|
FINISHED GRADE � SEE EXHIBIT C 3
<br />10' MIN 10' MIN - PROPOSED UTILITY
<br />FULL LENGTH OF SEE MIN VERTICAL
<br />PIPE GENTEREp F,1... SEPARATION REQUIREMENTS
<br />AT CROSSING
<br />EXISTING UTiL€TY
<br />PIPE
<br />OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE)
<br />SAND CUSHION - FINISHED GR DE
<br />COVER PER TRENCH F:'.i� 6" MIN 11.25° ELB (TYP)
<br />DETAIL (TYP) SEE NOTE
<br />SEE EXHIBIT 0-3 - -----.
<br />6, MI PROPOSED UTILITY
<br />(MiN,TYP}� CONCRETE FULL ENCASEMENT
<br />MIN 3 10'-d MIN
<br />EXISTING UTILITY �• _ PIPE
<br />P
<br />NOTE•
<br />WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PiPE AS SPECIFIED
<br />INSTEAD OF USING FITTINGS,
<br />ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE)
<br />MINIMUM
<br />VERTICAL SEPARATION REQUIREMENTS
<br />PROPOSED UTILITY
<br />POTABLE
<br />ORAViTY
<br />ITARY
<br />SEWAGE
<br />STORM
<br />RECLAIMED
<br />ELECTRIC
<br />COMMENTS
<br />WATER
<br />SEWER
<br />FORCE MAIN
<br />WATER
<br />TELECOMMUNICATIONS
<br />POTABLE WATER ti
<br />1'-p
<br />i'_p (1,2)
<br />1'-CY (1,2)
<br />101
<br />SEE NOTE 1
<br />GRAVITY SANITARY SEWER
<br />V-6"(2)
<br />SEWAGE FORCE MAIN
<br />1'-6"(2)
<br />1'-0'
<br />1-0"
<br />1'-0'
<br />V-15'(2)
<br />1'-0"
<br />SEE NOTE 2
<br />STORM
<br />1'-0'(1)
<br />1'-6"
<br />1'-0"
<br />1-0"
<br />1'-0"
<br />i'-0"
<br />RECLAIMED WATER
<br />1'-O"
<br />1'-6'
<br />1'-6"
<br />1'-0"
<br />1'-LY'
<br />1'-0"
<br />SEE NOTE 2
<br />ELECTRIC
<br />1'-0"
<br />1'-T
<br />1-d'
<br />I'_d'
<br />1'-O"
<br />TELECOMMUNICATIONS
<br />(1) FAC 62-555.314
<br />(2) FAC 62-604,400
<br />(3) FAC 62-610.469
<br />NOES.
<br />1. ONLY OPT10N 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER.
<br />2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER,
<br />MINIMUM VFRTICAI_ RFPARATinN RFOIIIRFMFNTS
<br />MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY
<br />PROPOSED UTILITY
<br />POTABLE
<br />GRAVITY
<br />SANITARY
<br />SEWAGE
<br />STORM
<br />RECLAIMED
<br />ELECTRIC
<br />WATER
<br />SEWER
<br />FORCE MAIN
<br />WATER
<br />TELECOMMUNICATIONS
<br />POTABLE WATER
<br />1'-0"
<br />10'-0"(1,2)
<br />10'-0'(1,2)
<br />3'-0 (1)
<br />T-T(1,3)
<br />3'-T
<br />GRAVITY SANITARY SEWER
<br />1O'-0"(2)
<br />1'-0"
<br />i'-0"
<br />3'-0"
<br />T-d'(2)
<br />3'-T
<br />SEWAGE FORCE MAIN
<br />10'-0` (2)
<br />1-T
<br />1-0"
<br />T-T
<br />T-0"(2)
<br />3'-0
<br />STORM
<br />3'-0"(1)
<br />3'-0"
<br />3'-0"
<br />i'-0"
<br />3-T
<br />3'-0"
<br />RECLAIMED WATER
<br />3'-T(1,3)
<br />X-T(2)
<br />T-O"(2)
<br />3' d'
<br />1-T
<br />3-p
<br />ELECTRIC
<br />TELECOMMUNICATIONS
<br />T-0"
<br />T-T
<br />3-0"
<br />3'-0"
<br />3-0"
<br />2'-T
<br />(1) FAC 62-555.314 N9IE
<br />(2) FAC 62-604.400 U11UPES SHALL NOT BE IiJSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRiOR
<br />(3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER.
