANIZED STEEL

AutoCAD SHX Text

RESTRAINED JOINT

AutoCAD SHX Text

REMOTE MULTIPLEXING MODULE

AutoCAD SHX Text

RMS

AutoCAD SHX Text

ROOT MEAN SQUARE

AutoCAD SHX Text

RPZ

AutoCAD SHX Text

REDUCED PRESSURE ZONE

AutoCAD SHX Text

RIGHT

AutoCAD SHX Text

RTU

AutoCAD SHX Text

REMOTE TELEMETRY UNIT

AutoCAD SHX Text

SARV

AutoCAD SHX Text

SURGE ANTICIPATOR RELIEF VALVE

AutoCAD SHX Text

SBC

AutoCAD SHX Text

STANDARD BUILDING CODE

AutoCAD SHX Text

SCH

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

SCJ

AutoCAD SHX Text

SAW CUT JOINT

AutoCAD SHX Text

SDI

AutoCAD SHX Text

STEEL DECK INSTITUTE

AutoCAD SHX Text

SOUTH EAST

AutoCAD SHX Text

SEC

AutoCAD SHX Text

SECOND

AutoCAD SHX Text

SLOWER-FASTER

AutoCAD SHX Text

SHEC

AutoCAD SHX Text

SHOULDERED-END COUPLING

AutoCAD SHX Text

SHT

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SIM

AutoCAD SHX Text

SIMILAR

AutoCAD SHX Text

SJI

AutoCAD SHX Text

STEEL JOINT INSTITUTE

AutoCAD SHX Text

STATIC MIXER

AutoCAD SHX Text

SPACING, SPACED

AutoCAD SHX Text

SPD

AutoCAD SHX Text

SURGE PROTECTIVE DEVICE

AutoCAD SHX Text

SQUARE

AutoCAD SHX Text

STATE ROAD, SURGE RELIEF

AutoCAD SHX Text

SRV

AutoCAD SHX Text

SURGE RELIEF VALVE

AutoCAD SHX Text

START-STOP

AutoCAD SHX Text

SS, SST

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

SSC

AutoCAD SHX Text

SUPERVISORY SET POINT CONTROL

AutoCAD SHX Text

SSRV

AutoCAD SHX Text

SOLID STATE REDUCED VOLTAGE

AutoCAD SHX Text

SHUNT TRIP

AutoCAD SHX Text

STA

AutoCAD SHX Text

STATION

AutoCAD SHX Text

STD

AutoCAD SHX Text

STANDARD

AutoCAD SHX Text

STL

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

STS

AutoCAD SHX Text

STORMWATER SEWER

AutoCAD SHX Text

SOUTH WEST, SWITCH

AutoCAD SHX Text

SWD

AutoCAD SHX Text

SIDE WATER DEPTH

AutoCAD SHX Text

SWJ

AutoCAD SHX Text

SOLVENT WELD JOINT

AutoCAD SHX Text

SWPPP

AutoCAD SHX Text

STORM WATER POLLUTION PREVENTION PLAN

AutoCAD SHX Text

SQUARE YARD

AutoCAD SHX Text

T, THK

AutoCAD SHX Text

THICK

AutoCAD SHX Text T/

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text T/B,T&B

AutoCAD SHX Text

TOP AND BOTTOM

AutoCAD SHX Text

TBM

AutoCAD SHX Text

TEMPORARY BENCHMARK

AutoCAD SHX Text

TEMP

AutoCAD SHX Text

TEMPERATURE

AutoCAD SHX Text

TGS

AutoCAD SHX Text

THREADED GALVANIZED STEEL

AutoCAD SHX Text

TGSP

AutoCAD SHX Text

THREADED GALVANIZED STEEL PIPE

AutoCAD SHX Text

TOTAL HEAD

AutoCAD SHX Text

THERMO

AutoCAD SHX Text

THERMOSTATIC

AutoCAD SHX Text

THD

AutoCAD SHX Text

THREADED

AutoCAD SHX Text

TJB

AutoCAD SHX Text

TERMINAL JUNCTION BOX

AutoCAD SHX Text

TANK

AutoCAD SHX Text

TOC

AutoCAD SHX Text

TOP OF CONCRETE

AutoCAD SHX Text

TOS

AutoCAD SHX Text

TOP OF STEEL

AutoCAD SHX Text

TOSJ

AutoCAD SHX Text

TOP OF STEEL JOIST

AutoCAD SHX Text

TOW

AutoCAD SHX Text

TOP OF WALL

AutoCAD SHX Text

TUBULAR STEEL

AutoCAD SHX Text

TSF

AutoCAD SHX Text

THICKENED SLAB FOOTING

AutoCAD SHX Text

TSP

AutoCAD SHX Text

TWISTED SHIELDED PAIR

AutoCAD SHX Text

TURB

AutoCAD SHX Text

TURBIDITY

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

UNDERWRITER'S LABORATORIES

AutoCAD SHX Text

ULC

AutoCAD SHX Text

ULTRASONIC LEVEL CONTROLLER

AutoCAD SHX Text

UNO

AutoCAD SHX Text

UNLESS NOTED OTHERWISE

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UPS

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UNINTERRUPTIBLE POWER SUPPLY

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VOLTAGE, VOLTS

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VERT

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VERTICAL

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VFD

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VARIABLE FREQUENCY DRIVE

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VAPOR HEATER

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VIB

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VIBRATION

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VIF

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VERIFY IN FIELD

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VAPORIZER

