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PHONE: (386) 671-8800 FAX: (386) 671-8805

125 BASIN ST., STE. 130 DAYTONA BEACH FLORIDA 32114

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SHANNON PONITZ UTILITIES DIRECTOR

THE CITY OF DAYTONA BEACH

TOMOKA FARMS ROAD & BELLEVUE AVENUE

UTILITIES PROJECT NO. VC-5925

DRAWING INDEX

DESCRIPTIONSHEET No.

COVER SHEET & INDEX

GENERAL NOTES

CONSTRUCTION DETAILS STORMWATER

COMPONENTS OF THE

POTABLE WATER

UTILITY CONTRACT PLAN SET

GOVERNING STANDARDS AND SPECIFICATIONS:

CITY OF DAYTONA BEACH UTILITIES DEPARTMENT STANDARD DETAILS, LATEST EDITION

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION

MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND

MAINTENANCE FOR STREETS AND HIGHWAYS, LATEST EDITION

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS, LATEST EDITION

END PROJECT

CITY MANAGER

Deric C. Feacher

UTILITIES DIRECTOR

Shannon Ponitz

BEGIN PROJECT

THE CITY OF DAYTONA BEACH

UTILITIES DEPARTMENT

ENGINEERING DIVISION

STA: 456+27.41

STA: 406+54.38

LOCATION MAP

LENGTH OF PROJECT - 0.06 MILES

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12-INCH WATERMAIN REALIGNMENT

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Y 1L

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F NA BEACH

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POR

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D

TY OIC

TH

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F NA BEACH

OTAY

N

CONSTRUCTION NOTES POTABLE WATER

4 - 6

CONSTRUCTION DETAILS POTABLE WATER

CONSTRUCTION AS-BUILT SPECIFICATIONS

WATERMAIN INSTALLATION PLAN & PROFILES

9 - 10

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UTILITIES DEPARTMENT

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THE CITY OF DAYTONA BEACH

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MEB

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JMP

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VC-5925

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10/2026 REV

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MEB

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JMP

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NA

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NA

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TOMOKA FARMS & BELLEVUE

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PROJECT NO VC-5925

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FJO

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REMEDIATED SCALE ISSUE ON DWGS

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PHONE: (386) 671-8800 FAX: (386) 671-8805

