|
e �
<br /> C)
<br /> a >
<br /> I �
<br /> a_
<br /> a_
<br /> Q
<br /> e
<br /> ®ll
<br /> cn w
<br /> Wastewater Wastewater z Q
<br /> Le
<br /> CITY OF LODIJ L(DCITY OF LORI Grated Tree Well 0 CITY OF LODI Grated Tree WellJ Le CITY OF LODI Service CITY OF LODI Service O
<br /> Sidewalk Repair PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT Un
<br /> PtiBucwoRxsT7E[eARTMkN7' Cleanout Cleanout >
<br /> w
<br /> 114"SWfe lines z
<br /> GMSIRICt ViMkeA&d plana
<br /> joints at 1t'intervals.
<br /> LOCATION DETAILS
<br /> Grate is 3/4" thick 1 I ///
<br /> 24" mox�
<br /> QD P� 7 o� �� "OAMTN"No. F-8 or DES FS Dox (or equal) I _T
<br /> U
<br /> y.-•"----I(--- 4i Plastic threaded elaeneut plug. 'withSE ER'- Set coal 'ran or rear cevar marked PUE WW kx (�
<br /> ,�J.�'`.'•- •..•``•`✓~ 17-1/2' _,.••1� aJ••..._ with 2' equoro out "SEWER'. Set . fi i/2' to 1' above exist
<br /> r� 1 L R•• ground ,, o)j. flatwark; flush 1f in concrete. PyL AlleyR W W
<br /> V�2
<br /> - - - � L` Make - ` P 12" min. /Plan Alternate lateral 36' er ¢ min.
<br /> connection. Vac depth a R"max.two (On } 45 Plans rfor elbows,�(lyy owner), tleep lots} See Location l7etail on Poge 7Support 4"claaneut riser £leonco On tierYleas Obox xiih Cleanauls on services at {a be installed fi' t0 24' outside
<br /> l~Ir~ Install 4"x4"x4" no Hub 1 Way Cleanout
<br /> Varies 36-1/B" ______�L� in bricks. See Note 2 aasemonts installed 6' to the alley R/W ar 12' within the
<br /> Varies - -1hAdlh-- tet` x Two min.] 24" outside the easement, alley where structures interfere
<br /> �- ,,?r� �5ee Nota i. _____________________
<br /> l �___________�-'- with an-site I¢Cakions.
<br /> -� S ------------_-�- RI ---------------------" Ea3ernent Service
<br /> y I Alley Service
<br /> Loteral from house. 24'-'-I 4' Service lateral per �• J 00
<br /> 4"concrete J Install air- "��"��//
<br /> Conform to Std. Plan 203. C L C/L %0
<br /> sidewalk 37" ]-12-- City Plumbing Cada. tight plug. 00
<br /> F ar-ler Sbip 35-1/2' 12" (Dy owner} e' North
<br /> tlot trentr West of e' r r-
<br /> line
<br /> 12"Jk 1 dowels 17 ild dowels at connections to exlstin Traa well rata
<br /> g 1_Sr6 3/4 Clsss 30 grade iron Tres,.ell grata X
<br /> 3/4' Class 30 grade iron R!V
<br /> at KbnneCliGnS GOf1CI'ete,greased on one side(typ] �- RJW 1 Min. 24" Max. • z
<br /> Sidewalk Detail rx Sidewalk �------ -- F I�
<br /> "Proprosea 4" '- Ex Sidewalk I - ' 2.5' (typ.) WIN Y
<br /> -L--- S�tlewalk 4" ' P.ropo�ed+ 4" z
<br /> S" L - 'Sidawhlk g- wr
<br /> WK _ Q O
<br /> T- 4" T-�� - Y' [\�fL) cl'
<br /> If joint is greater than 114'wide M shah � S1vK J ❑
<br /> Notes bd filled with pelrotastiC material. I
<br /> 1. Install cleanout on all 4' wastewater services unless otherwise specified. z
<br /> 1. Match Wdtb Wdh ad[dCent existing Sidewalk. 1 t��
<br /> s_ 2, 45' Wye 3 45- elbow combination Acr tion shall be iene-St Chloride PVC} per
<br /> For Iepl6cerrtenl less than 11'match scoring patten ASM D-3034 SDR 35 or RerylonlVile-Butadiene-Styrene (,465 per ASTM 0-2751, Glennauts on services at z Q
<br /> Cost Iron Soil Pipe(ASTM A74, gamic@ unit) or Ductile Iron (AS#M A74 fi) or streets to be installed
<br /> 2. Concrete shall be 2500 psi @ 28 days. Max A"slump. VCP Wye tee ASTM C-425. See Mokbriol List Page 2. between the I & B.O.W.
