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A WN,an, <br />PROP, 1j' REDUCED <br />® _ PRESSURE BACKFLOW <br />PREVENTER, <br />SEE IRRIGATION PLANS <br />FOR CONTINUATION �, 2 <br />O PROP, x1� RCER <br />N.T.S. <br />INDEPENDENT CONC. SLAB <br />MANUFACTURE S "STANDARDS <br />SERVICE, UNE TO ,BE <br />AEOOE I4.INQ A <br />PQLYETHELENE SERVICE . LINE DR O (PE <br />MiNIMI %1 OF:: f'i' A11 <br />) TA `PSI,. RATED COMF .DING <br />°DIRE!.0i*S, WtilE ` NOT <br />T0. A W4WA Or, 'OR TYPE "K" SOFT <br />IN CA-SING. <br />COPPER (F'�ARE =TYPE - ONLY), IF TYPE "K" <br />UNISTRUT & <br />".AFT CQRPEI; ISEO, (CASING TO. f3E <br />CORMATION STOP TO `13E <br />SCHECULE` 80 PVC.) ' <br />NEW `OR .EXISTING MUE ORISEAL 110:OR <br />co <br />WATER MAIN APO -100 9U." PER <br />1. CASING TO BE GALVANIZED, BLACK IRON OR SCHEDULE <br />SPECIk"iCATIONS DIRECT TAP TO <br />80 <br />BE UT :IZED fflR IRQN WATER <br />2. CASING PIPE TO BE 2 "; I.D. FOR .1" SERVICE, 3" I.D. FOR <br />MAINVOF 8" AND LARGER. <br />2" SE-MA <br />3. CASING: TO E,KTEND A MINIMUM OF 2 FEET BEYOND <br />* USE TAPPING SADDLE (ALL STAit!ILfSS <br />EDGE:OF PAVEMENT. <br />4. CASING TO BE:.SEALED SAT BOTH ENDS <br />STEEL OR EPDXY -COATED DUCTILE, IRON <br />W /STAINLESS: STEEL STRAPS) FOR:. <br />W%POL�fUUftETHENE EXPANDABLE FOAM OR;Et?UAL. <br />1. IRON WATER _MAINS OF 6" OR SMALLER. <br />5. CASING TO. BE SOLID AT JOINTS -NO OPEN JOINTS <br />2. A C WATER WINS: <br />UNDER" STREET. <br />3. PVC. WATER MALNS. <br />PREVENTOR <br />THELENE ;SERVICE LINE TO;:BE CONTINUOUS FROM CdO2PORATION STOP TO METER, NO COUPLINGS ARE <br />PERMITTED,,, <br />& FITTINGS ONLY <br />2. KINKED OR CRIMPED PIPE AND OR.. TYPING SHALL BE REJECTED.: <br />3. SERVICE LINES SHALL BE 3' C011ER_ IN STATE D:O.T. RIGHTS -OF -WAY CONTINUOUSLY. TO METER BOX (SEE` <br />DETAIL. No WM :1 A), <br />THREADED BRASS OR <br />4. SERVICES SHALL HAVE 2' `COVER ` >IN TRAFFIC AREA AND 18" <br />COVER IN NON- TRAFFIC AREA :(CITY OF N.M:B. <br />& MIAMI -DADS CITY RIGHTS, WA's. <br />WELDED COPPER PIPE <br />5. WRAP NON - METALLIC SERVICE LINE IMTH 10 GAUGE COPPER <br />WIRE OR METAWMIC DETECTOR TAPE. <br />N.T.S. <br />INDEPENDENT CONC. SLAB <br />e e <br />�� (SEE NOTE #1) <br />W /I2 "E. . <br />r <br />1 <br />a: <br />, <br />WATER:: 'METER <br />AMIL <br />MIPxCOMPRESSION 2" <br />UNISTRUT & <br />o <br />w <br />57: : BRASS NIPPLE <br />COPPER CLAMP <br />co <br />S.S. INSERT STIFFENER <br />(BY CONTRACTOR) <br />FOR PIPE <br />m <br />`'.'