125 BASIN ST., SUITE 130 DAYTONA BEACH FLORIDA 32124

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1. ALL CONSTRUCTION, DRAINAGE STRUCTURES AND OTHER SITE IMPROVEMENTS ALL CONSTRUCTION, DRAINAGE STRUCTURES AND OTHER SITE IMPROVEMENTS CONSTRUCTION, DRAINAGE STRUCTURES AND OTHER SITE IMPROVEMENTS CONSTRUCTION, DRAINAGE STRUCTURES AND OTHER SITE IMPROVEMENTS DRAINAGE STRUCTURES AND OTHER SITE IMPROVEMENTS DRAINAGE STRUCTURES AND OTHER SITE IMPROVEMENTS STRUCTURES AND OTHER SITE IMPROVEMENTS STRUCTURES AND OTHER SITE IMPROVEMENTS AND OTHER SITE IMPROVEMENTS AND OTHER SITE IMPROVEMENTS OTHER SITE IMPROVEMENTS OTHER SITE IMPROVEMENTS SITE IMPROVEMENTS SITE IMPROVEMENTS IMPROVEMENTS IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA WITH THE LATEST EDITIONS OF FLORIDA WITH THE LATEST EDITIONS OF FLORIDA THE LATEST EDITIONS OF FLORIDA THE LATEST EDITIONS OF FLORIDA LATEST EDITIONS OF FLORIDA LATEST EDITIONS OF FLORIDA EDITIONS OF FLORIDA EDITIONS OF FLORIDA OF FLORIDA OF FLORIDA FLORIDA FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS FOR OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS FOR OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS FOR TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS FOR TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS FOR STANDARD PLANS AND SPECIFICATIONS FOR STANDARD PLANS AND SPECIFICATIONS FOR PLANS AND SPECIFICATIONS FOR PLANS AND SPECIFICATIONS FOR AND SPECIFICATIONS FOR AND SPECIFICATIONS FOR SPECIFICATIONS FOR SPECIFICATIONS FOR FOR FOR ROAD AND BRIDGE CONSTRUCTION OR THE CITY'S LAND DEVELOPMENT CODE AND BRIDGE CONSTRUCTION OR THE CITY'S LAND DEVELOPMENT CODE AND BRIDGE CONSTRUCTION OR THE CITY'S LAND DEVELOPMENT CODE BRIDGE CONSTRUCTION OR THE CITY'S LAND DEVELOPMENT CODE BRIDGE CONSTRUCTION OR THE CITY'S LAND DEVELOPMENT CODE CONSTRUCTION OR THE CITY'S LAND DEVELOPMENT CODE CONSTRUCTION OR THE CITY'S LAND DEVELOPMENT CODE OR THE CITY'S LAND DEVELOPMENT CODE OR THE CITY'S LAND DEVELOPMENT CODE THE CITY'S LAND DEVELOPMENT CODE THE CITY'S LAND DEVELOPMENT CODE CITY'S LAND DEVELOPMENT CODE CITY'S LAND DEVELOPMENT CODE LAND DEVELOPMENT CODE LAND DEVELOPMENT CODE DEVELOPMENT CODE DEVELOPMENT CODE CODE CODE REQUIREMENTS, STANDARD CONSTRUCTION DETAILS & STANDARD SPECIFICATIONS, STANDARD CONSTRUCTION DETAILS & STANDARD SPECIFICATIONS, STANDARD CONSTRUCTION DETAILS & STANDARD SPECIFICATIONS, CONSTRUCTION DETAILS & STANDARD SPECIFICATIONS, CONSTRUCTION DETAILS & STANDARD SPECIFICATIONS, DETAILS & STANDARD SPECIFICATIONS, DETAILS & STANDARD SPECIFICATIONS, & STANDARD SPECIFICATIONS, & STANDARD SPECIFICATIONS, STANDARD SPECIFICATIONS, STANDARD SPECIFICATIONS, SPECIFICATIONS, SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 2. ALL STATIONS AND OFFSETS REFER TO CENTERLINE CONSTRUCTION UNLESS ALL STATIONS AND OFFSETS REFER TO CENTERLINE CONSTRUCTION UNLESS STATIONS AND OFFSETS REFER TO CENTERLINE CONSTRUCTION UNLESS STATIONS AND OFFSETS REFER TO CENTERLINE CONSTRUCTION UNLESS AND OFFSETS REFER TO CENTERLINE CONSTRUCTION UNLESS AND OFFSETS REFER TO CENTERLINE CONSTRUCTION UNLESS OFFSETS REFER TO CENTERLINE CONSTRUCTION UNLESS OFFSETS REFER TO CENTERLINE CONSTRUCTION UNLESS REFER TO CENTERLINE CONSTRUCTION UNLESS REFER TO CENTERLINE CONSTRUCTION UNLESS TO CENTERLINE CONSTRUCTION UNLESS TO CENTERLINE CONSTRUCTION UNLESS CENTERLINE CONSTRUCTION UNLESS CENTERLINE CONSTRUCTION UNLESS CONSTRUCTION UNLESS CONSTRUCTION UNLESS UNLESS UNLESS OTHERWISE NOTED IN PLANS. 3. ALL UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE SITE CONTRACTOR(S) ALL UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE SITE CONTRACTOR(S) UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE SITE CONTRACTOR(S) UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE SITE CONTRACTOR(S) UTILITIES SHALL BE VERIFIED BY THE SITE CONTRACTOR(S) UTILITIES SHALL BE VERIFIED BY THE SITE CONTRACTOR(S) SHALL BE VERIFIED BY THE SITE CONTRACTOR(S) SHALL BE VERIFIED BY THE SITE CONTRACTOR(S) BE VERIFIED BY THE SITE CONTRACTOR(S) BE VERIFIED BY THE SITE CONTRACTOR(S) VERIFIED BY THE SITE CONTRACTOR(S) VERIFIED BY THE SITE CONTRACTOR(S) BY THE SITE CONTRACTOR(S) BY THE SITE CONTRACTOR(S) THE SITE CONTRACTOR(S) THE SITE CONTRACTOR(S) SITE CONTRACTOR(S) SITE CONTRACTOR(S) CONTRACTOR(S) CONTRACTOR(S) PRIOR TO ANY SITE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE TO ANY SITE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE TO ANY SITE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE ANY SITE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE ANY SITE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE SITE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE SITE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE WORK COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE COMMENCING. IF ANY CONFLICTS OCCUR BETWEEN THE IF ANY CONFLICTS OCCUR BETWEEN THE IF ANY CONFLICTS OCCUR BETWEEN THE ANY CONFLICTS OCCUR BETWEEN THE ANY CONFLICTS OCCUR BETWEEN THE CONFLICTS OCCUR BETWEEN THE CONFLICTS OCCUR BETWEEN THE OCCUR BETWEEN THE OCCUR BETWEEN THE BETWEEN THE BETWEEN THE THE THE FIELD CONDITIONS AND THE APPROVED SET OF PLANS WITH ANY CITY OWNED OR CONDITIONS AND THE APPROVED SET OF PLANS WITH ANY CITY OWNED OR CONDITIONS AND THE APPROVED SET OF PLANS WITH ANY CITY OWNED OR AND THE APPROVED SET OF PLANS WITH ANY CITY OWNED OR AND THE APPROVED SET OF PLANS WITH ANY CITY OWNED OR THE APPROVED SET OF PLANS WITH ANY CITY OWNED OR THE APPROVED SET OF PLANS WITH ANY CITY OWNED OR APPROVED SET OF PLANS WITH ANY CITY OWNED OR APPROVED SET OF PLANS WITH ANY CITY OWNED OR SET OF PLANS WITH ANY CITY OWNED OR SET OF PLANS WITH ANY CITY OWNED OR OF PLANS WITH ANY CITY OWNED OR OF PLANS WITH ANY CITY OWNED OR PLANS WITH ANY CITY OWNED OR PLANS WITH ANY CITY OWNED OR WITH ANY CITY OWNED OR WITH ANY CITY OWNED OR ANY CITY OWNED OR ANY CITY OWNED OR CITY OWNED OR CITY OWNED OR OWNED OR OWNED OR OR OR CITY MAINTAINED UTILITIES IT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT MAINTAINED UTILITIES IT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT MAINTAINED UTILITIES IT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT UTILITIES IT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT UTILITIES IT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT IT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT IT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT IS THE CONTRACTORS RESPONSIBILITY TO REACH OUT THE CONTRACTORS RESPONSIBILITY TO REACH OUT THE CONTRACTORS RESPONSIBILITY TO REACH OUT CONTRACTORS RESPONSIBILITY TO REACH OUT CONTRACTORS RESPONSIBILITY TO REACH OUT RESPONSIBILITY TO REACH OUT RESPONSIBILITY TO REACH OUT TO REACH OUT TO REACH OUT REACH OUT REACH OUT OUT OUT TO THE UTILITIES DEPARTMENT IMMEDIATELY TO RESOLVE THE CONFLICT(S) 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO SHALL NOTIFY ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO SHALL NOTIFY ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO NOTIFY ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO NOTIFY ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO ALL UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO UTILITY OWNERS 2 BUSINESS DAYS PRIOR TO OWNERS 2 BUSINESS DAYS PRIOR TO OWNERS 2 BUSINESS DAYS PRIOR TO 2 BUSINESS DAYS PRIOR TO 2 BUSINESS DAYS PRIOR TO BUSINESS DAYS PRIOR TO BUSINESS DAYS PRIOR TO DAYS PRIOR TO DAYS PRIOR TO PRIOR TO PRIOR TO TO TO ANY EXCAVATION. (CALL 811)