<br /> t- r •, W l71
<br /> For jobs legs than one yard,da static trailer 8101. 3- Backfill shdil confamn to Sid. Plan 501Ittrailer may be used Notes: Na es: Street Service r^ {, ^ z M Q
<br /> 1+ate 1. If the frac is nal planted, the opening shall be barricaded. 1. If the tree ,s not planted, the opening shall be barricaded. 4, Maintenance of lateral shall be per City 1Vastewaler Lateral Maintenance Policy' � 1 nW'y/' i•f1
<br /> Detail Material List for Sill PLN 201 IH N N
<br /> 3. Construct sidewalk on firm stable smiograde. 2. When tree wells ore installed in the existing sidewalk, the 2. When tree wells Ora installed in the existing sidewalk, the 5. In commercial driveways. Use 'Christy"G-5 box w/G-5C lid-or BLS equal; City App vved 1-Way Claanouts (a] {a
<br /> Weakened Plane Joint sidewalk aralI be aawad a minimum of 1-1/2" in depth. sidewalk shall be slowed a minimum of 1-1/2 in depth, In residential driveways replace cancrate Ind with cast iron lid, RelGPK Pe6duate Inc. Solvent Wald SCH 4b DUN z M
<br /> 4. Light orcein finish. 20.33 5 Pions: X M
<br /> ]. Placa erre 4x2' rebor diagonally of each comer. 3. Place ora 4x2' rebor diagonally of each comer. 6. When service is iaatalled with water service, terminate even with the water stub. 203, 506 Mueller Industries, Inc. Tl' Long Turn W O M
<br /> 5. Impervious membrane cure 4, Reinforci steel shall not be laced through sidewalk weakened lane 'ants. 4, Reinforcing steel shall not be laced through sidewalk weakened lane 'ants 7. Sd ort bak mt Haddad if set ra cdatrete. Shoat 1 6f 2 (0} or approved equal Sheet 2 of 2 J m
<br /> H
<br /> Dr. KT No Date Revision ApBroved Ry:� STD PLAN Dr. KT No Date Revision _ Ap raved IS SSTU p� Dr. KT Ho Revision A r, roved rdTD PLAN Dr. KT No Dote Revision r. Ap rovetl /I crD p� > Q
<br /> Dr. XT.JP No Dry Rerirlal B!" STD PLAN r �7r12/28/00 J[''7�e WS 1 9/013 MOVED C.O. LOC ON r'� AAA 1 9173 MOVED C.O. LOCATION 1 ,
<br /> Ch. V+5 Vt�l Dote r 12/28(00yrC Irf ate � Lk 9/25(02 f 1 1e WS 2 2 04 RENSED LOT DIMENSION 12/04 i f 1 1 • a O
<br /> Ch. 9N l f '� 1 Det 12 06 n"" a D_ V B V I L L 1
<br /> N11,ILn7 r,�rs x.air
<br /> CITY OF LODI CITY OF LORI Lf)
<br /> CITY OF LODI CITY OF LODI CITY OF LODI
<br /> Wastewater Service Fire Hydrant Installation CITY OF LORI Water Vcllve Installation Fire Service Fire Service
<br /> PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTh1EINT Le) Water Valve Installation PUBLIC WORKS DEPARTMENT Materials List . PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT
<br /> PUBLIC WORKS DEPARTMENT
<br /> Le
<br /> Nora:Wham main Is aver 1s0'from hydrant a senna
<br /> SAM, valve shall be In stalled in-Ilne In the vici Ity of the
<br /> Ex. pipe R"yfW Nnre4 hydrant It 5'-W'l Rarer-uwaler valve itstallBlion 6• (HUx.] operating nut must be located W
<br /> Smndara Plan 402. left or the valve, looking dawn All Wafer Valves & Materlola ahall be Class 1568 with 2' square opera in
<br /> suis,6pon [aft
<br /> 22'30' Elhaw yVa1YP-A7utICI the main from the connection. (clockwise to close] sail st ell con#Brm ko AWWA Standard C-SOd for Rubber Soaked Burke ily s Locations of hydrants, Fre O O
<br /> 4' rubber goekbtad 7 ___ ___ Vul ea and Ci of Lodi Construction Spam 6-7(102.
