Y26-707_Wekiwa_Phase_5A_Drawings.pdf

www.tetratech.com

CLIENT INFORMATION:PROJECT LOCATION AND ADDRESSES:

Tt PROJECT No.:

ISSUED:

ORANGE COUNTY UTILITIES

PHASE 5A

CAROL WOODS WAY & WEKIVA RIDGE ROAD

200-10034-23007

ORANGE COUNTY UTILITIES

9150 CURRY FORD ROAD

ORLANDO, FLORIDA

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32803

407-839-3955 FAX: 407-839-3790

BID SET

SEPTEMBER 2025

PROJECT LOCATION MAP

ORANGE COUNTY MAYOR

JERRY L. DEMINGS

COUNTY ADMINISTRATOR

BYRON BROOKS, A.I.C.P.

DIRECTOR , ORANGE COUNTY UTILITIES DEPARTMENT

ED TORRES, M.S., P.E., LEED AP®

CONSTRUCTION DRAWINGS

FOR

PREPARED FOR

UTILITIES ENGINEERING

ORANGE COUNTY, FLORIDA

ORANGE COUNTY BOARD OF

COUNTY COMMISSIONERS

DISTRICT 1: NICOLE H. WILSON

DISTRICT 2: CHRISTINE MOORE

DISTRICT 3: MAYRA URIBE

DISTRICT 4: MARIBEL GOMEZ CORDERO

DISTRICT 5: KELLY MARTINEZ SEMRAD

DISTRICT 6: MICHAEL "MIKE" SCOTT

PROJECT LOCATION

N

PROJECT SEQUENCE No: 100386 SUB ORG No: 1505-0015 (GRAVITY)

SUB ORG No: 1559-0177 (PS) SUB ORG No: 1539-0079 (FM)

48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

OR

PROJECT LOCATION

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SHEET NUMBER SHEET TITLE

GENERAL

G-100 COVER SHEET

G-101 SIGNATURE SHEET AND INDEX OF DRAWINGS

G-102 GENERAL NOTES

G-103 GENERAL NOTES

G-104 LEGEND, ABBREVIATIONS AND UTILITY OWNERS CONTACT LIST

G-105 SANITARY SEWER SCHEMATIC, SCHEDULE AND, TEST HOLE DATA

G-106 SUMMARY OF PAY ITEMS

SURVEY

V-100 SURVEY CONTROL

V-101 TEMPORARY CONSTRUCTION EASEMENT

CIVIL

C-001 KEY PLAN- TEMPORARY ACCESS ROAD

C-002 DEMOLITION - TEMPORARY ACCESS ROAD

C-003 UTILITY RELOCATION PLAN - FIRE STATION 27

C-004 PLAN AND PROFILE - TEMPORARY ACCESS ROAD

C-005 AUTOTURN PLAN - TEMPORARY ACCESS ROAD

C-006 GRADING PLAN - TEMPORARY ACCESS ROAD STA. 100+00 TO 103+40

C-007 GRADING PLAN - TEMPORARY ACCESS ROAD STA. 103+40 TO END

C-008 GRADING PLAN - NOVELLA ELIZA LANE STA. 5+00 TO 6+40

C-009 GRADING PLAN - NOVELLA ELIZA LANE STA. 6+40 TO 9+00

C-010 GRADING PLAN - NOVELLA ELIZA LANE STA. 9+00 TO 11+60

C-011 GRADING CROSS SECTIONS

C-012 GRADING CROSS SECTIONS

C-100 KEY MAP, SOIL BORINGS, PAVEMENT CORES, AND NOTES

C-101 PLAN AND PROFILE - NOVELLA ELIZA LANE STA. 5+00 TO 6+40

C-102 PLAN AND PROFILE - NOVELLA ELIZA LANE STA. 6+40 TO 9+00

C-103 PLAN AND PROFILE - NOVELLA ELIZA LANE STA. 9+00 TO 11+60

C-104 PLAN AND PROFILE - CAROL WOODS WAY STA. 11+60 TO 16+80

C-105 PLAN AND PROFILE - CAROL WOODS WAY STA. 16+80 TO 22+20

C-106 PLAN AND PROFILE - CAROL WOODS WAY STA. 22+20 TO 24+60

C-107 PLAN AND PROFILE - WEKIWA SPRING RD STA. 30+00 TO 34+50

C-108 PLAN AND PROFILE - WEKIVA RIDGE RD STA. 40+00 TO 45+50

C-109 PLAN AND PROFILE - WEKIVA RIDGE RD STA. 45+50 TO 51+00

C-110 PLAN AND PROFILE - WEKIVA RIDGE RD STA. 51+00 TO END

C-201 RESTORATION - TEMPORARY ACCESS ROAD

C-202 RESTORATION - FIRE STATION 27 DETAIL

C-203 RESTORATION - FUEL PAD DETAIL

C-300 STORMWATER POLLUTION PREVENTION PLAN NOTES

C-301 STORMWATER POLLUTION PREVENTION PLAN

C-400 MAINTENANCE OF TRAFFIC GENERAL REQUIREMENTS

C-401 CONCEPTUAL MAINTENANCE OF TRAFFIC - WEKIWA SPRINGS RD

C-402 CONCEPTUAL MAINTENANCE OF TRAFFIC - SIDE STREETS

C-403 MAINTENANCE OF TRAFFIC DETAILS

C-404 MAINTENANCE OF TRAFFIC DETAILS

CIVIL DETAILS

C-501 STANDARD DETAILS

C-502 STANDARD DETAILS

C-503 STANDARD DETAILS

C-504 STANDARD DETAILS

C-505 STANDARD DETAILS

C-506 STANDARD DETAILS

C-507 STANDARD DETAILS

C-508 STANDARD DETAILS

C-509 STANDARD DETAILS

C-510 STANDARD DETAILS

C-511 STANDARD DETAILS

C-512 STANDARD DETAILS

C-513 STORMWATER POLLUTION PREVENTION PLAN DETAILS

PUMP STATION

PS-101 PUMP STATION F3470 DEMOLITION PLAN

PS-102 PUMP STATION F3470 PROPOSED SITE PLAN

PS-103 PUMP STATION F3470 PLAN AND PROFILE DETAIL

PS-104 PUMP STATION F3470 GRADING PLAN

PS-105 PUMP STATION F3470 OVERALL GRADING PLAN

PS-501 PUMP STATION F3470 DETAILS

PS-502 PUMP STATION F3470 DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGEND & SYMBOLS

S-100 PUMP STATION F3470 RETAINING WALL PLAN

S-501 STRUCTURAL DETAILS

PLUMBING

P-001 MECHANICAL SYMBOLS & ABBREVIATIONS

P-101 MECHANICAL DEMOLITION & FUEL TANK PLAN

P-701

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL LEGEND

E-003 ELECTRICAL NOTES & ABBREVIATIONS

E-101 ELECTRICAL SITE PLAN

E-102 ENLARGED ELECTRICAL SITE PLAN

E-103 FIRE STATION ELECTRICAL DEMOLITION PLAN

E-104 FIRE STATION ELECTRICAL PLAN

E-301 SINGLE-LINE DIAGRAM

E-302 FIRE STATION MODIFIED SINGLE LINE DIAGRAM

E-401 CONTROL PANEL LAYOUT

E-402 CONTROL PANEL WIRING DIAGRAM

E-403 CONTROL PANEL WIRING DIAGRAM

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 ELECTRICAL DETAILS

E-506 FIRE STATION TYPICAL ELECTRICAL DETAILS

ASBUILT TABLES

X-100 ASBUILT COORDINATE ASSET TABLE

X-101 ASBUILT COORDINATE ASSET TABLE

SHEET NUMBER SHEET TITLE

PS-101 PUMP STATION F3470 DEMOLITION PLAN

PS-102 PUMP STATION F3470 PROPOSED SITE PLAN

PS-103 PUMP STATION F3470 PLAN AND PROFILE DETAIL

PS-104 PUMP STATION F3470 GRADING PLAN

PS-501 PUMP STATION F3470 DETAILS

PS-502 PUMP STATION F3470 DETAILS

X-101 ASBUILT COORDINATE ASSET TABLE

RESPONSIBLE FOR:

ENGINEERING BUSINESS NO.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

BURL REARDON

TETRA TECH, INC.

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

GENERAL

CIVIL

RESPONSIBLE FOR:

TETRA TECH - LB NO.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

LAWRENCE JENKINS

TETRA TECH, INC.

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

SURVEY

RESPONSIBLE FOR:

ENGINEERING BUSINESS NO.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

SCOTT JENKINS

TETRA TECH, INC.

