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Home My WebLink AboutS-348201o� 00 I1 5' WOOD FENCE 13 Noc S MH RI =421.54 i Do � / , �� III I I to In i IE B kN =40&24 LI o I� I I_i / IE 8 N= 408,14 I I� z I I � �= �, [ / IE 5408.c f I i .h ° P SDMH 421.Oi RIIVI= - �\ IE 36 „ W =415.71 / 20} mm UNABLE i \ l ® 44 Tip MEASURE -. t IE 12 E 0 p # x a. �I - x I IE ,R -4i 60 IE t ..._ - 420 §31f } t - 5i s a' �d 411 °�4 � l -- .m.. 3P t - - _ - - _ - � UP, � UP ,M IE 8 E..- .411.4' q •- � - .� - _..� -,= �: � ® c� \ \ 1 S Sig° w - ._. - I� RI .�. ey _ - W - - _...:...w., M 420.2 'f N 87 43 32 W ,� , .,�• �.:� � � � �... _ _8 I WATE �. .. � -..�� _ f T I IC-L. - 2A 4 5. t cn r € 497 __ H ,CY I 67 SP E6 r I � 4,54 �� W W I e I CB w 1 _ 35 1 .20 n I B RI�i 419..9. -�,., � (42 i 0 2 _ > 36 D � 12 �. ��E IP GA S PIPE I 8�J `2 1E 12" E= 415.71 � � _ _ \ 1 � ,-- , , ._. WATER ��\LITY TANK _ 1 - . . ®B I i ' • ..tee - �'... �� '. IR U V,'4 B { VBCtX 62.51 1_ .... IE 12 rI ,76 I P I SET REBAR /CAP LS 6422 4V� 1.2'N 53.65 l I I z' EXIST. W ATER FENCE 0.8 W, IE 12 f£_ 51 METER SETTER X # 1 LS 6422 2" I S T REBAR CAP p, z i I I I I i I I I P I 1 I I 4 ' CHAINLINK FENCE (419)- o IE 1� IRO 1&w I 1 II /, I / \ LLJ 4D ,f / \ I I zl� 4 xl WATER SERVICE Ir? N \ / I cx� moo I I I PER COR PLAN B106 6 WOOD & LATTICE FENCE I I " m `r \ ( Iz w Q caw BY CITY ;-- •- i I w m z cr ( I 3 I w N 41 T---,,g. 94 SF 1 SF .E 1 �. RC 8. , t 5 0 460 LL 0 5 i wcn 9 f LLI I ° W { [ I MIN. CRAWL SPACE z ( MIN. CRAWL SPACE I a� I L! r _ _ III la cnIn oiN -.J ! I j I Et- 418.00 I EL- 417.00 ,E „� I inl�, z c:= J IE 12 Cr P=4`I8.2 a... 1 w ao 1 I I , I I'll- m:n 001") � i r ....��: RIM= 420,97 1 f I Ia �cro I I I I SD H RIM ,23,97 " - ikl TYP. 36 FIR- w z - / I E " J 6 PVC 0 SL -2.00% � ( ) [ �Cr' URIPLINE � � I Ir,�a; � � l � � IE 18 NE ..41 1r2t PROPOSED SIDE SEWER PER 1 IE 11:2"E=41,17,87 - ` Ne I.E. 6= 411.00 COR STD. PLAN B078 (TYP.) IE 18"S=413.27 co _I.E. 6 "= 413.00 -- .. t)VE FY I c 76 I I l? 1 I.E. 8 407. _ _�2.5 $7486' 1288 7 N � CB RI = 420, 69 C.O. I.E. 407.70, I(VE 1F Y ) l E 12"W=417,.94 I.E. 6 "= 409.60 I 3.5' HIGH WOO D z PICKET FENCE Lw 40' LIE M H of EXIST. WAFER METER �� TO BE RELbCATED OR i ° "No x _ $fig 6,36 SE _ NEW INSVALLED BY �' I 1 I - RAWL SP CITY CREWS\AS PART / MIN. C � ` 0 0v / i;. B ir�� EL -41760 OF THE bI�VALL r:. , , .: °Y _ _.. L 4 ,.w ROAD IMPROVEMENTS-- I` , >, < , „ 1 / \ i I IE 12 CP= 18.3t i I I.E. 6"=411.00 I I 1 / LIC P NB TEL, SET- REBAR-/CAI -1-3-6 X x I ' FENCE D.2'S 4 CHAINLINK FENCE/ N 87 °48'06° W 1`25.60' NE 18TH PL - 1 i i .i \ SET REBAR /CAP LS 6422 I i/ W - w� a_. �� _�._ ,�, / 10'R HOLLY, 1 URIPL.It I I.E. 12 "= 407.59VE FY) _ SSMH RIM 420.66 56 407 12"N - IE =. I i \ w� I � � r ;,--/ IE 8`E- 407.26 SU Al i IE, >mm40.26� IE 12 PP= 418.14 I y ° i 1�� IE 12 CPPmm418.10- I j S-348201 / ,. 