Y22-718_Drawings4.pdf

CONSTRUCTION PLANS FOR:

TEXAS AVENUE

UTILITY IMPROVEMENTS PROJECT

(FROM DUSKIN AVENUE TO SOUTH OF HOLDEN AVENUE)

PREPARED BY:

CPH, INC.

1117 East Robinson Street, Orlando, Fl. 32801 Phone: 407.425.0452 Fax: 407.648.1036 Certificate of Authorization No. 3215

OCU SEQUENCE NUMBER: 59565

WASTEWATER SUB-ORG: 1504-41

PS F3229 CONSTRUCTION SUB-ORG: 1509-34

PS 3169 DEMOLISHMENT SUB-ORG: 1503-15

PS 3170 REHABILITATION SUB-ORG: 1502-68

ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION

INFORMATION SHOULD NOT BE OBTAINED BY

SCALING THE PLANS.

BID SET

BYRON W. BROOKS, A.I.C.P.

COUNTY ADMINISTRATOR

ED TORRES, M.S.,P.E.,LEED AP

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

EMILY BONILLA

DISTRICT 5

VICTORIA P. SIPLIN

DISTRICT 6

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 85506

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143 Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000308

Architects Engineers

Environmental Landscape Architects

M / E / P Planners

Surveyors Traffic/Transportation

A Full Service A & E Firm

N

N .T

.S

TITLEDWG. NO.

DRAWING INDEX

LOCATION MAP, DRAWING INDEX & LEGEND

GENERAL NOTES

C101

G200

G300

COVER SHEETG100

CONSTRUCTION DETAILS

D101

D100

SHEET NO.

C102

KEY SHEET

G4008 OF 77

SUMMARY OF PAY ITEMS

G5009 OF 77

C103

C104

C105

C106 A

C107 A

C108

PLAN AND PROFILE - TEXAS AVENUE STA. 144+80 TO STA. 150+40

C109

C110

C111

PLAN AND PROFILE - TEXAS AVENUE STA. 161+60 TO STA. 167+20

CONSTRUCTION DETAILS

ELECTRICAL DETAILS - 2ED101

PLAN AND PROFILE - TEXAS AVENUE STA. 130+00 TO STA. 134+60

PLAN AND PROFILE - TEXAS AVENUE STA. 134+60 TO STA. 139+20

PLAN AND PROFILE - TEXAS AVENUE STA. 139+20 TO STA. 144+80

PLAN AND PROFILE - TEXAS AVENUE STA. 150+40 TO STA. 156+00

PLAN - TEXAS AVENUE STA. 156+00 TO STA. 161+60

BID SET

PLAN AND PROFILE - TEXAS AVENUE STA. 167+20 TO STA. 172+80

PLAN AND PROFILE - TEXAS AVENUE STA. 172+80 TO STA. 178+40

PLAN AND PROFILE - TEXAS AVENUE STA. 178+40 TO STA. 184+00

PLAN AND PROFILE - AMERICANA BOULEVARD STA. 1004+00 TO STA. 1009+60

C112

P.S. 3170 DEMOLITION SITE PLAN

C113

P.S. 3170 SITE PLAN

C114

P.S. 3229 SITE PLAN

P.S. 3169 DEMOLITION SITE PLAN

C116

P.S. 3169 SITE PLAN

C117

P.S. 3170 PUMP PLAN, SECTION AND DETAIL

G600

GENERAL NOTES AND ABBREVIATIONS

PLAN AND PROFILE - AMERICANA BOULEVARD STA. 1009+60 TO STA. 1015+20

C118

C119

C120

FORCE MAIN CONNECTION DETAILS

C121

PLAN AND PROFILE - DUSKIN AVENUE WEST OF TEXAS AVENUE

C115

CROSS SECTIONS

C-122

D102

CONSTRUCTION DETAILS

P.S. 3229 PUMP PLAN, SECTION AND DETAIL

C-123

D103

CONSTRUCTION DETAILS WET WELL INSTALLATION D104

D105 CONSTRUCTION DETAILS WET WELL INSTALLATION

E001 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E100 P.S. 3169 TEXAS AVENUE ELECTRICAL DEMOLITION PLAN

E200 P.S. 3170 TEXAS AVENUE DUPLEX PUMP CONTROL SINGLE LINE DIAGRAM

E201 P.S. 3170 AMERICANA BLVD. ELECTRICAL DEMOLITION PLAN

E202 P.S. 3170 AMERICANA BLVD. ELECTRICAL PLAN

E300 P.S. 3229 DUSKIN AVENUE DUPLEX PUMP CONTROL PANEL SINGLE LINE DIAGRAM

E301 P.S. 3229 DUSKIN AVENUE ELECTRICAL PLAN

ED100 ELECTRICAL DETAILS - 1

X100 ASSET TABLES

G200

AS SHOWN

DAW

GNP

DEM

O28526 Cover

LOCATION MAP AND DRAWING INDEX

DAVID E. MAHLER

50041 77

TEXAS AVENUE

UTILITY IMPROVEMENTS PROJECT

(FROM DUSKIN AVENUE TO SOUTH OF HOLDEN AVENUE)

GENERAL NOTESG3014 OF 77

GENERAL NOTESG3025 OF 77

GENERAL NOTESG3036 OF 77

GENERAL NOTES, LEGEND AND UTILITY CONTACTSG3047 OF 77

SUMMARY OF PAY ITEMSG601

TOPOGRAPHIC SURVEY - AMERICANA BOULEVARDV-101

TOPOGRAPHIC SURVEY - AMERICANA BOULEVARDV-102

TOPOGRAPHIC SURVEY - DUSKIN AVENUEV-103

TOPOGRAPHIC SURVEY - DUSKIN AVENUEV-104

CROSS SECTIONS

C-124

TRAFFIC CONTROL PLANS - GENERAL NOTES SHEETTCP-1

TCP-2

TCP-3

TRAFFIC CONTROL PLANS - TYPICAL SECTION SHEET

TRAFFIC CONTROL PLANS PHASE A - PLAN SHEET

C106 B PLAN AND PROFILE - TEXAS AVENUE STA. 156+00 TO STA. 161+60

C107 B PLAN AND PROFILE - TEXAS AVENUE STA. 161+60 TO STA. 167+20

ELECTRICAL DETAILS - 3ED102

ELECTRICAL DETAILS - 4ED103

C107 C PLAN AND PROFILE - AMERICANA PLAZA EASEMENT STA. 400+00 TO STA. 404+60

C107 D PLAN AND PROFILE - AMERICANA PLAZA EASEMENT STA. 404+60 TO STA. 409+00

PLAN AND PROFILE - DUSKIN AVENUE WEST OF TEXAS AVENUE

X101 ASSET TABLES

CONSTRUCTION DETAILS

19 OF 77 TCP-4

20 OF 77 TCP-5

21 OF 77 TCP-6

22 OF 77 TCP-7

23 OF 77 TCP-8

24 OF 77 TCP-9

25 OF 77 TCP-10

26 OF 77 TCP-11

27 OF 77 TCP-12

28 OF 77 TCP-13

29 OF 77 TCP-14

TRAFFIC CONTROL PLANS PHASE A - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE A - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE A - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE B - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE B - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE B - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE B - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE B - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE B - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE C - PLAN SHEET

TRAFFIC CONTROL PLANS PHASE C - PEDESTRIAN DETOUR

TITLEDWG. NO.

