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HomeMy WebLinkAboutzS-3723 SetOF THE SE 114 OF SI \ 3 D =4338 RD ION 14 TOWNSHIP 23 N. RANGE 5 E, W.M. \ AD =435. 440 PAD= 4.35.9 643Z3 \ \ l r +STR 1+00.00 74 RD AYE UE SE i \ i IE =428.0 _ - \ \ i 42.0 CIE --431.0 flC T r O v W CONSTRUCTION NOTES O6° SIDE SEWER CONNECTION, 2Z MIN. SLOPE PER CDR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER CDR STD. 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 GEUESAL NOTES. 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEVER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 4 FEET BELOW THE BEARING PAD ELEVA710N. 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 O7HER PIPES AND U77LI77ES IS LESS THAN TWELVE INCHES. z � N W w 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 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: 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 TBLOCK_COR CONSULTANTS OTOP351308 CUWS351308 w CUSD351308 Land Use OmmiliK, Nect Manment CNOT351308 YOUDIG GGRD351308 O CSIT351308 (� P:eylnap w n,n,,,;(/25)2asz3sO l Fa t425l2ss23e9 J_ LL w � z Z z w U Q w o a Q w m J A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RAA MATCHLINE STA 26 +60 SEE C4.05 v� 7"' 27 241 CL \ PAD= 419.7 PA —420.4 N '6 / 26 25 J PAD = 416.8 IE =411.0 8" PVC TIl• T (1SSMH60 � `STA 25 +28.52, 0.00'; IE =410.5 I I ^a PAD =424.8 � I( PA =428.2 _ IE =421.0 7UU.UI VA 1 \ ,E 5 E, W.M. CONSTRUCTION NOTES O 6° SIDE SEWER CONNECTION, 2% MIN. SLOPE PER CDR ...__. STD. PLAN 406.1 2 O 48" SANITARY SEWER MANHOLE W1 FRAME AND COVER PER CDR STD. PLAN 400.1 AND 401 15 O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1 PAD =431.2 O SAWCUT EXIST. PVMT. O5 CONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD. PLAN 406.1 \ \ O48" SANITARY SEWER MANHOLE SHALLOW PER COR STD. PLAN 400.2 �i 16 \ PAD =426.5 \\ \ \17 PAD =4 2.0 \ GENERAL NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNEC7ION STUBS SHALL BE SET A MIN. OF 4 FEET BELOW 7HE BEARING PAD ELEVATION. 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER CDR SID. PLAN 405. 3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE 7HE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND U77LI71ES IS LESS THAN TWELVE INCHES. N COMPLIANCE WITH CITY OF RENTON STANDARDS DATE:-4A y: PA— AIZ-, DATE:/ y; DATE: y; DATE: 6 KEYMAP �� 5- 372304 cPlH CONSULTANTS Site planning • CMI Engineering CALL BEFORE Land Use OmmiliK, Nect Manment YOUDIG 7- SOGd245565 733MAwnue,SiIn100IA .WAMG n,n,,,;(/25)2asz3sO l Fa t425l2ss23e9 www.caM1eonsultants.com _ w>E i / 26 25 J PAD = 416.8 IE =411.0 8" PVC TIl• T (1SSMH60 � `STA 25 +28.52, 0.00'; IE =410.5 I I ^a PAD =424.8 � I( PA =428.2 _ IE =421.0 7UU.UI VA 1 \ ,E 5 E, W.M. CONSTRUCTION NOTES O 6° SIDE SEWER CONNECTION, 2% MIN. SLOPE PER CDR ...__. STD. PLAN 406.1 2 O 48" SANITARY SEWER MANHOLE W1 FRAME AND COVER PER CDR STD. PLAN 400.1 AND 401 15 O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1 PAD =431.2 O SAWCUT EXIST. PVMT. O5 CONNECT 6" SIDE SEWER TO MANHOLE PER CDR STD. PLAN 406.1 \ \ O48" SANITARY SEWER MANHOLE SHALLOW PER COR STD. PLAN 400.2 �i 16 \ PAD =426.5 \\ \ \17 PAD =4 2.0 \ GENERAL NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNEC7ION STUBS SHALL BE SET A MIN. OF 4 FEET BELOW 7HE BEARING PAD ELEVATION. 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER CDR SID. PLAN 405. 3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE 7HE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND U77LI71ES IS LESS THAN TWELVE INCHES. N COMPLIANCE WITH CITY OF RENTON STANDARDS DATE:-4A y: PA— AIZ-, DATE:/ y; DATE: y; DATE: 6 KEYMAP �� 5- 372304 cPlH CITY OF LIBERTY GARDENS 02/21/16 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ""non"' RENTON °� Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE 74.04 c 5 30 Y IAI- a oy Q'. z! 1 'N 'W CONSULTANTS Site planning • CMI Engineering CALL BEFORE Land Use OmmiliK, Nect Manment YOUDIG 7- SOGd245565 733MAwnue,SiIn100IA .WAMG n,n,,,;(/25)2asz3sO l Fa t425l2ss23e9 www.caM1eonsultants.com _ w>E CITY OF LIBERTY GARDENS 02/21/16 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS ""non"' RENTON °� Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE 74.04 c 5 30 Y IAI- a oy Q'. z! 1 'N 'W TBLOCK_COR A PORTION OF THESE 114 OFSECTION 14 TOWNSHIP 23N. RANGE 5E, W.M. OTOP351308 CUWS351308 w CUSD351308 _ SEE C4.01 CNOT351308 0 1 1 r _. ,_ / 1 CGRD351308 0 �� 23 2� 21� ,•�_ \ -A \ CSIT351308� r V L keymaP , PAD =424.9 i PAD =429.3 PAD =431.3 ; 1 1 --I 426 / 432 LL 