<br /> tee coddle w/Wel 4 '' min r FLG or FLO x RT Valva {Typ.] P I .t- - Dept, connections &
<br /> * s to be
<br /> straps. Remove AWWA Approved Valves: determined bydetec or the Fie J
<br /> coupon from pipe. Mueller RS and Butterfly It ••Iw�r• y
<br /> 6' ❑ Undisturbed M+H/Clow/Kennedy RS and Butterfly I R •• •+- Marshal. Q
<br /> 2Z%-7Earth fj3 See Note 3 Am.ri u i Darling RS Gott valves ` v
<br /> 4' 45" Waterous R5 Gate•valva 3' min On-site main per Bldg. Dept. ^
<br /> 1v rn tail: ❑ - Bldg. sprinkle sysldm & Fire De t- requirements Ln( cage AVK RS Cate valves See Std P
<br /> ConcreteLLJ
<br /> bF dfivbnaySJ Plan 4O9 Pipe per main VCve at water mein per
<br /> Hydrant Orientation Pier Block
<br /> Detail A Alt. Detail 6'- RpecificarOng Ste Plan 402
<br /> Back of Hot Tao Valve Support
<br /> (To be used only w/ approval a aawaa Past'#s Frame and cover cit of Lodi hydrant vole of Engineer on shallow mains) ocalonaa Flanged IR5t0110t1011 Y Detail C Fire
<br /> BCR,ECR,PL dlrectedh Standard Plan No. 408, adjust to per Std. Plop 401
<br /> y Detail B 2" min. clearance be
<br /> Fire Dept. pumper connection
<br /> ar wu ea 4'max tha Engineer Finish Grade grade per Std Plan '123 See Nate 5. -
<br /> gr tap o-f riser de bott6m of Pd. � w/ check valve
<br /> Detector ehezk valva w
<br /> Street Cleanout W-\
<br /> er See 1$' '1 j}:3 Rebar hoop Temporary blowoff assembly per Std Plan1461 409. tin-site morns shell p/L / LJ-
<br /> Std Plan 201 Note 4 Win from be ccnrredtaa per Std Plan 409. Sat Nota 6 - - - 3/4" bypass malar (Nota 1] U
<br /> 45 long Water main See Ndas 2&3 � �'i= ty IF 20.0 centered In :i
<br /> radius bend `ground 6 hollowbalts vAth {)-u>Z 1 [oncratb ring. Fire 9arviae U
<br /> See Note ¢6 r__ 1
<br /> r-----,-- nutttnrwllam � _t e r + Caacrabl ling per See Notes 2-4 Valving per Nate 5 O
<br /> Wax. sloe 1:1 ---/ One breakaR riser IY moor. 3'm'r- -r 6 sad 7. Q
<br /> P f2 1 a' c Std Alan je123 Plywood
<br /> For to s on rm4-BOw., a r,ominol' ' Dotoil A
<br /> N
<br /> P __ -- T w 3'wlrhln sldewaYe area or pevemem. e X95% RC an all m -
<br /> mains,e�igting See Guard Post Location Detail I 4' & Larder Service fire Service LJJ �/ J
<br /> Moi Detail 0. surround! material
<br /> Guide Assembly -----Wrap Riga, Pipe in
<br /> .• : 4'G.LP_ 8"No Tack Weld 30 mil. vlsquaeo to O
<br /> 4"Service 6'min. - 4,g wkancrete 11118 to Stem prevent concrete#rem
<br /> -See Nate 7 See Note 1 mounded above preven to deer
<br /> k--.-1'.. I g•k,112"
<br /> maxlmeaatNe Al 3' 9 pipe.
