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8" R.P. Device Assembly -See Note 2 <br />1" Apco air relief �8" Water Valve <br />Flg. connection <br />Ductile Iron Pip <br />Test cocks 12" Min, 30" Max. <br />See Note 6 <br />Thrust blocks per Std. Plan 405 <br />to customer, ►-- from City; <br />Pipe, cover, ABOVE GROUND INSTALLATION <br />NM: (N.T.S.) <br />1. It is the customers responsibilty to have the assembly tested annually <br />by a State certified backflow prevention tester and report the results <br />to the Public Works Department. <br />2. FEBCO 825 or approved equal. Submit literature prior to ordering. <br />3. Valve handles may be chained & padlocked for security. <br />4. This plan for domestic service only. Design for fire service applications to <br />have approval of Public Works Director and Fire Marshall., <br />5. Provide drainage (with air gap) for pressure relief discharge. <br />6. Locate assembly immediately down stream of service box. <br />7. Wrap the backflow device with insulation to the satisfaction of the Owner. <br />REDUCED PRESSURE BACKFLOW DEVICE ASSEMBLY <br />See City of Lodi Std. Plan 413 <br />(No Scale) <br />Pond <br />side <br />— <br />xxxxxx x— <br />�Fence Line <br />PLAN <br />(N.T.S.) <br />� U <br />See Detail, above all through Bldg. Floor 3 <br />I Chlorinator line <br />Inv <br />Gly .26.0 <br />ofi00, <br />S 1 " <br />8"W o /2 min. Control Conduit <br />m <br />A -6'x6' concrete vault with "Sensus' <br />8" Compact Fireline Service Assembly. <br />Both meters are to have "Touch Read <br />Pads" in lid. Readings are to be in MECHANICAL EQUIPMENT SCHEMATIC <br />cubic feet. <br />(No Scale) <br />90° Bend <br />Plugged Tee <br />Minimum Thrust Block Bearing Areas <br />In Square Feet <br />Pipe Size <br />90' <br />45' <br />221/2' <br />oe aeod1 <br />6" <br />3 <br />1 2 <br />2 <br />2 <br />B" <br />413 <br />3 <br />10" <br />m <br />------ -- - <br />4 <br />12" <br />----_--- <br />6 <br />14" <br />(SEE SHEET 000DO15) <br />_ �___ --__�_ __� ___ <br />__ <br />8 <br />Tee <br />45' or 222 <br />Horizontal Bend <br />No thrusting on cross except wher <br />e ds are plugg d. <br />\. <br />Vertical Bend <br />Cross <br />Fitting <br />_ Collar <br />'Cap <br />Blow off <br /># 4 Reinforcing Bar <br />Notes: <br />1. Concrete shall be 2000 PSI minimum at 28 days. <br />2. Thrust blocks shall be placed against undisturbed earth. <br />3. All fittings shall be supported in concrete. <br />Thrust Block Requirements <br />City of Lodi Std. Plan 405 <br />REVISIONS <br />• <br />Finish Grade <br />W-6" <br />Concrete Slab <br />CHLORINATOR—EAST VIEW <br />(No Scale) <br />= Model ECS -F "Bevco" Fiberglass shelter <br />Containing: <br />1. "Sensus" Model 1107D Accumulator (wall mounted) for chlorine pump control. <br />2. Wallace & Tierne Premia 75 chemical metering pump, Model MEM2, complete <br />with suction and discharge tubing, foot valve assembly and degassing head. <br />3. Model 0741 Corporation Stop and Nozzle assembly. <br />4. 55 gallon chemical tank for liquid chlorite, with cover. <br />5. Shelving and mise, electrical wiring, as necessary. <br />6. HCATER AND FAN, <br />M <br />100 Meter Main <br />I I <br />Ground I Main 100A IP <br />I <br />r 2 CKT Panel 120/240 <br />20A 1P ) 20A 1P <br />to pump I I to lighting <br />L — — — — — — — — <br />� <br />ELECTRICAL SCHEMATIC <br />Conduit & conductor sizes per applicable codes. <br />FEBCO Model 825 Reduced Pressure <br />Backflow Prevention Device. <br />Source Line -1� <br />r -Finish Concrete <br />DOMESTIC WATER DETAIL <br />(No Scale) <br />DATE BY DRAWN B.A.D. I DESIGN T.P. <br />HOR 111 _201 <br />VERT 111 -21 <br />AS BUILT <br />9928 <br />H <br />" Galy. <br />— - 34 <br />Iron Pipe <br />LOWER <br />SACRAMENTO <br />Source Line -1� <br />r -Finish Concrete <br />DOMESTIC WATER DETAIL <br />(No Scale) <br />DATE BY DRAWN B.A.D. I DESIGN T.P. <br />HOR 111 _201 <br />VERT 111 -21 <br />AS BUILT <br />9928 <br />H <br />% " Hose Bib - <br />— - 34 <br />LOWER <br />SACRAMENTO <br />ROAD <br />_ -- _—_ <br />m <br />------ -- - <br />34 <br />----_--- <br />(SEE SHEET 000DO15) <br />_ �___ --__�_ __� ___ <br />__ <br />__�._____ <br />32 <br />32 _� <br />___ _— <br />-� _ �_ <br />—_ _--- __ <br />-__—_r__®__ <br />30 <br />Galy Coupling <br />EXIST GROUND AT CENTERLINE30 <br />mcrete Slab. <br />28 <br />28 <br />COURT <br />XZ <br />EQUIPMENT SCHEMATIC <br />_ <br />FOR ADDITIONAL INVERT: <br />20' <br />1=20' <br />�/ <br />INSTALL APPROX. 