FINAL_Water_Plans,_Olive_Road_PHI,_2026-3-27.pdf

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UTILITIES AUTHORITY

EMERALD COAST

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No.

INDEX OF SHEETS

DESCRIPTION

TITLE SHEET

A. ECUA Engineering Manual Incorporated by Reference

The ECUA Engineering Manual, dated December 18, 2014, along with Update #1 dated

September 1, 2016 (hereinafter "Manual"), located at www.ecua.fl.gov, is hereby incorporated by reference into this Project's official contract documents as if fully set forth therein. It is the Contractor's responsibility to be knowledgeable of the Manual's contents and to construct the Project in accordance with the Manual. The Contractor shall provide its employees access to the Manual at all times, via Project site or office, via digital or paper format. In the event of a conflict between the Manual and the Plans, Contractor shall consult Engineer of Record on the appropriate resolution.

B. Additional Documents (to be completed by the Engineer of Record)

Does this Project have additional technical specifications or construction details that supercede the Manual listed above? __ Yes __ No . If yes, Contractor shall construct

Project in accordance with said documents as listed and located below:

Document Name Specifi-cation

Document Type

Detail

Location

Plans Project

Manual*

*Project Manuals used only with ECUA CIP Projects

C. Engineer of Record Responsibilities

The Engineers of Record (EORs) that have affixed their seals and signatures on these plans warrant their portion of the plans have been designed in accordance with the

Manual (unless otherwise directed by the ECUA Project Engineer). The EORs shall be knowledgeable of the Manual's contents and shall assume responsibility for its use on the Project.

GENERAL NOTES

LARRY WILLIAMS

KEVIN STEPHENS

J. BRUCE WOODY, P.E.

EXECUTIVE DIRECTOR

(VICE-CHAIRMAN)

VICKI CAMPBELL

DISTRICT 5 -

DISTRICT 4 -

DISTRICT 1 -

DISTRICT 3 -

DISTRICT 2 -

DALE PERKINS

BOARD MEMBERS

LOIS BENSON

MAIN RELOCATION

OLIVE ROAD WATER

WITH RULE 61G15-23.004, F.A.C.

RESPONSIBLE FOR THE ABOVE SHEETS IN ACCORDANCE

THE NAMED PROFESSIONAL ENGINEER SHALL BE

SUPPLEMENTAL SPECS

TYP. DETAILS

X

X X

X X

Thomas Brymer, PE 90078

Project No. 1122600 - TASK 4

Certificate of Authorization No. 4641

DETAIL D-1 X X

PLAN SHEET - STA. 233+00 TO STA. 243+40

U-00

U-01

U-02

U-03

U-04

U-05

U-06

U-07

U-08

PLAN SHEET - STA. 191+80 TO STA. 201+80

PLAN SHEET - STA. 201+80 TO STA. 212+40

PLAN SHEET - STA. 212+40 TO STA. 222+60

PLAN SHEET - STA. 222+60 TO STA. 233+00

U-00

(CHAIRMAN)

PROJECT MAP & SUMMARY OF QUANTITIES

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

H T

ADIROLF

3/27/2026

PLAN SHEET - STA. 243+40 TO STA. 245+80 & STANDARD DETAILS

Gulf Breeze, FL 32561

Suite B

215 Fairpoint Dr.

03/27/2026

This document has been digitally signed and sealed by Thomas Brymer, P.E., M.S. (FL PE No. 90078) on 3/27/2026. The digital signature must be verified on any electronic copies.

GENERAL NOTES:

PUBLIC RIGHTS OF WAY NOTES:

PROJECT SAFETY NOTES:

G E

N E R

A L

N

O T E S

EDGES TO REMAIN.

ALL PAVEMENT CUTS SHALL BE SAW CUT. THE CONTRACTOR SHALL PROTECT EXISTING 6.

AND/OR FDOT.

WITHOUT ADEQUATE NOTICE GIVEN AND PRIOR APPROVAL BY ESCAMBIA COUNTY

EDITION. NO ROADWAYS SHALL BE CLOSED OR LANE CLOSURES WILL BE ALLOWED

AND THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST

CONFORM TO THE FDOT ROADWAY AND TRAFFIC STANDARD PLANS, LATEST EDITION;

ADVANCE BEFORE WORK COMMENCES ON THEIR RIGHT-OF-WAY. ALL WORK SHALL

DISRUPTION. ESCAMBIA COUNTY AND FDOT SHALL BE NOTIFIED 72 HOURS IN

DRIVEWAYS SHALL BE PROVIDED NO LATER THAN TWO (2) DAYS FROM INITIAL

COORDINATED WITH ESCAMBIA COUNTY AND FDOT. TEMPORARY ACCESS TO ALL

APPLICABLE. ROAD CLOSURES SHALL BE KEPT AS SHORT AS POSSIBLE AND SHALL BE

REQUIRED BY LOCAL, STATE AND FEDERAL CODES, RULES OR REGULATIONS AS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL AS 5.

CONSTRUCTION COMPLETION FOR PROPER DRAINAGE.

DRIVEWAYS SHALL BE GRADED AND MAINTAINED DURING AND FOLLOWING

COUNTY’S AND/OR FDOT’S REQUIREMENTS. GRADED UNPAVED ROADS AND

CURBING OR DITCHING SHALL BE REPAIRED IN ACCORDANCE WITH ESCAMBIA

THE CONTRACTOR’S EXPENSE IN ALL OTHER LOCATIONS. ALL CONCRETE DRIVEWAYS,

INCLUDED IN THE UNIT PRICES BID. PAVEMENT SHALL BE PROTECTED OR REPAIRED AT

HATCHED AREAS SHOWN ON THE PLANS. PAYMENT FOR THESE ITEMS SHALL BE

CUT AND PATCH, CONCRETE DRIVEWAYS, CURBING OR DITCHES IS LIMITED TO THE

REPLACED IN KIND AND AT THE CONTRACTOR’S EXPENSE. PAYMENT FOR PAVEMENT

PAVED SHOULDERS OR SWALES DISTURBED DURING CONSTRUCTION SHALL BE 4.

OF ALL AREAS OUTSIDE OF RIGHT OF WAY, AT HIS EXPENSE.

SHOWN. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE TO AND RESTORATION

THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THE RIGHTS-OF-WAY 3.

LATEST EDITION AS APPLICABLE.

DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS AND COMPLY WITH FDOT’S

TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION AND THE FLORIDA

UNIFORM TRAFFIC CONTROL DEVICES”PUBLISHED BY THE U.S. DEPARTMENT OF

PLAN MUST MEET THE MINIMUM REQUIREMENTS AS OUTLINED IN THE “MANUAL ON

LOCAL AGENCY HAVING JURISDICTION OVER SAID ROW FOR THEIR APPROVAL. THIS

CONTRACTOR SHALL DEVELOP AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN TO THE

PRIOR TO PERFORMING ANY WORK WITHIN ANY PUBLIC RIGHT-OF-WAY, THE 2.

RIGHT-OF-WAY.

PERMITS AND LICENSES NECESSARY TO PERFORM WORK IN THE ESCAMBIA COUNTY

IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN ALL APPROPRIATE 1.

REQUIREMENTS.

WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL SAFETY CODES, RULES OR

ASSURING THAT THE CONSTRUCTION MATERIALS AND METHODS ARE COMPLIANT

CONSTRUCTION PLANS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

AND ALL DAMAGES ARISING FROM THE CONSTRUCTION SHOWN ON THE

THE CONTRACTOR SHALL BE SOLELY LIABLE FOR THE SAFETY OF THE WORK AND ANY 9.

REGULATIONS.

THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY

BEEN PROVIDED FOR THE CONTRACTOR’S INFORMATION ONLY AND DOES NOT IMPLY

ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS

IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND 8.

ADMINISTRATION (OSHA) REGULATIONS.

CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH

THE CONTRACTOR SHALL ENSURE THAT THE METHOD OF TRENCH PROTECTION AND

ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE “TRENCH SAFETY ACT”. 7.

THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.

SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY

ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS 6.

HAZARDS WITHIN THE PROJECT LIMITS.

NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCTION PERSONNEL FROM

REMOVAL OF THE TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS

FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND

HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS” SHALL BE

OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND

THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF “THE STATE 5.

LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET BY OSHA.4.

PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL.

SHALL BE SOLELY RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING

REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE

DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY 3.

STANDARDS ACT.

ACT OF 1970, AS AMENDED, AND THE CONTRACT WORK HOURS AND SAFETY

HEALTH REGULATIONS AS SPECIFIED UNDER THE OCCUPATIONAL SAFETY AND HEALTH

CONTRACTOR SHALL COMPLY WITH ALL DEPARTMENT OF LABOR, SAFETY AND

ADEQUACY OF HIS OPERATION AND SHALL INITIATE HIS OWN SAFETY PROGRAM. THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY, EFFICIENCY, AND 2.

THE CONTRACT (NO DIRECT PAYMENT).

SHALL BE PROVIDED WITH ALL COSTS TO BE INCLUDED IN THE VARIOUS PAY ITEMS OF

COMPLY WITH THESE REGULATIONS IS THE CONTRACTOR'S RESPONSIBILITY AND

CONSTRUCTION THAT IS NECESSARY IN THE CONSTRUCTION OF THIS PROJECT TO

CONSTRUCTION PROJECTS OF THIS TYPE. ANY SAFETY MEASURES OR METHOD OF

WITH THE REQUIREMENTS OF THE SAFETY AND HEALTH REGULATIONS (OSHA) FOR

CONSTRUCTION CAN BE PERFORMED WITHIN THE AREA PROVIDED AND COMPLY

IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THE REQUIRED 1.