. <br />Tn <br />SUPPORT (AS <br />L, <br />c-4 <br />NEEDED) <br />'' N <br />.. <br />THREADED BRASS. OR <br />11� <br />WELDED `COPP.ER PIPE <br />PREVENTOR <br />& FITTINGS ONLY <br />_ <br />, <br />„' <br />THREADED BRASS OR <br />6" THICK.CONCRETE SLAB TO <br />EXTEND 24" ON 'BOTH SIDES & 12" <br />WELDED COPPER PIPE <br />ON ` BOTH ENDS OF ASSEMBLY <br />4'" TO 2 REDUCEHD% PRMURE BACKFLOW ASSEMBLY INSTALLATION <br />N.T.S. <br />1. METER BOX SHALL BE SURROUNDED BY A 5' X 5' SQUARE POURED .CONCRETE SLAB. <br />2. ALL MATERIALS TO BE SUPPLIED BY CONTRACTOR EXCEPT METER AND COMPRESSION LOK —PAK <br />(2), AS NOTED. <br />3, USE 5" BRASS NIPPLES (2) FOR 2" METER`' INSTALLATION; 2" X 1 1/2" REDUCING BUSHING <br />& BRASS NIPPLE(2) FOR 1 1/2" METER INSTALLATION. <br />4. EXCEPT IN D.O.T. STATE ROAD, MIN. 36 ". <br />5. NIPPLES TO BE INSTALLED PER MFG`R RECOMMENDATIONS. ON COMPRESSION LOK —PAKS. NOTE <br />1 1/2" SLIDE CLEARANCE. <br />TYPICAL 1 1/2 ff. AND 2" <br />SERVICE AND METE1 INSTALLATION <br />N.T.S. <br />NOTE: All work shall be performed within the Ilmits of existing state / local right of way, and all Improvements shall be con*jcted and Installed wHhin said llmits, <br />IjI�:1 I��Irca it 1po� f�l��ertrr <br />E:fi�� "Ts4,x'�T.pd A <br />LIDS AssociatesC <br />THIS DRAWING IS THE <br />LWS..ASSOCIATES UNLEE <br />IGHT <br />01s: p;rafe:0 number: <br />2O,Q;822 <br />s h e e t <br />IR�RI�.AT1� <br />SERVICE <br />r e v i s I o n s <br />.106-15-061 <br />issued for: <br />PERMIT <br />issue date: <br />Os -20-Oa <br />drawn by. approved by: <br />scale: <br />s e o I <br />OLIWRIO SANCHEZ <br />P.E. No. 44771 <br />s e e t number <br />GI <br />s <br />e e <br />t: <br />1 <br />of <br />3 <br />MIPxCOMPRESSION 2" <br />T, <br />57: : BRASS NIPPLE <br />S.S. INSERT STIFFENER <br />(BY CONTRACTOR) <br />L <br />N OTE #) (BY CONTI�ACTORj ' <br />TO BACKFLOW <br />.. <br />PREVENTOR <br />_ <br />, <br />„' <br />FLOW <br />L <br />POLYMER <br />24" <br />:, k, <br />POLYMER .CONCRETE <br />CONCRETE VAULT <br />LOK -PAK METER COUPLING & <br />VAULT & COVER BY CDR <br />SYSTEMS #WA 02 <br />& COVER BY CDR <br />GASKET SUPPLIEfl `BY CNMB . . <br />( ) <br />' <br />2436 18 OR APPROVED <br />SYSTEMS #WA 02 <br />EQUAL (SUPPLIED BY <br />2436 -18 OR <br />APPROVED EQUAL <br />ks... <br />: ' <br />CONTRACTOR) <br />(BY CONTRACTOR) <br />POUR MIN. 6.1:/2 DEPTH <br />TOP OF METER BOX 5" BRASS-:N1 PPLE (2) <br />OF CONCRETE -0 EXTEND <br />MUST MATCH. FINISHED (SEE NOTE 43) (BY 2 "MIN.Tfl <br />4 "MAX, <br />6 "'ALL AROUND METER <br />GRADE ALEVATION CONTRACTOR)' ` <br />BOX <br />6 1/2" <br />1 t /2" MIN: C.N.