<br /> Min. slope 1/8" per 1' J-.-[ I� 2' uare topafc+ ) ane of ppe. Extanaren Stam
<br /> 4-Prefab. tea or Water mein t Mueller A-2644T Apprmetl Valve I. If not alarmed a detector check valve w oras mater shelf be installed O
<br /> M¢x, slope 114" per 1' 6"Hyamrx buy _ _ /nsP
<br /> Wye-Tee combination Sea Nota 5 �, - H" PVC riser/ Backfill t0 top of pipe. ¢t fire-sprinkler system connection only. Installation details shoe conform
<br /> Pravlde elf tight plug at �'• - 3' _ (CSO) Set riser on bricks. to Fire Dept. and Bldg. Dept. requirements. (See Detail A) Fire service (�
<br /> 45' � wastewater main rm n Detall A ` V
<br /> end aF line - - - - 2. On-site fire mains shall be completely solatetl from domestic lines. Domestic
<br /> Concreae - P y i Strrviae Sr2a per Plan O
<br /> Section 16^0x313' r"'y••: ` r Plana
<br /> .'�''--• 3. Oa-alta fire mains loapad to the City syatam must be apxifeally approved per
<br /> by the Public Works Director and must be aquippbd with double check valve l�(1
<br /> Re rW3rarWardPlan405 GDardPOBtCOnstRICtIOnDBtall .;'t,-'�.;;.;"' 1'-D' min. .:z. ;;;� assemblies at each connection. In such cases the services shell be installed -
<br /> Wates: •+-.. -.: See Nota 2 per Std. PI¢n iO6 with the Double Check VoNe assemblies inst¢Iletl in ¢n b' hydrant
<br /> ror Thrust block requirement See Note P Servide lateral
<br /> s ;.- k•'r4- Y clearance from bolts a ro otel sized box at the rt line, s4conl fire.1. Pipe shall be Vitrified Cloy Pipe per ASTM C-700 with compression joint per ASTM C-425 or Notes: PP Pri Y Pry Y Ona sire larger second fie
<br /> compressi"coupling per AAA C-594; Polyvinyl Chloride Pipe per ASTM U-31334 SDR 35; or 1. All work and malarial shell conform to City of Lodi Canabucaon Spedficakiarrs than fire service
<br /> Ductile Iron Class 50 with Compression Joint and Rubber Ring per ASTM D 1859. 6' and larger Sea Note a 4. Suitable t&urv¢vr prevention devices will be required for Tie systems having selvictr
<br /> P p Yd pe 7 Extension Stem Detail A Concrete for valve aaxflia oaurae9. as /
<br /> aervicae er Ions and WaEte water main aWMorda, 2, Hydrants shill be inlea Federal Yellow al the facto and furnished wilfl ry pp y, elevated tonke ar chamiCol odditivbs, or other 8 mirk-
<br /> services rank
<br /> sboveM.to he pieced ial conditions, or per Ian
<br /> National Standard Horse Threae outlets ane cast Iron caps. � P P
<br /> 2. BaekTll shall conform to SW. Plan 501. See Note 1 above springlire.
<br /> 3. All Flydranls14172"autlL4812-112'nutlar,vn[hfueiantpnxyaoaiedinwrrar. Nates: 5. 5rrifcient valves shall be provided to separate sprinkler, hydrant and domestic City Main V01vtr
<br /> 3. Topa on existing mains choll be made by the Contractor per Detail A whorl shown on the plana or Claw 960:Cim900:AV14WN:Jones 4040. systems.Additional main line valves may be required depending an the complexity
<br /> approrad by the Engineer. 1. Install extension stem when distance A. From valve raver to operating nut Is greeter than 12 feet; of the on-site system,
<br /> 4. Ler�tw CFL hf nyeralW pm'Inc hrllevnng: 3' max. nominal cover per Detail A.
