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<br />REFERENCED DATA
<br />1. TOPOGRAPHIC SURVEY WAS 08TAINED FROM -, AND PERFORMED BY w_._, DATED
<br />2. SUBSURFACE UTILITY EXPLORATION WAS OBTAINED FROM __ AND PERFORMED
<br />DATED
<br />3. ALL ELEVATIONS ARE REFERENCED TO ____.. THE HORIZONTAL DATUM IS BASED ON STATE
<br />PLANE
<br />4. THE SURVEY INFORMATION CONTAINED HEREIN WAS OBTAINED FOR DESIGN PURPOSES AND
<br />MAY NOT BE AN ADEQUATE REPRESENTATION OF ACTUAL CONDITIONS FOR PROJECT
<br />CONSTRUCTION. EXISTING CONTOURS SHOWN REPRESENT INTERPOLATIONS/EXTRAPOLATIONS
<br />FROM THE BEST AVAILABLE SURVEY DATA ALL RISKS RESULTING FROM THE USE OR
<br />INTERPRETATION OF THE SURVEY DATA SHOWN SHALL BE BORNE BY THE CONTRACTOR.
<br />5. GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS PERFORMED BY __, REFER TO
<br />REPORT DATED ---.
<br />6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABUSH 1N THE FIELD LIMITS OF
<br />CONSTRUCTION, BENCHMARKS (TINE), COORDINATES, CENTER LINES, AND STATIONING AS
<br />REQUIRED TO CONSTRUCT THIS PROJECT.
<br />GENERAL
<br />7. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS $ET FORTH
<br />BY THE FOEP, AWWA, NSF, AND FGUA.
<br />8. THE CONTRACTOR IS ADVISED NOT TO SCALE FROM DRAWINGS BUT TO FIELD VERIFY ALL
<br />DIMENSIONS. THE DIMENSIONS OF SPECIFIED AND FURNISHED PRODUCTS AND MATERIALS
<br />TAKE PRECEDENCE. OVER DIMENSIONS INDICATED ON THE DRAWINGS, IF SIGNIFICANT
<br />DEVIATIONS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 72 HOURS
<br />PRIOR TO CONSTRUCTION FOR A DETERMINATION AND RESOLUT.ON.
<br />9. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO
<br />PERFORMING ANY WORK IN THE AFFECTED AREA,
<br />10, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND
<br />INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE
<br />ENGINEER, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR T0
<br />CONSTRUCTION AND SCHEDULE INSPECTION ACCORDING TO AGENCY INSTRUCTIONS.
<br />11. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
<br />VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
<br />CONSTRUCTION LAYOUTILIMiTS OF CONSTRUCTION
<br />12, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL LAND SURVEYOR
<br />LICENSED IN THE STATE OF FLORIDA FOR LAYOUT, PROOF OF LICENSE SHALL BE
<br />SUBMITTED TO THE ENGINEER BEFORE BEGINNING LAYOUT.
<br />13. NO DISTURBANCE SHALL BE ALLOWED OUTSIDE OF THE RIGHT OF WAYS AND/OR THE
<br />LIMITS OF CONSTRUCTION SHOWN ON THE DRAWINGS UNLESS APPROVED BY THE OWNER
<br />OR SPECIFICALLY NOTED ON THE DRAWINGS.
<br />EXISTING CONDITIONS
<br />14, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER
<br />FEATURES ARE SHOWN BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF
<br />PREPARATION OF THESE PLANS. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS,
<br />AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES
<br />AFFECTING THIS WORK PRIOR TO CONSTRUCTION,
<br />15. PRIOR TO SHOP DRAWING PREPARATION AND SUBMITTAL AND PURCHASE OF RELATED
<br />MATERIALS, THE CONTRACTOR SHALL FIELD VERIFY EXISTING UTILITIES (LOCATION, SIZE.
