Omega_Park_100P_Plans.pdf

LOCATION MAP

N.T.S

INDEX OF DRAWINGS

SHT # DWG # SHEET TITLE

01 C1.01 COVER

02 -03 C2.01 TO C2.02 GENERAL NOTES

04 C3.01 EXISTING CONDITIONS PLAN

05 C4.01 DEMOLITION PLAN

06 C5.01 UTILITY PLAN

07 - 08 C6.01 TO C6.02 UTILITY DETAILS

09 C7.01 PRIVATE GRINDER STATION DETAILS

10 E1.00 SITE PLAN

11 - 15 E1.01 TO E1.05 ELECTRICAL SPECIFICATIONS

16 E1.06 ELECTRICAL DETAILS

17 E1.07 PANEL SCHEDULES

18 L1.01 LANDSCAPE PLAN

19 L2.01 LANDSCAPE SCHEDULE & DETAILS

20 L3.01 LANDSCAPE SPECIFICATIONS

N

OMEGA PARK CCUA CONNECTION

OMEGA PARK, 4317 COUNTY ROAD 218 MIDDLEBURG, FL.

100% SUBMITTAL

DATE OF ISSUE: 06/20/2025

24-0543.00006

C1.01 01 20

DRAWING NUMBER

CLIENT PROJECT NUMBER

PROJECT NUMBER

Pl ot D at e:

/2 0/

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501 Riverside Avenue, Suite 501 Jacksonville, FL 32202

904.398.8636 www.chenmoore.com

REGISTRATION

CLAY COUNTY PARKS AND RECREATION

477 HOUSTON STREET

GREEN COVE SPRINGS, FL 32043

Phone: (904)-284-2102

CLAY COUNTY COUNCIL

JOHN SGROMOLO DISTRICT 1

ALEXANDRA COMPERE DISTRICT 2

JIM RENNINGER DISTRICT 3

BETSY CONDON, CHAIR DISTRICT 4

KRISTEN BURKE, VICE-CHAIR DISTRICT 5

JUSTIN PIERCE DIRECTOR OF PARKS AND

RECREATION

PROJECT

LOCATION

COUNTY

CLAY

COUNTY

CLAY

DOCTORS LAKE

COUNTY

CLAY

COUNTY

CLAY

W A

LL

A

BY

A

VE

SECTION 31, TOWNSHIP 04S, RANGE 26E

JENNIFER L. SMITH, PE

LICENSE NO. 72232

DATE: __________

THIS SEAL IS ONLY VALID ON PRINTED

COPIES THAT ARE DATED WITH THE

LICENSEE'S ORIGINAL HAND SIGNATURE.

SCANNED OR ELECTRONIC COPIES ARE NOT

CONSIDERED SIGNED AND SEALED.

JEN

NIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

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

E RSTATE OF

02/06/25

OMEGA PARK

CCUA

CONNECTION

OMEGA PARK, 4317

COUNTY ROAD 218

MIDDLEBURG, FL.

06/20/2025

MB

JH

JS

GENERAL NOTES

C2.01

02 20100% SUBMITTAL

ABBREVIATIONS

(00.0) SOFT ELEVATION

(00.00) HARD ELEVATION

ARV AIR RELEASE VALVE

(C) CALCULATED

CMA CHEN MOORE AND ASSOCIATES

CONC. CONCRETE

(D) DEED

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DIPS DUCTILE IRON PIPE SIZE

EOP EDGE OF PAVEMENT

EX. EXISTING

EXIST. EXISTING

ERCP ELLIPTICAL REINFORCED CONCRETE PIPE

F.A.C. FLORIDA ADMINISTRATIVE CODE

FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FDOT FLORIDA DEPARTMENT OF TRANSPORTATION

FPS FEET PER SECOND

G.V. GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE

ID. IDENTIFICATION

INV INVERT

I.P. IRON PIPE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

OSY OUTSIDE STEM AND YOKE

(M) MEASURED

O.R.B. OFFICIAL RECORDS BOOK

(P) PLAT

P.B. PLAT BOOK

PSI POUNDS PER SQUARE INCH

PG PAGE

PVC POLYVINYL CHLORIDE

(R) RECORD

RCP REINFORCED CONCRETE PIPE

RCWM REUSE WATER MAIN

RE# REAL ESTATE NUMBER

RPZ REDUCED PRESSURE ZONE

R/W RIGHT OF WAY

SJRWMD ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

SS STAINLESS STEEL

STA. STATION

UNK UNKNOWN

W/ WITH

LEGEND

PROPOSED CONCRETE

PROPOSED ASPHALT

REMOVE MATERIAL FROM AREA

REMOVE ITEM

DRAWING NUMBER

DRAWING TITLE

CHECKED BY

DRAWN BY

DESIGNED BY

DATE OF ISSUE

REVISIONS

VERIFY SCALES

CLIENT PROJECT NUMBER

PROJECT NUMBER

PROJECT INFORMATION

CLIENT

REGISTRATION

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY

1"0

Pl ot

D at e:

/2 0/

0:

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AM

U se rn am e:

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L ay ou t N am e:

C

2.

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3.

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De sig n\

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G en er al N ot es

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OF

501 Riverside Avenue, Suite 501 Jacksonville, FL 32207

904.398.8636 www.chenmoore.com

JENNIFER L. SMITH, PE

LICENSE NO. 72232

DATE: __________

THIS SEAL IS ONLY VALID ON PRINTED

COPIES THAT ARE DATED WITH THE

LICENSEE'S ORIGINAL HAND SIGNATURE.

SCANNED OR ELECTRONIC COPIES ARE NOT

CONSIDERED SIGNED AND SEALED.

JEN

NIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

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

E RSTATE OF

06/20/2025

RIGHT-OF-WAY LINE

CENTER LINE

EXISTING TOP OF BANK

EXISTING FORCE MAIN

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING OVERHEAD ELECTRIC

EXISTING CHAIN-LINK FENCE

W

EXISTING ELEVATION

EXISTING UTILITY POLE

EXISTING GUY WIRE

EXISTING GOAL POST

EXISTING SINGLE POST SIGN

EXISTING WATER METER

EXISTING TREES

EXISTING WATER MAIN

EXISTING STORM DRAIN

EXISTING FLAG POLE

EXISTING LIGHT POLE

EXISTING BURIED ELECTRIC

EXISTING GAS

PROPOSED WATER METER

PROPOSED BACKFLOW PREVENTOR

W

PROPOSED 2" WATER SERVICE

PROPOSED SANITARY SEWER

PROPOSED 2" FORCE MAIN

PROPOSED CLEANOUT

S

FM

W

90.0

EXISTING CLEANOUTCO

GENERAL NOTES

1. GENERAL NOTES ON THE PROJECT PLANS AND DRAWINGS ARE SOLELY TO AID AND ASSIST THE

CONTRACTOR WITH THE FIELD OPERATIONS FOR THE PROJECT. SAID GENERAL NOTES MAY NOT

FULLY DESCRIBE ALL OF THE REQUIREMENTS FOR AN ITEM. THEREFORE, THE CONTRACTOR SHALL

READ AND VERIFY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO THE PLANS,

SPECIFICATIONS, GENERAL TERMS AND CONDITIONS, AND THE SUPPLEMENTAL TERMS AND

CONDITIONS, TO FULLY UNDERSTAND AND COMPLY WITH ALL THE REQUIREMENTS THEREIN.

2. THE INFORMATION PROVIDED ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION

AND SHOULD BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR

FAMILIARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT DISCREPANCIES TO

THE ENGINEER PRIOR TO STARTING WORK.