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

STRUCTURAL

RESPONSIBLE FOR:

ENGINEERING BUSINESS NO.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

NAHUEL BOTTARINI

TETRA TECH, INC.

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

ELECTRICAL

RESPONSIBLE FOR:

CERTIFICATE OF AUTHORIZATION NO: 30216

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

SHEET NUMBER SHEET TITLE

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL LEGEND

E-003 ELECTRICAL NOTES & ABBREVIATIONS

E-101 ELECTRICAL SITE PLAN

E-102 ENLARGED ELECTRICAL SITE PLAN

E-103 FIRE STATION ELECTRICAL DEMOLITION PLAN

E-104 FIRE STATION ELECTRICAL PLAN

E-301 SINGLE-LINE DIAGRAM

E-302 FIRE STATION MODIFIED SINGLE LINE DIAGRAM

E-401 CONTROL PANEL LAYOUT

E-402 CONTROL PANEL WIRING DIAGRAM

E-403 CONTROL PANEL WIRING DIAGRAM

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 ELECTRICAL DETAILS

E-506 FIRE STATION TYPICAL ELECTRICAL DETAILS

SHEET NUMBER SHEET TITLE

G-100 COVER SHEET

G-101 SIGNATURE SHEET AND INDEX OF DRAWINGS

G-102 GENERAL NOTES

G-103 GENERAL NOTES

G-104 LEGEND, ABBREVIATIONS AND UTILITY OWNERS CONTACT LIST

G-105 SANITARY SEWER SCHEMATIC, SCHEDULE AND, TEST HOLE DATA

G-106 SUMMARY OF PAY ITEMS

C-001 KEY PLAN- TEMPORARY ACCESS ROAD

C-002 DEMOLITION - TEMPORARY ACCESS ROAD

C-003 UTILITY RELOCATION PLAN - FIRE STATION 27

C-004 PLAN AND PROFILE - TEMPORARY ACCESS ROAD

C-005 AUTOTURN PLAN - TEMPORARY ACCESS ROAD

C-006 GRADING PLAN - TEMPORARY ACCESS ROAD STA. 100+00 TO 103+40

C-007 GRADING PLAN - TEMPORARY ACCESS ROAD STA. 103+40 TO END

C-008 GRADING PLAN - NOVELLA ELIZA LANE STA. 5+00 TO 6+40

C-009 GRADING PLAN - NOVELLA ELIZA LANE STA. 6+40 TO 9+00

C-010 GRADING PLAN - NOVELLA ELIZA LANE STA. 9+00 TO 11+60

C-011 GRADING CROSS SECTIONS

C-012 GRADING CROSS SECTIONS

C-100 KEY MAP, SOIL BORINGS, PAVEMENT CORES, AND NOTES

C-101 PLAN AND PROFILE - NOVELLA ELIZA LANE STA. 5+00 TO 6+40

C-102 PLAN AND PROFILE - NOVELLA ELIZA LANE STA. 6+40 TO 9+00

C-103 PLAN AND PROFILE - NOVELLA ELIZA LANE STA. 9+00 TO 11+60

C-104 PLAN AND PROFILE - CAROL WOODS WAY STA. 11+60 TO 16+80

C-105 PLAN AND PROFILE - CAROL WOODS WAY STA. 16+80 TO 22+20

C-106 PLAN AND PROFILE - CAROL WOODS WAY STA. 22+20 TO 24+60

C-107 PLAN AND PROFILE - WEKIWA SPRING RD STA. 30+00 TO 34+50

C-108 PLAN AND PROFILE - WEKIVA RIDGE RD STA. 40+00 TO 45+50

C-109 PLAN AND PROFILE - WEKIVA RIDGE RD STA. 45+50 TO 51+00

C-110 PLAN AND PROFILE - WEKIVA RIDGE RD STA. 51+00 TO END

C-201 RESTORATION - TEMPORARY ACCESS ROAD

C-202 RESTORATION - FIRE STATION 27 DETAIL

C-203 RESTORATION - FUEL PAD DETAIL

C-300 STORMWATER POLLUTION PREVENTION PLAN NOTES

C-301 STORMWATER POLLUTION PREVENTION PLAN

C-400 MAINTENANCE OF TRAFFIC GENERAL REQUIREMENTS

C-401 CONCEPTUAL MAINTENANCE OF TRAFFIC - WEKIWA SPRINGS RD

C-402 CONCEPTUAL MAINTENANCE OF TRAFFIC - SIDE STREETS

C-403 MAINTENANCE OF TRAFFIC DETAILS

C-404 MAINTENANCE OF TRAFFIC DETAILS

C-501 STANDARD DETAILS

C-502 STANDARD DETAILS

C-503 STANDARD DETAILS

C-504 STANDARD DETAILS

C-505 STANDARD DETAILS

C-506 STANDARD DETAILS

C-507 STANDARD DETAILS

C-508 STANDARD DETAILS

C-509 STANDARD DETAILS

C-510 STANDARD DETAILS

C-511 STANDARD DETAILS

C-512 STANDARD DETAILS

C-513 STORMWATER POLLUTION PREVENTION PLAN DETAILS

PS-105 PUMP STATION F3470 OVERALL GRADING PLAN

X-100 ASBUILT COORDINATE ASSET TABLE

DANIEL MAGRO

ACLUS ENGINEERING, LLC

1725 WINDERMEREDOWN PLACE

WINDERMERE, FLORIDA 34786

PUMP STATION

SHEET NUMBER SHEET TITLE

V-100 SURVEY CONTROL

V-101 TEMPORARY CONSTRUCTION EASEMENT

SHEET NUMBER SHEET TITLE

P-001 MECHANICAL SYMBOLS & ABBREVIATIONS

P-101 MECHANICAL DEMOLITION & FUEL TANK PLAN

P-701 MECHANICAL SCHEDULES & DETAILS

RESPONSIBLE FOR:

ENGINEERING BUSINESS NO.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY

ON THE DATE ADJACENT TO THE SEAL.

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

FAISAL ALTWAL

TETRA TECH, INC.

201 EAST PINE STREET, SUITE 1000

ORLANDO, FLORIDA 32801

PLUMBING

SHEET NUMBER SHEET TITLE

S-001 GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGEND & SYMBOLS

S-100 PUMP STATION F3470 RETAINING WALL PLAN

S-501 STRUCTURAL DETAILS

MECHANICAL SCHEDULES & DETAILS

b.swartzentruber Snapshot b.swartzentruber Stamp b.swartzentruber Snapshot

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*ALL WORK AND REQUIREMENTS FROM THE NOTES IN THIS PAGE SHALL BE A REQUIREMENT OF THE

CONTRACT AND EXECUTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO ORANGE COUNTY.

OCU STANDARD GENERAL NOTES

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF

INCLUDING, BUT NOT LIMITED TO; WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS, STORM WATER, FIBER OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS SHOWN ON PLANS MAY

NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY

LOCATIONS.

2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU

DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR.

3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD

SERVICES DIVISION AT LEAST 10 CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE

CONSTRUCTION PROJECT BY CALLING (407) 254-9798.

4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE WITH

TABLE 4110-1 "UTILITIES' SCHEDULE OF NOTIFICATIONS IN THIS MANUAL.

5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE OCU

SYSTEM SHALL BE IN CONFORMANCE WITH THE STANDARDS, CONSTRUCTION SPECIFICATIONS,

AND APPENDIX D IN THIS MANUAL.

6. ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO; WATER MAINS, FORCE MAINS, RECLAIMED WATER MAIN, SANITARY GRAVITY PIPES, STORM WATER PIPES, ELECTRIC, TELEPHONE, GAS, POLES AND STAYS, CABLE TV AND OTHER UTILITY FACILITIES WITHIN THE

LIMITS OF THE PROJECT WILL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING

CONSTRUCTION.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT WITH

NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, CURBS, OR STORM

WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT LIMITED TO;

PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, MANHOLE

COVERS, AND METERS. ALL ADJUSTMENTS SHALL BE MADE TO CURRENT STANDARDS.

8. ONLY OCU PERSONNEL SHALL OPERATE EXISTING OCU WATER, WASTEWATER, AND

RECLAIMED WATER VALVES. THE CONTRACTOR IS RESPONSIBLE FOR OPERATING ANY NEWLY

INSTALLED VALVE THAT HAS NOT BEEN CLEARED FOR USAGE BY FDEP AND OCU. THE

CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR

OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE.

9. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR

RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED

INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE AND

WRITTEN NOTICE SHALL BE GIVEN TO AFFECTED CUSTOMERS AT LEAST 4 WORKING DAYS IN

ADVANCE.

10. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND / OR HAULING OF WASTEWATER

DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE

CONTRACTOR SHALL SUBMIT A BYPASS OR HAUL PLAN, REVIEWED AND APPROVED BY A

PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING AND TO THE INSPECTOR FOR

APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

11. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED

DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP.

DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS

UNLESS CLEARED BY FDEP AND OCU.

12. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH AN APPROVED BACKFLOW

PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER

SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER.

ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCE MAIN

SHALL ALSO BE EQUIPPED WITH AN APPROVED BACKFLOW PREVENTER.

13. FOR PVC PIPE, NO JOINT DEFLECTION OR PIPE BENDING IS ALLOWED. ALIGNMENT CHANGE

SHALL BE MADE ONLY WITH FITTINGS.

14. FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED

WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE

JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75

PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION.

15. FOR APPROVED PVC OR HDPE PIPE USED IN A HORIZONTAL DIRECTIONAL DRILL INSTALLATION, THE CURVATURE AND/OR DEFLECTION SHALL NOT EXCEED THE PARAMETERS ESTABLISHED IN

THIS MANUAL.

16. ALL DAMAGE TO ORANGE COUNTY INFRASTRUCTURE, PIPELINES, AND ASSETS SHALL BE

REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH AN

APPROVED METHOD BY THE COUNTY. IF THE REPAIR IS NOT PERFORMED IN A TIMELY MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY

PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES

ASSOCIATED WITH THE REPAIR.

17. THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL SANITARY SEWER OVERFLOWS (SSO)

ASSOCIATED WITH THE WORK, REGARDLESS OF FAULT. THE CONTRACTOR WILL BE ASSESSED

PENALTIES FOR ANY AND EACH SSO AS SPECIFIED IN SECTION 3110, GENERAL CONSTRUCTION

REQUIREMENTS.

PROJECT GENERAL NOTES

18. ALL UTILITIES FACILITIES CONSTRUCTION CONNECTING TO THE ORANGE COUNTY PUBLIC

UTILITIES SYSTEM SHALL CONFORM TO THE ORANGE COUNTY UTILITIES STANDARDS AND

CONSTRUCTION SPECIFICATIONS MANUAL, AND BE ONE OF THE APPROVED PRODUCTS LISTED

IN APPENDIX 'D' OF THE MANUAL.

19. BENCHMARK LOCATIONS AND ELEVATIONS ARE SHOWN IN THE PLANS AS REPRESENTED BY

THE SURVEYOR AT THE TIME OF SURVEY. CONTRACTOR SHALL VERIFY ITS CORRECTNESS AT

THE TIME OF CONSTRUCTION AND INSTALL HIS OWN TEMPORARY BENCHMARKS. ANY

DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OCU RESIDENT

PROJECT REPRESENTATIVE (RPR).

20. ALL NORTHING AND EASTING COORDINATES ARE BASED ON THE STATE PLANE COORDINATE

SYSTEM. STATIONING IS FOR REFERENCE ONLY.

21. COORDINATION AND COMMUNICATIONS WITH ORANGE COUNTY STAFF SHALL BE MADE

THROUGH THE OCU RPR.

22. ORANGE COUNTY UTILITIES DEPARTMENT TELEPHONE NUMBERS:

407-836-2777 ORANGE COUNTY UTILITIES DISPATCH

407-254-9798 ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION

407-254-9680 ORANGE COUNTY UTILITIES WATER RECLAMATION DIVISION

407-254-9850 ORANGE COUNTY UTILITIES WATER DIVISION

407-254-9900 ORANGE COUNTY UTILITIES ENGINEERING DIVISION

23. THE CONTRACTOR SHALL NOTIFY THE ORANGE COUNTY PUBLIC SCHOOLS TRANSPORTATION

SERVICES 317-3800, TWO(2) WEEKS IN ADVANCE OF ANY PHASE OF CONSTRUCTION TO

COORDINATE SCHOOL BUS STOP RELOCATION OR BUS RE-ROUTING IF NECESSARY.

24. THE CONTRACTOR SHALL NOTIFY LYNX TRANSPORTATION SYSTEM (407) 841-2279, TWO(2)

WEEKS IN ADVANCE OF ANY PHASE OF CONSTRUCTION TO COORDINATE BUS STOP

RELOCATION OR BUS RE-ROUTING IF NECESSARY.

25. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR SHALL PLAN AND SCHEDULE THE

SEQUENCE OF WORK IN ORDER TO PREVENT UNNECESSARY DELAYS OR COSTS ASSOCIATED

WITH CRITICAL PATH ITEMS OF THE WORK.

26. THE CONTRACTOR SHALL BRING ALL DESIGN DISCREPANCIES TO THE IMMEDIATE ATTENTION

OF THE ENGINEER, IN WRITING, PRIOR TO CONSTRUCTION OR AS SOON AS DISCOVERED.

27. THE OWNER SHALL FURNISH THE FDEP WASTEWATER PERMIT(S). THE CONTRACTOR SHALL

OBTAIN ALL OTHER PERMITS REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL BECOME

FAMILIAR WITH AND ABIDE BY ALL PERMIT CONDITIONS, INSPECTION SCHEDULES, AND OTHER

RELEVANT REGULATORY AGENCY RULES AND SPECIAL CONDITIONS.

28. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES AND STRUCTURES ARE

APPROXIMATE. WHILE CONSIDERABLE EFFORT HAS BEEN MADE BY THE OWNER, THE

SURVEYOR, THE VARIOUS UTILITY COMPANIES AND THE ENGINEER TO ACCURATELY LOCATE

EXISTING LINES AND APPURTENANCES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY

ALL UTILITY AND STRUCTURE LOCATIONS, ELEVATIONS AND DIMENSIONS BY UTILIZING

EXPLORATORY EXCAVATION, WHICH SHALL BE MADE 7 DAYS OR 1000 FEET IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR IS TO

NOTIFY THE ENGINEER IMMEDIATELY. NO CLAIMS FOR DELAYS WILL BE PAID UNLESS THIS

PROCEDURE HAS BEEN FULLY FOLLOWED. ANY DAMAGE TO UTILITIES, STRUCTURES AND/OR

SERVICES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE, IN A MANNER APPROVED BY

AND COORDINATED WITH THE UTILITY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTACTING THE UTILITY OWNER OF ANY UNINTENDED INTERRUPTION TO SERVICE OR

DAMAGE TO EXISTING STRUCTURES OR UTILITIES.

29. IMMEDIATELY AT ONSET OF CONSTRUCTION, CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES CRITICAL TO COMPLETING THE PROJECT

(INCLUDING WATER, SEWER, RECLAIMED WATER, POWER, TELEPHONE, GAS, FIBER OPTIC AND

CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS IN A WRITTEN REPORT. ANY

CONFLICTS SHALL BE REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY AND

DETAILED IN THE REPORT.

30. CONTRACTOR SHALL COORDINATE WITH ALL OTHER UTILITY OWNERS FOR RESOLUTION OF

CONFLICTS. CONTRACTOR SHALL HAVE 48 HOURS TO DETERMINE THE RESOLUTION OF ANY

UNKNOWN OR UNFORESEEN CONFLICTS. COSTS INCURRED SHALL BE BORNE BY THE UTILITY

OWNER AND/OR CONTRACTOR AND NO CLAIMS MAY BE MADE AGAINST ORANGE COUNTY OR

THE ENGINEER FOR THESE CONFLICTS. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR

THE PERIOD OF TIME TO RESOLVE ANY CONFLICTS.

31. CONTRACTOR SHALL CONTACT UTILITY OWNERS FOR LOCATION OF ALL EXISTING FACILITIES.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY OWNERS AND FOR

PROVIDING TEMPORARY SUPPORT AND PROTECT ALL EXISTING UTILITIES IN ACCORDANCE

WITH OCU STANDARD GENERAL NOTE #6. WHEN WORKING IN THE VICINITY OF FIBER OPTICS

AND/OR GAS MAINS, THE CONTRACTOR SHALL NOTIFY THE UTILITY OWNER SEVEN (7) DAYS

PRIOR TO ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER

OPTICS AND GAS MAINS.

32. EXISTING DRAINAGE PIPING AND/OR STRUCTURES TO BE SUPPORTED OR REMOVED AND

REPLACED AS REQUIRED TO ACCOMMODATE GRAVITY SEWER MAIN INSTALLATION.

CONTRACTOR IS RESPONSIBLE FOR CONTROLLING WATER LEVELS IN THE STORM WATER

SYSTEM IF NECESSARY, FOR CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

33. THE CONTRACTOR SHALL FIND AND MAINTAIN HIS OWN EQUIPMENT AND MATERIAL STORAGE

YARD AT NO COST TO THE COUNTY.