<br />SEE EXHIBIT G-3
<br />PROPOSED UTILITY
<br />FINISH G GRADE VKUruarU UHLNY
<br />Xx
<br />DEPTH 'VARIES
<br />EXISTING UTILITY
<br />SAPJp CUSHION
<br />FULL LENGTH OF PIPE
<br />SEE MIN VERTICAL EXISTING UTILITY
<br />T''°I�;'�-""
<br />[REQUIREMENTS
<br />CENTERED AT CROSSING
<br />_
<br />/ REQUIREMENTS _
<br />11,25' ELB (TYP)
<br />SEE NOTE
<br />Nam. -
<br />WITH APPROVAL. OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.
<br />OPTION 2 SUFFICIENT SEPARATION AVAILABLE
<br />NOTES:
<br />1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE
<br />BY CASE BASIS,
<br />2. WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS.
<br />ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE)
<br />SECTION A -A
<br />UTILITY
<br />CUSHION
<br />OSED UTILITY
<br />SECTION B-B
<br />6" PiPE O_D.
<br />� MIEN
<br />6"
<br />MIN
<br />°
<br />_,,...PROPOSED UTILITY
<br />w
<br />FULL CONCRETE
<br />ENCASEMENT
<br />A 4?
<br />(MIN)
<br />CONCPSI RETE
<br />CRETE
<br />C NCRETE ENCASEMENT
<br />NTS
<br />UTILITY CONFLICT
<br />REFERENCED DATA
<br />AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND
<br />PAVED AREAS, ABS IN UNPAVED AREAS. OTHERWISE INDICATED.
<br />REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER.
<br />1, TOPOGRAPHIC SURVEY WAS OBTAINED FROM AND PERFORMED BY DATED
<br />45, ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES ACCEPTED BY THE FGUA MUST 64. [ENGINEER TO ADD MORE AS NEEDED]
<br />_,_,.,.,_, ___,,,,
<br />23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO
<br />BE AT LEAST FOUR INCHES (e) AND EIGHT INCHES (9') IN DIAMETER, RESPECTIVELY,
<br />COMMENCING WORK WITHIN THEIR JURISDICTION.
<br />EXCEPT LATERAL SEWER LINES WHICH SHALL BE NO LESS THAN SIX INCHES (i) IN 65. ABANDON PIPING IN PLACE:
<br />2. SUBSURFACE UTILITY EXPLORATION WAS OBTAINED FROM -, AND PERFORMED _____,
<br />DIAMETER AND ACCEPTED BY THE FGUA TO A SANITARY CLEANOUT POINT OF DEMARCATION Z" AND SMALLER CAP AND ABANDON IN PLACE.
<br />DATED --.
<br />CONSTRUCTION SAFETY
<br />(POD). A SANITARY CLBANOUT SHALL BE PROVIDED WITHIN 10' OF EXTERIOR BUILDING 3" AND LARGER CAP AND GROUT FILL IN PLACE.
<br />WALL FOR ALL WASTEWATER SEvi4CE CONNECTIONS. ALL SERVICE UNES SHALL ENTER A
<br />3, ALL ELEVATIONS ARE REFERENCED TO . THE HORIZONTAL DATUM IS WED ON STATE
<br />24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA
<br />MANHOLE.
<br />PLANE ----•-•
<br />EXCAVATION SAFETY STANDARDS AND TO ASIDE BY THEM AS COVERED UNDER THE FLORIDA
<br />TI?ENC`SAFETY ETY ACT,
<br />46, A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHAD. BE INSTALLED AT THE FGUA
<br />4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND
<br />POD ON GOVERNMENT DR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY
<br />MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT
<br />25. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
<br />OWNED LFT STATIONS CONNECTING INTO THE RUNS UTIIJTY MAINS,
<br />CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOIAT€ONS/EXTRAPOLATIONS
<br />FROM THE BEST AVAILABLE SURVEY DATA. ALL RISKS RESULTING FROM THE USE OR
<br />RESTORATION
<br />47. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS SHALL BE BY CORE BORE
<br />INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR.
<br />WITH KOR-N-SEAL CONNECTORS.