430 434 436 438 - AD =433. PAD =438.3 PAD =440.3 tc —d19 r IE =422.5 / _ STA 28 +51.37, 42.66' LT 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET c.wrn®w ®zoao crnwconamunes, uc. An aignm ae,enea. CITY OF RENTON Approved by: Date: Approved by: Date: Approved Date: pp y ADDioved bv: Date: 1 CONSTRUCTION PERMIT APPROVAL JBS 05 O1 1 JBS N/A .smcu: xav 19M xaaaww:xn,ov,w, DATUM �� ,} CITY OF R E N TO N Planning /Building /Public Works Dept. �� JAMIE B. SCHROEDER. PE tronA PETER EVANS O1� MP1 °O1°R JAMIE B. SCHROEDER. PE Ar w wo m A �"�`° y NO. REVISION BY DATE APPR APPROVED CONSTRUCTION NOTES O6° SIDE SEWER CONNECTION, 2S MIN. SLOPE PER CDR STD. PLAN 406.1 O48' SANITARY SEWER MANHOLE W/ FRAME AND COVER PER CDR STD. PLAN 400.1 AND 401 O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1 O 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 N07ES 1. THE INVERT FIFVA71ON 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 S7D. PLAN 405. 3. A 6'x6'x2- THICK E714AFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO 07HER PIPES AND U17LI77ES IS LESS THAN TWELVE INCHES IN COMPLIANCE WITH CITY OF RENTON STANDARDS BYOL) I — DATE: BY: - &� DATE: zo! BY: DATE: BY: DATE: 5- 312305 KEYMAP '� CLTANTS Site Planning • CMI Engineering land lBe Caeurong , R*ct Management 7m7NAwmmSAle100lW 'wA9"S` 5 �(425)295 23991 FAC(425) 2852389 www. cOA cons u Itan IS. c 0 m w,e LIBERTY GARDENS oz /21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS vu� ovnwrc no: SANITARY SEWER PLAN AND PROFILE C4.05 CD, [A]- -� r' N N �! J z, W N W TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 GSIT351308 keymap OSIT351308 LLI 0 0 Lu J_ LL w � z z z w U Q w rcQ w H CC W M J O I V y i / / 17// PAD=-'422.0 PAD =419.0 / / / IE =415.0 i < \ i; I MOW/ A PORTION OF THE SE 1114 OF SECTION 14 TO a / / I 20 / PAD -415.0 / 19 / P D =420.0 PAD =418.0 1 i PAD =4120 . i i i IE =413.0 TY i i / E 5 E, W.M. E X ST. SLCG. 10' PUBLIC SD ESMT. is IE =411.0 PAD -415.0 PRIVATE ACCESS AND PUBLIC U77UTY TRACT III i Y i j1 fi I �1 55 1������1���) �II STA 51+ 30. 6.00' RT 5 6 1 �I if :1111 N w I��II II 99IDI' /i fl liuiiiii iiiii qiD —L / 0— 02 IE =411.0 C l� o — I i �FNL) REBAR & CAP # C a CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION, 2$ MIN. SLOPE PER CDR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W1 FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1 O 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 COR S7D. PLAN 405. 3. A 6x6'x2' THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND U77LJ77ES IS LESS THAN TWELVE INCHES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: _P, Z4 t 6& DATE: S BY: DATE:b[. BY; DATE: BY: DATE: 5- 312306 4) KEYMAP "`� mum CONSULTANTS Sae Planting • Civil Engneeling CALL BEFORE Land Use CoraalEllg• Project Management YOU DIG 733 rM AamaeWia 10011eMen0.WA98133 7- BOOC245555 anwe:(4n) aasz3901 F& (425) 285-2389 www. coh cans ulnanas. cam an' LIBERTY GARDENS 02/21/1, ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS n"°a°°. Pu.F' owwxc xo SANITARY SEWER PLAN AND PROFILE C4.06 cJ) - -5? -50(10 IAHN t a z oa v ' z Wti N W 60 50 +00 50 +40 50 +80 51 +20 51 +60 52 +00 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/1 JBS Y4 °'"" „�,�; wwo lass N/A ""'ate 1� S� CITY OF Approved by: Date: �� »- VERT. IN FEET JAMIE B. SCHROEDER, PE .� RENTON 0 20 40 Approved by: Date: °A"` PETER EVANS a's "O1 DATUM Approved pp y' Date: °'� —JAMIE n�arxc Planning /Building /Public Works Dept. HORIZ. IN FEET B. Bt:HRDEDER, PE r wr aaa[ Fcx cocx�8nemxia cPw consunenn.uc. aiw��u aeaenea. Approved bV: Date: NO. REVISION BY DATE APPR � APPROVED SKAAE 1p°" a CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION, 2$ MIN. SLOPE PER CDR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W1 FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 O SANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1 O 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 COR S7D. PLAN 405. 