SANITARY SEWER SYSTEM MODIFICATION

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1 FL. P.E. NO. 0 Mar 0, 0 K & L BELANGER HOLDING LLC 99 BAYHORE ROAD NORTH FT. MYER, FLORIDA 9 CPH, INC. ALTAMONT AVE. FT. MYER, FLORIDA 90 ATTN.: (9) -99 J H McCARRIER LAND URVEYING, INC. 0 UNRIE BOULEVARD FT. MYER, FLORIDA 90 (9) -8 ATTN.: JUDITH H. McCARRIER 0 BAYHORE RD., UITE NORTH FT. MYER, FLORIDA 9 (9)- 0 BAYHORE RD., UITE NORTH FT. MYER, FLORIDA 9 (9)- 0 BAYHORE RD., UITE NORTH FT. MYER, FLORIDA 9 (9)- OUTH DITRICT OFFICE 9 VICTORIA AVE FT. MYER, FLORIDA 90 (9) -00 A PART OF THE NORTHEAT QUARTER (NE /) OF THE OUTHWET QUARTER (W /) OF ECTION, TOWNHIP OUTH, RANGE EAT, LEE COUNTY, FLORIDA; COMMENCE AT THE OUTHEAT CORNER OF THE NORTHEAT QUARTER OF THE OUTHWET QUARTER OF ECTION, TOWNHIP OUTH, RANGE EAT; THENCE RUN N00 0'0"E ALONG THE NORTH-OUTH QUARTER ECTION LINE,. FEET TO THE NORTHERLY RIGHT-OF-WAY OF BAYHORE ROAD (-8, 00 FEET WIDE); THENCE RUN N89 0'0"W ALONG AID RIGHT-OF-WAY,.0 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE 89 0'0"W, 08. FEET; THENCE N00 '9"W, 08. FEET; THENCE 89 0'0"E, 08. FEET TO THE WETERLY RIGHT-OF-WAY OF NALLE ROAD (0 FEET WIDE); THENCE 00 '9"E ALONG AID RIGHT-OF-WAY, 08. FEET TO THE POINT OF BEGINNING. C- COVER HEET C- GENERAL NOTE C- UTILITY PLAN C- UTILITY DETAIL C- LIFT TATION DETAIL " = 0' 0// K0 0 No. Date Altamont Ave. Ft. Myers, FL 90 Ph: Eng. C.O.A. No. urvey L.B. No. Arch. Lic. No. AA009 Lndscp. Lic. No. LC U:\rreid\K0\K0-CUP&DET.dwg Mar 0, 0 - :8pm rreid COVER 99 BAYHORE ROAD, NORTH FORT MYER, FL 9

2 GENERAL PROVIION. THE CONTRACTOR HALL OBTAIN FROM THE OWNER COPIE OF ALL AVAILABLE REGULATORY AGENCY PERMIT AND LOCAL AGENCY PERMIT.. ALL CONTRUCTION PROJECT OR MORE ACRE IN IZE THAT DICHARGE TO OFFITE AREA ARE REQUIRED TO COMPLY WITH THE REQUIREMENT OF THE NATIONAL POLLUTANT DICHARGE ELIMINATION YTEM (NPDE) GENERAL PERMIT FOR TORMWATER DICHARGE FROM MALL AND LARGE CONTRUCTION ACTIVITIE. IN ORDER TO MEET NPDE REQUIREMENT, THE CONTRACTOR I REPONIBLE FOR PREPARING A TORMWATER POLLUTION PREVENTION PLAN (WPPP), IMPLEMENTING, INPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENT OF THE WPPP, COMPLETING AND UBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORM A THE OPERATOR, AND PAYING ALL AOCIATED FEE. FOR PROJECT LE THAN ACRE IN IZE THAT ARE NOT REQUIRED TO COMPLY WITH THE NPDE GENERAL PERMIT, THE CONTRACTOR I TILL REPONIBLE FOR IMPLEMENTING AND MAINTAINING EROION AND EDIMENT CONTROL MEAURE PRIOR TO AND DURING CONTRUCTION IN ACCORDANCE WITH THE DRAWING AND PECIFICATION.. UNLE OTHERWIE NOTED ON THE PLAN, THE CONTRACTOR HALL UE THE GEOMETRY PROVIDED ON THE CONTRUCTION PLAN. BENCHMARK INFORMATION HALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER' URVEYOR. ANY DICREPANCIE BETWEEN FIELD MEAUREMENT AND CONTRUCTION PLAN INFORMATION HALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.. BAE URVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATION, EAEMENT, RIGHT OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HA BEEN PREPARED BY OTHER PROFEIONAL. CPH, INC. AUME NO REPONIBILITY FOR THE ACCURACY OF THI INFORMATION.. THI ET OF PLAN MAY CONTAIN DRAWING PREPARED BY OTHER PROFEIONAL, WHICH CONTAIN THE NAME, ADDRE, AND LOGO OF THE PROFEIONAL. CPH, INC. I NOT REPONIBLE FOR DRAWING PREPARED BY OTHER PROFEIONAL.. THE CONTRACTOR HALL UBMIT () COPIE OF HOP DRAWING TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIAL REQUIRED FOR CONTRUCTION. PRIOR TO UBMIION, THE CONTRACTOR HALL THOROUGHLY CHECK HOP DRAWING, PRODUCT DATA, AND AMPLE FOR COMPLETENE AND FOR COMPLIANCE WITH THE CONTRUCTION PLAN AND HALL VERIFY ALL DIMENION AND FIELD CONDITION AND HALL COORDINATE THE HOP DRAWING WITH THE REQUIREMENT FOR OTHER RELATED WORK. THE CONTRACTOR' REPONIBILITY FOR ERROR AND OMIION IN UBMITTAL I NOT RELIEVED BY THE ENGINEER' REVIEW OF UBMITTAL. THE CONTRACTOR HALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF UBMIION, OF DEVIATION IN UBMITTAL FROM THE REQUIREMENT OF THE CONTRACT DOCUMENT.. PROTECT BENCHMARK, PROPERTY CORNER, AND OTHER URVEY MONUMENT FROM DAMAGE OR DIPLACEMENT. IF MARKER NEED TO BE REMOVED IT HALL BE REFERENCED BY LICENED LAND URVEYOR AND REPLACED, A NECEARY, BY AME. 8. THE CONTRACTOR I REPONIBLE FOR ALL QUALITY CONTROL TETING. A A MINIMUM, TETING HALL INCLUDE A) PIPING AND TRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIAL AND DENITY TET; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENITY REQUIREMENT; C) PORTLAND CEMENT CONCRETE AND APHALT PAVING QUALITY CONTROL TETING INCLUDING DEIGN MIX REVIEW, MATERIAL, FIELD LUMP AND AIR CONTENT, AND FIELD AND LAB CURED TRENGTH AMPLE AND TETING. 9. IN ADDITION TO QUALITY CONTROL TETING, THE CONTRACTOR HALL BE REPONIBLE FOR REQUIRED TETING OR APPROVAL FOR ANY WORK (OR ANY PART THEREOF) IF LAW OR REGULATION OF ANY PUBLIC BODY HAVING JURIDICTION PECIFICALLY REQUIRE TETING, INPECTION OR APPROVAL. THE CONTRACTOR HALL PAY ALL COT IN CONNECTION THEREWITH AND HALL FURNIH THE OWNER AND ENGINEER THE REQUIRED CERTIFICATE OF INPECTION, TETING OR APPROVAL. 0. ANY DEIGN OR TETING LABORATORY UTILIZED BY THE CONTRACTOR HALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THE LATET EDITION OF THE "RECOMMENDED REQUIREMENT FOR INDEPENDENT LABORATORY QUALIFICATION", PUBLIHED BY THE AMERICAN COUNCIL OF INDEPENDENT LABORATORIE.. TETING REULT HALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TET REULT HALL BE PROVIDED (PAING AND FAILING) ON A REGULAR AND IMMEDIATE BAI.. THE ENTIRE PROJECT ITE HALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INTALLED PIPELINE, TRUCTURE, IDEWALK, PAVED AREA, ACCUMULATED ILT IN POND, PLU ALL ADJACENT AREA AFFECTED BY CONTRUCTION, A DIRECTED BY THE OWNER OR JURIDICTIONAL AGENCY. EQUIPMENT TO CLEAN THEE URFACE HALL BE UBJECT TO APPROVAL BY THE OWNER. UTILITY GENERAL NOTE. THE UTILITY DATA HOWN ON THEE PLAN WA LOCATED BY THE REPECTIVE UTILITY, OR I BAED ON UTILITY DRAWING, MAP, OR FIELD RECONNAIANCE.. THE LOCATION, MATERIAL TYPE, AND IZE OF ALL EXITING UTILITIE HOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BET INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AUME NO REPONIBILITY FOR THEIR ACCURACY. PRIOR TO THE TART OF ANY CONTRUCTION ACTIVITY, IT HALL BE THE CONTRACTOR' REPONIBILITY TO NOTIFY THE VARIOU UTILITIE AND TO MAKE THE NECEARY ARRANGEMENT FOR ANY RELOCATION OF THEE UTILITIE WITH THE OWNER OF THE UTILITY. THE CONTRACTOR HALL EXERCIE CAUTION WHEN CROING AN UNDERGROUND UTILITY, WHETHER HOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIE, WHETHER HOWN ON THEE PLAN OR NOT, THAT INTERFERE WITH THE PROPOED CONTRUCTION HALL BE CLOELY COORDINATED WITH THE ENGINEER AND THE REPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INTRUCTION.. A INGLE POINT UTILITY IDENTIFICATION ERVICE HA BEEN ET UP FOR EXITING UTILITIE. THE CONTRACTOR I TO CONTACT THE UNHINE TATE ONE CALL CENTER BY DIALING 8 AT LEAT TWO () AND NO MORE THAN FIVE () WORKING DAY PRIOR TO THE PECIFIC CONTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIE PARTICIPATE IN THI PROGRAM. THE CONTRACTOR HOULD CONTACT ALL NON-PARTICIPATING UTILITIE EPARATELY FOR FIELD LOCATION OF THEIR FACILITIE AT LEAT TWO () WORKING DAY PRIOR TO CONTRUCTION. PER FLORIDA TATUTE.8, THE CONTRACTOR OR EXCAVATOR