U-01

U-01

BE REMOVED FROM THE WORK SITE FOR NO ADDITIONAL COMPENSATION.

NOT WANTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL

DIRECT PAYMENT. ANY MATERIAL DEEMED UNSALVAGEABLE BY THE ENGINEER OR THAT IS

STORING THESE MATERIALS AS DIRECTED WILL BE BORNE BY THE CONTRACTOR WITH NO

MATERIALS AT LOCATIONS DESIGNATED BY THE ENGINEER. THE COST OF REMOVING AND

MATERIAL REMOVED FROM THE PROJECT. THE CONTRACTOR SHALL NEATLY STORE THESE

EMERALD COAST UTILITIES AUTHORITY (ECUA) SHALL RETAIN OWNERSHIP OF ALL SALVAGEABLE 12.

THE CONTRACTOR'S EXPENSE.

MOVING EQUIPMENT IN OR OUT FROM THIS STORAGE AREA SHALL BE REPLACED IN KIND AT

SIDEWALK, DRIVEWAY, ETC., DAMAGED BY THE CONTRACTOR WHEN HAULING MATERIALS OR

THE PROPERTY PRIOR TO USING THE AREA (NO DIRECT PAYMENT). ANY CURB AND GUTTER,

THE OWNER AND ENGINEER A COPY OF THE AGREEMENT BETWEEN HIM AND THE OWNER OF

MATERIALS AND EQUIPMENT OR FOR CONDUCTING HIS WORK OPERATIONS, HE SHALL FURNISH

SHOULD THE CONTRACTOR ELECT TO OBTAIN AREAS FOR THE PURPOSE OF STORING 11.

DURING THE CONSTRUCTION AND/OR GUARANTEE PERIOD AS DEFINED IN THE SPECIFICATIONS.

ADDITIONAL WORK ASSOCIATED WITH RESTORATION AND MAINTENANCE OF THE WORK AREA

ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALL NOT BE REIMBURSED FOR ANY

ROADWAYS, STREETS, AND DRIVEWAYS WHICH ARE A RESULT OF CONSTRUCTION ACTIVITY

THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY DAMAGE WHICH OCCURS TO ALL

WORK AND SITE RESTORATION SHALL BE GUARANTEED AS DEFINED IN THE SPECIFICATIONS.

BE RESPONSIBLE FOR SECURING THE WORK AREA AT ALL TIMES DURING CONSTRUCTION. ALL

PROTECT THE STABILITY OF ALL ROADS, STREETS, AND DRIVEWAYS. THE CONTRACTOR SHALL

AND/OR SANITARY SEWER MAINS SHALL BE SUBJECT TO EROSION CONTROL PREVENTION TO

RIGHT-OF-WAY OR EASEMENT AS ASSOCIATED WITH THE CONSTRUCTION OF THE NEW WATER

THE CONTRACTOR SHALL NOTE THAT ALL WORK PERFORMED WITHIN PUBLIC OR PRIVATE 10.

INCLUDED IN OTHER ITEMS OF WORK. (NO DIRECT PAYMENT)

IN THE STATE OF FLORIDA TO RESET PROPERTY MARKERS. THE COST FOR THIS WORK SHALL BE

KIND BY THE CONTRACTOR. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED

CONCRETE MONUMENTS, ETC.) DESTROYED DURING CONSTRUCTION SHALL BE REPLACED IN

AS NOTED ON THE CONSTRUCTION PLANS. ALL PROPERTY LINE MARKERS (IRON PINS,

PROJECT REQUIRED EASEMENTS SHALL BE LOCATED BY THE CONTRACTOR USING REFERENCES

REQUIRED RIGHT-OF-WAY LINES SHALL BE VERIFIED BY THE CONTRACTOR AS REQUIRED.

ALL PROPERTY AND RIGHT-OF-WAY LINE LOCATIONS SHOWN ARE APPROXIMATE. PROJECT 9.

AND/OR PIPING.

NECESSARY, IN CASE OF UNKNOWN CONFLICTS WITH EXISTING STRUCTURES, UTILITIES,

MINIMUM OF 200 FEET SO ADJUSTMENTS CAN BE MADE IN THE ALIGNMENT OF THE PIPE, IF

ADVANCE OF CONSTRUCTION. ADDITIONALLY, THE CONTRACTOR SHALL EXPLORE AHEAD A

AND/OR PIPING, THE CONTRACTOR SHALL POTHOLE FOR LOCATION, SIZE AND DEPTH IN

IN LOCATIONS WHERE CONSTRUCTION IS SHOWN CROSSING EXISTING STRUCTURES, UTILITIES 8.

CONTRACTOR.

SEWER LINE LOCATIONS AND WATER MAINS TO AVOID EXISTING UTILITIES LOCATED BY THE

REQUIRING RELOCATING. THE ENGINEER RESERVES THE RIGHT TO ADJUST REQUIRED SANITARY

SHALL NOTIFY THE APPROPRIATE UTILITY OWNER FOR THE COORDINATION OF ANY UTILITIES

1-800-432-4770 AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR

ADJUSTMENTS. FOR UTILITY LOCATION SERVICE, THE CONTRACTOR SHALL CALL

COMPENSATION FOR THIS COORDINATION, OR ANY DELAYS RESULTING FROM UTILITY

TO COORDINATE ALL UTILITY ADJUSTMENTS, AND THERE WILL BE NO ADDITIONAL

ENGINEER) AT NO EXPENSE TO THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY

CONSTRUCTION AND THEY WILL MAKE THE ADJUSTMENTS NECESSARY (IN THE OPINION OF THE

NOTIFY THE RESPECTIVE UTILITY OWNER FOR ANY LINES THAT MAY CONFLICT WITH

CONSTRUCTION WITH NO ADDITIONAL COMPENSATION. HOWEVER, THE CONTRACTOR SHALL

IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL UTILITY LINES DURING

TO DETERMINE IF THERE ARE ADDITIONAL LINES THAT ARE NOT SHOWN ON THE PLANS. ALSO, CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THE LOCATIONS SHOWN ARE CORRECT AND

EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. IT WILL BE THE 7.

CONSTRUCTION.

SHALL BE NO ADJUSTMENT OF THE CONTRACT PRICE FOR VISIBLE FEATURES AFFECTING

HIMSELF/HERSELF WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS/HER BID. THERE

AFFECTING CONSTRUCTION ARE SHOWN. THE CONTRACTOR SHALL FAMILIARIZE

GUARANTEE THAT ALL PHYSICAL FEATURES OR ABOVE AND BELOW GROUND OBSTRUCTIONS

TAKEN FROM THE BEST AVAILABLE INFORMATION AND FIELD SURVEY. THE OWNER DOES NOT

ABOVE AND BELOW GROUND FEATURES SHOWN WHICH MAY AFFECT CONSTRUCTION WERE 6.

ALL NOTES WITHIN THE PROJECT PLANS.

THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW AND COMPLY WITH 5.

FUNCTIONAL PROJECT AS IDENTIFIED ON THE PLANS.

CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR TO PROVIDE A COMPLETE AND

APPROXIMATE AND ARE INTENDED TO SHOW GENERAL INTENT OF THE WORK. THE

CONSTRUCTION NOTES ON THE PLANS AND STATIONING IDENTIFIED ARE NONSPECIFIC AND 4.

DOCUMENTS.

COMPLETE OR MAKE FUNCTIONAL CONSTRUCTION ITEMS SHOWN IN OR ON THE CONTRACT

DOCUMENTS. THIS REQUIREMENT MAY ONLY BE CONSTRUED AS A REQUIREMENT TO

PROVIDE THE REQUIRED MATERIAL OR LABOR TO MEET THE INTENT OF THE CONTRACT

SPECIFIED, DETAILED, OR SHOWN AS A CONSTRUCTION ITEM, THE CONTRACTOR SHALL

REQUIRED TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL PROJECT BUT IS NOT FULLY

COMPLETE AND FULLY FUNCTIONAL PROJECT. WHERE LABOR AND MATERIAL MAY BE

IT IS THE INTENTION OF THE OWNER THAT THE CONTRACT DOCUMENTS WILL PROVIDE A 3.

REPRESENTATIVE.

OTHERWISE APPROVED IN WRITING BY THE OWNER OR THE OWNER’S AUTHORIZED

CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH THE CONTRACT DOCUMENTS UNLESS

FOLLOW ALL REQUIREMENTS OF THESE DOCUMENTS IN THE COMPLETION OF THE WORK. ALL

AN INTEGRAL PART OF THE CONSTRUCTION. THE CONTRACTOR SHALL FULLY REVIEW AND

THE CONTRACT DOCUMENTS AND SPECIFICATIONS FOR THIS PROJECT (AVAILABLE ONLINE) ARE 2.

CONTRACT PLANS.

STANDARDS (LATEST EDITION), AND AS AMENDED IN THE PROJECT SPECIFICATIONS AND

AND BRIDGE CONSTRUCTION, FDOT ROADWAY (LATEST EDITION) AND TRAFFIC DESIGN

ACCOMMODATION MANUAL (LATEST EDITION), FDOT STANDARD SPECIFICATIONS FOR ROAD

(LATEST EDITION), THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) UTILITY

AVAILABLE ON THE ECUA WEBSITE, THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS

ENGINEERING MANUAL & TECHNICAL SPECIFICATIONS", ADOPTED SEPTEMBER, 2016,

WITH THE EMERALD COAST UTILITIES AUTHORITY (HEREIN REFERRED TO AS THE ECUA) "ECUA

ALL WATER AND SANITARY SEWER WORK ITEMS SHALL BE CONSTRUCTED IN ACCORDANCE 1.

