ITB20261395_Exhibit_3_Plans_and_Drawings__CPH_6.23.26.pdf

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VICINITY MAP

CITY OF CASSELBERRY

OWNER:

95 TRIPLET LAKE DRIVE

(407) 262-7725

CASSELBERRY, FLORIDA 32707

CONTACT: TARA LAMOUREUX, P.E. CONTACT: ERIC P. RATLIFF, P.E.

(407) 425-0452

ORLANDO, FLORIDA 32801

1117 EAST ROBINSON STREET

ENGINEER:

CPH CONSULTING, LLC.

PROJECT

LOCATION

VICE MAYOR / CITY COMMISSIONER:MARK BUSCH

MAYOR / CITY COMMISSIONER:

CITY COMMISSIONER:

CITY COMMISSIONER:

CITY OFFICIALS:

DAVID HENSON

ANTHONY ARAMENDIA

CITY MANAGER:

NANCY DIVITA

THOMAS E. KIRK

CITY COMMISSIONER:

JAMES R. NEWLON

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G-2 G-1

GENERAL NOTES

COVER SHEET

G-3 KEY SHEET

ERIC P. RATLIFF, P.E.

REG NO. 94729

PLAN AND PROFILEC-1 - C-38

D-1 UTILITY DETAILS

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D-2 UTILITY DETAILS

J:\C19117\Civil\DWG\_Current_Plan_Set\C19117 - Cover.dwg, 9/4/2025 9:04 AM

CITY OF CASSELBERRY

Eastbrook - Phase 1

Water Main Replacement

SHEET INDEX

June 2026

BID SUBMITTAL

D-3 UTILITY DETAILSUTILITIES DIRECTOR: TARA LAMOUREAUX, P.E.

D-4 PAVING & SWPPP DETAILS

Ta ng er in e A ve .S.R

. 436

Aloma Ave.

B etty St.

Howell Branch Rd.

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1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.

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Eric P. Ratliff, P.E.

License #94729

CITY OF CASSELBERRY

EASTBROOK - PHASE 1

WATER MAIN REPLACEMENT

Seminole County, Florida B

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Drawing name: J:\C19117\Civil\DWG\_Current_Plan_Set\C19117 - General Notes.dwg Jun 04, 2026 - 9:27am dg.Holland

No. DateNo. Date Revision Revision www.cphcorp.com1

C 2026

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

GENERAL NOTES G-2

GENERAL CONSTRUCTION NOTES

THE FOLLOWING ARE THE UTILITIES WHICH MAY HAVE LINES IN THE CONSTRUCTION AREA:

CITY OF CASSELBERRY UTILITIES 407-262-7725

SEMINOLE COUNTY 407-665-2040

UNITI FIBER LLC 904-718-8152

CHARTER COMMUNICATIONS 407-215-5870

MCI/VERIZON 469-886-4091

DUKE ENERGY FLORIDA 407-905-3376

TECO PEOPLES GAS 813-275-3783

CENTURY LINK 850-599-1444

CITY OF WINTER PARK 407-599-3219

1. THE CONTRACTOR SHALL CONTACT "SUNSHINE ONE CALL" UTILITY LOCATOR AT LEAST TWO (2) FULL BUSINESS DAYS PRIOR TO COMMENCEMENT OF WORK PER CHAPTER 556 OF THE FLORIDA STATURES FOR ANY LOCATES. CALL CITY

AT 800-432-4770 OR DIAL 811.

2. THE CONTRACTOR SHALL OBTAIN FROM THE ENGINEER COPIES OF ALL REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE PERMITS. LIKEWISE, HE SHALL BE RESPONSIBLE IN SECURING ANY LOCAL PERMITS

WHICH WILL BE REQUIRED BY THE CITY. PERMITS AVAILABLE TO CONTRACTOR:

FDEP DRINKING WATER PERMIT

3. THE LOCATIONS OF EXISTING PIPING AND UTILITIES, SUCH AS GAS, WATER LINES, RAW SEWAGE LINES, SLUDGE LINES, DRAIN LINES, TELEPHONE, CABLE TV, UNDERGROUND ELECTRIC CABLES, ETC., AS SHOWN ON THE DRAWINGS, HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION, AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO CONSTRUCTION AND THE ORDERING OF MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE VARIOUS UTILITIES AND MAKE THE NECESSARY ARRANGEMENTS FOR RELOCATION OF THESE UTILITIES. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND MATERIALS IN A LOCATION SUITABLE TO PROJECT AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE LAYDOWN AREA. SECURITY OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS, SUCH AS STONES, PIPES OR OTHER MONUMENTS ARE ENCOUNTERED, THE ENGINEER AND OWNER ARE TO BE NOTIFIED BEFORE THEY ARE MOVED. THE MARKER SHALL BE PROTECTED AND PRESERVED UNTIL THE ENGINEER AND OWNER, AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR REFERENCED THEIR LOCATIONS. THE MARKERS SHALL BE REPLACED BY AN APPROVED

SURVEYOR AT THE CONTRACTORS EXPENSE.

6. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEM ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR AN ALTERNATE METHOD TO

ENGINEER FOR APPROVAL AND USES MATERIALS AS DESIGNATED IN THE SPECIFICATIONS.

7. ALL TREES, SHRUBS, MAILBOXES, LANDSCAPING, SOD, ETC., ALONG THE LINES OF CONSTRUCTION SHALL BE PROTECTED WHERE POSSIBLE. THESE ITEMS SHALL BE TEMPORARILY RELOCATED, IF NECESSARY, AND REPLACED TO THEIR ORIGINAL LOCATION UPON COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE SURVIVAL OF ANY DISTURBED TREES, SHRUBS, LANDSCAPING, ETC.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEGAL DISPOSAL OF ALL UNSUITABLE EXCAVATED MATERIAL. ALL

EXCESS CLEAN FILL SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER.

9. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED

TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION.

10. 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.

11. CONTRACTOR MUST PROVIDE AND MAINTAIN SHORING TO SUPPORT THE SIDES OF THE EXCAVATION AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT STRUCTURES OR UTILITIES AS REQUIRED.

12. UPON COMPLETION OF THE PROJECT, THE PROJECT AREA SHALL BE RESTORED TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER. ALL DAMAGED PRIVATE PROPERTY SHALL BE RESTORED TO ORIGINAL

CONDITION.

13. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES WHILE PERFORMING WORK.

14. THE CONTRACTOR IS RESPONSIBLE TO PERFORM EXPLORATORY WORK ON THE EXISTING PIPELINE TO IDENTIFY ANY PROBLEM AREAS THAT MAY SLOW OR HALT THE PROGRESSION OF WORK TO BE PERFORMED FOR THIS

PROJECT.

15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT REQUIREMENTS OF THE PROJECT'S SPECIFICATIONS AND SPECIAL PROVISIONS, THE LATEST EDITION OF THE F.D.O.T. STANDARD SPECIFICATIONS FOR THE ROAD AND BRIDGE CONSTRUCTIONS, CITY OF CASSELBERRY STANDARDS FOR UTILITY WORK. AND SEMINOLE COUNTY PUBLIC WORKS ENGINEERING MANUAL FOR ROAD WORK IN THE RIGHT OF WAY.

16. THE CONTRACTOR SHALL HAVE ALL NECESSARY PERMITS IN-HAND PRIOR TO BEGINNING CONSTRUCTION.

17. THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH REQUIREMENTS OF THE VARIOUS PERMITS INCLUDED IN THE BID SPECIFICATIONS. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN

THE PLANS AND AS DESIGNATED BY THE CITY.