3:5' HIGH WOOD PICKET FENCE E180X� ® o ! 30.00 50.00 20 0 20 40 CL F \ B os, 0F wASyJ2 SD 0 29631 ;"o, RFGTST E��O NAL ENG� EXPIRES 7/2/09 1 CITY COMMENTS NO. REVISION 13',424' PLASTIC: METER BOX EQUAL TO MID - STATES PLASTIC, INC' BGF SERIES MSHCF 1324 =18. WITH. 1,75' THICK DUCTILE all? PRrvti1E IRON DIAMOND PLATE COYER EgbAL TO MID - STATES PL,6STICS; INC. MSOBC- 1324 -k 119TH 'READEf? LID AND 1 3/8' DRILLED P��N� N�NP HOLE f'OR TOUCHREAD PIT LID (SEE. DETAIL R -A) IIN UNIMPROVED RIGHT OF e� WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" tom' W' LONG COPPER TAILPIECE. 9" MIN it SIDEWALK 1 E" FINISH. GRADE z x TOUCHREAD WATER g METER TO BE 12" z x • SUPPLIEDi 13Y THE ¢, ,j6° MIN COVER N M v CITY �. � > TYPE "K" SOFT N o� COPPER TUBING 22 -1 J2. NEW DUCTILE IRON WATEAMAIN IF SERVICE LINE TO HOUSE 15 4 " 1" TO BE INSTALLED IN THE FUTURE GA 3/LVANROR EED INSTALL FORD C14-35 OR 44 FIDT PLUG. x COMPRESSION COUPLING .LOOP- DOWN.TO CENTERLINE OF WATER MAIN TO PROVIDE. IN . PPE SERVICE S CK 0A R a LA 5 $ "v � " METERi FP RP rFRSE E FOR R OPP s LINE TO, METER, / /9 VBH72'- '85W- 44 -3'3G, OR .MhDONALD BRASS: 21- 215WCQ433, OR MUELLER; 3/4-8-247G-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION' STOP, FORD TAPERED THREAD C PpFRa , R t % FORD VDH72- 15W- 44 -44G. OR (GC). QUICK JOINT McEIONALM6 B ASS: 21- 445WCOQ44, DR MUELLER 1.. -8° 2470 -2 3/4" F1000 -3-G) 0,R AY MCDONALD 47010 SdTH .INLET .AND. OUTLET WITH .PACK JOINT' WITH GRI.PPER< 47010 PAbI.QG{C WINGS ON INLET ¢ANGLE. BALL VALVf AND ONCLI CHECK t" F7000 -4�G) Dh AY E+I> DOrisLD - VALVE ON OUTLET: All PACK- JOINT FITTINGS SHALL. BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED: WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -'IRON EQUAL TO OLYMPIC Ft WNDARY. EXPANSION JOINTS MU:5H'BE INSTALLED ON BOTH SIDES OF METER BOX. A` ' ` DRILL 1 -518" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2_1/2" MIN, FROM NEAREST AND FRONT EDGE OF PIT LID y TYPICAL R18 I NOTE; R - THE CENTER, OF THE HOLE MUST .BE AT LEAST 1" F R OM UNDERNEATH RIBS UNLESS' THE RJ6 SPACING .ALLOWS THE NUT TO TIGHTEN AGAINST. THE OPEN SIDE OF MORE THAN LINE RIB. 3/4' 8e' V' WATER SERVIEE Y o ADOPTED CI'iY OF RElITON STANDARD PtAt15 LSP DATE: 04/04 DATE I REVI ION BY 'PP.RD DWG. NAME: B106 SP PAGE: 8106 PROPERTY LINE z FUTURE B" BUILDING SEWER PIPE M BUILDINCf SEWER z \:2"* 4•' STUD SERVICE MARKER PAINT J TEE WITH 6` SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON SIDE. WORDING "SEWER" WITH 