3. CONTRACTOR WILL SECURE WORK SITE TO PROTECT THE PUBLIC HEALTH AND WELFARE.

4. ALL WORK WILL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FDOT DESIGN STANDARDS, MUTCD AND CLAY COUNTY.

5. CONTRACTOR TO REPAIR ALL DAMAGES INCURRED AS A RESULT OF CONSTRUCTION ACTIVITIES SUCH AS BUT NOT LIMITED TO SIDEWALK, PAVEMENT, LANDSCAPING, FENCING, ETC. NO ADDITIONAL

COMPENSATION WILL BE GIVEN.

6. CONTRACTOR SHALL CONTROL/REMOVE DUST WITH A STREET SWEEPER USING WATER OR OTHER

EQUIPMENT CAPABLE OF CONTROLLING DUST.

7. ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE

WORK AND IN DANGER OF BEING DAMAGED, DESTROYED OR COVERED SHALL BE PROPERLY

REFERENCED BY A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER IN ACCORDANCE WITH THE

MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND

MAPPERS. PRIOR TO BEGINNING WORK AT THE SITE, THE CONTRACTOR SHALL RETAIN THE

SURVEYOR TO REFERENCE, AND RESTORE UPON COMPLETION OF THE WORK, ALL SUCH CORNERS

AND MONUMENTS AND SHALL FURNISH THE ENGINEER A SIGNED AND SEALED COPY OF THE

SURVEYOR'S REFERENCE DRAWING. COST OF THIS WORK SHALL BE DEEMED INCIDENTAL TO THE

TOTAL PROJECT COST.

8. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING AT LEAST 48 HOURS PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A PROPER STAGING AREA.

10.THE CONTRACTOR SHALL BE RESPONSIBLE TO SATISFY ALL REQUIREMENTS OF ANY REGULATORY AGENCY PERMITS IN REGARDS TO CONSTRUCTION ACTIVITIES AND RELATED CONDITIONS PRIOR TO

THE START OF CONSTRUCTION.

11.THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT

PROPERTIES AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE COUNTY.

12.THE CONTRACTOR SHALL NOT ENCROACH INTO PRIVATE PROPERTY WITH PERSONNEL, MATERIAL OR

EQUIPMENT.

13.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AND DEBRIS TO AN

APPROVED SITE IN A LEGAL MANNER AT NO ADDITIONAL COST TO THE PROJECT.

14.THE CONTRACTOR SHALL VERIFY, PHOTOGRAPH AND INVENTORY THE EXACT LOCATION OF ALL

EXISTING TREES, STRUCTURES, PAVEMENT OR OTHER FEATURES. ANY EXISTING STRUCTURE,

PAVEMENT, TREE OR OTHER EXISTING FEATURE, WHICH IS IN CONFLICT OR DAMAGED, EXPOSED OR

IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THE CONTRACT, SHALL BE

RESTORED PROMPTLY TO IT'S ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE PROJECT.

15.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING IMMEDIATELY OF ANY CONFLICT

ARISING DURING CONSTRUCTION FOR ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS.

16.ALL CONSTRUCTION LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

17.ALL EXISTING MANHOLE TOPS, CATCH BASIN GRATES, VALVE BOX TOPS, WATER METER TOPS CLEANOUTS, AND OTHER UTILITY TOPS WITHIN THE PROJECT AREA SHALL BE MODIFIED TO MATCH

FINISHED GRADE BY CONTRACTOR. THE COST OF ADJUSTMENT SHALL BE IDENTICAL TO THE

ASSOCIATED PAY ITEM AT NO ADDITIONAL COST TO THE PROJECT. PLANS MAY NOT SHOW ALL

LOCATIONS NECESSARY FOR ADJUSTMENTS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL

NECESSARY UTILITY TOPS TO BE ADJUSTED.

18.CONTRACTOR TO RESTORE ALL SODDED AREAS OF THE PROJECT WHICH ARE DISTURBED DUE TO

CONSTRUCTION ACTIVITIES. RESTORED SOD SHALL MATCH EXISTING SOD UNLESS OTHERWISE

INDICATED.

19.ALL PROPOSED WORK SHALL BE PERFORMED WITHIN THE PROJECT PROPERTY LIMITS AND THE

LIMITS OF THE EXISTING STATE/LOCAL RIGHT-OF-WAY, AND ALL IMPROVEMENTS SHALL BE

CONSTRUCTED AND INSTALLED WITHIN SAID LIMITS.

20.THE CONTRACTOR SHALL ASSIST THE COUNTY WITH THE HANDLING OF PUBLIC INFORMATION MATERIALS, INCLUDING CITIZEN NOTIFICATION LETTERS AND PROJECT CONSTRUCTION SIGNS, PRIOR TO THE START OF EACH SIGNIFICANT PHASE OF CONSTRUCTION. COST OF THIS WORK SHALL BE

INCLUDED IN THE MAINTENANCE OF TRAFFIC BID ITEM.

ENVIRONMENTAL NOTES:

1. THE PROPOSED PROJECT IMPROVEMENTS ARE NOT LOCATED WITHIN CLAY COUNTY DELINEATED ARCHAEOLOGICAL CONSERVATION AREAS. NO IMPACTS TO EXISTING HISTORICAL AND CULTURAL RESOURCES ARE EXPECTED AS A RESULT OF THE PROPOSED PROJECT. IF ANY HISTORICAL AND

CULTURAL RESOURCES ARE FOUND DURING CONSTRUCTION, CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE COUNTY.

2. ANY MATERIAL TO BE STOCKPILED FOR PERIODS GREATER THAN 24 HOURS SHALL BE PROTECTED

BY APPROPRIATE EROSION CONTROL DEVICES.

3. NO STAGING OR OTHER ACTIVITIES FOR THIS PROJECT SHOULD OCCUR WITHIN THE DRIPLINE OF

EXISTING TREES.

4. A CERTIFIED ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE SHALL BE

PRESENT ON SITE TO DIRECT ALL ROOT PRUNING AND/OR CANOPY TRIMMING ACTIVITIES IF

NECESSARY.

5. TREE PROTECTION SHOULD BE INSTALLED AROUND TREES TO REMAIN LOCATED ADJACENT TO

CONSTRUCTION ACTIVITIES.

6. THE CONTRACTOR SHALL NOT REMOVE, RELOCATE OR PRUNE ANY TREES WITHOUT PRIOR

APPROVAL FROM THE COUNTY. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM

CLAY COUNTY PRIOR TO ANY TREE REMOVAL/RELOCATION.

7. CONTRACTOR SHALL KEEP NEW AND EXISTING INLETS CLEAN OF MILLING MATERIALS AND DEBRIS.

INLETS LOCATED NEAR CONSTRUCTION ACTIVITIES SHOULD BE PROTECTED BY APPROPRIATE

EROSION CONTROL DEVICES.

8. ALL CONSTRUCTION AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE LATEST

REQUIREMENTS OF CLAY COUNTY, FDOT, AND ALL OTHER APPLICABLE LOCAL, STATE AND NATIONAL

CODES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE WITH ALL THE REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY AND HEALTH

REGULATIONS.

PRE-CONSTRUCTION RESPONSIBILITIES:

1. PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION AND THE RECEIPT OF THE "NOTICE TO

PROCEED", THE CONTRACTOR SHALL CONTACT THE OWNER AND ARRANGE A PRE-CONSTRUCTION

CONFERENCE TO INCLUDE THE ENGINEER OF RECORD. THE CONTRACTOR SHALL SUBMIT A

CONSTRUCTION SCHEDULE AND BE PREPARED TO DISCUSS ANY CONCERNS OR COORDINATION

EFFORTS AND REQUIREMENTS WITH THE PARTIES INVOLVED.