<br />MATERIALS OF CONSTRUCTION, OUTSIDE DIAMETER. WALL THICKNESS, ROUNDNESS,
<br />ELEVATIONS, ETC.) TO WHICH CONNECTION(S) WILL BE MADE. CONTRACTOR SHAD. INCLUDE
<br />FIELD MEASUREMENTS ON SHOP DRAWINGS.
<br />16. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING IMMEDIATELY IF
<br />CONFUCTS BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE DISCOVERED, THE
<br />CONTRACTOR SHALL ACCURATELY RECORD ANY SUCH CONFLICTS ON THE RECORD
<br />DRAWINGS.
<br />17. ANY PROPERTY CORNERS, MONUMENTS, OR BENCH MARKS WITHIN THE PROJECT AREA
<br />SHALL BE PROTECTED UNLESS OTHERWISE INDICATED FOR DEMOLITION. IF ANY SUCH ITEMS
<br />ARE IN DANGER OF DAMAGE OR HAVE BEEN DAMAGED, THE CONTRACTOR SHALL NOTIFY
<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 />INCURS RELATED EXPENSES, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR ALL
<br />COSTS ASSOCIATED WITH THE EFFORT.
<br />18. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
<br />ABOVE OR BELOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY
<br />THE CONTRACTOR CALLED FOR IN THIS CONTRACT.
<br />UTILITY COORDINATION
<br />19. THE CONTRACTOR SHALL NOTIFY ALL UTIUTIES NEAR THE PROJECT AREA AT LEAST 48
<br />HOURS PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE NOTIFYING "SUNSHINE STATE ONE
<br />CALL OF FLORIDA' AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION WORK TO HAVE ALL
<br />EXISTING UTILITIES LOCATED. THE PHONE NUMBER IS 1-800-432-4770 AND THE WEB
<br />SITE IS WWW.CALLSUNSHINE.COM. IN INSTANCES WHERE DIGGING OCCURS IN WETLANDS,
<br />THE NOTIFICATION PERIOD SHALL BE INCREASED FROM AT LEAST 48 HOURS TO AT LEAST
<br />10 DAYS,
<br />20. FLORIDA TAW (FS 553.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC
<br />STREETS, ALLEYS, RIGHT-OF-WAYS OR UTILITY EASEMENTS MUST FIRST OBTAIN
<br />INFORMATION ON LOCATIONS OF UNDERGROUND GAS PIPELINES.
<br />21. THE CONTRACTOR IS RESPONSIBLE FOR BRACING, SHORING, OR PROVIDING OTHER MEANS
<br />NECESSARY TO PROTECT AND SUPPORT EXISTING UTILITIES, STRUCTURES, AND OTHER
<br />FEATURES (EXPOSED OR UNEXPOSED) THAT MAY BE IMPACTED BY HIS WORK.
<br />22, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING POWER/TELEPHONE COMPANIES
<br />AND ARRANGING TO HAVE UTILITIES POLES HELD AND/OR GUY WIRES REMOVED AND
<br />REPLACED, IF NECESSARY FOR CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER.
<br />23. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO
<br />COMMENCING WORK WITHIN THEIR JURISDICTION.
<br />CONSTRUCTION SAFETY
<br />24, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA
<br />EXCAVATION SAFETY STANDARDS AND TO ABIDE BY THEM AS COVERED UNDER THE FLORIDA
<br />TRENCH SAFETY ACT.
<br />25, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY,
<br />RESTORATION
<br />26, ALL PAVING, STABILIZED EARTH, DRIVEWAYS, CURBS, SIDEWALKS, FENCES, SOD,
<br />LANDSWING, CULVERTS, ETC, DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE
<br />RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE
<br />OWNER.
<br />27, ALL. EXISTING SIGNS AND MAILBOXES `LOCATED WITHIN THE. PROJECT SHALL BE REMOVED
<br />AND REINSTALLED OR REPLACED AS REQUIRED DURING CONSTRUCTION., AND SHALL BE
<br />RESTORED BY AND AT THE EXPENSE OF THE CONTRACTOR TO THE SATISFACTION OF THE
<br />OWNER.