DRAWING INDEX

SHEET NO.

TITLEDWG. NO.

DRAWING INDEX

SHEET NO.

Drawing name: C:\Users\gmoore\AppData\Local\Temp\AcPublish_46816\O28526 Cover Sheet Notes & Details BID SET.dwg Oct 21, 2021 - 8:14am gmoore

ELECTRICAL DETAILS - 5ED10475 OF 77

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 85506

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143 Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000308

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Surveyors

Traffic/Transportation

A Full Service A & E Firm

G300

AS SHOWN

DAW

GNP

DEM

O28526 Cover

GENERAL NOTES

DAVID E. MAHLER

50041 77

TEXAS AVENUE

UTILITY IMPROVEMENTS PROJECT

(FROM DUSKIN AVENUE TO SOUTH OF HOLDEN AVENUE)

GENERAL NOTES

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.

1. ALL COORDINATION AND COMMUNICATIONS WITH ORANGE COUNTY STAFF SHALL BE MADE THROUGH THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION INSPECTOR. CONTACT THE OCU DISPATCH DURING NON-BUSINESS HOURS

FOR EMERGENCIES.

2. THE ORANGE COUNTY UTILITIES CONSTRUCTION DIVISION SHALL BE NOTIFIED AT LEAST 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 SCHEDULING VALVE OPERATION, PRESSURE TESTING, PIPE CONNECTION, PUMP STATION OPERATIONS OR

SHUTDOWNS, ETC.

THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST 48 HOURS PRIOR TO ANY UTILITIES

CONSTRUCTION BY CALLING 407-254-9798.

3. ORANGE COUNTY FIELD SERVICES TELEPHONE NUMBER: 407-836-6818

SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OCU DISPATCH OPERATOR

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

4. THE CONTRACTOR SHALL PROVIDE FOR ALL BY-PASSING AND/OR HAULING OF WASTEWATER DURING ALL INTERRUPTIONS OF FLOWS AND/OR CONNECTIONS TO THE EXISTING WASTEWATER SYSTEM. CONTRACTOR TO COORDINATE WITH COUNTY INSPECTOR. 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. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE CONTRACTOR SHALL SUBMIT A BYPASS PLAN SIGNED AND SEALED BY A PROFESSIONAL ENGINEER TO OCU FOR

APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

5. WATER, WASTEWATER AND RECLAIMED WATER VALVES, PUMP STATIONS OR OTHER UTILITY INFRASTRUCTURE ARE TO BE OPERATED ONLY BY ORANGE COUNTY UTILITIES PERSONNEL. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION. FOR OPERATION OF ORANGE COUNTY PUMP STATIONS, THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATION AND SHUT DOWN WITH AN ORANGE COUNTY UTILITIES INSPECTOR (407-254-9798).

6. ALL EXISTING WATER MAINS, FORCE MAINS, GRAVITY PIPES AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE PROJECT WILL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. WATER, WASTEWATER AND REUSE VALVES ARE TO BE OPERATED BY ORANGE COUNTY UTILITIES STAFF COORDINATED BY OCU INSPECTOR (407-254-9798). ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, AND GRAVITY MAINS AND RECLAIMED WATER MAINS. WATER MAIN, FORCE MAIN, GRAVITY MAIN AND RECLAIMED WATER MAIN LOCATIONS SHOWN ON THE PLANS ARE NOT EXACT OR GUARANTEED. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY LOCATIONS.

8. LOCATIONS OF EXISTING UTILITIES AS SHOWN AS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES AND DETERMINE THE STATUS OF SAID UTILITY, PRIOR TO ANY DEMOLITION OR CONNECTION OF PROPOSED UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS, INCLUDING FIBER OPTICS COMPANIES, AT LEAST SEVEN (7) DAYS PRIOR TO CONSTRUCTION AND A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER OPTICS.

9. 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 AND CABLE TV) AND SHALL EVALUATE POTENTIAL CONFLICTS IN WRITTEN REPORT. ANY CONFLICTS SHALL BE REPORTED TO ENGINEER/OWNER IMMEDIATELY UPON DISCOVERY AND DETAILED IN THE REPORT.

10. 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.

11. USE EXTREME CAUTION WHEN EXCAVATING OR CONNECTING TO ASBESTOS CEMENT PIPE. THE CONTRACTOR MAY BE REQUIRED TO SUPPLY TRUCKS CAPABLE OF PUMPING OUT THE PUMP STATION UPSTREAM FROM BREAKS OR CONNECTING 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.

12. ALL ASBESTOS CEMENT PIPE TO BE TAKEN OUT OF SERVICE WILL BE ABANDONED AND GROUTED IN PLACE UNLESS OTHER WISE NOTED ON PLANS. ASBESTOS CEMENT PIPE WILL BE REMOVED AND DISPOSED OF ACCORDING TO STATE

AND FEDERAL ORDINANCES AND REGULATIONS.

13. ALL UTILITIES CONSTRUCTION CONNECTING TO THE ORANGE COUNTY UTILITIES SYSTEM SHALL CONFORM TO THE CURRENT ORANGE COUNTY MANUAL OF STANDARDS AND SPECIFICATIONS FOR WASTEWATER AND WATER MAIN CONSTRUCTION UNLESS OTHERWISE NOTED. ALL MATERIALS USED IN CONSTRUCTION SHALL BE ON THE APPROVED

“APPENDIX D” LIST FROM THE CURRENT STANDARDS MANUAL MENTIONED PREVIOUSLY.

14. SUPPORT AND PROTECT ALL EXISTING UTILITIES. CONTRACTOR SHALL CONTACT UTILITY OWNERS FOR LOCATION OF ALL EXISTING FACILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY OWNERS AND BE RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT FOR UTILITY POLES AND ALL OTHER UTILITIES DURING

CONSTRUCTION.

15. THE UTILITY IMPROVEMENTS AND ADJUSTMENTS SHOWN ON THESE DRAWINGS ARE INTENDED TO MAINTAIN THE INTEGRITY OF THE ORANGE COUNTY WATER, WASTEWATER AND RECLAIM WATER SYSTEMS. THE DRAWINGS DO NOT INCLUDE WORK PERFORMED ON OR FOR UTILITY SYSTEMS OWNED BY OTHERS, UNLESS STATED OTHERWISE ON THE

DRAWINGS.

16. FLUSHING, HYDROSTATIC TESTING AND DISINFECTING OF WATER MAINS SHALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH AWWA SPECIFICATIONS C-600, C-651 AND APPLICABLE SECTIONS OF THE CURRENT ORANGE COUNTY STANDARDS AND SPECIFICATIONS MANUAL. FITTINGS AND MINOR REPLACEMENT SEGMENTS ARE REQUIRED TO MAKE CONNECTIONS TO EXISTING WATER LINES SHALL BE THOROUGHLY DISINFECTED BY SWABBING THE ENTIRE INTERIOR WITH A MINIMUM 5% CHLORINE SOLUTION PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS AND MANPOWER TO ACCOMPLISH THESE OPERATIONS. AUTHORIZED ORANGE COUNTY UTILITIES. DIVISION PERSONNEL SHALL BE PRESENT DURING THE TEST. COORDINATE WITH THE ORANGE COUNTY INSPECTOR AT LEAST SEVEN (7) DAYS PRIOR TO START OF THIS WORK. THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH A 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 FORCEMAIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER.