I REQUIRED TO NOTIFY THE GA COMPANY TWO () WORKING DAY PRIOR TO TARTING EXCAVATION.. THE CONTRACTOR HALL KEEP LOCATE TICKET UP TO DATE AT ALL TIME.. THE CONTRACTOR I REPONIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COT AOCIATED WITH THE PROTECTION OF EXITING FACILITIE DURING CONTRUCTION. THE CONTRACTOR HALL ALO COORDINATE NECEARY RELOCATION OR OTHER CONTRUCTION RELATED MATTER WITH EACH UTILITY.. IT HALL BE THE CONTRACTOR' REPONIBILITY TO MAINTAIN IN ERVICE ALL EXITING PIPING ENCOUNTERED DURING CONTRUCTION UNLE OTHERWIE INDICATED IN THE DRAWING. ANY PIPING WHICH CAN BE REMOVED DURING CONTRUCTION WITHOUT UNDUE INTERRUPTION OF ERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMIION OF THE OWNER AND THE ENGINEER.. THE CONTRACTOR HALL FIELD LOCATE ALL WATER AND EWER ERVICE AND LATERAL WITHIN THE PROPOED CONTRUCTION AREA PRIOR TO CONTRUCTION AND ADJUT THE PROPOED CONTRUCTION A NEEDED TO ACCOMMODATE THEE EXITING LINE. 8. TYPICAL DETAIL AND PROPOED CONTRUCTION A HOWN ILLUTRATE THE ENGINEER' INTENT AND ARE NOT PREENTED A A OLUTION TO ALL CONTRUCTION PROBLEM ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOED CONTRUCTION TO UIT FIELD CONDITION, PROVIDED IT COMPLIE WITH THE PROJECT PECIFICATION AND APPROVAL I RECEIVED FROM THE ENGINEER. WHERE UCH PROPOED REVIION DEVIATE FROM THE FDEP CONTRUCTION PERMIT, THEN UCH REVIION WILL ALO REQUIRE APPROVAL FROM FDEP. 9. FOR EACH REPECTIVE PIPELINE CONTRUCTION REQUIRED, THE CONTRACTOR HALL FIELD VERIFY THE LOCATION, DEPTH, IZE, MATERIAL TYPE, AND ALIGNMENT OF ALL EXITING PIPE, CABLE, ETC. TO BE CROED OR CONNECTED TO. IF THE CONTRACTOR DEEM NECEARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTING, BEND, OR COUPLING, WHICH REPREENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXITING UTILITIE, THEN DETAIL OF UCH DEPARTURE, RELOCATION, OR ADDITIONAL FITTING, INCLUDING CHANGE IN RELATED PORTION OF THE PROJECT AND THE REAON THEREFORE, HALL BE UBMITTED WITH HOP DRAWING. APPROVED DEPARTURE FOR THE CONTRACTOR' CONVENIENCE HALL BE MADE AT NO ADDITIONAL COT TO THE OWNER. 0. THE CONTRACTOR HALL PROVIDE AT HI OWN EXPENE ALL NECEARY TET PUMPING EQUIPMENT, WATER, WATER METER, PREURE GAUGE, AND OTHER EQUIPMENT, MATERIAL AND FACILITIE REQUIRED FOR ALL HYDROTATIC, LEAKAGE, AND PREURE TETING. THE CONTRACTOR HALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (8) HOUR IN ADVANCE OF PROPOED TETING. THE CONTRACTOR HALL PERFORM ATIFACTORY PRETETING PRIOR TO NOTIFICATION. A-BUILT DRAWING REQUIREMENT. A-BUILT DRAWING HALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAT THREE WEEK PRIOR TO FINAL INPECTION. ALL A-BUILT DATA HALL BE PROVIDED BY A FLORIDA LICENED URVEYOR, IGNED, EALED AND DATED BY THE REPONIBLE PARTY.. ALL RECORD DRAWING HALL BE PREPARED BY THE CONTRACTOR IN ACAD FORMAT UING CONTRUCTION PLAN HEET PROVIDED BY THE ENGINEER. A-BUILT INFORMATION HALL BE FIELD VERIFIED, MEAURED, ADDED TO THE ACAD FILE OF THE CONTRUCTION PLAN HEET PROVIDED BY THE ENGINEER, AND CERTIFIED, IGNED AND EALED BY THE CONTRACTOR' LICENED URVEYOR WHO WILL BE REPONIBLE FOR THE ACCURACY OF ALL DIMENION AND ELEVATION.. THE X, Y AND (Z) LOCATION BAED ON THE COORDINATE YTEM FLORIDA EAT ZONE TATE PLANE COORDINATE FEET NAD 8, OF ALL VALVE (CENTER OF PIPE), MANHOLE, INLET, VALVE BOXE (GRADE), HYDRANT (GRADE), BLOW OFF (GRADE), AMPLE POINT (GRADE) AND METER BOXE (GRADE) ETC. HALL BE CLEARLY HOWN. ACCEPTABLE POITION ACCURACY HALL BE UB-METER OR BETTER FOR COMPATIBILITY WITH GLOBAL POITIONING YTEM (GP) EQUIPMENT. THE VERTICAL DATUM UED HALL BE NAVD 88 UNLE OTHERWIE HOWN ON THE CONTRUCTION PLAN.. THE A-BUILT INFORMATION I TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: A. HORIZONTAL LOCATION AND VERTICAL ELEVATION FOR ALL UTILITY AND TORM TRUCTURE INCLUDING BUT NOT LIMITED TO MANHOLE, INLET AND CLEANOUT, INCLUDING TRUCTURE TOP AND INVERT ELEVATION. B. DITANCE ALONG PIPELINE BETWEEN TRUCTURE. C. TORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATION AND HORIZONTAL DIMENION MEAURED AT A MINIMUM OF TEN LOCATION PER POND, AT LOCATION DEIGNATED BY THE ENGINEER. TOP OF POND HORIZONTAL DIMENION ARE ALO TO BE TIED TO PROPERTY CORNER, EAEMENT, AND RIGHT-OF-WAY. D. TORMWATER CONTROL TRUCTURE DIMENION AND ELEVATION, INCLUDING ALL WEIR, LOT, ORIFICE, GRATE, AND KIMMER. E. TORMWATER CONVEYANCE YTEM INCLUDING DIMENION, ELEVATION, CONTOUR, AND CRO ECTION. F. HORIZONTAL LOCATION AND VERTICAL ELEVATION OF ALL UTILITY VALVE, FITTING, CONNECTION POINT, ETC. G. VERTICAL ELEVATION OF ALL PIPELINE AT CROING OF POTABLE WATER MAIN (WHETHER THE WATER MAIN I EXITING OR NEW) IN ORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICAL EPARATION HA BEEN MET. H. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINE, LOCATED EVERY 00-FT PLU ALL CHANGE IN HORIZONTAL OFFET. I. PAVEMENT WIDTH AND ELEVATION AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 00 FEET PLU AT ALL CHANGE IN LONGITUDINAL LOPE, CRO LOPE, INLET LOCATION, AND AT ALL DRIVEWAY AND TREET INTERECTION. FOR PARKING LOT, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATION ALONG ALL DRIVE AILE AND ILAND. J. ALL PARKING AREA AND IDEWALK RAMP DEIGNATED FOR HANDICAP ACCE HALL CONTAIN HORIZONTAL AND VERTICAL MEAUREMENT IN ORDER TO VERIFY REQUIRED WIDTH AND LOPE HAVE BEEN MET. K. HORIZONTAL AND VERTICAL DATA FOR ANY CONTRUCTION THAT DEVIATE FROM THE APPROVED ENGINEERING DRAWING. L. WHERE THE PLAN CONTAIN PECIFIC HORIZONTAL LOCATION DATA, UCH A TATION AND OFFET, THE A-BUILT DRAWING ARE TO REFLECT THE ACTUAL HORIZONTAL LOCATION. M. WHERE THE PLAN CONTAIN PECIFIC VERTICAL ELEVATION DATA, THE A-BUILT DRAWING ARE TO REFLECT THE ACTUAL MEAURED VERTICAL ELEVATION.. RECORD DRAWING ARE TO BE PREPARED BY THE CONTRACTOR, CERTIFIED BY THE CONTRACTOR' LICENED URVEYOR, AND DELIVERED TO THE ENGINEER FOR REVIEW. THE ENGINEER WILL REVIEW THE DRAWING FOR COMPLETENE IN ACCORDANCE WITH THE REQUIREMENT OF THEE NOTE WITHIN EVEN () FULL WORKING DAY. FOR PRELIMINARY REVIEW, UBMITTAL IN ACAD AND PDF FORMAT I UFFICIENT AND IGNED AND EALED COPIE ARE NOT NECEARY. FINAL UBMITTAL OF COMPLETE RECORD DRAWING HALL CONIT OF ONE ET IGNED AND EALED BY THE CONTRACTOR' LICENED URVEYOR PLU ACAD AND PDF FILE OF THE RECORD DRAWING DELIVERED TO THE ENGINEER. IF THE DRAWING ARE FOUND TO BE INCOMPLETE OR INACCURATE, THE DRAWING WILL BE RETURNED TO THE CONTRACTOR FOR CORRECTION.. IN CAE WHERE THE OWNER DETERMINE PARTIAL CLEARANCE FROM PERMITTING AGENCIE ARE BENEFICIAL TO THE OWNER FOR COMPLETED PORTION OF THE PROJECT, PROVIDE PRELIMINARY RECORD DRAWING (ACAD FORMAT) TO THE ENGINEER FOR IT UE IN PREPARING THE PARTIAL CLEARANCE APPLICATION FOR THE OWNER.. COMPLETE RECORD DRAWING THAT ARE FOUND TO BE ATIFACTORY A A REULT OF THE ENGINEER' REVIEW WILL BE UED A THE BAI FOR THE FINAL PROJECT RECORD DRAWING PREPARED BY THE ENGINEER UING THE CONTRACTOR PROVIDED RECORD DRAWING PLU ENGINEER ADDED INFORMATION. 