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5. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE WITHIN THE LIMITS OF CONSTRUCTION IS TO BE WITHIN THE LIMITS OF CONSTRUCTION IS TO BE THE LIMITS OF CONSTRUCTION IS TO BE THE LIMITS OF CONSTRUCTION IS TO BE LIMITS OF CONSTRUCTION IS TO BE LIMITS OF CONSTRUCTION IS TO BE OF CONSTRUCTION IS TO BE OF CONSTRUCTION IS TO BE CONSTRUCTION IS TO BE CONSTRUCTION IS TO BE IS TO BE IS TO BE TO BE TO BE BE BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND MONUMENT IS IN DANGER OF BEING DESTROYED AND MONUMENT IS IN DANGER OF BEING DESTROYED AND IS IN DANGER OF BEING DESTROYED AND IS IN DANGER OF BEING DESTROYED AND IN DANGER OF BEING DESTROYED AND IN DANGER OF BEING DESTROYED AND DANGER OF BEING DESTROYED AND DANGER OF BEING DESTROYED AND OF BEING DESTROYED AND OF BEING DESTROYED AND BEING DESTROYED AND BEING DESTROYED AND DESTROYED AND DESTROYED AND AND AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY NOT BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY NOT BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY REFERENCED, THE PROJECT ENGINEER SHOULD NOTIFY THE PROJECT ENGINEER SHOULD NOTIFY THE PROJECT ENGINEER SHOULD NOTIFY PROJECT ENGINEER SHOULD NOTIFY PROJECT ENGINEER SHOULD NOTIFY ENGINEER SHOULD NOTIFY ENGINEER SHOULD NOTIFY SHOULD NOTIFY SHOULD NOTIFY NOTIFY NOTIFY THE PROJECT MANAGER WITHOUT DELAY BY TELEPHONE. IT SHALL BE THE PROJECT MANAGER WITHOUT DELAY BY TELEPHONE. IT SHALL BE THE PROJECT MANAGER WITHOUT DELAY BY TELEPHONE. IT SHALL BE THE MANAGER WITHOUT DELAY BY TELEPHONE. IT SHALL BE THE MANAGER WITHOUT DELAY BY TELEPHONE. IT SHALL BE THE WITHOUT DELAY BY TELEPHONE. IT SHALL BE THE WITHOUT DELAY BY TELEPHONE. IT SHALL BE THE DELAY BY TELEPHONE. IT SHALL BE THE DELAY BY TELEPHONE. IT SHALL BE THE BY TELEPHONE. IT SHALL BE THE BY TELEPHONE. IT SHALL BE THE TELEPHONE. IT SHALL BE THE TELEPHONE. IT SHALL BE THE IT SHALL BE THE IT SHALL BE THE SHALL BE THE SHALL BE THE BE THE BE THE THE THE CONTRACTOR'S FULL RESPONSIBILITY TO REPLACE/RESTORE ANY PROPERTY FULL RESPONSIBILITY TO REPLACE/RESTORE ANY PROPERTY FULL RESPONSIBILITY TO REPLACE/RESTORE ANY PROPERTY RESPONSIBILITY TO REPLACE/RESTORE ANY PROPERTY RESPONSIBILITY TO REPLACE/RESTORE ANY PROPERTY TO REPLACE/RESTORE ANY PROPERTY TO REPLACE/RESTORE ANY PROPERTY REPLACE/RESTORE ANY PROPERTY REPLACE/RESTORE ANY PROPERTY ANY PROPERTY ANY PROPERTY PROPERTY PROPERTY CORNER DISTURBED BY CONSTRUCTION ACTIVITIES. 6. SIGNS SHALL BE RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION SIGNS SHALL BE RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION SHALL BE RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION SHALL BE RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION BE RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION BE RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION RELOCATED IN EQUAL OR BETTER THAN PRE-CONSTRUCTION IN EQUAL OR BETTER THAN PRE-CONSTRUCTION IN EQUAL OR BETTER THAN PRE-CONSTRUCTION EQUAL OR BETTER THAN PRE-CONSTRUCTION EQUAL OR BETTER THAN PRE-CONSTRUCTION OR BETTER THAN PRE-CONSTRUCTION OR BETTER THAN PRE-CONSTRUCTION BETTER THAN PRE-CONSTRUCTION BETTER THAN PRE-CONSTRUCTION THAN PRE-CONSTRUCTION THAN PRE-CONSTRUCTION PRE-CONSTRUCTION PRE-CONSTRUCTION CONDITION AT THEIR EXISTING STATION ACCORDING TO F.D.O.T. ROADWAY AND AT THEIR EXISTING STATION ACCORDING TO F.D.O.T. ROADWAY AND AT THEIR EXISTING STATION ACCORDING TO F.D.O.T. ROADWAY AND THEIR EXISTING STATION ACCORDING TO F.D.O.T. ROADWAY AND THEIR EXISTING STATION ACCORDING TO F.D.O.T. ROADWAY AND EXISTING STATION ACCORDING TO F.D.O.T. ROADWAY AND EXISTING STATION ACCORDING TO F.D.O.T. ROADWAY AND STATION ACCORDING TO F.D.O.T. ROADWAY AND STATION ACCORDING TO F.D.O.T. ROADWAY AND ACCORDING TO F.D.O.T. ROADWAY AND ACCORDING TO F.D.O.T. ROADWAY AND TO F.D.O.T. ROADWAY AND TO F.D.O.T. ROADWAY AND F.D.O.T. ROADWAY AND F.D.O.T. ROADWAY AND ROADWAY AND ROADWAY AND AND AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). 7. SIGNS SHALL BE STOCK PILED BY THE CONTRACTOR, ANY EXISTING SIGNS SIGNS SHALL BE STOCK PILED BY THE CONTRACTOR, ANY EXISTING SIGNS SHALL BE STOCK PILED BY THE CONTRACTOR, ANY EXISTING SIGNS SHALL BE STOCK PILED BY THE CONTRACTOR, ANY EXISTING SIGNS BE STOCK PILED BY THE CONTRACTOR, ANY EXISTING SIGNS BE STOCK PILED BY THE CONTRACTOR, ANY EXISTING SIGNS STOCK PILED BY THE CONTRACTOR, ANY EXISTING SIGNS STOCK PILED BY THE CONTRACTOR, ANY EXISTING SIGNS PILED BY THE CONTRACTOR, ANY EXISTING SIGNS PILED BY THE CONTRACTOR, ANY EXISTING SIGNS BY THE CONTRACTOR, ANY EXISTING SIGNS BY THE CONTRACTOR, ANY EXISTING SIGNS THE CONTRACTOR, ANY EXISTING SIGNS THE CONTRACTOR, ANY EXISTING SIGNS CONTRACTOR, ANY EXISTING SIGNS CONTRACTOR, ANY EXISTING SIGNS ANY EXISTING SIGNS ANY EXISTING SIGNS EXISTING SIGNS EXISTING SIGNS SIGNS SIGNS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT SHALL BE REPLACED BY THE CONTRACTOR AT SHALL BE REPLACED BY THE CONTRACTOR AT BE REPLACED BY THE CONTRACTOR AT BE REPLACED BY THE CONTRACTOR AT REPLACED BY THE CONTRACTOR AT REPLACED BY THE CONTRACTOR AT BY THE CONTRACTOR AT BY THE CONTRACTOR AT THE CONTRACTOR AT THE CONTRACTOR AT CONTRACTOR AT CONTRACTOR AT AT AT THE CONTRACTORS COST. 8. ALL EXISTING DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION ALL EXISTING DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION ALL EXISTING DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION EXISTING DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION EXISTING DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION DRAINAGE STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION STRUCTURES AND UTILITIES WITHIN THE CONSTRUCTION AND UTILITIES WITHIN THE CONSTRUCTION AND UTILITIES WITHIN THE CONSTRUCTION UTILITIES WITHIN THE CONSTRUCTION UTILITIES WITHIN THE CONSTRUCTION WITHIN THE CONSTRUCTION WITHIN THE CONSTRUCTION THE CONSTRUCTION THE CONSTRUCTION CONSTRUCTION CONSTRUCTION LIMITS SHALL REMAIN, UNLESS OTHERWISE NOTED IN PLANS.