COMPACTION AT INSERT VALVE LOCATIONS. ECUA WILL PERFORM INSERT VALVE INSTALLATION.

THE CONTRACTOR SHALL PROCURE ROMAC INSERT VALVES, TRENCH EXCAVATION, BACKFILL, AND 54.

COMPENSATION WILL BE GRANTED FOR THESE FITTINGS.

FITTINGS (IF ANY), SHALL BE INCLUDED IN THE UNIT PRICE FOR THE LF OF PIPE AND NO ADDITIONAL

HOWEVER, ANY VARIATIONS RELATED TO THE ALIGNMENT, AND SUBSEQUENT NEED FOR ADDITIONAL

ANGLED FITTINGS SHOWN AND/OR CALLED OUT ON THE PLANS ARE BASED ON DESIGN ALIGNMENT. 53.

EXISTING WATER METER TO BE REUSED.

WATER SERVICE LINE ASSEMBLIES TO INCLUDE TEE WYE, WATER LINE, APPROPRIATE METER BOX. 52.

NECESSARY APPURTENANCES. EXISTING FIRE HYDRANT TO BE RETURNED TO ECUA.

FIRE HYDRANT ASSEMBLIES INCLUDE ANCHOR TEE, GATE VALVE, FIRE HYDRANT, PIPING, AND OTHER 51.

INCLUDED WITHIN THIS PLAN SET OR NOT.

APPLICABLE ECUA STANDARD DETAILS THAT ARE PROVIDED ON ECUA'S WEBSITE WHETHER THEY ARE

PROJECT MAY NOT BE INCLUDED WITHIN THIS PLAN SET. CONTRACTOR SHALL VERIFY AND USE

ECUA MANUAL IS INCORPORATED BY REFERENCE. ALL ECUA STANDARD DETAILS APPLICABLE FOR THIS 50.

INFRASTRUCTURE.

ROADWAY AND DRAINAGE, TO MITIGATE ANY POTENTIAL CONFLICTS WITH OTHER WORK AND

CONTRACTOR SHALL COORDINATE WATER AND SEWER INSTALLATION WITH OTHER WORK, I.E. 49.

SPECIFICATIONS, AVAILABLE ON THE ECUA WEBSITE.

RECORD DRAWINGS AS SPECIFIED IN SECTION 4000 OF ECUA’S ENGINEERING MANUAL AND TECHNICAL

SHALL PROVIDE ALL REQUIRED INFORMATION, INCLUDING GPS POINTS, FOR THE COMPLETION OF

CONSTRUCTION”SET OF DRAWINGS TO BE USED FOR THIS PURPOSE. ADDITIONALLY, THE CONTRACTOR

LOCATIONS AND VALVE REFERENCES. THE ENGINEER WILL FURNISH THE CONTRACTOR AN “ISSUED FOR

AND SUBMIT TO THE ENGINEER A COMPLETE SET OF “AS-BUILT” PLANS SHOWING ACTUAL QUANTITIES, PROGRESSES. FOLLOWING FINAL ACCEPTANCE OF THIS PROJECT, THE CONTRACTOR SHALL PREPARE

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AN “AS-BUILT” SET OF PLANS AS THE PROJECT 48.

ROADBED.

THE CARRIER PIPE TO BE REMOVED SUBSEQUENTLY WITHOUT DISTURBING THE CASING OR THE

THE INSIDE DIAMETER OF THE CASING PIPE SHALL BE SUCH AS TO ALLOW FOR RESTRAINTS AND ALLOW 47.

ALL JOINT WELDS SHALL BE FULL PENETRATION.

ALL CASING PIPE JOINTS SHALL BE WELDED IN ACCORDANCE WITH AISC SPECIFICATIONS, SECTION 1-7-2. 46.

ITEM FOR PIPING.

EXISTING WATER MAIN, FORCE MAIN, OR SANITARY SEWER SHALL BE INCLUDED IN THE UNIT PRICE BID

THE SLEEVE FITTING AND THE RESTRAINT GLANDS REQUIRED TO PERFORM THE CONNECTION TO THE 45.

COLLARS SHALL BE CIRCULAR PRECAST MEMBERS WITH A MINIMUM ANNULAR COVER OF 6 INCHES.

ALL VALVE BOXES SHALL BE SET FLUSH IN A CONCRETE COLLAR TO FINISHED GRADE. ALL CONCRETE 44.

RESTRAINT CHART, ECUA CONSTRUCTION DETAIL D-62, WITH THE APPROPRIATE RESTRAINT GLAND.

EACH FITTING ON THE PROPOSED WATER MAIN OR FORCE MAIN IS TO BE RESTRAINED PER THE THRUST 43.

SHALL BE AT THE CONTRACTORS EXPENSE.

SHORTER PIPE LENGTHS WHERE RESTRAINED JOINTS ARE REQUIRED THE ADDITIONAL R.J. RESTRAINTS

THRUST CALCULATIONS ASSUME 20 FEET PIPE LENGTHS. WHEN THE CONTRACTOR ELECTS TO USE 42.

WATER SERVICE WILL NOT BE INTERRUPTED.

CONTRACTOR SHALL PLAN AND EXECUTE HIS WORK SO THAT SANITARY SEWER, FORCE MAIN, OR

CONNECT TO EXISTING SANITARY SEWER, FORCE MAIN, WATER MAINS, OR MANHOLES, THE

WHERE THE PLANS REQUIRE THE PROPOSED SANITARY SEWER, FORCE MAIN, OR WATER MAINS TO 41.

AND AUTHORIZATION OF AN AUTHORIZED EMPLOYEE OF THE OWNER.

AT NO TIME SHALL A VALVE OF THE EXISTING WATER SYSTEM BE OPERATED WITHOUT THE PRESENCE 40.

CONNECTIONS. A REPRESENTATIVE OF ECUA SHALL WITNESS ALL CONNECTIONS.

THE CONTRACTOR SHALL PROVIDE 72 HOURS NOTICE TO ECUA AT (850) 476-5110 PRIOR TO MAKING

CONNECTIONS TO THE EXISTING WATER AND SEWER FACILITIES SHALL BE COORDINATED WITH ECUA. 39.

CONTRACTOR.

EXPOSED IN AN OPEN TRENCH PROVIDED ADEQUATE SAFETY BARRICADES ARE INSTALLED BY THE

PIPE SHALL BE PLUGGED AT THE CLOSE OF EACH DAY'S WORK. THE TERMINAL JOINT MAY BE LEFT

SHALL BE LEFT OPEN OVERNIGHT OR WHILE PIPE INSTALLATION IS NOT IN PROGRESS. THE ENDS OF ALL

THE CONTRACTOR SHALL BACKFILL ALL TRENCHES AT THE END OF EACH DAY'S WORK. NO TRENCH 38.

LOWER, EXCEPT WHERE NOTED ON THE PLANS.

MINIMUM OF 36 INCHES BELOW THE EXISTING OR PROPOSED INVERT OF THE DITCH, WHICHEVER IS

THE NEW PIPELINE CROSSES EXISTING OR PROPOSED DITCHES, THE TOP OF THE PIPE SHALL BE A

SHALL BE INCREASED AND THE NEW LINE LAID BELOW THE EXISTING OR PROPOSED PIPELINES. WHERE

PROPOSED UNDERGROUND LINES AT THE APPROXIMATE SAME DEPTH AS THE NEW LINE THE COVER

ON THE PLANS. AT STREET INTERSECTIONS OR WHERE THE NEW PIPELINE CROSSES EXISTING OR

THAN 16 INCHES SHALL HAVE A MINIMUM COVER OF 30 INCHES, EXCEPT WHERE OTHERWISE NOTED

ALL PIPES 16 INCHES AND LARGER SHALL HAVE MINIMUM COVER OF 48 INCHES, AND PIPES SMALLER 37.

HORIZONTALLY OF THE SEWER LINE.

SHALL BE MAINTAINED FOR THAT PORTION OF THE WATER MAIN LOCATED WITHIN SIX (6) FEET

WATER MAIN IS 18 INCHES ABOVE THE TOP OF THE SANITARY SEWERS. THIS VERTICAL SEPARATION

SEWER TRUNK LINES, THE SEWER MAIN SHALL BE LAID AT SUCH ELEVATION THAT THE BOTTOM OF THE

MAINS AND SANITARY SEWER LINES. IN LOCATIONS WHERE WATER MAINS MUST CROSS SANITARY

A MINIMUM HORIZONTAL DISTANCE OF SIX (6) FEET SHALL BE MAINTAINED BETWEEN ALL WATER 36.

CROSSING.

THE PIPE MATERIAL SHALL BE DUCTILE IRON AND THE PIPE CENTERED BETWEEN JOINTS AT THE

WHERE THE WATER MAIN OR THE SANITARY SEWER/FORCE MAIN CROSS UNDER THE STORM SEWER, 35.

UNDER THE SANITARY SEWER, THE WATER MAIN SHALL BE STEEL ENCASED.

SEWER/FORCE MAIN. WHEN THE EXISTING CONDITIONS REQUIRE THE WATER MAIN TO BE INSTALLED

ALL EFFORT SHALL BE MADE FOR THE WATER MAIN TO BE INSTALLED ABOVE THE SANITARY 34.

WITH AWWA STANDARDS.

ADVANCE OF PRESSURE AND LEAKAGE TESTS. PRESSURE TESTS SHALL BE PERFORMED IN ACCORDANCE

SPECIFICATIONS. THE ECUA ENGINEER AND INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN

GOVERNING AGENCIES IN ADDITION TO THE TESTING REQUIREMENTS OUTLINED IN THE TECHNICAL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND COMPLY WITH TESTING REQUIRED BY THE LOCAL 33.

PER SPECIFICATIONS.