8. COMPLETE IGNED AND EALED RECORD DRAWING ARE REQUIRED TO BE DELIVERED TO THE OWNER PRIOR TO FINAL INPECTION OF THE PROJECT. FINAL INPECTION WILL ONLY BE CHEDULED UPON RECEIPT OF IGNED AND EALED RECORD DRAWING THAT HAVE BEEN REVIEWED BY THE ENGINEER AND DELIVERED BY THE ENGINEER TO THE OWNER. TRAFFIC CONTROL. THE CONTRACTOR I REPONIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M.O.T.) PLAN PRIOR TO CONTRUCTION. THE M.O.T. PLAN HALL HOW ALL PROPOED TRAFFIC CONTROL IGN, PAVEMENT MARKING, AND BARRICADE, AND HALL DETAIL ALL PROPOED CONTRUCTION EQUENCING. THE M.O.T. PLAN AND INTALLED TRAFFIC CONTROL MEAURE HALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURIDICTIONAL AGENCY PRIOR TO CONTRUCTION. IN GENERAL, ROADWAY AND DRIVEWAY LANE CLOURE ARE PROHIBITED DURING CONTRUCTION UNLE PECIFICALLY DETAILED ON THEE PLAN. IN THE EVENT IT I DETERMINED THAT ROADWAY AND DRIVEWAY LANE CLOURE WILL BE ALLOWED, THE CLOURE HALL BE RETRICTED TO THE HOUR BETWEEN 9:00 A.M. AND :00 P.M. UNLE OTHERWIE AUTHORIZED IN THE APPROVED M.O.T.. ALL TRAFFIC CONTROL MEAURE HALL BE IN ACCORDANCE WITH FDOT INDEX NO. 00 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD). ALL TRAFFIC CONTROL MEAURE HALL BE INTALLED PRIOR TO CONTRUCTION AND MAINTAINED DURING CONTRUCTION.. INPECT TRAFFIC CONTROL DEVICE ON A DAILY BAI TO ENURE PLACEMENT OF BARRICADE AND FUNCTION OF LIGHT I MAINTAINED THROUGHOUT CONTRUCTION.. CONTACT PROPERTY OWNER AFFECTED BY CONTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOURE AND EQUENCING. MAINTAIN ACCE FOR ALL PROPERTY OWNER DURING CONTRUCTION.. WET UNTABILIZED AREA A NECEARY TO CONTROL DUT.. ADJUT TRAFFIC CONTROL DEVICE A REQUIRED UNDER EMERGENCY CONDITION.. THE CONTRACTOR I EXPECTED TO COORDINATE IT ACTIVITIE WITH OTHER CONTRACTOR WHO MAY BE WORKING IN THE IMMEDIATE VICINITY. 8. WHEN WORK OCCUR WITHIN -FT OF ACTIVE ROAD TRAVEL LANE BUT NO CLOER THAN -FT FROM THE EDGE OF PAVEMENT, IGNAGE AND WARNING DEVICE ARE TO BE INTALLED IN ACCORDANCE WITH FDOT INDEX NO. 00 AND TYPE I OR TYPE II BARRICADE AT 0-FT CENTER HALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER DROP-OFF OR OTHER HAZARD EXIT AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENT UNTIL UCH PAVEMENT ARE OPEN TO PUBLIC UE. ITE PREPARATION. UNLE OTHERWIE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR I EXPECTED TO CONTAIN ALL CONTRUCTION ACTIVITIE WITHIN THE PROPERTY, RIGHT-OF-WAY, AND EAEMENT A INDICATED ON THE DRAWING. AT NO TIME HALL THE CONTRACTOR DITURB URROUNDING PROPERTIE OR TRAVEL ON URROUNDING PROPERTIE WITHOUT WRITTEN CONENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONTRUCTION OF DAMAGED AREA IN URROUNDING PROPERTIE HALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BAI. ALL COT FOR REPAIR HALL BE THE REPONIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENATION HALL BE PROVIDED.. TAKE OUT THE CONTRUCTION, ETABLIH LINE AND LEVEL, TEMPORARY BENCH MARK, BATTER BOARD, CENTERLINE, BAELINE, AND REFERENCE POINT FOR THE WORK, AND VERIFY ALL DIMENION RELATING TO INTERCONNECTION WITH EXITING FEATURE. REPORT ANY INCONITENCIE IN THE PROPOED GRADE, LINE AND LEVEL, DIMENION AND LOCATION TO THE ENGINEER BEFORE COMMENCING WORK.. PROTECT ALL TREE AND HRUB LOCATED OUTIDE THE RIGHT-OF-WAY, EAEMENT, AND OWNER ECURED PROPERTY, PARTICULARLY THOE TREE AND HRUB LOCATED ADJACENT TO WORK AREA.. WITHIN THE RIGHT-OF-WAY, EAEMENT, AND OWNER ECURED PROPERTY, THE INTENT I TO ALLOW TREE AND HRUB TO REMAIN IN ACCORDANCE WITH THE FOLLOWING CHEDULE: NEW ROADWAY CONTRUCTION - TREE AND HRUB TO REMAIN WHERE LOCATED MORE THAN FEET FROM THE BACK OF CURB, OR OUTIDE THE LIMIT OF EXCAVATION OR FILL AREA, WHICHEVER I FURTHER. UTILITY PIPELINE CONTRUCTION - TREE AND HRUB TO REMAIN OUTIDE A FOOT WIDE PATH, CENTERED ON THE PIPELINE.. TREE TO REMAIN IN THE CONTRUCTION AREA HALL BE BOXED, FENCED OR OTHERWIE PROTECTED IN ACCORDANCE WITH DETAIL ON THE DRAWING. DO NOT PERMIT HEAVY EQUIPMENT OR TOCKPILE WITHIN BRANCH PREAD. AREA TO RECEIVE CLEARING AND GRUBBING HALL INCLUDE ALL AREA TO BE OCCUPIED BY THE PROPOED IMPROVEMENT, AREA FOR FILL AND ITE GRADING, AND BORROW ITE. REMOVE TREE OUTIDE OF THEE AREA ONLY A INDICATED ON THE DRAWING OR A APPROVED IN WRITING BY THE ENGINEER.. CLEARING HALL CONIT OF REMOVING TREE AND BRUH AND DIPOAL OF OTHER MATERIAL THAT ENCROACH UPON OR OTHERWIE OBTRUCT THE WORK. 8. EXERCIE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATION. DO NOT DAMAGE EXITING TRUCTURE, PIPE OR UTILITIE. 9. GRUBBING HALL CONIT OF REMOVING AND DIPOING OF TUMP, ROOT LARGER THAN " IN DIAMETER, AND MATTED ROOT. REMOVE TO A DEPTH OF NOT LE THAN 8" BELOW THE ORIGINAL URFACE LEVEL OF THE GROUND. 0. ALL COMBUTIBLE DEBRI AND REFUE FROM ITE PREPARATION OPERATION HALL BE REMOVED TO LEGAL OFFITE DIPOAL AREA. DEWATERING. DEIGN AND PROVIDE A DEWATERING YTEM UING ACCEPTED AND PROFEIONAL METHOD CONITENT WITH CURRENT INDUTRY PRACTICE. PROVIDE A DEWATERING YTEM OF UFFICIENT IZE AND CAPACITY TO CONTROL GROUNDWATER IN A MANNER THAT PREERVE TRENGTH OF FOUNDATION OIL, DOE NOT CAUE INTABILITY OR RAVELING OF EXCAVATION LOPE, AND DOE NOT REULT IN DAMAGE TO EXITING TRUCTURE. WHERE NECEARY TO THEE PURPOE, LOWER WATER LEVEL IN ADVANCE OF EXCAVATION, UTILIZING WELL, WELLPOINT, OR IMILAR POITIVE METHOD. MAINTAIN THE GROUNDWATER LEVEL TO A MINIMUM OF FEET BELOW EXCAVATION. PROVIDE PIEZOMETER IF DIRECTED BY THE ENGINEER TO DOCUMENT THE GROUNDWATER LEVEL I BEING MAINTAINED.. CONTROL, BY ACCEPTABLE MEAN, ALL WATER REGARDLE OF OURCE AND BE FULLY REPONIBLE FOR DIPOAL OF THE WATER. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY UPPLEMENTAL MEAURE TO CONTROL EEPAGE, GROUNDWATER, OR ARTEIAN HEAD.. DEWATERING DICHARGE FROM THE ITE HALL COMPLY WITH ALL NPDE GENERAL PERMIT REQUIREMENT AND TATE WATER QUALITY TANDARD. PROVIDE ALL TETING AND PERMITTING REQUIRED AND COMPLY WITH ALL TREATMENT OR DIPOAL METHOD REQUIRED TO MEET ALL LOCAL, TATE AND FEDERAL REQUIREMENT.. OPEN PUMPING WITH UMP AND DITCHE HALL BE ALLOWED, PROVIDED IT DOE NOT REULT IN BOIL, LO OF FINE, OFTENING OF THE GROUND, OR INTABILITY OF LOPE. UMP HALL BE LOCATED OUTIDE OF LOAD BEARING AREA O THE BEARING URFACE WILL NOT BE DITURBED. WATER CONTAINING ILT IN UPENION HALL NOT BE PUMPED INTO EWER LINE OR ADJACENT TREAM. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF WELL(), LEVEL OF FINE AND OR ILT IN THE DICHARGE WATER HALL NOT EXCEED PPM.. IF DEWATERING EQUIPMENT NEEDED EXCEED ANY OF THE FOLLOWING: ) " PUMP VOLUTE; ) 00,000 GPD TOTAL HOUR ( DAY) DEWATERING, AND; ),000,000 GPD PUMP CAPACITY, THE CONTRACTOR HALL BE REQUIRED TO PERMIT THE DEWATERING YTEM WITH THE WATER MANAGEMENT DITRICT.. CONTINUOULY MAINTAIN EXCAVATION IN A DRY CONDITION WITH POITIVE DEWATERING METHOD DURING PREPARATION OF UBGRADE, INTALLATION OF PIPE, AND CONTRUCTION OF TRUCTURE UNTIL THE CRITICAL PERIOD OF CONTRUCTION AND/OR BACKFILL I COMPLETED TO PREVENT DAMAGE OF UBGRADE UPPORT, PIPING, TRUCTURE, IDE LOPE, OR ADJACENT FACILITIE FROM FLOTATION OR OTHER HYDROTATIC PREURE IMBALANCE.. WHEN CONTRUCTION I COMPLETE, REMOVE ALL DEWATERING EQUIPMENT FROM THE ITE, INCLUDING WELL AND RELATED TEMPORARY ELECTRICAL ERVICE. GRADING. GRADING HOWN ON THEE PLAN I PROVIDED TO THE CONTRACTOR TO EXPRE THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR HALL BE EXPECTED TO GRADE THE ENTIRE ITE TO PROVIDE POITIVE DRAINAGE IN ALL AREA THROUGHOUT THE ITE. MOOTH TRANITION HALL BE PROVIDED BETWEEN CONTOUR OR POT ELEVATION A HOWN ON THE PLAN TO ACCOMPLIH THE GRADING INTENT. ALL LOPE HALL BE TABILIZED IMMEDIATELY AFTER FINAL GRADING HA BEEN COMPLETED. CONTRACTOR HALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HA