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15. ALL DELINEATED WETLAND AREAS SHALL BE STAKED AND FENCED WITH TYPE III SILT FENCING PRIOR TO CONSTRUCTION. FENCING SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION IS COMPLETED. CONSTRUCTION IS COMPLETED. 16. THE EROSION, SEDIMENT, AND TURBIDITY CONTROL MEASURES DELINEATED ARE THE MINIMUM REQUIRED. ADDITIONAL EROSION CONTROLS MAY BE NEEDED, DEPENDING UPON THE ACTUAL SITE CONDITIONS, JURISDICTIONAL AGENCY PERMIT REQUIREMENTS AND CONSTRUCTION OPERATIONS. ADDITIONAL CONTROL MEASURES MAYBE REQUIRED ON SITE DEPENDING UPON ANY UNFORESEEN FIELD ISSUES THAT OCCUR DURING CONSTRUCTION.

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24. EXISTING DRIVEWAYS WITHIN THE LIMITS OF THIS PROJECT ARE TO BE REPLACED AT THE SAME LOCATION AND WIDTH WITH THE SAME TYPE OF MATERIAL, UNLESS THE SAME LOCATION AND WIDTH WITH THE SAME TYPE OF MATERIAL, UNLESS OTHERWISE SHOWN IN THE PLANS. CONTRACTOR SHALL MAINTAIN ACCESS TO PROPERTY. 25. MAINTENANCE OF TRAFFIC: THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC SAFELY THROUGH THE WORK ZONE AT ALL TIMES. FDOT STANDARD INDEX 102 SERIES SHALL BE APPLIED AS A MINIMUM STANDARD. ANY SIDEWALK, LANE OR ROAD CLOSURE REQUIRES REVIEW AND APPROVAL IN ADVANCE AND A SEVEN (7) DAY MINIMUM NOTICE TO CITY OF DAYTONA BEACH TRAFFIC OPERATIONS AND CITY OF DAYTONA BEACH'S INFORMATION OFFICER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM THE CITY OF DAYTONA BEACH PUBLIC WORKS DEPARTMENT FOR AN APPROVED MAINTENANCE OF TRAFFIC PLAN. 26. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NDPES STORMWATER THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NDPES STORMWATER PERMIT 48 HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES PER FDEP REQUIREMENTS. 27. THE CONTRACTOR SHALL PROVIDE A DETAILED DEWATERING PLAN FOR REVIEW AND APPROVAL PRIOR TO WORK COMMENCING ALONG THE FORCE MAIN ROUTE. 28. THE CONTRACTOR SHALL REPLACE ALL DISTURBED AREAS IN KIND AND INSTALL SOD (SEED & MULCH) PER THE CITY DETAIL, SEE THE CONSTRUCTION DETAILS IN THIS SET FOR THE SPECIFIC SODDING OR SEED & MULCH CITY DETAIL. 29. THE CONTRACTOR WILL CALL IN UTILITY LOCATES PRIOR TO ANY COMMENCEMENT OF CONSTRUCTION ACTIVITIES. IF THERE ARE ANY CONFLICTS WITH THE PROPOSED PROJECT, THE CONTRACTOR SHALL REACH OUT AND INFORM THE CITY OF THESE CONFLICTS.

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23. ACCESS TO SIDE ROADS MUST BE PROVIDED AT ALL TIMES. TEMPORARY CONNECTIONS SHALL BE PROVIDED AT INTERSECTIONS AS DIRECTED BY THE CITY'S REPRESENTATIVE. EXISTING SIDE ROAD SIGNING IS TO REMAIN OR BE ADJUSTED AS REQUIRED DURING EACH CONSTRUCTION PHASE TO MAINTAIN CONTROL OF SIDE ROAD TRAFFIC. LOCAL RESIDENTS AND BUSINESSES WITHIN THE AREA OF CONSTRUCTION SHALL BE GIVEN REASONABLE ACCESS TO THEIR PROPERTY DURING ALL PHASES OF CONSTRUCTION.

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21. DRIVEWAYS OR CITY APPROVED ALTERNATIVE ONSITE ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. 22. MAINTENANCE OF TRAFFIC WILL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" AND "THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS" LATEST EDITIONS.

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19. ALL EROSION AND SEDIMENT TRACKING CONTROL DEVICES SHALL BE INSPECTED DAILY AND IMMEDIATELY FOLLOWING A RAINFALL EVENT PER NPDES STORMWATER PERMITTING REQUIREMENTS. ANY DEFICIENCES FOUND IN THE EROSION CONTROL MEASURES SHALL BE REPAIRED IMMEDIATELY. THE CONTRACTOR SHALL KEEP A LOG BOOK DOCUMENTING THESE DAILY INSPECTIONS, DEFICIENCIES AND REMEDIAL ACTIONS. 20. LIMITS OF SILT FENCE ARE APPROXIMATE AND ARE TO BE ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS DIRECTED BY THE ENGINEER.

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17. STAKED SILT FENCE SHALL BE UTILIZED TO CONTROL EROSION AND RELEASE OF SUSPENDED SOLIDS AND SEDIMENT. TRACKING CONTROL DEVICES SHALL BE USED TO PREVENT THE OFFSITE TRANSPORT OF SEDIMENT BY MOTORIZED VEHICLES. IF CONTROL MEASURES DO NOT PROVE SATISFACTORY, WORK SHALL CEASE UNTIL NEW MEASURES ARE ADOPTED WITH SATISFACTORY RESULTS, AS PER FDOT REQUIREMENTS. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS THE REQUIREMENTS OF ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND E.P.A. (NPDES), CONTRACTOR SHALL ESTABLISH BEST MANAGEMENT PRACTICES AND EROSION CONTROL METHODS PRIOR TO COMMENCING ANY SITE CLEARING OR DEMOLITION AND SHALL MAINTAIN THOSE BARRIERS UNTIL FINAL ACCEPTANCE OF THE PROJECT.