18. PUBLIC LAND CORNERS OR COUNTY AND CITY MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE SEMINOLE COUNTY SURVEYOR WITHOUT DELAY, BY TELEPHONE. CONTACT THE SEMINOLE COUNTY ENGINEERING DIVISION, 520 WEST LAKE MARY BOULEVARD, SUITE

200, SANFORD, FLORIDA 32773. TELEPHONE (407) 665-5674.

19. ALL SURVEY CORNERS INDICATED ON THE PLANS SHALL BE REFERENCED AND CERTIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL CORNERS DESTROYED OR OBLITERATED BY CONSTRUCTION SHALL BE RESET AND SO CERTIFIED BY THE LAND SURVEYOR PRIOR TO THE

COMPLETION OF THE PROJECT. CERTIFIED SKETCHES SHALL BE SUBMITTED TO:

SEMINOLE COUNTY ENGINEERING DIVISION & CITY OF CASSELBERRY PUBLIC WORKS DEPT.

SURVEY SECTION ENGINEERING DIVISION

100 E. 1ST STREET 95 TRIPLET LAKE DRIVE

SANFORD, FLORIDA 32771 CASSELBERRY, FLORIDA 32707

(407) 665-5674 (407) 262-7725 X-1235

20. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE AND LIABLE FOR ALL DAMAGE OR INJURY AS A RESULT OF HIS OPERATIONS TO ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES, LANDSCAPING TREES, FENCES, UTILITIES, STRUCTURES OF ANY KIND AND APPURTENANCES THERETO MET WITH DURING THE PROGRESS OF THE WORK. THE IRRIGATION SYSTEM, IN THE ZONES ADJACENT TO THE PROPERTY MAY NEED TO BE MODIFIED BY THE CONTRACTOR.

ANY RESTORATION WORK SHALL BE COORDINATED WITH THE PROPERTY OWNERS. COST TO BE INCIDENTAL TO

OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

21. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION EQUAL OR BETTER TO THE EXISTING PRE-CONSTRUCTION CONDITION, UNLESS OTHERWISE NOTED.

COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

22. ALL GRASSED AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE SODDED.

23. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, QUANTITIES AND DETAILS SHOWN ON THE PLANS, SPECIFICATIONS, SPECIAL PROVISIONS AND OTHER DATA RECEIVED FROM THE ENGINEER AND SHALL NOTIFY THE ENGINEER OF ANY ERRORS, OMISSIONS, CONFLICTS OR DISCREPANCIES FOUND THEREIN. FAILURE TO DISCOVER OR CORRECT ERRORS, CONFLICTS FOR DISCREPANCIES SHALL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR UNSATISFACTORY WORK, FAULTY CONSTRUCTION, IMPROPER OPERATION RESULTING THEREFROM, NOR FROM RECTIFYING SUCH CONDITIONS AT HIS OWN EXPENSE. CONTRACTOR SHALL NOT TAKE

ADVANTAGE OF ANY ERRORS OR OMISSIONS.

24. THE CONTRACTOR SHALL COMPLY WITH THE DEPARTMENT OF LABOR, SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (PL 91-596) AND

UNDER SECTION 10 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ACT (PL 91-54).

25. NO BURNING SHALL BE DONE WITHOUT APPROVAL BY THE CITY.

26. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY FLOODING OF PRIVATE OR

PUBLIC PROPERTY.

27. DURING CONSTRUCTION, TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE "MANUAL ON TRAFFIC CONTROLS AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION MAINTENANCE AND UTILITY

OPERATION" (F.D.O.T.)

28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE A PRE-CONSTRUCTION VIDEO (DVD FORMAT) ALONG THE PROPOSED ROUTE IN ACCORDANCE WITH THE SPECIFICATIONS. IN PARTICULAR, THE VIDEO SHALL DOCUMENT THE CONDITION OF EXISTING VISIBLE CONTROL MONUMENTATION, DRIVEWAYS, BUILDINGS, STRUCTURES, MAILBOXES, SIGNS, FENCES, AND LANDSCAPING ALONG PROPOSED CONSTRUCTION AREAS.

29. ALL EXISTING VALVE, PULL BOX, & MANHOLE TOPS SHALL BE MARKED PRIOR TO CONSTRUCTION OPERATIONS. ALL SUCH TOPS SHALL BE ADJUSTED TO MATCH PROPOSED GRADE PRIOR TO SUBSTANTIAL COMPLETION OF WORK.

30. 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. THE MAINTAINING AGENCY SHALL APPROVE THE REMOVAL AND REPLACEMENT OF EXISTING IRRIGATION SYSTEMS, AS REQUIRED, AT NO ADDITIONAL COST TO THE MAINTAINING AGENCY OR PROPERTY OWNER. PROPER TEMPORARY ADJUSTMENTS SHALL BE DONE AT SUCH TIME TO MAINTAIN IRRIGATION SYSTEMS FROM BEING INTERRUPTED FOR EXTENDED PERIODS DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED GRASS OR VEGETATION UNTIL WELL ESTABLISHED AND ACCEPTED BY THE MAINTAINING

AGENCY.

31. THE MAXIMUM ALLOWABLE LONGITUDINAL GRADE ON PEDESTRIAN FACILITIES IS 5% UNLESS OTHERWISE INDICATED IN THE PLANS. THE MAXIMUM ALLOWABLE CROSS-SLOPE ON ALL PEDESTRIAN FACILITIES THE SHARED USE PATH IS 2% (PLAN INTENT IS 1.5% UNLESS SPECIFICALLY NOTED OTHERWISE). ALL GRADES AND CROSS SLOPES SHALL COMPLY WITH THE LATEST AMERICANS WITH DISABILITIES ACT (A.D.A.) STANDARDS FOR ACCESSIBLE DESIGN. ALL NON-COMPLIANT FACILITIES, PROPOSED OR CONSTRUCTED, SHALL BE IMMEDIATELY IDENTIFIED (REFER TO

NOTIFICATION REQUIREMENTS SECTION).

32. THE CONTRACTOR SHALL PROVIDE THE SERVICES OF A TESTING LABORATORY TO DETERMINE WHETHER THE REQUIREMENTS FOR MATERIALS SPECIFICATIONS ARE MET. THE CONTRACTOR SHALL GIVE THE MAINTAINING AGENCY A MINIMUM OF 48 HOURS NOTICE WHEN REQUESTING FIELD TESTS. THE CONTRACTOR SHALL NOTIFY THE

MAINTAINING AGENCY 48 HOURS BEFORE STARTING ANY ACTIVITY THAT REQUIRES TESTING.

33. THE CONTRACTOR SHALL FURNISH THE CITY WITH AN "AS-BUILT SURVEY" PREPARED BY A FLORIDA LICENSED SURVEYOR AND MAPPER ACCORDING TO SECTION 01050. THE AS-BUILT SURVEY WILL INCLUDE HORIZONTAL AND VERTICAL DIMENSIONS OF ALL CONSTRUCTED IMPROVEMENTS (INCLUDING FENCING, ADJUSTED SANITARY AND STORM SEWERS AND STRUCTURES, CLEAN-OUTS, WATER MAINS, VALVES, ETC.) WHICH MUST BE CLEARLY SHOWN BY SYMBOLS, NOTATIONS AND DELINEATION, AND SHALL BE LOCATED IN STATE PLANE COORDINATES. THE CONTRACTOR SHALL SUBMIT THE AS-BUILT SURVEY WITH EACH PAY REQUEST FOR PARTIAL APPROVAL, AS SPECIFIED IN SECTION 01050. FAILURE TO MEET THIS REQUIREMENT WILL BE REASON TO REJECT FUTURE PAY REQUESTS UNTIL APPROVAL IS OBTAINED. ALL AS-BUILT SURVEYS WILL BE REVIEWED AND APPROVED FOR CONFORMITY WITH FLORIDA ADMINISTRATIVE CODE 5J-17.052 BY THE MAINTAINING AGENCY, AS REQUIRED BY

SECTION 01050 OF THE CONTRACT DOCUMENTS.