BEEN ACHIEVED.. ALL PAVING URFACE IN INTERECTION AND ADJACENT ECTION HALL BE GRADED TO DRAIN POITIVELY AND TO PROVIDE A MOOTHLY TRANITIONED DRIVING URFACE FOR VEHICLE WITH NO HARP BREAK IN GRADE, AND NO UNUUALLY TEEP OR REVERE CRO LOPE. THE TANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POITIVELY IN THE AREA OF INTERECTION. IT I THE CONTRACTOR' REPONIBILITY TO ACCOMPLIH THE ABOVE AND THE ENGINEER HALL BE CONULTED O THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATION OF THE PLAN OR GIVE UPPLEMENTARY INTRUCTION TO ACCOMPLIH THE INTENT OF THE PLAN.. UNIFORMLY MOOTH GRADE THE ITE. DEPREION FROM ETTLEMENT HALL BE FILLED AND COMPACTED. TOP OF EMBANKMENT AND BREAK IN GRADE HALL BE ROUNDED. FINIHED URFACE HALL BE REAONABLY MOOTH, COMPACTED, FREE FROM IRREGULAR URFACE CHANGE AND COMPARABLE TO THE MOOTHNE OBTAINED BY BLADE-GRADER OPERATION.. LOPE GRADE TO DRAIN AWAY FROM TRUCTURE AT A MINIMUM OF ¼-INCH PER FOOT FOR 0 FEET. FINIHED URFACE ADJACENT TO PAVED AREA AND WITHIN 0 FEET OF TRUCTURE HALL BE WITHIN INCH OF THE PROPOED GRADE. ALL OTHER AREA HALL BE WITHIN INCHE OF THE PROPOED GRADE.. NEWLY GRADED AREA HALL BE PROTECTED FROM TRAFFIC AND EROION. ALL ETTLEMENT OR WAHING AWAY THAT MAY OCCUR FROM ANY CAUE PRIOR TO EEDING OR ACCEPTANCE HALL BE REPAIRED AND GRADE RE-ETABLIHED TO THE REQUIRED ELEVATION AND LOPE AT NO ADDITIONAL COT TO THE OWNER. EXCAVATION, TRENCHING, AND FILL. THE CONTRACTOR HALL RECOGNIZE AND ABIDE BY ALL OHA EXCAVATION AFETY TANDARD, INCLUDING THE FLORIDA TRENCH AFETY ACT (F.0-.). ANY MATERIAL, CONTRUCTION METHOD, OR MATERIAL COT TO COMPLY WITH THEE LAW HALL BE INCIDENTAL TO THE CONTRACT.. FIELD DENITY TETING FREQUENCIE: A) ONE TET FOR EACH 0,000 QUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, MINIMUM TET EACH LAYER; B) ONE TET FOR EACH 00 QUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER TRUCTURE; C) ONE TET FOR EACH 00 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH; D) ONE TET PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TET PER 000 QUARE FEET OF PAVEMENT UBGRADE, MINIMUM OF TET.. IT I INTENDED THAT PREVIOULY EXCAVATED MATERIAL CONFORMING TO THE FOLLOWING REQUIREMENT BE UTILIZED WHEREVER POIBLE. A. ACCEPTABLE MATERIAL: AAHTO M CLAIFICATION A-, A-, A--, A--; ATM D8 CLAIFICATION GW, GP, GM, M, W, P; UNLE OTHERWIE DIAPPROVED WITHIN THE OIL AND UBURFACE INVETIGATION REPORT. NO MORE THAN % OF ACCEPTABLE MATERIAL HALL PA THE NUMBER 00 IEVE. B. UNACCEPTABLE MATERIAL: AAHTO M CLAIFICATION A--, A--, A-, A-, A-, A-, A-8; ATM D8 CLAIFICATION GC, C, ML, MH, CL, CH, OL, OH, PT; UNLE OTHERWIE APPROVED WITHIN THE OIL AND UBURFACE INVETIGATION REPORT.. PROVIDE BARRIER, WARNING LIGHT AND OTHER PROTECTIVE DEVICE AT ALL EXCAVATION.. IDEWALK, ROAD, TREET, AND PAVEMENT HALL NOT BE BLOCKED OR OBTRUCTED BY EXCAVATED MATERIAL, EXCEPT A AUTHORIZED BY THE ENGINEER, IN WHICH CAE ADEQUATE TEMPORARY PROVIION MUT BE MADE FOR ATIFACTORY TEMPORARY PAAGE OF PEDETRIAN, AND VEHICLE. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANT OCCUPYING ADJOINING PROPERTY. 8. FURNIH, INTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENATION, HEETING, BRACING, AND HORING UPPORT REQUIRED TO KEEP EXCAVATION WITHIN THE PROPERTY OR EAEMENT PROVIDED, TO UPPORT THE IDE OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENT OR TRUCTURE, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOID OUTIDE THE UPPORT HALL BE IMMEDIATELY FILLED AND COMPACTED. 9. HEETING, HORING, AND BRACING UED FOR THE UPPORT OF EXCAVATION OVER 0 FEET DEEP HALL BE DEIGNED BY A PROFEIONAL ENGINEER LICENED BY THE TATE OF FLORIDA. 0. ALL EXCAVATION HALL BE MADE BY OPEN CUT UNLE OTHERWIE INDICATED. LOPE IDE OF TRENCHE IN ACCORDANCE WITH OHA REQUIREMENT AND THE RECOMMENDATION CONTAINED WITHIN THE PROJECT GEOTECHNICAL REPORT.. EXCAVATE TRENCHE TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINE AND INVERT ELEVATION. OVER EXCAVATE TRENCHE A MINIMUM OF FEET WHERE EXCAVATION OCCUR WITHIN UNUITABLE OIL, AND REPLACE OVER EXCAVATED MATERIAL WITH UITABLE OIL.. EXCEPT A OTHERWIE INDICATED, EXCAVATE FOR PREURE PIPING O TOP OF PIPING I MINIMUM FEET BELOW FINIHED GRADE.. TRENCH BOTTOM AND THE BOTTOM OF ALL TRUCTURE HALL BE KEPT DRY, COMPACTED, AND TABLE TO A DEPTH TWO FEET BELOW THE BOTTOM OF THE TRENCH OR TRUCTURE.. ALL BEDDING, FILL, AND BACKFILL MATERIAL HALL BE UITABLE OIL OR FLOWABLE FILL. WHERE TRENCH OR EXCAVATION I WITHIN THE INFLUENCE AREA OF ROADWAY, TRUCTURE, FOUNDATION, OR LAB, PLACE BACKFILL IN LAYER OF 8 INCH LOOE DEPTH. IN ALL OTHER AREA, PLACE FILL AND BACKFILL IN LAYER OF INCH LOOE DEPTH.. MINIMUM DENITY REQUIREMENT (ATM D OR AAHTO T80): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAY, TRUCTURE, LAB, FOUNDATION = 98 PERCENT; BACKFILL AND FILL PLACED WITHIN PUBLIC ROAD RIGHT-OF-WAY AND UTILITY EAEMENT = 9 PERCENT; BACKFILL AND FILL PLACED WITHIN POND AND ROAD EMBANKMENT = 9 PERCENT; BACKFILL AND FILL PLACED IN ALL OTHER AREA = 90 PERCENT. RIPRAP. ALL RIPRAP CONTRUCTION HALL MEET THE REQUIREMENT OF ECTION 0 OF THE FLORIDA DEPARTMENT OF TRANPORTATION TANDARD PECIFICATION FOR ROAD AND BRIDGE CONTRUCTION, LATET EDITION. UTILITY EPARATION REQUIREMENT. THE HORIZONTAL EPARATION BETWEEN WATER MAIN AND ANITARY EWER, TORM EWER, WATEWATER FORCE MAIN, TORMWATER FORCE MAIN, RECLAIMED WATER MAIN AND ONITE EWAGE TREATMENT AND DIPOAL YTEM HALL BE IN ACCORDANCE WITH THE FOLLOWING: A. THE OUTIDE OF WATER MAIN HALL BE A MINIMUM OF THREE FEET FROM THE OUTIDE OF ANY EXITING OR PROPOED TORM EWER, TORMWATER FORCE MAIN, VACUUM TYPE ANITARY EWER AND RECLAIMED WATER MAIN. B. THE OUTIDE OF WATER MAIN HALL BE A MINIMUM OF IX FEET FROM THE OUTIDE OF ANY EXITING OR PROPOED GRAVITY ANITARY EWER AND WATEWATER FORCE MAIN. THE MINIMUM HORIZONTAL EPARATION DITANCE BETWEEN THE OUTIDE OF WATER MAIN AND THE OUTIDE OF GRAVITY ANITARY EWER CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN I AT LEAT IX INCHE ABOVE THE TOP OF THE EWER. C. THE OUTIDE OF WATER MAIN HALL BE A MINIMUM OF TEN FEET FROM ALL PART OF ANY EXITING OR PROPOED ONITE EWAGE TREATMENT AND DIPOAL YTEM UCH A EPTIC TANK, DRAINFIELD, AND GREAE TRAP. ONITE EWAGE TREATMENT AND DIPOAL YTEM DO NOT INCLUDE PACKAGE EWAGE TREATMENT FACILITIE AND PUBLIC WATEWATER TREATMENT FACILITIE.. THE VERTICAL EPARATION BETWEEN WATER MAIN AND ANITARY AND TORM EWER, WATEWATER OR TORMWATER FORCE MAIN, AND RECLAIMED WATER MAIN HALL BE IN ACCORDANCE WITH THE FOLLOWING: A. WHEREVER POIBLE, WATER MAIN HALL CRO OVER EXITING OR PROPOED GRAVITY ANITARY EWER, VACUUM TYPE ANITARY EWER, AND TORM EWER, O THE OUTIDE OF THE WATER MAIN I AT LEAT IX INCHE ABOVE THE OUTIDE OF THE EWER. WHERE IT I NOT POIBLE FOR THE WATER MAIN TO CRO OVER EXITING OR PROPOED GRAVITY ANITARY EWER, VACUUM TYPE ANITARY EWER, AND TORM EWER, THEN THE WATER MAIN CAN CRO UNDER THEE TYPE OF PIPELINE YTEM PROVIDED THE OUTIDE OF THE WATER MAIN I AT LEAT INCHE BELOW THE OUTIDE OF THE PIPELINE. AT THE CROING, THE PROPOED PIPE JOINT HALL BE ARRANGED O THAT ALL WATER MAIN JOINT ARE AT LEAT THREE FEET FROM VACUUM TYPE ANITARY EWER OR TORM EWER JOINT, AND AT LEAT IX FEET FROM GRAVITY ANITARY EWER JOINT. B. WHEREVER POIBLE, WATER MAIN HALL CRO OVER EXITING OR PROPOED RECLAIMED WATER MAIN, WATEWATER FORCE MAIN AND TORMWATER FORCE MAIN. WHETHER