3. A 6x6'x2' THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND U77LJ77ES IS LESS THAN TWELVE INCHES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: _P, Z4 t 6& DATE: S BY: DATE:b[. BY; DATE: BY: DATE: 5- 312306 4) KEYMAP "`� mum CONSULTANTS Sae Planting • Civil Engneeling CALL BEFORE Land Use CoraalEllg• Project Management YOU DIG 733 rM AamaeWia 10011eMen0.WA98133 7- BOOC245555 anwe:(4n) aasz3901 F& (425) 285-2389 www. coh cans ulnanas. cam an' LIBERTY GARDENS 02/21/1, ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS n"°a°°. Pu.F' owwxc xo SANITARY SEWER PLAN AND PROFILE C4.06 cJ) - -5? -50(10 IAHN t a z oa v ' z Wti N W ILOCK_COR 'OP351308 IWS351308 w ISD351308 IOT351308 1RD351308 O IIT351308 nnap w RT351308 J L.L. U) z Z Lu w Q w Q o_ �rt V cr LL1 m -1 A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, SEE C4.03 l ui IE =418.5 36 IE -418.5 \ I / _ I PAD = 424.5 I ^T1 I � � I PAD =421.2 PAD - 42341 *I 34 / •. l 1 / I / q� -_... RD - v 1 ... Eo f- ) - -�4I Ro F ko Ro - RD ao U, I I PRIVATE l 1 SEWER ESMT. / I, ,PRIVATE 33 // ��v J � � VIER ESMT. 32 � I I / A J •v A 723.0 FE P=I v v I� CONNECT TO EXIST. / \ D �5' I SEWER STUB > ti% \ SSMH10' ~_2 \ \ \\ \ \\ -3 ' 176 94.06 - \ \ I 'J 1321)t00.83 \\ ` C \ \ I \ �� `- S= 0.0143 Z- - \ t, c. t-' 28LF 8' PVC SSMH2O v v Q1 N 1 6488:05 2 / v \ �, E 13212(00.63 IEr4'iZ2 kill \, \\ i TIP. V PA15=421.0 A \- �20 \ \ 1\ \ \\ \ \ + 11 Ij SS I sP s• - -- I IX \ 15, PUBLIC\ SEVER ESMT. \ C - S ---- _ - -n \ -- o ' Y"ND LIMITS \\ \\ \\ \\ - -. 4 \ \ \ 2 MH30 dc 414 / - - - - 3 \ g \ J \ \ \ \ \ \ STA +78.37, 50.39' RT 141E �v I � �• � V �v vv v �� ti W.M. - -� . \ // 28\ AD =424. \ I � \ 27 \\ l PAD =419.7 � � 26 PAD =416.8 / � ELEVA7ION AT EXIST. GROUND 380 �ELEVA71ON AT FINISH GRADE ro v'IW .M � N �'.N vIN -.N �'.M �',N h �M �� N o m mo ° L,; �ui �2 .6 m �2ui 2 +80 2 +40 2 +00 1 +60 1 +20 0 +80 0 +40 0 +00 0 10 20 CITY OF RENTON 1 1 CONSTRUCTION PERMrT APPROVAL JBS 05/01/1 JBS SP1E FFIX scYe w - x I" - N/A "°°`�^'�' "' aEs CITY OF Approved by: Date: 0f9°ftt VERT. IN FEET AMIE B. SCHROEDER, PE RENTON rLL 0 20 40 Approved by: Date: oe.m PETER EvAHS pra: atx DATUM Approved b Date: °� ^ m Planning /Building /Public Works Dept. HORIZ. IN FEET PP Y AMIE B. SCHROEDER, PE w x Ma NO. REVISION BY DATE APPR �"`' y c"vrm0iom xaa cve consxnanu, uc. ui Rigea Resenea. Approved by: Date: � APPROVED 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 STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER CDR STD. 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 COR STD. PLAN 400.2 GENERAL NOTES 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTON 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 STD. PLAN 405. 3. A 662" 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�p/�,-ni/� DATE: 16f BY Kos - DATE: VC 2a/ BY: DATE: BY: DATE: 5- 312301 KEYMAP q �� �C P CONSULTANTS Site Planning • CMI EnQneedng CALL BEFORE land llseCorlmbig• Project Management YOU DIG 733MAwMWW1WIp�,ru9M 7- 800 - 424 -5555 nwnx(425) 28s2aeo 11hx(425)2as2389 www.cphconsultants.com are LIBERTY GARDENS D2/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS owwwc xo: SANITARY SEWER PLAN AND PROFILE 04.07 C1 u - 5 --a,-2 -�,- !> 0-? IAI-INININ r P lot m w K � D a o ' z W SEE C4,04 440 EXISTING GRADE ® PIPE 430 m m�°q _ 9 9 4 FINISH GRADE III _ - -- -- -��.-_ P PIPE:, 0.00% - - _ 4 : J 4.72% 4 420 - - -- - -- - - - - - - 4 : - 410.: 1 JSSMH : 46-05!31" - 176LF: °. C900 5 5 L LF 8" VC - S= 0.0050 5 5= 0.0050 S - S 2O : : : : : R SSMH30 S : R SSMH40 RIM =41 .83 : -� - \ \ -RIM= 424.00 - R RIM 424.01 - - -- - - - - - - - IE(E)= 406.62 : :IE(SE)- 407.00 - - - \ IE(S)= 405.14 I IE(NW)= 406.52 I IE(N)= 40700 RIM= 425.41 I 1 :.. : IE(N)= 405.54 I IE(W)= 406.90 IE(E) -405 00 1 `I6 LF 8" C900.. : : : :IE(8'S)= 404.90: ` : S -0 0085 .390 1E(8 "N)=47703 0 10 20 CITY OF RENTON 1 1 CONSTRUCTION PERMrT APPROVAL JBS 05/01/1 JBS SP1E FFIX scYe w - x I" - N/A "°°`�^'�' "' aEs CITY OF Approved by: Date: 0f9°ftt VERT. IN FEET AMIE B. SCHROEDER, PE RENTON rLL 0 20 40 Approved by: Date: oe.m PETER EvAHS pra: atx DATUM Approved b Date: °� ^ m Planning /Building /Public Works Dept. HORIZ. IN FEET PP Y AMIE B. SCHROEDER, PE w x Ma NO. REVISION BY DATE APPR �"`' y c"vrm0iom xaa cve consxnanu, uc. ui Rigea Resenea. Approved by: Date: � APPROVED 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 STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER CDR STD. 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 COR STD. PLAN 400.2 GENERAL NOTES 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTON 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 STD. PLAN 405. 3. A 662" 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�p/�,-ni/� DATE: 16f BY Kos - DATE: VC 2a/ BY: DATE: BY: DATE: 5- 312301 KEYMAP q �� �C P CONSULTANTS Site Planning • CMI EnQneedng CALL BEFORE land llseCorlmbig• Project Management YOU DIG 733MAwMWW1WIp�,ru9M 7- 800 - 424 -5555 nwnx(425) 28s2aeo 11hx(425)2as2389 www.cphconsultants.com are LIBERTY GARDENS D2/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS owwwc xo: SANITARY SEWER PLAN AND PROFILE 04.07 C1 u - 5 --a,-2 -�,- !