<br /> 4. When service is installed with water service, terminate even with the water stub. 1S'buhindwWkwhereF_G.C_rOR.OW.dbler m7.0rmIam 6- Pre t.ee:and boakariological fasts per City of Lodi Construction SpeoiTaotiomb Detail B
<br /> 2S'behina F.O.C.vkrere F.O.C.WB.O.W.digtttnae is greaterthen 7.7 2. Flanged fittings shall be used where Innes ere to be extended at a later date or as shown on are required for on-lite systems unless waived by the Public Works Wractor.
<br /> 5. Where service crosses over WM, 4• min. clearance and special construction are required (Sae Neta 7) FbelindF.O.C.inplanters. l6e improvement plops. Operating nuts on flanged valves must be arranged per Detall B. Combined Fire/Domestic Service
<br /> 6. Where service crosses under WM with less than 12" clearance, 4-clearance and special construction pre 5. Irwlae guard posts where hydrants Ora i+slalled'n paved arses accessible b Imtic tx in 3. Concrete blacks may be used for valve and riser support; thrust blacks per Standard Plan 7 to Systems
<br /> approval rifter the Public c shallbe
<br /> e6 Director.
<br /> equipped with a pressure sustaining voNe
<br /> required. (See Note 7] planters where hydraw is less Than Y behind the curb a when dinged by the Cay. 4175- FM Hot Tap Valva support.refer to Detail C. L�
<br /> 7. al acnetruction: cerlter Ian th of on water main. Short stick claya not allowed. 0. For trench backli requirement,Sae Standard Plan 501.
<br /> When service constructed under g this condition See Nota 1 PrP 7. lAmae blue rbkdAlledive hydrant pavemarA markRf Per Std_plan 718. 4• Place Wsqueen around volves before placement of concrete supports.
<br /> Sheet 2 of 2 Sheat 1 of 2 Sheat 2 of 2
<br /> Dr. No Dote Revision A r. Approved By/J STD PLAN or JP No Gere Rev;sion Apurmmd By: STD PLAN 5. For trench backfill, see Standard ndard Plan 501. Srebt 1 of 2 Or. NO Date Revision A r Apdvetl $y�99 STD PLAN Dr. Ho to Revision A r. roved STD PLAN Dr. ICL No Dote Revision r. Ap rovetl STD PLAN / n
<br /> {!'J 1 943 ADJUSTED DIMENSION FROM PL dr. No Date Revision r- Ap rovetl 6y:,+ yy1 1 9 O3 REVISED F.D.C• LACATION 1 9 03 REVISED F.Q.C. LOCATION C J
<br /> Ch. WS 2 2164 REVISED AVK MODEL NUMBER "[�-`- ���•-l. t7td114 xr STD PLAN w5 #till /xL...de4,� 12 2R OD WS 2 2 04 EVISED TETAP. BLDw DFF VAL t� 2/12/04 ch.