THE WATER MAIN CROE OVER OR UNDER THEE TYPE OF PIPELINE YTEM, THE OUTIDE OF THE WATER MAIN HALL BE AT LEAT INCHE FROM THE OUTIDE OF THE EXITING OR PROPOED RECLAIMED WATER MAIN, WATEWATER FORCE MAIN AND TORMWATER FORCE MAIN. AT THE CROING, THE PROPOED PIPE JOINT HALL BE ARRANGED O THAT ALL WATER MAIN JOINT ARE AT LEAT THREE FEET FROM RECLAIMED WATER MAIN JOINT AND TORMWATER FORCE MAIN JOINT, AND AT LEAT IX FEET FROM THE JOINT OF WATEWATER FORCE MAIN.. NO WATER MAIN HALL PA THROUGH OR COME IN CONTACT WITH ANY PART OF A ANITARY EWER MANHOLE.. NEW OR RELOCATED FIRE HYDRANT HALL BE LOCATED UCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) I AT LEAT: A. THREE FEET FROM ANY EXITING OR PROPOED TORM EWER, TORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR VACUUM TYPE ANITARY EWER. B. IX FEET FROM ANY EXITING OR PROPOED GRAVITY ANITARY EWER AND WATEWATER FORCE MAIN. C. TEN FEET FROM ANY ONITE EWAGE TREATMENT AND DIPOAL YTEM UCH A EPTIC TANK, DRAINFIELD, AND GREAE TRAP. ONITE EWAGE TREATMENT AND DIPOAL YTEM DO NOT INCLUDE PACKAGE EWAGE TREATMENT FACILITIE AND PUBLIC WATEWATER TREATMENT FACILITIE.. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONTRUCTION FEATURE TO BE CONIDERED FOR COT EVALUATION WITH NO GUARANTEE THEY WILL BE APPROVED FOR IMPLEMENTATION WHERE IT I NOT POIBLE TO MEET THE EPARATION REQUIREMENT. EXCEPTION FROM MEETING THE PIPE EPARATION REQUIREMENT, WITHOUT MITIGATION, HALL BE ALLOWED ONLY BY FDEP IF TECHNICAL OR ECONOMIC JUTIFICATION FOR EACH EXCEPTION PROVIDED BY THE ENGINEER ARE ACCEPTABLE TO FDEP AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPREED WRITTEN CONENT FROM THE ENGINEER AND APPROVAL FROM FDEP ON A CAE BY CAE BAI. ALL POIBLE MEAURE TO ACHIEVE COMPLIANCE WITH THE PIPE EPARATION REQUIREMENT HALL BE CONIDERED FIRT ALONG WITH DEIGN CHANGE TO MEET THE REQUIREMENT BEFORE THE ENGINEER UBMIT A JUTIFICATION OF AN EXCEPTION TO FDEP FOR APPROVAL. IMPLEMENTATION OF THEE MEAURE WITHOUT THE EXPREED WRITTEN CONENT OF THE ENGINEER AND APPROVAL BY FDEP COULD REULT IN THE REQUIREMENT THAT THE INTALLED UNAPPROVED MEAURE BE REMOVED AND REPLACED AT NO ADDITIONAL COT. A. WHERE A WATER MAIN I LE THAN THE REQUIRED MINIMUM HORIZONTAL DITANCE FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROE ANOTHER PIPELINE AND JOINT IN THE WATER MAIN ARE LE THAN THE MINIMUM REQUIRED DITANCE BETWEEN THE JOINT IN THE OTHER PIPELINE: ) UE OF PREURE RATED PIPE CONFORMING TO AWWA TANDARD FOR A GRAVITY OR VACUUM TYPE PIPELINE. ) UE OF WELDED, FUED, OR OTHERWIE RETRAINED JOINT FOR EITHER PIPELINE. ) UE OF WATERTIGHT CAING PIPE OR CONCRETE ENCAEMENT AT LEAT FOUR INCHE THICK FOR EITHER PIPE. B. WHERE A WATER MAIN I LE THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROE ANOTHER PIPELINE LE THAN THE REQUIRED MINIMUM EPARATION: ) UE OF PIPE OR CAING PIPE, HAVING HIGH IMPACT TRENGTH (AT LEAT EQUAL TO 0. INCH THICK DUCTILE IRON PIPE), OR CONCRETE ENCAEMENT AT LEAT FOUR INCHE THICK FOR THE WATER MAIN AND FOR THE OTHER PIPELINE IF THE OTHER PIPELINE COVEY WATEWATER OR RECLAIMED WATER. WATER AND RECLAIMED WATER DITRIBUTION YTEM. ALL WATER AND RECLAIMED MAIN PIPE HALL BE EITHER DUCTILE IRON OR PVC, UNLE OTHERWIE INDICATED ON THE DRAWING.. INTALL ALL WATER AND RECLAIMED MAIN AT A MINIMUM INCHE OF COVER.. BURIED DUCTILE IRON PIPE HALL CONFORM WITH ANI/AWWA C0/A.0 AND C/ A., AND HALL HAVE A MINIMUM WORKING PREURE OF 0 PI. BURIED PIPE HALL COMPLY WITH THE FOLLOWING PREURE CLA (PC) DEIGNATION UNLE OTHERWIE INDICATED ON THE DRAWING: A) " DIAMETER AND MALLER = PC 0; B) " THROUGH " DIAMETER = PC 0; C) 0" THROUGH " DIAMETER = PC 00.. EXPOED PIPE AND LARGER HALL BE DUCTILE IRON FLANGED AND HALL CONFORM WITH AWWA/ANI C/A., AND HALL HAVE A MINIMUM WORKING PREURE OF 0 PI. FLANGED PIPE HALL COMPLY WITH THE FOLLOWING THICKNE CLA (TC) DEIGNATION UNLE OTHERWIE INDICATED ON THE DRAWING: A) " DIAMETER = TC ; B) " THROUGH " DIAMETER = TC. DUCTILE IRON PIPE AND FITTING WITHIN 0 FEET OF GA MAIN HALL HAVE AN 8-MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANI/AWWA C0/A... PVC PIPE " - " HALL CONFORM TO AWWA C900. PIPE " - 0" HALL CONFORM TO AWWA C90. PIPE HALL CONFORM TO ATM D8, TYPE I, GRADE I, 000 PI DEIGN TRE, AND HALL BE NATIONAL ANITATION FEDERATION (NF) APPROVED. PIPE HALL BE CLA (DR8) WITH MARKING ON EACH ECTION HOWING CONFORMANCE TO THE ABOVE PECIFICATION. JOINT HALL BE RUBBER GAKETED CONFORMING TO AWWA C900 OR C90 THE BELL HALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PREURE RATING. THE BELL OF PIPE AND FITTING UING PUH-ON JOINT HALL HAVE AN INTEGRAL GROOVE TO RETAIN THE GAKET IN PLACE.. ALL FITTING HALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANI/AWWA C0/A.0 OR ANI/AWWA C/A.. ALL FULL BODY (C0/A.0) FITTING HALL BE PREURE RATED TO 0 PI, MINIMUM. ALL COMPACT FITTING (C/A.) HALL BE PREURE RATED TO 0 PI, MINIMUM. 8. ALL DUCTILE IRON PIPE AND FITTING HALL BE LINED AND COATED. INTERIOR LINING HALL BE TANDARD THICKNE CEMENT MORTAR LINING PER ANI/AWWA C0/A.. EXTERIOR COATING FOR BURIED PIPE AND FITTING HALL BE A PETROLEUM APHALTIC COATING IN ACCORDANCE WITH ANI/AWWA C0/A.0. EXTERIOR COATING OF EXPOED PIPE AND FITTING HALL BE FACTORY APPLIED RUT INHIBITING EPOXY PRIMER, MINIMUM MIL DRY FILM THICKNE. AFTER INTALLATION, EXTERIOR URFACE HALL BE PAINTED WITH TWO COAT TNEMEC ERIE TNEME-GLO, GLIDDEN LIFE MATER PRO HIGH PERFORMANCE ACRYLIC NO. 900 ERIE, OR EQUAL, AT MINIMUM MIL DRY FILM THICKNE PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENT. 9. MECHANICAL AND PUH ON JOINT FOR DUCTILE IRON PIPE AND FITTING HALL BE RUBBER GAKETED, CONFORMING TO ANI/AWWA C/A.. LUBRICANT OTHER THAN THAT FURNIHED BY THE PIPE MANUFACTURER WITH THE PIPE HALL NOT BE UED. 0. RETRAINED JOINT FOR DUCTILE IRON PIPE BELL JOINT HALL BE AMERICAN FAT GRIP GAKET, TYLER UNION FIELD LOK GAKET, OR EBAA IRON MEGA LUG ERIE 00. RETRAINED JOINT FOR DUCTILE IRON PIPE AND FITTING MECHANICAL JOINT HALL BE EBAA IRON MEGA LUG ERIE 00, TAR GRIP ERIE 000, OR TYLER UNION TUF-GRIP ERIE TLD. RETRAINED JOINT FOR PVC PIPE MECHANICAL JOINT HALL BE TYLER UNION FIELD LOK GAKET, JCM UR-GRIP BELL RETRAINER, UNI-FLANGE BELL RETRAINER, OR EBAA IRON MEGA LUG ERIE 000. RETRAINED JOINT FOR PVC PIPE PUH ON JOINT HALL BE EBAA IRON MEGA LUG ERIE 00 (C900 PVC), ERIE 800 (C90 PVC), FORD UNI-FLANGE ERIE 90, OR MITH-BLAIR BELL-LOK ERIE. PIPE JOINT HALL BE RETRAINED UPTREAM AND DOWNTREAM OF FITTING IN ACCORDANCE WITH THE MANUFACTURER' REQUIREMENT OR THE TABLE HOWN IN THE DRAWING, WHICHEVER I GREATER.. POLYETHYLENE PIPE AND TUBING UED FOR ERVICE LINE ½- INCH DIAMETER HALL BE POLYETHYLENE IN ACCORDANCE WITH AWWA C90, TANDARD CODE DEIGNATION PE 0, DR 9 (OUTIDE DIAMETER BAED DIMENION RATIO), 0 PI. PIPE HALL BE COLOR CODED BLUE (POTABLE WATER) OR PURPLE (RECLAIMED WATER). PIPE AND FITTING HALL BE NF APPROVED FOR THE UAGE TO WHICH THEY ARE TO BE APPLIED. JOINT IN DR-PR PE PIPE HALL BE BUTT HEAT FUION OR OCKET HEAT FUION TYPE. FITTING HALL BE MANUFACTURED OF THE AME MATERIAL A THE PIPE AND HALL BE OF THE AME DR OR LE. PROVIDE ADAPTER A REQUIRED TO JOIN PE PIPE TO PIPE, FITTING AND EQUIPMENT OF OTHER MATERIAL.. ERVICE ADDLE HALL CONIT OF EPOXY COATED DUCTILE IRON BODIE IN ACCORDANCE WITH ATM A, WITH DOUBLE TAINLE TEEL TRAP, BOLT, WAHER AND NUT. TAINLE TEEL HALL