2. THE CONTRACTOR SHALL OBTAIN A SUNSHINE 811 LOCATE TICKET, AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO BEGINNING ANY EXCAVATION. CONTACT 811, WWW.SUNSHINE811.COM

3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN ACCORDING TO THE LATEST FDOT SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 104, AND CLAY

COUNTY. CONTRACTOR SHALL IMPLEMENT THE PLAN PRIOR AND DURING CONSTRUCTION AT NO

ADDITIONAL COST TO THE OWNER.

PROJECT RECORD DOCUMENTS:

1. DURING THE DAILY PROGRESS OF THE JOB THE CONTRACTOR SHALL RECORD THE EXACT LOCATION, LENGTH, AND ELEVATION OF ALL PROPOSED IMPROVEMENTS ON HIS SET OF CONSTRUCTION

DRAWINGS.

2. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER ONE COMPLETE SET OF ALL "AS BUILT" CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS AND IN ACCORDANCE WITH THE

"SURVEY WORK" SECTION OF THE "SPECIFICATIONS AND CONTRACT DOCUMENTS" FOR THIS

PROJECT.

3. ALL "AS-BUILT" INFORMATION AND ELEVATIONS SHALL BE CERTIFIED BY A FLORIDA PROFESSIONAL

SURVEYOR AND MAPPER AND SHALL BE PROVIDED IN AUTOCAD AND PDF FORMAT.

UTILITIES:

1. LOCATION AND SIZES OF EXISTING UTILITIES ARE INDICATED IN THE PLANS BASED ON THE INFORMATION AVAILABLE AT THE TIME INCLUDING SURVEYED INFORMATION AND UTILITY RECORDS OBTAINED FROM UTILITY PROVIDERS; HOWEVER, THIS INFORMATION IS NOT GUARANTEED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION, CHARACTER, AND DEPTH OF

ALL EXISTING UTILITIES.

2. A MINIMUM OF TWO (2) TWO FULL BUSINESS DAYS PRIOR TO DIGGING, THE CONTRACTOR SHALL CALL

“SUNSHINE STATE ONE” AT 811 TO REQUEST UTILITY LOCATIONS BEFORE BEGINNING ANY

CONSTRUCTION ACTIVITIES.

3. EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER. ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE

NOTED.

4. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO VERTICALLY AND HORIZONTALLY PROTECT ANY AND ALL EXISTING UTILITIES ON THIS PROJECT. ANY DAMAGE TO SUCH UTILITIES SHOWN OR NOT SHOWN ON THE PLANS SHALL BE IMMEDIATELY REPORTED TO THE UTILITY OWNER.

THE OWNER RESERVES THE RIGHT TO REMEDY SUCH DAMAGE BY ORDERING OUTSIDE PARTIES TO

MAKE SUCH REPAIRS AT THE EXPENSE TO THE CONTRACTOR.

5. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL UTILITY MARKINGS ONCE THE WORK IS

COMPLETED. CONTRACTOR SHALL USE SPECIAL CARE WHEN REMOVING THE UTILITY MARKINGS. THE REMOVAL METHOD NEEDS TO BE SUCH THAT IT DOES NOT DAMAGE THE SURFACES OF THE EXISTING WORK ALREADY IN PLACE. IF WATER-BLASTING OLDER ASPHALT PAVEMENT, CARE NEEDS TO BE TAKEN TO NOT DISCOLOR THE ASPHALT OR POLISH THE AGGREGATE. IF THE REMOVALS ARE ON

OLDER CONCRETE SURFACES, THE ENTIRE SURFACE OF A PANEL OR SECTION NEEDS TO BE

BLASTED TO SHOW UNIFORM COLOR THROUGHOUT THAT SAME PANEL OR SECTION. IN ANY CASE

(ASPHALT OR CONCRETE SURFACE), THE METHOD NEEDS TO BE SUCH THAT A SLICK SURFACE IS NOT LEFT BEHIND. FINAL PAYMENT TO THE CONTRACTOR MAY BE WITHHELD UNTIL THE UTILITY

MARKS ARE PROPERLY REMOVED.

6. UTILITY OWNERS

AT&T (561) 683-2729

CLAY COUNTY UTILITY AUTHORITY (904) 272-5999

CLAY ELECTRIC ORANGE PARK DISTRICT (800) 778-9140

COMCAST CABLE COMMUNICATIONS (800) 778-9140

SUNSHINE ONE CALL TICKET NUMBER 136302904

ADDITIONAL GENERAL NOTES

1. THE CONTRACTOR SHALL NOTIFY THE COUNTY IN ADVANCE OF MAKING ANY CONNECTION TO AN

ACTIVE PIPELINE OR UTILITY SYSTEM.

2. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON THE NORTH AMERICAN

VERTICAL DATUM ( NAVD 88).

3. ALL DEVIATIONS FROM PLANS ARE TO BE APPROVED IN WRITING PRIOR TO CONSTRUCTION AND FOR

ALL INSPECTIONS AND TESTING.

4. THE COUNTY AND ENGINEER MUST BE GIVEN A MINIMUM 48 HOURS NOTICE FOR ALL INSPECTIONS

UNLESS OTHERWISE AGREED UPON.

5. THE EXISTING ELEVATIONS SHOWN HEREIN ARE FOR THE PURPOSE OF INDICATING THE GROUND ELEVATION ONLY AT THE POSITION SHOWN AND IN NO WAY SHOULD INDICATE ELEVATION AT ANY

OTHER POINT OTHER THAN THAT SHOWN.

6. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN ON THE PLANS ARE TAKEN FROM SURVEY

INFORMATION PREPARED BY SAM SURVEYORS, DATED 5/03/23.

7. ALL WATER BOX, COMMUNICATION BOX, CABLE TV BOX, UTILITY BOX/COVER ETC, DAMAGED DURING CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE REPLACED WITH IDENTICAL OR BETTER TO

UTILITY OWNER SATISFACTION AT NO ADDITIONAL COST.

8. THE WORDS 'NEW', 'PROPOSED', 'INSTALL', 'PROVIDE', OR WORDS WITH SIMILAR MEANING, ON ANY

PART OF THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED, UNLESS OTHERWISE

SPECIFICALLY STATED, TO MEAN 'FURNISHING AND INSTALL COMPLETE IN PLACE AND READY FOR

SERVICE'.

9. THESE CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY. WORK DEPICTED UNDER A PARTICULAR DISCIPLINE MAY TRIGGER WORK UNDER A DIFFERENT DISCIPLINE. SUCH WORK REQUIRED FOR THE INTENDED AND PROPER FUNCTION OF THE IMPROVEMENTS, SHALL BE CONSIDERED INCIDENTAL AND PART OF THE CONTRACTOR'S BID PRICE. NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH ITEMS.

10.THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE

APPROXIMATE, ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES. THE

CONTRACTOR SHALL VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN

COORDINATION WITH ALL UTILITY COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION

OPERATION, ANY AND ALL CONFLICTS OF EXISTING UTILITIES WITH PROPOSED IMPROVEMENTS MUST

BE RESOLVED BY THE ENGINEER AND THE OWNER. THIS WORK BY THE CONTRACTOR SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION SHALL BE

ALLOWED.

11.EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY

REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING

THEMSELVES WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE

ENGINEER PRIOR TO STARTING WORK.