> 0-? IAI-INININ r P lot m w K � D a o ' z W 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 STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER CDR STD. 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 COR STD. PLAN 400.2 GENERAL NOTES 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTON 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 STD. PLAN 405. 3. A 662" 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�p/�,-ni/� DATE: 16f BY Kos - DATE: VC 2a/ BY: DATE: BY: DATE: 5- 312301 KEYMAP q �� �C P CONSULTANTS Site Planning • CMI EnQneedng CALL BEFORE land llseCorlmbig• Project Management YOU DIG 733MAwMWW1WIp�,ru9M 7- 800 - 424 -5555 nwnx(425) 28s2aeo 11hx(425)2as2389 www.cphconsultants.com are LIBERTY GARDENS D2/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS owwwc xo: SANITARY SEWER PLAN AND PROFILE 04.07 C1 u - 5 --a,-2 -�,- !> 0-? IAI-INININ r P lot m w K � D a o ' z W TBLO( K_COR CONSTRUCTION PERMIT APPROVAL OTOP: 51308 05/01 /1 CUWS 351308 AS- BUILTS CUSD:351308 w CNOT:)'51308 0 CGRD 351308 0 CSIT3 31308 U OSIT3 31308 w CFIT3')-1308 I LL LLJ z Z w w 0 O cr � Q W m J Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. ADDroved bv: CITY OF RENTON Date: Date: Date: Date: A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01 /1 2 AS- BUILTS GG 03/16/1 431.9 EXIST. GROUND CONTOUR 420 FINISHED GRADE CONTOUR 436.3 STORM DRAIN 435.3 437.8 © SO CATCH BASIN SS SAKI TAR SEWER MAIN NO. REVISION BY DATE _7T i i v r. is 0 0 S- 371308 J BS SWAIM sow.E: vvmnQN- m" ,m JBS 1 "=50' Hoar WWAL W 1983/1991 JAMIE B. SCHROEDER. PE PETER EVANS ow mm DATUM a;BOlM AT FULL SC^X IE B. SCHROEDER, PE IF Nor OW " AP P R "P"Wwm SCOLE ACCOPMONLY APPROVED ��► CITY OE RENTON Planning /Building /Public Works Dept. LEGEND A = PAD ELEVA 77ON 12 LOT NUMBER TOP 570(20) TOE 550 TOP/TOE WALL 432.6 MODULAR BLOCK WALL 431.9 EXIST. GROUND CONTOUR 420 FINISHED GRADE CONTOUR 436.3 STORM DRAIN 435.3 437.8 © SO CATCH BASIN SS SAKI TAR SEWER MAIN 438.3 STANDARD PRECAST MANHOLE 7 WATER MAIN - - PUBLIC UTILITY ESMT. LOT GRADING LOT NO. PAD ELEV. FINISHED FLOOR ELEV. 1 430.1 432.6 2 431.9 434.4 3 433.8 436.3 4 435.3 437.8 5 435.9 438.4 6 438.3 440.8 7 438.3 440.8 8 439.6 442.1 9 442.4 444.9 10 4478 450.3 11 450.2 452.7 12 443.0 445.5 13 441.0 443.5 14 436.1 438.6 15 431.2 433.7 16 426.5 429.0 17 422.0 424.5 18 420.0 422.5 19 418.0 420.5 20 415.0 417.5 21 431.3 433.8 22 429.3 431.8 23 424.9 427.4 24 420.4 422.9 25 415.8 418.3 26 416.8 419.3 27 419.7 422.2 28 424.3 426.8 29 429.7 432.2 30 432.2 434.7 31 421.0 423.5 32 423.0 425.5 33 421.2 423.7 34 424.5 427.0 35 423.4 425.9 36 421.2 423.7 NOTE.• A 6'x6'x2" THICK ETHAFOAM (RIGID INSULA TION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND UTILITIES IS LESS THAN TWELVE INCHES. CALL BEFORE 4D YOU DIG 140"2I -5555 CPI 14 CONSULTANTS Site Planrrig • DW Erigineemg Land Use Co wbig * Project Wragwat 733 7th Avenue, Sure 100 1 Kimancl, WA 96033 Phone: (425) 285.2390 1 FAX (425) 285 -2389 www.cphconsultants.com LIBERTY GARDENS I 02/21/1! ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS OVERALL UTILITY PLAN /cre' S- D, - .7.4 () z DRAWNC VC, C4.00 " 77 v "so NINININ14A A tJ >w x z TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 CSIT351308 keymap OSIT351308 :-4- z we Z r � C z N I z m T m D s D � w Q z U W 3 O i L D T 8 �o m� D LIM�m zC z z m ID 0 a z Q z c 3 m m tJ — N W _i s D � \_ 10 0 Z TBLOCK_COR O N OTOP351308 z CUWS351308 63# CUSD351308 W CNOT351308 430 CGRD351308 O CSIT351308 U keymap L U J L.L. Ljj U) Z Z I-- Llj C) 0 0 � Q W m J 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET N O M V W W 0 N M ti Q Z V 470 E me 450 A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. 30 PAD= 432.2 N O M 440 W SEE C3.03 PW STA: 15+79.80 P EL: 450.99 100.00' VC RIM =- 449.62 IE(W)— 441.57 Lo c6'- 470 460 450 440 430 O N J z RIM =- 449.62 IE(W)— 441.57 Lo c6'- 470 460 450 440 430 O N z� z 271 79LF $ PVC 63# 32' 23' 430 Z I •�. Wr D SSWU0 I I I I r T M S= . RIM = 438: -99 439.01 i • z IE(E) =29.9& 428.66 Q 1► IE(W)— 28.62 420 50' _ _ _ 26, _ 24, 420 W z oftft 410 V 410 Q ELEVATION AT: EXIST. GROUND 400 ELEVATION AT FINISH GRADE 400 00 CD I� N O •— t •— O� t `^ v c6 � c6 �° cz K � `n oo � 00 cc of o p �t N c", of cp '�- ^� 0p d of �° O o N rj � d- � mot- �- t d- 390 13 +20 13 +60 14 +00 14 +40 14 +80 15 +20 15 +60 16 +00 16 +40 16 +80 Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL � 2 AS— GUILTS NO. REVISION JBS 05/01 1 JBS w E'er GG 03/16/1 JBS oemowm: AMIE B. SCHROEDE DOM PETER EVANS JAMIE B. SCHROEDE BY DATE AP P R M~ �pROVED N/A ow RIM a MLL sows F war ow Rm SCME ACCOfi0OMY ,mnr.A: "me Im ►�o�zowrM- W ,W301 DATUM CITY OE RENTON Planning /Building /Public Works Dept. CONSTRUCTION NOTES O6' SIDE SEWER CONNECTION, 2X MIN. SLOPE PER COR SID. PLAN 406.1 O48' SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER COR SID. PLAN 403.1 4O SAWCUT EXIST. PVUIT. OCONNECT 6' SIDE SEWER TO MANHOLE PER COR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE SHALLOW PER COR SID. 