<br />28. ALL SIDEWALKS DAMAGED DURING CONSTRUCTION ARE TO BE A MINIMUM WIDTH OF 5', A
<br />MINIMUM OF C THICK, 3,000 PSI CONCRETE, AND SHALL BE REINFORCED WITH IAXI,4
<br />W.W.M., ALL IN CONFORMANCE WITH MACDILL DESIGN GUIDELINES, LATEST EDITION.
<br />ACCESS/MAINTENANCE OF FACILITIES
<br />29. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL EXISTING UTILITIES/FACILITIES AND
<br />MAINTAIN UNINTERRUPTED SERVICES THROUGHOUT THE CONTRACT PERIOD.
<br />PIPING NOTES
<br />30, LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. CONTRACTOR SHALL
<br />TAKE CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS,
<br />31. SIZE OF FITTINGS SHOWN ON PANS SHALL CORRESPOND TO THE ADJACENT STRAIGHT RUN
<br />OF PIPE UNLESS NOTED OTHERWISE. TYPE OF JOINT AND FITTING MATERIAL SHALL BE AS
<br />SPECIFIED FOR THE ADJACENT STRAIGHT RUN OF PIPE UNLESS NOTED OTHERWISE.
<br />31 ALL PIPE LENGTHS ARE APPROXIMATE. PIPE MEASUREMENTS FOR STRAIGHT ENDWA.L END
<br />SECTIONS ARE TO END OF PIPE.
<br />33. PIPE HANGERS AND SUPPORTS ARE NOT SHOWN UNLESS A SPECIAL TYPE OR
<br />CONFIGURATION 15 REQUIRED. FINAL SUPPORTS, LOCATIONS, AND TYPES SHALL BE
<br />DETERMINED BY THE CONTRACTOR AND INCLUDED IN THE PIPELINE DRAWING SUBMITTALS
<br />FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING
<br />SHALL BE AS SPECIFIED.
<br />WATER
<br />34. ALL WATER PIPES ARE TO BE CONSTRUCTED WITH 3C MINIMUM COVER UNLESS OTHERWISE
<br />NOTED ON THE PLANS. ALL WATER MANS ARE DR-18 PVC UNLESS OTHERWISE NOTED.
<br />35. FURNISH AND INSTALL 10 GAUGE TRACER WIRE ON ALL MAIN PIPELINES. WIRE TO EXTEND
<br />INTO EACH VALVE BOX WITH SUFFICIENT EXCESS TO BRING WIRE THREE FEET ABOVE
<br />FINISH GRADE,
<br />35. WATER SYSTEMS ARE TESTED TO A MINIMUM OF 150 PSI FOR TWO-HOUR DURATION AS
<br />PER AWWA C 600 STANDARDS.
<br />37. ALL FIRE FLOW LINES WILL RUN SEPARATE FROM THE DOMESTIC WATER MANS AND HAVE
<br />A FIRE DETECTION METER AND A FIRE LINE BACK FLOW PREVENTION ASSEMBLY (BFP).
<br />ASSEMBLY SHALL INCLUDE A LOW FLOW BY-PASS METER W/ RPZ.
<br />38. ALL POTABLE WATER CONNECTIONS SHALL BE MADE WITH CUTTING -IN TEES WITH VALVES.
<br />ANY EXCEPTIONS TO THIS WILL REQUIRE FGUA APPROVAL. WHEN ALLOWED BY FGUA, HOT
<br />TAP (°WET TAP") GONNECTONS SHALL BE PERFORMED BY A LICENSED, UNDERGROUND
<br />CONTRACTOR, WITH ADVANCE NOTIFICATION (72 HOURS) TO THE FGUA INSPECTOR.