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13. ALL UNSUITABLE SOILS AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, ALL UNSUITABLE SOILS AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, UNSUITABLE SOILS AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, UNSUITABLE SOILS AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, SOILS AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, SOILS AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, AND UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, UNSUITABLE MATERIALS (SUCH AS CLAY, ORGANICS, MATERIALS (SUCH AS CLAY, ORGANICS, MATERIALS (SUCH AS CLAY, ORGANICS, (SUCH AS CLAY, ORGANICS, (SUCH AS CLAY, ORGANICS, AS CLAY, ORGANICS, AS CLAY, ORGANICS, CLAY, ORGANICS, CLAY, ORGANICS, ORGANICS, ORGANICS, ROCK, CEMENTED COQUINA, DEBRIS, ETC.) SHALL BE REMOVED, DISPOSED OF AND REPLACED WITH DRY COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE REPLACED WITH DRY COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE REPLACED WITH DRY COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE WITH DRY COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE WITH DRY COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE DRY COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE DRY COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE COMPACTED GRANULAR MATERIAL SATISFACTORY TO THE GRANULAR MATERIAL SATISFACTORY TO THE GRANULAR MATERIAL SATISFACTORY TO THE MATERIAL SATISFACTORY TO THE MATERIAL SATISFACTORY TO THE SATISFACTORY TO THE SATISFACTORY TO THE TO THE TO THE THE THE CITY. THE COST OF ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT THE COST OF ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT THE COST OF ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT THE COST OF ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT COST OF ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT COST OF ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT OF ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT OF ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT ALL WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT WORK AND MATERIALS IS TO BE INCLUDED IN THE UNIT AND MATERIALS IS TO BE INCLUDED IN THE UNIT AND MATERIALS IS TO BE INCLUDED IN THE UNIT MATERIALS IS TO BE INCLUDED IN THE UNIT MATERIALS IS TO BE INCLUDED IN THE UNIT IS TO BE INCLUDED IN THE UNIT IS TO BE INCLUDED IN THE UNIT TO BE INCLUDED IN THE UNIT TO BE INCLUDED IN THE UNIT BE INCLUDED IN THE UNIT BE INCLUDED IN THE UNIT INCLUDED IN THE UNIT INCLUDED IN THE UNIT IN THE UNIT IN THE UNIT THE UNIT THE UNIT UNIT UNIT PRICE OF THE ASSOCIATED CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN OF THE ASSOCIATED CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN OF THE ASSOCIATED CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN THE ASSOCIATED CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN THE ASSOCIATED CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN ASSOCIATED CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN ASSOCIATED CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN CONSTRUCTION ITEMS UNLESS OTHERWISE SHOWN IN ITEMS UNLESS OTHERWISE SHOWN IN ITEMS UNLESS OTHERWISE SHOWN IN UNLESS OTHERWISE SHOWN IN UNLESS OTHERWISE SHOWN IN OTHERWISE SHOWN IN OTHERWISE SHOWN IN SHOWN IN SHOWN IN IN IN THE PLANS. 14. NO ALTERNATE PIPE OR PAVEMENT MATERIAL WILL BE ALLOWED UNLESS NO ALTERNATE PIPE OR PAVEMENT MATERIAL WILL BE ALLOWED UNLESS OTHERWISE NOTED IN PLANS AND ACCEPTED BY THE CITY PROJECT MANAGER IN NOTED IN PLANS AND ACCEPTED BY THE CITY PROJECT MANAGER IN NOTED IN PLANS AND ACCEPTED BY THE CITY PROJECT MANAGER IN IN PLANS AND ACCEPTED BY THE CITY PROJECT MANAGER IN IN PLANS AND ACCEPTED BY THE CITY PROJECT MANAGER IN PLANS AND ACCEPTED BY THE CITY PROJECT MANAGER IN PLANS AND ACCEPTED BY THE CITY PROJECT MANAGER IN AND ACCEPTED BY THE CITY PROJECT MANAGER IN AND ACCEPTED BY THE CITY PROJECT MANAGER IN ACCEPTED BY THE CITY PROJECT MANAGER IN ACCEPTED BY THE CITY PROJECT MANAGER IN BY THE CITY PROJECT MANAGER IN BY THE CITY PROJECT MANAGER IN THE CITY PROJECT MANAGER IN THE CITY PROJECT MANAGER IN CITY PROJECT MANAGER IN CITY PROJECT MANAGER IN PROJECT MANAGER IN PROJECT MANAGER IN MANAGER IN MANAGER IN IN IN WRITING.