UTILITIES. ECUA MAY REQUIRE THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION

PLANS AND SPECIFICATIONS REQUIRE THAT BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL 32.

NO ADDITIONAL COST TO OWNER.

CONSTRUCTION ARISE, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMEDIATION AT

DRAWINGS TO ENSURE NO CONFLICTS. IF CONFLICTS WITH DRAINAGE OR OTHER NEW

CONTRACTOR SHALL COORDINATE UTILITY WORK WITH CIVIL/ROADWAY/DRAINAGE 55.

PLAN SET.

ALL PIPE INSTALLATION SHALL BE OPEN CUT UNLESS SPECIFICALLY NOTED OTHERWISE IN THE 31.

CONFORM TO FLORIDA STATUTE CHAPTER 556 AND THE SUNSHINE STATE ONE-CALL FLORIDA.

THE INVOLVED UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT. THE CONTRACTOR SHALL

PROVIDERS DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED BY

PROPOSED CONSTRUCTION AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY

REPRESENTATIVE UTILITY PROVIDERS SHALL RELOCATE UTILITIES THAT INTERFERE WITH THE

UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR FIELD LOCATED. THE

UTILITY. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN CROSSING AN

RELOCATION, DISRUPTION OF SERVICE OR CLARIFICATION OF ACTIVITY REGARDING SAID

NOTIFYING THE INVOLVED UTILITY PROVIDERS TO MAKE ANY NECESSARY ARRANGEMENTS FOR

LOCATION, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING SIZE, TYPE, 30.

ORDER THAT SUCH ITEMS MAY BE PROPERLY SUPPORTED, PROTECTED, OR LOCATED.

INCIDENTAL STRUCTURES CONNECTED THEREWITH THAT ARE ENCOUNTERED IN THE WORK IN

WIRES, CABLES, CONDUITS, POLES, GUYS, OR OTHER SIMILAR FACILITIES, INCLUDING

ELECTRICAL, TELEPHONE, AND INTERNET FACILITIES SUCH AS PAVEMENT, TRACKS, PIPING,

AND CORPORATIONS OWNING OR CONTROLLING ROADWAYS, RAILWAYS, WATER, SEWER, GAS,

GOVERNMENTAL DEPARTMENTS, PUBLIC UTILITIES, PUBLIC CARRIERS, SERVICE COMPANIES,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY ARRANGEMENTS WITH 29.

FDEP DISCHARGE PERMIT IF REQUIRED.

EXPENSE, MAY PROVIDE TESTING OF GROUNDWATER PER FDEP GUIDELINES AND ACQUIRE A

THE ONLY ALLOWABLE MEANS OF DISPOSAL. ALTERNATIVELY, THE CONTRACTOR, AT HIS

MAINTAINED ON SITE. PERCOLATION THROUGH TEMPORARY PONDS OR EVAPORATION ARE

ALL DISCHARGE FROM ANY REQUIRED DE-WATERING OPERATIONS SHALL BE RESTRICTED AND 28.

REGULATORY AUTHORITIES.

THE CONTRACTOR SHALL COMPLY FULLY WITH ALL PERMIT REQUIREMENTS BY THE 27.

AND THE ENGINEER.

VIDEO. THE CONTRACTOR SHALL PROVIDE AN ELECTRONIC COPY OF THE VIDEO TO THE OWNER

DOCUMENT THE EXISTING CONDITIONS WITHIN THE ROW THROUGH THE USE OF DIGITAL

PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES IN ANY AREA THE CONTRACTOR SHALL 26.

MAY INCLUDE INSTALLATION OF SIGNS, FENCING OR POSTING OF SECURITY GUARDS.

ON SITE ARE SAFE AND SECURE FROM UNAUTHORIZED ACCESS OR USE. SUCH PRECAUTIONS

PRECAUTIONS TO ENSURE THAT ALL COMPLETED WORK, MATERIALS AND EQUIPMENT STORED

IT IS THE CONTRACTOR’S RESPONSIBILITY TO TAKE ALL REASONABLE AND PRUDENT 25.

PROVIDE PROPER FACILITIES FOR SUCH ACCESS AND INSPECTIONS.

WHEREVER AND WHENEVER IT IS IN PREPARATION OF PROGRESS. THE CONTRACTOR SHALL

AGENCIES HAVING JURISDICTION, SHALL AT ALL TIMES HAVE ACCESS TO THE WORK SITE

THE OWNER, OWNER’S REPRESENTATIVE, AND INSPECTORS OF APPLICABLE GOVERNMENT 24.

UNLESS THE CONTRACTOR IS DIRECTED TO LEAVE THE SHEETING IN PLACE.

UTILITIES, AND OTHER FACILITIES. THERE SHALL BE NO ADDITIONAL COST TO THE OWNER

MINIMIZE THE SIZE OF THE EXCAVATIONS AND THE PROJECT ADJACENT EXISTING ROADWAYS,

IF NECESSARY, THE CONTRACTOR SHALL USE TEMPORARY SHEETING OR TRENCH BOXES TO 23.

ADJUSTMENT WILL BE MADE TO THE OTHER BID ITEM PRICES DUE TO THESE REVISIONS.

THE OWNER RESERVES THE RIGHT TO DELETE ANY BID ITEM OR ITEM OF WORK. NO 22.

WITHOUT THE PRIOR APPROVAL FROM ECUA.

NO DEVIATIONS OR REVISIONS FROM THE PLANS BY THE CONTRACTOR SHALL BE ALLOWED 21.

REPRODUCED BY OTHERS.

THE OWNER AND VOLKERT CANNOT VERIFY OR BE RESPONSIBLE FOR THE ACCURACY OF PLANS

ALTERED BY REPRODUCTION BY THE INDIVIDUALS OTHER THAN THE OWNER OR VOLKERT, INC.

FURNISHED BY THE OWNER ARE ACCEPTABLE. PLAN CONTENT, SCALE, AND LEGIBILITY MAY BE

ONLY PLANS ISSUED BY THE OWNER AND BIDS SUBMITTED UPON THE STANDARD FORM 20.

CONTRACT PAY ITEMS.

WITH NO DIRECT PAYMENT. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE VARIOUS

OF ANY FILL OR DEBRIS FROM HIS CONSTRUCTION OPERATIONS TO THE EXISTING FLOW LINE

ANY EXISTING CULVERT OR PIPE IN THE CONSTRUCTION AREA TO REMAIN SHALL BE CLEARED 19.

CONTRACTOR'S EXPENSE.

TO THESE BUILDINGS BY THE CONTRACTOR'S OPERATIONS SHALL BE REMEDIED AT THE

EXCEPT THOSE NOTED ON THE PLANS TO BE REMOVED, SHALL BE LEFT IN PLACE. ANY DAMAGE

ALL EXISTING BUILDINGS LOCATED WITHIN THE TEMPORARY OR PERMANENT EASEMENTS, 18.

ROW.

NOTE APPLIES TO ALL LANDSCAPE TREES AND SHRUBS, EXCEPT THOSE LOCATED IN THE COUNTY

LANDSCAPE SHRUBS OR TREES EQUAL TO OR BETTER THAN EXISTING IN SIZE AND NATURE. THIS

SHRUBS OR TREES CANNOT BE REPLANTED, THE CONTRACTOR SHALL PROVIDE NEW

TREES REMOVED SHALL BE REPLANTED AFTER CONSTRUCTION, IF POSSIBLE. IF LANDSCAPE

ABSOLUTELY NECESSARY FOR THE CONSTRUCTION OF THIS WORK. LANDSCAPE SHRUBS AND

THE CONTRACTOR SHALL TAKE EXTREME CARE TO REMOVE ONLY TREES AND VEGETATION 17.

DRAINS, ETC. THAT ARE LOCATED WITHIN THE ROW LINE AND IN THE PATH OF CONSTRUCTION.

(HOMEOWNER) OWNED UNDERGROUND UTILITIES SUCH AS SPRINKLER SYSTEMS, UNDER

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT FOR PRIVATELY 16.

BY CONSTRUCTION ACTIVITIES. FOR COUNTY ROW, LANDSCAPING IS NOT REPLACED.

RETAINING WALLS, SOD, LANDSCAPING, ETC. THAT ARE DISTURBED, DAMAGED OR DESTROYED

REPAIRING TO ORIGINAL CONDITION: MAILBOXES, DRIVEWAYS, DRIVEWAY CULVERTS,

CONTRACTOR AT HIS EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING IN KIND OR

ANYONE FROM WHOM THE CONTRACTOR IS RESPONSIBLE ARE TO BE REPLACED BY THE

DESIGNATED FOR REMOVAL BUT ARE DAMAGED OR DESTROYED BY THE CONTRACTOR OR BY

ROADS, SIDEWALKS, SIGNS OR ANY OTHER EXISTING OBJECTS OR STRUCTURES WHICH ARE NOT

ALL EXISTING FENCES, STORM DRAINS, PROPERTY CORNERS, SURVEY MONUMENTS, PAVEMENT, 15.

OF CONSTRUCTION.

CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES AND RESIDENCES DURING ALL PHASES 14.

CONTRACTOR SHALL PAY STANDARD FEES FOR DISPOSAL UNLESS NOTED OTHERWISE.

COLLECTION SERVICES FOR DISPOSAL OF ALL CONSTRUCTION AND DEMOLITION WASTE. THE

FOR THE WATER AND SEWER WORK THE CONTRACTOR SHALL UTILIZE ECUA SOLID WASTE

IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

NOT LIMITED TO THE REMOVAL OF EXISTING PAVEMENT, CURB AND GUTTER, AND SIDEWALK)

THE CONTRACTOR SHALL DISPOSE OF ALL WASTE AND UNSUITABLE MATERIAL (INCLUDING BUT 13.