<br /> -d-�+a'+ 12f28/t76 f LL 9 2165 ADDED NOTE i• �J Ch. J� /'.� / / �pry Ch. y{ �� f 9/25/02
<br /> Date art. L Date e..�s•-�ra.wa a..�.,...o� WS L� 4,: 5/28/OR l Dotg2 0 °°6 L Dat +••r Dat? 00 r.Y aa�
<br /> 1 h soaps 4 2168 AOJU&TED GUARD POST DEPTH sin,well web L e -
<br /> Date 7 OS s�a..r. akees O0k'
<br /> v l W
<br /> . -
<br /> CITY OF LOD CITY OF LOD 2 WATER SERVICE - � CTTY OF LODI 2"WATER SERVICE - ,TTY OF LORI 2"WATER SERVICE CITY OF LOT?I 2'WATER SERVICE e CITY OF LODI Reduced Pressure
<br /> Water Valve FOR 1-112 OR 2 METER FOR 1-1/2"OR 2" METER FOR 1-112"OR 2" METER FOR 1-112"OR 2a METER CITY Backflow Device U
<br /> PUBLIC WORKS DEPARTMENT Frame TSL Cover PUBLIC WORKS DEPARTMENT W1 RADIO READ PUBLIC WORKS DFRILI ENT MATERIAL LIST PI'6LICWt7RItSDEPARTI{FivT' MATERIAL LIST PUBLIC WORKS MATERIAL LIST PUBLIC W4R1t5 DEPARTMENT Assembly
<br /> LOCATE SERVICE I r WUTH CENTER BOX OVER VALVES. R.P. Danita
<br /> OR EAST OF LOTq FfTTING BASIC INLET C3IJTLET FITTING BASIC INLET (3UTLET FITTING SAS IC INLET OUTLET
<br /> SETBGH1[FTO1"ABOVEEXGROUND. 'SIZE MANUFACTURER'S NOS. lA] SIZE FEATURE CONNECTION CONNECTION MANUFACTURER'S NOS. tA) 812E FEATURE CONNECTION CONNECTION MANUFACTURERS NOS. Assembly
<br /> [A] FEATURE CONNECTION CONNECTION
<br /> See Note 3
<br /> METER READING LID,
<br /> q SIUEov (SEE ATTACHED MATERIALS LIST) SADDLLg 2" FOR C1-AC IPT ROCKWELL 313 SERVICE 2" C TS_PE 3406 200 PSI SDR9 SERVICE 2' ALL LIDS TO READ CHRIST/B36 L6&ate par Noke 7
<br /> A b [+�12' ❑ I&DUCTILE RON ITI>E ADAC tO] PIPE ASTM D-2737 BOX WATER A NAVE CHRISM 36.8-P001D0
<br /> [� SCH J30 PVC WITH TRACE WIRE•OR f� HOLES IN LICE FOR {PLUSH FIT FOOT TRAFFIC,GRASS FIs, aennactksn
<br /> DUCTILE IRON OTHER MANUFACTURER&WITH eAMILkR SCH 40 GIP ERT AREAS,LID MOUNTED LRTS ONLY) (2-Ae larger) er
<br /> _ ol!&GNS(S.IC Galvanized pipe y''a Thr. union
<br /> DOUBLE CHRISTY FLaeD(FO6T TRAFFIC.GRASS
<br /> A + STRAP SADDLE ANGLE 2" BALL VALVE VRTIA 2 CTS COW. V A.Y.MCOONALD 4AMS-22 AREAS,FLUSH FIT) & 21 each and
<br /> $TOP LOCKWJNG 2 HOLE METER OR APPROVED EQUAL.
<br /> Ll l-1 l + 13'FCH21-Y 12"SERV_ }III NO WSAVI E FLANGE CHRI5TY H38�1P 1 FrIVIL A T45t tacks 12"min, 'Max3t7
<br /> �.-r' � - '4• 1 T FOR 2`SERV. I STRAP SAnDLES 4� GHECI�R PUTE(DRn1EWAY5, See Nota 6
<br /> 13"MIH SIDEWALKS,LID MOUNTED ERTS ONLY)
<br /> Y BALL VALVE WITH 2"FNPT 2' A Y_MCDONALD 46046
<br /> 26•MIN y 5 R 7 g -' 20-MAX LOCKWING 2 HOLE METER OR APPROVED EOUAL. CHRISTY 61730 FULL VEHICULAR
<br /> SUPPORT BOX WITH SADDLES 2" FOR C90D IPT ROMAC 1015 FLANGE
<br /> TRAFFIC BLUC air
