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- - '- - ' - 1 1 . I I -- ' _ - REFERENCED DA TA 1. TOPOGRAPHIC SURVEY WAS OBTAINED FROM MAURICE W. BELL, PROFESSIONAL LAND SURVEYOR , AND PERFORMED BY MAURICE W. BELL, DATED 05-22-2020. 2. SUBSURFACE UTILITY EXPLORATION WAS OBTAINED FROM AND PERFORMED DATED 3. ALL ELEVATIONS ARE REFERENCED TO - , THE HORIZONTAL DATUM IS BASED ON GPS OBSERVATIONS TAKEN FROM THE NATIONAL GEODETIC SURVEY CONTROL STATION S37-152. FLORIDA STATE PLANE GRID SYSTEM - WEST ZONE. 4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS FROM THE BEST AVAILABLE SURVEY DATA. ALL RISKS RESULTING FROM THE USE OR INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR. 5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY __ , REFER TO REPORT DATED 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH IN THE FIELD LIMITS OF CONSTRUCTION, BENCHMARKS (ELEV.), COORDINATES, CENTER LINES, AND STATIONING AS REQUIRED TO CONSTRUCT THIS PROJECT. GENERAL 7. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH BY THE FDEP, AWWA, NSF, AND CITY OF ZEPHYRHILLS. 8. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SIGNIFICANT DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION. 9. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA. 10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS. 11. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION. 12. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROOF OF LICENSE SHALL BE SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT. 13. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER OR SPECIFICALLY NOTED ON THE DRAWINGS. 14. EXISTING CONDITIONS LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 15. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE, MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS, ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHALL INCLUDE FIELD MEASUREMENTS ON SHOP DRAWINGS, 16. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD DRAWINGS. 17. ANY PROPERTY CORNERS MONUMENTS, R BENCH MARK WITHIN THE PROJECT AREA SHALL PROTECTED UNLESS E 0 BE C S E LL BE OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO ADDITIONAL COST TO THE OWNER. IF OWNER CHOOSES TO SELF PERFORM THE WORK OR INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL COSTS ASSOCIATED WITH THE EFFORT. 18. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. UTILITY COORDINATION 19. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES NEAR THE PROJECT AREA AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE CALL OF FLORIDA" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS, THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST 10 DAYS. 20. FLORIDA LAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES. 21. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION. CONSTRUCTION SAFETY 24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA TRENCH SAFETY ACT. 25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. RESTORATION 26. ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD, LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 27. ALL EXISTING SIGNS AND MAILBOXES LOCATED WITHIN THE PROJECT SHALL BE REMOVED AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION., AND SHALL BE RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 28. