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0 2i r <br />o d m <br />RESILIENT SEAT GATE VALVES <br />OS&Y (TYPICAL) <br />TEST COCK <br />FINISHED + O <br />GRADE <br />1 INCH BACKFLOW <br />'HAMFER PREVENTION <br />90' BEND POST <br />> (FL./M.J. INDICATOR <br />VALVE <br />TEST COCK (IF REQUII <br />#2 / . <br />w <br />0 <br />c� <br />0 <br />m <br />DEVICE _ RELIEF VALVE <br />L DISCHARGE * MIN 25' MAX <br />' ZZ- <br />\; TEE WITH <br />ISOLATION VALVE \ <br />12 INCH+ PIPE DIA. ON BRANCH (TYP) \ _ <br />(MIN) TWO (2) #5 <br />M 18 INCH + PIPE DlA. BARS <br />(MAX) CONTINUOUS w/ <br />COMPACTED #3 TIES 0 12 <br />ADJUSTABLE PIPE SADDLE BACKFILL INCH O.C. <br />SUPPORT (TYP) <br />1 /2 INCH PREFORMED JOINT 90' BEND <br />MATERIAL TO BE PLACED (M.J./M.J.) <br />BETWEEN DIP AND CONCRETE <br />SLAB CITY OF A <br />ZEPHYRHILLS PRIVATE <br />* DISCHARGE ABOVE 100 YR FLOOD PLAIN p _ NOTES: <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 LIST 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 />4. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1:4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, <br />PORTLAND CEMENT WITH A MINIMUM 28-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 OS&Y. VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY <br />TO PROVIDE THE LOCKS), <br />BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONL <br />NTS <br />TRANSITION <br />COUPLING <br />SLEEVE <br />EXISTING PIP <br />PExPE <br />SPOOi <br />CITY OF ZEPHYRHILLS DECEMBER 2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=12 <br />PHONE (813)780-0029 FAX (813)780-0613 <br />NIU ILL tREJ I RMISNEU) <br />CUT -IN TO EXISTING DI OR PVC PIPE <br />EXISTING PIPE <br />PExPE DI OR PVC <br />SPOOL PIPE <br />EXISTING -\ SPOOL PAPEPExPE DI R PVC <br />PIPE /- <br />€ <br />TRANSITION <br />COUPLING EXISTING PE <br />SLEEVE (TYP) PIPE <br />---- NEW WM <br />MJ TEE (RESTRAINED) <br />CUT -IN TO EXISTING AC PIPE <br />NOTES: <br />1. RESTRAIN ALL PIPING IN ACCORDANCE WITH EXHIBIT G-6 OR AS DIRECTED <br />BY THE CITY <br />2. SPOOL AND SLEEVE PIPING LAYOUT TO BE SIMILAR FOR CUT -IN CROSS. <br />3. ALL BURIED DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYWRAPPED PER <br />HILLSBOROUGH COUNTY STANDARDS <br />4. FOR ASBESTOS --CEMENT (AC) PIPE, REMOVE 10 FT. (MIN) OF PIPE ON <br />EITHER SIDE OF THE NEW TEE AND REPLACE WITH DIP OR C900 PVC <br />WHERE FEASIBLE. AS PROJECT CONDITIONS ALLOW, NO AC JOINTS SHALL BE <br />ALLOWED WITHIN 15 FT. ON EITHER SIDE OF THE NEW TEE. <br />CUT -IN -TEE <br />NTS <br />CITY OF ZEPHYRHILLS DECEMBER 2015 <br />STANDARD DETAILS <br />x CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 <br />PHONE (813)780-0029 FAX (813)780-0613 WM18 <br />O 1 c r O m <br />7JZF-1rrrn <br />O%m <br />0 <br />02Zm9�m <br />D 00z0m�Kr <br />x <br />z�AD -,,mr <br />J� <br />�1 <br />ti�Yf �,77p <br />mm, <br />US (n t <br />m <br />"506Arna31 <br />mrn <br />T <br />N <br />r �nDG� <br />n� z m <br />� <br />o <br />n'- <br />m <br />m m c 0 <br />m m m m a z z <br />� <br />0 <br />O m <br />z <br />�1 <br />—7 <br />DC DZOo <br />mop„=ernm <br />Tm1 <br />N <br />r N �."•. <br />> O n Fn <br />-1 p <br />D <br />zr-Dm�= <br />VA <br />or0CT <br />ry0f*t <br />m <br />p <br />„w <br />(/, <br />Z O Z rn <br />mm�zrozz <br />-i <br />T;:u <br />m <br />>A= ��-i <br />D <br />o N'*1-;To'vv <br />?z�ocm <br />z 6 <br />0,Z212 <br />zK <br />mm <br />T mrnD <br />r< <br />W <br />/� <br />m Kz <br />!