34. USE EXTREME CAUTION WHEN EXCAVATING OR CONNECTING TO ASBESTOS CEMENT PIPE. 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 CITY AND RPR.

35. ALL ASBESTOS CEMENT PIPE TO BE TAKEN OUT OF SERVICE WILL BE REMOVED UNLESS OTHER WISE NOTED ON PLANS. ASBESTOS CEMENT PIPE WILL BE REMOVED AND DISPOSED OF ACCORDING TO STATE AND FEDERAL

ORDINANCES AND REGULATIONS.

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

EQUIPMENT REQUIRED TO COMPLETE PRESSURE TESTING, AS SPECIFIED.

37. 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 CITY OF CASSELBERRY 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 CITY PERSONNEL AND RPR SHALL BE PRESENT DURING THE TEST.

COORDINATE WITH THE CITY AND RPR 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 FORCE MAIN

SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER.

38. 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 CITY OF CASSELBERRY. THE CONTRACTOR WILL RELOCATE WATER METERS AS NECESSARY AND AS DIRECTED

BY THE CITY PERSONNEL.

39. ALL PVC WATER MAIN, SEWER AND RECLAIMED WATER MAIN PIPE SHALL CONFORM TO AWWA C900, DR 18, DR 25.

ALL DUCTILE IRON WATER MAIN AND RECLAIM WATER MAIN SHALL CONFORM TO ANSI/AWWA A21.51/C151. ALL PVC PRESSURE PIPES SHALL USE DUCTILE IRON FITTINGS. FITTINGS FOR ALL SERVICES SHALL BE BRASS.

40. 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, FAS, USING BLUE AS PREDOMINANT COLOR

FOR WATER; GREEN FOR WASTEWATER; AND PURPLE FOR RECLAIMED WATER.

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

CONSTRUCTION.

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

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

44. 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 THE CITY, SHALL NOT EXCEED 75% OF THE MANUFACTURER'S RECOMMENDED DEFLECTION. NO DEFLECTION OR BENDING OF

ANY KIND SHALL BE PERMITTED FOR PVC PIPE.

45. 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.

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

47. 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.

48. 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.

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.

49. 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.

50. 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.

51. ALL VALVES LOCATED ON CITY CASSELBERRY WATER MAINS AND ARE PARALLEL TO SEMINOLE COUNTY WATER MAIN

SHALL BE IDENTIFIED AS CITY OF CASSELBERRY'S.

TREES

1. ALL TREES WITHIN LIMITS OF CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE NOTED.

2. REMOVE AND DISPOSE OF ALL TREES IDENTIFIED IN THE PLANS TO BE REMOVED, OR AS IDENTIFIED FOR REMOVAL

BY THE MAINTAINING AGENCY (REFER TO NOTIFICATION REQUIREMENTS), WITHIN THE PROJECT LIMITS. TREE REMOVAL SHALL INCLUDE STUMPS, ROOTS AND OTHER SUCH PROTRUDING OBJECTS (UNLESS OTHERWISE SPECIFIED IN THE PLANS) OR PER FDOT SPECIFICATION 110-2 AT A MINIMUM. REMOVE AND DISPOSE OF ALL PRODUCT AND DEBRIS NOT REQUIRED TO BE SALVAGED OR NOT REQUIRED TO COMPLETE THE CONSTRUCTION.

3. FOR TREES THAT REMAIN, THE CONTRACTOR SHALL PROTECT TREES INCLUDING MAINTAINING MINIMUM UNDISTURBED AREAS. WHEN NECESSARY TO CUT ROOTS OVER 1-1/2" DIA., THE CUT MUST BE CLEAN. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT DRYING AND COVER WITH EARTH AS SOON AS POSSIBLE.

INTERFERING BRANCHES MAY BE REMOVED AT THE DIRECTION OF MAINTAINING AGENCY BY A QUALIFIED TREE SURGEON. REPAIR OR REPLACE TREES DAMAGED DURING CONSTRUCTION AT THE DIRECTION OF THE MAINTAINING AGENCY AND OBTAIN PRIOR APPROVAL OF TREE REMOVAL, WHERE NECESSARY. EMPLOY A QUALIFIED TREE SURGEON TO REPAIR MAJOR DAMAGE TO TREES PROMPTLY TO PREVENT PROGRESSIVE DETERIORATION CAUSED BY THE DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE, IN ADDITION TO ANY FINES, FOR THE REPLACEMENT OF ANY REMOVED OR DAMAGED TREE WITH NEW TREE(S) OF SIMILAR QUALITY AND SPECIES SIZED AT THE DIRECTION OF THE MAINTAINING AGENCY. IF TREES ARE HARMED THROUGH LACK OF PROTECTION OR THROUGH NEGLIGENCE OF THE CONTRACTOR OR HIS SUBCONTRACTORS, THE CONTRACTOR SHALL BEAR COST OF REPAIR AND REPLACEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MAINTAINING AGENCY PRIOR TO ANY TRIMMING OR REMOVAL. FDOT SPEC 110-2 SHALL BE MINIMUM CRITERIA FOR TREE (TO REMAIN) PROTECTION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR LITTER REMOVAL (TRASH, TREE LIMBS, BRUSH PILES, AND OTHER MAN MADE DEBRIS) ALONG ENTIRE RIGHT-OF-WAY, TO PROVIDE A LITTER FREE CORRIDOR AT COMPLETION OF CONSTRUCTION. TREE LIMBS AND OTHER PLANT DEBRIS MAY BE FINELY MULCHED AND SPREAD IN BARE SOIL AREAS

OF THE PROJECT CORRIDOR AS DIRECTED BY THE MAINTAINING AGENCY.

ROOT PRUNING NOTES

1. WHERE CONSTRUCTION SHALL OCCUR 10 FEET OF THE TREE TRUNK, OR WITHIN THE DRIPLINE, WHICHEVER IS LARGER, ROOT PRUNING SHALL BE REQUIRED. ROOT PRUNING SHALL BE CONDUCTED A MINIMUM OF FOUR WEEKS PRIOR TO EARTH MOVING ACTIVITIES WITHIN THE PREDETERMINED TREE AND ROOT PROTECTION ZONE. THE ROOT PRUNING SHALL BE COMPLETED UTILIZING A SHARP, BLADED TRENCHING DEVICE. ROOT RAKING SHALL NOT OCCUR BEFORE THE ROOTS HAVE BEEN CLEANLY SEVERED. ALL ROOT PRUNING SHALL BE SUPERVISED BY THE CONTRACTOR SUPPLIED AND THE CITY APPROVED ISA CERTIFIED ARBORIST. THE APPROVED ISA CERTIFIED ARBORIST SHALL HAVE A MINIMUM OF FIVE YEARS OR MORE EXPERIENCE PRUNING LIVE OAKS TO ISA STANDARDS.

ARBORIST MUST OBTAIN APPROVAL FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY PRUNING ACTIVITIES. A MINIMUM OF TWO WEEKS ADVANCED NOTIFICATION TO THE CITY AND LAND OWNER IS REQUIRED.