17. ALL EXISTING OCU VALVE BOXES, LOCATED ON EXISTING WATER MAIN TO REMAIN, SHALL BE REPLACED WITH ADJUSTABLE SEALED VALVE BOX AS SHOWN IN THE STANDARD DETAILS. ALL NEW AND EXISTING VALVES AND VALVE BOXES SHALL BE PROTECTED AND ADJUSTED TO FINISH GRADE AS SHOWN ON THE DRAWINGS. VALVE AND VALVE

BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES.

18. THE CONTRACTOR SHALL PROTECT EXISTING WATER METERS AND SERVICE CONNECTIONS DURING CONSTRUCTION AND SHALL COORDINATE THE RELOCATION OF WATER SERVICE METERS WITH THE MAINTENANCE PERSONNEL OF THE ORANGE COUNTY WATER DEPARTMENT. THE CONTRACTOR WILL RELOCATE WATER METERS AS NECESSARY AND AS

DIRECTED BY ORANGE COUNTY PERSONNEL.

19. ALL PVC WATER MAIN, SEWER AND RECLAIMED WATER MAIN PIPE SHALL CONFORM TO AWWA C900, DR 18. ALL DUCTILE IRON WATER MAIN AND RECLAIM WATER MAIN SHALL CONFORM TO ANSI/AWWA A21.51/SHEET C151. ALL PVC PRESSURE

PIPES SHALL USE DUCTILE IRON FITTINGS. FITTINGS FOR ALL SERVICES SHALL BE BRASS.

20. ALL PIPE, PIPE FITTINGS AND APPURTENANCES INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320 (21) (B) 3, FAC, USING BLUE AS PREDOMINANT COLOR FOR WATER;

GREEN FOR WASTEWATER; AND PURPLE FOR RECLAIMED WATER.

21. ALL ALL BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF MINIMUM DRY DENSITY AS MEASURED BY AASHTO T-180 METHOD 'D' TEST (MOFIFIED PROCTOR) IN OPEN AREAS AND NOT LESS THAN 98% OF 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 THE SOIL TESTING.

22. PIPE LENGTHS SHOWN ON PLANS ARE APPROXIMATE. ACTUAL LENGTHS ARE TO BE DETERMINED DURING

CONSTRUCTION.

23. ALL STATIONS AND OFFSETS REFER TO BASELINE OF STATIONING.

24. MAINTAIN EMERGENCY VEHICLE ACCESS TO ALL BUSINESSES AND RESIDENCES AT ALL TIMES.

BID SET

Drawing name: C:\Users\gmoore\AppData\Local\Temp\AcPublish_46816\O28526 Cover Sheet Notes & Details BID SET.dwg Oct 21, 2021 - 8:14am gmoore

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 85506

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143 Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000308

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Surveyors

Traffic/Transportation

A Full Service A & E Firm

BID SET

25. ALL MAINS SHALL BE CONSTRUCTED AS SHOWN ON PLANS. A MINIMUM COVER OF 36 INCHES SHALL BE MAINTAINED ON ALL MAINS, WHERE IT IS NOT OTHERWISE SPECIFIED ON PLANS OR DIRECTED BY ENGINEER. FOR DUCTILE IRON PIPE, ALL DIRECTION CHANGES IN THE PIPE BOTH HORIZONTAL AND VERTICAL SHALL BE BY INSTALLATION OF FITTINGS UNLESS OTHERWISE NOTED OR DIRECTED BY ENGINEER. JOINT DEFLECTION, IF ALLOWED BY OCU, SHALL NOT EXCEED 50% OF THE MANUFACTURER'S RECOMMENDED DEFLECTION. NO DEFLECTION OR BENDING OF ANY KIND SHALL BE

PERMITTED FOR PVC PIPE.

26. ALL PIPES SHALL BE RESTRAINED IN ACCORDANCE WITH THE RESTRAINT TABLES SHOWN ON DETAIL SHEETS. IN ADDITION, ALL FITTINGS SHALL BE MECHANICAL JOINT RESTRAINED. NO THRUST BLOCKS SHALL BE PERMITTED.

RESTRAIN EXISTING PIPE WHERE REQUIRED IN ACCORDANCE WITH THE RESTRAINT TABLE.

27. PIPE SIZES SHOWN ON PLANS ARE MINIMUM INSIDE DIAMETER.

28. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. DO NOT CONNECT ANY PROPOSED WATER MAIN TO ANY EXISTING WATER MAIN UNLESS CLEARED BY FDEP. CONTRACTOR SHALL NOT OPERATE ANY VALVES IN THE

SYSTEM.

29. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE HAVE BEEN REVIEWED AND ACCEPTED BY THE OWNER. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE OWNER A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO SCHEDULING ANY CONNECTIONS. THE REQUEST SHALL REFERENCE THE PROFESSIONAL LAND SURVEYOR CERTIFIED COMPLETED AS-BUILT RECORD DRAWINGS PREVIOUSLY SUBMITTED AND SHALL OUTLINE THE FOLLOWING:

A. POINTS OF CONNECTION, FITTINGS TO BE USED, METHODS OF FLUSHING AND DISINFECTION AND VERIFICATION OF

RESTRAINT ON EXISTING PIPE.

B. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTIONS.

C. THE OWNER SHALL REVIEW THE SUBMITTAL WITHIN FIVE (5) WORKING DAYS AFTER RECEIVING IT AND INFORM THE

CONTRACTOR REGARDING APPROVAL OR DENIAL OF THE REQUEST. IF THE OWNER REJECTS THE REQUEST, THE CONTRACTOR SHALL RESUBMIT THE REQUEST MODIFYING IT IN A MANNER ACCEPTABLE TO THE OWNER. ALL CONNECTIONS SHALL ONLY BE MADE ON THE AGREED UPON DATE AND TIME. SHOULD THE CONTRACTOR NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON MANNER, HE SHALL BE REQUIRED TO RESCHEDULE THE CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES IN THE SYSTEM. MAINS SHALL NOT BE PLACED IN SERVICE UNTIL CLEARANCE IS RECEIVED FROM FDEP; AS-BUILT DRAWINGS MUST BE COMPLETED AND SUBMITTED PRIOR TO WATER MAIN CHLORINATION.

30. NO VALVE BOXES, METERS, PORTIONS OF MANHOLES OR OTHER APPURTENCES OF ANY KIND SHALL BE LOCATED IN ANY PORTION OF A CURB-AND-GUTTER SECTION. CONTRACTOR SHALL ADVISE ENGINEER IMMEDIATELY UPON

DISCOVERY OF A POTENTIAL CONFLICT.

31. CONTRACTOR SHALL PROVIDE DETAILED AS-BUILT DRAWINGS OF ALL UTILITIES UNCOVERED IN TRENCHES. THE AS-BUILT SHALL RECORD LOCATION, SIZE, TYPE, ELEVATION AND OWNER OF ALL UTILITY FACILITIES UNCOVERED.

32. ALL EXISTING WATER MAINS SHALL REMAIN IN SERVICE UNTIL THE PROPOSED MAINS ARE ACCEPTED FOR SERVICE AND

ALL SERVICES ARE TRANSFERRED TO THE NEW WATER MAIN.