34. EXISTING CURB, SIDEWALK AND/OR CONCRETE DRIVES SHALL BE REMOVED AND REPLACED AS

REQUIRED TO ACCOMMODATE GRAVITY SEWER MAIN AND SEWER LATERAL INSTALLATION. ALL

CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST GOOD JOINT. CURB/GUTTER

SHALL BE SAW CUT BETWEEN ASPHALT AND CONCRETE PRIOR TO REMOVAL. ALL SAW

CUTTING SHALL BE WET CUT TO CONTROL DUST. ALL CURB, SIDEWALK AND/OR CONCRETE

DRIVES DAMAGED OUTSIDE NORMAL TRENCH WIDTH CONSTRUCTION SHALL BE REPLACED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

35. PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE. RESTORE ALL

EXISTING IMPROVEMENTS AND DISTURBED AREAS TO ORIGINAL CONDITION. PAVEMENT TO BE

RESTORED IN ACCORDANCE WITH THE PAVEMENT RESTORATION DETAILS SHOWN ON THE

CONSTRUCTION DETAIL ALL DAMAGED MAILBOXES, IRRIGATION SYSTEMS, SOD, LANDSCAPING,

FENCING, SIDEWALK, ROADWAY PAVEMENT AND OTHER IMPROVEMENTS SHALL BE RESTORED

TO ORIGINAL OR BETTER CONDITION.

36. NO VALVE BOXES, METERS, PORTIONS OF MANHOLES, OR OTHER APPURTENANCES OF ANY

KIND RELATING TO ANY UNDERGROUND UTILITIES SHALL BE LOCATED IN ANY PORTION OF A

CURB-AND-GUTTER SECTION. CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY UPON

DISCOVERY OF A POTENTIAL CONFLICT.

37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SALVAGE AND/OR DISPOSAL OF

ALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE SPECIFICATIONS AND AS

DIRECTED BY THE ORANGE COUNTY UTILITIES INSPECTOR.

38. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST

STEP IN CONSTRUCTION AND ARE THE MINIMUM REQUIRED. CONTRACTOR SHALL FURNISH

ADDITIONAL CONTROLS AS NEEDED AT NO ADDITIONAL COST. MATERIALS FROM WORK ON THIS

PROJECT SHALL BE CONTAINED AND NOT ALLOWED TO COLLECT ON ANY OFF PERIMETER

AREAS OR IN WATERWAYS. SILK SCREENS, HAY BALES, AND TURBIDITY BARRIERS MUST

REMAIN IN PLACE AND IN GOOD CONDITION AT ALL LOCATIONS IN PLANS OR AS REQUIRED

UNTIL THE CONTRACT IS COMPLETED AND SOILS ARE STABILIZED AND VEGETATION IS

ESTABLISHED. MEASURES SHOWN ON THE PLANS ARE MINIMUM REQUIRED, AND THE

CONTRACTOR SHALL ENSURE THAT THERE IS NO DIRECT OR INDIRECT DISCHARGE OF

CONSTRUCTION MATERIALS IN TURBID WATERS TO OFF SITE AREAS OR WATERWAYS.

39. ALL EXISTING PAVEMENT MARKINGS AND MESSAGES, WHICH ARE TO BE DEMOLISHED, SHALL

BE INVENTORIED AND RESTORED TO ORIGINAL CONDITION AND DAMAGED ONES REPLACED

(UPON COMPLETION OF CONSTRUCTION AND PRIOR TO REINSTATING VEHICULAR TRAFFIC) BY

THE CONTRACTOR, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR LATEST DESIGN

STANDARD. ALL PERMANENT PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC WITH

GLASS BEADS. TEMPORARY PAVEMENT MARKINGS MAY BE PAINT PRODUCTS AND

RETRO-REFLECTIVE PAVEMENT MARKERS (ON SURFACES TO BE MILLED AND RESURFACED) OR

TEMPORARY TAPE (ON ALL AREAS NOT BEING RESURFACED). TEMPORARY TAPE SHALL BE 3M

BRAND STAMARK REMOVABLE TAPE, SERIES 780, WET REFLECTIVE TEMPORARY TAPE OR

APPROVED EQUAL. THE USE OF "FOIL BLACK" TYPES OF TEMPORARY TAPE IS NOT PERMITTED.

3M BRAND REMOVABLE BLACK MASK TAPE, SERIES 145, IS THE ONLY APPROVED MATERIAL FOR

"BLACKING OUT" EXISTING PAVEMENT MARKINGS ON FINAL ROADWAY SURFACES OR

SURFACES NOT BEING PAVED. UNDER NO CIRCUMSTANCES WILL BLACK PAINT OR GRINDING

BE PERMITTED. ALL CONFLICTING EXISTING MARKINGS SHALL BE REMOVED.

40. CONTRACTOR'S USE OF THE PREMISES SHALL BE CONFINED TO THE LIMITS OF THE EXISTING

RIGHT OF WAY AND/OR EASEMENTS. ALL PUBLIC AND PRIVATE PROPERTY AFFECTED BY THE

CONSTRUCTION SHALL BE PROTECTED WHERE POSSIBLE. ALL AREAS DISTURBED AS PART OF

THIS WORK SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL

COST TO THE OWNER. ALL EXISTING SODDED AREAS DISTURBED DURING THE CONSTRUCTION

SHALL BE REPLACED WITH THE SAME TYPE OF SOD IN CONFORMANCE WITH THE STANDARD

SPECIFICATIONS. FIELD ENGINEER SHALL APPROVE THE REMOVAL AND REPLACEMENT OF

EXISTING IRRIGATION SYSTEMS, AS REQUIRED, AT NO ADDITIONAL COST TO THE COUNTY OR

PROPERTY OWNER. PROPER TEMPORARY ADJUSTMENTS SHALL BE DONE AT SUCH TIME TO

MAINTAIN IRRIGATION SYSTEMS FROM BEING INTERRUPTED FOR EXTENDED PERIODS DURING

CONSTRUCTION. CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE

OWNER, ALL TREES, LANDSCAPING AND SHRUBS. ALL ITEMS THAT ARE REPLACED SHALL BE OF LIKE SIZE AND SPECIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL

NEWLY PLANTED GRASS OR VEGETATION UNTIL WELL ESTABLISHED AND ACCEPTED BY THE

COUNTY.

41. GEOTECHNICAL REPORT FOR WEKIWA SPRINGS SEPTIC TANK REPLACEMENT - PHASE 5

ORANGE COUNTY, FLORIDA PROJECT NO 202403 BY ANTILLIAN ENGINEERING ASSOCIATES, INC.

WAS USED IN THE DESIGN OF THE PLANNED FACILITIES. THE CONTRACTOR SHALL USE THIS

INFORMATION TOGETHER WITH ANY OTHER INFORMATION AVAILABLE TO DETERMINE THE

NEED FOR AND COST OF DEWATERING. THE CONTRACTOR SHALL INCLUDE DEWATERING

COSTS WITH THE UNIT PRICE FOR ASSOCIATED BID ITEMS. NO SEPARATE DEWATERING COSTS

OR EXPENSES WILL BE APPROVED. EXCAVATION AND SHORING

42. ALL EXCAVATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE OSHA TRENCH SAFETY

ACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER STORAGE AND/OR DISPOSAL OF

ALL EXCESS OR UNSUITABLE EXCAVATED MATERIAL.

43. CONTRACTOR SHALL PROVIDE ENGINEERED SHORING SYSTEM PER SPECIFICATION SECTIONS 02220, SUBMIT AS SHOP DRAWING SIGNED AND SEALED BY A LICENSED FLORIDA P.E. SIGNED

AND SEALED PLANS SHALL BE SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL PRIOR

TO START OF CONSTRUCTION. THE COST OF ALL MATERIALS FOR SHORING OF EXCAVATIONS

SHALL BE INCLUDED IN THE UNIT PRICE FOR RELATED CONSTRUCTION PAY ITEMS.

44. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY CONTROLS AND/OR

STRUCTURES REQUIRED TO MAINTAIN SUITABLE AND SAFE WORKING CONDITIONS AT ALL

TIMES. SUCH ITEMS SHALL BE REMOVED ONCE THAT PORTION OF WORK HAS BEEN

COMPLETED.

45. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL

REPLACE ANY PORTION WHICH, IN THE OPINION OF THE ENGINEER OR RPR, HAS BECOME

DISPLACED DUE TO EROSION OR DUE TO CARELESSNESS OR NEGLIGENCE ON THE PART OF

THE CONTRACTOR.

