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8" R.P. Device Assembly -See Note 2 1" Apco air relief �8" Water Valve Fig. connection Pond Ductile Iron Pip G U w Test cocks 12" Min, 34" Max. . See Note 6 _ o 011m. N i I Ind Thrust blocks per Std. Plan 405 to customer, -a , , `7-� from City Test cock pipe, cover, side w ABOVE GROUND INSTALLATION NM: (N.T.S.) 1. It is the customers responsibilty to have the assembly tested annually ❑ ��pS by a State certified backflow prevention tester and report the results -x—x —x—x —x — x x- �❑ to the Public Works Department. Fence Line 2. FEBCO 825 or approved equal. Submit literature prior to ordering. PLAN ` 3. Valve handles may be chained &padlocked for security. t Finish Grade 4. This plan for domestic service only, Design for fire service applications to (N.T.S.) 1�:.:-,.° ; _ have approval of Public Works Director and Fire Marshall.. 5. Provide drainage (with air gap) for pressure relief discharge. 6. Locate assembly immediately down stream of service box. 6"-6"x4'-6"x6" Concrete Slab 7. Wrap the backflow device with insulation to the satisfaction of the owner. CHLORINATOR —EAST VIEW REDUCED PRESSURE BACKPLOW DEVICE ASSEMBLY See City of Lodi Std. Plan 413 (No Scale) (No Scale) '- I 1 99 Bend !i �• f I ! -I 1 Plugeed Tee Minimum Thrust Block Bearing Areas In Square Feet Pipe Size! 90' 45' 22 1/2 6„ 3 2 2 2 8" 4 3 2 3 10" 6 4 3 4 12" 8 5 3 6 14" 12 7 4 8 1 7 T ga=apq °--,, b --� ;�g 8**'--See Detail, above r fF /\. J YY •G all through Bldg. Floor Chlorinator Line = Model ECS-F "Bevco' Fiberglass shelter Containing: 1. "Sensus" Model 11071) Accumulator (wall mounted) for chlorine pump control. 2. Wallace & Tierne Premia 75 chemical metering pump, Model MEM2, complete ._._-_....................._-........-_.._.._.._._.........__...._..._._.._._.._._.._._._..._.._._._.._._._..�...�..-.�..--..--.�..�-- -. �...-. ._ —r ...._..._.-..--^___----^-_.............-....._.........._..--_-..._-..._..__.._._._.._._.._._.._._......----------------_.__-_-_-_..Y_.._..._W_.._.__.___.._._.._._�----r.,- 34 32 34 32 30 \ _ _ - -._- \�__. _- - �m''rr>s--err-,rr _ _- _ - _T__.� _ ___ �- _ 30 26 INSTA U. 7P ...r ""'G'f3TiTVif6'1CT'f" �`f'TITiTli1A`TTf" INSTALL 69 LF 8"W S=0.00 CL. 150, EXCEPT UNDER SD 20 24 22 22 ___4__ ---_— _- -- -- _— ___ \T__ _—_________— _ min. Control Conduit with suction and discharge tubing, foot valve assembly and degassing head. 3. Model 0741 Corporation Stop and Nozzle assembly. = 6'x6' concrete vault with "Sensus" 4. 55 gallon chemical tank for liquid chlorite, with cover. 20 8" Compact Fireline Service Assembly, 5. Shelving and misc. electrical wiring, as necessary. Both meters are to have "Touch Read G-HEATER AND FAN. Pads" in lid. Readings are to be in MECHANICAL EQUIPMENT SCHEMATIC cubic feet. (No Scale) Tee 45' or 222' .. Horizontal Bend No thrusting on cross except when e ds are plugg �d. 7 i Cross 1 Vertical Bend — Fitting Tapped .Cap i- ��I"�"i,l Blow off 4 Reinforcing Bar Notes: 1- Concrete shall be 2000 PSI minimum at 28 days. 2. Thrust blocks shall be placed against undisturbed earth. 