33. ALL PROPOSED DUCTILE IRON PIPES SHALL BE WRAPPED WITH 8 MIL POLYETHYLENE. POLYETHYLENE BAGGING SHALL

HAVE "ORANGE COUNTY UTILITIES" STAMPED ON THE BAGGING.

34. REPLACE ALL EXISTING VALVE BOXES WITH NEW BOXES.

35. WHEN USING SCALED DATA CONSIDER THAT THESE PLANS MAY HAVE ALTERED IN SIZE DURING REPRODUCTION.

36. LOCATIONS AND DIMENSIONS OF EXISTING RIGHT-OF-WAYS AND EASEMENTS ARE BASED ON BEST AVAILABLE INFORMATION. VERIFY AND STAKE THE LIMITS OF THE RIGHT-OF-WAYS AND EASEMENTS IN ORDER TO AVOID

ENCROACHMENTS BEFORE AND CONSTRUCTION.

37. WHEN OBTAINING DATA AND INFORMATION FROM THE PLANS, FIGURES SHALL BE USED IN REFERENCE TO SCALED

DIMENSIONS.

38. 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.

39. COMPLETE ALL CONSTRUCTION WITHIN RIGHT OF WAY LIMITS AND EASEMENT LIMITS, UNLESS OTHERWISE NOTED.

40. RESTORE ALL EXISTING IMPROVEMENTS AND DISTURBED AREAS TO ORIGINAL OR BETTER CONDITION. PAVEMENT TO BE RESTORED IN ACCORDANCE WITH THE PAVEMENT RESTORATION DETAILS SHOWN ON THE CONSTRUCTION DETAIL

SHEETS.

G301

AS SHOWN

DAW

GNP

DEM

O28526 Cover

GENERAL NOTES

DAVID E. MAHLER

50041 77

TEXAS AVENUE

UTILITY IMPROVEMENTS PROJECT

(FROM DUSKIN AVENUE TO SOUTH OF HOLDEN AVENUE)

41. IF RELOCATION OF AN EXISTING GAS MAIN IS REQUIRED, IT SHALL BE RELOCATED BY OTHERS.

42. PROTECT EXISTING IMPROVEMENTS TO THE MAXIMUM EXTENT POSSIBLE. ALL DAMAGED SIDEWALK, ROADWAY PAVEMENT AND OTHER IMPROVEMENTS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION, AT THE

CONTRACTOR EXPENSES.

43. ASPHALTIC CONCRETE DRIVES SHALL BE COMPLETED TO THE ORIGINAL EDGE OF PAVEMENT. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXISTING PAVEMENT OUTSIDE OF NEW PAVING LIMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGE TO THE EXISTING ROADWAY OUTSIDE THE NEW PAVING LIMITS.

44. ALL COUNTY ROADS TO BE OPEN CUT SHALL BE APPROVED BY ORANGE COUNTY PUBLIC WORKS PRIOR TO OPEN-CUTS.

SUBMIT A MAINTENANCE OF TRAFFIC (MOT) PLAN CONFORMING TO ORANGE COUNTY RIGHT-OF-WAY UTILIZATION REGULATIONS TO ORANGE COUNTY PUBLIC WORKS A MINIMUM OF FOURTEEN (14) DAYS PRIOR TO ANY WORK WITHIN COUNTY RIGHT-OF-WAY. A COPY OF THIS PLAN SHALL ALSO BE SUBMITTED TO THE ENGINEER AND UTILITY COUNTY INSPECTOR. NOTIFY THE COUNTY ENGINEER 24 HOURS PRIOR TO ANY OPEN CUT OF ROADWAYS WITHIN THE COUNTY RIGHT-OF-WAY. TWO WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.

MAINTAIN A SET OF COUNTY APPROVED CONSTRUCTION PLANS AND MOT PLANS AT THE CONSTRUCTION SITE AT ALL

TIMES WHEN WORKING WITHIN THE COUNTY RIGHT-OF-WAY.

45. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL REQUIREMENTS OF REGULATORY AGENCY PERMITS

FOR CONSTRUCTION ACTIVITIES AND RELATED ACTIVITIES.

46. 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 AS NECESSARY. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE OCU INSPECTOR.

47. 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. CONTRACTOR TO COMPLY WITH OSHA TRENCH SAFETY REQUIREMENTS AT ALL TIMES.

48. NEW OR RELOCATED UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY-OR VACUUM-TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE 3 OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPEINE. NEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TOLAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.

ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCEMAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT

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

49. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON-SITE DURING THE LIFE OF THE PROJECT, A WEATHERPROOF ENCLOSURE CONTAINING A READILY ACCESSIBLE LIST OF EMERGENCY CONTACTS AND PHONE NUMBERS.

50. THE CONTRACTOR SHALL PROVIDE TANKERS AND SIGNED DOCUMENT ACKNOWLEDGING THE UNDERSTANDING OF THE ORANGE COUNTY UTILITY "EMERGENCY WATER SPILL AND WATER MAIN BREAK PROCEDURES", IN THE PRE

CONSTRUCTION PACKET FOR THE MEETING.

51. THE CONTRACTOR SHALL CALL SUNSHINE 811 AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO THE START OF

CONSTRUCTION - PHONE - 800-432-4770 OR 811.

52. THE DISPOSAL OF ANY EXCESS EARTHWORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

53. SALVAGE AND/OR DISPOSAL OF ALL EXISTING EQUIPMENT SHALL BE AT THE DIRECTION OF THE ORANGE COUNTY

RESIDENT PROJECT REPRESENTATIVE.

Drawing name: C:\Users\gmoore\AppData\Local\Temp\AcPublish_46816\O28526 Cover Sheet Notes & Details BID SET.dwg Oct 21, 2021 - 8:14am gmoore

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 85506

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000308

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Surveyors

Traffic/Transportation

A Full Service A & E Firm

BID SET

G302

AS SHOWN

DAW

GNP

DEM

O28526 Cover

GENERAL NOTES

DAVID E. MAHLER

50041 77

TEXAS AVENUE

UTILITY IMPROVEMENTS PROJECT

(FROM DUSKIN AVENUE TO SOUTH OF HOLDEN AVENUE)

54. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL STRUCTURES, PIPE, CONDUIT, WIRE, FITTINGS, PANELS, ETC. THAT ARE DEMOLISHED, DISASSEMBLED, OR REMOVED, PER SECTION 02080 OF THE

SPECIFICATION MANUAL OF THIS PROJECT.

55. BY-PASS PUMPING SHALL USE LOW NOISE PUMP EQUIPMENT SUITABLE FOR RESIDENTIAL NEIGHBORHOODS (SEE

SECTION 01001.1.05D OF THE TECHNICAL SPECIFICATIONS).

56. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING CONSTRUCTION AND TO OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THE TEMPORARY DEWATERING REQUIRED FOR UTILITY PIPE INSTALLATIONS.

57. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING, TAPS, AND TESTING EQUIPMENT

REQUIRED TO COMPLETE PRESSURE TESTING, AS SPECIFIED.

58. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL BY THE COUNTY, A COMPREHENSIVE WRITTEN PROCEDURE THAT DESCRIBES THE INTENDED CONSTRUCTION SEQUENCE FOR MAINTAINING AND TRANSFERRING SERVICE FROM THE EXISTING MAINS TO THE NEW SYSTEM. THIS PROCEDURE SHALL BE SUBMITTED WITH THE PROJECT

SCHEDULE.