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 5', A MINIMUM OF 4" THICK, 3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH 1.4X1.4 W.W.M., ALL IN CONFORMANCE WITH MACDILL DESIGN GUIDELINES, LATEST EDITION. ACCESS/MAINTENANCE OF FACILITIES 29. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD. PIPING NOTES 30. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS. 31. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIALS SHALL BE AS SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE. 32. ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END SECTIONS ARE TO END OF PIPE. 33. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR CONFIGURATION IS REQUIRED. FINAL SUPPORTS, LOCATIONS, AND TYPES SHALL BE DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTALS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. ll A = 34. ALL WATER PIPES ARE TO BE CONSTRUCTED WITH 36" MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. ALL WATER MAINS ARE DR-18 PVC UNLESS OTHERWISE NOTED. 35. FURNISH AND INSTALL 10 GAUGE TRACER WIRE ON ALL MAIN PIPELINES. WIRE TO EXTEND INTO EACH VALVE BOX WITH SUFFICIENT EXCESS TO BRING WIRE THREE FEET ABOVE FINISH GRADE. 36. WATER SYSTEMS R T T MINIMUM F 1 - E S ARE TESTED 0 A N MUM 0 50 PSI FOR TWO-HOUR DURATION AS PER AWWA C 600 STANDARDS. 37. ALL FIRE FLOW LINES WILL RUN SEPARATE FROM THE DOMESTIC WATER MAINS AND HAVE A FIRE DETECTION METER AND A FIRE LINE BACK FLOW PREVENTION ASSEMBLY (BFP). ASSEMBLY SHALL INCLUDE A LOW FLOW BY-PASS METER W/ RPZ. 38. ALL POTABLE WATER CONNECTIONS SHALL BE MADE WITH CUTTING -IN TEES WITH VALVES. ANY EXCEPTIONS TO THIS WILL REQUIRE CITY OF ZEPHYRHILLS APPROVAL. WHEN ALLOWED BY CITY OF ZEPHYRHILLS, HOT TAP ("WET TAP") CONNECTIONS SHALL BE PERFORMED BY A LICENSED, UNDERGROUND CONTRACTOR, WITH ADVANCE NOTIFICATION (72 HOURS) TO THE CITY OF ZEPHYRHILLS INSPECTOR. 39. WATER TAPPING SADDLES SHALL BE DOUBLE STRAP BRASS OR DUCTILE IRON OR EPDXY COATED STEEL WITH STAINLESS STEEL HARDWARE. TIE STRAPS AND BOLTS SHALL BE CORROSION RESISTANT ALLOY STEEL. FULL CIRCLE STAINLESS STEEL TAPPING SADDLE SLEEVE WITH RESILIENT SEATED TAPPING VALVE SHALL BE USED FOR PROPOSED WATER AND FORCE MAIN CONNECTIONS. 40. ALL FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH AGRAM 07-07 (MAY 2007). CAPS SHALL BE PAINTED WITH REFLECTIVE -TYPE PAINT. BARREL COLOR DISTRIBUTION SYSTEM TYPE YELLOW PUBLIC (POTABLE) RED FIRE PROTECTION (POTABLE WITH BFP) PURPLE RECLAIMED (NON -POTABLE) CAPS RATED CAPACITY (AT 20PSI RESIDUAL PRESSURE) LIGHT BLUE 1500 GPM GREEN 1000-1499 GPM ORANGE 500-999 GPM RED <500 GPM SEWER 41. ALL WASTEWATER FORCE MAINS ARE TO BE CONSTRUCTED WITH 48" MINIMUM COVER UNLESS OTHERWISE NOTED ON THE PLANS. 42. LOW PRESSURE AIR TEST AND VIDEO INSPECTION ARE REQUIRED FOR THE GRAVITY COLLECTION SYSTEM. ALTERNATIVE TESTING METHODS PROPOSED BY THE CONTRACTOR MUST BE PRE -APPROVED BY CITY OF ZEPHYRHILLS. 43. MANHOLE FRAMES AND COVERS, AND C.O. CAPS ARE TO BE WATER TIGHT. IF NEEDED, EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE. 44. INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN PAVED AREAS, ABS IN UNPAVED AREAS. 45. ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES ACCEPTED BY THE C11Y OF ZEPHYRHILLS MUST BE AT LEAST " FOUR INCHES 4 A EIGHT INCHES I DIAMETER, Y E AND E G NC ES 8 N D AME ER RESPECTIVELY, EXCEPT LATERAL SEWER LINES WHICH SHALLB NO LESS THAN SIX INCHES (6") IN DIAMETER )AND ACCEPTED BY THE CITY OF ZEPHYRHILLS TO A SANITARY CLEANOUT POINT , OF DEMARCATION (POD). A SANITARY CLEANOUT SHALL BE PROVIDED WITHIN 10 OF EXTERIOR BUILDING F ( ) E E TE OR BU LD NG WALL OR ALL WASTEWATER SERVICE CONNECTIONS. ALL SERVICE LINES SHALL ENTER A MANHOLE. 46. A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHALL BE INSTALLED AT THE C11Y OF ZEPHYRHILLS POD ON GOVERNMENT OR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY OWNED LIFT STATIONS CONNECTING INTO THE CITY OF ZEPHYRHILLS'S UTILITY MAINS. 47. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS SHALL BE BY CORE BORE WITH KOR-N-SEAL CONNECTORS. 48. ALL ELECTRICAL AND CONTROL BOXES AT LIFT STATIONS SHALL BE PAINTED MANOR HOUSE BROWN (SHERWIN WILLIAMS). 49. CONTRACTOR SHALL COORDINATE WITH CITY OF ZEPHYRHILLS ON THE LOCATION OF THE LS DRIVEWAY BEFORE INSTALLING. UTILITY SEPARATION 50. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS. 51. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL AND FDEP REQUIREMENTS. 52. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES. MAINTENANCE OF TRAFFIC 53. THE CONTRACTOR SHALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR FDOT DESIGN INDEXES AND 2014 "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN THESE CONSTRUCTION DRAWINGS. 54. ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT WWW. DOT. STATE. FL. U S/RDDESI GN /DS/1 4/STDS. SH TM. 55. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT. 56. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FDOT STANDARD INDEX 600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH USE OF FLAGGER. ALL TRAFFIC LANES MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN THE LUMP SUM COST. 57. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. STANDARDS, AND SHALL BE PAINTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 710. 58. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES 600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. PROJECT SPECIFIC 59. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2) WEEKS NOTICE TO THE OWNER PRIOR TO CONNECTING THE NEW WATER MAIN TO THE AFB PUBLIC WATER SUPPLY (AFB-PWS). THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING EACH CONNECTION WITH THE OWNERS OF THE PWS TO ENSURE THAT THERE ARE MINIMAL INTERRUPTIONS TO EACH SYSTEM. 60. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND/OR INSPECTED PRIOR TO BACKFILL COMPACTION, ROAD BASE INSTALLATION, OR RESTORATION. 61. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO THE ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 62. ALL ROCKS OR STONES LARGER THAN 6" IN DIAMETER SHALL BE REMOVED FROM THE BACKFILL MATERIAL. BACKFILL MATERIAL PLACED WITHIN 1-FOOT OF PIPING AND APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2" IN DIAMETER. 63. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO FDOT'S STANDARD SPECIFICATIONS FOR ROADWORK AND BRIDGE CONSTRUCTION, LATEST EDITION, AWWA, NSF, AND THE LATEST CITY OF ZEPHYRHILLS STANDARDS, UNLESS OTHERWISE INDICATED. 