<br />39. WATER TAPPING SADDLES SHALL BE DOUBLE STRAP BRASS OR DUCTILE IRON OR EPDXY
<br />COATED STEEL WITH STAINLESS STEEL HARDWARE. TIE STRAPS AND BOLTS SHALL BE
<br />CORROSION RESISTANT ALLOY STEEL FULL CIRCLE STAINLESS STEEL TAPPING SADDLE
<br />SLEEVE WITH RESILIENT SEATED TAPPING VALVE SHALL BE USED FOR PROPOSED WATER
<br />AND FORCE MAIN CONNECTIONS,
<br />40. ALL FIRE HYDRANTS SHALL BE PANTED IN ACCORDANCE WITH AGRAM 07-07 (MAY 2007).
<br />CAPS SHALL BE PANTED WITH REFLECTIVE -TYPE PANT.
<br />BARREL COLOR DISTRIBUTION SYSTEM TYPE
<br />YELLOW PUBLIC (POTABLE)
<br />RED FIRE PROTECTION (POTABLE WITH SFP)
<br />PURPLE RECLAIMED (NON -POTABLE)
<br />RATED CAPACITY (AT 2OPS1 RESIDUAL PRESSURE)
<br />LIGHT BLUE 1500 GPM
<br />GREEN 000-1499 GPM
<br />ORANGE 500-999 GPM
<br />RED <500 GPM
<br />SEWER
<br />41. ALL WASTEWATER FORCE MANS ARE TO BE CONSTRUCTED WITH 48" MINIMUM COVER
<br />UNLESS OTHERWISE NOTED ON THE PLANS.
<br />42. LOW PRESSURE AR TEST AND VIDEO INSPECTION ARE REQUIRED FOR THE GRAVITY
<br />COLLECTION SYSTEM, ALTERNATIVE TESTING METHODS PROPOSED BY THE CONTRACTOR
<br />MUST BE PRE -APPROVED BY FGUA
<br />43. MANHOLE FRAMES AND COVERS, AND CO CAPS ARE TO BE WATER TIGHT. IF NEEDED,
<br />EXISTING MANHOLE TOPS ARE TO BE ADJUSTED TO PROPOSED GRADE.
<br />44. INFLOW PROTECTION DISHES ARE REQUIRED FOR ALL MANHOLES: STAINLESS STEEL IN
<br />SERVICE TYPE
<br />VALVE TYPE - * VALVE SIZE
<br />* GV - GATE VALVE
<br />* BFV- BUTTERFLY VALVE g VALVE IDENTIFICATION
<br />WATER �� DISK ANCHORED TO CONCRETE
<br />6"
<br />PV
<br />DIRECTION AND NO OF L-20
<br />TURNS TO OPEN
<br />1IT LETTERS CAST IN 3" �
<br />DIA BRONZE DISK (TYP)
<br />CAST IRON LID WITH RAISED
<br />LETTERS "WATER"
<br />PAINTED BLUE (POTABLE)
<br />OR RED (FIRE)
<br />SEE NOTE
<br />8"
<br />36 X 6"
<br />CONCRETE PAD
<br />OT-
<br />LOCATOR WIRE ACCESS-2" SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/
<br />RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ 12"
<br />OF EXTRA WIRE
<br />PLAN VIEW
<br />' 5" OC, 2" FROM TOP
<br />VALVE COLLAR AND IDENTIFICATION DISK
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />` 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 w
<br />-
<br />5
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />PAVED AREAS, ASS IN UNPAVED AREAS.
<br />45. ALL SEWER FORCE MAIN LINES AND GRAVITY SERVICE LINES .ACCEPTED BY THE FGUA MUST
<br />BE AT LEAST FOUR INCHES (47) AND EIGHT INCHES (87) IN DIAMETER, RESPECTIVELY,
<br />EXCEPT LATERAL SEWER LINES WHICH SHALL BE NO LESS THAN SIX INCHES ((`) IN
<br />DIAMETER AND ACCEPTED BY THE FGUA TO A SANITARY CLEANOUT POINT OF DEMARCATION
<br />(POD). A SANITARY CLEANOUT SHALE_ BE PROVIDED WITHIN 10' OF EXTERIOR BUILDING
<br />WALL FOR ALL WASTEWATER SERVICE CONNECTIONS. ALL SERVICE LINES SHALL ENTER A
<br />MANHOLE.