59. ANY WORK PROPOSED FOR THE UTILITY SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND

DETAILS OF THE APPROPRIATE UTILITY PROVIDER.

REPAIR IMMEDIATELY

60. 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.

61. CONTRACTOR TO PROVIDE SIGNED AND SEALED SURVEYED AS BUILTS BY A STATE OF FLORIDA LICENSED SURVEYOR.

SURVEY TO INCLUDE AS-BUILTS ON ALL INSTALLED WATER LINES, VALVES, AND FITTINGS ON THE NEW WATER MAIN.

ALL TABLES TO BE UPDATED WITH THE CORRECT DATA TO CORRESPOND WITH THE WATER LINE AND APPURTENANCES BEING AS-BUILT. SURVEY ALSO TO INCLUDE BOTH HORIZONTAL AND VERTICAL SEPARATION FROM ALL EXISTING WATER LINES, SANITARY SEWER LINES AND STORM LINES. SURVEY TO INCLUDE LOCATION AND SIZE OF ALL CASING PIPES INSTALLED (DIAMETER, END POINT, INVERT ELEVATION). AS-BUILTS TO BE PROVIDED WITH REQUEST FOR CLEARANCE OF WATER LINES. CONTRACTOR TO PROVIDE BACTERIOLOGICAL TEST RESULTS AS PER THE FDEP WATER PERMIT FOR

EACH PORTION OF WATER LINE BEING CLEARED FOR USE.

62. CONTRACTOR TO RESTORE ALL DAMAGED AND DISTURBED AREAS TO EQUAL OR BETTER CONDITION. CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS FOR RESTORATION OF ALL LANDSCAPED AND SODDED AREAS DISTURBED AS

PART OF HIS WORK.

63. 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.

64. WATER MAIN CAN BE EITHER DI OR PVC, UNLESS SPECIFICALLY CALLED OUT ON PLANS SUCH AS WITHIN ROAD OR AT

STORM CROSSINGS.

65. CONTRACTOR SHALL CONTACT OUC ENGINEER WHEN WORKING IN THE OUC EASEMENT.

AS-BUILT DRAWINGS:

66. AS-BUILT DRAWINGS TO BE IN ACCORDANCE WITH SPECIFICATION SECTION 01720.

M.O.T. PLAN PROCESSING PROCEDURE FOR NON-EMERGENCY ROAD CLOSURES:

FOR WORK IN INTERSECTION OF TEXAS AVENUE AND DUSKIN AVENUE,

FOR ALL OTHERS WORK, SEE THE ROADWAY PLAN BY INWOOD, INC

1. M.O.T. PLANS ARE TO BE SUBMITTED TO THE ORANGE COUNTY ENGINEERING FOR APPROVAL.

2. THE DETOUR PLAN WILL BE REVIEWED BY THE SUPERVISOR OF THE PERMITS SECTION, ORANGE COUNTY ENGINEERING

DEPARTMENT AND SUBMITTED AS SHOP DRAWINGS AT PRE-CONSTRUCTION.

3. THE DETOUR PLAN WILL THEN BE REVIEWED BY THE ORANGE COUNTY TRAFFIC ENGINEER FOR COMPLETENESS.

4. A COVER LETTER FOR THE TRAFFIC DETOUR PLAN SHALL BE SUBMITTED AND SHALL INCLUDE:

A. DATES AND ANTICIPATED DURATION OF ROAD CLOSURE.

B. DATE AND TIME THE ROAD CLOSURE WILL BEGIN.

C. LOCATION OF ROAD CLOSURE.

D. REASON FOR ROAD CLOSURE.

E. COMPLETE ALTERNATE AND DETOUR ROUTES.

F. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PUBLISHED

BY THE U.S. DEPARTMENT OF TRANSPORTATION, AND THE STATE OF FLORIDA'S "MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS.

G. ALL SIGNS SHALL BE SHOWN ON A SCALED DETOUR PLAN SHEET WITH THE APPROPRIATE REFERENCE NUMBERS

AS NOTED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

H. THE PLACEMENT OF EACH SIGN SHALL BE DIMENSIONED FROM REFERENCE POINTS THAT CAN BE IDENTIFIED IN

THE FIELD.

I. FLASHERS SHALL BE PLACED ON ALL BARRICADES AND CONSTRUCTION WARNING SIGNAGE IF THE DETOUR PLAN

IS TO EXTEND INTO THE EVENING HOURS,

J. THE PLANS SHALL BE SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA WHO IS

EXPERIENCED IN TRANSPORTATION ENGINEERING.

5. ONCE THE ORANGE COUNTY TRAFFIC ENGINEER APPROVES THE PLAN, THE PLAN WILL BE RECOMMENDED FOR APPROVAL TO THE ORANGE COUNTY COMMISSION BY THE TRAFFIC ENGINEER. COMPLETE BACK-UP INFORMATION

COPIES WILL BE TRANSMITTED TO THE PERMITS SECTION.

6. THE PERMITS SECTION SHALL BE RESPONSIBLE TO NOTIFY THE APPLICANT OF THE ORANGE COUNTY COMMISSION'S

DECISION.

7. ONCE THE DETOUR PLAN IS PROCESSED, THE APPLICANT SHALL BE RESPONSIBLE TO NOTIFY THE MEDIA, I.E., RADIO, TELEVISION, AND THE NEWSPAPER(S) AT LEAST 7 DAYS IN ADVANCE OF THE CLOSURE. APPLICANT SHALL PLACE IN THE LOCAL NEWSPAPER, A NOTICE OF CONSIDERABLE SIZE, NOTIFYING THE PUBLIC OF THE LOCATION AND DURATION OF CLOSURE. ALL EMERGENCY RESPONSE AGENCIES, AMBULANCE SERVICES, FIRE DEPARTMENT, POLICE AUTHORITIES (SPECIFICALLY THE FLORIDA HIGHWAY PATROL AND THE ORANGE COUNTY SHERIFF'S DEPARTMENT) AND THE COUNTY SCHOOL BOARD'S TRANSPORTATION DEPARTMENT SHALL BE NOTIFIED BY TELEPHONE, FOLLOWED BY A LETTER.

8. QUESTIONS PERTAINING TO THE DETOUR PLAN SHALL BE ADDRESSED TO THE ENGINEERING DEPARTMENT'S PERMITS

SECTION.

9. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN INGRESS/ EGRESS TO EXISTING RESIDENCES AT ALL TIMES.

SITE SPECIFIC NOTES:

1. TOPOGRAPHIC SURVEY FOR LIFT STATION SITES COMPLETED ON 4-27-2018.

2. DUKE ENERGY TO BE NOTIFIED 21 DAYS IN ADVANCE OF ANY WORK AROUND EXISTING UTILITY POLES.

LIMITATION OF DISTURBED AREAS

a. CONTRACTOR SHALL BE LIMITED TO 2,100 LINEAR FEET OF DISTURBED AREA DURING ANY TIME 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 ROADWAY 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 HIS WORK TO CONFORM TO THESE LIMITATIONS, UNLESS OTHERWISE

APPROVED, IN WRITING, BY THE RESIDENT PROJECT REPRESENTATIVE.

SPILL NOTES

EMERGENCY WASTEWATER SPILL, WATER MAIN, RECLAIMED WATER MAIN BREAK PROCEDURES

1. THE ORANGE COUNTY UTILITY DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCE MAIN, GRAVITY SEWER OR RECLAIMED WATER MAIN BREAK OR DAMAGE. OUC SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT

OF A WATER MAIN BREAK.