D E

S C

R I P

T I O

N B

Y

R E

V I S I O

N S

D A

T E

N O

PROJECT NO.:

DRAWING. NO.:

SHEET NO.:

DRAWN:

CHECKED:

DATE:

JJB TGB

JJB

CHECKED:

DESIGNED:

S H

E E T N

A M

E

P R

O

JE

C T N

A M

E

TGB

NO.:

PROJECT

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

O L

IV

E

R

D

W A

T E R

M A

IN

L O

C A

T

IO

N

Thomas Brymer P.E. No. 90078

Certificate of Authorization No. 4641

GULF BREEZE, FLORIDA 32561

215 Fairpoint Dr., Suite B

1122600 TASK 4

1122600 TASK 4

03/27/2026

SHEET U-03

SHEET U-04

SHEET U-05 SHEET U-06 SHEET U-07

U-02

U-02

0 250 500250 1000 FT.

SUMMARY OF QUANTITIES - WATER MAIN

S U

M M

A

Y

O F

Q U

A N

T

IT

IE

S

P R

O J E C

P

SHEET U-08

D E

S C

R I P

T I O

N B

Y

R E

V I S I O

N S

D A

T E

N O

PROJECT NO.:

DRAWING. NO.:

SHEET NO.:

DRAWN:

CHECKED:

DATE:

JJB TGB

JJB

CHECKED:

DESIGNED:

S H

E E T N

A M

E

P R

O

JE

C T N

A M

E

TGB

NO.:

PROJECT

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

O L

IV

E

R

D

W A

T

L O

C A

T

IO

N

Thomas Brymer P.E. No. 90078

Certificate of Authorization No. 4641

GULF BREEZE, FLORIDA 32561

215 Fairpoint Dr., Suite B

1122600 TASK 4

1122600 TASK 4

182 183 184

WATER

WATER

WATERWATERWATERWATER

WATER

HYDRANTS

AND PROPOSED FIRE

AROUND EXISTING

500' RADIUS

GASGAS

0 10 2010 40 FT.

E. OLIVE RD.

S T

A

S

A

P L

N

E

E T

H

IS

S

H E E T

M A

T C

H L

IN

E S

T A

S E E T

H

IS

S

H E E T

M A

T C

H L

IN

E S

T A . 1

U-03

U-03

0 10 2010 40 FT.

M A

T C

H L

IN

E S

T A . 1

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A

D E

S C

R I P

T I O

N B

Y

R E

V I S I O

N S

D A

T E

N O

PROJECT NO.:

DRAWING. NO.:

SHEET NO.:

DRAWN:

CHECKED:

DATE:

JJB TGB

JJB

CHECKED:

DESIGNED:

S H

E E T N

A M

E

P R

O

JE

C T N

A M

E

TGB

NO.:

PROJECT

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

O L

IV

E

R

D

W A

T

L O

C A

T

IO

N

Thomas Brymer P.E. No. 90078

Certificate of Authorization No. 4641

GULF BREEZE, FLORIDA 32561

215 Fairpoint Dr., Suite B

1122600 TASK 4

1122600 TASK 4

192 193 194 195 196

WM-03

WM-03 E: 1104907.79

N: 559967.41 WM-03 TO WM-04

295 LF - 8" PVC C900 DR25 WM

SEWER VALVE RESET

PROTECT 6" FM

EXPOSE AND

EXISTING 6" FM

EXPOSE AND PROTECT

REQ'D 8" PVC WM

EXISTING 6" FM

EXPOSE AND PROTECT

EXISTING 6" FM

EXPOSE AND PROTECT

WM-04

WM-05

REUSED (SEE NOTE 4)

1" WATER METER TO BE

EXISTING 6" FM

EXPOSE AND PROTECT FH TO BE REMOVED

PVC WM

REQ'D 8"

EXISTING 6" FM

EXPOSE AND PROTECT

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

BE ABANDONED

EXISTING 8" WM TO

WM-04 E: 1105824.74

N: 559893.52

WM-04 TO WM-05

16 LF - 8" PVC C900 DR25 WM

2 - 8" DI RETAINER GLAND

1 - 8" 45° DI MJ FITTING

WM-05 E: 1105824.68

N: 559881.86

2 - 8" DI RETAINER GLAND

1 - 8" 45° DI MJ FITTING

WM-06

110 LF - 8" DI C151 CL. 50 WM

429 LF - 8" PVC C900 DR25 WM

TOWM-05

EXISTING 6" FM

EXPOSE AND PROTECT

WM-01

WM-02

W/ ASSEMBLY

NEW 6" DI FH

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

BE ABANDONED

EXISTING 8" WM TO

WM-01 E: 1105291.18

N: 559923.13

WM-02 E: 1105303.22

N: 559933.35

WM-01 TO WM-02

16 LF - 8" PVC C900 DR25 WM

WM-02 TO WM-03

224 LF - 8" PVC C900 DR25 WM

ACROSS ROADWAY

REQ'D 8" DI WM

PVC WM

REQ'D 6"

3 - 8" DI RETAINER GLAND

1 - 8" 45° DI MJ FITTING

1 - 8" DI CAP

4 - 8" DI RETAINER GLAND

1 - 8" 45° DI MJ FITTING

1 - 8" MJ GATE VALVE W/ BOX

11 LF - 6" PVC C900 DR25 WM

4 - 8" DI RETAINER GLAND

8 - 6" DI RETAINER GLAND

1 - 6" DI CAP

2 - 6" 45° DI MJ FITTING

1 - 6" MJ GATE VALVE W/ BOX

1 - 8" MJ GATE VALVE W/ BOX

1 - 8"x6" DI MJ TEE

WATER MAIN AND MANHOLES.

7. 3' MIN. SEPARATION TO BE MAINTAINED BETWEEN

STANDARDS D-52, D-62, D-63, AND D-64.

RJ OR THRUST BLOCKERS IN ACCORDANCE W/ ECUA

6. ALL FITTINGS AND VALVES SHALL BE INSTALLED WITH

PERFORMED USING HYMAX SLEEVES.

5. ALL CONNECTIONS TO EX. CA PIPE SHALL BE

BE REUSED.

SERVICE LINES AND ASSEMBLIES. WATER METER SHALL

4. CONTRACTOR SHALL INSTALL ALL NEW WATER

BACKFILL, AND COMPACTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION,

3. ECUA WILL INSTALL ALL INSERTA VALVES BUT

WITH MJ SLEEVE.

OUTSIDE OF ROADWAY. IF NONE, TRANSITION TO PVC

DUCTILE IRON TO NEAREST FITTING OR APPURTENANCE

2. ALL ROAD CROSSINGS SHALL BE DUCTILE IRON. CARRY

ENGINEERING MANUAL.

WITH THE MOST RECENT EDITION OF ECUA'S

1. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE

NOTES:

TEE

X X X X X X X X X X X X X X X X X X X

X

X

45°

TJB

EJB

WATER

WATER

SAN

SAN

CONSTRUCTION

WARNING: GAS MAIN IN AREAS OF

AB-194

197 198 199 200

45°

X X X X X X X X X X X X X X X X X X X X X X

TP

TJB

WATER

WATER

WATER

WATER

WATER

TEL

TEL

B-14

B-13

GAS

0 10 2010 40 FT.

S E E T

H

IS

S

H E E T

M A

T C

H L

IN

E S

T A . 2

S E E T

H

IS

S

H E E T

M A

T C

H L I N

E S

T A

0 10 2010 40 FT.

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A . 2

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A

U-04

U-04

E. OLIVE RD.

C O

D Y L

N C

O D

Y L

N

E. OLIVE RD.

H E

IR

L O

O M D

R

S T

O N

E B

R O

O K D

R

H E

IR

L O

O M D

R

S T

A

A

P L

E E T

AND MANHOLES.

MAINTAINED BETWEEN WATER MAIN

7. 3' MIN. SEPARATION TO BE

D-62, D-63, AND D-64.

IN ACCORDANCE W/ ECUA STDS D-52,

INSTALLED WITH RJ OR THRUST BLOCKS

6. ALL FITTINGS AND VALVES SHALL BE

SLEEVES.

SHALL BE PERFORMED USING HYMAX

5. ALL CONNECTIONS TO EX. CA PIPE

REUSED.

ASSEMBLIES. WATER METER SHALL BE

NEW WATER SERVICE LINES AND

4. CONTRACTOR SHALL INSTALL ALL

BACKFILL, AND COMPACTION.

RESPONSIBLE FOR EXCAVATION,

VALVES BUT CONTRACTOR SHALL BE

3. ECUA WILL INSTALL ALL INSERTA

TRANSITION TO PVC WITH MJ SLEEVE.

OUTSIDE OF ROADWAY. IF NONE,

NEAREST FITTING OR APPURTENANCE

DUCTILE IRON. CARRY DUCTILE IRON TO

2. ALL ROAD CROSSINGS SHALL BE

ENGINEERING MANUAL.