<br /> EXTENSION OR 1H"MIN PIPE M UELLER H1349 WRH 1 P THREAD CHRISTY Boo BOX GonCrete Pada
<br /> HRICKS ALL ARYSUND -
<br /> ON COMPACTED SUB- - a METER O Y2' BRONZE 2 HOLE FLG 2HGLE FLG J129 LIDCHRISTY TEEL PL G including
<br /> ed bow
<br /> GRADE(90%RC}& _ - - - CORP_STOP 2" BALL VALVE 2"IPT e CTS Corp A Y_MCDONALD 47"13 22 DR 2' IT LONG POR DADGER 126 oR 170 LID 1!4'STEEL PLATE pi cuco�r .aic Per including Eltww From City;
<br /> PLUG OPENINGS Wr 1-172"SERVICE (LID MOUNTED ERTS ONLY) P�Par P nor COnnEction an this side of
<br /> tt, CAP ❑2 OR APPROVED EQUAL 5EN$U&�SR45A Etdg. Dept. requirements assembly, see upplic¢ble Std. Plan
<br /> BRICK OR MORTAR. - - - ITLONG FOR CHRISTY H24%36 FULL VEHICULAR 403, 406 or 407 for datolls
<br /> MOLDED MkIE a 9 END 2'SERVICE HERSEY 562 OR 572 TRAFFIC BOJC
<br /> 13 3/4" 1 THREADEDADAPTOR - W1RUBHERWASHER Above Ground Installation O L-1
<br /> PE RISER OR&GHEDULE 96 PVC _ 90,PJ 2` T 2'F6RO L44T7W J
<br /> 12 3/4" 3 ELBOW PJ CTS PJ CTS m I- Q W
<br /> OR SCH 40 GIP x'MUELLER H•t552e W LTH
<br /> 12 MIN CORP.STOP 2' BALL VALVE 2"IPT 2'IDT A.Y.MCOONALO 31226 INSERT 0 Q U � Y J
<br /> 12,- 1 � OR APPROVED EQUAL n 0 M U LL
<br /> ANGLES ELBOW SERVICE COUPLING 1-1'r FLANGED METER 2HOLE FLG COMPRESSION ROCKWELL 929 METER
<br /> BY OTHERS © OR 2' COUPLING ADAPTER WITHOUT RING COUPLING TO C(]UPLING W ELBOW 2- 2• PVC
<br /> AS REO'D TO AVOID IY4 REBAR J6'LONGNotes.
<br /> KINKING PIPE. SS HOSE CLAMPS MALLEABLE IRON sGH.ria 11 1• It is the a o&t&mars responsibility t6 have
<br /> 2" NIPPLE the aseambly tbaked briar to aooepkanctr 12" min -
<br /> VVJV 14 SOLID 8 COATED antl annually by o State Certified SacMlow 12^ min
<br /> T• TWTHNN,THWNORMTW 111 Prevention Tester and report the result4 each endl-� FESS/0
<br /> SPOOL 1-112" PVC$f,H.Bp 2HGLE FLG PLAIN END S}112'LANG FOR 1 112'METET2 ERT N1A ENCODER RECEIVER WA WA ITRON 10a4V PR ERT W1 THROUGH THE
<br /> TRANSMITTER LIU MOUNTING KIT OR?"b FIRFRGLASS to the Public Werke Department. Al
<br /> gn 4'WW
<br /> BFLANGE OR 2' SHRQNZE FLG. © MOUNrING ROD 24"LONG MAY BE 2- Install guard posts where device is installed
<br /> L
<br /> FIE
<br /> eOVEWAsrEWATER `��
<br /> IIIUSED UPON APPROVAL OF PUBLIC in povad arbor oc.-Ibl. W traffic or in ,(
<br /> a" CUSTOMER 2' WbRK36EPT. side
<br /> BALL VALVE WITH 2"FNPT 7 A.Y.MCOONALD 46046 planters less than 3' bahind the curb or Teak soak h
<br /> LINE VALVE 2 HOLE METER OR APPROVED EQUAL. when directed by City. Cry
<br /> LOCKWING
<br /> FLANGE 3. FEBCO R25Y or approved equal, must be on 24" min � tr
<br /> 1B'MIN. ® ALL VALVES MUST HANDLE A.Y.MCDONAID 9120BS list of approved ftackf[ow Prevention