12.THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL ITEMS LISTED IN

PROJECT SPECIFICATION.

13.UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR LEAVE EXCAVATED TRENCHES, OR PORTIONS OF WORK, EXPOSED OR OPEN AT THE END OF THE WORKING DAY, WEEKENDS, HOLIDAYS OR OTHER TIMES. WHEN THE CONTRACTOR IS NOT WORKING, UNLESS OTHERWISE DETERMINED, ANY TRENCH

SHALL BE COVERED, FIRMLY SECURED AND MARKED ACCORDINGLY FOR PEDESTRIAN TRAFFIC.

14.CAST IRON PRODUCTS: HEAVY DUTY CLASSIFICATION SUITABLE FOR HIGHWAY TRAFFIC LOADS, OR

16,000 LB. WHEEL LOADS.

15.STEEL GRATING AND COVERS: TRAFFIC CLASSIFICATION H-20 AASHTO H20: 16,000 LBS OVER 8" X 20"

AREA.

16.ALL STRUCTURES MUST BE CAPABLE OF SUSTAINING HEAVY TRAFFIC LOADS.

17.EXCAVATED OR OTHER MATERIAL STORED ADJACENT TO OR PARTIALLY UPON A ROADWAY

PAVEMENT SHALL BE ADEQUATELY MARKED FOR TRAFFIC SAFETY AT ALL TIMES.

18.TEMPORARY PATCH MATERIAL MUST BE ON THE JOB SITE WHENEVER PAVEMENT IS CUT, OR THE

INSPECTOR WILL SHUT THE JOB DOWN.

19.CONTRACTOR SHALL NOTIFY LAW ENFORCEMENT AND FIRE PROTECTION SERVICES TWENTY-FOUR

(24) HOURS IN ADVANCE OF THE DETOUR IN ACCORDANCE WITH SECTION 336.048 OF FLORIDA

STATUTES.

DEMOLITION NOTES

1. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH

ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.

2. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR IN-USE

FACILITIES WITHOUT PERMISSION FROM OWNER, AND AUTHORITIES HAVING JURISDICTION. PROVIDE

ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS AS REQUIRED BY

GOVERNING REGULATIONS.

3. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND DEMOLITION

AREA.

4. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, BARRIERS, RAILINGS, ETC. WHERE

REQUIRED BY AUTHORITIES HAVING JURISDICTION.

5. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN.

6. ADJACENT IMPROVEMENTS SHALL BE CLEANED OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF DEMOLITION.

7. FOR SELECTIVE DEMOLITION, USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES, USE

HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING OR

CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN.

8. DEMOLISH CONCRETE IN SMALL SECTIONS. CUT CONCRETE AT JUNCTURES WITH CONSTRUCTION TO

REMAIN, USING POWER-DRIVEN MASONRY SAW OR HAND TOOLS; DO NOT USE POWER-DRIVEN

IMPACT TOOLS.

9. INFORMATION SHOWN ON THE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN

PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER; HOWEVER, THIS

INFORMATION IS NOT GUARANTEED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

DETERMINE THE LOCATION, CHARACTER, AND DEPTH OF ALL EXISTING UTILITIES. THE CONTRACTOR

SHALL ASSIST THE UTILITY COMPANIES, BY EVERY MEANS POSSIBLE, TO DETERMINE SAID

LOCATIONS AND THE LOCATIONS OF RECENT ADDITIONS TO THE SYSTEMS NOT SHOWN.

10.REMOVAL, DEMOLITION, HAULING, AND DISPOSAL SHALL COMPLY WITH REGULATIONS BY F.D.E.P., E.P.A., AND ANY OTHER AUTHORITY HAVING JURISDICTION.

11.ALL EXISTING UTILITY MH COVERS, ELECTRICAL BOXES, METER BOXES, METERS, DRAINAGE STRUCTURES, ETC. WITHIN PROPOSED AREAS OF IMPROVEMENTS SHALL BE ADJUSTED TO GRADE

ELEVATION, UNLESS OTHERWISE NOTED.

12.ALL EXISTING STREET LIGHTING WILL REMAIN IN PLACE AND REMAIN IN SERVICE DURING

CONSTRUCTION OPERATIONS. CONTRACTOR SHALL USE CARE TO ENSURE EXISTING CONDUIT,

PULLBOXES, AND CONTROL ARE NOT DAMAGED DURING DEMOLITION OPERATIONS.

EARTHWORK NOTES

1. THE CONTRACTOR'S BID FOR EARTHWORK SHALL INCLUDE THE EXCAVATION, REMOVAL AND

DISPOSAL OF ALL MATERIALS, OF WHATEVER CHARACTER, WITHIN THE LIMITS OF CONSTRUCTION.

2. ALL TOPSOIL THAT IS SUITABLE FOR LANDSCAPING OR SODDING OPERATIONS MAY BE STOCKPILED

NEARBY FOR SUCH USE IF APPROVED BY THE COUNTY.

3. WHERE MUCK, ROCK, CLAY, OR OTHER MATERIAL WITHIN THE LIMITS OF CONSTRUCTION IS UNSUITABLE IN ITS ORIGINAL POSITION THE CONTRACTOR SHALL EXCAVATE SUCH MATERIAL IN ITS ENTIRETY AND BACKFILL WITH SUITABLE MATERIAL WHICH SHALL BE COMPACTED IN PLACE TO

CONFORM TO THE REQUIRED GRADES AND SECTIONS AS SHOWN ON THE PLANS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE UNSUITABLE MATERIAL PRESENT ON-SITE

AND INCLUDE THE REMOVAL AND REPLACEMENT OF SAME IN HIS BID PRICE.

5. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE ON THE VOLUME OF MATERIAL ACTUALLY

REQUIRED TO OBTAIN THE CROSS SECTIONS OR GRADES AS SHOWN ON THE PLANS.

6. THE CONTRACTOR SHALL REMOVE ALL MUCK, YIELDING MATERIAL ROOTS, VEGETATION AND OTHER

DEGRADABLE MATERIAL IN ITS ENTIRETY, WITHIN THE PAVEMENT UNITS AND BELOW ALL

STRUCTURES AND UTILITIES TO FULL EXCAVATED TRENCH WIDTH. SAID MATERIAL SHALL BE

REPLACED WITH CLEAN ORGANIC FREE MATERIAL WITH ROCKS SMALLER THAN ONE INCH IN

DIAMETER COMPACTED TO NOT LESS THAN 98% MAXIMUM DENSITY AT OPTIMUM MOISTURE. AASHTO

T-180 METHOD "D" WITH MAXIMUM LIFTS OF TWELVE INCHES COMPACTED THICKNESS.

7. TRENCH BACKFILL AND COMPACTION SHALL FOLLOW THE CONTRACT SPECIFICATIONS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING APPROPRIATE SAFETY PRECAUTIONS DURING EXCAVATION AND TRENCHING OPERATIONS AS REQUIRED BY THE "TRENCH SAFETY ACT".

9. THIS WORK SHALL INCLUDE THE EXCAVATION OF WHATEVER SUBSTANCES THAT SHALL BE

ENCOUNTERED TO THE DEPTHS AS SHOWN ON THE PLANS. EXCAVATED MATERIALS NOT REQUIRED FOR FILL OR BACKFILL SHALL BE REMOVED FROM THE WORK SITE AS DIRECTED BY THE ENGINEER AND SHALL BE CONSIDERED TO BE A PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH

EXCAVATION AND BACKFILL IS REQUIRED.

