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HomeMy WebLinkAboutSWP2701326.10+37 CB Lt. G.E. 13 2.8 9 I. E. 13 3.0 9 I m 18 t— ___ _ -- 0+25 Sunset PI. (Rad.) MH Rt. 6' G.E. 146.34 I.E. 140076 f 30"_0e. 271_00' 3®1_Car— 271_01' I 25,_Oil 25#_0,, 121_Otf S�_0" 18'-01� I 6-0(I 12'_0,— 3-0 9` _0ll 16` _OII it it 16` O,I 9` _OBI - Class Asph. Conc. 6 ope /4 J!—ewer _ Water N 8k E t_v I S & W SidO I / 1 _-Top Course 11/2" — 3/4" minus Crushed Rock _ 43 42 '' i3©se Course 2 l/2"-- l I/2" minus Crushed Rock 1+75 Rad. ,/ Compacted Subgrade Inlet Lt. G.E 143.95 . --� TYPICAL STREET SECTION I.E. 14 2.2 0 No Scale 2' za 41 35 40 26 _. a a Co Ih (o o coL'Liw 0'0 � I1� cq _ i Chi 46 6 010 38 37 16' 16` C� 22 J set roc`°� G cis Q� Scale Hori2 1" - 50' -kp0 ,�o c, i (\o, �J O �'oO% G 1 I �`-'° �c� IU Vert 1 10 4 Ok rL t 0940 `o 4 o qQ'�(y CL�t'j''. 8+47 Victoria Dr. 141_011 L I . � ewtllk � x i,Jurb be ;utter Storm Sewer Ci>y Engineer, LEGEND Paved Roadway f Finished Grade. 0 Catch Basin, Graystone No. 15 or Equal. Curb Inlet, Graystone No. 17 or Equal. o Manhole, APWA. Type I A I Approximate Grade of Storm Line as Shown in Profile. NorEs I. All work shall comply with City of Renton Standards ` nd will be subject to Aooroval by that Municipality. 2. Storm Lines shall be laid on constant slope between Catch Basins. 3. All storm lines shall be grouted and shall have I %2 minimun cover to finished grade. 4. Manholes Catch Basins and Curb Inlet covers shall be adjusted at time o? paving roadway, 5. Curb Returns shall have 20' radius minimum. 6. Cul-de-sacs shall be paved to face of curb, having 40'radius. 7. Inlet and Outlet pipe crowns to match. VICTORIA PARK PLATE I - PLAN - PROFILE - F A S. CUEARP°RINT PAPER CA., 9, F CAL me. -1