2. IF NECESSARY TO FACILITATE THE REMOVAL OF DESIGNATED EXOTIC SPECIES, BRUSH AND WEEDS OCCURRING WITHIN THE DESIGNATED TREE PROTECTION AREAS (TPA) AND/OR CONSERVATION EASEMENT THEN THE AREA SHALL BE CLEARED BY HAND OR UTILIZING ONLY A MOWER AND A LIGHT WHEELED FARM TRACTOR (LESS THAN

60HP). DURING SUCH ACTIVITIES SOIL PROFILES SHALL NOT BE DISTURBED.

UTILITIES

1. 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 OWNER. 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 MAINTAINING AGENCY AND THE UTILITY OWNER.

CONTRACTOR SHALL COPY THE MAINTAINING AGENCY OF ALL CORRESPONDENCE WITH UTILITY OWNER.

2. ALL EXISTING UTILITIES ARE TO BE ADJUSTED BY THE UTILITY OWNER UNLESS OTHERWISE NOTED IN THE PLANS.

CONTRACTOR IS TO COORDINATE WITH THE UTILITY OWNER FOR SCHEDULING OF UTILITY ADJUSTMENTS SUCH THAT THEY WILL NOT INTERFERE WITH THE CONTRACTORS CONSTRUCTION SCHEDULE. FAILURE OF CONTRACTOR TO PROPERLY NOTIFY AND/OR SCHEDULE WORK BY THE UTILITY OWNER WILL NOT BE CONSIDERED AS CAUSE FOR

DELAY.

3. EXISTING IRRIGATION LINES/SYSTEMS IN CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE ADJUSTED AS NECESSARY TO BE RELOCATED OUTSIDE OF THE PROPOSED PAVEMENT. THE COST FOR THESE ADJUSTMENTS SHALL BE INCIDENTAL TO THE PAYMENT OF ASSOCIATED PAVING UNLESS OTHERWISE NOTED IN THE PLANS. ANY

IRRIGATION LINES REMOVED NEED TO BE REPLACED.

4. CHAPTER 17-153 OF THE FLORIDA STATUTES REQUIRES THAT THE COMPANY PERFORMING THE EXCAVATION WORK SHALL NOTIFY ALL GAS UTILITIES A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO EXCAVATING. DRAWINGS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS (IF ANY ARE PRESENT), AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-SITE INSPECTION BY GAS SYSTEM PERSONNEL. THEREFORE, THE COMPANY PERFORMING THE EXCAVATION WORK IS INSTRUCTED TO TELEPHONE SUNSHINE STATE ONE CALL AT 1-800-432-4770 AT LEAST THREE (3) WORKING DAYS BEFORE DIGGING IN THE CONSTRUCTION AREA. NO MACHINE EXCAVATION SHALL BE PERFORMED WITHIN FIVE (5) FEET OF A GAS MAIN

WITHOUT THE UTILITY OWNERS PRESENCE.

DEWATERING

1. IN THE EVENT THAT GROUNDWATER IS ENCOUNTERED DURING THE CONSTRUCTION OF THE WATER MAIN, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH

LOCAL, COUNTY, STATE AND FEDERAL CODES AND REGULATIONS.

2. DEWATERING SYSTEMS SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT

CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY.

3. AT ALL TIMES DURING CONSTRUCTION, KEEP EXCAVATIONS FREE FROM STANDING WATER. SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THAT BEARING SURFACES WILL NOT BE DISTURBED.

WATER PUMPED FROM THE EXCAVATION SHALL BE DISCHARGED TO PREVENT RE-ENTRY INTO THE SOIL STRATA BEING DEWATERED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS, PONDS, OR OTHER WATER BODIES. THE METHOD OF DISPOSING OF WATER PUMPED FROM

THE EXCAVATION SHALL BE APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL.

EROSION & SEDIMENT CONTROL

1. THE EROSION CONTROL MEASURES PER F.D.O.T. INDEXES 102 AND 103 ARE THE MINIMUM REQUIRED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO FIELD CONDITIONS AS DETERMINED BY THE PROJECT

ENGINEER AND THE REGULATORY AGENCIES.

2. THE CONTRACTOR SHALL SUBMIT AN "SWPPP" AT LEAST 14 DAYS PRIOR TO THE START OF CONSTRUCTION.

3. ALL PIPES AND INLETS AFFECTED BY THE PROJECT ARE TO BE PROTECTED FROM SEDIMENT DURING CONSTRUCTION; CONTRACTOR TO INSTALL TURBIDITY BARRIERS AT AFFECTED OUTFALL TO PROTECT LAKE.

4. TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD

SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985.

CLEARING, EARTHWORK

1. THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2. EARTHWORK INCLUDES ALL EXCAVATION, SHEETING, SHORING, BRACING, FILL, COMPACTING AND GRADING

NECESSARY TO CONSTRUCT THE EROSION CONTROL MATERIALS.

3. EMBANKMENT IS FILL IN PLACE WITH NO SHRINKAGE FACTOR APPLIED.

4. ALL FILL AND EXPOSED SUBGRADE SURFACES SHOULD BE COMPACTED TO AT LEAST 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T99, METHOD C AS REQUIRED BY SECTION 120-9 OF THE STANDARD SPECIFICATIONS.

BORROW REQUIRED FROM OFFSITE SOURCES SHALL BE WELL-GRADED, CLEAN, GRANULAR NATURAL SOIL FREE OF TOPSOIL, ORGANIC MATERIAL, WOOD, RUBBISH, DEBRIS OR OTHER DELETERIOUS MATERIALS. PROPOSED BORROW SHALL BE SUBJECT TO REVIEW AND APPROVAL OF THE CITY PRIOR TO HAULING MATERIALS TO THE SITE.

PROPOSED BORROW MATERIALS SHOULD COMPLY WITH THE REQUIREMENTS OF SECTION 120-6, BE NON-PLASTIC

AND WELL GRADED WITH THE FOLLOWING LIMITS:

U.S. STANDARD SIEVE SIZE % FINER BY DRY WEIGHT

3" 100 1" 80-100 #4 50-100 #40 10-50 #200 0-10

5. TREES AND SIGNIFICANT VEGETATION OCCURRING WITHIN THE CONSTRUCTION LIMITS ARE TO BE PROTECTED DURING CONSTRUCTION UNLESS OTHERWISE SHOWN ON PLANS OR DIRECTED BY THE CITY. CLEARING SHALL BE PERFORMED IN AREAS TO BE EXCAVATED OR AREAS IN WHICH FILL OR STRUCTURES ARE TO BE PLACED.

CONTRACTOR PROCEDURE TO CONNECT NEW WATER MAIN TO EXISTING WATER MAIN

ALL WORK TO BE COMPLETED BY CONTRACTOR UNLESS OTHERWISE NOTED.

1. THE CITY AND RPR 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 VALVE OPERATION, PRESSURE TESTING, PIPE CONNECTION, PUMP STATION OPERATION OR SHUTDOWN, ETC.

2. INSTALL NEW WATER MAIN.

3. MAKE TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER SOURCE; FLUSH OUT NEW WATER MAIN WITH

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

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

5. AS-BUILTS MUST BE COMPLETED, SUBMITTED, AND APPROVED TO RPR AND CITY PRIOR TO WATER MAIN CHLORINATION.

6. CHLORINATE WATER MAIN (50 MG/L). LET STAND FOR 24 HOURS; VERIFY THAT CHLORINE RESIDUAL IS STILL 25 MG/L.

7. 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.

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

9. AFTER ANALYSIS AND ACCEPTABLE RESULTS, SUBMIT TO CITY AND RPR WATER MAIN AND “CLEARANCE” PACKAGE

INCLUDING BACTERIOLOGICAL TEST RESULTS AS REQUIRED BY FDEP PERMIT.