RECENT EDITION OF ECUA'S

IN ACCORDANCE WITH THE MOST

1. ALL WORK SHALL BE CONSTRUCTED

NOTES:

D E

S C

R I P

T I O

N B

Y

R E

V I S I O

N S

D A

T E

N O

PROJECT NO.:

DRAWING. NO.:

SHEET NO.:

DRAWN:

CHECKED:

DATE:

JJB TGB

JJB

CHECKED:

DESIGNED:

S H

E E T N

A M

E

P R

O

JE

C T N

A M

E

TGB

NO.:

PROJECT

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

O L

IV

E

R

D

W A

T

L O

C A

T

IO

N

Thomas Brymer P.E. No. 90078

Certificate of Authorization No. 4641

GULF BREEZE, FLORIDA 32561

215 Fairpoint Dr., Suite B

1122600 TASK 4

1122600 TASK 4

WM-06

WM-10

WM-07

WM-08

WM-11

WM-12

WM-08 E: 1106403.99

N: 559855.36

WM-09 E: 1106405.21

N: 559870.89

WM-11 E: 1106670.55

N: 559839.37

WM-11 TO WM-12

65 LF - 8" DI C151 CL. 50 WM

EXISTING 6" FM

EXPOSE AND PROTECT

MAIN VALVE

RESET FORCE

ADJUSTED IN FIELD

EXISTING 6" FM TO BE

EXISTING

CONNECT TO

BE ABANDONED

EXISTING WM TO

REUSED (SEE NOTE 4)

1" WATER METER TO BE

WM-06 E: 1106367.30

N: 559856.29

ACROSS ROADWAY

REQ'D 8" DI WM

WM-06 TO WM-07

68 LF - 6" DI C151 CL. 50 WM

WM-07 E: 1106352.95

N: 559777.14

WM-06 TO WM-08

32 LF - 8" DI C151 CL. 50 WM

WM-09

WM-08 TO WM-09

12 LF - 8" PVC C900 DR25 WM

2 - 8" DI RETAINER GLAND

1 - 8" 45° DI MJ FITTING

WM-09 TO WM-10

47 LF - 8" PVC C900 DR25 WM

WM-10 E: 1106373.56

N: 559904.46

WM-08 TO WM-11

276 LF - 8" PVC C900 DR25 WM

WM-12 E: 1106665.01

N: 559769.69

REQ'D 8" PVC WM

WM-11 TO WM-13

69 LF - 8" DI C151 CL. 50 WM

WM-13

WM-14 EXISTING

CONNECT TO

WM-15

WM-16

WM-17

WM-18

EXISTING 6" FM

EXPOSE AND PROTECT

EXISTING 8" GRAVITY MAIN

EXPOSE AND PROTECT

EXISTING

CONNECT TO

EXISTING

CONNECT TO

PVC WM

REQ'D 8"

BE ABANDONED

EXISTING WM TO

TO BE ABANDONED

EXISTING 8" WM

REMOVED

FH TO BE REUSED (SEE NOTE 4)

2" WATER METER TO BE

PVC WM

REQ'D 8"

EXISTING

CONNECT TO

ACROSS ROADWAY

REQ'D 8" DI WM

WM-13 TO WM-15

WM-15 E: 1107066.60

N: 559822.50

WM-17 E: 1107064.40

N: 559773.75

WM-17 TO WM-18

WM-18 E: 1107037.37

N: 559749.03

2 - 8" DI RETAINER GLAND

1 - 8" 45° DI MJ FITTING

88 LF - 8" DI C151 CL. 50 WM

261 LF - 8" PVC C900 DR25 WM

WM-13 E: 1106743.98

N: 559834.51

WM-13 TO WM-14 WM-14 E: 1106744.85

N: 559843.73

5 LF - 6" DI C151 CL. 50 WM

5 LF - 6" DI C151 CL. 50 WM

6 LF - 8" DI C151 CL. 50 WM

3 - 6" DI RETAINER GLAND

4 - 8" DI RETAINER GLAND

1 - 6" MJ GATE VALVE W/ BOX

1 - 8" MJ GATE VALVE W/ BOX

1 - 8" x 6" DI MJ TEE

WM-15 TO WM-16

9 LF - 8" PVC C900 DR25 WM

WM-16 E: 1107057.77

N: 559846.04

WM-15 TO WM-17

44 LF - 8" DI C151 CL. 50 WM

37 LF - 8" PVC C900 DR25 WM

WM-15 TO WM-19

178 LF - 8" DI C151 CL. 50 WM

344 LF - 8" PVC C900 DR25 WM

16 LF - 8" DI C151 CL. 50 WM

9 - 8" DI RETAINER GLAND

3 - 8" MJ GATE VALVE W/ BOX

1 - 8" DI MJ TEE

ACROSS ROADWAY

REQ'D 8" DI WM

11 LF - 8" PVC C900 DR25 WM

7 - 8" DI RETAINER GLAND

2 - 8" MJ GATE VALVE W/ BOX

1 - 8" DI MJ TEE

DITCH BOTTOM

BETWEEN ROW AND

RELOCATED

ASSEMBLY TO BE

NEW 6" DI FH

15 LF - 8" DI C151 CL. 50 WM

10 - 8" DI RETAINER GLAND

1 - 8" DI MJ CROSS

3 - 8" MJ GATE VALVE W/ BOX

ROADWAY

WM ACROSS

REQ'D 6" DI

5 LF - 6" DI C151 CL. 50 WM

5 LF - 8" DI C151 CL. 50 WM

3 - 6" DI RETAINER GLAND

4 - 8" DI RETAINER GLAND

1 - 6" MJ GATE VALVE W/ BOX

1 - 8" MJ GATE VALVE W/ BOX

1 - 8" x 6" DI MJ TEE

ACROSS ROADWAY

REQ'D 8" DI WM

IN ROADWAY

REQ'D 6" DI WM

ACROSS ROADWAY

REQ'D 8" DI WM

12 LF - 6" DI C151 CL. 50 WM

5 - 6" DI RETAINER GLAND

1 - 6" DI MJ CAP

2 - 6" 45° DI MJ FITTING

3 - 8" DI RETAINER GLAND

1 - 8" DI MJ CAP

1 - 8" 45° DI MJ FITTING

6 LF - 8" DI C151 CL. 50 WM

5 - 8" DI RETAINER GLAND

1 - 8" DI MJ CAP

2 - 8" 45° DI MJ FITTING

11 LF - 6" DI C151 CL. 50 WM

5 - 6" DI RETAINER GLAND

1 - 6" DI MJ CAP

2 - 6" 45° DI MJ FITTING

14 LF - 8" PVC C900 DR25 WM

5 - 8" DI RETAINER GLAND

1 - 8" DI MJ CAP

2 - 8" 45° DI MJ FITTING

3 - 8" DI RETAINER GLAND

1 - 8" DI MJ CAP

1 - 8" 45° DI MJ FITTING

11.25°

TEE

TEE

X X X X

X X X X X X X

X X X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X X X X X X X X X X X X X X

TEE

X

TEE

X

TP

TP

TPTJB

TJB

TJB

TJB

EJB

WATER

WATER

WATER

WATER

WATER

WATER

WATER

TEL

SAN

N

X X X X X X X X

X X

X X X X X X X X X X X X

X

X

X

X

X

X

X X X X

X X X

X X

X X X X X X X X X X X

TP

TJB

WATER

WATER

WATER

WATER

WATER

TEL

TEL

SAN

SAN

WATER

WATER

B-16

GAS

0 10 2010 40 FT.

S E E T

H

IS

S

H E E T

M A

T C

H L

IN

E S

T A . 2

S E E T

H

IS

S

H E E T

M A

T C

H L I N

E S

T A

0 10 2010 40 FT.

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A . 2

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A

U-05

U-05

E L E

S T

R E

C H

O D

R

S T

O N

E B

R O

O K D

R

E. OLIVE RD.

IR

A D

R

S T

A

A

P L

E E T

AND MANHOLES.

MAINTAINED BETWEEN WATER MAIN

7. 3' MIN. SEPARATION TO BE

D-62, D-63, AND D-64.

IN ACCORDANCE W/ ECUA STDS D-52,

INSTALLED WITH RJ OR THRUST BLOCKS

6. ALL FITTINGS AND VALVES SHALL BE

SLEEVES.

SHALL BE PERFORMED USING HYMAX

5. ALL CONNECTIONS TO EX. CA PIPE

REUSED.

ASSEMBLIES. WATER METER SHALL BE

NEW WATER SERVICE LINES AND

4. CONTRACTOR SHALL INSTALL ALL

BACKFILL, AND COMPACTION.

RESPONSIBLE FOR EXCAVATION,

VALVES BUT CONTRACTOR SHALL BE

3. ECUA WILL INSTALL ALL INSERTA

TRANSITION TO PVC WITH MJ SLEEVE.

OUTSIDE OF ROADWAY. IF NONE,

NEAREST FITTING OR APPURTENANCE

DUCTILE IRON. CARRY DUCTILE IRON TO

2. ALL ROAD CROSSINGS SHALL BE

ENGINEERING MANUAL.