<br />5. GEOTECHNICAL INVESTICAT10N AND RECOMMENDATIONS PERFORMED BY REFER TO
<br />26, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD,
<br />48. ALL ELECTRICAL AND CONTROL BOXES AT LEFT STATIONS SHALL BE PANTED MANOR HOUSE
<br />_.,.„.,.,
<br />REPORT DAM
<br />LANDSCAPING, CULVERTS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE
<br />BROWN (SHE'RWIN WILLIAMS).
<br />v.
<br />RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE
<br />8. R IS THE RESPONSENUIY OF THE CONTRACTOR TO ESTABUSH IN THE FIELD LIMITS OF
<br />OMIX•
<br />49. CONTRACTOR SHALL COORDINATE WITH FGUA ON THE LOCATION OF THE LS DRIVEWAY
<br />CONSTRUCTION, BENCHMARKS (ELEV.), COORDINATES, CENTER UNES, AND STATIONING AS
<br />27. ALL SIGNS AND LOCATED WITHIN THE PROJECT SHALL BE REMOVED
<br />BEFORE INSTALLING.
<br />REQUIRED TO CONSTRUCT THIS PROJECT.
<br />REINSTALLED LACED AS
<br />AND RENSTALLEO OR REPLACED AS REQUIRED DURING CONSTRUCTDN., ARID SHALL BE
<br />UTILITY SEPARATION
<br />RESTORED BY AND AT THE EXPENSE. OF THE CONTRACTOR TO THE SATISFACTION OF THE
<br />GENERAL
<br />OWNER.
<br />50. EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL
<br />SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TWM.+V, UTILITY
<br />7. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS SET FORTH
<br />28. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF T. A
<br />HORIZONTAL SEPARATION DETAIL AND REP REQUIREMENTS,
<br />BY THE FDEP, AWWA NSF, AND FOUR
<br />MINIMUM OF 4' THICK, 3,06W3 PSI CONCRETE, AND SHALL BE REINFORCED WITH IML4
<br />W.W.M., ALL IN CONFORMANCE WITH MACD€LC DESIGN GUIDEUNFS, LATEST EDITION.
<br />5t' AT LOCATIONSOTHER UTIUTYTHE PROPOSED
<br />8. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL
<br />UTILITY SMALL BE INSTALLED IN ACCORDANCECROSSES E
<br />TYPICAL llDUTY CONFLICT DETAIL
<br />DIMENSIONS, THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS
<br />ACCESSIMAINTENANCE OF FACILITIES
<br />AND FDEP REQUIREMENTS.
<br />TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS. IF SICJNIFTCANT
<br />DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS
<br />29, THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UHLHtESfFAGURES AND
<br />52. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR
<br />PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUTION,
<br />MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD.
<br />ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE
<br />CONTRACTOR SHALL SUBMIT A RELOCATION PLAY TO THE ENGINEER FOR APPROVAL PRIOR
<br />$. PLANS AND DISCREPANCIES PRIOR TO
<br />WORK, ALLALL BE SUBJECT TO THE APPROVAL
<br />PERFOROMIThRM,ACTOR MY WORK IN THE AFFECTED AREAONFLICTS
<br />PIPING NOTES
<br />AFFECTEDn UTIL� COMPANIES.
<br />OF THE ENGINEER MPANIES.
<br />10, IT IS THE CONTRACTOR'S RESPONSIBILITi' TO BECOME FAMILIAR WON THE PERMIT AND
<br />30. LEY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS, CONTRACTOR SHALL.
<br />MAINTENANCE OF TRAFFIC
<br />INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL. AGENCIES AND THE
<br />TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS.
<br />ENGINEER, THE COWRAOTOR SHALL OBTAIN ALL HE4E3WW PERMITS PNOR TO
<br />03, THE CONTRACTOR SMALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION
<br />CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS.
<br />ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR FOOT DESIGN INDEXES AND 2014
<br />11, ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
<br />31. SIZE OF FITTINGS SHOWN ON PLANS SMALL CORRESPOND TO THE ADJACENT STRAIGHT RUN
<br />OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOLT AND FITTING MATERIAL SHALL BE AS
<br />"FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND
<br />VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
<br />SPECIFIED FOR THE ADJACENT STRAW RUN OF PIPE UNLESS NOTED OTHERWISE
<br />BRIDGE CONSTRUCTION' AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED N
<br />THESE CONSTRUCTION DRAWINGS.