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 STD. PLAN 405. 3. A 6'x6 z2" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND UTILI T1ES IS LESS THAN TWELVE INCHES. 4 KEYMAP ' 372310 r �1I2& (1 P-34 I i 0 S T SI A� CP H CONSULTANTS Site Planrrng • QW Engineenng CALL BEFORE Land Use Com tft . ProjW Management YOU DIG 733 7m Avenue, Sure loo i Kirkland, wA 99033 1X300- 4245555 ptgne: (425) 28 2390 FAX (425) 28&2389 www.cphconsuItants.com LIBERTY GARDENS 02/21/1' ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS `-DBOOi �AGE: :)Uw =NC NC SANITARY SEWER PLAN AND PROFILE 04.02 29 X40 mmommum T 8 0 D D r D Dm D + vZ m D I I 0 D Z Z C 9 to m z� z r /r N Z I m m Wr D N T 8 0 D D r D Dm D + vZ m D I I 0 D Z Z C 9 to m i v r /r N Z t N I I I I r T A i • z TB _OCK_COR W OTDP351308 440 CL vVS351308 CLSD351308 W CN OT351308 0 CC RD351308 O CS T351308 U ke ,map w J LL C) z Z F_ w C) � o CL Q W m J 6 PAD= 437.3 PAD =4 4 AD= 435.3 3 PAD = 433. 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET 450 440 430 420 410 400 390 380 SEE C4.02 SEE C4.01 Copyright (D 2014 CPH Consultants, LLC. All Rights Reserved. W 2 440 NO. PW STA: 20+65.00 5 00 Q P V1 EL: 433.28 00e 00 VC co 0 o � o N�h ��rYj cV�t- _ II VU �. �•� 2.05% -1.95 ELEVATION AT EXIST. GROUND : ELEVATION AT FINISH GRADE LO -4- °° °' o Pn chi .� 20 +00 20 +40 20 +80 1 CITY OF RENTON Copyright (D 2014 CPH Consultants, LLC. All Rights Reserved. Approved by: Date: Approved by: Date: Approved by: Date: Approved bv: Date: 2 440 NO. A PORTION OF THE SE 1/4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. SSMH45 RIM= 4:26.68 426.52 IE(S)- 416.21 IE(W) =4;6.89 416.27 S =a.= PW STA :.22 +30.00 PVI EL. 415.13 SEE SHEET C4.07 PUBLIC SEWER ESMT. RECREATION TRACT HIM- 4;4. -9; 414.55 IE(SE)- 407.41 IE(N)= 487-.� 407.41 IE(W) =406.90 40731 SF��o Z _ _ 430 N 420 'f- - _ N 410 n'1 ,4h 400 O 390 380 N0 0 00 O o f o� 00 0 0 �j co o vi U C14 I � V � 1- 21+20 21+60 22 +00 22 +40 22 +80 23 +20 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS mm "m �: �'m CITY OF AS - GUILTS G G 03/16/15 JBS �,p„M N /A H01�0"f"� NAD ' �1°' �� AMIE B. SCHROEDER, PE � RENTON rIL oftwft PETER EVANS ONE C DATUM AT FML WWI Planning /Building /Public Works Dept. IE B. SCHROEDER, PE F Nor OW WCH REVISION BY DATE AP P R mm"'m SOU ACCOPONCLY APPROVED CONSTRUCTION NOTES O6' SIDE SEINER CONNECTION, 2X MIN. SLOPE PER COR SID. PLAN 406.1 O48' SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 4O SAWCUT EXIST. PVMT. OCONNECT 6" SIDE SEWER TO MANHOLE PER COR SID. PLAN 406.1 O48' SANITARY SEWER MANHOLE SHALLOW PER COR 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 STD. PLAN 405. 3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND UTlU77ES IS LESS THAN TWELVE INCHES. 4% ■ S -3123 Q 0 2 ,SEW J �4 W SICIVA CP H CONSULTANTS Site Planning e CM Engineering CALL BEFORE Land Use Com" . ft)W Manage mrt YOU DIG 733 lm �nue, Sure loo i 1(rrklana, WA 99033 1$00- 424�J55S Phone: (425) 28523901 FAX (425) 28&2388 www.cph cons ultanti. com LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �0c` NAW NG �C SANITARY SEWER PLAN AND PROFILE 04.03 30 � 40 74;1 � C IAI INININI\ 1A A 450 3 n 440 Z _ _ 430 N 420 'f- - _ N 410 n'1 ,4h 400 O 390 380 N0 0 00 O o f o� 00 0 0 �j co o vi U C14 I � V � 1- 21+20 21+60 22 +00 22 +40 22 +80 23 +20 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS mm "m �: �'m CITY OF AS - GUILTS G G 03/16/15 JBS �,p„M N /A H01�0"f"� NAD ' �1°' �� AMIE B. SCHROEDER, PE � RENTON rIL oftwft PETER EVANS ONE C DATUM AT FML WWI Planning /Building /Public Works Dept. IE B. SCHROEDER, PE F Nor OW WCH REVISION BY DATE AP P R mm"'m SOU ACCOPONCLY APPROVED CONSTRUCTION NOTES O6' SIDE SEINER CONNECTION, 2X MIN. SLOPE PER COR SID. PLAN 406.1 O48' SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401 3O SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 4O SAWCUT EXIST. PVMT. OCONNECT 6" SIDE SEWER TO MANHOLE PER COR SID. PLAN 406.1 O48' SANITARY SEWER MANHOLE SHALLOW PER COR 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 STD. PLAN 405. 