<!<wrQ <br />o <br />oZ <br />*rrz <br />`/�+� <br />rn m rA o <br />y <br />r <br />V <br />ioWZmza <br />(7 XZ0ZIO <br />> <br />rn <br />� a) <br />Z m� m <br />N <br />-f� <br />0 �o z <br />Y <br />m <br />4 <br />< S <br />rn z <br />D <br />z <br />>c <br />Y <br />N <br />o <br />0 O <br />� <br />> m <br />rkn <br />p1 '�0m N <br />0o�< Z <br />i- ON <br />zv_� C W= n <br />W 0 <br />;0 m 0 mr y <br />-0 <br />0 tt7 m <br />c A o <br />z y <br />n <br />W n <br />P <br />O m <br />C <br />m � <br />o <br />< m <br />m <br />o � <br />f p <br />m <br />0 <br />0 <br />a <br />v <br />z <br />r <br />N n m O Z <br />< 0 O z m m <br />z0 <br />xm �z<c <br />E oc> m <br />0 zomz <br />w z w <br />L--_. <br />o <br />m <br />z <br />o <br />D <br />i <br />>1 m <br />m m <br />_v <br />z <br />0 <br />nm zz <br />c _ <br />r rn�T <br />TWO GiF <br />o <br />>� <br />_ <br />vow <br />O m <br />m <br />�7 <br />D <br />m� <br />me <br />0 n <br />00 <br />inxy <br />-6�� <br />m> <br />m <br />00 <br />cz <br />s�zm <br />m <br />O <br />0[N <br />�� <br />'a = <br />Mm <br />m <br />G <br />.53 O <br />M <br />< <br />0 M <br />� <br />I <br />.a <br />m <br />C (N <br />E; g <br />0 <br />zr <br />� <br />eP <br />O 0 <br />D N <br />V <br />n 0 s T <br />v) Im <br />z c g <br />Im <br />+ <br />0 <br />0rm' <br />r00 <br />�rl <br />mm <br />n � <br />m <br />m <br />71 (0 <br />0o z � o <br />z0 <br />zi 0 <br />x <br />BLDG FACE <br />CITY OF ZEPHYRHILLS DECEMBER 2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 <br />Wml6A <br />PHONE (813)780-0029 FAX (813)780-0613 <br />...... . .. . ...... <br />2'-6" SQ. I AC PAVING OR <br />FRAME AND SOLID LID GRADE <br />& NEENAH R-1974-A <br />(ROUND) OR EQUAL <br />TO PIPE O.D. �• <br />a o a of 6„ <br />4 CONIC. COLLAR <br />RAISE TO GRADE IN <br />UNPAVED AREA <br />PREMOLDED PLASTIC <br />EXPANSION JOINT 4" MIN. <br />MATERIAL ENCASEMENT <br />3" TYP. <br />�— SAND BACKFILL <br />CONCRETE ENCASEMENT <br />EQUAL DIA. PIPE <br />o (8" I.D. MAX.) <br />AS REQUIRED TO <br />ENCASE FITTINGS -0" JOINT — <br />AS SHOWN <br />PLUG <br />�— UNDISTURBED SOIL <br />GRAVITY CLEANOUT <br />NOT TO SCALE <br />CITY OF ZEPHYRHILLS DECEMBER 2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />x' 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 <br />F PHONE (813)780-0029 FAX (813)780-0613 S=9 <br />GENERAL NOTES: <br />1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK <br />OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY <br />A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED <br />(CONCRETE OR ASPHALT) <br />2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH <br />AND LARGER PIPE.. <br />3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE <br />REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. <br />4. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. IN ADDITION <br />THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE <br />DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN <br />CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC <br />RESEARCH. <br />5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED <br />WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY <br />STRENGTH OF 3000psi. <br />6, SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY, THE TOP OF SLAB SHALL <br />BE 2 INCHES ABOVE FINISHED GRADE. <br />7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH <br />SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. <br />8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING <br />LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), <br />METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD <br />PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 <br />TRAFFIC BOLLARDS ARE REQUIRED. <br />TEMPORARY METER NOTES: <br />1, THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND <br />ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. <br />2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE <br />WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT <br />AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT, <br />3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL <br />ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR <br />ZONE REQUIREMENTS. <br />GENERAL WATER METER ASSEMBLY NOTES <br />RESIDENTIAL OR COMMERCIAL DEVELOPMENT <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 />•�1 PHONE (813)780-0029 FAX (813)780-0613 Wml6E <br />AS REQUIRED I RIGHT-OF-WAY <br />SEWER, MAIN I SOLVENT WELDED <br />/ CAP <br />PVC WYE IN 4" PVC PIPE <br />SEWER MAIN <br />4" PVC WYE, <br />-. PROPERTY <br />LINE <br />4" PLUG <br />4" PVC- PIPE <br />4" PVC 45' BEND * * NOTE: MARK ALL POINTS <br />WHERE SEWER SERVICES <br />PLAN VIEW CROSS CURB WITH A "S" <br />MARK IN CONCRETE. <br />AS REQUIRED RIGHT-OF-WAY <br />12" SOLVENT WELDED CAP <br />MX <br />CONVERT TO CLEAN-CUT UPON <br />FINAL CONNECTION TO CITY SYSTEM <br />N FINAL GRADE <br />4" PVC PIPE"--, <br />DEPTH AS REQ. PER CLEANOUT <br />INVERTS AS SHOWN ON PLAN & <br />PROFILES ]_ <br />4" PVC WYE <br />4" PLUG <br />4" PVC PIPE <br />SEWER MAIN 5' BEND OR <br />OPE \4" PVC PIPE 90' LONG RADIUS SWEEP <br />\\ 4" PVC 45' BEND <br />,PVC WYE IN <br />SEWER MAIN NOTE: <br />4" LATERAL ACCEPTABLE FOR <br />SINGLE FAMILY CONNECTION ONLY, <br />SIDE VIEW MULTI -FAMILY, OR COMMERCIAL SERVICE <br />SERVICE SHALL HAVE 6" MIN, LATERAL. <br />SANITARY SEINER SERVICE <br />PVC SINGLE SERVICE <br />9:F�F CITY OF ZEPHYRHILLS DECEMBER 2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=5 <br />PHONE (813)780-0029 FAX (813)780-0613 <br />z <br />0 <br />>ar <br />0 z z p <br />Z 5; <br />LLI <br />o a 0 0 CL <br />u 0 0 0 cr <br />U LU 1- 0 <br />0 1-cQ 0 U LU <br />LL= z o o n <br />c') (5 0 z z <br />< < <br />I- m OW z z <br />O o 0 0 <br />0 > > tr <br />0 W W W W <br />2 m m a a <br />m T �iz W <br />0 Lf) r II- I- <br />O O N < <br />N N N O n <br />L0 o <br />- 0)00 I` CO LLD d N .- O <br />=w>-w-0zw <br />J Ln <br />J <br />0(Dmmwza-� L�jl 0 <br />W m O ZD m 0 <br />0 d>0mw -ncr Q CV <br />I-I-t:D-�w0c" Q Q d' <br />zz0ZLLA0- CL Cy O <br />~ v'°CaQ0 0 (� O Q O <br />4. d 0 <br />r <br />t NO. 84516 <br />* z � <br />'O STATE OF <br />p • 05/21/2018 <br />OR I <br />W < <br />a U)Q <br />rr CJ � <br />Q CSC N <br />a: Er0 L L � <br />cc CO 4 0 <br />U <br />EN f---co, <br />J m N <br />LU <br />cf- <br />< t-iz,0 <br />= W N CC <br />U�co ZtiC`3 <br />Z Jco <br />c,0 O <br />— N d M a. 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