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HomeMy WebLinkAboutS-372302w 0 0 U w J LL w U) f z w U Q w M 0 LL a Q w M J 0 v N ao ■ 7 Illl 8 PAD =438.3 PAD =439.6 440 \ I � IE =432.0 � 'rl IE =¢i4�0 I RD 1 - RO +9 \ 1 � 1E =426.5 2 STA 14+14b RiF 30 21 PAD =432.2 PAD =431.3 ! � A A PORTION OF THESE 114 OF SECTION 14 TOWNSHIP 23N. RANGE 5E, W.M. I \I I 9 P =442.4 0 i0 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05 01 1 JBS s"M"a `""' an R M 1� N/A �^ 10m t�1 da CITY OF Approved by: Date: o ,} y AMIE B. SCHROEDER, PE pa.�a RENTON - Approved by: Date: PETER EVAN S Approved pp Y� Date: 2 470 HORIZ. IN FEET - _ - PVI STA: 14 +73.12 PW EL: 439:26 - _ Date: - :PVI STA: 15 +79.80 :._ ¢¢ o - 470 - ...... 100.00' VC PVI EL 450.99 z N 100.00' VC - v N vraw�°3 2 460 +.- +NN 460 mm.:. N :: wW U 2IIW 2.00% 450 Nvo -. / 450 _ _ ... C4 + Q FINISH GRADE :® 1 00% ' - — ROADWAY q - : z lid EXISTING GRADE -- — 440 W ® ROADWAY —` - -_��? :_. :. :... 440 _._. V) 2.00% — -- _ �i 12 PVC SSMH120 RIM- 449.71 — — — _ S.D. 9 0 IE(W)- 441.99 430 C -- _ _... 270LF 8' PVC _. 63' 32'.. 23' _.. _.. _. 430 _.._. = 0.0305 5'SMH110 M - - RIM= 438.99 H IE(E)=429.95 Q IE(W)= 429.85 420 _ 50' _. _ 26' 24'._. 420 _... W Z J 410 410 'ELEVATION AT EXIST. GROUND - 400 - FELEVATION AT FINISH GRADE - - 400 N:n �'.b OIL •- -:! �:b �Ih K Z pia Id In a �' 390 13 +20 13 +60 14 +00 14 +40 14 +80 15 +20 15 +60 16 +00 16 +40 16 +80 0 i0 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05 01 1 JBS s"M"a `""' an R M 1� N/A �^ 10m t�1 da CITY OF Approved by: Date: o ,} VERT. IN FEET AMIE B. SCHROEDER, PE pa.�a RENTON 0 20 40 Approved by: Date: PETER EVAN S Approved pp Y� Date: °FE a^u 'JAMIE Planning /Building /Public Works Dept. HORIZ. IN FEET e. SCHROEDER, PE r wm oa wni Gp/rl�t ®zoia cvx Cons "w,n.uc. AIMPt R.a.ry Approved bv: Date: NO. REVISION BY DATE APPR PROVED CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER CDR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR SID. PLAN 400.1 AND 401 O SANITARY SEWER CLEANOUT PER CDR SID. PLAN 403.1 4O SAWCUT EXIST. PVMT. O5 CONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD. PLAN 406.1 O48' SANITARY SEWER MANHOLE SHALLOW PER CDR STD. PLAN 400.2 GENERAL NOTES 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 4 FEET BELOW THE BEARING PAD ELEVATION. 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER CDR STD. PLAN 405. 3. A 6x6x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND UTILITIES IS LESS THAN TWELVE INCHES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY-.;;?2 f..9WW9k! _i DATE: F - BY: DATE: S / BY: DATE: BY: DATE: 1� w 5- 372302 CPIH 41 / CONSULTANTS Site Planning • CMI Ergineedng CALL BEFORE land Use Conwldlg• Pmject Management YOU DIG 7337NA�mus,5iil IIiM ,M98033 7- 50Wi245555 p■w (425) 285 xpp l Faxta2,lzasz389 www.cphconsultants . com are LIBERTY GARDENS 02/21/1, ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS Pu owww xo SANITARY SEWER PLAN AND PROFILE C4.02 ME / ---� r 0 N N y � 1 N W