4BLF- <br />26.`___ <br />INSTALL 76 LF CL. 150 8"W <br />6:DUCTHE IRON PIPE <br />i �`I `� lu C_?. SD <br />w a <br />26 <br />T <br />0,0066 <br />7'4 " P.V.C. <br />' <br />o INSTALL &MAINTAIN CITY OF LODI <br />O o <br />_ o <br />\\ <br />\ <br />INSTALL 69 LF 8 W 5=0.00 <br />° <br />oo B.O. PER STD PLAN 409, UNTIL ACCEPTED <br />\\ <br />\ <br />CL 200 WATER AT SD XING <br />+ o <br />CL. 150, EXCEPT UNDER SD <br />on <br />24 <br />\� <br />� o <br />_ <br />24 <br />_ __. <br />'0 <br />\ >--- <br />-------- <br />--------- <br />L-� ---- <br />22 ______ <br />_-----____--� <br />_------�___ _ _____ _� ____ <br />— <br />_-____ _ <br />z ___e______ _ ____________ �___—_-- <br />o <br />--_____--_--__-- _ _ ------ <br />_ --- 22 <br />3100— <br />3 Lots East <br />t 31+87 LOWER SACRAMENTO ROAD <br />— <br />Z <br />�_� <br />- <br />-- <br />-� 20 <br />20 — -- <br />- _ — _ __—� <br />v _ <br />_ _ _ <br />-- 32--00 <br />31--00 <br />30 <br />00 <br />% " Hose Bib - <br />LOWER <br />SACRAMENTO <br />ROAD <br />m <br />(SEE SHEET 000DO15) <br />G.I.P. <br />Galy Coupling <br />mcrete Slab. <br />KRISTEN <br />COURT <br />XZ <br />20' <br />1=20' <br />�/ <br />& Elbow <br />w a <br />7'4 " P.V.C. <br />' <br />o INSTALL &MAINTAIN CITY OF LODI <br />O o <br />from service <br />\\ <br />\ <br />CENTER FULL JOINT OF <br />° <br />oo B.O. PER STD PLAN 409, UNTIL ACCEPTED <br />\\ <br />\ <br />CL 200 WATER AT SD XING <br />+ o <br />HOSE <br />BIB DETAIL <br />\� <br />� o <br />(No Scale) <br />vim` <br />_ ��\ <br />_ __. <br />'0 <br />\ >--- <br />-------- <br />--------- <br />L-� ---- <br />Ext G.I. / <br />Next Valve <br />—� <br />t 31+87 KRISTEN COURT= <br />_ <br />3100— <br />3 Lots East <br />t 31+87 LOWER SACRAMENTO ROAD <br />— <br />NOTE: ALL VALVES ARE 10" UNLESS NOTED OTHERWISE, <br />PREPARED IN THE OFFICE OF: <br />BAUMBACH & PIAllA IN <br />CIVIL ENGINEERS <br />323 WEST ELM STREET <br />LODI, CALIFORNIA 95240 <br />DESIGNED UNDER THE SUPERVISION OF: <br />RCE <br />31+65 6'x6' METER BO _ /THLINDRUST <br />FLA NG �% 4"x8" REDUCER <br />°- X /THRUST BLOCK .���' <br />8" TEE 3-8" WATER VALVES <br />10"x8°x10" T E 8" WATER VALVE <br />W/BLIND FLANGE — — — — TV <br />31+07 INSTALL FH ASSEMBLY — _ _ — _ — — _ — _ \ & 4"x8 REDUCERPER STD PLAN 401 <br />I / <br />2' SPOOL` 5' SPOOL <br />0 <br />o � ¢ <br />INSTALL DOUBLE 3 FOOT' MAN GATE �� w <br />WITH METAL FRAME & DROP PIN, TO z x <br />MATCH FENCE. PROVIDE 1 FT. SQUARE ¢ a a s <br />(METAL FRAME) OPENING IN EACH GATE d F m HARTLE 1V <br />LN. <br />FOR CHAIN. CHAIN SHALL BE LARGE ENOUGH � z <br />FOR CITY & COUNTY TO DOUBLE PADLOCK a n <br />GATE. "x The existing water lines in Sunnyside Estates are asbestos cement pipe. <br />INSTALL BACTERIOLOGICAL SAMPLING DRAINAGE d All work on asbestos cement pipe shall conform to all State and Federal <br />TAP PER S.J. CO. STD PLANS PONDregulations. The disposal of asbestos cement pipe shall be in a Class 2 <br />W -6a, 6b, & 6c. <br />landfill in accordance with State and Federal regulations. <br />The Contractor may remove full joints of pipe or use other methods of <br />'ADJUST FOR METER BOX WIDTH construction to minimize construction hazards. Alternate methods of <br />construction as subject to the approval of the Engineer. <br />DEPARTMENT <br />F PUBLLCe WORKS PLAN SET SUNNYSIDE ESTATES WATERLINE THRU 000DO15 <br />APPROVED, <br />MANUEL <br />DATE: <br />RCE NO. 26054 <br />EXP. DATE: 3/31/02 <br />uto <br />CITY OF LODI PUBLIC WORKS DEPARTMENT <br />SUBDIVISION IMPROVEMENTS <br />KRISTEN COURT <br />(LOCATION) <br />000D01F <br />