|
WATER METER
<br />METER" 80X (ar-
<br />CIIY1:
<br />t W
<br />2_ TE
<br />1 1/4' SO NUT.
<br />F1YDIv$PdT EATf�ISION AS
<br />RETO r0a Vol, DEFFF4�
<br />ENCASE CRUSHED STONE
<br />RIO FAD• FELT OR FILTER
<br />LEAVE DRAaaI•,.1aLE�i--'-ems
<br />DF'EN
<br />,USE 3/4" SS NE1T$ 90TH
<br />SIDES OF JOIRI ('TS"P)
<br />3-NOZZLE- FIRE HYDRANT
<br />-1 t/e 'SO Nut (TVP PA NOZZLE):
<br />THE VALVE AND THE TEE ARE
<br />—9RFAR- AWAY FLANGE DIRECTLY CGNNM- D UNLESS
<br />VA AN". 9DR THE WATER MAIN IS LOCATED
<br />,... mkSH'- OWE UNDER THE, ROADiAY (HN NICit CASTE:
<br />ME VALVE IS TV BE
<br />'-4 mwN LOCATED I i` FROM EOP)
<br />3 " "'` ( WATER MAIN
<br />6 RM.! O! (BEN)
<br />./\—
<br />�—WASHFD
<br />3%4* S$ KOD-z RWO (€I) dR PROVIDE RESt•"EO
<br />JbuNTS'(SEE-NOTE
<br />CRUSHED STM:MR ORAN &MP (PODIF No
<br />A. HYDRAW INSTALLATION SHALL: BE IN ACCORDWCE, WITH THE CRY'S LANi) 0tvMOPMEIt'T GODS
<br />EL 3/4` STAINLESS STEEL titJO CUY AND THREADED AS REOIUEiEi3, OR, PROVIDE RFSTR4fHEi4 diNNiS.
<br />C. FIRE HYDDRANT3 SHALL BE PiSTALLED BETWEEN 3' 46 7` PROW EDGE OF PAWNWN
<br />D; TIE RODS; NUTS. WASHERS AND OTHER FASTENERS SHALL BE GALVANIZED OR TTPE 315:'STAINLESS `STEEL
<br />is 4 1/2" PUMPER NOZZLE TO BE "PERPEN09CULAR To CENTERLINE OF MA40 S4iIEEt,
<br />F.: POE HYDRANT ASSEMBLY INCJOES ALL THAT IS SHOWN INCLUDRTG,DI PIPE': TO R/W, OF1 TEE' AT MW; HYDRANT; RENOERS,;VALVE,'..,
<br />HYMNT EMNSIONS, VALVE EKTENSIONS, ALL. PIPING AM MISCELLANEOUS APPURTENANT. RMUIRED POR A GD(uiPLEM IN5DALLATION,..
<br />0, FOR PRE HYDRANTS ALONG PAVED ROADWAYS, 1N5TA„L RAND =PAVEMENT MARKER FOR 'ORE H+DRANT IDER>T£FTCATE i.'MAR€tER. SHALL BE
<br />BLUE AND IN ACCORDANCE WITH FOOT 706. MARKER SHALL BE LOCATED IN THE allM OF CLOSEST LANE PERPENDICULAR TO FIRE
<br />HYDRANT.
<br />H. FIRE HYDRANT ASSEMBLIES ARE AMERICAN DARLING B-84B-5
<br />FIRE HYDRANT DETAIL
<br />NTS
<br />1 INCH BRANCH
<br />-VALVE ASSEMBLY
<br />IRRIGAR N A
<br />SERVICE
<br />METER
<br />FLOW
<br />RESIDENTIAL
<br />SERVICE'
<br />METERIF
<br />SECTION "A —A:'
<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 GROUNO PIPES AND D'^IiT'INGS SHALL BE CLASS 53D.I.P. FOR 4 INCH
<br />AND LARGER PIPE,
<br />3. CERTIFICATION BY THE CITY'. -Of PROPER INSTALLATION AND OPERATION WILL B
<br />REmPED PRIOR TO ACCEPTANCE BY THE CITY_
<br />4. ALL SACKFLOW ASSEMBLIES OIL DEVICES MUST HAVE ASSE APPROVAL, IN ADDITION
<br />THE 8ACKF LDW PREVENTION DEVICE ASSEMBLY SHALL BE .A REDUCED PRESSURE
<br />DEVICE AS LISTEi3 DN THE APPROVED LIST OF"THE UNIVERSITY OF SOUTHERN.