2. ALL DAMAGE TO ORANGE COUNTY'S MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT MADE IN A TIMELY AND APPROVED MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITIES INSPECTOR, ORANGE COUNTY MAY PERFORM THE REPAIRS AND THE CONTRACTOR WILL BE

CHARGED FOR THE REPAIRS.

Drawing name: C:\Users\gmoore\AppData\Local\Temp\AcPublish_46816\O28526 Cover Sheet Notes & Details BID SET.dwg Oct 21, 2021 - 8:14am gmoore

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 85506

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000308

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Surveyors

Traffic/Transportation

A Full Service A & E Firm

G303

AS SHOWN

DAW

GNP

DEM

O28526 Cover

GENERAL NOTES

DAVID E. MAHLER

50041 77

TEXAS AVENUE

UTILITY IMPROVEMENTS PROJECT

(FROM DUSKIN AVENUE TO SOUTH OF HOLDEN AVENUE)

PRECAST STRUCTURAL NOTES

1. PRECAST STRUCTURES SHALL BE ENGINEERED PRODUCTS OF A PRECAST MANUFACTURER AND SHALL BE SPECIFICALLY DESIGNED FOR THE SERVICE AND APPLICATION AS SHOWN ON THESE DRAWINGS. THE PRECAST MANUFACTURER IS SOLELY RESPONSIBLE FOR DESIGN AND MANUFACTURE OF EACH STRUCTURE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INSTALLATION OF THESE PRODUCTS AND CONFORMANCE OF SAME WITH ALL PROJECT DOCUMENTS.

THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR ALL SUCH PRECAST STRUCTURES ON THE PROJECT

FOR REVIEW AND APPROVAL, PRIOR TO THE ORDERING OF ANY STRUCTURES OR MATERIALS.

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE CAST-IN-PLACE REINFORCEMENT AND CONCRETE PLACEMENT USED IN THE INSTALLATION OF SADDLE MANHOLES FOR REVIEW AND APPROVAL BY THE COUNTY, PRIOR TO

THE ORDERING OF ANY MATERIALS.

3. STRUCTURAL DESIGN STANDARDS - ACI STANDARD 318-89 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND ACI 350R-83, "CONCRETE SANITARY ENGINEERING STRUCTURES". PRECAST WALL SECTIONS ASTM C478.

4. ALL CONCRETE SHALL HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF FC' = 4000 P.S.I. AT 28 DAYS, UNLESS

NOTED ON DRAWINGS.

5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. MINIMUM YIELD STRENGTH SHALL BE 60,000 P.S.I..

6. CONTRACTOR SHALL COORDINATE WET WELL HATCH OPENING SIZE AND LOCATION AS REQUIRED BY PUMP MANUFACTURER/SUPPLIER WITH THE PRECAST CONCRETE SUPPLIER PRIOR TO CASTING. SHOP DRAWINGS OF THE

PRECAST SHALL BE PROVIDED TO THE COUNTY FOR REVIEW.

7. THE FLOOR GROUT (FILLET) SHALL BE FULL CIRCUMFERENCE OF THE STRUCTURE.

OPERATION OF ORANGE COUNTY PUMP STATIONS

1. THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUT DOWN CONTROL WITH THE ORANGE

COUNTY RPR.

2. THE CONTRACTOR SHALL PROVIDE TEMPORARY BY-PASS PUMPING AS NEEDED FOR EACH PUMP STATION AND/OR MANHOLE TO BE REHABILITATED AND/OR REPLACED PRIOR TO THE START OF ANY WORK. BOTH THE PRIMARY AND THE BACKUP BY-PASS PUMPING SYSTEMS SHALL BE OF ADEQUATE CAPACITIES AND SIZES TO HANDLE THE FLOW AND SHALL MAINTAIN CONTINUOUS SERVICE DURING THE ENTIRE CONSTRUCTION PROCESS UNTIL THE NEW OR REHABILITATED PUMP STATION OR MANHOLE HAS BEEN ACCEPTED BY THE COUNTY. THE BY-PASS PUMPING SYSTEMS SHALL BE APPROVED AND ACCEPTED BY THE COUNTY PRIOR TO INSTALLATION. THE CONTRACTOR SHALL NOT MAINTAIN MORE THAN TWO (2) PUMP STATION BY-PASS OPERATIONS AT THE SAME TIME DURING THE CONSTRUCTION PROCESS.

3. BY-PASS PUMPING EQUIPMENT SHALL BE LOW NOISE SUITABLE FOR RESIDENTIAL NEIGHBORHOODS

(SEE SECTION 01001.1.05B OF THE TECHNICAL SPECIFICATIONS).

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING CONSTRUCTION AND TO OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THE TEMPORARY DEWATERING OF DRAINAGE STRUCTURES.

5. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL BY THE COUNTY, A COMPREHENSIVE WRITTEN PROCEDURE THAT DESCRIBES THE INTENDED CONSTRUCTION SEQUENCE FOR MAINTAINING AND TRANSFERRING SERVICE FROM THE EXISTING PUMP STATION TO THE NEW PUMP STATION. ITEMS TO ADDRESS SHALL INCLUDE THE

FOLLOWING AS A MINIMUM:

A. LOCATION AND METHOD OF BY-PASS PUMPING.

B. STATION START-UP AND DRAW-DOWN PROCEDURES.

C. TIE IN OF THE NEW PUMP STATION.

D. DISMANTLING OF EQUIPMENT AND CONVERSION OR REMOVAL OF OLD WET WELL.

E. THIS PROCEDURE SHALL BE SUBMITTED WITH THE PROJECT SCHEDULE.

6. THE CONTRACTOR SHALL NOTIFY THE COUNTY SEVEN (7) WORKING DAYS IN ADVANCE OF ANY SANITARY FORCE MAIN

SHUT-DOWN.

7. ALL CONNECTIONS TO EXISTING FORCE MAINS SHALL BE MADE BY THE CONTRACTOR ONLY AFTER THE CONNECTION PROCEDURE AND THE WORK SCHEDULING HAS BEEN REVIEWED AND APPROVED BY THE COUNTY. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE COUNTY A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO SCHEDULING

SAID CONNECTIONS. THE REQUEST SHALL OUTLINE THE FOLLOWING:

A. POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING.

B. ESTIMATED CONSTRUCTION TIME FOR SAID CONNECTIONS.

SANITARY SEWER SYSTEMS

1. THE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS IS ORANGE COUNTY UTILITIES. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF ORANGE COUNTY UTILITIES AS SPECIFIED IN THE

ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION AND SPECIFICATIONS MANUAL.

2. SANITARY SEWER IS TO BE CONSTRUCTED IN ACCORDANCE WITH ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, 02661 LISTED HEREIN OR DETAILED IN THE CONSTRUCTION DRAWINGS.

3. INSTALL ALL SEWER MAINS AT A MINIMUM 36 INCHES OF COVER.

4. FITTINGS SHALL CONFORM TO THE SAME REQUIREMENTS AS THE PIPE. PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. SOLVENT CEMENT SHALL BE AS RECOMMENDED BY THE

PIPE MANUFACTURER.

5. PVC SEWER PIPE SHALL BE COLOR CODED GREEN, STENCILED "SEWER LINE" (2" LETTERING ON TWO SIDES OF THE PIPE

IN AT LEAST THREE AREAS PER PIPE SECTION).