3. All fittings shall be supported in concrete. Thrust Bloch Requirements City of Lodi Std. Plan 405 PROfE 4 * 4 3 � IFOR� A 9D 99281URS.DWG NO. REVISIONS Overhead Service M �-------� 100 Meter Main I Ground I Main 140A 2P ♦ 1 2 CKT Panel 120/240 20A I 20A 1P I I to pump to lighting I L — — — — — — — — — — — J ELECTRICAL SCHEMATIC Conduit & conductor sizes per applicable codes. FEBCO Model 825 Reduced Pressure Backflow Prevention Device. mm Finish Concrete —23/4 » Galy. -- Iran Pipe y Source Line - 1 DOMESTIC WATER DETAIL (No Scale) DATE BY DRAWN B.A.D. DESIGN T.P. HOR 1 = 20' VERT 1 AS BUILT JOB NUMBER 9928 �e Y4 " Hose Bibb � b % Galv. Coupling Concrete Slab �4 G.1-P- & Elbow -I .�4 ' P.V.C. from service HOSE BIB DETAIL (No Scale) 32-00 LOWER SACRAMENTO ROAD (SEE SHEET 000DO15) j 29- 47 S ;�a —zO... ........ ....... 20 31 00 VPNT-P1\T PniTPT 30-00 � o.as.s a 11 z i 2O ' 1=20' l •` W F 1 � I `�1 � x ,O � INSTALL &MAINTAIN CITY OF LODI x CENTER FULL JOINT OF °" oa B.O. PER STD PLAN 409, UNTIL ACCEPTED \ CL 200 WATER AT SD XING + + 0 o L—— - - g1_ lelp "-----------------� —A-�`— —=`--w-A-�= '- x2" G.I — — Next Valve ON t 31+87 KRISTEN COURT= - - 31 no 3 Lots East t 31+87 LOWER SACRAMENTO ROADS a - -- - - - -- - - D NOTE: ALL VALVES ARE 10" UNLESS NOTED OTHERWISE. REC0FkD.[)F(A\N1NG Corrections BY �--'_— No Changes By.� Date l his Dra�Niract4 ._..: � cR �er;~fy IP4�'°' Any Person usinca to pecting Tl Veit Ali information BY A'C� PREPARED IN THE OFFICE OF: BA UMBA CIS & PIAllA. INC. ),� CIVIL ENGINEERS 323 WEST ELM STREET LODI, CALIFORNIA 95240 �'�DESIGNED UNDER THE SUPERVISION OF: RCE LIVID FLANG`,� f1. u-� - 31+65 6'x6' METER BOX THRUST BLOCIt 4"x8" REDUCER 10" x8" x 10" Th " - " I 8" TEE 3- 8" WATER VALVES " 8 WATER VALVE I � �-z.. W/BLIND FLANGE - - - - - - Tv - - 31+07 INSTALL FH ASSEMBLY r - - - - - - — - - - - = 4"x8" REDUCER l -_ PER STD PLAN 401 - SPOOL' SPOOL 5' L �Q ' �o _ I Cry U >, f \ CA `� III III INSTALL DOUBLE 3 FOOT* MAN GATEr1 WITH METAL FRAME & DROP PIN, TO MATCH FENCE. PROVIDE 1 FT. SQUARE � (METAL FRAME) OPENING IN EACH GATE - e� F s FOR CHAIN. CHAIN SHALL BE LARGE ENOUGH 3 HARTLEY LN. FOR CITY & COUNTY TO DOUBLE PADLOCK C4 o q G; I GATE. INSTALL BACTERIOLOGICAL SAMPLING � The existing water lines in Sunnyside Estates are asbestos cement pipe. TAP PER S.J. CO. STD PLANS DRAINAGE R All work on asbestos cement pipe shall conform to all State and Federal W-fia, 6b, & 6c. FOND . regulations. The disposal of asbestos cement pipe shall be in a Class 2 landfill in accordance with State and Federal regulations. *ADJUST FOR METER BOX WIDTH r The Contractor may remove full joints of pipe or use other methods of construction to minimize construction hazards. Alternate methods of construction as subject to the approval of the Engineer. COUNTY OF SAN 3LdCJOAQUIN SUNNYSIDE ESTATES WATERLINE THRU 000DO i5 DEPARTMENT OF PUBLIC WORKS APPROVED; CITY OF LODI SUBDIVISION IMPROVEMENTS PRINT DATE DATE: COURT rrnT � 9trF0g�ti4 PUBLIC WORKS DEPARTMENT KRISTEN CO V ELT DRAWING NO. 28054 - � � �n MANUEL LOPEZ, DIRECTOR OF PUBLIC WORKS EXP, DATE: 3/31/02 {LOCATION} L 015,*/ G-1183