3" HIGH Ere- BLACK, LETTER'$: AND #6 'WIRE WRAPPED GL AROUNO.THE STUD AND EXTENDED TO, THE THE STUD.. &_SSIDEE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE .TAP .THROUGH CAST 1R0.N SADDLE SECURED TO SEWER MAIN WITH STAINLESS, STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS 'TO. EiCIsmd.. MAIN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TQ BE CORE DRILLED. VITRIFIED. CLAY PIPE SHALL DIE CUT AND. HAVE A NEW TEE SECTIONED IN. 60, ,ALLOWABLE MAX. FOR CAST 00IN PIPE OR DUCTILE IRON PIPE. 1 3 5 Ml.x =R,F1 BLOGK1Niy� MGa�G 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE 6r. MIN_ SEWER MAIN z EE11VER MAIN GONGI`�ETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVFcTIObI. OF TEE A7 MAIN OVER 25 ELEVATION NOTE: 6 RLESS OTHERWS- E SHOWN. ON PLAN; SIDE SEWER SHALL HAVE A MINIMUM �.6 66Vt . AT PROPERTY LINE OR .3- 5' LOWER THAN THE LOWEST HOUSE ELEVAT1flN, WHICHEVER !S LOWER. ST ARD SLDE SEWPER INSTALLATION (SEWER .MAIN TO PROPERTY LINE) y Ad)OPTED $ CITY OF RENTDN STAWAM PUNS • � i '' LST QATE.; 04,/04 D REVISION HY ARRR fl DWG. NAME: 8078 SP PAGEr 8078 TKB 12/05/08 NB SURVEYED: SCAM, vEanR:Ar NAVO lase GOLDSMITH HOPoZWTAL° NAD J193889si •r DESIGNED: 1 =20 �- CITY CJ F NB DR RAWN: ENTON TB ONE IINH D AT U M DH €CK NB IFT�FULLL Planning /8uilding /Public Works Dept. BY DATE APPR APPROM: SMIE ACBCRDINGLY NB jW V ^1 W a W Q z Q. I- 7 w O_ � O rr_�� VJ oC o� 00 I1 5' WOOD FENCE 13 Noc S MH RI =421.54 i Do � / , �� III I I to In i IE B kN =40&24 LI o I� I I_i / IE 8 N= 408,14 I I� z I I � �= �, [ / IE 5408.c f I i .h ° P SDMH 421.Oi RIIVI= - �\ IE 36 „ W =415.71 / 20} mm UNABLE i \ l ® 44 Tip MEASURE -. t IE 12 E 0 p # x a. �I - x I IE ,R -4i 60 IE t ..._ - 420 §31f } t - 5i s a' �d 411 °�4 � l -- .m.. 3P t - - _ - - _ - � UP, � UP ,M IE 8 E..- .411.4' q •- � - .� - _..� -,= �: � ® c� \ \ 1 S Sig° w - ._. - I� RI .�. ey _ - W - - _...:...w., M 420.2 'f N 87 43 32 W ,� , .,�• �.:� � � � �... _ _8 I WATE �. .. � -..�� _ f T I IC-L. - 2A 4 5. t cn r € 497 __ H ,CY I 67 SP E6 r I � 4,54 �� W W I e I CB w 1 _ 35 1 .20 n I B RI�i 419..9. -�,., � (42 i 0 2 _ > 36 D � 12 �. ��E IP GA S PIPE I 8�J `2 1E 12" E= 415.71 � � _ _ \ 1 � ,-- , , ._. WATER ��\LITY TANK _ 1 - . . ®B I i ' • ..tee - �'... �� '. IR U V,'4 B { VBCtX 62.51 1_ .... IE 12 rI ,76 I P I SET REBAR /CAP LS 6422 4V� 1.2'N 53.65 l I I z' EXIST. W ATER FENCE 0.8 W, IE 12 f£_ 51 METER SETTER X # 1 LS 6422 2" I S T REBAR CAP p, z i I I I I i I I I P I 1 I I 4 ' CHAINLINK FENCE (419)- o IE 1� IRO 1&w I 1 II /, I / \ LLJ 4D ,f / \ I I zl� 4 xl WATER SERVICE Ir? N \ / I cx� moo I I I PER COR PLAN B106 6 WOOD & LATTICE FENCE I I " m `r \ ( Iz w Q caw BY CITY ;-- •- i I w m z cr ( I 3 I w N 41 T---,,g. 94 SF 1 SF .E 1 �. RC 8. , t 5 0 460 LL 0 5 i wcn 9 f LLI I ° W { [ I MIN. CRAWL SPACE z ( MIN. CRAWL SPACE I a� I L! r _ _ III la cnIn oiN -.J ! I j I Et- 418.00 I EL- 417.00 ,E „� I inl�, z c:= J IE 12 Cr P=4`I8.2 a... 1 w ao 1 I I , I I'll- m:n 001") � i r ....