<br />CALIFORNIA FOUNDATION FOR CROSS —CONNECTION CONTROL AND HYDRAULIC
<br />RESEARCIR.
<br />5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 64--W1.401.4 WELDED
<br />WIRE FABRIC, AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 2a—DAY
<br />STRENGTH OF 3000psi.
<br />6. SLAB WITH AND LENGTH SHALL VARY WITH ASSEMBLY, THE TOP OF.SLAB SMALL
<br />BE 2 INCHES ABOVE FINISHED GRADE:,
<br />7. THE METER" ASSEMBLY & BOLLARDS, SHALL SE PAINTED IN ACCORDANCE WITH
<br />SSPC STANDARDS, COLOR'`TO BE CHOSEN BY THE CITY,
<br />8. IF THE. METER ASSEMBLY IS LOCATED WITHIN . A TR.AFFIC/VEHtCLE 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 At LARGER A, MINIMUM OF 6.
<br />TRAFFIC BOLLARDS ARE REQUIRED
<br />TEMPORARY METER NOTES.
<br />1. THE IN -LINE VALVE IS TO REMAIN CLDSED UNTIL AFTER THE CONSTRUCTION AND
<br />ACCEPTANCE OF THE DEVELOPMENT WATER. DISTRIBUTION SYSTEM-
<br />2. THE METER ASSEMBLY 15'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, 13UT NOT LIMITED TO, CLEAR
<br />ZONE REQUIREMENTS.
<br />GENERAL WATER DETER ASSEMBLY NOTES
<br />RESIDENTIAL OR COMMERCIAL DEVELOPMENT
<br />NIS
<br />• CITY OF ZEPHYRHILL ► DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />3M6 ALSTON AVENUE ZEPHYRHILLZ, FLORIDA 33542 W-16E'
<br />PHONE (813)780-0029 FAX M.1)780-0613
<br />N
<br />1. CAST BRONZE COMPRESSION FITTING CONNECTIONS SHALL BE USED & INSTALLED
<br />IN ACCORDANCE WITH CITY Or ZEPHRYHILLS STANDARDS.
<br />2: USE 1 INCH DIAMETER HDPE FOR SINGLE SERVICE
<br />.1 NO SERVICE LINE SHALT, TERMINATE UNDER A DRIVEWAY'.
<br />4' PIOD SHOWN OIL METER/'BAGKFLOW ASSEMBLY EXHIBIT..
<br />PLAN VIEW
<br />DIMENSON
<br />SINGLE
<br />DUAL
<br />A
<br />11-1/8 I CHES
<br />14-5/8 INCHES
<br />6
<br />18INCH
<br />16-5/8INCHE'S
<br />G
<br />12 PDCHES"
<br />i2 LNCH6
<br />ALL: DIMENSIONS t 1/8 INCH
<br />POTABLE WATER' DIETER BOX
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBER2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39828 AL.STON AVENUE ZEPHYRHILL3, FLORIDA 33SQ W-17
<br />PHONE t813)780-Wn FAX (8'13)T80-(1613
<br />mTO WATER M
<br />TBACKFL OW PREVON
<br />ASSEMBLY
<br />CURB STOP AND
<br />VALVE 8O
<br />DEFLECT TUBING. 1 1" BLUE 'SDRB
<br />_ CORPORATION STOP SET AT POLYETHYLENE TUBE
<br />45' W/ SERVICE SADDLE
<br />(BY FORD BRASS)
<br />WATER MAIN
<br />1. CAST BRONZE COMPRESSION FTTUNG CONNECTIONS SFIALL. BE USED
<br />de INSTALLED IN ACCORDANCE WM4 CITY OF .ZEPHRHILLS STANDARDS.:
<br />2. USE T INCH. DIATEMIR HOPE FOP, SINGLE SERVICE,
<br />3, NO SERVICE LINE SHALL TERMINATE UNDER A'ORIVEWAY.
<br />4, POD SHOWN ON ME.MR/BACKFL Wr°:: ASSEMBLY.:EXHIBIT:..