3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND UTlU77ES IS LESS THAN TWELVE INCHES. 4% ■ S -3123 Q 0 2 ,SEW J �4 W SICIVA CP H CONSULTANTS Site Planning e CM Engineering CALL BEFORE Land Use Com" . ft)W Manage mrt YOU DIG 733 lm �nue, Sure loo i 1(rrklana, WA 99033 1$00- 424�J55S Phone: (425) 28523901 FAX (425) 28&2388 www.cph cons ultanti. com LIBERTY GARDENS 02/21/1 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS �0c` NAW NG �C SANITARY SEWER PLAN AND PROFILE 04.03 30 � 40 74;1 � C IAI INININI\ 1A A T B LOC K COR A PORTION OF THE SE V4 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.1 V1. OTOP351308 MA TCHLINE STA 26 +60 SEE C4.05 CUWS351308 w CUSD351308 CNOT351308 i w - GGRD351308 0 CSIT351308 (� 27 2 a i 1 keymap W PAD= 419.7 N . o � ,_ .. PA - 420.4 � PAD= 429.4 � • � 0 I , LL j - __ 15 y PA = 428. PAD =431.2 5_ f .. I ma r PAD= 424.8 In C� - Li W.- ., . . Z Z -4- = W F 25 0 . w PAD= 416.8 PAD~ 415.8 0 , SSMH60 i a Q 2 0 STA 25 +28.52, 0.00 w IE= I 16 47LF 8" PVC "._4 IE =4� 411.56 PAD _ 423.5 PAD = 426.5 9; 0950 G o. oTTF- _ �,Po IE- �i W o � _ , 416. 1 C7 ROW �- m o- r J, - LO _ SSMH62 2 ' STA 25 +63.051, O.Cd ' 410W OWN � I SS SS SS S&_ S SS SS ' r 24 +00, 25 +00 :3.4LF 8 PVC 0.0036 _ _. r N S- . 163RD A VENUE 921 _j SE _ 1,,� 25 +35.13 163P0 AVENUE SE I + x ol PAT 1 RECR 0 PAD 4 2.0 PAD= 419. T T \ SSMH50 s# ROW STA 23+35.75, 1.01' LT 1s PAD= 417 0 PAD = 420.0 SEE C4.05 450 WJ 430 420 410 rf 390 :m - d � � � a N c� o N LOW PT STA: 24 +2786 co � t 0 T L 0 W PT EL: 414.16 FINISH GRADE ® � � 00 � il � N P W STA: 24+95.00 ROAD WA Y I D &i w P EL: 413.80 G 9.05% _ 24 +00 150.00' VC 24 +80 M O O N� oftaft PETER EVANS O _ - y BY DATE APPR � PROVED N F �W S- 0. O ;� O 10' 1 46' 13' W mm N� RIM- 9.60 R� IE(N) =4 412.05 paON IE(SW)= 41:%3411.95 t7 EXISTING GRADE .J N N F - 0.50.x' - -- } �• - __ . . 34LF S" PVC ELF 8" PVC L - S' D.pg21 Z 44' 63 S= 9: -8880- -0--.036 J SSUH50 SSMH60 = RIM= 414.66 RIAM =4�48 41707 IE(E) 408.03 IE(SE) 408.82 V IE(NW)- 407.93 IE(NE)- 408.82 Q 47LF 8" PVC lE(W)- 49408.72 S- 0.0111 ELEVATION AT EXIST. GROUND ELEVATION AT FINISH GRADE - d � � � a N c� o N � 0 co � t 0 T to FINISH GRADE ® � � 00 � il � N N eF ROAD WA Y I D &i w W w G 9.05% _ 24 +00 24 +40 24 +80 25 +20 25 +60 oftaft PETER EVANS OW DCH I AT FuSON E F Wr OW WCH SOU "°°°"°MMY _ - y BY DATE APPR � PROVED S- 0. O 10' 1 46' 13' 35' SSMH62 (� RIM- 9.60 R� IE(N) =4 412.05 1�'1 IE(SW)= 41:%3411.95 t7 - d � � � a N c� o N � 0 co � t N T 26 +00 � � 00 � 26 +40 J BS 05/01 /1 J BS I D 9°"E N/A G 03/16/1 23 +20 23 +60 24 +00 24 +40 24 +80 25 +20 25 +60 0 10 20 VERT. IN FEET 0 20 40 HORIZ. IN FEET Approved by: Approved by: Approved by: Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. Approved bv: CITY OF RENTON Date: Date: Date: Date: 1 CONSTRUCTION PERMIT APPROVAL 2 AS- BUILTS zw REVISION O C31 o N - fn N �^ i �� V n; N N T 26 +00 26 +40 J BS 05/01 /1 J BS I D 9°"E N/A G 03/16/1 JBS AMIE B. SCHROEDER, P oftaft PETER EVANS OW DCH I AT FuSON E F Wr OW WCH SOU "°°°"°MMY CHECKM AMIE B. SCHROEDER, PE BY DATE APPR � PROVED 450 440 430 420 410 400 390 380 HOMMWAL, ° M/I NI DATUM CONSTRUCTION NOTES O6' SIDE SEWER CONNECTION., 2X MIN. SLOPE PER COR STD. PLAN 406.1 O48" SANITARY SEWER MANHOLE W/ FRAME AND COVER PER COR SID. PLAN 400.1 AND 401 O 3 SANITARY SEWER CLEANOUT PER COR SID. PLAN 403.1 4O SAWCUT EXIST. PVINT. OCONNECT 6' SIDE SEVER TO MANHOLE PER COR SID. PLAN 406.1 O48" SANITARY SEWER MANHOLE SHALLOW PER COR 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 STD. PLAN 405. 3. A 6'x6 22" 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. S- 312311 r Z ... Z C � n i �Z m T m I I D n La � 8 s � 'Z D i 0 z Q z C ic 00 m a v tJ - ■ tJ v =- Z I r N W f I o . z o , S 4NAL l� � T CONSULTANTS e C3 Site Planrw* • Cnni En@neerng CALL BEFORE ° D YOU DIG Land Use Consulting Project Management 1- 800 - 4245555 733 7th Avenue, SIM loo i r'°' WA cn Z Phone: (425) 285 -2390 I FNC (425) 285-2389 . www.cphconsultants.com s r► aA7: CITY OF LIBERTY GARDENS 02/21/1 : ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS E:-D"' RENTON a,�:�� DRAW NC 14C Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE 04.04 S:.E^ 31 x:40 2 -NNNNAA TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 CSIT351308 keymap L. -C> C) c_ A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. CONSTRUCTION NOTES W SEE C4. 