<br />46, A BALL CHECK VALVE FOLLOWED BY A PLUG VALVE SHALL BE INSTALLED AT THE FGUA
<br />POD ON GOVERNMENT OR PRIVATELY OWNED FORCE MAINS DISCHARGING FROM PRIVATELY
<br />OWNED LIFT STATIONS CONNECTING INTO THE FGUA'S UTILITY MAINS.
<br />47. CONNECTION TO EXISTING MANHOLES AND/OR LIFT STATIONS S BY CORE BORE
<br />C G J HALL BE
<br />WITH KOR-N-SEAL CONNECTORS.
<br />48, ALL ELECTRICAL AND CONTROL BOXES AT LIFT STATIONS SHALL BE. PAINTED MANOR. HOUSE
<br />BROWN (SHERWIN WILLIAMS).
<br />49, CONTRACTOR SHALL COORDINATE WITH FGUA ON THE LOCATION OF THE LS DRIVEWAY
<br />BEFORE INSTALLING.
<br />UTILITY SEPARATION
<br />50, EACH PROPOSED UTILITY SHALL BE LAID TO ACHIEVE THE MINIMUM HORIZONTAL
<br />SEPARATION BETWEEN IT AND OTHER UTILITIES IN ACCORDANCE WITH THE TYPICAL UTILITY
<br />HORIZONTAL SEPARATION DETAIL AND FDEP REQUIREMENTS.
<br />51. AT LOCATIONS WHERE A PROPOSED UTILITY CROSSES ANOTHER UTILITY, THE PROPOSED
<br />UTILITY SHALL BE INSTALLED IN ACCORDANCE WITH THE TYPICAL UTILITY CONFLICT DETAIL
<br />AND FOEP REQUIREMENTS.
<br />52. IN THE EVENT THAT A UTILITY CONFLICT CAN NOT BE RESOLVED BY MAKING A MINOR
<br />ROUTE ADJUSTMENT OR BY UTILIZING THE TYPICAL UTILITY CONFLICT DETAIL, THE
<br />CONTRACTOR SHALL SUBMIT A RELOCATION PLAN TO THE ENGINEER FOR APPROVAL PRIOR
<br />TO COMMENCING WORK. ALL RELOCATION EFFORTS SHALL BE SUBJECT TO THE APPROVAL
<br />OF THE ENGINEER AND ANY AFFECTED UTILITY COMPANIES.
<br />MAINTENANCE OF TRAFFIC
<br />53, THE CONTRACTOR SHALL REFER TO THE "2014 FLORIDA DEPARTMENT OF TRANSPORTATION
<br />ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR FOOT DESIGN INDEXES AND 2014
<br />"FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND
<br />BRIDGE CONSTRUCTION" AS SUPPLEMENTS TO THE INFORMATION AND DETAILS PROVIDED IN
<br />THESE CONSTRUCTION DRAWINGS.
<br />54, ALL REFERENCED FOOT STANDARD INDEX DRAWINGS CAN BE FOUND AT
<br />WWW. €IOT.STArL.FL.US/RDDESIGN/DS/ 14/SIDS.SHTM.
<br />55, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFE MAINTENANCE OF PEDESTRIAN
<br />AND VEHICULAR TRAFFIC AT ALL. TIME$ DURING THE DURATION OF THE PROJECT,
<br />56, THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ACCORDANCE WITH FOOT STANDARD INDEX
<br />600 SERIFS AND THE TECHNICAL SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH,
<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 />USE OF FLAGGER. ALL TRAFFIC DES MUST BE OPEN FOR TRAFFIC Ax THE CLOSE OF
<br />WORKDAYS. ALL SIGNING, BARRICADES, LIGHTING, AND FLAGGERS SHALL BE INCLUDED IN
<br />THE LUMP SUM COST.