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30. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE SHALL BE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE SHALL BE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE BE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE BE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE IN ACCORDANCE WITH ALL REQUIRED PERMITS, THE ACCORDANCE WITH ALL REQUIRED PERMITS, THE ACCORDANCE WITH ALL REQUIRED PERMITS, THE WITH ALL REQUIRED PERMITS, THE WITH ALL REQUIRED PERMITS, THE ALL REQUIRED PERMITS, THE ALL REQUIRED PERMITS, THE REQUIRED PERMITS, THE REQUIRED PERMITS, THE PERMITS, THE PERMITS, THE THE THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL RELEVANT PERMITS AND SHALL MAINTAIN COPIES OF ALL RELEVANT PERMITS AND SHALL MAINTAIN COPIES OF ALL RELEVANT PERMITS AND MAINTAIN COPIES OF ALL RELEVANT PERMITS AND MAINTAIN COPIES OF ALL RELEVANT PERMITS AND COPIES OF ALL RELEVANT PERMITS AND COPIES OF ALL RELEVANT PERMITS AND OF ALL RELEVANT PERMITS AND OF ALL RELEVANT PERMITS AND ALL RELEVANT PERMITS AND ALL RELEVANT PERMITS AND RELEVANT PERMITS AND RELEVANT PERMITS AND PERMITS AND PERMITS AND AND AND CONSTRUCTION DOCUMENTS AVAILABLE ON THE JOB SITE AT ALL TIMES. 31. CONTRACTOR TO MAINTAIN THE SITE IN A SAFE AND SECURE MANNER TO CONTRACTOR TO MAINTAIN THE SITE IN A SAFE AND SECURE MANNER TO CONTRACTOR TO MAINTAIN THE SITE IN A SAFE AND SECURE MANNER TO TO MAINTAIN THE SITE IN A SAFE AND SECURE MANNER TO TO MAINTAIN THE SITE IN A SAFE AND SECURE MANNER TO MAINTAIN THE SITE IN A SAFE AND SECURE MANNER TO MAINTAIN THE SITE IN A SAFE AND SECURE MANNER TO THE SITE IN A SAFE AND SECURE MANNER TO THE SITE IN A SAFE AND SECURE MANNER TO SITE IN A SAFE AND SECURE MANNER TO SITE IN A SAFE AND SECURE MANNER TO IN A SAFE AND SECURE MANNER TO IN A SAFE AND SECURE MANNER TO A SAFE AND SECURE MANNER TO A SAFE AND SECURE MANNER TO SAFE AND SECURE MANNER TO SAFE AND SECURE MANNER TO AND SECURE MANNER TO AND SECURE MANNER TO SECURE MANNER TO SECURE MANNER TO MANNER TO MANNER TO TO TO PROTECT PUBLIC SAFETY AND THE CONDITIONS OF THE IMPROVEMENTS. 32. THE CONTRACTOR SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL THE CONTRACTOR SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL THE CONTRACTOR SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL CONTRACTOR SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL CONTRACTOR SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF ALL AT THE JOB SITE, A RECORD COPY OF ALL AT THE JOB SITE, A RECORD COPY OF ALL THE JOB SITE, A RECORD COPY OF ALL THE JOB SITE, A RECORD COPY OF ALL JOB SITE, A RECORD COPY OF ALL JOB SITE, A RECORD COPY OF ALL SITE, A RECORD COPY OF ALL SITE, A RECORD COPY OF ALL A RECORD COPY OF ALL A RECORD COPY OF ALL RECORD COPY OF ALL RECORD COPY OF ALL COPY OF ALL COPY OF ALL OF ALL OF ALL ALL ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS ON WHICH ALL FIELD CHANGES DRAWINGS AND SPECIFICATIONS ON WHICH ALL FIELD CHANGES DRAWINGS AND SPECIFICATIONS ON WHICH ALL FIELD CHANGES AND SPECIFICATIONS ON WHICH ALL FIELD CHANGES AND SPECIFICATIONS ON WHICH ALL FIELD CHANGES SPECIFICATIONS ON WHICH ALL FIELD CHANGES SPECIFICATIONS ON WHICH ALL FIELD CHANGES ON WHICH ALL FIELD CHANGES ON WHICH ALL FIELD CHANGES WHICH ALL FIELD CHANGES WHICH ALL FIELD CHANGES ALL FIELD CHANGES ALL FIELD CHANGES FIELD CHANGES FIELD CHANGES CHANGES CHANGES ARE TO BE SHOWN. THESE CHANGES ARE TO BE INCORPORATED IN THE TO BE SHOWN. THESE CHANGES ARE TO BE INCORPORATED IN THE TO BE SHOWN. THESE CHANGES ARE TO BE INCORPORATED IN THE BE SHOWN. THESE CHANGES ARE TO BE INCORPORATED IN THE BE SHOWN. THESE CHANGES ARE TO BE INCORPORATED IN THE SHOWN. THESE CHANGES ARE TO BE INCORPORATED IN THE SHOWN. THESE CHANGES ARE TO BE INCORPORATED IN THE THESE CHANGES ARE TO BE INCORPORATED IN THE THESE CHANGES ARE TO BE INCORPORATED IN THE CHANGES ARE TO BE INCORPORATED IN THE CHANGES ARE TO BE INCORPORATED IN THE ARE TO BE INCORPORATED IN THE ARE TO BE INCORPORATED IN THE TO BE INCORPORATED IN THE TO BE INCORPORATED IN THE BE INCORPORATED IN THE BE INCORPORATED IN THE INCORPORATED IN THE INCORPORATED IN THE IN THE IN THE THE THE "AS-BUILT" SURVEY FURNISHED TO THE ENGINEER. 33. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AN OF THE CONTRACTOR TO PROVIDE AN OF THE CONTRACTOR TO PROVIDE AN THE CONTRACTOR TO PROVIDE AN THE CONTRACTOR TO PROVIDE AN CONTRACTOR TO PROVIDE AN CONTRACTOR TO PROVIDE AN TO PROVIDE AN TO PROVIDE AN PROVIDE AN PROVIDE AN AN AN "AS-BUILT" SURVEY. THE SURVEY SHALL BE PREPARED IN ACCORDANCE WITH SURVEY. THE SURVEY SHALL BE PREPARED IN ACCORDANCE WITH SURVEY. THE SURVEY SHALL BE PREPARED IN ACCORDANCE WITH THE SURVEY SHALL BE PREPARED IN ACCORDANCE WITH THE SURVEY SHALL BE PREPARED IN ACCORDANCE WITH SURVEY SHALL BE PREPARED IN ACCORDANCE WITH SURVEY SHALL BE PREPARED IN ACCORDANCE WITH SHALL BE PREPARED IN ACCORDANCE WITH SHALL BE PREPARED IN ACCORDANCE WITH BE PREPARED IN ACCORDANCE WITH BE PREPARED IN ACCORDANCE WITH PREPARED IN ACCORDANCE WITH PREPARED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH APPROPRIATE GOVERNMENTAL REGULATIONS, BE PREPARED ON THE GOVERNMENTAL REGULATIONS, BE PREPARED ON THE GOVERNMENTAL REGULATIONS, BE PREPARED ON THE REGULATIONS, BE PREPARED ON THE REGULATIONS, BE PREPARED ON THE BE PREPARED ON THE BE PREPARED ON THE PREPARED ON THE PREPARED ON THE ON THE ON THE THE THE DESIGN/PERMITTED PLANS. ELECTRONIC AUTOCAD AND PDF COPIES OF THE PLANS. ELECTRONIC AUTOCAD AND PDF COPIES OF THE PLANS. ELECTRONIC AUTOCAD AND PDF COPIES OF THE ELECTRONIC AUTOCAD AND PDF COPIES OF THE ELECTRONIC AUTOCAD AND PDF COPIES OF THE AUTOCAD AND PDF COPIES OF THE AUTOCAD AND PDF COPIES OF THE AND PDF COPIES OF THE AND PDF COPIES OF THE PDF COPIES OF THE PDF COPIES OF THE COPIES OF THE COPIES OF THE OF THE OF THE THE THE AS-BUILT SURVEY SHALL BE PROVIDED TO THE ENGINEER OF RECORD. THE SURVEY SHALL BE PROVIDED TO THE ENGINEER OF RECORD. THE SURVEY SHALL BE PROVIDED TO THE ENGINEER OF RECORD. THE SHALL BE PROVIDED TO THE ENGINEER OF RECORD. THE SHALL BE PROVIDED TO THE ENGINEER OF RECORD. THE BE PROVIDED TO THE ENGINEER OF RECORD. THE BE PROVIDED TO THE ENGINEER OF RECORD. THE PROVIDED TO THE ENGINEER OF RECORD. THE PROVIDED TO THE ENGINEER OF RECORD. THE TO THE ENGINEER OF RECORD. THE TO THE ENGINEER OF RECORD. THE THE ENGINEER OF RECORD. THE THE ENGINEER OF RECORD. THE ENGINEER OF RECORD. THE ENGINEER OF RECORD. THE OF RECORD. THE OF RECORD. THE RECORD. THE RECORD. THE THE THE "AS-BUILT" SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED BE SIGNED AND SEALED BY A FLORIDA REGISTERED BE SIGNED AND SEALED BY A FLORIDA REGISTERED SIGNED AND SEALED BY A FLORIDA REGISTERED SIGNED AND SEALED BY A FLORIDA REGISTERED AND SEALED BY A FLORIDA REGISTERED AND SEALED BY A FLORIDA REGISTERED SEALED BY A FLORIDA REGISTERED SEALED BY A FLORIDA REGISTERED BY A FLORIDA REGISTERED BY A FLORIDA REGISTERED A FLORIDA REGISTERED A FLORIDA REGISTERED FLORIDA REGISTERED FLORIDA REGISTERED REGISTERED REGISTERED PROFESSIONAL LAND SURVEYOR. 34. WHEN SHUT DOWN OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, WHEN SHUT DOWN OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, WHEN SHUT DOWN OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, SHUT DOWN OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, SHUT DOWN OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, DOWN OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, DOWN OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, OF UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, UTILITY SERVICE IS REQUIRED AND CANNOT BE AVOIDED, SERVICE IS REQUIRED AND CANNOT BE AVOIDED, SERVICE IS REQUIRED AND CANNOT BE AVOIDED, IS REQUIRED AND CANNOT BE AVOIDED, IS REQUIRED AND CANNOT BE AVOIDED, REQUIRED AND CANNOT BE AVOIDED, REQUIRED AND CANNOT BE AVOIDED, AND CANNOT BE AVOIDED, AND CANNOT BE AVOIDED, CANNOT BE AVOIDED, CANNOT BE AVOIDED, BE AVOIDED, BE AVOIDED, AVOIDED, AVOIDED, THE DURATION OF SHUT DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE DURATION OF SHUT DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE DURATION OF SHUT DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE OF SHUT DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE OF SHUT DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE SHUT DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE SHUT DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE DOWN SHALL BE MINIMIZED AND COORDINATED WITH THE SHALL BE MINIMIZED AND COORDINATED WITH THE SHALL BE MINIMIZED AND COORDINATED WITH THE BE MINIMIZED AND COORDINATED WITH THE BE MINIMIZED AND COORDINATED WITH THE MINIMIZED AND COORDINATED WITH THE MINIMIZED AND COORDINATED WITH THE AND COORDINATED WITH THE AND COORDINATED WITH THE COORDINATED WITH THE COORDINATED WITH THE WITH THE WITH THE THE THE PROPERTY OWNER/RESIDENT AND COMMUNICATED TO THE CITY AT LEAST TWO (2) OWNER/RESIDENT AND COMMUNICATED TO THE CITY AT LEAST TWO (2) OWNER/RESIDENT AND COMMUNICATED TO THE CITY AT LEAST TWO (2) AND COMMUNICATED TO THE CITY AT LEAST TWO (2) AND COMMUNICATED TO THE CITY AT LEAST TWO (2) COMMUNICATED TO THE CITY AT LEAST TWO (2) COMMUNICATED TO THE CITY AT LEAST TWO (2) TO THE CITY AT LEAST TWO (2) TO THE CITY AT LEAST TWO (2) THE CITY AT LEAST TWO (2) THE CITY AT LEAST TWO (2) CITY AT LEAST TWO (2) CITY AT LEAST TWO (2) AT LEAST TWO (2) AT LEAST TWO (2) LEAST TWO (2) LEAST TWO (2) TWO (2) TWO (2) (2) (2) WEEKS IN ADVANCE. 35. CONTRACTOR SHALL PROVIDE A SECURE STORAGE AREA FOR ALL MATERIALS CONTRACTOR SHALL PROVIDE A SECURE STORAGE AREA FOR ALL MATERIALS CONTRACTOR SHALL PROVIDE A SECURE STORAGE AREA FOR ALL MATERIALS SHALL PROVIDE A SECURE STORAGE AREA FOR ALL MATERIALS SHALL PROVIDE A SECURE STORAGE AREA FOR ALL MATERIALS PROVIDE A SECURE STORAGE AREA FOR ALL MATERIALS PROVIDE A SECURE STORAGE AREA FOR ALL MATERIALS A SECURE STORAGE AREA FOR ALL MATERIALS A SECURE STORAGE AREA FOR ALL MATERIALS SECURE STORAGE AREA FOR ALL MATERIALS SECURE STORAGE AREA FOR ALL MATERIALS STORAGE AREA FOR ALL MATERIALS STORAGE AREA FOR ALL MATERIALS AREA FOR ALL MATERIALS AREA FOR ALL MATERIALS FOR ALL MATERIALS FOR ALL MATERIALS ALL MATERIALS ALL MATERIALS MATERIALS MATERIALS DURING CONSTRUCTION ACTIVITIES. 36. SITE RESTORATION AND CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR SITE RESTORATION AND CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR SITE RESTORATION AND CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR RESTORATION AND CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR RESTORATION AND CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR AND CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR AND CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR SHALL BE ACCOMPLISHED BY THE CONTRACTOR SHALL BE ACCOMPLISHED BY THE CONTRACTOR BE ACCOMPLISHED BY THE CONTRACTOR BE ACCOMPLISHED BY THE CONTRACTOR ACCOMPLISHED BY THE CONTRACTOR ACCOMPLISHED BY THE CONTRACTOR BY THE CONTRACTOR BY THE CONTRACTOR THE CONTRACTOR THE CONTRACTOR CONTRACTOR CONTRACTOR IN ACCORDANCE WITH CITY STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL ACCORDANCE WITH CITY STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL ACCORDANCE WITH CITY STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL WITH CITY STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL WITH CITY STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL CITY STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL CITY STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL STANDARDS. THE CONTRACTOR WILL NOT RECEIVE FINAL THE CONTRACTOR WILL NOT RECEIVE FINAL THE CONTRACTOR WILL NOT RECEIVE FINAL CONTRACTOR WILL NOT RECEIVE FINAL CONTRACTOR WILL NOT RECEIVE FINAL WILL NOT RECEIVE FINAL WILL NOT RECEIVE FINAL NOT RECEIVE FINAL NOT RECEIVE FINAL RECEIVE FINAL RECEIVE FINAL FINAL FINAL PAYMENT FROM THE CITY UNLESS THE SITE HAS BEEN RESTORED TO FROM THE CITY UNLESS THE SITE HAS BEEN RESTORED TO FROM THE CITY UNLESS THE SITE HAS BEEN RESTORED TO THE CITY UNLESS THE SITE HAS BEEN RESTORED TO THE CITY UNLESS THE SITE HAS BEEN RESTORED TO CITY UNLESS THE SITE HAS BEEN RESTORED TO CITY UNLESS THE SITE HAS BEEN RESTORED TO UNLESS THE SITE HAS BEEN RESTORED TO UNLESS THE SITE HAS BEEN RESTORED TO THE SITE HAS BEEN RESTORED TO THE SITE HAS BEEN RESTORED TO SITE HAS BEEN RESTORED TO SITE HAS BEEN RESTORED TO HAS BEEN RESTORED TO HAS BEEN RESTORED TO BEEN RESTORED TO BEEN RESTORED TO RESTORED TO RESTORED TO TO TO PRE-CONSTRUCTION CONDITIONS AND ALL DEBRIS HAS BEEN REMOVED BY THE CONDITIONS AND ALL DEBRIS HAS BEEN REMOVED BY THE CONDITIONS AND ALL DEBRIS HAS BEEN REMOVED BY THE AND ALL DEBRIS HAS BEEN REMOVED BY THE AND ALL DEBRIS HAS BEEN REMOVED BY THE ALL DEBRIS HAS BEEN REMOVED BY THE ALL DEBRIS HAS BEEN REMOVED BY THE DEBRIS HAS BEEN REMOVED BY THE DEBRIS HAS BEEN REMOVED BY THE HAS BEEN REMOVED BY THE HAS BEEN REMOVED BY THE BEEN REMOVED BY THE BEEN REMOVED BY THE REMOVED BY THE REMOVED BY THE BY THE BY THE THE THE CONTRACTOR