01 6" SIDE SEWER CONNECTION, 2x MIN. SLOPE PER COR O STD. PLAN 406.1 23 22,' 2 21 U P = 424.9 PAD= 429.3 PAD= 431.3 W 48" SANITARY SEWER MANHOLE W/ FRAME AND COVER 426 --�t, � 432 � �'��° Y $ PER COR STD. PLAN 400.1 AND 401 LL PAD= 439.6 Q SANITARY SEWER CLEANOU T PER COR STD. PLAN 403.1 430 434 436 � 4\� SA WCUT EXIST. PW T. PAD = 433.9 438 PAD = 440.3 CONNECT 6' SIDE SEWER TO MANHOLE PER COR STD. PAD -438.3 P 1 LAN 406. 423.73 1E =� SSMH110 !•� IE -4�8: - 427.93 STA 28 +51.37, 42.66 L T _ �. 6 48" SANITARY SEWER MANHOLE SHALLOW PER COR STD. MH65 O 1 TYP. :. _ imam PLAN 400.2 +43.48 6. QO' L 2 Cl) - i W RO GENERAL NOTES. LV ROW W y, t ` N ! I 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER to A MIN OF 4 INT 28 +56.40 1RD AVENUE SE SERVICE CONNECTION STUBS SHALL BE SET _ - 14+ . 1 T FEET BELOW THE BEARING PAD ELEVA TION. CN 0 O 1 9 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER 8 P PAD= 442.4 SS S S COR STD. PLAN 405. 2 00 a: QD N - l - stn 3. A 6'x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER W . 3 A �/ENUE E SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY M Q ,^ o, _ - SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND mommm gammas UTILITIES IS LESS THAN TWELVE INCHES i - " i( ' �T ow s ;" ROW i Q _ ,- 10 1 _ V , TYP: - IE-4 7 k: IE= j PAD =447.8 ��f -'> P, D =440.0 � 14 3 12 PAD= 433.1 lk PAD= 438.0 - {{ - PAD= 6.1 PAD- 441.0 PA 44 . Cn D 30 SEE C4.02 470 470 460 PV1 STA: 27 +90.00 460 PV1 EL: 440.49 Q 100.00' VC 450 N + � co 450 sh to N vi iW EXISTING GRADE vi iii � ROADWAY ��. Cfl co m + FINISH GRADE ® 1.81 �' -2.19 Cfl ROADWAY -- -- "0 Cy _ _ _ _ - 440 LU 9.05 Z i q i N _ H 430 430 i V - ELF 8" PVG , I► a c... .S` • .. sa.r 420 SSMH65 420; -_• ! 18' 39' 8' RIM= *6 436.06 KEYMAP Ms 1E(S)= +2&.4& 428.07 410 410 O j o z ELEVATION AT EXIST. GROUND o � w 400 ELEVATION A T FINISH GRADE 400 f is t OVAL CN to �o NN �4; �K cc �o o CONSULTANTS Site Planning @ Civ Engineering CALL BEFORE Land Use CorwIt� • Project Management � YOU DIG 733 7th Avenue, Suite 100 � wrkland, WA 99033 26 +80 27 +20 27 +60 28 +00 28 +40 28 +80 14300- 4245555 : Aven �xi90 FAX kkmW WA98 9 www.cphconsultants.com 0-- 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS "�«S �� LIBERTY GARDENS 02/21/1 Approved by: Date: 2 AS- BUILTS GG 03/16/-15 JBS N/A CITY OF :'E-_D80(><: VERT. IN FEET y AMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 0 20 40 Approved b: Date: _ RENTON : -- pp y PETER EVANS a� � �w►wtHC yc: mmmmmp DATUM HORIZ. IN FEET Approved by: Date. IE�e. SCHROEDER, PE E Planning /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE 04.05 N 0 . REVISION BY DATE AP P R 'G`E ACOM111'10Lf Copyright ©2014 CPH Consultants. LLC. All Rights Reserved. A roved b Date: APPROVED I 1 32 40 -NN n z VJ Z T �X C D Z m m D S> D T 8 �C D Cn D D • i D rn s < T D A r Uz z D v a D Z Z C 3 ao m a J- >w �1 1 . z 1 W N I T �X O m Z n TBLOCK_COR OTOP351308 CUWS351308 CUSD351308 CNOT351308 CGRD351308 CSIT351308 keymap OSIT351308 z w Oo a_ A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 Ey W.M. CONSTRUCTION NOTES W 1 6" SIDE SEWER CONNECTION, 2Z MIN. SLOPE PER COR 0 20 f SID. PLAN 406.1 Y Uj PAD= 415. 48" SANITARY SEWER MANHOLE W1 FRAME AND COVER J 16 1 % -r I 2 PER COR STD. PLAN 400.1 AND 401 19 PADS 422.0 (� PAD =426.5 P D =420.0 PAD =418 3 SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 .0 t 0 0 10' PUBLIC SD ESMT. . 4 SA W�CUT EXIST. PVMT. 5 CONNECT 6" SIDE SEWER TO MANHOLE PER COR STD. PAD = 419.0 PAD = 417.0 PAD = 415.0 PLAN 406.1 PAD = 423.5 48 SANITARY SEWER MANHOLE SHALLOW PER COR STD. lE- lE- . PLAN 400.2 (n 441 0 �8 PRIVATE ACCESS AND 1 lYP,.=� z - 2 SSMH70 .f' PUBLIC U71LI TY TRACT (j STA 0 +68.60, 4.89' RT GENERAL NOTES: IE� 1. THE INVERT ELEVA TION FOR INDI VIDUAL SANI TAR SEWER 41 2 SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 4 1, 5 6 FEET BELOW THE BEARING PAD ELEVA 110N. C'3 _ R : t N } >;$ f 0, 6.00 5 STA 3 T v 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER }$ ., lE$ COR STD. PLAN 405. Ss SS _ 41016 W V o 3. A 6 x6'x2" THICK ETHAFOAM (RIGID INSULATION) BARRIER nr r SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY F , m LL,I 94 1 W SS ER PIPES AND 5 Y SEWER MAIN WHER CLEARANCE TO OTHER J UTILITIES IS LESS THAN TWELVE INCHES ;., o S 56 � � Q F 8 PVC 0 .005 0% Y ' ux. 02 ° INT 50+00.01 PAT 1 LU _ 25+35- I 1 A SSMH60 W STA 49 +99.551 6.58 RT /. 1 °o °' CIO N SEE C4.04 440 440 CL Z 430 c`Ov o °D 430 W II II O _Q (6 QQW °o�i� �o�' c i i , +'"� m EXISTING GRADE °�� ® ROADWAY �Q ZN II ¢ �� �c� J I I W ...i 0 420 ° cn �, FINISH GRADE ® + 420 �. DOZ -2.00Z 6.19%2. 