- <br />�: • METER (BY <br />`B;) <br />" <br />13 TO <br />" <br />10 t <br />�� <br />SLIDE CLEA12A1JCE SLIDE C <br />" <br />� /2 :. 1 /2' <br />CE 4 ' <br />`` - <br />+' <br />18 <br />FOR COUNTY do CITY <br />" R1GHT -OF -WAY' MIN. COVER <br />OF 24" IN TRAFFIC AREAS, <br />SECTION <br />I ? <br />MIN. ` COVER OF 18" IN <br />NON- TRAFFIC AREAS (ALSO <br />TO BACKFLOW <br />SEE NOTE #4) <br />PREVENTOR <br />L LOK —PAK METER` COUPLING & <br />(BY OTHERS) <br />GASKET (SUPPLIED BY CNMB) <br />COUPLING (BY <br />2" BALL VALVE CURB STOP <br />CONTRACTOR) <br />(FORD) # 811 -777 (SUPPLIED <br />BY CONTRACTOR) <br />2" BALL VALVE CURB <br />STOP (FORD) # <br />2" MIP X COMPRESSION WITH <br />811 -777 (SUPPLIED <br />2" S.S.. INSERT= STIFFENER (BY <br />BY CONTRACTOR) <br />CONTRACTOR) <br />2" POLYE'THELENE AWWA C -901 OR TYPE "K" SOFT <br />COPPER (FLARE -TYPE ONLY) SERVICE TO MAIN <br />(BY <br />CONTRACTOR) ADD'L. FITTING MAY BE REQUIRED TO <br />MEET FIELD CONDITIONS <br />1. METER BOX SHALL BE SURROUNDED BY A 5' X 5' SQUARE POURED .CONCRETE SLAB. <br />2. ALL MATERIALS TO BE SUPPLIED BY CONTRACTOR EXCEPT METER AND COMPRESSION LOK —PAK <br />(2), AS NOTED. <br />3, USE 5" BRASS NIPPLES (2) FOR 2" METER`' INSTALLATION; 2" X 1 1/2" REDUCING BUSHING <br />& BRASS NIPPLE(2) FOR 1 1/2" METER INSTALLATION. <br />4. EXCEPT IN D.O.T. STATE ROAD, MIN. 36 ". <br />5. NIPPLES TO BE INSTALLED PER MFG`R RECOMMENDATIONS. ON COMPRESSION LOK —PAKS. NOTE <br />1 1/2" SLIDE CLEARANCE. <br />TYPICAL 1 1/2 ff. AND 2" <br />SERVICE AND METE1 INSTALLATION <br />N.T.S. <br />NOTE: All work shall be performed within the Ilmits of existing state / local right of way, and all Improvements shall be con*jcted and Installed wHhin said llmits, <br />IjI�:1 I��Irca it 1po� f�l��ertrr <br />E:fi�� "Ts4,x'�T.pd A <br />LIDS AssociatesC <br />THIS DRAWING IS THE <br />LWS..ASSOCIATES UNLEE <br />IGHT <br />01s: p;rafe:0 number: <br />2O,Q;822 <br />s h e e t <br />IR�RI�.AT1� <br />SERVICE <br />r e v i s I o n s <br />.106-15-061 <br />issued for: <br />PERMIT <br />issue date: <br />Os -20-Oa <br />drawn by. approved by: <br />scale: <br />s e o I <br />OLIWRIO SANCHEZ <br />P.E. No. 44771 <br />s e e t number <br />GI <br />s <br />e e <br />t: <br />1 <br />of <br />3 <br />1 <br />i <br />