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WIDE, WATT

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WITH

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WITHOUT

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WCJ

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WALL CONTROL JOINT

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WALL FOOTING

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WGT

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WEIGHT

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WORK POINT, WEATHERPROOF

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WSE, WSEL

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WATER SURFACE ELEVATION

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WEIGHT

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WATER VALVE

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WWF

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WELDED WIRE FABRIC

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XFMR

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TRANSFORMER

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EXTRA STRONG

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COZ

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CITY OF ZEPHYRHILLS

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SWFWMD

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SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT

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ISO

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ISOMETRIC

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EOR

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ENGINEER OF RECORD

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FORCE MAIN

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WATER MAIN

AutoCAD SHX Text NOTES: 1. SEE LEGENDS AND PIPE SCHEDULE FOR ADDITIONAL SEE LEGENDS AND PIPE SCHEDULE FOR ADDITIONAL ABBREVIATIONS. 2. NOT ALL ABBREVIATIONS MAY BE USED FOR THIS NOT ALL ABBREVIATIONS MAY BE USED FOR THIS PROJECT.

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LTR.

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DATE

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REVISIONS

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APPRD.

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AutoCAD SHX Text Jones Edmunds

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DESIGNED

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DRAWN

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CHECKED

AutoCAD SHX Text SAVED: 9/29/2023 1:11 PM SSIMS Y:\26110-CITY OF ZEPHYRHILLS\PROJECTS\051-01 SOUTH 301 W-WW PIPELINES\DESIGN&CONSTRUCTION\CAD\DWGS\GENERAL\2611005101-G03.DWG

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DATE:

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NOV. 2023

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PROJECT NO:

AutoCAD SHX Text 26110-051-01

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DWG NO:

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INDEX NO:

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S SIMS

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K FRASER

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D PLAVCAN

AutoCAD SHX Text PLOTTED: 11/8/2023 10:56:59 AM KEYLA VIRGILIO, EI11/8/2023 10:56:59 AM KEYLA VIRGILIO, EI KEYLA VIRGILIO, EIKEYLA VIRGILIO, EI

8 7 6 5 4 3 2 1

8657 BAYPINE ROAD, BLDG. 5, SUITE 300 JACKSONVILLE, FLORIDA 32256 / (904) 744-5401

730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821

SOUTH 301 W - WATER AND WASTEWATER

PIPELINES LEGENDS AND PIPE SCHEDULE

CIVIL LEGEND

SF SF

TB TB

VALVE SYMBOLS

MECHANICAL LEGEND

PIPING SYMBOLS

ACTUATOR SYMBOLS

V V

PIPE SUPPORT SYMBOLS

E PIPE SCHEDULE NOTES:

ABBREVIATION FLOW STREAM

IDENTIFICATION PIPE/DUCT MATERIAL

PIPE

MATERIAL

ABBREV

DIMENSION

RATIO (DR)

SPECIFICATION

NUMBER PIPE LINING

NORMAL

MAX

OPERATING

PRESSURE

(PSIG)

FIELD TEST

PRESSURE

(PSIG)

EXPOSED

PIPE

PAINT

SYSTEM

COLOR CODE SPECIFIC

NOTES

RESTRAINT

SYSTEM

NOTES

PIPE SCHEDULE

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LTR.