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

11. ALL CONNECTIONS AND TAPS ON EXISTING MAINS SHALL MAINTAIN PRESSURE ON EXISTING MAIN (WET TAP).

12. VALVES ON EXISTING WATER MAIN ARE OPENED BY CITY PERSONNEL 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.

13. 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.

102+00

3+

104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00

120+0030 0+

1+

2+

303+00 304+00

305+00 306+00

307+00 308+00

309+00 310+00

311+00

312+00

313+00

314+00

315+00

316+00

317+00

318+00

200+00 201+00 202+00

203+00

204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00

220+60

1000+00 1001+00

1002+00 1003+00

1004+00 1005+00

1006+00 1007+00

1008+00 1009+00

+0

1011+00 1012+00

1012+98

500+00 501+00

1300+00 1301+001301+26

799+70 800+00

801+00 802+00

803+00 804+00

805+00

806+00

807+00

808+00

809+00

810+00

811+00

812+00

813+00 813+10

699+70 700+00

701+00 702+00

703+00 704+00

705+00

706+00

707+00

708+00

709+00

710+00

711+00

712+00

713+00

713+82

400+00 401+00 402+00

899+70 900+00

901+00 902+00

903+00 904+00

905+00

906+00

907+00

908+00

909+00

910+00

911+00

912+00 912+451400+00 1401+00 1402+00 1403+00 1404+00 1405+00

1406+00 1407+00

1408+00 1409+00

1410+00 1411+00

1412+00 1413+00

1414+00 1415+00

1416+00 1417+00 1417+75

1200+001201+001202+00

1203+00 1204+00

1205+00 1206+00

1207+00 1208+00

1209+00 1210+00

1211+00 1211+35

1099+701100+00 1101+001101+50 599+70

600+00 601+00

602+00 603+00

604+00 605+00

606+00

607+00

608+00

609+00

610+00

611+00

612+00

613+00

614+00

614+53

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.

C19117 1/23/2025

KL

EPR

DGH

Eric P. Ratliff, P.E.

License #94729

CITY OF CASSELBERRY

EASTBROOK - PHASE 1

WATER MAIN REPLACEMENT

Seminole County, Florida B

ID

S

U B

M

IT

T A

L

Drawing name: J:\C19117\Civil\DWG\_Current_Plan_Set\C19117 - Key Sheet.dwg Jun 04, 2026 - 9:27am dg.Holland

No. DateNo. Date Revision Revision www.cphcorp.com1

C 2026

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

KEY SHEET G-3

N

SHEET C-1 SHEET C-2 SHEET C-3 SHEET C-4

SHEET C-5

SHEET C-6

SHEET C-30

SHEET C-14

SHEET C-13

SHEET C-7 SHEET C-8

SH

EE

T C -9

SHEET C-11

SHEET C-10

SHEET C-12

SHEET C-15

SHEET C-18

SHEET C-21

SHEET C-24

SHEET C-25

SHEET C-22

SHEET C-19

SHEET C-16

SHEET C-17

SHEET C-20

SHEET C-23

SHEET C-26SHEET C-35

SHEET C-29

SHEET C-27

SHEET C-28

SHEET C-31 SHEET C-34

SHEET C-32

SHEET C-33

SHEET C-36

SHEET C-38

SHEET C-37

SEAGRAPE DR.

EASTBRO

O

K BLVD.

CHILEAN LN.

VIBURNUM

LN.

PERUVIAN LN.CLEM

ATIS LN.

PU

R

ITA

N

A

VE.

BOUGAINVILLEA DR.

B R

A

ZILIA

N

LN

AUSTRALIAN CIR.

Graphic Scale in Feet

50 50 100

../TH REPORTS/114236 TH 21.pdf ../TH REPORTS/114236 TH 21.pdf ../TH REPORTS/114236 TH 21.pdf ../TH REPORTS/114236 TH 21.pdf ../TH REPORTS/114236 TH 21.pdf ../TH REPORTS/114236 TH 21.pdf ../TH REPORTS/114236 TH 21.pdf

SITE BENCHMARK #571

SITE BENCHMARK #569

3+

104+00

105+00 106+00 107+00 108+00

102+50 103+00 104+00 105+00 106+00 107+00 107+50

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.

C19117 1/23/2025

KL

EPR

DGH

Eric P. Ratliff, P.E.

License #94729

CITY OF CASSELBERRY

EASTBROOK - PHASE 1

WATER MAIN REPLACEMENT

Seminole County, Florida B

ID

S

U B

M

IT

T A

L

Drawing name: J:\C19117\Civil\DWG\_Current_Plan_Set\C19117 - Seagrape Dr Plan and Profile.dwg Jun 04, 2026 - 9:28am dg.Holland

No. DateNo. Date Revision Revision www.cphcorp.com1

C 2026

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

Graphic Scale in Feet

20 20 40

N

SEAGRAPE DRIVE

PLAN AND PROFILE C-1

EXISTING WATER MAIN

EXISTING GRAVITY SANITARY SEWER

LEGEND

EXISTING BURIED TELEPHONE

PROPOSED WATER MAIN

EXISTING FIBER OPTIC

EXISTING STORM

EXISTING GAS LINE

RIGHT OF WAY

EXISTING ABANDONED WATER MAIN

OPEN CUT & RESTORE ROADWAY

MILL & RESURFACE ROADWAY

EXISTING UNKOWN UTILITY

REMOVE & REPLACE CONCRETE DRIVEWAY

REMOVE & REPLACE SIDEWALK

EXISTING ABANDONED FORCE MAIN

EXISTING BURIED ELECTRIC

EXISTING COMMUNICATION REMOVE & REPLACE BRICK DRIVEWAY

EXISTING WATER MAIN TO BE REMOVED

EXISTING WATER MAIN TO BE GROUTED

EXISTING FORCE MAIN

EXISTING WATER MAIN TO BE ABANDONED

PROPOSED DIRECTIONAL DRILL

SEAGRAPE DRIVE

EXISTING GRADE

INSTALL 1-1/2" DOUBLE

WATER SERVICE PER

DETAIL, SHEET D-3 (TYP.)

INSTALL 6" -

11.25° BEND

EXISTING FIRE HYDRANT

ASSEMBLY TO BE REMOVED

INSTALL ±452 L.F. OF 6" PVC W.M.

GROUT FILL & ABANDON

±427 L.F. OF 6" AC W.M.

STA. 103+44 (17' LT.)

INSTALL 6" - 11.25° BEND

STA. 103+35 (16' LT.)

INSTALL 6" - 90° BEND

6" GATE VALVE

INSTALL FIRE HYDRANT ASSEMBLY

STA. 103+66 (17' LT.)

INSTALL 6" - 11.25° BEND

STA. 103+97 (16' LT.)

INSTALL 6" - 22.5° BEND

STA. 104+39 (9' LT.)

INSTALL 6" - 11.25° BEND

INSTALL FIRE

HYDRANT

ASSEMBLY

STA. 106+78 (9' LT.)

INSTALL 6" TEE

INSTALL 6" - 90° BEND

INSTALL 6" - 11.25° BEND

INSTALL 6" -

22.5° BEND INSTALL 6" PVC W.M.

INSTALL 6" TEE

INSTALL FIRE HYDRANT ASSEMBLY

MILL & RESURFACE ±316 S.Y.

OF EXISTING ASPHALT

OPEN CUT & RESTORE

±166 S.Y. OF EXISTING

ASPHALT

REMOVE & REPLACE

±33 L.F. OF EXISTING

CURB & GUTTER

REMOVE & REPLACE

±5 L.F. OF EXISTING

CURB & GUTTER

SITE SPECIFIC NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION. CONTRACTOR TO PROTECT, RESTRAIN, AND SUPPORT ALL EXISTING UTILITIES AS NECESSARY.