10.WATER SHALL NOT BE PERMITTED TO ACCUMULATE IN THE EXCAVATED AREA. IT SHALL BE

REMOVED BY PUMPING OR OTHER MEANS AS APPROVED BY THE ENGINEER. THE REMOVAL OF

WATER SHALL BE CONSIDERED TO BE A PART OF THE BID PRICE OF THE UTILITY PIPE FOR WHICH EXCAVATION AND BACKFILL IS REQUIRED. CONTRACTOR TO OBTAIN DEWATERING PERMITS FROM

APPLICABLE JURISDICTIONAL AGENCIES (SJRWMD, ETC.) IF REQUIRED.

11.IF THE BOTTOM OF THE TRENCH IS ROCK, THE EXCAVATION SHALL BE CARRIED EIGHT INCHES BELOW THE INVERT OF THE PIPE AND BACKFILLED WITH THOROUGHLY COMPACTED SAND, GRAVEL, OR OTHER SUITABLE MATERIAL APPROVED BY THE ENGINEER.

12.ROCK EXCAVATION SHALL INCLUDE ANY ROCK ENCOUNTERED WHICH CANNOT BE REMOVED WITH A

3/4 YARD BACKHOE UNDER NORMAL OPERATING CONDITIONS. ROCK EXCAVATION SHALL BE

INCIDENTAL TO CONSTRUCTION OF ALL PIPING SYSTEMS AND NO SEPARATE PAYMENT WILL BE

MADE.

13.WHENEVER IT IS NECESSARY, IN THE INTEREST OF SAFETY, TO BRACE OR SHORE THE SIDES OF THE TRENCH, SUCH BRACING OR SHORING SHALL BE CONSIDERED TO BE PART OF THE BID PRICE OF

UTILITY PIPE FOR WHICH EXCAVATION AND BACKFILL IS REQUIRED.

14.THE CONTRACTOR SHALL FURNISH, PUT IN PLACE AND MAINTAIN SUCH SHEETING, BRACING, AS MAY BE REQUIRED TO SUPPORT THE SIDE OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH

CAN IN ANY WAY DAMAGE THE WORK OR ENDANGER ADJACENT STRUCTURES.

15.IF FIELD CONDITIONS, TYPE OF SHEETING OR CONSTRUCTION METHODS MAKE REMOVAL OF

SHEETING IMPRACTICABLE, AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR MAY LEAVE ALL SHEETING IN PLACE. THE ENGINEER MAY REQUIRE SHEETING TO BE CUT OFF AT ANY SPECIFIED ELEVATION BUT IN NO CASE WILL ANY SHEETING BE LEFT CLOSER THAN TWO (2) FEET BELOW THE

NATURAL SURFACE, NOR CUT OFF BELOW THE ELEVATION OF THE TOP OF THE PIPE.

16.AFTER PIPES, STRUCTURES, AND OTHER APPURTENANCES HAVE BEEN INSTALLED, THE TRENCH OR

OPENING SHALL BE BACKFILLED WITH MATERIAL IN CONFORMANCE WITH THE SPECIFICATION.

17.IN AREAS WHERE PAVEMENTS ARE TO BE CONSTRUCTED OVER THE PIPE. THE REMAINDER OF THE

TRENCH SHALL BE PLACED IN SIX INCH LAYERS (COMPACTED THICKNESS) AND SHALL BE

COMPACTED TO 100 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.

CONTRACTOR WILL BE RESPONSIBLE FOR CORRECTING DAMAGE FROM SETTLEMENT IN THE

BACKFILLED AREAS WHETHER UNDER THE PAVEMENT OR OTHERWISE.

18.IN AREAS WHERE NO PAVEMENT IS TO BE CONSTRUCTED, THE BACKFILL ABOVE THE TWELVE INCH LINE ABOVE THE PIPE SHALL BE COMPACTED TO A FIRMNESS APPROXIMATELY EQUAL TO THAT OF

THE SOIL ADJACENT TO THE PIPE TRENCH.

19.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED SAFETY BARRIER AND

PROTECTIVE STEEL PLATE COVERINGS FOR OPEN TRENCHES.

20.SEE SOILS EVALUATION OF THE PROJECT AREA ON GEOTECHNICAL INVESTIGATION REPORT

PERFORMED BY MESKEL AND ASSOCIATES ENGINEERING, FILE NUMBER 0020-0018B, DATED JUNE 20, 2023.

PAVING AND GRADING NOTES

1. UNDERGROUND UTILITIES SHALL BE COMPLETED OR SLEEVING PROVIDED BEFORE ANY PAVEMENT

CONSTRUCTION BEGINS.

2. ALL PAVEMENT SUBGRADE MATERIAL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT

OPTIMUM MOISTURE, AASHTO T-180, METHOD "D" AND SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION 120. THE TEST RESULTS SHALL BE ACCEPTED BY THE COUNTY

PRIOR TO PLACEMENT OF BASE MATERIAL.

3. IF THE PLANS INDICATE A LIMEROCK BASE, THE CONSTRUCTION AND THE MATERIAL FOR THE SHELLROCK BASE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. SPECIFICATIONS, SECTION

230. THE SHELLROCK BASE SHALL BE COMPACTED TO 98% MAXIMUM DENSITY AT OPTIMUM

MOISTURE. AASHTO T-180, METHOD "D", THE ENGINEER SHALL SPECIFY THE LOCATION AND NUMBER

OF DENSITY TESTS REQUIRED. THE TEST RESULTS SHALL BE ACCEPTED BY THE COUNTY AND

ENGINEER PRIOR TO APPLICATION OF THE PRIME AND TACK COATS.

4. THE PRIME AND TACK COAT CONSTRUCTION AND MATERIALS FOR THE PRIME AND TACK COATS SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T. STANDARD SPECIFICATIONS, SECTION 300. THE PRIME AND TACK COATS SHALL BE APPLIED PRIOR TO CONSTRUCTION OF THE ASPHALT SURFACE COURSE AND SHALL BE SANDED AND ROLLED IN ACCORDANCE WITH SECTION 300. APPLICATION

RATES SHALL BE 0.15 GAL/SY FOR LIMEROCK BASE AND 0.25 GAL/SY FOR SHELLROCK BASE.

5. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE AS SHOWN ON THE PLANS. THE MATERIALS FOR THE ASPHALT CONCRETE SURFACE COURSE SHALL CONFORM TO THE REQUIREMENTS OF F.D.O.T.

STANDARD SPECIFICATIONS, SECTION 334.

6. THE MATERIAL TO BE USED AS A STABILIZER SHALL BE SOIL OF HIGH BEARING VALUE SUCH AS, SAND-CLAY, GROUND LIMESTONE, CRUSHED LIMEROCK, OYSTER SHELL, COQUINA SHELL, ROCK

SCREENINGS, OR ANY OTHER MATERIAL WHICH IS SUITABLE FOR STABILIZATION. MUCK SHALL NOT

BE USED AS STABILIZING MATERIAL.

7. ALL GRADES SHOWN REFER TO FINISHED ASPHALT PAVEMENT UNLESS OTHERWISE NOTED.

8. MATERIAL HAVING A PLASTICITY INDEX AT MORE THAN 10 OR A LIQUID LIMIT GREATER THAN 40 SHALL NOT BE USED. ALL MATERIAL USED FOR STABILIZING THE ROADBED SHALL PASS A 3-1/2 INCH

RING.