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9. BENCHMARK DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND BENCHMARK DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND BENCHMARK DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND AMERICAN VERTICAL DATUM OF 1988 (NAVD-88) AND VERTICAL DATUM OF 1988 (NAVD-88) AND VERTICAL DATUM OF 1988 (NAVD-88) AND DATUM OF 1988 (NAVD-88) AND DATUM OF 1988 (NAVD-88) AND OF 1988 (NAVD-88) AND OF 1988 (NAVD-88) AND 1988 (NAVD-88) AND 1988 (NAVD-88) AND (NAVD-88) AND (NAVD-88) AND AND AND STATE PLANE COORDINATES ARE BASED UPON NAD 83. 10. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY DURING CONSTRUCTION TO ELIMINATE ANY DURING CONSTRUCTION TO ELIMINATE ANY CONSTRUCTION TO ELIMINATE ANY CONSTRUCTION TO ELIMINATE ANY TO ELIMINATE ANY TO ELIMINATE ANY ELIMINATE ANY ELIMINATE ANY ANY ANY FLOODING OF PRIVATE PROPERTY, OR VEHICULAR TRAVEL LANES. 11. ALL STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED ALL STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED ALL STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED INLETS SHALL BE CLEANED OF DEBRIS AND ERODED INLETS SHALL BE CLEANED OF DEBRIS AND ERODED SHALL BE CLEANED OF DEBRIS AND ERODED SHALL BE CLEANED OF DEBRIS AND ERODED BE CLEANED OF DEBRIS AND ERODED BE CLEANED OF DEBRIS AND ERODED CLEANED OF DEBRIS AND ERODED CLEANED OF DEBRIS AND ERODED OF DEBRIS AND ERODED OF DEBRIS AND ERODED DEBRIS AND ERODED DEBRIS AND ERODED AND ERODED AND ERODED ERODED ERODED MATERIALS AS REQUIRED BY THE CITY AND STATE AT FINAL STAGES OF AS REQUIRED BY THE CITY AND STATE AT FINAL STAGES OF AS REQUIRED BY THE CITY AND STATE AT FINAL STAGES OF REQUIRED BY THE CITY AND STATE AT FINAL STAGES OF REQUIRED BY THE CITY AND STATE AT FINAL STAGES OF BY THE CITY AND STATE AT FINAL STAGES OF BY THE CITY AND STATE AT FINAL STAGES OF THE CITY AND STATE AT FINAL STAGES OF THE CITY AND STATE AT FINAL STAGES OF CITY AND STATE AT FINAL STAGES OF CITY AND STATE AT FINAL STAGES OF AND STATE AT FINAL STAGES OF AND STATE AT FINAL STAGES OF STATE AT FINAL STAGES OF STATE AT FINAL STAGES OF AT FINAL STAGES OF AT FINAL STAGES OF FINAL STAGES OF FINAL STAGES OF STAGES OF STAGES OF OF OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCES. 12. ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE CREATED BY CONSTRUCTION, OR EXISTING BEFORE CREATED BY CONSTRUCTION, OR EXISTING BEFORE BY CONSTRUCTION, OR EXISTING BEFORE BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION, OR EXISTING BEFORE OR EXISTING BEFORE OR EXISTING BEFORE EXISTING BEFORE EXISTING BEFORE BEFORE BEFORE CONSTRUCTION AND NOT ALLEVIATED, SHOULD BE BROUGHT TO THE ATTENTION AND NOT ALLEVIATED, SHOULD BE BROUGHT TO THE ATTENTION AND NOT ALLEVIATED, SHOULD BE BROUGHT TO THE ATTENTION NOT ALLEVIATED, SHOULD BE BROUGHT TO THE ATTENTION NOT ALLEVIATED, SHOULD BE BROUGHT TO THE ATTENTION ALLEVIATED, SHOULD BE BROUGHT TO THE ATTENTION ALLEVIATED, SHOULD BE BROUGHT TO THE ATTENTION SHOULD BE BROUGHT TO THE ATTENTION SHOULD BE BROUGHT TO THE ATTENTION BE BROUGHT TO THE ATTENTION BE BROUGHT TO THE ATTENTION BROUGHT TO THE ATTENTION BROUGHT TO THE ATTENTION TO THE ATTENTION TO THE ATTENTION THE ATTENTION THE ATTENTION ATTENTION ATTENTION OF THE CITY PROJECT MANAGER AT THE TIME OF DISCOVERY.