<br />CONSTRUCTION LAYOUT/LIMITS OF CONSTRUCTION
<br />32. ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWALL END
<br />54ALL REFERENCED FDOT STANDARD INDEX DRAWINGS CAN BE FOUND AT
<br />SECTIONS ARE TO END OF PIPE.
<br />WWW.DOT.S7ATE.FL.US/RDDMGN/IDS/14/STOS.SHTM,
<br />12. THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR
<br />33. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR
<br />UCENSED IN THE STATE OF FLORIDA FOR LAYOUT. PROOF OF UCENSE SHALL BE
<br />CONFIGURATION IS REQUIRED. FINAL SUPPORTS, LOCATIONS, AMID TYPES SCULL BE
<br />55. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRM
<br />SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT.
<br />DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTAUS
<br />AND VEHICULAR TRAFFIC AT ALL TIMES DURING THE DURATION OF THE PROJECT.
<br />13. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/DR
<br />DR THE
<br />SHILL BE AFOR REVIEW
<br />S SPECIFIED. AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING
<br />56. THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FOOT STANDARD INDEX
<br />UMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY HE OWNER
<br />600 SERIES AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH,
<br />OR SPECIFICALLY NOTED ON THE DRAWINCS,
<br />WATER
<br />ERECT. AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES
<br />THROUGHOUT THE PROJECT. ONE TRAFFIC LANE MUST BE MAINTAINED AT ALL TIMES WITH
<br />EXISTING CONDITIONS
<br />USE OF FLAGGER. ALL TRAFFIC LINES MUST BE OPEN FOR TRAFFIC AT THE CLOSE OF
<br />34. ALL WATER PIPES ARE TO BE CONSTRUCTED WITH 36" MINIMUM COVER UNLESS OTHERWISE
<br />WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAMERS SHALL BE INCLUDED IN
<br />14. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTIURIS, STRUCTURES, AND OTHER
<br />NOTED ON THE PLANS. ALL WATER MANS ARE DR-18 PVC UNLESS OTHERWISE NOTED.
<br />THE LUMP SUM COST.
<br />FEATURES ARE SHOWN BASED ON THE REST INFORMATION AVAILABLE AT THE TIME OF
<br />35. FURNISH AND INSTALL 10 GAUGE TRACER WIRE ON ALL MAIN PiPEUNES. WIRE TO EXTEND
<br />57. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL OF UNFORM TRAFFIC CONTROL
<br />PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS,
<br />INTO EACH VALVE BOX WITH SUFFICIENT EXCESS TO BRING WIRE THREE FEET ABOVE
<br />DEVICES. STANDARDS, AND SHALL BE PANTED IN ACCORDANCE WITH FDOT STANDARD
<br />AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND 01HER FEATURES
<br />FINISH GRADE,
<br />SPECIFICATION SECTION 710.
<br />AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
<br />15. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED
<br />36. WATER SYSTEMS ARE TESTED TO A MINIMUM OF 150 PSI FOR TWO-HOUR DURATION AS
<br />PER AWWA C 600 STANDARDS.
<br />5B. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL. OF SAFE PRACTICES;
<br />MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE,
<br />REFERENCE FOOT INDEXES WO THROUGH 850 AND 17349 PER ROADWAY AND TRAFFIC
<br />DESIGN STANDARDS LATEST EDITION.
<br />MATERIALS OF GONSTRUCUON, OUTSIDE DIAMETER, WALL THICKNESS, ROUNDNESS,
<br />37. ALL FIRE FLOW LINES WILL RUN SEPARATE FROM THE DOMESTIC WATER MANS AND HAVE
<br />ELEVATIONS, ETC.) TO WHICH CONNECTION(S) YALL BE MADE CONTRACTOR SHALL INCLUDE
<br />A FIRE DETECTION METER AND A FIRE ONE BACK FLAW PREVENTION ASSEMBLY (UP).
<br />PROJECT SPECIFIC
<br />FIELD MEASUREMENTS ON SHOP DRAWINGS.
<br />ASSEMBLY SHALL INCLUDE A LOW FLOW BY-PASS METER W/ RPZ.
<br />16. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF
<br />38. ALL POTABLE WATER CONNECTIONS SHALL BE MADE WITH CUTTING -IN TEES WITH VALVES.