9. WHERE THE BEARING VALUE OF THE EXISTING SUBGRADE IS ADEQUATE WITHOUT ADDITION OF STABILIZING MATERIAL, THE SUBGRADE SHALL BE SCARIFIED AND DICED, HARROWED, BLADED, OR TILLED FOR REMOVAL OF BOULDERS, ROOTS, ETC. TO ASSURE UNIFORMITY AND THOROUGH MIXING

OF MATERIAL TO THE FULL WIDTH AND DEPTH OF REQUIRED STABILIZATION. THE COMPACTED

SUBGRADE SHALL CONFORM TO THE LINES, GRADES AND CROSS-SECTION SHOWN ON THE PLANS.

10.CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AT THE LIMITS OF REMOVAL OF EXISTING

PAVEMENT AND WHEN NEW PAVEMENT CONSTRUCTION MEETS EXISTING PAVEMENT. MEET AND

MATCH SHALL ALSO MEAN SAW CUT AND MATCH.

11.THE SUBGRADE TO BE STABILIZED MAY BE PROCESSED IN ONE COURSE, UNLESS THE EQUIPMENT

AND METHODS BEING USED DO NOT PROVIDE THE REQUIRED UNIFORMITY, PARTICLE SIZE

LIMITATION, COMPACTION AND OTHER DESIGNED RESULTS IN WHICH CASE, THE COUNTY WILL

DIRECT THAT THE PROCESSING BE DONE IN MORE THAN ONE COURSE.

12.PRIOR TO THE BEGINNING OF STABILIZING OPERATIONS, THE AREA TO BE STABILIZED SHALL HAVE

BEEN CONSTRUCTED TO AN ELEVATION SUCH THAT UPON COMPLETION OF STABILIZING

OPERATIONS, THE COMPLETED STABILIZED SUBGRADE SHALL CONFORM TO THE LINES, GRADES

AND CROSS-SECTION SHOWN IN THE PLANS, PRIOR TO THE SPREADING OF ANY ADDITIVE

STABILIZING MATERIAL THE SURFACE OF THE ROADBED SHALL BE BROUGHT TO A PLACE

APPROXIMATELY PARALLEL TO THE PLANE OF THE PROPOSED FINISHED SURFACE.

13.THE STABILIZING MATERIAL SHALL BE APPLIED IN SUCH QUANTITY AS IS NECESSARY TO PRODUCE THE REQUIRED BEARING VALUE. IT SHALL BE INCORPORATED WITH THE SUBGRADE BY FLOWING, DICING, HARROWING, BLADING OR MIXING WITH ROTARY TILLERS UNTIL THE MIXED MATERIALS ARE

OF A UNIFORM BEARING VALUE FOR THE FULL WIDTH AND DEPTH OF THE COURSE BEFORE

COMPACTION, REGARDLESS OF THE CHARACTER OR BEARING VALUE. ALL MATERIALS IN THE

STABILIZING COURSE THAT WILL NOT PASS A 3-1/2" RING SHALL BE REMOVED OR BROKEN DOWN TO

A SIZE NOT LARGER THAN 3-1/2 INCHES.

14.COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH ANY TYPE OF EQUIPMENT WHICH WILL PRODUCE THE REQUIRED DENSITY. COMPACTION SHALL CONTINUE UNTIL THE ENTIRE DEPTH TO BE

STABILIZED HAS A DENSITY OF NOT LESS THAN 98 PERCENT OF THE MAXIMUM DENSITY IN

ACCORDANCE WITH AASHTO T-180, FIELD DENSITY TESTS SHALL BE MADE AT INTERVALS NOT

GREATER THAN 50 FEET IN EACH COURSE OR LAYER.

15.THE LIMEROCK SHALL BE TRANSPORTED TO THE POINT WHERE IT IS TO BE USED OVER BASE PREVIOUSLY PLACED, IF PRACTICABLE, AND DUMPED ON THE END OF THE PROCEEDING SPREAD, HAULING OVER THE SUBGRADE AND DUMPING ON THE SUB GRADE WILL BE PERMITTED ONLY WHEN

IN THE COUNTY'S OPINION THESE OPERATIONS WILL NOT BE DETRIMENTAL TO THE BASE.

16.THE LIMEROCK SHALL BE SPREAD UNIFORMLY, WITH EQUIPMENT ACCEPTABLE TO THE ENGINEER, ALL SEGREGATED OR OTHERWISE UNACCEPTABLE AREAS SHALL BE REMOVED AND REPLACED WITH

PROPERLY GRADED ROCK, AFTER SPREADING IS COMPLETED, THE ENTIRE SURFACE SHALL BE

SCARIFIED AND THEN SHAPED SO AS TO PRODUCE THE REQUIRED GRADE, THICKNESS AND

CROSS-SECTION AFTER COMPACTION. LIFTS SHALL HAVE A MAXIMUM COMPACTED THICKNESS OF

SIX INCHES.

17.COMPACTION SHALL BE ACCOMPLISHED AT OPTIMUM MOISTURE. WHEN THE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO ENSURE THE REQUIRED DENSITY, WETTING OR DRYING

WILL BE REQUIRED. ADDED WATER SHALL BE UNIFORMLY MIXED TO THE FULL DEPTH OF THE

COURSE WHICH IS BEING COMPACTED.

18.BEFORE ANY BITUMINOUS MATERIAL IS APPLIED, ALL LOOSE MATERIAL, DUST, DIRT, CAKED SLAY AND FOREIGN MATERIAL WHICH MIGHT PREVENT PROPER BOND WITH EXISTING SURFACE SHALL BE

REMOVED FOR THE FULL WIDTH OF THE APPLICATION. PARTICULAR CARE SHALL BE TAKEN TO

CLEAN THE OUTER EDGE OF THE STRIP TO BE TREATED IN ORDER TO ENSURE THAT THE PRIMER WILL ADHERE. WHERE THE PRIMER IS APPLIED ADJACENT TO CURB & GUTTER OR VALLEY GUTTER, SUCH CONCRETE SURFACES ARE TO BE PROTECTED AND KEPT FREE OF BITUMINOUS MATERIAL.

19.NO BITUMINOUS MATERIAL SHALL BE APPLIED WHEN THE TEMPERATURE OF THE AIR IS LESS THAN

40 DEGREES F IN THE SHADE AND FALLING, OR WHEN IN THE OPINION OF THE COUNTY, THE

WEATHER CONDITIONS OR THE CONDITION OF THE EXISTING SURFACE IS UNSUITABLE.

20.THE SURFACE TO BE PRIMED SHALL BE CLEAN AND DRY FOR LIMEROCK BASES. THE GLAZED FINISH

SHALL BE REMOVED BEFORE THE APPLICATION OF PRIME COAT.

21.WHERE NEW PAVEMENT MEETS EXISTING, CONNECTION SHALL BE MADE IN A NEAT STRAIGHT LINE

AND FLUSH WITH EXISTING PAVEMENT.

WATER AND SEWER NOTES:

1. CONTRACTOR SHALL COORDINATE WITH OWNER BEFORE ANY WATER OR SEWER DEMOLITION,

SHUT-DOWN OR TIE-IN.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING WATERMAIN, DOMESTIC AND FIRE SERVICE LINE SIZE

AND LOCATION PRIOR TO ANY NEW WATERMAIN INSTALLATION.

3. ALL NEW WATERMAIN SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) DR-18 PIPE OR PVC IN

ACCORDANCE WITH CCUA MATERIALS LIST.

4. CONTRACTOR SHALL PERFORM APPROPRIATE FLUSHING, PRESSURE TESTS AND CHLORINATION OF

NEW WATERMAIN AS REQUIRED BY AUTHORITIES HAVING JURISDICTION IN THE AREA.

5. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED

STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER

REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

A. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF

ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER.

B. WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY

EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE

MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND

GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF

THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.

C. WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER

PIPELINE.

D. WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY SEWER,

WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER

SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN

ABOVE THE OTHER PIPELINE.

6. WATERMAIN INSTALLATION AND TRENCH BACKFILL SHALL BE IN ACCORDANCE WITH THE PLANS

AND CLAY COUNTY UTILITY AUTHORITY STANDARD DETAILS.

EXISTING EASEMENT

OMEGA PARK

CCUA

CONNECTION

OMEGA PARK, 4317

COUNTY ROAD 218

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GENERAL NOTES

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501 Riverside Avenue, Suite 501 Jacksonville, FL 32207

904.398.8636 www.chenmoore.com

JENNIFER L. SMITH, PE

LICENSE NO. 72232

DATE: __________

THIS SEAL IS ONLY VALID ON PRINTED

COPIES THAT ARE DATED WITH THE

LICENSEE'S ORIGINAL HAND SIGNATURE.

SCANNED OR ELECTRONIC COPIES ARE NOT

CONSIDERED SIGNED AND SEALED.

JEN

NIFER L. SMITH

No. 72232

L I C E NS E

F L O R I DA

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

E RSTATE OF

06/20/2025

SPECIFICATIONS FOR CONSTRUCTION OF WATER DISTRIBUTION SYSTEM

01. MANHOLES. Manhole bases, sections, and cones shall conform to the requirements of ASTM C478, Specifications for Precast Reinforced Concrete Manhole Sections. Cement shall meet the requirements of ASTM C150, Specifications for Portland Cement, Type II. Concrete shall meet the minimum requirements for Class "A" Concrete Work. Minimum wall thickness shall be 1/12 the inside diameter in inches plus one (1) inch. Bases for manholes shall be cast integrally with the bottom manhole section. Joint contact surfaces shall be formed with machined castings; they shall be exactly parallel with a 2 degree slope and nominal 1/16 inch clearance with the tongue equipped with a proper recess for the installation of an O-ring rubber gasket, conforming to ASTM C443, Joints for circular Concrete sewer and Culvert pipe using Rubber gasket, or RAM-NEK premolded Plastic Joint Sealer to joints.

Manhole adjustment materials shall be sound, hard, and pre-primed. Precast concrete adjustment rings may be utilized. Precast manhole walls shall not be coated unless otherwise noted. Cement grout for manhole bottoms shall be a stiff rich mix of Type II Portland Cement and sharp plaster sand. Calcium chloride may be added (maximum of 2%) to aid in obtaining a faster set. At permanent pump station locations, the first upstream manhole from the station shall be lined with a polyethylene liner as manufactured and installed by AGRU America, Inc., or approved equal.

01.1 CAST IRON MANHOLE FRAMES AND COVERS. Cast iron manhole frames and covers shall be as detailed on drawings.

Castings shall meet the requirements of ASTM A48, Specifications for Gray Iron Castings, Class No.30, or Grade 65-45-12, Ductile Iron meeting the requirements of ASTM A536, Standard Specification for Ductile Iron Castings. In either case, manhole frame and cover shall be designed to withstand an HS20-44 loading defined in the AASHTO specifications. Frames and covers shall be machined or ground at touching surfaces so as to seat firmly and prevent rocking.

01.2 FLEXIBLE MANHOLE CONNECTOR. All connections between sewer pipe and pre-cast concrete manholes shall be accomplished by a Flexible Connector, "Kor-N-Seal", as manufactured by National Pollution Control Systems, Inc., or approved equal.

01.3 FLOW CHANNELS. Flow channels in manhole base shall be formed of D.O.T. Class I Type II cement grout with brick and trowel to a smooth surface finish. Grout surface shall be 1" min. thickness over brick. While the precast manholes are being installed, cut off pipes 4 inches inside face of the manhole and construct the invert to the shape and sizes of pipe indicated. All inverts shall provide a constant gradient from influent pipe to effluent pipe through manhole. Changes in direction of the sewer and entering branch or branches shall be laid out in smooth curves of the longest possible radius which is tangent to the center lines of adjoining pipelines.

01.4 DROP INLETS. Where shown on the drawings, drop inlets to the manholes shall be constructed as shown on the approved drawings and specified herein.

02. POLYVINYL CHLORIDE PIPE. Polyvinyl Chloride Sewer Pipe shall conform to the requirements of ASTM D-3034, SDR 26. The PVC compound conforming to ASTM D-1784. Pipe shall be manufacturers-marked in 5 ft. intervals or less, indicating manufacturers name, nominal size, cell classification and legend. Joints shall be push-on rubber gasketed, conforming to ASTM 3212. Pipe and fittings shall be installed in accordance with recommended practice ASTM D-2321. All pipe and sewer fittings shall be SDR-26 heavy wall, installed up to a depth of 13 feet from finish grade to invert of pipe. Maximum depth of gravity sewer without prior approval shall be 13 feet.

03. PIPE BETWEEN MANHOLES. All piping installed between manholes shall be the same material and class. No dissimilar pipe material will be allowed anywhere within a single run of pipe.

04. SANITARY SERVICE LATERALS. Sanitary service laterals shall be Polyvinyl Chloride Pipe conforming to the requirements of ASTM D-3034, SDR 26 where cover over top of pipe is 36 inches or greater. Where cover over top of pipe is less than 36 inches, specific construction conditions shall be directed by the Clay County Utility Authority (CCUA). All sanitary service laterals shall be a minimum of 4'-0" deep at the right-of-way line to top of pipe. Any sanitary service lateral which must be more than 6'-0" deep at the right-of-way line and shall not be installed prior to obtaining permission from the CCUA field inspector or CCUA Engineering Department. All sanitary service laterals shall be 6-inch diameter from the main to the right-of-way line with a minimum slope of 0.60% (0.6 feet per hundred feet). In single family residential developments, services shall reduce to 4" in size at the property line utilizing the proper fittings for the type of pipe specified. All sewer service laterals over 13' deep shall be constructed of DR18 PVC pipe, and DR18 pipe fittings, per CCUA standard sewer system details.

05. PUMP STATIONS (TEMPORARY OR PERMANENT). All pump stations shall be constructed in accordance with CCUA standards, rules and regulations and be approved by CCUA. All work and materials shall meet the requirements of CCUA Standard Pump Station Details and Specifications or the plans, details and specifications for that specific pump station.

06. FORCE MAINS. Force mains shall be C900 DR18 PVC and conform to the requirements of ASTM D-1784, D-2241, D-3139 and F-477. Pipe shall be color coded and manufacturers-marked "FORCE MAIN" at every 12" along the barrel of the pipe. Ductile iron pipe for force main service shall be polylined. Ductile iron pipe is not to be used without prior approval of the Clay County Utility Authority.

Fittings shall be C110 gray iron and shall be epoxy coated and lined. All force mains shall be installed with minimum tracer wire per CCUA standard location wire details. All force mains should be installed with minimum 5 feet cover from finish grade, unless approved by CCUA.

07. LIFT STATION VALVES. See CCUA Approved Lift Station Details and Materials Manual for acceptable gate valves and check valves.

08. FORCE MAIN VALVE. Gate valve, resilient seated, same as specified in Water Distribution System Specifications Section 11.

Except valve bodies shall be grey iron. Valve box shall have the word "SEWER" cast into the cover.

01. JOINT RESTRAINT. All fittings shall be properly and adequately restrained against lateral movement at all water main tees, crosses, valves, bends, and fire hydrants. See CCUA Approved Materials Manual for acceptable restraints.and refer to joint restraint tableon detail sheet WAT 02.