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UTILITIES DEPARTMENT

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THE CITY OF DAYTONA BEACH

AutoCAD SHX Text Plot Date: 10/2026 REV

AutoCAD SHX Text Contract No.:

AutoCAD SHX Text Project No.: 5925

AutoCAD SHX Text PROJECT No. 5925

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TOMOKA FARMS & BELLEVUE

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%%UUTILITIES DEPARTMENT STANDARD GENERAL NOTES

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FJO

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REMEDIATED SCALING ISSUE ON DWGS

H S E E

E H E T of

S

PHONE: (386) 671-8800 FAX: (386) 671-8805

125 BASIN ST., SUITE 130 DAYTONA BEACH FLORIDA 32124

Name Revision: Date:

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AutoCAD SHX Text Construction Notes PW

AutoCAD SHX Text Design Date: 05/2026

AutoCAD SHX Text File Name: CODB-SURVD01.dwg

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UTILITIES DEPARTMENT

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THE CITY OF DAYTONA BEACH

AutoCAD SHX Text Plot Date: 10/2026 REV

AutoCAD SHX Text Contract No.:

AutoCAD SHX Text Project No.: 5925

AutoCAD SHX Text PROJECT No. 5925

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TOMOKA FARMS & BELLEVUE

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POTABLE WATER CONSTRUCTION & DESIGN STANDARDS

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SYSTEM CONSTRUCTION.

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11. APPROVED WATER VALVE TYPES ARE THE FOLLOWING:

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B. TAPPING VALVES WITH MECHANICAL TAPPING SLEEVE.

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1. THE CITY'S UTILITIES DEPARTMENT SHALL BE GIVEN A MINIMUM OF 2 BUSINESS DAYS ADVANCE

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NOTICE (NOT INCLUDING HOLIDAYS OR WEEKENDS) PRIOR TO BEGINNING ANY POTABLE WATER

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2. DEWATERING SHALL BE PROVIDED TO KEEP GROUNDWATER ELEVATION A MINIMUM OF 6 INCHES

AutoCAD SHX Text MATERIAL (MUCK, ROCK, COQUINA, ETC.) REMOVED AND REPLACED WITH CLEAN GRANULAR MATERIAL.

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COMPACTION OF 98%%% IN PAVED AREAS AND 95%%% IN UNPAVED AREAS IN ACCORDANCE WITH

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4. TRENCHES SHALL BE BACKFILLED WITH MATERIAL ACCEPTABLE TO THE CITY WITH A MINIMUM

AutoCAD SHX Text BE PROVIDED AT POINTS 12 INCHES ABOVE THE PIPE AND AT 12 INCHES VERTICAL INTERVALS

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5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT TRENCH COMPACTION TESTS

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3. ALL…