BE TYPE 0, AND NUT ARE TO BE TEFLON COATED. THE DUCTILE IRON BODY I TO BE FUION BONDED NYLON COATED, MINIMUM THICKNE MIL, OUTLET OF ADDLE I TO HAVE NPT THREAD. ERVICE ADDLE HALL BE MANUFACTURED BY FORD, MUELLER, OR MITH-BLAIR.. ALL ERVICE HALL INCLUDE THE FOLLOWING: CURB TOP, UNION A REQUIRED, CORPORATION TOP. CONFORMANCE WITH AWWA C800 AND C90 I REQUIRED. THE CONTRACTOR HALL CUT "W" IN THE TOP CURB OF EACH WATER ERVICE AND A "V" AT ALL VALVE LOCATION. CUT W' AND V' HALL BE HIGHLIGHTED WITH BLUE PAINT.. UNLE OTHERWIE NOTED IN THE PLAN, THE UTILITY COMPANY HALL PROVIDE AND INTALL WATER METER AND RECLAIMED WATER METER. CONTRACTOR HALL CONTRUCT WATER ERVICE AND RECLAIMED WATER ERVICE TO THE CORPORATION TOP.. UNLE OTHERWIE INDICATED OR PECIFIED, ALL VALVE TWO INCHE AND MALLER HALL BE ALL BRA OR BRONZE; VALVE OVER TWO INCHE HALL BE IRON BODY, FULLY BRONZE OR BRONZE MOUNTED.. VALVE INCHE AND LARGER HALL BE LINED AND COATED. BURIED AND EXPOED VALVE HALL BE COATED INIDE AND OUT WITH A RUT INHIBITING EPOXY PRIMER, FOLLOWED BY AN EPOXY COATING MEETING THE REQUIREMENT OF AWWA C0, APPLIED AT THE FACTORY. AFTER INTALLATION, EXTERIOR URFACE HALL BE PAINTED WITH TWO COAT TNEMEC ERIE TNEME-GLO, GLIDDEN LIFE MATER PRO HIGH PERFORMANCE ACRYLIC NO. 900 ERIE, OR EQUAL, AT MIL MINIMUM DRY FILM THICKNE PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENT.. ALL VALVE " AND MALLER HALL BE GATE VALVE UNLE OTHERWIE INDICATED ON THE DRAWING. GATE VALVE INCHE TO INCHE HALL CONFORM TO AWWA C09 OR AWWA C. THE VALVE HALL BE IRON BODY, CAT IRON FULLY ENCAPULATED MOLDED RUBBER WEDGE COMPLYING WITH ATM D000, NON-RIING TEM WITH O-RING EAL. VALVE HALL OPEN COUNTERCLOCKWIE. 8. TAPPING LEEVE FOR IZE ON IZE TAP FOR PVC PIPE HALL BE 8-8 TYPE 0 BODY, FLANGE, AND BOLT, WITH FLANGE TO ACCEPT TANDARD TAPPING VALVE AND HALL BE FORD ERIE FT, MUELLER ERIE H-0 /, OR MITH-BLAIR ERIE. TAPPING LEEVE (DI/CI MJ TYPE) HALL BE AMERICAN FLOW CONTROL ERIE 800, CLOW ERIE F-0, MUELLER ERIE H-, H-, H-9, OR U.. PIPE ERIE T-9. TAPPING VALVE HALL BE REILIENT EATED AND HALL CONFORM TO THE REQUIREMENT OF AWWA C09. TAPPING VALVE HALL BE AMERICAN FLOW CONTROL ERIE 00, CLOW ERIE F-00, MUELLER ERIE A0, OR U.. PIPE METROEAL VALVE " AND LARGER HALL BE BUTTERFLY VALVE. BUTTERFLY VALVE HALL MEET OR EXCEED THE DEIGN TRENGTH, TETING AND PERFORMANCE REQUIREMENT OF AWWA C0, CLA 0. VALVE BODY HALL BE MECHANICAL JOINT END TYPE VALVE CONTRUCTED OF CAT IRON OR DUCTILE IRON. DIC HALL BE ONE PIECE CAT DEIGN WITH NO EXTERNAL RIB TRANVERE TO FLOW. DIC HALL BE CAT IRON OR DUCTILE IRON. THE REILIENT EAT HALL MATE WITH A 0 OR TAINLE TEEL URFACE. 0. VALVE EAT HALL BE MECHANICALLY RETAINED, AND MAY BE INTALLED ON EITHER THE BODY OR DIC. O-RING EAT ON VALVE DIC ARE UNACCEPTABLE. EAT FOR VALVE " DIAMETER AND LARGER HALL BE FULLY FIELD REPLACEABLE WITHOUT THE UE OF PECIAL TOOL. OPERATOR OF THE ENCLOED TRAVELING-NUT TYPE HALL BE PROVIDED UNLE OTHERWIE INDICATED.. ALL BURIED VALVE HALL BE PROVIDED WITH ADJUTABLE VALVE BOXE APPROXIMATELY INCHE IN DIAMETER WITH A MINIMUM THICKNE OF / INCH CAT IRON. BOXE HALL BE OF UFFICIENT LENGTH TO OPERATE ALL VALVE BURIED IN THE GROUND, CONITING OF BAE, CENTER ECTION, AND TOP ECTION WITH COVER. VALVE BOXE LOCATED IN UNPAVED AREA HALL BE LIP TYPE DEIGN TO PERMIT MOVEMENT OF THE TOP ECTION WITHOUT TRANMITTING FORCE ONTO THE VALVE BODY. VALVE BOXE CAT INTO CONCRETE OR APHALT URFACING HALL HAVE BRA COVER. ALL VALVE BOX COVER HALL BE INTERNALLY CHAINED TO VALVE BOXE WITH AN APPROXIMATELY 8 INCH GALVANIZED CHAIN. VALVE BOX COVER HALL BE CAT WITH THE INCRIPTION "WATER" OR RECLAIMED WATER.. PVC PIPE HALL BE COLOR CODED BLUE (WATER MAIN) OR PURPLE (RECLAIMED WATER MAIN), TENCILED "WATER LINE" OR RECLAIMED WATER LINE, A APPLICABLE, (" LETTERING ON TWO IDE OF THE PIPE IN AT LEAT THREE AREA PER PIPE ECTION).. INTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNE MIL, WIDTH INCHE, LETTER IZE INCH. APPLY TAPE TO URFACE OF PIPE, CONTINUOULY EXTENDING FROM JOINT TO JOINT. TAPE COLOR AND LETTERING HALL BE BLACK PRINTING ON BLUE BACKGROUND (WATER MAIN), BLACK PRINTING ON PURPLE BACKGROUND (RECLAIMED WATER MAIN). PLACE TAPE A FOLLOW: " - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 0" - 8" PIPE - PLACE ALONG BOTH IDE OF THE TOP HALF OF PIPE; 0" PIPE AND LARGER - PLACE ON BOTH IDE OF TOP HALF OF PIPE WITH A THIRD TRIP CENTERED ALONG TOP HALF OF PIPE.. INTALL WARNING TAPE ALONG ALL PIPELINE, PLACED FEET ABOVE PIPE. TAPE HALL BE -INCH WIDE VINYL CONTINUOU TAPE. TAPE HALL BE COLORED BLUE (WATER MAIN) OR PURPLE (RECLAIMED WATER MAIN) WITH BLACK LETTERING, CODED AND WORDED CAUTION: WATER MAIN BURIED BELOW, OR CAUTION: RECLAIMED WATER MAIN BURIED BELOW, A APPLICABLE.. INTALL LOCATING WIRE ALONG ALL PVC PIPELINE. WIRE HALL BE COLOR-CODED 0 GAUGE CONTINUOU INULATED WIRE. COLOR CODING HALL BE IMILAR TO WARNING TAPE COLOR. INTALL LOCATOR WIRE ALONG ALL PREURIZED PIPELINE " AND LARGER. LOOP WIRE INTO ALL VALVE BOXE. LOOPING TO OCCUR EVERY 00 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXE TO ALLOW LOOPING, PROVIDE ACCE BOXE PER CITY REQUIREMENT. CHECK WIRE FOR ELECTRICAL CONTINUITY.. ALL CHANGE IN DIRECTION HALL BE MADE WITH FITTING OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER AND POLYETHYLENE, I PROHIBITED. JOINT DEFLECTION HALL NOT EXCEED % OF THE MANUFACTURER' RECOMMENDED MAXIMUM DEFLECTION.. TET PROCEDURE HALL BE APPROVED BY THE ENGINEER. ALL TET HALL BE MADE IN THE PREENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIE AT LEAT HOUR BEFORE ANY WORK I TO BE INPECTED OR TETED. 8. PROVIDE ALL EQUIPMENT FOR TETING. INCREMENT ON GAGE UED FOR LOW PREURE AIR TETING HALL BE OF CALED TO THE NEARET 0. PI. GAGE, PUMP, AND HOE HALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAK. 9. ALL ERVICE LINE HALL BE COMPLETED PRIOR TO TETING, AND ARE UBJECT TO THE AME TETING REQUIREMENT A THE MAIN LINE. 0. THE EQUENCE OF TETING AND DIINFECTION HALL BE A FOLLOW: ) CONDUCT PREURE AND LEAKAGE TETING; ) PERFORM FLUHING PER UTILITY REQUIREMENT AND AWWA C; ) DIINFECT THE WATER MAIN, INCLUDING VALVE AND FITTING; AND ) FLUH AFTER DIINFECTION.. APPLY HYDROTATIC TET PREURE OF 0 PI (WATER MAIN), 00 PI (FIRE MAIN), OR 00 PI (RECLAIMED WATER MAIN) FOR 0 MINUTE AND FOR UCH ADDITIONAL PERIOD NECEARY FOR THE ENGINEER TO COMPLETE THE INPECTION OF THE LINE UNDER TET. DO NOT EXCEED PIPE MANUFACTURER' UGGETED TIME DURATION AT THE TET PREURE. IF DEFECT ARE NOTED, REPAIR HALL BE MADE AND THE TET REPEATED UNTIL ALL PART OF THE LINE WITHTAND THE TET PREURE.. APPLY LEAKAGE TET PREURE OF 0 PI (WATER MAIN), 00 PI (FIRE MAIN) OR 00 PI (RECLAIMED WATER MAIN). MAINTAIN PREURE AT A MAXIMUM VARIATION OF % DURING THE ENTIRE LEAKAGE TET. THE DURATION OF THE LEAKAGE TET HALL BE TWO HOUR MINIMUM, AND FOR UCH ADDITIONAL TIME NECEARY FOR THE ENGINEER TO COMPLETE INPECTION OF THE ECTION OF LINE UNDER TET. LEAKAGE MEAUREMENT HALL NOT BE TARTED UNTIL A CONTANT TET PREURE HA BEEN ETABLIHED. THE LINE LEAKAGE HALL BE MEAURED BY MEAN OF A WATER METER INTALLED ON THE UPPLY IDE OF THE PREURE PUMP.. NO LEAKAGE I ALLOWED IN EXPOED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINT OR BURIED NON-POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINE.. TETED ECTION OF BURIED PIPING WITH LIP-TYPE OR