02. DUCTILE IRON PIPE. Ductile iron pipe shall conform to ANSI Specification A21.50 (AWWA C150) latest, "Thickness Design of Ductile Iron Pipe", Table 50.5, laying condition Type 2, internal operating pressure of 250 p.s.i. for an 8-foot depth of cover, Class 51 minimum and shall be ANSI A21.51 (AWWA C151), latest centrifugally cast pipe. Laying lengths shall be 20 feet or less in length, and shall be clearly marked with pressure rating, thickness, class, height of pipe without lining, length, and manufacturer. Ductile iron pipe for water service shall be furnished with cement lining per AWWA C110, C115 and C151. The pipe shall have design values of 60,000 p.s.i. minimum tensile strength, and 42,000 p.s.i. minimum yield strength.

Ductile iron pipe for water or service lines shall be used in any easement, right-of-way, between lots, or any instance where a building foundation or other permanent appurtenance is within 10' of the water or service line.

03. DUCTILE IRON FITTINGS Ductile iron fittings shall be C153 cement lined and suitable for the type and class of pipe to which connected. Gaskets shall be suitable for potable, domestic water service. Minimum working pressure shall be 150 p.s.i.

04. POLYVINYL CHLORIDE PIPE. Polyvinyl chloride pipe for water mains 4 inch through 24 inches in diameter, shall be DR18 (C900) Pressure Class 235 psi PVC 1120; water distribution mains above 24 inches in diameter shall be DR25 (C900) Pressure Class 165 PVC 1120, conforming to ASTM D-1784, D-2241, D-3139 and F-477, latest, and shall bear the seal of the National Sanitation Foundation. Pipe shall be color coded and marked on at least 1 (one) side with the word "WATER" at every 12" along the barrel of the pipe, with the lettering facing up. Couplings shall be rubber gasketed, push-on type conforming to ASTM D-2122.

All water pipe shall be blue in color.

05. STEEL CASING PIPE. Steel casing pipe shall be of size indicated on the Drawings and shall conform to ASTM A139, with a minimum yield strength of 35,000 p.s.i.

06. POLYVINYL CHLORIDE (PVC 1120, SCHEDULE 80) PIPE Polyvinyl Chloride Pipe shall conform to the requirements of ASTM D 1785. Fittings shall be suitable for type of installation required. All piping smaller than 4" shall be Schedule 80 PVC.

07. GATE VALVES AND BOXES. Gate valves shall be non-rising stem type and shall be suitable for a 200 p.s.i. non-shock working pressure. Gate valves shall be mechanical joint, flanged or screwed. Gate valves shall have a 2" operating nut and open left. Gate valves shall have joints suitable for the type of main on which installed. Valves shall be as described in the CCUA Material Manual.

08. WATER METER BOXES. See CCUA Approved Materials Manual for acceptable water meter boxes.

Developer shall be responsible for installation of meter boxes on all water services as part of the water main installation as per standards for water meter service details. All curb stops shall be adjusted to the proper elevation and shall be accessible for the installation of the water meter. The Contractor shall be required to open all boxes for the CCUA inspector at the final inspection. A treated 6'-6" fence post marker shall be painted blue for identification. Meter boxes shall not be placed in any sidewalk or driveway without approval of CCUA.

09. CURB STOPS. Curb stops shall be cast bronze, inverted key stop, roundway, with check, lock wing type, for locking in the closed position. See CCUA Approved Materials Manual for acceptable curb stops.

10. FIRE HYDRANTS. Fire hydrants shall be traffic type, 150 pound working pressure, AWWA Standard C502, latest revisions, with two 2 1/2" nozzles, one 4 1/2" nozzle and one 5 1/4" main valve. Fire hydrant shall be compression type with breakable coupling and bolts. Pipe connection shall be mechanical joint. Fire hydrants shall be painted silver, BLP Mobile Paints, Liquid Aluminum, 1151 alkyd weight 56.6% x volume 41.2% VOC 3.76 lb. per gallon with 1 1/2" penta nuts, opening left. See CCUA Approved Materials Manual for acceptable fire hydrants.

11. NEW CONNECTION TO EXISTING MAIN. New connection to existing main in service shall be accomplished by the "wet tap" method utilizing full circle stainless steel tapping sleeve and mechanical joint tapping valve. Tapping sleeve shall be rated at 200 p.s.i., non-shock working pressure conforming to AWWA Standard C110, latest revision. Stainless steel tapping sleeves shall be from those listed in CCUA approved material manual. Tapping valve shall be mechanical joint on one end and standard flanged joint on other end. Valve shall conform of these specifications.

12. FIRE LINES/MAINS. All fire lines or mains connecting to CCUA owned potable water main shall be installed by a State of Florida Licensed Fire Installation Contractor, and shall meet all requirements of the local Authority, State Fire Marshal, County Fire Marshal, and the National Fire Protection Association.

Work performed must meet all requirements of NFPA 24, Standard for the Installation of Private Fire Service Mains and Their Appurtenances.

12.1 The Fire Marshal shall have the right to deny acceptance or use of any fire line, installed and connected to a CCUA owned and maintained water main until such time that the Contractor installing the fire line can produce proof to the Fire Marshal that all paperwork, fees due, or close out documents have been satisfactorily prepared and approved by CCUA.

13. INSTALLATION. The minimum cover over top of potable water main shall be 36". All water lines and appurtenances shall be thoroughly cleaned of all foreign matter before being lowered into the trench and shall be kept clean during laying operations by means of plugs or other approved methods. All pipe shall be checked for defects before being lowered into the trench. Defective pipe shall not be used. Pipe found to be defective, after installation shall be removed and replaced with sound pipe at no additional expense to the Owner. The full length of each section of pipe shall rest solidly upon the pipe bed, with recesses excavated to accommodate the bells and joints. All pipe that has the grade or joint disturbed after laying shall be taken up and reinstalled. The pipe shall not be laid in water or when trench or weather conditions are unsuitable for the work. All joints shall be cleaned of all foreign matter before making the joint. Fittings at bends in the pipe shall be properly restrained with joint restrainers adequately sized to prevent movement and dislocating or blowing off when the line is under pressure. Service laterals shall terminate at the point as shown in the CCUA Standard Detail drawing.

14. STERILIZATION. After completion of construction and testing, the water system shall be sterilized with chlorine in accordance with AWWA Standard C651, latest, and State of Florida Department of Environmental Protection requirements before acceptance for domestic operation. The amount of chlorine applied shall be sufficient to provide a dosage of 50 parts per million or more. The chlorine solution shall remain in the new pipe system for a period of at least 24 hours, during which time every valve in the new pipe system shall be opened and closed several times to assure contact with every surface of the system.

After completion of sterilization procedures, the system shall be flushed using chlorinated water from a domestic water source having a chlorine residual of at least 1 part per million. The Contractor shall obtain all bacteriological clearances as required by the Florida Department of Environmental Protection. After bacteriological clearances, the pressure in the main shall not drop below 20 p.s.i. Clearance report to be submitted to the Engineer and CCUA Inspector. The Contractor should be aware that there is a timing maximum related to bacteriological clearance of the main, completion of as-built drawings and Engineer / CCUA completion of Certificate of Completion. In any project where the bacteriological clearances are greater than 60 days old at the time of submittal of Certificate of Completion to FDEP, the Contractor may be required to pull more samples and obtain more bacteriological clearances. Prior to introducing the chlorine solution, the lines shall be thoroughly flushed with clean water utilizing full pipe diameter flushing for pipe up to and including 8" diameter.