<br />59. THE CONTRACTOR SMALL PROVIDE A MINIMUM OF TWO WEEKS NOTICE To THE OWNER
<br />PRIOR TO CONNECTING THE NEW WATER MAIN TO THE AFB PUBLIC WATER SUPPLY
<br />CO
<br />CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED. THE
<br />COFLI CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE DISRECCOVERED.T
<br />ANY EXCEPTIONS TO THIS WILL REQUIRE FGUA APPROVAL WHEN ALLOWED BY FGUA, HOT
<br />WEI-PµS), THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULNG EACH
<br />DRAWINGS.
<br />TAP ("WET TAP") CONNECTIONS SHALL BE PERFORMED BY A LICENSED, UNDERGROUND
<br />CONNECTION WITH THE OWNERS OF THE PWS TO ENSURE THAT THERE ARE MINIMAL
<br />CONTRACTOR, WITH ADVANCE NOTIFICATION (72 HOURS) TO THE FGUA INSPECTOR.
<br />INTERRUPTIONS TO EACH SYSTEM,
<br />17. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA
<br />SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMO€ITION. IF ANY SUCH ITEMS
<br />39. WATER TAPPING SADDLE SHALL BE DOUBLE STRAP BRASS OR DUCTILE IRON OR EPDXY
<br />6O. ALL UNDERGROUND DIVIDES MUST HE !N PLACE AND TESTED AND/OR INSPECTED PRIOR
<br />/
<br />ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY
<br />COATED STEEL WITH STAINLESS STEEL. HARDWARE. TIE STRIPS AND BOLTS SHALL BE
<br />CORROSION RESISTANT ALLOY STEEL. FULL CIRCLE STAINLESS STEEL TAPPING SADDLE
<br />TO BACKFILL COMPACTION, RSA BASE INSTALLATION, OR RESTORATION.
<br />THE OWNER AND THE ENGINEER IMMEDIATELY AND REPLACE/RESTORE THESE ITEMS AT NO
<br />ADDITIONAL, COST TO THE OWNER, IF OWNER CHOOSES TO SELF PERFORM THE WORK OR
<br />SLEEVE WITH RESILIENT SEATED TAPPING VALVE SHALL BE USED FOR PROPOSED WATER
<br />61. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON AL PRECAST AND MANUFACTURED ITEMS
<br />INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL
<br />AND FORCE MAIN CONNECTIONS.
<br />TO THE ENGINEER FOR APPROVAL, FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION
<br />COSTS ASSOCIATED WITH THE EFFORT.
<br />40. ALL FIRE HYDRANTS SHALL BE PAINTED IN ACCORDANCE WITH AGRAM 07-07 (MAY 2007).
<br />MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.
<br />18. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
<br />CAPS SHALL BE PAINTED WITH REFLECTIVE -TYPE PANT.
<br />62. ALL ROCKS OR. STONES LARGER THAN 6' IN DIAMETER SHALL BE REMOVED FROM THE
<br />ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY
<br />DACKFILL MATERIAL. BACKFTLL MATERIAL PLACED WITHIN 1-FOOT OF PIPING AND
<br />THE CONTRACTOR CALLED FOR IN THIS CONTRACT,
<br />-
<br />7YP;i
<br />nR 01 �9L�N (POTABLE)
<br />RAaaFl YELLOW
<br />YELLOW PUBLIC {POTABLL'}
<br />APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2' IN DIAMETER.