MECHANICAL JOINT WILL NOT BE ACCEPTED IF IT HA A LEAKAGE RATE IN EXCE OF THAT RATE DETERMINED BY THE FORMULA L = DP/8000 WHERE L = MAXIMUM PERMIIBLE LEAKAGE RATE, IN GALLON PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TETED; = LENGTH OF LINE TETED (IN FEET); D = NOMINAL INTERNAL DIAMETER (IN INCHE) OF THE PIPE; AND P = THE QUARE ROOT OF THE ACTUAL PREURE IN PIG ON ALL JOINT IN THE TETED PORTION OF THE LINE. THI ACTUAL PREURE HALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TETED PIPE JOINT AND THE ELEVATION OF THE PREURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TET PREURE.. ALL APPARENT LEAK DICOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER HALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLE OF THE TOTAL LINE LEAKAGE RATE.. PRIOR TO DIINFECTION, CONDUCT FULL DIAMETER FLUHING OF PIPELINE IN ECTION IN ORDER TO REMOVE ANY OLID OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME LODGED IN THE PIPE.. OBTAIN A MINIMUM FLUHING VELOCITY OF. FEET PER ECOND PER AWWA C. 8. ALL TAP REQUIRED FOR FLUHING AND THE TEMPORARY OR PERMANENT RELEAE OF AIR A NEEDED FOR FLUHING HALL BE PROVIDED BY THE CONTRACTOR. 9. DIINFECT ALL POTABLE WATER LINE, FIRE LINE, VALVE, FITTING, HYDRANT. EXCEPT WHERE DICHARGE I TO A ANITARY EWER YTEM OF TORM EWER PIPELINE COLLECTION YTEM, THE CHLORINATED WATER MUT BE DE-CHLORINATED PRIOR TO DICHARGING. 0. ALL DIINFECTION WORK HALL BE ACCEPTABLE TO THE TATE HEALTH AUTHORITY. IF ANY REQUIREMENT OF THI ECTION ARE IN CONFLICT WITH REQUIREMENT OF THE AUTHORITY FOR DIINFECTION, THOE OF THE AUTHORITY HALL GOVERN. THE WATER MAIN DIINFECTION AND BACTERIOLOGICAL AMPLING AND METHOD OF DIINFECTION FOR ALL WATER CONTAINMENT DEVICE AND PIPING YTEM HALL CONFORM TO AWWA C. PAVING, IDEWALK, AND CURBING. MATERIAL AND CONTRUCTION METHOD FOR THE ROADWAY AND PAVING CONTRUCTION HALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANPORTATION TANDARD PECIFICATION FOR ROAD AND BRIDGE CONTRUCTION, LATET EDITION.. ROADWAY PAVING, BAE, AND UBGRADE THICKNEE HALL BE IN ACCORDANCE WITH DETAIL ON THEE DRAWING. MATERIAL TABILITY AND DENITY REQUIREMENT ARE A FOLLOW: A. TYPE P TRUCTURAL COURE (P-.) B. LIMEROCK BAE: MINIMUM LBR OF 00, PLACED IN " MAXIMUM LIFT, COMPACTED TO A MINIMUM DENITY OF 98% OF THE MODIFIED PROCTOR DRY DENITY (AAHTO T-80). CONTRACTOR MAY UBTITUTE APHALT BAE COURE TYPE (MIN. TABILITY OF 000 LB) AT NO ADDITIONAL COT, PROVIDED TRUCTURAL NUMBER EQUAL OR EXCEED THAT OF THE PECIFIED LIMEROCK BAE. C. UBGRADE: TABILIZE TO A MIN. LBR OF 0, COMPACT TO A MINIMUM DENITY OF 98% OF THE MODIFIED PROCTOR DRY DENITY (AATHO T-80). CONTRACTOR MAY UBTITUTE LIMEROCK UBGRADE (MIN. LBR OF 00) OR CONTROLLED LOW TRENGTH MATERIAL ( FLOWABLE FILL ), F'c (8 DAY) = 00- PI AT NO ADDITIONAL COT, PROVIDED THE TRUCTURAL NUMBER EQUAL OR EXCEED THAT OF THE PECIFIED UBGRADE.. IDEWALK ARE TO BE CONTRUCTED IN THE AREA A HOWN ON THE CONTRUCTION PLAN. THE IDEWALK HALL BE CONTRUCTED OF " OF CONCRETE WITH A 8-DAY COMPREION TRENGTH OF 000 PI. JOINT HALL BE EITHER TOOLED OR AW CUT AT A DITANCE OF 0'. HANDICAPPED RAMP HALL BE PROVIDED AT ALL INTERECTION AND HALL BE IN ACCORDANCE WITH THE FLORIDA ACCEIBILITY CODE FOR BUILDING CONTRUCTION, LATET EDITION.. CURBING HALL BE CONTRUCTED WHERE NOTED ON THE CONTRUCTION PLAN. CONCRETE FOR CURB HALL BE FDOT CLA "" CONCRETE WITH A 8-DAY COMPREION TRENGTH OF 000 PI. ALL CURB HALL HAVE AW CUT CONTRACTION JOINT AND HALL BE CONTRUCTED AT INTERVAL NOT TO EXCEED 0'-0" ON CENTER. CONTRUCTION OF CURB HALL BE IN CONFORMANCE WITH FDOT TANDARD PECIFICATION FOR ROAD AND BRIDGE CONTRUCTION (LATET EDITION) ECTION 0 AND DETAIL PROVIDED ON THE CONTRUCTION PLAN.. FIELD COMPACTION DENITY, TABILITY, AND THICKNE TETING FREQUENCIE OF UB-BAE, BAE, AND APHALT HALL BE TETED ONCE EVERY 00 LINEAR FEET OF PAVING PER -FT WIDE TRIP, TAGGERED LEFT, CENTER AND RIGHT OF CENTERLINE. WHERE LE THAN 00 LINEAR FEET OF UB-BAE, BAE, AND APHALT I PLACED IN ONE DAY, PROVIDE MIN. OF ONE TET FOR EACH PER DAY' CONTRUCTION AT A LOCATION DEIGNATED BY THE ENGINEER. APHALT EXTRACTION GRADATION HALL BE TETED FROM GRAB AMPLE COLLECTED ONCE EVERY 800 QUARE YARD OF APHALT DELIVERED TO THE ITE (OR A MINIMUM OF ONCE PER DAY). PAVING TIMING REQUIREMENT. INTALL UBGRADE AND BAE COURE MATERIAL WITHIN 8 HOUR OF THE REMOVAL/OPEN CUTTING OF EXITING PAVEMENT CONITING OF TREET, DRIVEWAY, OR IDEWALK. INTALL FINAL URFACE COURE WITHIN DAY AFTER REMOVAL OF EXITING PAVEMENT.. AREA TO RECEIVE APHALT HALL RECEIVE EROION CONTROL MEAURE NO LATER THAN 8 HOUR AFTER ACCEPTANCE OF BAE COURE. TEMPORARY EROION CONTROL CONIT OF PLACEMENT OF A BITUMINOU PRIME COAT AND ANDING THE URFACE. PERMANENT EROION CONTROL CONIT OF PLACEMENT OF THE TRUCTURAL COURE.. AREA TO RECEIVE CONCRETE PAVING HALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARE AGGREGATE MATERIAL OR HALL BE PAVED WITHIN 8 HOUR OF ACCEPTANCE OF THE UBGRADE. IGN AND PAVEMENT MARKING. ALL IGN AND PAVEMENT MARKING HALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE AND THE LATET IMPLEMENTED EDITION OF FDOT ROADWAY AND TRAFFIC DEIGN TANDARD. TANDARD INDEX NO. 00, 80, 8, 8, 8, 8, 0,,, 9, AND APPLY. GENERALLY, ALL MARKING HALL CONFORM TO THE FOLLOWING: " EDGE LINE, " LANE LINE, " INGLE CENTERLINE, AND " DOUBLE LINE PATTERN, UNLE OTHERWIE NOTED ON THE PLAN.. ALL PAVEMENT MARKING HALL BE THERMOPLATIC WITH RAIED PAVEMENT MARKER (TYPE 9 - " x "). RAIED PAVEMENT MARKER ARE TO BE INTALLED IN ACCORDANCE WITH THEE PLAN AND FDOT INDEX NO... PARKING TALL PAVEMENT MARKING HALL BE PAINTED. PAINT HALL MEET THE REQUIREMENT OF FDOT PECIFICATION ECTION 9, NON-REFLECTIVE WHITE TRAFFIC PAINT.. ALL ROADWAY TRAFFIC IGN HALL BE MANUFACTURED UING HIGH INTENITY RETROREFLECTIVE MATERIAL. THE BACK OF ALL FINIHED PANEL HALL BE TENCILED WITH THE DATE OF FABRICATION, THE FABRICATOR' INITIAL, AND THE NAME OF THE HEETING IN THREE-INCH LETTER.. INTERNAL ITE TRAFFIC IGN ARE NOT REQUIRED TO BE RETROREFLECTIVE.. THE CONTRACTOR HALL VERIFY THE REQUIRED LENGTH OF THE IGN COLUMN UPPORT IN THE FIELD PRIOR TO FABRICATION.. ALL PAVEMENT MARKING REQUIRE LAYOUT APPROVAL IN THE FIELD BY THE ENGINEER PRIOR TO INTALLATION. 8. PRIOR TO FINAL PAVEMENT MARKING INTALLATION, A TWO WEEK CURE TIME OF THE APHALT I REQUIRED. FGUA GENERAL NOTE. ALL CONTRUCTION HALL MEET LEE COUNTY TANDARD AND PECIFICATION A APPLICABLE.. AN FGUA REPREENTATIVE I TO BE PREENT DURING CONNECTION TO EXITING FACILITIE WITH HOUR NOTIFICATION.. ALL UTILITIE WITHIN THE PROPERTY LINE WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNER.. ANY UTILITIE (PIPE, VALVE, AND AOCIATED HARDWARE) TO BE CONVEYED TO FGUA WILL BE LOCATED WITHIN AN EXITING PUBLIC UTILITY EAEMENT, RIGHT-OF-WAY (ROW) AND/OR A DEDICATED FGUA UTILITY EAEMENT. ANY REAL PROPERTY (LIFT TATION, PUMP HOUE, WELL, ETC.) WILL NOT BE LOCATED WITHIN THE ROW AND WILL BE CONVEYED TO FGUA VIA A PECIFIC WARRANTY DEED.. LOW PREURE AIR TET, AND VIDEO INPECTION ARE REQUIRED FOR THE GRAVITY COLLECTION YTEM) - WATER YTEM ARE TETED TO A MINIMUM OF 0PI FOR TWO-HOUR DURATION A PER AWWA C 00 TANDARD. FIRE YTEM ARE NOT THE FGUA REPONIBILITY.. INTALL 0 GAUGE TRACER WIRE ON ALL MAIN PIPELINE. WIRE TO EXTEND INTO EACH VALVE BOX WITH UFFICIENT EXCE TO BRING WIRE THREE FEET ABOVE FINIH GRADE. 