<br />57. ALL PAVEMENT MARKINGS SHALL MEET CURRENT MANUAL. OF UNIFORM TRAFFIC CONTROL
<br />DEVICES. STANDARDS, AND SHNl HE PAINTED IN ACCORDANCE WITH FOOT STANDARD
<br />SPECIFICATION SECTION 710E
<br />58, SIGNS AND BARRICADES TO BE. ACCORDING TO FOOT MANUAL OF SAFE PRACTICES;
<br />REFERENCE FOOT INDEXES 600 THROUGH 650 AND 17349 PER ROADWAY AND TRAFFIC
<br />DESIGN STANDARDS LATEST EDITION,
<br />PROJECT SPECIFIC
<br />59. THE CONTRACTOR SHALL 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 />(AFB-PWS). THE CONTRACTOR IS RESPONSIBLE£ FOR COORDINATING AND SCHEDULING EACH
<br />CONNECTION WITH THE OWNERS OF THE PWS TO ENSURE THAT THERE ARE MINIMAL
<br />INTERRUPTIONS TO EACH SYSTEM.
<br />60. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND/OR INSPECTED PRIOR
<br />TO DACKFILL COMPACTION, ROAD BASE INSTALLATION, OR RESTORATION.
<br />61, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS
<br />TO THE ENGINEER FOR APPROVAL. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION
<br />MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE.
<br />62, ALL ROCKS OR STONES LARGER THAN 6" IN DIAMETER SHALL BE REMOVED FROM THE
<br />BACKFILL MATERIAL. BACKFILL MATERIAL PLACED WITHIN 1-FOOT OF PIPING AND
<br />APPURTENANCES SHALL NOT CONTAIN ANY STONES LARGER THAN 2° IN DIAMETER.
<br />63. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT SHALL
<br />CONFORM TO FOOT'S STANDARD SPECIFICATIONS FOR ROADWORK AND BRIDGE
<br />CONSTRUCTION, LATEST EDITION, AWWA, NSF, AND THE LATEST FGUA STANDARDS, UNLESS
<br />OTHERWISE INDICATED.
<br />64, [ENGINEER TO ADD MORE AS NEEDED]
<br />65. ABANDON PIPING IN PLACE:
<br />2" AND SMALLER CAP AND ABANDON IN PLACE.
<br />Y AND LARGER CAP AND GROUT FILL IN PLACE.
<br />CORPORATION STOP (V208)
<br />SERVICE LINE, SEE
<br />PLAN FOR SIZE AND
<br />MATERIAL TYPE
<br />FLOW
<br />ADAPTER AS
<br />REQUIRED
<br />i
<br />WATER MAIN SERVICE
<br />SADDLE
<br />NOTE:
<br />SIZE OF SERVICE SADDLE OUTLET, CORPORATION STOP,
<br />ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE
<br />LINE SIZE UNLESS NOTED OTHERWISE.
<br />SERVICE TAP
<br />NTS
<br />n CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542-�
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />VALVE COLLAR AND
<br />IDENTIFICATION DISK
<br />SEE EXHIBIT W-5
<br />r
<br />z
<br />FINISH GRADE
<br />�- CAST IRON ADJUSTABLE
<br />0
<br />VALVE BOX
<br />elf
<br />TAPPING VALVE
<br />a
<br />�/--FL ANGED CONNECTION
<br />w. REACTION BLOCK
<br />UMISTURBED SEE EXHIBIT
<br />EARTH d G-6A
<br />MJ CONNECTION MJ TAPPING SLEEVE
<br />NOTES:
<br />1, ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40.
<br />2. CAM -LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED.
<br />3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD.
<br />4, DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW -OFF
<br />ASSEMBLY PLUMB.
<br />5. EXTENSION OF VALVE BOX. SHALL BE SET SO AS TO RESERVE 1 /2 OF THE ADJUSTMENT
<br />LENGTH FOR FUTURE USE.