6. INSTALL ADHESIVE IDENTIFICATION TAPE ALONG ALL PRESSURE PIPELINE. TAPE SHALL BE MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH. TAPE COLOR AND LETTERING SHALL BE "SEWER LINE", BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH

A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE.

7. INSTALL WARNING TAPE ALONG ALL PRESSURE SEWER PIPELINES. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE, COLORED GREEN WITH BLACK LETTERING CODED AND WORDED “CAUTION: SEWER BURIED BELOW”. INSTALL

ALONG PIPELINE, 2 FEET ABOVE PIPE, MINIMUM OF 1 FOOT BELOW GRADE.

8. CONNECTIONS TO EXISTING SEWER SHALL BE CONDUCTED IN SUCH A MANNER THAT THE EXISTING SEWER REMAINS IN OPERATION. PROVIDE BY PASS PUMPING OF EXISTING FLOWS OR COLLECT AND LEGALLY DISPOSE OF EXISTING SEWER FLOW AS NEEDED TO ACCOMMODATE CONSTRUCTION WHILE KEEPING EXISTING SEWER IN SERVICE.

9. PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND MANHOLES. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED.

10. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER

WITH NO NOTICEABLE LEAKS.

11. ALL SERVICE LATERALS SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING

REQUIREMENTS AS THE MAIN LINE.

12. PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER. ANY SEWER IN WHICH THE DIRECT LIGHT OF A LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY, UNLESS THE LINE IS DESIGNED WITH HORIZONTAL DEFLECTIONS, AND SHALL BE REPAIRED BY THE

CONTRACTOR WITHOUT ADDITIONAL COMPENSATION.

13. CONDUCT LOW PRESSURE AIR TESTING OF INSTALLED GRAVITY SEWER PIPING IN ACCORDANCE WITH THE

SPECIFICATIONS.

14. CONDUCT LEAKAGE TESTING OF MANHOLES. PLUG INVERTS AND FILL MANHOLE WITH WATER. ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY UTILITY AND ENGINEER. MINIMUM TEST DURATION IS 1 HOUR IN ACCORDANCE

WITH THE SPECIFICATIONS.

15. CONDUCT DEFLECTION TESTING OF PIPELINE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS.

MAXIMUM ALLOWABLE PIPE DEFLECTION IS 5%. MEASURE DEFLECTION BY MANUALLY PULLING A MANDREL THROUGH THE PIPE. THE MINIMUM MANDREL OUTER DIAMETER SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS.

16. DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HAND THROUGH THE PIPE BEING TESTED. IF THE MANDREL CANNOT BE PULLED THROUGH THE PIPE, REPLACE OR CORRECT THE PIPE AND RETEST UNTIL TESTING IS SATISFACTORY. ANY PIPE REMOVED OR CORRECTED DUE TO FAILING DEFLECTION TESTING SHALL

ALSO BE RE-TESTED FOR LEAKAGE.

Drawing name: C:\Users\gmoore\AppData\Local\Temp\AcPublish_46816\O28526 Cover Sheet Notes & Details BID SET.dwg Oct 21, 2021 - 8:14am gmoore

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 85506

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143 Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000308

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Surveyors

Traffic/Transportation

G304

AS SHOWN

DAW

GNP

DEM

O28526 Cover

DAVID E. MAHLER

50041 77

TEXAS AVENUE

UTILITY IMPROVEMENTS PROJECT

(FROM DUSKIN AVENUE TO SOUTH OF HOLDEN AVENUE)

8. THE COUNTY SHALL REVIEW THE SUBMITTAL WITHIN THREE (3) WORKING DAYS AFTER RECEIPT AND INFORM THE CONTRACTOR REGARDING APPROVAL OR DENIAL OF THE REQUEST. IF THE REQUEST IS REJECTED BY THE COUNTY, THE CONTRACTOR SHALL RESUBMIT THE WRITTEN REQUEST, WHICH HAS BEEN MODIFIED IN A MANNER ACCEPTABLE TO THE COUNTY. ALL CONNECTIONS SHALL BE MADE ONLY ON THE AGREED UPON DATE AND TIME. IF THE CONTRACTOR DOES NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON MANNER, HE SHALL BE REQUIRED TO

RESCHEDULE THE SAID CONNECTIONS BY FOLLOWING THE PROCEDURE OUTLINED IN NOTE 30.

9. ADVANCE NOTIFICATION OF PENDING CONNECTION

THE ORANGE COUNTY UTILITY WATER DIVISION AND THE ORANGE COUNTY UTILITY WATER RECLAMATION DIVISION SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE-INS AND VALVE OPERATIONS.

10. ANY WORK PROPOSED FOR THE POTABLE WATER SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE

STANDARDS AND DETAILS OF THE APPROPRIATE UTILITY PROVIDER.

11. REPAIR INMEDIATELY

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 MANER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR SAID

REPAIRS.

12. TELEPHONE NOTIFICATIONS

THE ORANGE COUNTY DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A FORCEMAIN, GRAVITY SEWER, OR WATER MAIN BREAK OR DAMAGE AT (407)836-2777 (24-HOURS ASSISTANCE).

13. ALL WORK AND MATERIAL SHALL CONFORM TO THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, LATEST EDITION OR AS INDICATED IN THE PROJECT SPECIFICATIONS OR DRAWINGS.

OPEN CUT AND RESTORE ROADWAY

REMOVE AND REPLACE EXISTING CONCRETE

WM WM EXISTING OUC WATER MAIN TO REMAIN

MILL AND RESURFACE ROADWAY

EXISTING CONCRETE (SIDEWALK OR CURB)

PROPOSED OCU FORCE MAIN

EXISTING OCU GRAVITY MAIN TO REMAIN

RIGHT OF WAY LINE

SAN SAN

LEGEND

SAN SAN EXISTING OCU GRAVITY MAIN TO BE REMOVED

FM FM EXISTING OCU FORCE MAIN TO BE REMOVED

EXISTING TREE TO BE REMOVED AND REPLACED

PROPOSED OCU GRAVITY MAIN

EXISTING OCU GRAVITY MAIN TO BE GROUTED

FM FM EXISTING OCU FORCE MAIN TO BE ABANDONED/GROUTED

DUKE ENERGY ELECTRIC

CABLE - TV

TELEPHONE

TECO (PEOPLE GAS)

SPECTRUM

CENTURY LINK

SANITARY SEWER

RECLAIMED WATER

OCU WATER

UTILITIES

ORANGE COUNTY UTILITIES DEPARTMENT

ORANGE COUNTY UTILITIES DEPARTMENT

COMPANY

(407) 359-4404

(407) 420-6609

(407) 532-8511

(407) 830-3279

(407) 254-9680

(407) 254-9680

TELEPHONE

UTILITY CONTACTS

ORANGE COUNTY UTILITIES DEPARTMENT (407) 254-9680

GAS

ORLANDO UTILITIES COMMISSION (407) 236-9651WATER

ORLANDO UTILITIES COMMISSION (407) 236-9651ELECTRIC

AT & T (407) 351-8180TELPHONE

CROWN CASTLE (888) 623-0931COMMUNICATION

LEVEL 3 (407) 754-0106COMMUNICATION

OCU CONSTRUCTION DIVISION (407) 254-9798

(407) 254-9900

(407) 254-9798

OCU ENGINEERING DIVISION

OCU CONSTRUCTION DIVISION'S INSPECTOR

(407) 836-2777OCU DISPATCH OPERATOR

SUNSHINE 811 (800) 432-4770 OR 811

NOTE: THIS LISTING IS PROVIDED AS AN AID. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO CONTACT SUNSHINE 811 NOTIFY AND ARRANGE FOR FIELD LOCATION

OF ALL FACILITIES THAT WILL BE ENCOUNTERED DURING CONSTRUCTION.