8. ALL WATER AND/OR WATEWATER LINE PAING UNDER PAVED AREA WILL BE CONTRUCTED WITH A CAING AND HALL APPLY WITH LOCAL OR TATE DOT TANDARD. 9. A REDUCED PREURE ZONE (RPZ), BACKFLOW PREVENTION AEMBLY (BFP) I REQUIRED. ACCEPTABLE MODEL FEBCO 8Y, WATT 909, WILKIN 9XL, OR CONBRACO FULL CIRCLE TAINLE TEEL TAPPING ADDLE LEEVE WITH REILIENT EATED TAPPING VALVE FOR PROPOED WATER AND FORCE MAIN CONNECTION TO BE UED.. WATER TAPPING ADDLE TO BE DOUBLE TRAP BRA OR DUCTILE IRON OR EPOXY COATED TEEL WITH TAINLE TEEL HARDWARE. TIE TRAP AND BOLT HALL BE CORROION REITANT ALLOY TEEL.. ALL FIRE FLOW LINE WILL RUN EPARATE FROM THE DOMETIC WATER MAIN AND HAVE A FIRE DETECTION METER AND A FIRE LINE BACKFLOW PREVENTION AEMBLY (BFP) AEMBLY HALL INCLUDE A LOW FLOW BY-PA METER W/ RPZ. MANHOLE FRAME & COVER, AND CO CAP ARE TO BE WATER TIGHT, IF NEEDED EXITING MANHOLE TOP ARE TO BE ADJUTED TO PROPOED GRADE.. INFLOW PROTECTION DIHE ARE REQUIRED FOR ALL MANHOLE; TAINLE TEEL IN PAVED AREA, AB IN UNPAVED AREA.. A CLEANOUT HALL BE PROVIDED AT THE ROW/PL FOR ALL ERVICE CONNECTION. THE FGUA HALL OWN AND MAINTAIN ALL WATER ERVICE LINE UP TO THE POINT OF CONNECTION. AII WATER MAIN HALL BE A MINIMUM OF FOUR INCHE ( ) IN DIAMETER AND ALL UCH WATER MAIN HALL BE CONTRUCTED IN DEDICATED RIGHT-OF-WAY OR APPROPRIATE UTILITY EAEMENT DEDICATED TO THE FGUA.. ALL EWER FORCE MAIN LINE AND GRAVITY ERVICE LINE ACCEPTED MUT BE AT LEAT FOUR INCHE (") IN DIAMETER AND EIGHT INCHE (8 ), REPECTIVELY, EXCEPT LATERAL EWER ERVICE LINE WHICH HALL BE NO LE THAN IX INCHE (") IN DIAMETER AND ACCEPTED BY THE FGUA TO A CLEANOUT LOCATED ON THE EDGE OF THE RIGHT-OF-WAY OR AN EAEMENT. 8. A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE WILL BE INTALLED ON FORCE MAIN LOCATED IN PUE OR R/W AT THE PROPERTY LINE DICHARGING FROM PRIVATELY OWNED LIFT TATION CONNECTING INTO THE UTILITY MAIN 9. CONNECTION TO EXITING MANHOLE AND/OR LIFT TATION HALL BE BY CORE BORE WITH KOR-N-EAL CONNECTOR. 0. ALL CONNECTION WILL BE MADE A HOT TAP. ANY EXCEPTION TO THI WILL REQUIRE FGUA APPROVAL. ALL HOT TAP CONNECTION HALL BE PERFORMED BY A LICENED, UNDERGROUND CONTRACTOR, WITH ADVANCE NOTIFICATION ( HOUR) TO THE FGUA INPECTOR. BACKFLOW PREVENTION DEVICE HALL BE PRIVATELY OWNED AND MAINTAINED. BFPD HOULD BE LOCATED OUTIDE OF ANY FGUA EAEMENT OR ROW/PUBLIC EAEMENT. IT I THE OLE REPONIBILITY OF THE PROPERTY OWNER TO MAINTAIN THE DEVICE AND PROVIDE ANNUAL TETING CERTIFICATION TO THE FGU U:\rreid\K0\K0-CUP&DET.dwg Mar 0, 0 - :pm rreid Date No. K0 0// " = 0' 0 FL. P.E. NO. 0 Altamont Ave. Ft. Myers, FL 90 Ph: Eng. C.O.A. No. urvey L.B. No. Arch. Lic. No. AA009 Lndscp. Lic. No. LC BAYHORE ROAD, NORTH FORT MYER, FL 9 Mar 0, 0 GENERAL NOTE

3 FM FM FM N. GENERAL CONTRACTOR I TO COORDINATE WITH APPROPRIATE UTILITY COMPANIE PRIOR TO CONTRUCTION, ADJUTMENT OR RELOCATION OF EXITING UTILITIE A DEIGNATED ON PLAN.. THE CONTRACTOR HALL NOTIFY THE UTILITY AUTHORITY INPECTOR HOUR BEFORE CONNECTING TO ANY EXITING LINE.. DRAWING DO NOT PURPORT TO HOW ALL EXITING UTILITIE. EXITING UTILITIE HALL BE VERIFIED BY THE CONTRACTOR PRIOR TO NEW UTILITY LINE BEING INTALLED.. THE CONTRACTOR I PECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXITING UTILITIE A HOWN ON THEE PLAN I BAED ON RECORD OF THE VARIOU UTILITY COMPANIE AND, WHERE POIBLE, MEAUREMENT TAKEN IN THE FIELD. THE INFORMATION I NOT TO BE RELIED ON A BEING EXACT OR COMPLETE. THE CONTRACTOR MUT CALL THE APPROPRIATE UTILITY COMPANY AT LEAT HOUR BEFORE ANY EXCAVATION TO REQUET EXACT FIELD LOCATION OF UTILITIE. IT HALL BE THE REPONIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXITING UTILITIE WHICH CONFLICT WITH THE PROPOED IMPROVEMENT HOWN ON THE PLAN.. CONTRACTOR I REPONIBLE FOR REPAIR OF DAMAGE TO ANY EXITING UTILITY DURING CONTRUCTION AT NO COT TO THE OWNER.. THE TOP ELEVATION OF MANHOLE CONTRUCTED IN PAVED AREA HALL MATCH FINIHED GRADE. THE TOP ELEVATION OF MANHOLE CONTRUCTED IN GRAED AREA HALL BE " ABOVE FINIHED GRADE (UNLE NOTED OTHERWIE).. ALL MANHOLE CONTRUCTED WITHIN PAVED AREA HALL BE INTALLED WITH TRAFFIC BEARING RING AND COVER. 8. ALL CLEAN-OUT WITHIN THE PAVEMENT AREA HALL BE INTALLED WITH TRAFFIC BEARING PART A APPLICABLE. 9. CONTRACTOR HALL GROUT AROUND ALL PIPE ENTRANCE TO ANITARY EWER MANHOLE WITH NON-HRINKING GROUT TO AURE CONNECTION I WATER TIGHT. 0. ALL CONCRETE FOR ENCAEMENT HALL HAVE A MINIMUM COMPREIVE TRENGTH OF 000 P..I. AT 8 DAY.. ALL WATER, FORCE MAIN AND ANITARY EWER LINE HALL HAVE A MINIMUM OF ' OF COVER.. CONTRACTOR HALL COORDINATE INPECTION ON ALL UTILITIE, WITH APPROPRIATE AUTHORITIE PRIOR TO COVERING TRENCHE DURING INTALLATION.. CONTRUCTION HALL COMPLY WITH ALL GOVERNING CODE AND REQUIREMENT.. THE CONTRACTOR HALL CONDUCT ALL REQUIRED TET TO THE ATIFACTION OF THE REPECTIVE UTILITY COMPANIE AND THE OWNER' INPECTING AUTHORITIE.. ALL NECEARY INPECTION AND/OR CERTIFICATION REQUIRED BY CODE AND/OR UTILITY ERVICE COMPANIE HALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POEION AND THE FINAL CONNECTION OF ERVICE.. CONTRACTOR HALL COMPLY TO THE FULLET EXTENT WITH THE LATET TANDARD OF OHA DIRECTIVE OR ANY OTHER AGENCY HAVING JURIDICTION FOR EXCAVATION AND TRENCHING PROCEDURE. THE CONTRACTOR HALL UE UPPORT YTEM, LOPING, BENCHING AND OTHER MEAN OF PROTECTION. THI TO INCLUDE BUT NOT BE LIMITED, FOR ACCE AND EGRE FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR I REPONIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OHA.. THE CONTRACTOR HALL RECOGNIZE AND ABIDE BY ALL OHA EXCAVATION AFETY TANDARD, INCLUDING THE FLORIDA TRENCH AFETY ACT (90-9, LAW OF FLORIDA). ANY MATERIAL, CONTRUCTION METHOD, OR MATERIAL COT TO COMPLY WITH THEE LAW HALL BE INCIDENTAL TO THE CONTRACT. 8. ALL FILL MATERIAL I TO BE IN PLACE AND COMPACTED BEFORE INTALLATION OF PROPOED UTILITIE. 9. CONTRACTOR MUT TOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE I ENCOUNTERED DURING EXCAVATION. 0. THE MINIMUM HORIZONTAL EPARATION BETWEEN THE CLOET TWO POINT OF THE WATER AND EWER LINE I TEN (0) FEET, OR MINIMUM VERTICAL EPARATION BETWEEN THE CLOET TWO POINT OF THE WATER OVER EWER LINE I (8) INCHE.. CHAPTER.8 OF THE FLORIDA TATUTE REQUIRE THAT AN EXCAVATOR NOTIFY ALL GA UTILITIE A MINIMUM OF TWO () WORKING DAY PRIOR TO EXCAVATING.. THE CONTRACTOR HALL NOTIFY THE APPROPRIATE UTILITY PROVIDER 8 HOUR PRIOR TO ANY UTILITIE CONTRUCTION. FM W PROPOED " PVC (DR-) ANITARY EWER PROPOED FORCEMAIN PROPOED WATER ERVICE " = 0' 0// FL. P.E. NO. 0 K0 Mar 0, 0 0 No. Date Altamont Ave. Ft. Myers, FL 90 Ph: Eng. C.O.A. No. urvey L.B. No. Arch. Lic. No. AA009 Lndscp. Lic. No. LC U:\rreid\K0\K0-CUP&DET.dwg Mar 0, 0 - :pm rreid ANITARY EWER MODIFICATION PLAN 99 BAYHORE ROAD, NORTH FORT MYER, FL 9

4 99 BAYHORE ROAD, NORTH FORT MYER, FL 9 UTILITY DETAIL HEET U:\rreid\K0\K0-CUP&DET.dwg Mar 0, 0 - :00pm rreid 0// 0 K0 " = 0' No. Date Revision By Mar 0, 0 FL. P.E. NO. 0 M/E/P Florida Puerto Rico Connecticut Maryland Altamont Ave. Ft. Myers, FL 90 Ph: Eng. C.O.A. No. urvey L.B. No. Arch. Lic. No. AA009 Lndscp. Lic. No. LC000098

5 " = 0' 0// K0 0 No. Date FL. P.E. NO. 0 Mar 0, 0 U:\rreid\K0\K0-CUP&DET.dwg Mar 0, 0 - :00pm rreid Altamont Ave. Ft. Myers, FL 90 Ph: Eng. C.O.A. No. urvey L.B. No. Arch. Lic. No. AA009 Lndscp. Lic. No. LC LIFT TATION DETAIL 99 BAYHORE ROAD, NORTH FORT MYER, FL 9