2. CONTRACTOR TO DEVELOP M.O.T. PLAN AND SUBMIT TO SEMINOLE COUNTY AND ORANGE COUNTY PUBLIC

WORKS FOR PERMITTING.

3. CONTRACTOR TO MAINTAIN ACCESS TO HOMEOWNERS AT ALL TIMES.

4. CONTRACTOR TO PROVIDE TEMPORARY DRIVEWAY ACCESS AT ALL DRIVEWAY REPLACEMENT LOCATIONS.

5. CONTRACTOR TO REPLACE ALL STRIPING WITHIN THE MILL AND RESURFACE AREA FOLLOWING RESURFACING.

6. CONTRACTOR IS RESPONSIBLE FOR ORDERING FIRE HYDRANTS WITH THE APPROPRIATE LENGTH OF PIPE AND

FITTINGS TO CONNECT TO THE WATER MAIN PER THE UTILITY STANDARDS.

7. CONTRACTOR TO INSTALL WATER SERVICES UP TO WATER METER PER STANDARD DETAIL FIG. 43.

8. CONTRACTOR TO FIELD VERIFY SERVICE CONNECTIONS AND METERS PRIOR TO INSTALLATION OF NEW SERVICES.

9. CONTRACTOR TO REPLACE METER BOXES AS NEEDED.

10. CONTRACTOR TO RELOCATE WATER METERS AND ASSOCIATED BOXES PER DETAIL ON SHEET D-3. NOTIFY

HOMEOWNER OF DISCONNECTION DURING WATER METER RELOCATION.

11. CONTRACTOR TO REPLACE ANY IRRIGATION LINES THAT ARE REMOVED OR DAMAGED DURING CONSTRUCTION.

12. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND DEPTHS OF ALL GRAVITY SANITARY SEWER LATERALS A MINIMUM OF 200 L.F. IN ADVANCE OF WATER MAIN CONSTRUCTION TO ALLOW GRADE CHANGES WITHOUT

FITTINGS.

13. CONTRACTOR TO SUPPORT AND PROTECT MAILBOXES. IF TEMPORARY RELOCATION IS REQUIRED, CONTRACTOR TO NOTIFY HOMEOWNER AND COORDINATE TEMPORARY LOCATION WITH HOMEOWNER. LOCATION TO MEET USPS

REQUIREMENTS.

14. CONTRACTOR SHALL PERFORM ALL SERVICE TAP AT LEAST 24" FROM ANY JOINT.

" M

IN

. C

O

VE

R

INSTALL 1" SINGLE

WATER SERVICE PER

DETAIL, SHEET D-3 (TYP.)

3452 SEAGRAPE DR 3458 SEAGRAPE DR

3462 SEAGRAPE DR 3470 SEAGRAPE DR 3476 SEAGRAPE DR

3453 SEAGRAPE DR

3455 SEAGRAPE DR

3457 SEAGRAPE DR 3459 SEAGRAPE DR 3461 SEAGRAPE DR 3469 SEAGRAPE DR 3475 SEAGRAPE DR

INSTALL 6" -

11.25° BEND

INSTALL FIRE

HYDRANT

ASSEMBLY

REMOVE & REPLACE

EXISTING DRIVEWAY FROM

E.O.P. TO R.O.W. (TYP.)

SAMPLE POINT

REMOVE EXISTING VALVE CAN

AND BURY EXISTING VALVE

SITE BENCHMARK #569

SITE BENCHMARK #568107+00 108+00 109+00 110+00 111+00 112+00 113+00

107+50 108+00 109+00 110+00 111+00 112+00 112+50

TH-1 6.5 AC WATER 2.85

TEST HOLE DATA

NUMBER UTILITY SIZE (O.D. IN.) MATERIAL UTILITY TYPE DEPTH TO TOP (FT.)

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.

C19117 1/23/2025

KL

EPR

DGH

Eric P. Ratliff, P.E.

License #94729

CITY OF CASSELBERRY

EASTBROOK - PHASE 1

WATER MAIN REPLACEMENT

Seminole County, Florida B

ID

S

U B

M

IT

T A

L

Drawing name: J:\C19117\Civil\DWG\_Current_Plan_Set\C19117 - Seagrape Dr Plan and Profile.dwg Jun 04, 2026 - 9:28am dg.Holland

No. DateNo. Date Revision Revision www.cphcorp.com1

C 2026

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

Graphic Scale in Feet

20 20 40

N

SEAGRAPE DRIVE

PLAN AND PROFILE C-2

EXISTING WATER MAIN

EXISTING GRAVITY SANITARY SEWER

LEGEND

EXISTING BURIED TELEPHONE

PROPOSED WATER MAIN

EXISTING FIBER OPTIC

EXISTING STORM

EXISTING GAS LINE

RIGHT OF WAY

EXISTING ABANDONED WATER MAIN

OPEN CUT & RESTORE ROADWAY

MILL & RESURFACE ROADWAY

EXISTING UNKOWN UTILITY

REMOVE & REPLACE CONCRETE DRIVEWAY

REMOVE & REPLACE SIDEWALK

EXISTING ABANDONED FORCE MAIN

EXISTING FORCE MAIN

EXISTING WATER MAIN TO BE ABANDONED

PROPOSED DIRECTIONAL DRILL

SEAGRAPE DRIVE

CA

RN

AT

IO

N

DR

IV

E

EXISTING GRADE

GROUT FILL & ABANDON

±500 L.F. OF 6" AC W.M.

INSTALL ±500 L.F. OF 6" PVC W.M.

STA. 107+72 (9' LT.)

INSTALL 6" GATE VALVE

STA. 110+00 (9' LT.)

INSTALL 6" TEE

INSTALL FIRE

HYDRANT ASSEMBLY

STA. 111+17 (9' LT.)

INSTALL 6" - 45° BEND

(ROTATED)

STA. 111+20 (9' LT.)

INSTALL 6" - 45° BEND

(ROTATED)

STA. 111+32 (9' LT.)

INSTALL 6" - 45° BEND

(ROTATED)

STA. 111+30 (9' LT.)

INSTALL 6" - 45° BEND

(ROTATED)

STA. 112+32 (5' LT.)

INSTALL 6" - 11.25° BEND

STA. 112+12 (9' LT.)

INSTALL 6" - 11.25° BEND

INSTALL 6" -

11.25° BENDS

12" MIN. SEPARATION

INSTALL 6" - 45° BENDS (ROTATED)

INSTALL 6" - 45° BENDS (ROTATED)

INSTALL FIRE HYDRANT ASSEMBLY

INSTALL 6" TEE

INSTALL 6" PVC W.M.

INSTALL 6"

GATE VALVE

MILL & RESURFACE

±369 S.Y. OF

EXISTING ASPHALT

OPEN CUT & RESTORE

±243 S.Y. OF EXISTING

ASPHALT

REMOVE & REPLACE

±5 L.F. OF EXISTING

CURB & GUTTER

" M

IN

. C

O

VE

R

CONTRACTOR TO PROTECT

STORM INLET DURING

WATER MAIN INSTALLATIONINSTALL 1-1/2" DOUBLE

WATER SERVICE PER

DETAIL, SHEET D-3 (TYP.)

SITE SPECIFIC NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION. CONTRACTOR TO PROTECT, RESTRAIN, AND

SUPPORT ALL EXISTING UTILITIES AS NECESSARY.

2. CONTRACTOR TO DEVELOP M.O.T. PLAN AND SUBMIT TO SEMINOLE COUNTY AND ORANGE COUNTY PUBLIC WORKS FOR

PERMITTING.