46. WHERE REQUIRED, AT NO ADDITIONAL COST TO THE COUNTY, THE CONTRACTOR SHALL USE

TEMPORARY SHEETING OR TRENCH BOXES TO MINIMIZE THE SIZE OF EXCAVATIONS AND

PROTECT EXISTING ROADWAYS, UTILITIES AND OTHER FACILITIES OR AS NEEDED TO REMAIN

WITHIN THE LIMITS OF CONSTRUCTION

BYPASS AND DEWATERING

47. COLLECTION SYSTEM BYPASS SHALL BE PROVIDED PER SPECIFICATION SECTION 01516.

TEMPORARY BYPASS PIPING SHALL BE LAID ABOVE GROUND WHERE PRACTICAL, AND LAID

WITHIN EXISTING RIGHT OF WAY AND EASEMENTS. TEMPORARY BYPASS PIPING SHALL BE LAID

BELOW GRADE AT ALL ROADWAY, DRIVEWAY AND SIDEWALK CROSSINGS.

48. ALL PAVED SURFACES DISTURBED FOR INSTALLATION OF BYPASS PIPING SHALL BE RESTORED.

WHERE SHOWN, LOCATION OF BYPASS PUMP SKIDS AND RESTORATION IS APPROXIMATE IN

NATURE AND DEPICTED FOR INFORMATION ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR

FINAL LOCATION OF BYPASS PUMPS AND RESTORATION AT NO ADDITIONAL COST TO THE

COUNTY.

49. ALL DRAINAGE FACILITIES THAT ARE CROSSED AND/OR DISTURBED DURING CONSTRUCTION SHALL REMAIN FUNCTIONAL AT ALL TIMES OR THE CONTRACTOR SHALL INSTALL FACILITIES TO

MAINTAIN THE FLOW, AT NO ADDITIONAL COST TO THE OWNER.

50. CONTRACTOR SHALL PROVIDE ENGINEERED DEWATERING SYSTEM PER SPECIFICATION

SECTION 02140. SHOP DRAWING SUBMITTAL SHALL BE SIGNED AND SEALED BY A LICENSED

FLORIDA GEOTECHNICAL ENGINEER. DEWATERING PLAN SHALL PROVIDE MEANS FOR

OVERCOMING EXISTING PIPE TRENCH AND BEDDING WHICH MAY INCLUDE STONE.

51. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING

CONSTRUCTION AND TO OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THE TEMPORARY

DE-WATERING.

52. MAINTAIN UTILITY SERVICES AT ALL TIMES. IF BY-PASS OR WELL POINT PUMPING IS

NECESSARY, USE DIESEL ENGINES WITH QUIET PACK SYSTEM OR ELECTRIC MOTORS, TO KEEP

NOISE TO AN ABSOLUTE MINIMUM (SPECIFICATION SECTION 01516). BY-PASS PUMPS SHALL

HAVE AT LEAST ONE (1) BACKUP UNIT IN PLACE, AND SHALL BE ATTENDED BY A COMPETENT

OPERATOR AT ALL TIMES WHEN IN USE. ALL DISCHARGE ACCESSORIES SHALL BE PVC, HARD

RUBBER OR OTHER SUITABLE MATERIAL WITH NO LEAKING JOINTS. SOFT/LAYFLAT STYLE HOSE

IS NOT ACCEPTABLE. SUBMITTALS FOR WELL POINT LAYOUT AND EQUIPMENT ARE REQUIRED

PRIOR TO START OF WORK. DEWATERING SYSTEM SHALL BE UTILIZED IN ACCORDANCE WITH

GOOD STANDARD PRACTICES AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL

IN ADVANCE OF EXCAVATION TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. NO

POLLUTED WATERS SHALL BE DISCHARGED INTO STORM SYSTEM OR BODIES OF BEFORE

DISCHARGE OF PRODUCED GROUND WATER TO ANY SURFACE WATER OF THE STATE FROM A

NON-CONTAMINATED SITE, ANALYTICAL TESTS ON SAMPLES OF DISCHARGE WATER SHALL BE

PERFORMED TO DETERMINE CONTAMINATION. TEST RESULTS MUST MEET MINIMUM

REQUIREMENTS SET BY FDEP [DOCUMENT 62-621.300(2) GENERIC PERMIT FOR THE DISCHARGE

OF PRODUCED GROUNDWATER FROM NON-CONTAMINATED SITE ACTIVITY]. ANY DEWATERING

DRAINAGE DISCHARGED INTO SANITARY SEWERS MUST BE APPROVED BY ORANGE COUNTY

UTILITIES BEFORE DISCHARGING.

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UTILITY CONSTRUCTION

1. PIPE SIZES ON PLANS ARE NOMINAL IN DIAMETER.

2. PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE

DETERMINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.

3. ALL EXISTING AND NEW OCU WATER AND SEWER VALVES, VALVE BOXES, AND MANHOLES SHALL

BE PROTECTED AND ADJUSTED TO FINISHED GRADE AS SHOWN ON THE DRAWINGS. VALVE AND

VALVE BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES. ANY VALVES THAT MIGHT BE COVERED

DURING CONSTRUCTION SHALL BE MARKED WITH A MARKER (GREEN FOR SEWER, BLUE FOR

WATER, AND PURPLE FOR RECLAIMED WATER MAIN), A MINIMUM OF FOUR (4) FEET ABOVE

GRADE. ALL VALVES UNDER CONSTRUCTION ARE TO REMAIN CLOSED DURING CONSTRUCTION.

4. ALL PIPE AND STRUCTURES SHALL BE LAID IN THE DRY TRENCH TO THE ELEVATIONS AND SLOPE

SHOWN ON THE CONSTRUCTION DRAWINGS. LASER EQUIPMENT SHALL BE USED TO PROVIDE

LINE AND THE LASER EQUIPMENT SHALL HAVE A SLOPE INDICATOR TO FACILITATE CHECKING BY BOTH THE PIPE LAYING FOREMAN AND THE CITY ENGINEER. A ZERO TOLERANCE FOR ERRORS IN

LINE AND GRADE WILL BE ALLOWED. TOLERANCE FOR DEFLECTION SHALL BE BASED BY

INDUSTRY STANDARDS UNLESS OTHERWISE SPECIFIED.

5. ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS

MEASURED BY AASHTO T-180 METHOD 'D' TEST (MODIFIED PROCTOR) IN OPEN AREAS AND TO

NOT LESS THAN 98% MAXIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD 'D' TEST

(MODIFIED PROCTOR) UNDER ASPHALT OR CONCRETE PAVEMENT AND WITHIN 3-FT OF

PAVEMENT. ALL SOIL TESTING TO BE CONDUCTED BY THE COUNTY. THE CONTRACTOR SHALL

PROVIDE ALL REASONABLE ASSISTANCE DURING SOIL TESTING.

6. CONTRACTOR SHALL USE WATERTIGHT PLUGS AT ALL TIMES. PLYWOOD, PLASTIC OR FILTER

FABRIC IN NOT ACCEPTABLE.

7. LIMITATION OF DISTURBED AREAS

a. CONTRACTOR SHALL BE LIMITED TO 2,100 LINEAR FEET OF DISTURBED AREA DURING

ANYTIME THROUGHOUT THE CONTRACT DURATION. THE WORK AREA ALLOWED SHALL BE

700 LINEAR FEET OF ASPHALT ROADWAY REMOVAL, 700 LINEAR FEET OF OPEN TRENCH

AND 700 LINEAR FEET OF ASPHALT ROADWAY RESTORATION. PRIOR TO DISRUPTION OF

THE NEXT SEGMENT OF ASPHALT ROADWAY REMOVAL, THE ASPHALT RESTORATION ON

THE PREVIOUS SEGMENT SHALL BE UNDERWAY.

b. CONTRACTOR SHALL SAFEGUARD ALL OPEN EXCAVATIONS FROM BOTH VEHICLE AND

PEDESTRIAN TRAFFIC.

c. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT. PRIOR TO DAILY DEMOBILIZATION FROM

THE SITE, THE CONTRACTOR SHALL BACKFILL ALL EXCAVATIONS AND PROVIDE

TEMPORARY RESTORATION OF ALL DISTURBED AREAS.

d. THE CONTRACTOR SHALL COORDINATE THE WORK TO CONFORM TO THESE LIMITATIONS, UNLESS OTHERWISE APPROVED, IN WRITING, BY THE RESIDENT PROJECT

REPRESENTATIVE.