<br />UTILITY COORDINATION
<br />RED FIRE PROTECTION (POTABLE W€TH BFP) -
<br />63, ALL WORKMANSHIP AND MATERWS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL
<br />PURPLE RECLAIMED (NON -POTABLE)
<br />CONFORM TO FOOTS STANDARD SPECIFICATIONS FOR ROADWORK AND BRIDGE
<br />19. THE CONTRACTOR SW U. NOTIFY ALL UTMURES NEAR THE PROJECT AREA AT LEAST 48
<br />215
<br />CONSTRUCTION, LATEST EDITION, AWWA NSF; AND THE LATEST FGUA STANDARDS, UNLESS
<br />HOURS PRIOR TO CONSTRUCTION. THIS SHAD. INCLUDE NOTIFYING "SUNSTINE STATE ONE
<br />LIGHT BLUE
<br />G20 GPM 01499 GPM
<br />GREEN
<br />CALL OF FLORID&' AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL
<br />00 -9
<br />ORANGE S99 GPM
<br />EXISTING UDUTIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB
<br />RED <S00 GPM
<br />-•-
<br />SHE IS WWW.C&BUNSMNECOM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS,
<br />ry /�. �{
<br />DECEMBER 2015
<br />TO NOTIFICATION PERIOD SHA L BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST
<br />SEWER
<br />r W s
<br />CITY OF ZEPHYRHILLS
<br />IN PUBLIC
<br />20, STREET LAW IFS RIGHT-) REQUIRES THAT PERSONS MAKING T FIRST
<br />STREETS, MUST FlR5T OBTAIN
<br />UTILITY �E'GAS
<br />41. ALL WASTEWATER FOR{ INNS ARE E TO BE COtdSTRLTC1731 WITH 'MEN€MUM COVER
<br />UNLESS OTHERWISE NOTED THE PLiMNS,
<br />�*
<br />d * � I.I. T•1 r1' STANDARD DETAILS
<br />INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES.
<br />ON ON O ATIONS-WAYS DE PIPELINES.
<br />ON
<br />� .r
<br />42. LOW PRESSURE TEST AND VIDEDE ARE REQUIRED FOR THE GRAVITY
<br />INSPECTIONINMETHODS
<br />23. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS
<br />COLLECiRON SYSTEM. ALTERNATIVE TESTING METINOOS PROPOSED B1' THE CONTRACTOR
<br />TE ALT TE
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />NECESSARY TO PROTECT AND SUPPORT EXISTING UTMJTIES, STRUCTURES, AND OTHER
<br />FEATURES (EXPOSED OR UNE)OPOSED) THAT MAY BE IMPACTED BY HIS WORK.
<br />MUST BE PRE -APPROVED BY FGUA,
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />43. MANHOLE FRAMES AND COVERS, AND CO CAPS ARE TO BE WATER TIGHT. IF NEEDED,
<br />i
<br />W= 1
<br />22. THE CONTRACTOR SMALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES
<br />EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE
<br />PHONE ($13)T80-0029 FAX (813)78M613
<br />4-4, INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN
<br />! '�" •• - -
<br />1 1/4'' SQ NUT
<br />TYP 3-NOZ7LE FIRE HYDRANT
<br />'i
<br />1 1/4" Sid NUT (TYP EA NOZZLE)
<br />t
<br />1`
<br />THE VALVE AND THE TEE ARE
<br />BREAK AWAY FLANGE
<br />DIRECTLY CONNECTED UNLESS
<br />'
<br />I
<br />FINISH GRADE
<br />GATE VALVE AND BOX
<br />THE WATER MAIN IS LOCATED
<br />UNDER THE ROADWAY (IN WHICH CASE
<br />HYDRANT EXTENSION AS
<br />SEE EXHIBIT W-6A
<br />THE VALVE IS TO BE
<br />REQ'D FOR ADDITIONAL DEPTH s
<br />5'-rf MIN.
<br />LOCATED 16" FROM EOP)
<br />71 MEW
<br />it k
<br />ENCASE CRUSHED STONE
<br />W/30# FELT OR FILTER [
<br />FABRIC
<br />I°
<br />6" WATER MAIN
<br />LE
<br />ZE
<br />>
<br />(MIN)
<br />6" RMJ GV
<br />6" DIP
<br />(TYP)
<br />LEAVE DRAIN HOLE
<br />OPEN
<br />USE 31,f SS
<br />SIDES OF JOIINTUTSP,OTH
<br />---� '- 3/4" SS ROD-2 REORD (MIN) OR PROVIDE RESTRAINED
<br />JOINTS (SEE NOTE B)
<br />WASHED CRUSHED STONE FOR DRAIN SUMP (FDOT No
<br />57 STONE)
<br />NOTA. FIRE
<br />IHYDRANT INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY'S LAND DEVELOPMENT CODE,
<br />B. 3/4" STAINLESS STEEL ROD CUT AND THREADED AS REQUIRED, OR PROVIDE RESTRAINED JOINTS.
<br />C, FIRE HYDRANTS SHALL BE INSTALLED BETWEEN 3' AND 7' FROM EDGE OF PAVEMENT.