<br />1" WATER SERVICE INSTALLATION (FAR SIDE)
<br />NTS
<br />CITY OF ZEPHYRHILLS DECEMBI:R1
<br />h1 STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39826ALSTON AVENUE ZEPHYRHILLS, FLORIDA33642
<br />PHONE(VII)780-0029FAX (813)780-0613 Wm F
<br />MSHRP W F'MA
<br />EASY FLOW
<br />CURV€S
<br />NON-iRIN}
<br />ON rRADE
<br />1
<br />ALL MUST BE COATED WITH—
<br />SEWPERCOAT INSIDE
<br />PLAN
<br />I 4=-rr "`—T,"k
<br />1/2° PER FT.
<br />BENCH SLOPE
<br />(MIN) '(r p)
<br />INFLUENT SEWER (IYP) SEE EXHIBIT.. S:-2A
<br />AND CXHISr S-4 OF' APPLICABLE)
<br />vAREA81E -.
<br />AC6 US TENT
<br />1020 CRETE
<br />ADJusT'NG I�NGs-
<br />Ie #Alfa, To I "
<br />MAx.).
<br />5-19
<br />`�1 Il i 1I'�T{ ,23OR4FT.
<br />}
<br />< O P
<br />T
<br />IN 5STt><tE (�8 TN E PREPARE �uacRAOE
<br />Tw w aCe9oxourE vmslTHE sPEaFmwT1(x6
<br />1. 1CONNECTIO66 AND GROUTNIG IN WAAMDL.E ARE SC7EMATEC.
<br />SEE ACTUAL DMGS FOR PEE WMETERS. LOCATIONS MID
<br />POEM
<br />2. GOAT OUTSIDE OF YRNTOLE AS S-ECnM
<br />3. LINE WSIDE OF MANHOLE AS SPECIFIED.
<br />SECTION
<br />MANHOLE - ECCENTRIC PRECAST CONCRETE
<br />NTS
<br />APPROVALS
<br />Know what's below.
<br />Call before you dig.
<br />THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES
<br />ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE
<br />NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR
<br />ITS REPRESENTATIVE. THE CONTRACTOR SHALL
<br />DETERMINE THE EXACT LOCATION OF ALL EXISTING
<br />UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
<br />BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
<br />WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S
<br />FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND
<br />ALL UNDERGROUND UTILITIES.
<br />NOTICE:
<br />CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY
<br />OF THE CONTRACTOR; NEITHER THE OWNER NOR THE
<br />ENGINEER SHALL BE EXPECTED TO ASSUME ANY
<br />RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS
<br />ENGAGED IN THE WORK OF ANY NEARBY STRUCTURES, OR
<br />OF ANY OTHER PERSONS.
<br />COPYRIGHT © 2018 ATWELL LLC NO
<br />REPRODUCTION SHALL BE MADE WITHOUT THE
<br />PRIOR WRITTEN CONSENT OF ATWELL LLC
<br />W
<br />U � �
<br />o
<br />gym
<br />a
<br />a
<br />N
<br />ci
<br />W
<br />J
<br />m
<br />J
<br />LL
<br />W O
<br />}
<br />J
<br />J
<br />}'
<br />I--
<br />N
<br />Q
<br />>
<br />a
<br />=
<br />0
<br />U0
<br />w
<br />a
<br />0
<br />Z
<br />Q
<br />N
<br />Ln
<br />0
<br />a_
<br />V ~
<br />Lin
<br />LA
<br />m
<br />(A
<br />w
<br />z
<br />LU
<br />Q
<br />z
<br />zm
<br />z
<br />C�C
<br />=
<br />0
<br />J_
<br />G
<br />LU
<br />h-
<br />Q
<br />=
<br />p
<br />U
<br />U
<br />z
<br />N
<br />O
<br />00
<br />U
<br />DATE
<br />02/07/2017
<br />04/19/2018: CITY COMMENTS
<br />REVISIONS
<br />L�jz e
<br />No 60088 Ny
<br />f TE O w�
<br />DRAWN BY: AS
<br />CHECKED BY: DG
<br />PROJECT MANAGER: DG
<br />JOB #: 16002627
<br />FILE CODE: ##
<br />SHEET NO. C705
<br />W
<br />0
<br />CD
<br />CD
<br />V
<br />N
<br />0
<br />ui
<br />LL
<br />L
<br />W
<br />
|