3. CONTRACTOR TO MAINTAIN ACCESS TO HOMEOWNERS AT ALL TIMES.

4. CONTRACTOR TO PROVIDE TEMPORARY DRIVEWAY ACCESS AT ALL DRIVEWAY REPLACEMENT LOCATIONS.

5. CONTRACTOR TO REPLACE ALL STRIPING WITHIN THE MILL AND RESURFACE AREA FOLLOWING RESURFACING.

6. CONTRACTOR IS RESPONSIBLE FOR ORDERING FIRE HYDRANTS WITH THE APPROPRIATE LENGTH OF PIPE AND FITTINGS TO

CONNECT TO THE WATER MAIN PER THE UTILITY STANDARDS.

7. CONTRACTOR TO INSTALL WATER SERVICES UP TO WATER METER PER STANDARD DETAIL FIG. 43.

8. CONTRACTOR TO FIELD VERIFY SERVICE CONNECTIONS AND METERS PRIOR TO INSTALLATION OF NEW SERVICES.

9. CONTRACTOR TO REPLACE METER BOXES AS NEEDED.

10. CONTRACTOR TO RELOCATE WATER METERS AND ASSOCIATED BOXES PER DETAIL ON SHEET D-3. NOTIFY HOMEOWNER OF

DISCONNECTION DURING WATER METER RELOCATION.

11. CONTRACTOR TO REPLACE ANY IRRIGATION LINES THAT ARE REMOVED OR DAMAGED DURING CONSTRUCTION.

12. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND DEPTHS OF ALL GRAVITY SANITARY SEWER LATERALS A MINIMUM OF 200 L.F. IN ADVANCE OF WATER MAIN CONSTRUCTION TO ALLOW GRADE CHANGES WITHOUT FITTINGS.

13. CONTRACTOR TO SUPPORT AND PROTECT MAILBOXES. IF TEMPORARY RELOCATION IS REQUIRED, CONTRACTOR TO NOTIFY HOMEOWNER AND COORDINATE TEMPORARY LOCATION WITH HOMEOWNER. LOCATION TO MEET USPS REQUIREMENTS.

14. CONTRACTOR SHALL PERFORM ALL SERVICE TAP AT LEAST 24" FROM ANY JOINT.

3480 SEAGRAPE DR 3484 SEAGRAPE DR 3488 SEAGRAPE DR

3494 SEAGRAPE DR

1084 CARNATION DR

3487 SEAGRAPE DR3483 SEAGRAPE DR 3499 SEAGRAPE DR3491 SEAGRAPE DR 3505 SEAGRAPE DR3479 SEAGRAPE DR 3495 SEAGRAPE DR

6' MIN. SEPARATION

REMOVE & REPLACE ±5 L.F. OF

EXISTING 12" CMP AS NECESSARY

1065 CARNATION DR

../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf

SITE BENCHMARK #566

SITE BENCHMARK #563

SITE BENCHMARK #564

112+00 113+00 114+00 115+00 116+00 117+00 118+00

0+

1+

112+50 113+00 114+00 115+00 116+00 117+00 117+50

TH-2 8.5 AC WATER 3.20

TH-3 6.5 AC WATER 3.30

TEST HOLE DATA

NUMBER UTILITY SIZE (O.D. IN.) MATERIAL UTILITY TYPE DEPTH TO TOP (FT.)

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.

C19117 1/23/2025

KL

EPR

DGH

Eric P. Ratliff, P.E.

License #94729

CITY OF CASSELBERRY

EASTBROOK - PHASE 1

WATER MAIN REPLACEMENT

Seminole County, Florida B

ID

S

U B

M

IT

T A

L

Drawing name: J:\C19117\Civil\DWG\_Current_Plan_Set\C19117 - Seagrape Dr Plan and Profile.dwg Jun 04, 2026 - 9:29am dg.Holland

No. DateNo. Date Revision Revision www.cphcorp.com1

C 2026

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

Graphic Scale in Feet

20 20 40

N

SEAGRAPE DRIVE

PLAN AND PROFILE C-3

EXISTING WATER MAIN

EXISTING GRAVITY SANITARY SEWER

LEGEND

EXISTING BURIED TELEPHONE

PROPOSED WATER MAIN

EXISTING FIBER OPTIC

EXISTING STORM

EXISTING GAS LINE

RIGHT OF WAY

EXISTING ABANDONED WATER MAIN

OPEN CUT & RESTORE ROADWAY

MILL & RESURFACE ROADWAY

EXISTING UNKOWN UTILITY

REMOVE & REPLACE CONCRETE DRIVEWAY

REMOVE & REPLACE SIDEWALK

EXISTING ABANDONED FORCE MAIN

EXISTING FORCE MAIN

EXISTING WATER MAIN TO BE ABANDONED

PROPOSED DIRECTIONAL DRILL

SEAGRAPE DRIVE

EA

ST

BR

OO

K

BL

VD

EA

ST

BR

O

O K

BL

VD

EXISTING GRADE

GROUT FILL & ABANDON

±500 L.F. OF 6" AC W.M.

INSTALL ±263 L.F.

OF 6" PVC W.M.

INSTALL ±23 L.F.

OF 2" POLY W.M.

INSTALL ±134 L.F.

OF 6" PVC W.M.

STA. 113+45 (5' LT.)

INSTALL 6" TEE

INSTALL FIRE HDYRANT ASSEMBLY

STA. 115+13 (30' LT.)

INSTALL 8" - 22.5° BEND (ROTATED)

STA. 115+30 (5' LT.)

INSTALL 8" - 11.25° BEND

STA. 115+98 (14' LT.)

INSTALL 8" TEE

(3) 8" GATE VALVES

8"x6" REDUCER

INSTALL FIRE HYDRANT

ASSEMBLY

STA. 117+32 (14' LT.)

INSTALL 6" TEE

6" PLUG WITH 2" TAP

INSTALL 6" TEE

INSTALL 8" PVC W.M.

INSTALL 6" - 45°

BEND (ROTATED)

INSTALL 8" -

11.25° BEND

12" MIN.

SEPARATION

INSTALL 8" TEE

INSTALL 8" GATE VALVES

INSTALL 8"x6" REDUCER

INSTALL FIRE

HYDRANT

ASSEMBLY

INSTALL 6" TEE

INSTALL 6" PLUG WITH 2" TAP 12" MIN.

SEPARATION

INSTALL 2" POLY W.M.

INSTALL 6" PVC W.M.

INSTALL 6" PVC W.M.

INSTALL FIRE

HYDRANT

ASSEMBLY

STA. 115+13 (5' LT.)

INSTALL 8" TEE

8" GATE VALVE

8"x6" REDUCER

STA. 115+23 (36' LT.)

INSTALL 8" TAPPING SLEEVE & VALVE

8" LINESTOP

(2) 8" CAP

INSTALL 8" TEE

MILL & RESURFACE

±447 S.Y. OF

EXISTING ASPHALT

GROUT FILL & ABANDON

±2 L.F. OF 8" AC W.M.

INSTALL 1-1/2" DOUBLE

WATER SERVICE PER

DETAIL, SHEET D-3 (TYP.)

INSTALL 1" SINGLE

WATER SERVICE PER

DETAIL, SHEET D-3 (TYP.)

INSTALL 8" -

11.25° BEND

INSTALL 8"x6" REDUCER

STA. 115+75 (14' LT.)

INSTALL 8" - 11.25° BEND

STA. 114+90 (5' LT.)

INSTALL 6" - 45° BEND (ROTATED)

STA. 115+14 (34' LT.)

INSTALL 8" - 45° BEND (ROTATED)

STA. 115+18 (37' LT.)