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DATE

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REVISIONS

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APPRD.

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AutoCAD SHX Text Jones Edmunds

AutoCAD SHX Text c

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DESIGNED

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DRAWN

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CHECKED

AutoCAD SHX Text SAVED: 9/29/2023 2:53 PM SSIMS Y:\26110-CITY OF ZEPHYRHILLS\PROJECTS\051-01 SOUTH 301 W-WW PIPELINES\DESIGN&CONSTRUCTION\CAD\DWGS\GENERAL\2611005101-G04.DWG

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DATE:

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NOV. 2023

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PROJECT NO:

AutoCAD SHX Text 26110-051-01

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DWG NO:

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INDEX NO:

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S SIMS

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K FRASER

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D PLAVCAN

AutoCAD SHX Text PLOTTED: 11/8/2023 10:57:09 AM KEYLA VIRGILIO, EI11/8/2023 10:57:09 AM KEYLA VIRGILIO, EI KEYLA VIRGILIO, EIKEYLA VIRGILIO, EI

AutoCAD SHX Text G4

AutoCAD SHX Text S-1

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AutoCAD SHX Text 100.00

AutoCAD SHX Text S-1

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GATE

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CHECK

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BALL

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BUTTERFLY

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AIR RELEASE AND/OR VACUUM RELIEF

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PRESSURE RELIEF

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HYDRAULIC CONTROL VALVE

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NEEDLE

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CROSS

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%%UDOUBLE LINE

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PIPE

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%%USINGLE LINE

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%%UDOUBLE LINE

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HUB & SPIGOT JOINT

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FLANGED JOINT

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BALL JOINT

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THRUST TIES

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FLEXIBLE COUPLING WITH

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BLIND FLANGE

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ELBOW UP

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ELBOW DOWN

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TEE UP

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TEE DOWN

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LATERAL DOWN

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UNION

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ECCENTRIC REDUCER

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CONCENTRIC REDUCER

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CAP

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ANCHOR

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%%USINGLE LINE

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ELBOW, 90 DEGREE

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FLANGED COUPLING ADAPTER

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W/ THRUST TIES

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TEE

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ELBOW, 45 DEGREE

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WYE

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ELBOW, 22.5 DEGREE

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MECHANICAL JOINT OR RESTRAINED PUSH-ON JOINT

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ABANDON IN PLACE

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WELDED PIPE

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FLEXIBLE COUPLING ADAPTER

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EXPANSION JOINT

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LATERAL UP

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ELECTRIC MOTOR

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HYDRAULIC

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MANUAL

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SOLENOID

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ELECTROHYDRAULIC

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PNEUMATIC

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ON LOSS OF PRIMARY POWER

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(PNEUMATIC, ELECTRICAL OR HYDRAULIC)

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XX: FO = FAIL OPEN

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FC = FAIL CLOSED

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FLP = FAIL TO LAST POSITION

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REGULATED SIDE

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%%UNOTE:

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FEMALE QUICK DISCONNECT FITTING

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MALE QUICK DISCONNECT FITTING

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DEMOLISH AND REMOVE

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DIAPHRAGM

AutoCAD SHX Text CONTOURS MATCHLINE RIGHT-OF-WAY BOUNDARY PROPERTY BOUNDARY EASEMENT BOUNDARY CENTERLINE WATERMAIN LINE FORCE MAIN GAS LINE ELECTRICAL LINE CHLORINE LINE SILT FENCE TURBIDITY BARRIER DEMO HATCH WETLAND SPOT ELEVATION REINFORCED CONCRETE PIPE (RCP) TRENCH DRAIN MITERED END SECTION W/ STRUCTURE DESIGNATION FLARED END SECTION W/ STRUCTURE DESIGNATION DITCH BOTTOM INLET W/ STRUCTURE DESIGNATION COORDINATE POINT PROPOSED SIGN CONCRETE LIMEROCK COMPACTED SOIL GRAVEL ASPHALT RESTORATION FORCEMAIN FLOW DIRECTION

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U-SHAPED PIPE SUPPORT

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PIPE SUPPORT W/ AXIAL LOAD SUPPORT