64. [ENGINEER TO ADD MO 65. ABANDON PIPING IN PLACE: 2" AND SMALLER CAP AND ABANDON IN PLACE. 3" AND LARGER CAP AND GROUT FILL IN PLACE. UTILITY NOTES 1. EXISTING WATER MAIN LOCATIONS ARE BASED ON THE "TOPOGRAPHIC SURVEY", PREPARED BY SIMMONS, BEALL AND TREABOUR, LLC PROFESSIONAL LAND SURVEYORS & MAPPERS (LB #8382), DATED 06/01/2021. 2. EXISTING SEWER SERVICE LOCATIONS ARE BASED ON THE "TOPOGRAPHIC SURVEY", PREPARED BY SIMMONS, BEALL AND TREABOUR, LLC PROFESSIONAL LAND SURVEYORS & MAPPERS (LB #8382), DATED 06/01 /2021. 3. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES AND OTHER FEATURES PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATIONS REQUIRED OTHER THAN SHOWN ON THE PLANS. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE PLANS. 5. CONTRACTOR IS RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 6. SEE ARCHITECTURAL / MECHANICAL ENGINEERING PLANS FOR ANY PROPOSED FIRE PROTECTION DESIGNS & SPECIFICATIONS. 7. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE NOT EXACT OR GUARANTEED. 8. ALL PROPOSED DOMESTIC WATER MAINS SHALL BE C-900 DR-18 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 9. ALL PROPOSED RECLAIMED WATER MAINS (DENOTED AS RCW), IF PROPOSED, SHALL BE C-900 DR-18 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 10. ALL PROPOSED FIRE SERVICE LINES SHALL BE C-900 DR-14 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 11. ALL SANITARY SEWER LINES SHALL BE SDR35 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT UTILITIES (EXISTING AND FUTURE). ADDITIONAL UTILITY NOTES: 1. ELECTRICAL SERVICE TO PAD MOUNTED TRANSFORMER SHALL BE RUN UNDERGROUND, FROM ROAD RIGHT-OF-WAY TO TRANSFORMER LOCATION. ASSOCIATED COST BY UTILITY CONTRACTOR. 2. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS. 3. ALL DOMESTIC AND SANITARY LEADS TO BUILDING SHALL END AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND EXTEND AS NECESSARY). 4. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF EXISTING SEWER AND WATER LINES TO WHICH THE PROPOSED LINES WILL BE CONNECTED TO PRIOR TO DOING ANY OTHER WORK ON SITE. THE RELOCATION OF ANY WATER/SEWER FACILITY REQUIRED TO AVOID ANY PART OF THIS DEVELOPMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. 5. CONTRACTOR SHALL COORDINATE DRIVEWAY CLOSURE WITH PROPERTY OWNER, IF CLOSURE(S) IS DEEMED NECESSARY FOR CONSTRUCTION. 6. REFER TO THE MECHANICAL/PLUMBING DRAWINGS FOR ALL UTILITY TIE-IN LOCATIONS. 7. EXISTING UTILITIES LOCATED IN AREAS OF PROPOSED GRADING SHALL BE RAISED OR LOWERED AS REQUIRED TO ADHERE TO NEW GRADE. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL UTILITIES AND COMPLIANCE WITH COVER REQUIREMENTS PER THE UTILITY PROVIDER FOR FINAL ELEVATIONS. 8. EXISTING SEWER LINE FLOWS MUST BE MAINTAINED THROUGHOUT SITE CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL WORK WITH EXISTING SEWER AUTHORITES. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ANY NEW SEWER TO REROUTE THE EXISTING SEWER AND THE NEW SEWER SHALL BE APPROVED BY THE UTILITY PROVIDER AND ALL BONDS, EASEMENTS, AS -GUILTS, OR OTHER REQUIREMENTS MET PRIOR TO PUTTING THE NEW LINE IN SERVICE. 