RECENT EDITION OF ECUA'S

IN ACCORDANCE WITH THE MOST

1. ALL WORK SHALL BE CONSTRUCTED

NOTES:

D E

S C

R I P

T I O

N B

Y

R E

V I S I O

N S

D A

T E

N O

PROJECT NO.:

DRAWING. NO.:

SHEET NO.:

DRAWN:

CHECKED:

DATE:

JJB TGB

JJB

CHECKED:

DESIGNED:

S H

E E T N

A M

E

P R

O

JE

C T N

A M

E

TGB

NO.:

PROJECT

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

O L

IV

E

R

D

W A

T

L O

C A

T

IO

N

Thomas Brymer P.E. No. 90078

Certificate of Authorization No. 4641

GULF BREEZE, FLORIDA 32561

215 Fairpoint Dr., Suite B

1122600 TASK 4

1122600 TASK 4

WM-19

WM-19 E: 1107592.31

N: 559792.29

WM-19 TO WM-20

55 LF - 6" DI C151 CL. 50 WM

WM-20 E: 1107592.53

N: 559727.18

WM-19 TO WM-21

EXISTING

CONNECT TO

BE ABANDONED

EXISTING 8" WM TO

REMOVED

FH TO BE

BE ABANDONED

EXISTING WM TO

WM-20

584 LF - 8" PVC C900 DR25 WM

100 LF - 8" DI C151 CL. 50 WM

TO BE RESET

WATER VALVE

ROW AND DITCH BOTTOM

RELOCATED BETWEEN

ASSEMBLY TO BE

NEW 6" DI FH

BE ABANDONED

EXISTING 8" WM TO

BE ABANDONED

EXISTING WM TO

REUSED (SEE NOTE 4)

1" WATER METER TO BE

REUSED (SEE NOTE 4)

1" WATER METER TO BE

REUSED (SEE NOTE 4)

1" WATER METER TO BEREUSED (SEE NOTE 4)

1" WATER METER TO BE

REUSED (SEE NOTE 4)

1" WATER METER TO BE

REUSED (SEE NOTE 4)

1" WATER METER TO BE

REUSED (SEE NOTE 4)

1" WATER METER TO BE

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

REUSED (SEE NOTE 4)

1" WATER METER TO BE

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

WM IN ROADWAY

REQ'D 8" DI

FIRE LINE

EXISITNG 8"

CONNECT TO

SERVICE LINE

EXISITNG 6"

CONNECT TO

ACROSS ROADWAY

REQ'D 8" DI WM

5 LF - 6" DI C151 CL. 50 WM

6 LF - 8" PVC C900 DR25 WM

3 - 6" DI RETAINER GLAND

4 - 8" DI RETAINER GLAND

1 - 8" x 6" DI MJ TEE

1 - 6" MJ GATE VALVE W/ BOX

1 - 8" MJ GATE VALVE W/ BOX

ACROSS ROADWAY

REQ'D 8" DI WM

ACROSS ROADWAY

REQ'D 6" DI WM

REQ'D 8" PVC WM

PVC WM

REQ'D 8"

AS REQUIRED

RESET WATER VALVES

TO BE RESET

WATER VALVE

9 LF - 6" DI C151 CL. 50 WM

5 - 6" DI RETAINER GLAND

1 - 6" DI MJ CAP

2 - 6" 45° DI MJ FITTING

WM-21 E: 1108279.84

N: 559763.29

4 LF - 6" DI C151 CL. 50 WM

3 - 6" DI RETAINER GLAND

2 - 8" DI RETAINER GLAND

1 - 6" MJ GATE VALVE W/ BOX

1 - 8" x 6" DI MJ TEE

WM-21 TO WM-22

61 LF - 6" DI C151 CL. 50 WM

WM-22 E: 1108278.94

N: 559698.80

1 - 6" DI RETAINER GLAND

1 - 6" DI MJ CAP

WM-21 TO WM-23

366 LF - 8" PVC C900 DR25 WM

40 LF - 8" DI C151 CL. 50 WM

WM-22

WM-21

ACROSS ROADWAY

REQ'D 6" DI WM

TEE

X X X X X X X X X X X X X X X X X

X

X

X

X X X X X X X X X X X X X X X X X

X

TJB TJB

EJB

WATER

WATER

E L E

S T

R E

C H

O D

R

222X X X X X X X X X X X X X X X X X X X X X

X X X X X

X X X X X X X X X X X X

X

TEE

WATER

WATER

WATER

WATER

WATERWATER

WATER

TP

TJB

TJB

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

TEL

TEL

TEL

TEL

B-18

0 10 2010 40 FT.

E E T

H

IS

S

H E E T

M A

T C

H L

IN

E S

T A . 2

0 10 2010 40 FT.

S E E T

H

IS

S

H E E T

M A

T C

H L

IN

E S

T A

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A . 2

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A

U-06

U-06

E. OLIVE RD.

S T

A

A

P L

E E T

AND MANHOLES.

MAINTAINED BETWEEN WATER MAIN

7. 3' MIN. SEPARATION TO BE

D-62, D-63, AND D-64.

IN ACCORDANCE W/ ECUA STDS D-52,

INSTALLED WITH RJ OR THRUST BLOCKS

6. ALL FITTINGS AND VALVES SHALL BE

SLEEVES.

SHALL BE PERFORMED USING HYMAX

5. ALL CONNECTIONS TO EX. CA PIPE

REUSED.

ASSEMBLIES. WATER METER SHALL BE

NEW WATER SERVICE LINES AND

4. CONTRACTOR SHALL INSTALL ALL

BACKFILL, AND COMPACTION.

RESPONSIBLE FOR EXCAVATION,

VALVES BUT CONTRACTOR SHALL BE

3. ECUA WILL INSTALL ALL INSERTA

TRANSITION TO PVC WITH MJ SLEEVE.

OUTSIDE OF ROADWAY. IF NONE,

NEAREST FITTING OR APPURTENANCE

DUCTILE IRON. CARRY DUCTILE IRON TO

2. ALL ROAD CROSSINGS SHALL BE

ENGINEERING MANUAL.

RECENT EDITION OF ECUA'S

IN ACCORDANCE WITH THE MOST

1. ALL WORK SHALL BE CONSTRUCTED

NOTES:

D E

S C

R I P

T I O

N B

Y

R E

V I S I O

N S

D A

T E

N O

PROJECT NO.:

DRAWING. NO.:

SHEET NO.:

DRAWN:

CHECKED:

DATE:

JJB TGB

JJB

CHECKED:

DESIGNED:

S H

E E T N

A M

E

P R

O

JE

C T N

A M

E

TGB

NO.:

PROJECT

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

O L

IV

E

R

D

W A

T

L O

C A

T

IO

N

Thomas Brymer P.E. No. 90078

Certificate of Authorization No. 4641

GULF BREEZE, FLORIDA 32561

215 Fairpoint Dr., Suite B

1122600 TASK 4

1122600 TASK 4

WM-23

WM-24

WM-25

WM-23 E: 1108685.10

N: 559743.12

WM-23 TO WM-24

53 LF - 8" DI C151 CL. 50 WM

WM-24 E: 1108682.09

N: 559691.14

WM-24 TO WM-25

13 LF - 8" DI C151 CL. 50 WM

WM-25 E: 1108672.46

N: 559682.55

2 - 8" DI RETAINER GLAND

1 - 8" 45° DI MJ FITTING

EXISTING

CONNECT TO

PVC WM

REQ'D 8"

REMOVED

FH TO BE

FH ASSEMBLY

NEW 6" DI

BE ABANDONED

EXISTING 8" WM TO

(SEE NOTE 4)

TO BE REUSED

1" WATER METER (SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

REUSED (SEE NOTE 4)

1" WATER METER TO BE

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

WM-23 TO WM-26

799 LF - 8" PVC C900 DR25 WM

40 LF - 8" DI C151 CL. 50 WM

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

PVC WM

REQ'D 8"

BE ABANDONED

EXISTING WM TO

BE ABANDONED

EXISTING 8" WM TO

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

BE ABANDONED

EXISTING WM TO

ACROSS ROADWAY

REQ'D 8" DI WM

ACROSS ROADWAY

REQ'D 8" DI WM

10 LF - 8" PVC C900 DR25 WM

7 - 8" DI RETAINER GLAND

1 - 8" DI MJ TEE

2 - 8" MJ GATE VALVE W/ BOX

3 - 8" DI RETAINER GLAND

1 - 8" DI MJ CAP

1 - 8" 45° DI MJ FITTING

TEE

X X X X X X X X X

X X

X X X X X X X

X

X

X

X

X X X X X X X X X X X X X X X X X X

TP

WATER

WATER

WATER

WATER

WATER WATER

WATER

WATER

WATER

WATER WATER

WATER

R D

H

IL

L B

U

B-19

X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X

TP

TP

TJBWATER

WATER

WATER WATER

WATER

TEL

TEL

B-20

GASGASGAS

0 10 2010 40 FT.

S E E T

H

IS

S

H E E T

M A

T C

H L

IN

E S

T A . 2

S E E T

H

IS

S

H E E T

M A

T C

H L

IN

E S

T A

0 10 2010 40 FT.

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A . 2

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A

U-07

U-07

E R

N E

S T

IN

E R

D

E. OLIVE RD.

W H

IT

M

IR

E D

R

S T

A

A

P L

E E T

AND MANHOLES.

MAINTAINED BETWEEN WATER MAIN

7. 3' MIN. SEPARATION TO BE

D-62, D-63, AND D-64.

IN ACCORDANCE W/ ECUA STDS D-52,

INSTALLED WITH RJ OR THRUST BLOCKS

6. ALL FITTINGS AND VALVES SHALL BE

SLEEVES.

SHALL BE PERFORMED USING HYMAX

5. ALL CONNECTIONS TO EX. CA PIPE

REUSED.

ASSEMBLIES. WATER METER SHALL BE

NEW WATER SERVICE LINES AND

4. CONTRACTOR SHALL INSTALL ALL

BACKFILL, AND COMPACTION.

RESPONSIBLE FOR EXCAVATION,

VALVES BUT CONTRACTOR SHALL BE

3. ECUA WILL INSTALL ALL INSERTA

TRANSITION TO PVC WITH MJ SLEEVE.

OUTSIDE OF ROADWAY. IF NONE,

NEAREST FITTING OR APPURTENANCE

DUCTILE IRON. CARRY DUCTILE IRON TO

2. ALL ROAD CROSSINGS SHALL BE

ENGINEERING MANUAL.