8. UPON COMPLETION OF THE WORK, THE SEWER LINES SHALL BE CLEANED, WITH ALL DEBRIS

REMOVED AT DOWNSTREAM MANHOLE. EACH SECTION OF SANITARY PIPE WILL BE TV

INSPECTED BY THE COUNTY TO INDICATE ANY PIPE DEFECTS. BELLIES OR OTHER DEFORMITIES WILL BE RE-LAID TO PROVIDE THE CORRECT LINE AND GRADE. OCU WILL BILL THE CONTRACTOR DIRECTLY FOR TV RE-INSPECTION PROVIDED BY THE COUNTY (PER LINEAR FOOT), IF THE LINE FAILS THE INITIAL INSPECTION. ALL MANHOLES SHALL BE EXAMINED FOR PROPER GRADE AND

WATER TIGHTNESS. THE CONTRACTOR SHALL ASSIST THE ENGINEER BY PROVIDING ALL

INSPECTION ASSISTANCE AS REQUIRED. THE CONTRACTOR SHALL MAKE NOTE OF ANY

CORRECTIONS REQUIRED AND SHALL PERFORM ALL REMEDIAL ACTIONS PRIOR TO THE FINAL

ACCEPTANCE BY THE RPR. THE ASPHALT SHALL BE PLACED AFTER THE PIPE WORK AND

TESTING ARE COMPLETED AND ACCEPTED BY THE COUNTY.

9. THE OWNER SHALL PROVIDE THE SERVICES OF A TESTING LABORATORY TO DETERMINE

WHETHER THE REQUIREMENTS FOR MATERIALS SPECIFICATIONS ARE MET. THE CONTRACTOR

SHALL GIVE THE RPR A MINIMUM OF 48 HOURS NOTICE WHEN REQUESTING FIELD TESTS. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS BEFORE STARTING ANY ACTIVITY THAT

REQUIRES TESTING.

10. THE CONTRACTOR MAY BE ALLOWED TO FURNISH AND PLACE EXCAVATABLE FLOWABLE FILL AS

A NO ADDITIONAL COST ALTERNATIVE TO BACKFILLING AND COMPACTING SOILS AS APPROVED

BY THE ENGINEER AND THE JURISDICTIONAL AUTHORITY RESPONSIBLE FOR THE RIGHT-OF-WAY.

11. BEFORE A CONNECTION IS TO BE MADE TO AN EXISTING PIPE OR MANHOLE, THE CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE, SIZE, ELEVATION, AND CONDITION OF THE

PIPE AND/OR MANHOLE, AND OBTAIN THE ENGINEER'S APPROVAL FOR THE PROPOSED

CONNECTION METHOD, UNLESS OTHERWISE DETAILED IN THE SPECIFICATIONS OR DRAWINGS.

12. LATERALS SHALL BE BURIED BETWEEN THREE (3) AND FIVE (5) FEET BELOW THE FINISH GRADE AT THE RIGHT OF WAY LINES. CLEANOUTS SHALL BE LOCATED AS CLOSE AS PRACTICAL TO THE R/W LINE, AS APPROVED BY THE ENGINEER. THE LOCATION OF LATERALS SHOWN ON PLANS IS APPROXIMATE. IF THERE IS NO EXISTING LATERAL, THE CONTRACTOR SHALL COORDINATE FINAL

LOCATION WITH PROPERTY OWNER PRIOR TO CONSTRUCTION. THE LOCATION OF LATERALS

SHALL BE MARKED WITH AN "S" ON THE TOP OF THE CURB, SIDEWALK OR EDGE OF PAVEMENT IF

NO CURB OR SIDEWALK EXISTS.

13. AVOID PLACEMENT OF CLEANOUTS IN DRIVEWAYS AND OTHER PAVED AREAS UNLESS

OTHERWISE INDICATED IN THE DRAWINGS, OR IF DIRECTED BY THE RPR TO DO SO. IN THESE

LOCATIONS ALL CLEANOUTS SHALL BE H20 TRAFFIC LOAD RATED WITH METAL LOCKABLE

COVERS STAMPED WITH THE WORD "SEWER".

14. USE EXTREME CAUTION WHEN EXCAVATING OR CONNECTING TO ASBESTOS CEMENT PIPE. THE

CONTRACTOR WILL BE REQUIRED TO SUPPLY TRUCKS CAPABLE OF PUMPING OUT THE PUMP

STATION UPSTREAM FROM BREAKS OR CONNECTION POINT. WHEN CONNECTING TO ASBESTOS

CEMENT WATER MAIN OR FORCE MAIN THE CONTRACTOR IS REQUIRED TO REPLACE ANY

DAMAGED LENGTHS OF PIPE. THE AMOUNT OF REPLACED PIPE WILL BE DETERMINED BY THE

ORANGE COUNTY UTILITIES INSPECTOR.

15. UNDER NO CIRCUMSTANCE SHALL THE ACTIVITIES OF THE CONTRACTOR OR HIS

SUBCONTRACTORS CAUSE ANY INTERRUPTIONS TO THE SERVICE OR OPERATION OF EXISTING

UTILITIES WITHOUT WRITTEN AUTHORIZATION FROM AN AUTHORIZED REPRESENTATIVE OF THE

UTILITY COMPANY OR ANY PIPING OR OTHER UTILITIES WHICH CAN BE REMOVED DURING

CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED

BY THE CONTRACTOR WITH THE PERMISSION OF THE ENGINEER AND THE UTILITY OWNER.

CONTRACTOR SHALL COPY ENGINEER OF ALL CORRESPONDENCE WITH UTILITY OWNER.

ORANGE COUNTY UTILITIES CONTRACTOR PROCEDURE TO CONNECT NEW WATER MAIN TO EXISTING

WATER MAIN:

16. ALL WORK TO BE COMPLETED BY CONTRACTOR UNLESS OTHERWISE NOTED.

17. THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION (407-254-9798) SHALL BE NOTIFIED AT LEASE SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY, OR PRIOR TO ANY ACTIVITY REQUIRING THE PRESENCE OF OR AN ACTION BY UTILITIES STAFF SUCH AS VALUE OPERATION, PRESSURE TESTING, PIPE CONNECTION, PUMP STATION OPERATION OR SHUTDOWN, ETC.

18. INSTALL NEW WATER MAIN.

19. MAKE TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE; FLUSH OUT NEW

WATER MAIN WITH POTABLE WATER (USE “JUMPER” ASSEMBLY WITH BACKFLOW PREVENTER).

20. FILL NEW WATER MAIN WITH POTABLE WATER AND PRESSURE TEST AT 150 PSI FOR 2 HOURS.

21. AS-BUILTS MUST BE COMPLETED AND SUBMITTED TO OCU INSPECTOR PRIOR TO WATER MAIN

CHLORINATION.

22. FLUSH HIGHLY CHLORINATED WATER OUT OF NEW WATER MAIN AND FILL WITH POTABLE WATER

AGAIN. CONTRACTOR TO MAINTAIN ADEQUATE CONTROLS AND DIVERSION DEVICES, CHECK

DAMS, HOLDING PONDS, DITCH BLOCKS, ETC. TO AVOID DIRECTLY DISCHARGING CHLORINATED

WATER TO ENVIRONMENTALLY SENSITIVE AREAS, WETLANDS OR WATER BODIES.

23. TAKE SAMPLES FOR BACTERIOLOGICAL TEST (TAKE SAMPLES ON TWO CONSECUTIVE DAYS).

24. AFTER ANALYSIS AND ACCEPTABLE RESULTS, SUBMIT TO ORANGE COUNTY UTILITIES

INSPECTOR WATER MAIN AND “CLEARANCE” PACKAGE INCLUDING BACTERIOLOGICAL TEST

RESULTS AS REQUIRED BY FDEP PERIMIT.

25. WAIT FOR PERMISSION FROM FDEP TO RELEASE NEW WATER MAIN FOR USE.

26. ONCE THE RELEASE IS RECEIVED, ORANGE COUNTY WATER DEPARTMENT NOTIFIES IN WRITING

(FLYERS ON ALL PEOPLE SERVICES BY THE EXISTING WATER MAIN THAT SERVICE WILL BE

INTERRUPTED (24 HOURS PRIOR TO INTERRUPTION) FOR CONNECTION TO THE NEW WATER

MAIN. CHLORINE RESIDUAL IS ONCE AGAIN VERIFIED.

27. ALL CONNECTIONS AND TAPS ON EXISTING MAINS SHALL MAINTAIN PRESSURE ON EXISTING MAIN (WET TAP). IF PRESSURE CANNOT BE MAINTAINED AND WITH PRIOR APPROVAL OF ORANGE COUNTY UTILTIIES INSPECTOR, THE PROCEDURE OUTLINED BELOW IN THE NOTES 13-21 SHALL

BE FOLLOWED. OTHERWISE SKIP THEM AND CONTINUE AT 22.

28. AFTER DEPARTMENT CLOSES UPSTREAM AND DOWNSTREAM VALVES INCLUDING LINE STOPS

VALVES TO ISOLATE PORTION OF EXISTING WATER MAIN AFFECTED.