<br />D. TIE RODS, NUTS, WASHERS AND OTHER FASTENERSISHALL BE GALVANIZED OR TYPE 316 STAINLESS STEEL.
<br />E. 4 1/2" PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERLINE OF MAJOR STREET.
<br />F. FIRE HYDRANT ASSEMBLY INCLUDES ALL THAT IS SHOWN INCLUDING DI PIPE TO R/W, DIP TEE AT MAIN, HYDRANT, REDUCERS, VALVE,
<br />HYDRANT EXTENSIONS, VALVE EXTENSIONS, ALL PIPING AND MISCELLANEOUS APPURTENANCES REQUIRED FOR A COMPLETE INSTALLATION.
<br />G. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RAISED PAVEMENT MARKER FOR FIRE HYDRANT IDENTIFICATION. MARKER SHALL BE
<br />BLUE AND IN ACCORDANCE WITH FDOT 706. MARKER SHALL BE LOCATED IN THE CENTER OF CLOSEST LANE PERPENDICULAR TO FIRE
<br />HYDRANT.
<br />FIRE HYDRANT DETAIL
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />g s, STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542wml 0
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />....'I . - _-'------ -
<br />FINISHED
<br />GRADE
<br />1 INCH
<br />CHAMFER
<br />RESILIENT SEAT GATE VALVES
<br />OS&Y (TYPICAL) 91T BEND POST
<br />it (FL./M.J.� VALVE
<br />TQR
<br />TEST COCK (IF REQUII
<br />TEST COCK F#2 ,
<br />U
<br />Ol
<br />vhVik ----'
<br />IC
<br />L RELIEF VALVE
<br />DISCHARGE
<br />12"
<br />#
<br />25' MAX
<br />#
<br />#
<br />MIN
<br />Z#
<br />_
<br />�/
<br />ON BRANCH (TYPO /�
<br />12tz
<br />INCH+ PIPE IOTA. ��\/
<br />11) AJ 18 INCH + PIPE DIA.. BBAROS(2) 5
<br />(MAX) CONTINUOUS W/
<br />COMPACTED #3 TIES 0 12
<br />ADJUSTABLE PIPE SADDLE 13ACKFILL INCH O.C,
<br />SUPPORT (TYP)
<br />1/2 INCH PREFORMED JOINT 90' BEND
<br />MATERIAL TO BE PLACED (MA/M.J.)
<br />BETWEEN DIP AND CONCRETE I
<br />SLAB ZEPHYRHILLsI PRIVATE
<br />* DISCHARGE ABOVE 100 YR FLOOD PLAIN POD
<br />1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53, CEMENT LINED INTERIOR WITH FLANGE FITTINGS FOR ABOVE GROUND
<br />USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING.
<br />2. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY,
<br />3. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A
<br />REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED UST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR
<br />CROSS CONNECTION AND HYDRAULIC.RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE SUPPRESSION
<br />SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREVENTER CAN BE USED.
<br />I
<br />4. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE 1,
<br />PORTLAND CEMENT WITH A MINIMUM 26-DAY STRENGTH OF 3000psi,
<br />5, SLAB WIDTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY.
<br />6. BOLLARDS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS.
<br />7. ALL ABOVE GRADE VALVES TO BE OSdcY, VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY
<br />TO PROVIDE THE LOCKS).
<br />BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONLY)
<br />NTS
<br />CiTY OF ZEPHYRHILLS DECEMBER 2015
<br />} STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />' 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 Wml2
<br />PHONE (813)780.0029 FAX (813)780-0613
<br />0- < N1 3::
<br />-11
<br />w 0 w x
<br />! BLUE REFLECTOR iN CENTER
<br />OF DRIVING LANE ADJACENT
<br />TO FiRE HYDRANT. IF
<br />HYDRANT IS LOCATED AT AN
<br />INTERSECTION, A BLUE
<br />REFLECTOR SHOULD BE
<br />INSTALLED ON 80TH STREETS
<br />FIRE HYDRANT ASSEMBLY
<br />FIRE HYDRANT REFLECTOR DETAIL
<br />NOT TO SCALE it
<br />�` ...., m.. DECEMBER 2015
<br />CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />( 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542lAlm
<br />PHONE (813)780d1029 FAX (813)780.0613
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