<br /> `I (2"`ATeQxi OR APPROVED EQUAL. Assemblies Dept. of Health Services. C62997
<br /> NOTES: AVE BRASS HANDL t
<br /> TRENCH SECTION 4- valve handles ma be chaired & Blocked Obstructions
<br /> r P" EXP. 6-30-20
<br /> CU&TOMER 2" PVC SCH.64 PLAIN ENO PLAIN ENO IPS PVC SCHEDULE 80 PER for security. ,tr
<br /> 1- MAINTAIN 24-CLEARANCE BETWEEN TAP AND ANY CCQUPLING,FITTING STUB UNIFORM PLUMBING CODE
<br /> 1 1/2' OR ADJACENT TAP_PLASTIC SERVICES SHALL BE INSTALLED WITH (SAME SIZE AS SERVICE PIPET 5. This plan for darn estic service only. Clearance requirements LP ` Q
<br /> SLACK IN THE LINE.IF THE SERVICE 19 MJSTALLED IN THE SAME ® =1111-111111.1f
<br /> esign f6r firs servi6e applications to have C IV"l`
<br /> oire Mal of Public Warks biraatar and q
<br /> TRENCH SANITARY SERVICE,AND
<br /> Plan T-/ F of CA`\
<br /> Section A-A Fire Marsnal-
<br /> Note9: INSTALLED WITHOUT SPLICES ANO THE TRENCH SECTk7N SHOWN APPLIES:
<br /> 1. Frame - Wt 85 Lbs. 4. Castings shall be dipped in black, biturninoot paint, 2- S.S.LINERS REQUIRED ONPE PIPE FITTINGS_ 6. Provide drainage (with air qop) for pressure
<br /> 2. Cover - Wt 40 Lba. 5. Frame and corer must be H-20 wheal loading rated. 3- BACKFILL SHALL CONFOM TO STD PLAN 501. relief discharge,
<br /> A.ALTERNATE FIRINGS MUST BE APPROVED BY THE CITY ENGINEER. 7- Locoke aseembly immediately dawn stream
<br /> 3. Material - Cast Iron 4- ALL FITTINGS MUST COMPLY WITH THE LATE57 STATE OF CALIFORNVI 140 LEAD REQUIREMENTS_ SHEET 1 OF 4 SHEET 2 DF 4 SHEET 3 01`4 SHEET 4 OF 4 of service bux-
<br /> Or. No ate evision A Approvetl STC FL°.N Dr. No Dete Revision A Approved By. STD PLAN Dr. N Oa[e RErigion Approved By: STD PLAN Dr. N Dace Revision _ Approved By: STD PLAN Dr. KT N Dans Revision _ wad 113y: STD PL�4Fl Dr. Kt No Dote Revision r. Ap roved ByY1 STD PAN
<br /> ,f 1 9(03 ADDED END CAP 1 9h73 ADDED ENO CAP 1 97133 ADDED END CAP 1 943 ADDED END CAP SHEET
<br /> Ch. piny :j�� L,.{L Ch. yVR 2 2fOd REVISED PAGE4 " Cn 2 2AM REVISED PACE u� //x Gr WS 2 7704 REVISEDPAGE 4 Jy J� �] cn• 2 2KW ADDED PVC 90 ELBOW y rJy WS •�
<br /> Date So,l.2g/ r O D 3 2105 REVERSED TRENCH SECTION �",T ,)R ,n,r�"m..•�,,,+� � D" WS 3 2h75 REVISED PACE ,.,w,"„,;" _,,,,, ,w,,,w,d„ 41L Die 3 2N5 REVISED PAO-I r,'�" " _v�p, ,�,,,"� 'T1L Die 3 2(05 REVISED PAGEI r,� ...�' v,P, �` Date 12/2$/UO +E
<br /> 7 013 x• sues A 8110 REVISEDPERAB1953REO'S. 'w=w'�s:ua� 4 V10 REVISED PER AS 7953 REQS. ra'ErOsaaer"' 4 13!10 REVISEDPERA61453RE0'S. E1ro-' 1 1�0 4 SA0 REVISED PER AB1953REQS. �r"ro'-'r°I� 12 00 �h �S Eek' V NUMBER
<br />
|