29. THE EXISTING PIPE WILL BE FULLY EXCAVATED AND THE EXCAVATION DEWATERED SO THAT NO SOIL OR WATER IS WITHIN TWELVE INCHES OF THE BOTTOM OF THE WATER MAIN AT THE TIE-IN

SITE PRIOR TO INITIATING THE WORK.

30. THE PIPE SHALL BE BRUSHED CLEAN AND THE PIPE AND EXCAVATION TREATED WITH

HYDROCHLORIDE TO ASSIST WITH CONTAMINATION PREVENTION. (AWWA C651 STDS.)

31. A SECTION IS CUT FROM THE EXISTING WATER MAIN. WATER DRAINING FROM THE EXISTING

MAIN IS DIVERTED AND PUMPED SO THAT NO BACKFLOW OCCURS.

32. A FITTING OR PIPE SECTION IS INSTALLED (TYPICALLY NEED SLEEVE, PIPE SPOOL AND FILLER PIECE ARE PIPE AND FITTINGS ARE MECHANICALLY RESTRAINED; PRIOR TO INSTALLATION ALL

FITTINGS ARE SWABBED WITH CHLORINATED WATER. THE WATER LEVEL IN THE TRENCH IS

BELOW THE TRENCH BOTTOM. NO EXTERNAL WATER IS ALLOWED TO ENTER THE PIPE.

33. FITTING(S) OR TEE (USUALLY WITH VALVE) IS CONNECTED TO THE NEW WATER MAIN BY MEANS

OF FITTINGS NECESSARY.

34. VALVES ON EXISTING WATER MAIN ARE OPENED BY THE WATER DEPARTMENT AND WATER

FLOWS FROM EXISTING WATER MAIN TO NEW WATER MAIN. A VISUAL INSPECTION OF THE

CONNECTION IS MADE PRIOR TO BACKFILLING THE EXCAVATION TO INSURE THERE ARE NO

LEAKS.

35. THE CONNECTION PROCESS IS REPEATED ON BOTH ENDS OF THE NEW WATER MAIN.

36. IF THE EXISTING WATER MAIN IS TO REMAIN IN SERVICE, IT IS TO BE FLUSHED WITH POTABLE

WATER UNTIL NORMAL SYSTEM CHLORINE RESIDUAL IS OBTAINED. THE EXISTING WATER MAIN

WILL NOT BE CHLORINATED IF IT IS TO BE ABANDONED OR REMOVED.

37. COUNTY TAKES WATER SAMPLES FOR TWO CONSECUTIVE DAYS AND HAS THEM ANALYZED FOR

COLIFORM COUNT TO ENSURE WATER MEETS STANDARDS.

38. IF CUSTOMERS ARE SERVED FROM EXISTING POTABLE MAINS THAT ARE DEPRESSURIZED

DURING INSTALLATION OF NEW MAINS OR IF ANY OF THE BACTERIOLOGICAL SAMPLES ARE

POSITIVE, THE AREA WILL BE ISOLATED, SLUG CHLORINATION APPLIED AND THE BOIL WATER NOTICES DISTRIBUTED TO THE CUSTOMERS IN THE AFFECTED AREA. THE MAIN WILL BE BLOWN

OFF AGAIN AND SAMPLES RETAKEN. THIS PROCESS WILL BE REPEATED UNTIL PASSING

SAMPLES ARE ACHIEVED.

PUBLIC SIDEWALK CURB RAMPS

39. CONTRACTOR SHALL CONSTRUCT SIDEWALK CURB RAMPS CONFORMING TO FDOT INDEX

522-002 AND ADA STANDARDS AT INTERSECTIONS IMPACTED BY THE UTILITY CONSTRUCTION.

ACCESS AND MAINTENANCE OF TRAFFIC

40. CONTRACTOR SHALL SUBMIT A DETAILED MAINTENANCE OF TRAFFIC PLAN FOR PHASING OF

WORK IN THE SUBDIVISION. MAINTENANCE OF TRAFFIC AND PHASING PLANS SHALL BE

APPROVED BY THE PROJECT OWNER BEFORE IT CAN BE IMPLEMENTED IN THE FIELD.

CONTRACTOR SHALL SEQUENCE WORK TO MINIMIZE DISRUPTION OF VEHICULAR AND

PEDESTRIAN TRAFFIC. CONTRACTOR SHALL INCLUDE SIGN BOARDS A MINIMUM OF ONE WEEK IN

ADVANCE OF ROAD CLOSURES OR AS DEFINED BY ORANGE COUNTY PUBLIC WORKS AND THE

MOT PERMIT.

41. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF

ADEQUATE TRAFFIC CONTROL DEVICES AND BARRIERS, FOR THE PROTECTION OF VEHICLES,

PEDESTRIANS AND THE WORKERS. THE COST OF TRENCH BOXES IF REQUIRED BY TO

IMPLEMENT THE APPROVED M.O.T. PLAN, SHALL BE INCLUDED IN THE UNIT PRICE FOR UTILITY CONSTRUCTION. ALL WORK SHALL BE IN ACCORDANCE WITH THE F.H.W.A. MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES AND F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION AND REVISION, AND MEET WITH THE APPROVAL OF ORANGE

COUNTY PUBLIC WORKS DEPARTMENT.

42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING EACH EMPLOYEE SUPERVISING THE

SELECTION AND PLACEMENT OF M.O.T. CONTROL DEVICES SHALL BE PROPERLY TRAINED AND

CERTIFIED BY ATTENDING AND SUCCESSFULLY COMPLETING A FDOT APPROVED MOT COURSE.

THE TRAINING SHALL BE AT A LEVEL APPLICABLE TO THE EMPLOYEE'S LEVEL OF INVOLVEMENT.

ALL M.O.T. CERTIFICATIONS SHALL BE PROVIDED BY THE CONTRACTOR.

43. PEDESTRIAN CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT INDEX 102-660.

PEDESTRIAN CONTROL SHALL BE MAINTAINED ON ONE SIDE OF THE ROAD AT ALL TIMES. IF

UNABLE TO DO SO, THE CONTRACTOR SHALL PROVIDE TEMPORARY WALKWAYS, BOARDWALKS,

AND/OR TEMPORARY CONCRETE SIDEWALK.

44. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES. PROVIDE WRITTEN

NOTIFICATION TO RESIDENTS SEVEN (7) DAYS PRIOR TO IMPLEMENTING ANY ROADWAY OR

DRIVEWAY CLOSURE.

45. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE NEW OR LIKE NEW CONDITION. ALL SIGNS

SHALL BE POST MOUNTED UNLESS OTHERWISE INDICATED. EXISTING REGULATORY AND

WARNING SIGNS ARE TO BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE NOTED.

CHANNELING DRUMS SHALL BE USED ON NEWLY PAVED ROADWAYS. WATER FILLED BARRIER

SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. DURING NON-WORKING HOURS,

NO EQUIPMENT, VEHICLES OR MATERIAL SHALL BE PARKED OR STORED WITHIN THE CLEAR

ZONE OF A ROADWAY OPEN TO VEHICULAR TRAFFIC. ON STREET PARKING IS FOR THE GENERAL

PUBLIC AND SHALL NOT BE USED FOR ANY OF THE FOLLOWING: CONTRACTOR OR

SUBCONTRACTOR PARKING, CONSTRUCTION STAGING, TRUCK STAGING, STORING OF

MATERIALS. DELIVERY TRUCKS SHALL NOT BLOCK TRAFFIC.

46. CONTRACTOR TO COMPLETE HIS WORK AT THE END OF EACH DAY AND REOPEN SIDEWALKS FOR

PUBLIC USE. SIDEWALKS SHALL CONSIST OF A STABILIZED ASPHALTIC SURFACE, OR EQUAL,

SUITABLE FOR PUBLIC FOOT TRAFFIC. MATERIAL TO BE USED SHALL BE APPROVED BY THE

COUNTY PRIOR TO INSTALLATION.

47. ALL TEMPORARY ROAD REPAIR SHALL HAVE A SMOOTH DRIVING SURFACE.

48. CONTRACTOR SHALL PROVIDE TEMPORARY REPAIR OF ALL DRIVEWAYS ON THE SAME DAY THE

PIPE IS INSTALLED.

49. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE EMERGENCY RESPONSE

DEPARTMENT SERVING THE PROJECT AREA PRIOR TO EACH MOT/PHASING PLAN

IMPLEMENTATION AND ENSURE SAFE AND UNOBSTRUCTED PASSAGE THROUGH WORK ZONE BY

EMERGENCY VEHICLES TO EACH PROPERTY WITHIN THE PROJECT LIMIT. TEMPORARY DRIVING

SURFACE CAPABLE OF SUPPORTING FIRE DEPARTMENT’S APPARATUS LOAD AND MOVEMENT

GEOMETRY SHALL BE PROVIDED IF REQUIRED. SUCH TEMPORARY DRIVING SURFACE SHALL

ALSO ACCOMMODATE PASSENGER VEHICLES WITH LOW GROUND CLEARANCE. THE COSTS FOR

SUCH TEMPORARY DRIVING SURFACE AND RELATED DEMOLITION AND RESTORATION WORK

SHALL BE INCLUDED IN THE CONTRACTOR’S BID.

50. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH OTHER ESSENTIAL SERVICE PROVIDERS

SUCH AS GARBAGE COLLECTION, MAIL AND PARCEL DELIVERY SERVICES PRIOR TO EACH

MOT/PHASING PLAN IMPLEMENTATION AND MAKE TEMPORARY PROVISIONS TO ENSURE

HOMEOWNERS’ ACCESS TO SUCH SERVICES ARE NOT INTERRUPTED. ANY

CHANGE/INTERRUPTION TO PROPERTY OWNERS’ NORMAL SERVICES INCLUDING SERVICE

LOCATIONS SHALL BE APPROVED BY THE PROJECT OWNER IN ADVANCE.

51. CONTRACTOR SHALL ABIDE BY THE WORKING HOURS ESTABLISHED BY THE PROJECT OWNER.

THE NORMAL WORK HOURS ARE DEFINED AS.

52. AT THE END OF EACH WORK PERIOD, CONTRACTOR SHALL RESTORE THE ROADWAY SURFACE

TO TRAFFIC WORTHY CONDITION TO ALLOW TWO-WAY VEHICULAR TRAFFIC. ALL EQUIPMENT,

MATERIALS, AND DEVICES TO REMAIN IN THE PROJECT LIMIT DURING THE AFTER HOURS SHALL

BE PROPERLY SECURED TO PROTECT PUBLIC SAFETY. AFTER HOURS SECURITY SHALL BE

PROVIDED IF REQUIRED.

EMERGENCY AND SPILLS

53. DURING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL SAFETY STANDARDS.

54. IN THE EVENT OF A MAIN BREAK, SPILL OR OTHER EMERGENCY ASSOCIATED WITH ORANGE

COUNTY UTILITY LINES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ORANGE COUNTY

UTILITY DISPATCH 836-2777 ANYTIME 24/7. THE CONTRACTOR SHALL PROVIDE TANKERS TO

IMMEDIATELY CLEAN UP ANY WASTEWATER SPILLS.

55. THE CONTRACTOR SHALL PROVIDE A WEATHERPROOF ENCLOSURE CONTAINING A LEGIBLY AND

ACCESSIBLE LIST OF EMERGENCY CONTACTS AND PHONE NUMBERS. THIS LIST SHALL BE

MAINTAINED AND ACCESSIBLE AT ALL TIMES THROUGH THE DURATION OF THE PROJECT.

56. ALL DAMAGE TO ORANGE COUNTY MAINS SHALL BE REPAIRED IMMEDIATELY BY THE

CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT DONE IN A TIMELY

MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY

PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR SAID REPAIRS.

TREE REMOVAL / CLEARING AND GRUBBING NOTES:

57. WITHIN APPLICABLE AREAS, CONTRACTOR SHALL COMPLETELY CLEAR, GRUB, AND REMOVE OR

COMPLETELY GRIND ALL STUMPS THROUGH WOODED AND/OR UNIMPROVED AREAS, 10 FEET

CENTERED ON THE PROPOSED PIPELINE.

58. CONTRACTOR SHALL BE AWARE THAT TREES SMALLER THAN 10" CALIPER DIAMETER MAY NOT

APPEAR ON THE SURVEY.

59. WITHIN EACH SUBDIVISION ALL TREES REQUIRING REMOVAL SHALL BE REPLACED WITH A 4"

CALIPER DIAMETER LIVE OAK NEAR THE EXISTING LOCATION TO BE DETERMINED BY OCU.

60. THE CONTRACTOR SHALL PROVIDE A STATE OF FLORIDA CERTIFIED ARBORIST FOR ALL TREE LIMB AND TREE ROOT PRUNING AND PROTECTION ACTIVITIES. ARBORIST SHALL BE CERTIFIED

BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE OR A FLORIDA LICENSED LANDSCAPE

ARCHITECT.

61. ALL TREES TO REMAIN WHOSE ROOTS MUST BE CUT DURING CONSTRUCTION SHALL HAVE ALL

CUT ROOTS TREATED TO GIVE THE TREE THE BEST CHANCE OF SURVIVAL.

62. LATERAL ROUTES MUST BE COORDINATED WITH ORANGE COUNTY PRIOR TO THE START OF

CONSTRUCTION.

X

X-XX

X

X-XX

SECTION REFERENCE

A

AAP ALARM ANNUNCIATOR PANEL

AARV AUTOMATIC AIR RELEASE

VALVE

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABAN ABANDON(ED)

ABRSV ABRASIVE

ABS ACRYLONITRILE BUTADIENE

STYRENE

ABV ABOVE

AC ALTERNATING CURRENT

ACCMP ASPHALT-COATED

CORRUGATED METAL PIPE

ACP ASBESTOS CEMENT PIPE

ADDM ADDENDUM

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHD AHEAD

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMT AMOUNT

APRX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AS ALUM SOLUTION

ASPH ASPHALT

ASSY ASSEMBLY

AVE AVENUE

A/C AIR CONDITIONING

A/VV AIR/VACUUM AIR VALVE

B

BAF BAFFLE

BCV BALL CHECK VALVE

BF BLIND FLANGE

BFV BUTTERFLY VALVE

BHP BRAKE HORSEPOWER

BI BLACK IRON

BITUM BITUMINOUS OR BITUMASTIC

B/L BASELINE

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOC BACK OF CURB

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BSP BLACK STEEL PIPE

BV BALL VALVE

BW BOTH WAYS

BWW BACKWASH WATER

C

CAP CAPACITY

CA COMPRESSED AIR

CAV COMBINATION AIR VALVE

CB CATCH BASIN

CCC CHLORINE CONTACT CHAMBER

CE CHLORINATED EFFLUENT

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CV CHECK VALVE

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

C/L CENTER LINE

CL2 CHLORINE GAS

CLF CHAIN LINK FENCE

CLR CLEAR OR CLEARANCE

CLVT CULVERT

CMP CORRUGATED METAL PIPE

CMPA CORRUGATED METAL PIPE

ARCH

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COAG COAGULANT

COL COLUMN

COM COMMON

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCT(ION)

CONT CONTINUOUS

CONTR CONTRACT(OR)

COORD COORDINATE

CO COMPANY

CP CONCRETE PIPE

CPA CONCRETE PIPE ARCH

CPLG COUPLING

CPVC CHLORINATED POLYVINYL

CHLORIDE

CR CONCENTRIC REDUCER

CS CHLORINE SOLUTION

CSG CASING

CTV CABLE TELEVISION

CY CUBIC YARD

CYL CYLINDER

C&G CURB AND GUTTER

C/C CENTER TO CENTER

D

DAT DATUM

DBL DOUBLE

DC DIRECT CURRENT

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DF DIESEL FUEL

DI DUCTILE IRON

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISCH DISCHARGE

DIR DIRECTION

DMH DROP MANHOLE

DN DOWN

DR DRAIN

DV DIAPHRAGM VALVE

DW DRIVEWAY

DWG DRAWING

DWV DRAIN, WASTE, AND VENT

E

E EAST

EA EACH

ECC ECCENTRIC

EF EACH FACE

EFF EFFLUENT

E/L EASEMENT LINE

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

EMER EMERGENCY

ENC ENCASE(MENT)

ENGR ENGINEER

EP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPRF EXPLOSION PROOF

EQUIP EQUIPMENT

ER ECCENTRIC REDUCER

ESMT EASEMENT

EST ESTIMATE(D)

EW EACH WAY

EXC EXCAVATE

EXP EXPANSION

EXST EXISTING

EXST GR EXISTING GRADE

EXT EXTERIOR

EXTN EXTENSION

F

FAB FABRICATE(D)

FCA FLANGED COUPLING ADAPTER

FB FLAT BAR

FCV FLOW-CONTROL VALVE

FD FLOOR DRAIN

FDN FOUNDATION

FE FILTER(ED) EFFLUENT

FHY FIRE HYDRANT

FIG FIGURE

FIN FINISH(ED)

FIN FLR FINISH FLOOR

FIN GR…