<br />6, VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
<br />MAIN W/36" OR MORE COVER,
<br />WET TAPPING SLEEVE AND VALVE DETAIL
<br />1 1/4' SQ NUT
<br />HYDRANT EXTENSION AS-
<br />REO'D FOR ADDITIONAL DEPTH g s
<br />�I
<br />ENCASE CRUSHED STONE
<br />VV; 30# FELT OR FILTER a w
<br />FABRIC a
<br />I
<br />N!
<br />LEAVE DRAIN HOLE
<br />OPEN
<br />USE 3/4' SS NUTS BOTH
<br />SIDES OF JOINT (TYP)
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613W=2
<br />TYP 3-NOZZLE FIRE HYDRANT
<br />1 11C SO NUT (TYP EA NOZZLE)
<br />BREAK AWAY FLANGE
<br />' FINISH GRADE GATE
<br />J / SEE EXHIBIT 1
<br />5'-0" MIN.
<br />P �
<br />4a 6' WATER MAIN
<br />(MIN)
<br />6" RMJ GV
<br />j 6" DIP t
<br />(TYP
<br />THE VALVE AND THE TEE ARE
<br />DIRECTLY CONNECTED UNLESS
<br />THE WATER MAIN IS LOCATED
<br />UNDER THE ROADWAY (IN WHICH CASE
<br />THE VALVE IS TO BE
<br />LOCATED 18" FROM EOP)
<br />Z \ �- 31e SS ROD-2 REQ'D (MIN) OR PROVIDE RESTRAINED
<br />\\l- JOINTS (SEE NOTE B)
<br />WASHED CRUSHED STONE FOR DRAIN SUMP (FOOT No
<br />57 STONE)
<br />NOTES:
<br />A, FIRE HYDRANT 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 T AND 7' FROM EDGE OF PAVEMENT.
<br />D. TIE RODS, NUTS, WASHERS AND OTHER FASTENERS SHALL 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 />Bi_UE AND IN ACCORDANCE WITH FDOT 706E 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 DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE 813 780-0029 FAX 813 780-0613
<br />() () wmi 0
<br />SEE VALVE COLLAR
<br />IDENTIFICATION DISC
<br />DETAIL
<br />SEE EXHIBIT W-5
<br />rFINISH GRADE OR
<br />/ PAVEMENT
<br />TRACING WIRE-__-_.
<br />-''`-HAND TAMPED BACKFiLL
<br />'{
<br />AT TOP SECTIONT
<br />ADJUSTABLE
<br />- OPERATING NUT
<br />VALVE BOX
<br />CI VALVE BOX SHALL REST
<br />/ ON BEDDING ROCK., NOT ON
<br />SEE NOTE ��
<br />THE PIPE
<br />FDOT #57 STONE
<br />TRACING NITRE ,/ r F
<br />(6" DEEP)
<br />-!: PIPE
<br />VALVE
<br />I _�9 COMPACTED FDOT
<br />#57 STONE
<br />i I I IEEE
<br />LENGTH
<br />6' OF VALVE 6"
<br />WIDTH OF BEDDING EQUALS
<br />LAYING WIDTH OF VALVE +12"
<br />(6" BEYOND EA SIDE)
<br />NOTES:
<br />1. EXTENSIONN OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT
<br />LENGTH FOR FUTURE USE.
<br />2, VALVE STEM EXTENSiON(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATNG NUT ON DEPRESSED
<br />MAIN W/36" OR MORE COVER.
<br />GATE VALVE BOX
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE 813 780-0029 FAX 813 780.0613
<br />() (1 W=3
<br />LUE REFLECTOR IN CENTER
<br />T DRIVING LANE ADJACENT
<br />O FIRE HYDRANT. IF
<br />YDRANT IS LOCATED AT AN
<br />NTERSECTION, A BLUE
<br />EFLECTOR SHOULD BE
<br />4STALLED ON BOTH STREETS
<br />PRE HYDRANT .ASSEMBLY
<br />FIRE HYDRANT REFLECTOR DETAIL
<br />NOT TO SCALE
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613 wmi 1
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