RECENT EDITION OF ECUA'S

IN ACCORDANCE WITH THE MOST

1. ALL WORK SHALL BE CONSTRUCTED

NOTES:

D E

S C

R I P

T I O

N B

Y

R E

V I S I O

N S

D A

T E

N O

PROJECT NO.:

DRAWING. NO.:

SHEET NO.:

DRAWN:

CHECKED:

DATE:

JJB TGB

JJB

CHECKED:

DESIGNED:

S H

E E T N

A M

E

P R

O

JE

C T N

A M

E

TGB

NO.:

PROJECT

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

O L

IV

E

R

D

W A

T

L O

C A

T

IO

N

Thomas Brymer P.E. No. 90078

Certificate of Authorization No. 4641

GULF BREEZE, FLORIDA 32561

215 Fairpoint Dr., Suite B

1122600 TASK 4

1122600 TASK 4

WM-26

WM-27

WM-26 E: 1109522.35

N: 559700.92

WM-26 TO WM-27

8 LF - 4" PVC C900 DR25 WM

WM-27 E: 1109532.40

N: 559722.76

WM-26 TO WM-28

ASSEMBLY

NEW 6" DI FH

EXISTING

CONNECT TO

BE ABANDONED

EXISTING 8" WM TO

REQ'D 8" PVC WM

REMOVED

FH TO BE

BE ABANDONED

EXISTING WM TO

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

(SEE NOTE 4)

TO BE REUSED

1" WATER METER

270 LF - 8" PVC C900 DR25 WM

WM-30

WM-31

WM-32

EXISTING

CONNECT TO

WM-28

WM-29

WM-33

PVC WM

REQ'D 8"

REMOVED

FH TO BE ASSEMBLY

NEW 6" DI FH

REUSED (SEE NOTE 4)

1" WATER METER TO BE

REUSED (SEE NOTE 4)

2" WATER METER TO BE

TO BE ABANDONED

EXISTING 8" WM

FIRE LINE

CONNECT TO EXISTING

EXISTING

CONNECT TO

WM-30 E: 1109854.11

N: 559685.45

WM-30 TO WM-31

63 LF - 8" DI C151 CL. 50 WM

WM-28 E: 1109797.39

N: 559688.50

6 LF - 6" PVC C900 DR25 WM

6 LF - 8" DI C151 CL. 50 WM

3 - 6" DI RETAINER GLAND

4 - 8" DI RETAINER GLAND

1 - 8" x 6" DI MJ TEE

1 - 6" MJ GATE VALVE W/ BOX

1 - 8" MJ GATE VALVE W/ BOX

WM-28 TO WM-29

23 LF - 6" PVC C900 DR25 WM

WM-29 E: 1109807.08

N: 559715.09

WM-28 TO WM-30

52 LF - 8" DI C151 CL. 50 WM

E: 1109854.86

N: 559614.26

WM-32 TO WM-33

317 LF - 8" PVC C900 DR25 WM

WM-30 TO WM-32

40 LF - 8" DI C151 CL. 50 WM

WM-32 E: 1109893.99

N: 559683.39WM-31

WM-33 E: 1110209.99

N: 559667.88

REMOVED

FH TO BE

WM-33 TO WM-34

370 LF - 8" PVC C900 DR25 WM

ACROSS ROADWAY

REQ'D 8" DI WM ACROSS ROADWAY

REQ'D 8" DI WM

REQ'D 4" PVC WM

5 LF - 4" PVC C900 DR25 WM

6 LF - 8" PVC C900 DR25 WM

3 - 4" DI RETAINER GLAND

4 - 8" DI RETAINER GLAND

1 - 8" x 4" DI MJ TEE

1 - 4" MJ GATE VALVE W/ BOX

1 - 8" MJ GATE VALVE W/ BOX

11 LF - 6" PVC C900 DR25 WM

7 - 6" DI RETAINER GLAND

1 - 6" SOLID SLEEVE FITTING

1 - 6" DI MJ CAP

2 - 6" 45° DI MJ FITTING

5 LF - 8" DI C151 CL. 50 WM

5 - 8" DI RETAINER GLAND

1 - 8" DI MJ TEE

1 - 8" MJ GATE VALVE W/ BOX

7 LF - 8" DI C151 CL. 50 WM

7 - 8" DI RETAINER GLAND

1 - 8" SOLID SLEEVE FITTING

1 - 8" DI MJ CAP

2 - 8" 45° DI MJ FITTING

2 - 8" DI RETAINER GLAND

1 - 8" MJ GATE VALVE W/ BOX

TO BE ABANDONED

EXISTING 8" WM

PVC WM

REQ'D 8"

ASSEMBLY

NEW 6" DI FH

WATER VALVE RESET

REUSED (SEE NOTE 4)

1" WATER METER TO BE

REUSED (SEE NOTE 4)

1" WATER METER TO BE

18 LF - 8" PVC C900 DR25 WM

10 - 8" DI RETAINER GLAND

1 - 8" DI MJ CAP

2 - 8" 45° DI MJ FITTING

1 - 8" DI MJ TEE

1 - 8" MJ GATE VALVE W/ BOX

14 LF - 4" PVC C900 DR25 WM

7 - 4" DI RETAINER GLAND

1 - 4" SOVE FITTING

1 - 4" DI MJ CAP

2 - 4" 45° DI MJ FITTING

TEE

TEE

X X X X X X X X X X X X X X X X X X

X

X

X

X

X

X

X

X

X

X X X X X

TEE

X X

X

X

TP

TP

TJB

TJB

TJB

WATER

WATER

WATER

WATER

WATER

WATER WATER

WATER

W H

IT

M

IR

E D

R

E R

N E

S T

IN

E R

D

B-21

X X X X X X X X X X X X X X X

X X X X X X

TEE

TP

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

TEL

TEL

B-22

22•°

22•° 22•°

0 10 2010 40 FT.

S E E S

H E E T U -0

M A

T C

H L

IN

E S

T A . 2

U-08

U-08

E N

D O

F U

T

IL

IT

Y W

O R

K

M A

T C

H L

IN

E S

T A

S T

A

D

A N

D A

T

A

IL

S

P L

E E T

S T

A

T

O

AND MANHOLES.

MAINTAINED BETWEEN WATER MAIN

7. 3' MIN. SEPARATION TO BE

D-62, D-63, AND D-64.

IN ACCORDANCE W/ ECUA STDS D-52,

INSTALLED WITH RJ OR THRUST BLOCKS

6. ALL FITTINGS AND VALVES SHALL BE

SLEEVES.

SHALL BE PERFORMED USING HYMAX

5. ALL CONNECTIONS TO EX. CA PIPE

REUSED.

ASSEMBLIES. WATER METER SHALL BE

NEW WATER SERVICE LINES AND

4. CONTRACTOR SHALL INSTALL ALL

BACKFILL, AND COMPACTION.

RESPONSIBLE FOR EXCAVATION,

VALVES BUT CONTRACTOR SHALL BE

3. ECUA WILL INSTALL ALL INSERTA

TRANSITION TO PVC WITH MJ SLEEVE.

OUTSIDE OF ROADWAY. IF NONE,

NEAREST FITTING OR APPURTENANCE

DUCTILE IRON. CARRY DUCTILE IRON TO

2. ALL ROAD CROSSINGS SHALL BE

ENGINEERING MANUAL.

RECENT EDITION OF ECUA'S

IN ACCORDANCE WITH THE MOST

1. ALL WORK SHALL BE CONSTRUCTED

NOTES:

GRADE

FINISH

OTHER UTILITY

STORM DRAIN OR

PER SPECIFICATION

MINIMUM COVER,

AS REQUIRED

FITTINGS,

AS REQUIRED

FITTINGS,

AS REQUIRED

FITTINGS,

AS REQUIRED

FITTINGS,

M I

N

SPECIFIED

REQ'D WM, AS

SPECIFIED

REQ'D WM, AS

TYPICAL WM CROSSING UNDER UTILITY

GRADE

FINISH

OTHER UTILITY

STORM DRAIN OR

PER SPECIFICATION

MINIMUM COVER,

M I

N

SPECIFIED

REQ'D WM, AS

TYPICAL WM CROSSING OVER UTILITY

REQUIRED

FITTINGS AS

REQ'D WM,

OF PIPE, CENTERED)

MAIN (FULL STICK

REQUIRED DI WATER

D E

S C

R I P

T I O

N B

Y

R E

V I S I O

N S

D A

T E

N O

PROJECT NO.:

DRAWING. NO.:

SHEET NO.:

DRAWN:

CHECKED:

DATE:

JJB TGB

JJB

CHECKED:

DESIGNED:

S H

E E T N

A M

E

P R

O

JE

C T N

A M

E

TGB

NO.:

PROJECT

D

ESNECI

L

PROFESSIONAL

R

EENIG

N E

No. 90078

R E

M Y

R

B YROGERG

S A

M O

O L

IV

E

R

D

W A

T

L O

C A

T

IO

N

Thomas Brymer P.E. No. 90078

Certificate of Authorization No. 4641

GULF BREEZE, FLORIDA 32561

215 Fairpoint Dr., Suite B

1122600 TASK 4

1122600 TASK 4

WM-34 E: 1110209.99

N: 559667.88

X2 (SEE NOTE 4)

TO BE REUSED

2" WATER METER

BE ABANDONED

EXISTING 8" WM TO

REQ'D 8" PVC WM

WM-34

REUSED (SEE NOTE 4)

1" WATER METER TO BE

FH TO BE REMOVED

FH ASSEMBLY

NEW 6" DI

5 LF - 8" PVC C900 DR25 WM

1 - 8" FOSTER ADAPTER

1 - 12" FOSTER ADAPTER

3 - 12" DI RETAINER GLAND

4 - 8" DI RETAINER GLAND

1 - 12" X 8" DI MJ REDUCER

1 - 12" DI MJ CAP

1 - 8" MJ GATE VALVE W/ BOX

1 - 8" 45° DI MJ FITTING

1 - 12" 45° DI MJ FITTING

45°

X X X X X X

X

TP

TJB

TJB

TJB

TJB

EJB

WATER

WATER

WATER

WATER

WATER

WATER

B-23