INSTALL 8" - 45° BEND

INSTALL ±35 L.F. OF 8" PVC W.M.

INSTALL ±86 L.F.

OF 8" PVC W.M.

REMOVE & REPLACE ±22 L.F.

OF EXISTING CURB & GUTTER

OPEN CUT & RESTORE

±177 S.Y. OF EXISTING

ASPHALT

" M

IN

. C

O

VE

R

SITE SPECIFIC NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION. CONTRACTOR TO PROTECT, RESTRAIN, AND

SUPPORT ALL EXISTING UTILITIES AS NECESSARY.

2. CONTRACTOR TO DEVELOP M.O.T. PLAN AND SUBMIT TO SEMINOLE COUNTY AND ORANGE COUNTY PUBLIC WORKS FOR

PERMITTING.

3. CONTRACTOR TO MAINTAIN ACCESS TO HOMEOWNERS AT ALL TIMES.

4. CONTRACTOR TO PROVIDE TEMPORARY DRIVEWAY ACCESS AT ALL DRIVEWAY REPLACEMENT LOCATIONS.

5. CONTRACTOR TO REPLACE ALL STRIPING WITHIN THE MILL AND RESURFACE AREA FOLLOWING RESURFACING.

6. CONTRACTOR IS RESPONSIBLE FOR ORDERING FIRE HYDRANTS WITH THE APPROPRIATE LENGTH OF PIPE AND FITTINGS TO

CONNECT TO THE WATER MAIN PER THE UTILITY STANDARDS.

7. CONTRACTOR TO INSTALL WATER SERVICES UP TO WATER METER PER STANDARD DETAIL FIG. 43.

8. CONTRACTOR TO FIELD VERIFY SERVICE CONNECTIONS AND METERS PRIOR TO INSTALLATION OF NEW SERVICES.

9. CONTRACTOR TO REPLACE METER BOXES AS NEEDED.

10. CONTRACTOR TO RELOCATE WATER METERS AND ASSOCIATED BOXES PER DETAIL ON SHEET D-3. NOTIFY HOMEOWNER OF

DISCONNECTION DURING WATER METER RELOCATION.

11. CONTRACTOR TO REPLACE ANY IRRIGATION LINES THAT ARE REMOVED OR DAMAGED DURING CONSTRUCTION.

12. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND DEPTHS OF ALL GRAVITY SANITARY SEWER LATERALS A MINIMUM OF 200 L.F. IN ADVANCE OF WATER MAIN CONSTRUCTION TO ALLOW GRADE CHANGES WITHOUT FITTINGS.

13. CONTRACTOR TO SUPPORT AND PROTECT MAILBOXES. IF TEMPORARY RELOCATION IS REQUIRED, CONTRACTOR TO NOTIFY HOMEOWNER AND COORDINATE TEMPORARY LOCATION WITH HOMEOWNER. LOCATION TO MEET USPS REQUIREMENTS.

14. CONTRACTOR SHALL PERFORM ALL SERVICE TAP AT LEAST 24" FROM ANY JOINT.

INSTALL 8" GATE VALVE

6" MIN. SEPARATION

1083 EASTBROOK BLVD

1092 EASTBROOK BLVD

S

EA

G R

AP

E

D R

1111 EASTBROOK BLVD

3615 SEAGRAPE DR

3533 SEAGRAPE DR

1118 EASTBROOK BLVD

3557 SEAGRAPE DR

1084 CARNATION DR

REMOVE & REPLACE ±5 L.F.

OF EXISTING CURB & GUTTER

REMOVE & REPLACE ±5 L.F.

OF EXISTING CURB & GUTTER

STA. 115+13 (24' LT.)

INSTALL (2) 8" - 45° BENDS (ROTATED)

REMOVE EXISTING TREE

REMOVE & REPLACE ±10 L.F.

OF EXISTING CURB & GUTTER

SAMPLE POINT

SAMPLE POINT

SAMPLE POINTREMOVE EXISTING VALVE CAN

AND BURY EXISTING VALVE

REMOVE EXISTING VALVE CAN

AND BURY EXISTING VALVE

../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 3.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 2.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf ../TH REPORTS/114236 TH 1.pdf

SITE BENCHMARK #564

116+00 117+00 118+00 119+00

120+00

0+

.8

1+

117+50 118+00 119+00 120+00 120+50

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.

C19117 1/23/2025

KL

EPR

DGH

Eric P. Ratliff, P.E.

License #94729

CITY OF CASSELBERRY

EASTBROOK - PHASE 1

WATER MAIN REPLACEMENT

Seminole County, Florida B

ID

S

U B

M

IT

T A

L

Drawing name: J:\C19117\Civil\DWG\_Current_Plan_Set\C19117 - Seagrape Dr Plan and Profile.dwg Jun 04, 2026 - 9:29am dg.Holland

No. DateNo. Date Revision Revision www.cphcorp.com1

C 2026

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

Graphic Scale in Feet

20 20 40

N

SEAGRAPE DRIVE

PLAN AND PROFILE C-4

EXISTING WATER MAIN

EXISTING GRAVITY SANITARY SEWER

LEGEND

EXISTING BURIED TELEPHONE

PROPOSED WATER MAIN

EXISTING FIBER OPTIC

EXISTING STORM

EXISTING GAS LINE

RIGHT OF WAY

EXISTING ABANDONED WATER MAIN

OPEN CUT & RESTORE ROADWAY

MILL & RESURFACE ROADWAY

EXISTING UNKOWN UTILITY

REMOVE & REPLACE CONCRETE DRIVEWAY

REMOVE & REPLACE SIDEWALK

EXISTING ABANDONED FORCE MAIN

EXISTING FORCE MAIN

EXISTING WATER MAIN TO BE ABANDONED

PROPOSED DIRECTIONAL DRILL

SEAGRAPE DRIVE

EXISTING GRADE

INSTALL ±257 L.F. OF 2" POLY W.M.

GROUT FILL & ABANDON

±145 L.F. OF 6" AC W.M.

INSTALL 2" POLY W.M.

REMOVE & REPLACE

EXISTING DRIVEWAY FROM

E.O.P. TO R.O.W. (TYP.)

INSTALL 1-1/2" DOUBLE

WATER SERVICE PER

DETAIL, SHEET D-3 (TYP.)

INSTALL 1" SINGLE

WATER SERVICE PER

DETAIL, SHEET D-3 (TYP.)

" M

IN

. C

O

VE

R

SITE SPECIFIC NOTES:

1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION. CONTRACTOR

TO PROTECT, RESTRAIN, AND SUPPORT ALL EXISTING UTILITIES AS NECESSARY.

2. CONTRACTOR TO DEVELOP M.O.T. PLAN AND SUBMIT TO SEMINOLE COUNTY AND ORANGE

COUNTY PUBLIC WORKS FOR PERMITTING.

3. CONTRACTOR TO MAINTAIN ACCESS TO HOMEOWNERS AT ALL TIMES.

4. CONTRACTOR TO PROVIDE TEMPORARY DRIVEWAY ACCESS AT ALL DRIVEWAY REPLACEMENT

LOCATIONS.

5. CONTRACTOR TO REPLACE ALL STRIPING WITHIN THE MILL AND RESURFACE AREA FOLLOWING

RESURFACING.

6. CONTRACTOR IS RESPONSIBLE FOR ORDERING FIRE HYDRANTS WITH THE APPROPRIATE

LENGTH OF PIPE AND FITTINGS TO CONNECT TO THE WATER MAIN PER THE UTILITY STANDARDS.

7. CONTRACTOR TO INSTALL WATER SERVICES UP TO WATER METER PER STANDARD DETAIL…