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FLANGED PIPE SUPPORT

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RESTRAINT SYSTEM NOTES: (1) SEE RESTRAINT DETAILS C24C24

AutoCAD SHX Text GENERAL NOTES: 1. COAT BURIED AND SUBMERGED PIPE PER PIPE COAT BURIED AND SUBMERGED PIPE PER PIPE SPECIFICATIONS. 2. TEST LINES PER SECTION 15144 UNLESS NOTED TEST LINES PER SECTION 15144 UNLESS NOTED OTHERWISE. 3. LABEL ALL PIPING PER SECTION 15075.LABEL ALL PIPING PER SECTION 15075.

AutoCAD SHX Text SPECIFIC NOTES: (A) DISINFECT PIPING PER SECTION 15141. (B) APPLY ABOVE GRADE PAINT SYSTEM ONLY TO PIPING APPLY ABOVE GRADE PAINT SYSTEM ONLY TO PIPING EXPOSED TO SUNLIGHT. PIPING UNDER FACILITY CANOPY STRUCTURE SHALL BE CLASSIFIED AS EXPOSED TO SUNLIGHT. (C) BURIED DUCTILE IRON PIPE SHALL BE POLYETHYLENE BURIED DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER SECTION 15155 PART 2.11.

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FM-1

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FORCE MAIN

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POLYVINYL CHLORIDE

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PVC

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AutoCAD SHX Text 15291

AutoCAD SHX Text N/A

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AutoCAD SHX Text N/A

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GREEN

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AutoCAD SHX Text (1)

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FM-2

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FORCE MAIN

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DUCTILE IRON

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AutoCAD SHX Text N/A

AutoCAD SHX Text 15155

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EPOXY

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AutoCAD SHX Text N/A

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GREEN

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AutoCAD SHX Text (1)

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FM-3

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FORCE MAIN

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HIGH DENSITY POLYETHYLENE

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HDPE

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AutoCAD SHX Text 15146

AutoCAD SHX Text N/A

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AutoCAD SHX Text N/A

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GREEN

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AutoCAD SHX Text (1)

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WM-1

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WATER MAIN

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POLYVINYL CHLORIDE

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PVC

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AutoCAD SHX Text 15291

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text N/A

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BLUE

AutoCAD SHX Text (A)

AutoCAD SHX Text (1)

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WM-2

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WATER MAIN

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HIGH DENSITY POLYETHYLENE

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HDPE

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AutoCAD SHX Text 15146

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text N/A

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BLUE

AutoCAD SHX Text (A)

AutoCAD SHX Text (1)

POTENTIAL UTILITY CONFLICT

8 7 6 5 4 3 2 1

8657 BAYPINE ROAD, BLDG. 5, SUITE 300 JACKSONVILLE, FLORIDA 32256 / (904) 744-5401

730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821

SOUTH 301 W - WATER AND WASTEWATER

PIPELINES SURVEY LEGEND AND NOTES

SURVEYOR'S NOTES:

SURVEYOR'S LEGEND

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LTR.

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DATE

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REVISIONS

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APPRD.

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AutoCAD SHX Text Jones Edmunds

AutoCAD SHX Text c

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DESIGNED

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DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text SAVED: 9/29/2023 2:52 PM SSIMS Y:\26110-CITY OF ZEPHYRHILLS\PROJECTS\051-01 SOUTH 301 W-WW PIPELINES\DESIGN&CONSTRUCTION\CAD\DWGS\GENERAL\2611005101-G05.DWG

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DATE:

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NOV. 2023

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PROJECT NO:

AutoCAD SHX Text 26110-051-01

AutoCAD SHX Text

DWG NO:

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INDEX NO:

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S SIMS

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K FRASER

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D PLAVCAN

AutoCAD SHX Text PLOTTED: 11/8/2023 10:57:18 AM KEYLA VIRGILIO, EI11/8/2023 10:57:18 AM KEYLA VIRGILIO, EI KEYLA VIRGILIO, EIKEYLA VIRGILIO, EI

AutoCAD SHX Text G5

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1. USE OF THIS SURVEY FOR PURPOSES OTHER THAN INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE USE OF THIS SURVEY FOR PURPOSES OTHER THAN INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE USER'S SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR.

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 Jun 27, 2025.