��: RIM= 420,97 1 f I Ia �cro I I I I SD H RIM ,23,97 " - ikl TYP. 36 FIR- w z - / I E " J 6 PVC 0 SL -2.00% � ( ) [ �Cr' URIPLINE � � I Ir,�a; � � l � � IE 18 NE ..41 1r2t PROPOSED SIDE SEWER PER 1 IE 11:2"E=41,17,87 - ` Ne I.E. 6= 411.00 COR STD. PLAN B078 (TYP.) IE 18"S=413.27 co _I.E. 6 "= 413.00 -- .. t)VE FY I c 76 I I l? 1 I.E. 8 407. _ _�2.5 $7486' 1288 7 N � CB RI = 420, 69 C.O. I.E. 407.70, I(VE 1F Y ) l E 12"W=417,.94 I.E. 6 "= 409.60 I 3.5' HIGH WOO D z PICKET FENCE Lw 40' LIE M H of EXIST. WAFER METER �� TO BE RELbCATED OR i ° "No x _ $fig 6,36 SE _ NEW INSVALLED BY �' I 1 I - RAWL SP CITY CREWS\AS PART / MIN. C � ` 0 0v / i;. B ir�� EL -41760 OF THE bI�VALL r:. , , .: °Y _ _.. L 4 ,.w ROAD IMPROVEMENTS-- I` , >, < , „ 1 / \ i I IE 12 CP= 18.3t i I I.E. 6"=411.00 I I 1 / LIC P NB TEL, SET- REBAR-/CAI -1-3-6 X x I ' FENCE D.2'S 4 CHAINLINK FENCE/ N 87 °48'06° W 1`25.60' NE 18TH PL - 1 i i .i \ SET REBAR /CAP LS 6422 I i/ W - w� a_. �� _�._ ,�, / 10'R HOLLY, 1 URIPL.It I I.E. 12 "= 407.59VE FY) _ SSMH RIM 420.66 56 407 12"N - IE =. I i \ w� I � � r ;,--/ IE 8`E- 407.26 SU Al i IE, >mm40.26� IE 12 PP= 418.14 I y ° i 1�� IE 12 CPPmm418.10- I j S-348201 / ,. 3:5' HIGH WOOD PICKET FENCE E180X� ® o ! 30.00 50.00 20 0 20 40 CL F \ B os, 0F wASyJ2 SD 0 29631 ;"o, RFGTST E��O NAL ENG� EXPIRES 7/2/09 1 CITY COMMENTS NO. REVISION 13',424' PLASTIC: METER BOX EQUAL TO MID - STATES PLASTIC, INC' BGF SERIES MSHCF 1324 =18. WITH. 1,75' THICK DUCTILE all? PRrvti1E IRON DIAMOND PLATE COYER EgbAL TO MID - STATES PL,6STICS; INC. MSOBC- 1324 -k 119TH 'READEf? LID AND 1 3/8' DRILLED P��N� N�NP HOLE f'OR TOUCHREAD PIT LID (SEE. DETAIL R -A) IIN UNIMPROVED RIGHT OF e� WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" tom' W' LONG COPPER TAILPIECE. 9" MIN it SIDEWALK 1 E" FINISH. GRADE z x TOUCHREAD WATER g METER TO BE 12" z x • SUPPLIEDi 13Y THE ¢, ,j6° MIN COVER N M v CITY �. � > TYPE "K" SOFT N o� COPPER TUBING 22 -1 J2. NEW DUCTILE IRON WATEAMAIN IF SERVICE LINE TO HOUSE 15 4 " 1" TO BE INSTALLED IN THE FUTURE GA 3/LVANROR EED INSTALL FORD C14-35 OR 44 FIDT PLUG. x COMPRESSION COUPLING .LOOP- DOWN.TO CENTERLINE OF WATER MAIN TO PROVIDE. IN . PPE SERVICE S CK 0A R a LA 5 $ "v � " METERi FP RP rFRSE E FOR R OPP s LINE TO, METER, / /9 VBH72'- '85W- 44 -3'3G, OR .MhDONALD BRASS: 21- 215WCQ433, OR MUELLER; 