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HomeMy WebLinkAboutS-185302fxistin9SanitorySewe ExistinAl. MH Existin�7e %Phone Line NNE -WICK PL. NE ExisfinystormOroin /� I E= Z25 80 Existing T V Cob /e -ss Existiny Water /5 SO lz'w —TEL Existing SoriitorySewer MK #9 33LFofe "ConcPpe RimE /ev =13Z5 /Dote On -silo uti /hies 0 "0 �32L. f of 4" Force Main 1 not shown - see Sife Uti /i /- /es If.. =225.94 (W) force /lain shall be constructed with a �iN P /on for /ocof%olm I f. =235 00 <M +' constant but nor necessor-iiy uniform ' X10 slope from Lift Station Ya/ve fox to I r M.N. #5 A MIMMOM cover of 2'sh211 1T Factory 6ui /t 5 c•vv,7 Ej¢ctor be moinfoinPd over the Force Moin. My #s LifrStation 7tJPe7L 72P p /SO 6P IA e TD. H. R.E. =205. 00 a1 ^ Equo/ HydromotiO Model FE/ -/R VO ZE.in =too. // �1 or HP V041- with Duol9¢M, BO /tOr77 .El¢VV9i.00 ' /750 RPM, 5H. P., 240 V, 3 � High Alorin =/99 00 , 7 'Zmpall¢r Pumps. Low ALort77= /93.50 , p/pt;Onq/ Equiioflnont 5ho /l Znc/ude. f L¢od On =/9800 , L hoot sohsiny chits attoch¢d ' Laad011 =/98.00 to motor winding. Lag On = /9900 z. tire¢ motors Log 0ff = 195.00 Q > 3. flashing o%rm L4. o /arm horn 5 Auxlbdry power connecfior S,6N/TARY SEWER FORCE MAIN PLAN SCALE / =40' w who_ .27 -/6!'? Choirs -Zoo* capo-- itl,, sock when Gate /s down We Id chain to CB Frame. 12 "0 Overflow Pipe e n 12 "OCMP OulletPPe IE= 206.90 Plate with 36Z "0 orifice DETENTION P/PE AND CONTROL OUTLET DETAIL NO SCALE fx I I I 1" 1 AI I I Y I I I A I A, 0-) (CVj � J GENERAL NOTES L Contractor to ✓erlfy existinyr inverts prior to construction Z. All Uti /it construction to confbr-M /to the re9uire/nPrifs of tt7e City of Rentot7 and 7'177 A.PWA. "Stondord Specifications." 3 Sanifar sewer C/eonouts shall hole o Cost Iron }Tiny and Cover where located under t/he 17o✓er77er77' 4. Hydrant Assemblies shall conform to City of 17ent� Stona'arvs. Offset Fromm Grate 30 that ReStr/Gtorl Pollution Device is Visible of edye of lOen/ny and directy over the lodder Finished Pavement Rim E/ev =2/75 Std Ooly C,5. LodderSteps 15 L.f of 31W 0PLast #c mirz 1 S /e "R C B. 6 CCVnect to Pvent y ve ✓ Y, O Ui to Detetion Pipe S2 f oPe. L y �. 7Z' O C If 24'0 C/NP row -2097; 5M 1 5 =00 i F,ow \ \; Mote All meta/pat-,15 must 5 =050 X. - be mode IE= 208.90 of Corrosion Resistant 48,0 My 6.23 Material or Galvanized orTyPe17 `V�`,,, / �' • � with stab App . w J Watertyht Cieanout w zz with B #gouge Slide w who_ .27 -/6!'? Choirs -Zoo* capo-- itl,, sock when Gate /s down We Id chain to CB Frame. 12 "0 Overflow Pipe e n 12 "OCMP OulletPPe IE= 206.90 Plate with 36Z "0 orifice DETENTION P/PE AND CONTROL OUTLET DETAIL NO SCALE fx I I I 1" 1 AI I I Y I I I A I A, 0-) (CVj � J GENERAL NOTES L Contractor to ✓erlfy existinyr inverts prior to construction Z. All Uti /it construction to confbr-M /to the re9uire/nPrifs of tt7e City of Rentot7 and 7'177 A.PWA. "Stondord Specifications." 3 Sanifar sewer C/eonouts shall hole o Cost Iron }Tiny and Cover where located under t/he 17o✓er77er77' 4. Hydrant Assemblies shall conform to City of 17ent� Stona'arvs. /3 -3 -3 Q z (�I 7/.0/79 Rock Retaining min Wo /l �9 �r O Ui w U1 °> y F- > T J Z, aO N EL 4 "Crus17ed Mir Quarry Rock /90VED 7- 9- ? I \ \; A4PP BY O/Q6CTOR OFPVBLrC WaPKS V a? ROCK WALL DETA /L Q 3 ui `V�`,,, / �' • � NO SCALE w J � Q w zz Sm,1853 at z 3 ?J n U z C Lj, 0 Z /3 -3 -3 Q z (�I YI �r O Ui w U1 °> m F- > T m m aO N EL O 10 N 0f z 0! u Li O V a? Q z Q 3 ui U; Z LL w J w zz J w m z 3 ?J n U z C Lj, 0 Z 0 N 0 Wfn U) t cc cc I z I73 .0 N Q N J Y. Q O Lill ® E m N 2 M 2 _ O WV � r 2 Yv o m ❑ w Q 5 IL p V C h * N Q � � Z 1� U) . >� o Z ❑ W U) , is 3 I 0 w e W ❑ ❑ V) QQ PROJECT NUMBER 17909'1 J