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HomeMy WebLinkAboutS-372303CONSTRUCTION NOTES O 6- SIDE SEWER CONNECTION, 2% MIN. SLOPE PER CDR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 O SANITARY SEWER OLEANOUT PER CDR STD. PLAN 403.1 4O SAWCUT EXIST. PVMT. O5 CONNECT 6" SIDE SEWER TO MANHOLE PER CDR SID. 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 COR SID. PLAN 405. 3. A 6x622" 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 ,� DATE:4Tr BY: = DATE: 20/ BY: DATE: BY: DATE: KEYMAP w Kfff NI PVI STA: 20 +65.00. 450 ° PW EL: 433.28 450 _... _. 100.00' VC + ::: -. + RN STA: 22 +30.00 PVI EL- 415.13 440 o fn -.. : : : .. .. - 150.00' VC 3 440 N � UU NW UV - -' znw 'm'm - 'ww °� o^ ~ -- - -- 2.05% L95 % --- ' � EXISTING GRADE ¢ 'I'"' - +'� cli ®ROADWAY 430 - -_— �— - -- - :. i > j :_. z 430...... -_ -- _ —� -- mm _ -.:. ww -- -?_ -- FINISH GRADE ® - 11.00% ROADWAY C 420 420 -- -- ---- - SSMH45 O RIM)=416.8 IE(S)= 416.50 __ -- 1 9L -� --�_ -� - 410 .: :. _. IE(W) =416.60 :... .. S 0. _�-� —= 9 _ —� 410 42• 47LF 8" PVC :: m 13' '.. 42, 6' _ 55. 5= 0.0050 m :SSMH40 - - - - - - RIM=414.91 400 - - : : : : - - : - - - IE(SE)= 407.00 -.. C 400 7E(N)= 40700 IE(W)= 406:90 390 ::: ::: ::: :: ::: ::: ::: : !. ::: 390 ELEVATION AT EXIST. GROUND 380 rELEVA77ON AT FINISH GRADE -. - - 380 iq '.h m:b V,..a W mn p'N N'.. CO Oc! _ N a, n N h °j N µ of "7 ^� h M M M „� h M ^� N N N .Nµ N N_ N N N N N 20 +00 20 +40 20 +80 21 +20 21 +60 22 +00 22 +40 22 +80 23 +20 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS O5 01 1 JBS '"""FIX _ N/A �: ,wn +cap w¢oxr�wIX,aaa,w, CITY OF Approved by: Date: °f-9°'"IX AMIE B. SCHROEDER, PE a.L RENTON VERT. IN FEET 0 20 40 Approved by: Date: °W1 PEIER EVANS Approved PP y' Date: fJmaIX IE B. SCHROEDER. PE r aor ai[ xa Planning /Building /Public Works Dept. HORIZ. IN FEET corn@rc ®2oraccN COQ :urcams. uc. aia®m R.cenm. Approved bV: Date: NO. REVISION BY DATE APPR APPROVED a "00011"c`F CONSTRUCTION NOTES O 6- SIDE SEWER CONNECTION, 2% MIN. SLOPE PER CDR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 O SANITARY SEWER OLEANOUT PER CDR STD. PLAN 403.1 4O SAWCUT EXIST. PVMT. O5 CONNECT 6" SIDE SEWER TO MANHOLE PER CDR SID. 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 COR SID. PLAN 405. 3. A 6x622" 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 ,� DATE:4Tr BY: = DATE: 20/ BY: DATE: BY: DATE: 5- 312303 CPIH J CONSULTANTS Site Planning • CM Engneering CALL BEFORE land Ilse CMIlJng• Project Management YOU DIG 783rmhamuasYlewoIMn WA98033 7.800. 4245555 �(426)285�23901 :(a25) sM rrr.eahcom ultan[s. com a1E LIBERTY GARDENS 02/21/1• ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS nE°B00"' vu� DM Na, SANITARY SEWER PLAN AND PROFILE C4.03 30 X40 C-D . s - -5 7f;�-307F6 A- NNNNAT m u o W KEYMAP Kfff NI 5- 312303 CPIH J CONSULTANTS Site Planning • CM Engneering CALL BEFORE land Ilse CMIlJng• Project Management YOU DIG 783rmhamuasYlewoIMn WA98033 7.800. 4245555 �(426)285�23901 :(a25) sM rrr.eahcom ultan[s. com a1E LIBERTY GARDENS 02/21/1• ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS nE°B00"' vu� DM Na, SANITARY SEWER PLAN AND PROFILE C4.03 30 X40 C-D . s - -5 7f;�-307F6 A- NNNNAT m u o W