3/4-8-247G-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION' STOP, FORD TAPERED THREAD C PpFRa , R t % FORD VDH72- 15W- 44 -44G. OR (GC). QUICK JOINT McEIONALM6 B ASS: 21- 445WCOQ44, DR MUELLER 1.. -8° 2470 -2 3/4" F1000 -3-G) 0,R AY MCDONALD 47010 SdTH .INLET .AND. OUTLET WITH .PACK JOINT' WITH GRI.PPER< 47010 PAbI.QG{C WINGS ON INLET ¢ANGLE. BALL VALVf AND ONCLI CHECK t" F7000 -4�G) Dh AY E+I> DOrisLD - VALVE ON OUTLET: All PACK- JOINT FITTINGS SHALL. BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED: WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -'IRON EQUAL TO OLYMPIC Ft WNDARY. EXPANSION JOINTS MU:5H'BE INSTALLED ON BOTH SIDES OF METER BOX. A` ' ` DRILL 1 -518" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2_1/2" MIN, FROM NEAREST AND FRONT EDGE OF PIT LID y TYPICAL R18 I NOTE; R - THE CENTER, OF THE HOLE MUST .BE AT LEAST 1" F R OM UNDERNEATH RIBS UNLESS' THE RJ6 SPACING .ALLOWS THE NUT TO TIGHTEN AGAINST. THE OPEN SIDE OF MORE THAN LINE RIB. 3/4' 8e' V' WATER SERVIEE Y o ADOPTED CI'iY OF RElITON STANDARD PtAt15 LSP DATE: 04/04 DATE I REVI ION BY 'PP.RD DWG. NAME: B106 SP PAGE: 8106 PROPERTY LINE z FUTURE B" BUILDING SEWER PIPE M BUILDINCf SEWER z \:2"* 4•' STUD SERVICE MARKER PAINT J TEE WITH 6` SIDE OUTLET UPPER PORTION WHITE ANS STENCIL ON SIDE. WORDING "SEWER" WITH 3" HIGH Ere- BLACK, LETTER'$: AND #6 'WIRE WRAPPED GL AROUNO.THE STUD AND EXTENDED TO, THE THE STUD.. &_SSIDEE SEWER AND BUILDING SEWER UNLESS OTHERWISE APPROVED BY THE CITY, MAKE .TAP .THROUGH CAST 1R0.N SADDLE SECURED TO SEWER MAIN WITH STAINLESS, STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS 'TO. EiCIsmd.. MAIN, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TQ BE CORE DRILLED. VITRIFIED. CLAY PIPE SHALL DIE CUT AND. HAVE A NEW TEE SECTIONED IN. 60, ,ALLOWABLE MAX. FOR CAST 00IN PIPE OR DUCTILE IRON PIPE. 1 3 5 Ml.x =R,F1 BLOGK1Niy� MGa�G 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE 6r. MIN_ SEWER MAIN z EE11VER MAIN GONGI`�ETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVFcTIObI. OF TEE A7 MAIN OVER 25 ELEVATION NOTE: 6 RLESS OTHERWS- E SHOWN. ON PLAN; SIDE SEWER SHALL HAVE A MINIMUM �.6 66Vt . AT PROPERTY LINE OR .3- 5' LOWER THAN THE LOWEST HOUSE ELEVAT1flN, WHICHEVER !S LOWER. ST ARD SLDE SEWPER INSTALLATION (SEWER .MAIN TO PROPERTY LINE) y Ad)OPTED $ CITY OF RENTDN STAWAM PUNS • � i '' LST QATE.; 04,/04 D REVISION HY ARRR fl DWG. NAME: 8078 SP PAGEr 8078 TKB 12/05/08 NB SURVEYED: SCAM, vEanR:Ar NAVO lase GOLDSMITH HOPoZWTAL° NAD J193889si •r DESIGNED: 1 =20 �- CITY CJ F NB DR RAWN: ENTON TB ONE IINH D AT U M DH €CK NB IFT�FULLL Planning /8uilding /Public Works Dept. BY DATE APPR APPROM: SMIE ACBCRDINGLY NB