9. ALL CONSTRUCTION TO CONFORM TO THE APPLICABLE CITY OF ZEPHYRHILLS SPECIFICATIONS AND CONSTRUCTION DETAILS. 10. CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE LOCAL POWER, TELEPHONE, AND CABLE TV COMPANIES TO DETERMINE EXACT ROUTING OF EACH UTILITY SERVICE TO THE BUILDING OR SITE IMPROVEMENTS. 11. CONTRACTOR TO SEE ELECTRICAL PLANS FOR COORDINATION WITH SITE LIGHTING AND TELECOMMUNICATION REQUIREMENTS. FIRE HYDRANT TEST DATA: ON 03/17/2021, MR. JOHN BOSTIC, UTILITIES DIRECTOR FOR THE CITY OF ZEPHYRHILLS UTILITIES DEPARTMENT PROVIDED FIRE HYDRANT FLOW TEST DATA FOR HYDRANTS AROUND THE SUBJECT SITE. FLOW WAS MEASURED ON TWO (2) EXISTING FIRE HYDRANTS: F.H. #1255 LOCATED NEAR 6585 N. DAIRY ROAD & WIRE ROAD, LOCATED WITHIN AN EXISTING DITCH, AND F.H. #1256 LOCATED NEAR 5251 N. DAIRY ROAD & WIRE ROAD. BOTH OF THESE EXISTING FIRE HYDRANTS ARE CONNECTED TO THE EXISTING 12" WATER MAIN THAT THE PROPOSED DEVELOPMENT IS PROPOSED TO CONNECT TO. FLOW TEST DATA WAS RECORDED ON BOTH HYDRANTS AND RESULTING INFORMATION IS AS FOLLOWS: FIRE HYDRANT #1255 STATIC PRESSURE = 60 PSI RESIDUAL PRESSURE = 50 PSI FLOW ® PITOT READING= 1,060 GPM FLOW 0 20 PSI= 2,240 GPM FIRE HYDRANT #1256 STATIC PRESSURE = 60 PSI RESIDUAL PRESSURE = 50 PSI FLOW 0 PITOT READING= 1,060 GPM FLOW 0 20 PSI= 2,240 GPM *NOTE: A COPY OF THE FIRE FLOW TEST RESULTS PROVIDED BY THE CITY OF ZEPHYRHILLS CAN BE FOUND IN THE LOWER RIGHT-HAND CORNER OF THIS SHEET (C-2.1). FacilitylD HydrantZ one Hydrant# STATUS INSPECTOR INSPECTION DATE LATITUDE LONGITUDE Address CrossStreet Manufactur Model BarrelDiam PUMPER HEIGHT STATIC RESIDUAL PRESSURE FLOW GPM FLOW PSI FLOW AT 20PS1 FLOW MINUTES RESIDUAL HYD ID NUM BONNET COLOR wH-Y-08525 Y 8525 OPERATIONAL NICHOLAS OLIVER 08/02/21 28.27102482 -82.18729530 7800 GALL BLVD PRETTY POND RD AMERICAN DARLING B-84-B 5.25 19 55 45 920 30 1810 1 wH-Y-08526 BLUE wH-Y-08526 Y 8526 OPERATIONAL BREN DON WRISTON 08/02/21 28.26971100 -82.18747130 7780GALLBLVD PRETTYPONDRD AMERICAN DARLING B-84-B 5.25 11 55 45 840 25 1652 1 wH-Y-08526 BLUE wH-Y-08527 Y 8527 OPERATIONAL NICHOLAS OLIVER 08/02/21 28,26842182 -82.18727860 7600 GALL BLVD PRETTY POND RD AMERICAN DARLING B-84-B 5.25 20 55 45 1000 35 1967 1 wH-Y-08678 BLUE wH-Y-01255 Y 1255 OPERATIONAL NICHOLAS OLIVER 08/11/21 28,26772962 -82.18477050 6585 N DAIRY RD WIRE RD AMERICAN DARLING B-84-B 5.25 20 55 50 1130 45 3232 1 wH-Y-12009 BLUE wH-Y-01256 Y 1256 OPERATIONAL ANTHONYSTUART 08/11/21 28.26909282 -82.18477550 5251 north dairy rd Wire rd AMERICAN DARLING B-84-B 5.25 18 65 50 1060 40 1919 1 Wh-y-01257 BLUE wH-Y-01258 Y 1258 OPERATIONAL NICHOLAS OLIVER 08/02/21 28.27082692 -82.18563030 7810 GALL BLVD PRETTY POND RD AMERICAN DARLING B-84-B 5.25 20 55 45 1000 35 1967 1 wH-Y-01259 BLUE **Note: Flow Test Results provided by the City of Zephyrhills, Mr. John Bostic, Utilities Director, via email on April 12, 2022. U) W H Q � V CY) U) U)' 0 Z U 25 L U) W .SEAL * ' No. 52896 -o S T OF z1//j/0NAL S . \�. S• E��`� on U U CQ C''9 � W Ey W�E:a E A Z W W a IR C rn d = U E F- U C,I W W N O in CL W 0 C W � u>a W d A Pci O z � a �I O � H A I Q'i Gc7 A pw O U E m ado � c� � c i I E- z"' DRAWN BY CHECKED BY I TLF RCL DATE 06/29/2020 SHEET TITLE UTILITY NOTES SHEET NUMBER C-2.1