GENERAL NOTES, LEGEND

AND UTILITY CONTACTS

PROPOSED STORM PIPE (NORTH PROJECT)

PROPOSED STORM PIPE (SOUTH PROJECT)

NOTE:

THE PIPELINES AND STRUCTURES THAT ARE SHOWING IN GREY ARE FOR REFERENCE

FOR FUTURE STORM WATER IMPROVEMENTS.

Drawing name: C:\Users\gmoore\AppData\Local\Temp\AcPublish_46816\O28526 Cover Sheet Notes & Details BID SET.dwg Oct 21, 2021 - 8:14am gmoore

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 85506

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000308

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Surveyors

Traffic/Transportation

G400

AS SHOWN

DAW

GNP

DEM

O28526 Cover

GENERAL NOTES

AND ABBREVIATIONS

DAVID E. MAHLER

50041 77

TEXAS AVENUE

UTILITY IMPROVEMENTS PROJECT

(FROM DUSKIN AVENUE TO SOUTH OF HOLDEN AVENUE)

POWER AND WATER SUPPLY NOTES:

1. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY PROVIDER FOR POWER AND WATER SERVICE, AND SHALL INCLUDE IN HIS BID ALL PROVIDER CHARGES FOR MATERIALS, LABOR, ONE-TIME

NONRECURRING CONSTRUCTION COSTS AND OTHER COSTS, INCLUDING WATER METER, ASSESSED

BY THE PROVIDER, WHETHER OR NOT INDICATED ON THE DRAWINGS, OR SPECIFIED.

2. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE POWER SUPPLY AND THE WATER

SYSTEM RELOCATION AND INSTALLATION WITH THE SUPPLIER.

3. THE POWER PROVIDER SHALL MAKE ALL SECONDARY TERMINATIONS AT POWER TRANSFORMERS.

4. THE WATER SUPPLIER WILL PERFORM THE REQUIRED RELOCATIONS AND MAKE ALL CONNECTIONS

TO THE EXISTING WATER SYSTEM, INCLUDING WATER METER INSTALLATION.

5. POWER SUPPLIER: ORLANDO UTILITIES COMMISSION

6. WATER SUPPLIER: ORLANDO UTILITIES COMMISSION

7. ADDRESS :

P.S. F3229 - 5508 SOUTH TEXAS AVENUE

P.S. 3170 - 2300 AMERICANA BOULEVARD

P.S. 3169 - 5489 SOUTH TEXAS AVENUE

AC ASBESTOS CEMENT

ALUM. ALUMINUM

APPROX. APPROXIMATELY

ASPH. ASPHALT

ASSEM. ASSEMBLY

BE BURIED ELECTRIC

BL BASELINE

B.M. BENCHMARK

B.O. BLOWOFF

BT BURIED TELEPHONE

B.F.V. BUTTERFLY VALVE

CATV CABLE TELEVISION

C.B. CATCH BASIN

C.F.S. CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTERINE

C.M. CONCRETE MONUMENT

C.M.P. CORRUGATED METAL PIPE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCT

CONT. CONTINUOUS

CORP. CORPORATION

C.V. CHECK VALVE

C.Y. CUBIC YARD

DBL. DOUBLE

DHW DESIGN HIGH WATER

DIA. DIAMETER

DIP DUCTILE IRON PIPE

DWLS. DOWELS

DWG. DRAWING

ELEC ELECTRIC

EA. EACH

EFF EFFLUENT

ELEV. ELEVATION

EMB. EMBED OR EMBEDDED

E/P EDGE OF PAVEMENT

ESMT. EASEMENT

E.W. EACH WAY

EXIST. EXISTING

EXP. JT. EXPANSION JOINT

F.D. FLOOR DRAIN

F.D.E.P. FLORIDA DEPT. OF

ENVIRONMENTAL PROTECTION

F.D.O.T. FLORIDA DEPT. OF

TRANSPORTATION

F.F. FINISHED FLOOR

F.H. FIRE HYDRANT

FLG. FLANGE

FL. FLOW LINE

FM FORCEMAIN

FT. FEET

FTG. FOOTING

GA GAUGE

GAL. GALLONS

GEN. GENERATOR

GRD. GROUND

G.S.P. GALVANIZED STEEL PIPE

GM GAS MAIN

GPM GALLONS PER MINUTE

GV GATE VALVE

HB HOSE BIBB

HDWL. HEADWALL

HT. HEIGHT

HP HIGH POINT

HORIZ. HORIZONTAL

H.W.L. HIGH WATER LEVEL

I.D. INSIDE DIAMETER

IN. INCHES

INV. INVERT

I.P. IRON PIPE

I.R. IRON ROD

J.B. JUNCTION BOX

JUNC. JUNCTION

LAT. LATERAL

LF LINEAR FEET

AKA ALSO KNOWN AS

RW RECLAIMED WATER

R/W RIGHT OF WAY

SAN. SANITARY SEWER

SCH. SCHEDULE

S.D. STORM DRAIN

S.F. SQUARE FEET

ENVIRONMENTAL PROTECTION

SHT. SHEET

TRANSPORTATION

SPECS. SPECIFICATIONS

SQ. SQUARE

SS STAINLESS STEEL

STA. STATION

STD. STANDARD

STL. STEEL

S.Y. SQUARE YARDS

TEL TELEPHONE

T&B TOP AND BOTTOM

TBM TEMPORARY BENCH MARK

TCE TEMPORARY CONSTRUCTION

EASEMENT

TEMP. TEMPORARY

THD. THREADED

THK. THICK

TYP. TYPICAL

U.G. UNDERGROUND

VAC VOLTABE ALTERNATING CURRENT

VCP VITRIFIED CLAY PIPE

VDC VOLTAGE DIRECT CURRENT

VERT. VERTICAL

V.V.H. VERIFIED VERTICALLY &

HORIZONTALLY

W/ WITH

WM WATERMAIN

W/M WATER METER

WP WALL PIPE

WS WATER SERVICE

W.S. WATER SURFACE

WWF WELDED WIRE FABRIC

"X" SPOT ELEVATION

FKA FORMALLY KNOWN AS

I.E. INVERT ELEVATION

BCL BURRIED CABLE LINE

REF: NNNNN REFERENCE MADE TO AN APPLICABLE SECTION(S) OF

THE TECHNICAL SPECIFICATIONS FOR THIS PROJECT.

ABBREVIATIONS

BY PASS NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ADEQUATE BY-PASS PUMPING TO

MAINTAIN WASTEWATER SERVICE TO ALL RESIDENTS.

2. CONTRACTOR SHALL SUBMIT TO THE COUNTY A WRITTEN BY-PASS PLAN FOR APPROVAL AND

ACCEPTANCE PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS AND PROVISIONS AS SPECIFIED IN SECTION

O1516 OF THE CONTRACT DOCUMENTS.

C…