00% - 4.39' ROADWAY ^ o II• J. s - 00% e Z J W W 1.00% 410 66 94 _ - - - --- --- - - - - -- fr?ER 8" PVC _ 93LF 8 PVC 410 5- 6: -sege 5 $ SSMH80 54" 0.0053 RIM 413.51 IE(N)- 489 X36 409.80 50, 130 N Q 400 400 i SSMH60 SSMH70 Ap RIM 417.07 RIM -4*.4+ 416.23 i IE(SE)- 408.82 IE(NW)-.73 409.17 IE(NE)- 408.82 IE(S)- 409.27 .., a IE(W) =49&:� 408.72 390 390 KEY MM KEYMAP NM �w 380 380 z ELEVATION AT EXIST. GROUND 5 a ELEVA 71ON A T FINISH GRADE � S T ti�`�` cc SI � �� Q0 QO Ln �� Ui CONSULTANTS Site Planm g • Civil E*nee ing CALL BEFORE Land Use Consul�g @ Project Mani�e�rre+�t YOU DIG 733 7th Avenue, Suit 100 � 1(irkiand, WA 98033 60 50 +00 50 +40 50 +80 51+20 51+60 52 +00 14MM- 4245555 Phone; A v n) e, %k 1 FAX.- Ki kmm 28� 2389 www.cphconsuItants.com 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01 /1 JBS 90 DA7 N/A HO W 1> 3/101 CITY OF LIBERTY GARDENS 02/21 /1 A roved b Date: 2 AS- BUILTS GG 03 16 1 JBS �,� F VERT. IN FEET Approved AMIE B. SCHROEDER, PE ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS D8C0< 0 20 40 Approved by: Date: RENTON DAZE: PETER EVANS ow � �+Znw <4c c H RI . IN FEET Approved by: Date: �, AT � � DATUM Plan nin /Building /Public Works Dept. SANITARY SEWER PLAN AND PROFILE C4.06 0 Z EE AMIE B. SCHROEDER, PE F Wr oNE POOH g Copyright (D 2014 CPH Consultants, LLC. All Rights Reserved. A roved b Date: NO. REVISION BY DATE APPR APPROVED 'G`E A00°"0N'10LY 5� 33 40 A-NNNNA : X15 8 2 l c �O 1 1cn m z Z;. m m � D w T 8 'o j in I , m f D s � l t { t I , 0 a D 2 Z C 9 im m a ^J - <= r -� J v _z N W 8 l D �O 1 1cn Z;. TBLOCK_ ""OR OTOP351308 CUWS35 _308 CUSD35' 308 CNOT351.308 CGRD35__308 CSIT351,',08 keymap OSIT351,')08 LLJ Z U LLI Of A PORTION OF THE SE 114 OF SECTION 14 TOWNSHIP 23 N, RANGE 5 E, W.M. CONSTRUCTION NOTES W SEE C4.03 1E =418.5 36 1E =418.5 I 1 6w SID SEWER CONNECTION, 2% MIN. SLOPE PER COR E 35 34 29 STD. PLAN 406.1 PAD= 421.2 PAD - 423 4 - - _ - PAD 424.5 W I a 1 PAD" = 429.7 48w SANITARY SEWER MANHOLE W/ FRAME AND COVER O SSMH45 PER COR STD. PLAN 400.1 AND 401 W PRI VATE LL = STA 21+23.90m, 6.00' LT SEWER ESMT. SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1 4 SA WCU T EXIST. PVMT. CONNECT 6w SIDE SEWER TO MANHOLE PER COR STD. EWER ESMT. 5 32 PLAN 406 1 1 _ v ; P ,D= 423.0 ,f - - w PAD 4-11.21 CONNECT TO EXIST. 6 48 SANITARY SEWER MANHOLE SHALLOW PER COR STD. PLAN 400.2 __. SEWER STUB ; C) , - ., o Z _ - 28 ,ZMH10' W N 176494.06 = AD 424.1. GENERAL NOTES, E 1321200.83 - � VA 11 F N ANI TAR P SEWER 1. , ,.: THE INVERT ELE ON OR ! DI VIDUAL S WE S= : Q - - _ A MIN. OF 4 ZSLF PVC FEET BELOW THE BEARING PAD ELEVATION. (� 29 . s... . }.. - 2. 2 SANITARY PIP BEDDING SEWER MAIN SHALL BE PER COR STD. PLAN 405. SSMH2O ��,N 176466:05 ' F • f rf , > 'f E 1321200.63 IE= 41 ,� 3. A 6'x6'x2w THICK ETHAFOAM (RIGID INSULATION) BARRIER Wt \ 31 - - CNN SHALL BE INSTALLED SIX INCHES ABOVE THE SANITARY v j 1 TYP. y SEWER MAIN WHERE CLEARANCE TO OTHER PIPES AND PAD= 421.0 J a SS ,?'r UTILI TIES IS LESS THAN TWEL VE INCHES. A , \ ti - 27 SS \ PAD = 419.7 Off -- \ SS t 4 µ I _ _. -.. .... ,. !.+' ✓ ...._.. ,. ` ti`s. 26 .t PAD 416.8 OS 2 . I SS ...: SSMH40 i. t STA 22 +84.21,: "00' LT - - I 15 PUBLIC SEWER ESMT. SS P 3 - Lu WETLAND LIMITS r'}1 _ a N 0 H30 • 2 s. . �_ NOTE.- 30 9 TA +78.37, 50.39' RT 1. THE EXISTING GRAVEL PATH ON ONION 162ND A VENUE NE SHALL BE T F RESTORED AND MAINTAINED TO SERVE SEWER ACCESS. SEE C4.04 - ----------- 440 440 Uj EXISTING GRADE Z ® PIPE Q Q 430 m 02 430 can `O �► FINISH GRADE 0 - 6090�� PIPE Ui 1-i o • p� _ 00 LO 11 g 0.0090 _ p N 420 I I 4.72X 420 8 N II _ _ ____� - - - - -- •4 -------- - - -_ -- - -ZU- -- 1.05% 1 Q W s s N eX 410 t 410 A- 29 56LF 8" PVC ELF 8 PVC S= X3:805$ S- ��9958- o S- SSMH2O 0.0059 0.0070 .RIM= 424.•81 424.19. SSMH30 SSMH40 _... 400 IE SE - • 405.79 RIM- 6.93 IE(RIM-414.91404-58 E) i 404.58 ( , IE E IE(SE) 407.41 400 � i�P ! Li O 406.92 KEYMAP X!S T. SSMH IE(N)= 405.69 IE NW - 406.82 IE(N)= �G84OZ41 ( ) IE W 407.31 ms �-� 425.75 � SsMHO � ( ) E(E) =46�S.- 96405.10 RIM= 42 4.00.424.47 L _ 4 9 4.9P404.95 = � IE(S)#405.45 E(.. ;'�1 47 7.03 i8 390 L 390 +6'r LE 8' 0900 6.6f V S- z ELEVi4TrON AT EXIST. GROUND LI, 380 ELEVATION AT FINISH GRADE 380 FS aNA 0o d o o �r o �r o 00 0 �� o o ;� �� o ►� o t �, Ln �, �N NN oN �N 0; �N to x to CONSULTANTS CN �- �- � d- �N„ t-�.. .N�. d` � � N �' e} � e}• � et• � �!' � e!'• �fi Sde Planrwg * QW Ergneenng CALL BEFORE Land Use Consulting . ProjW Mdn *mwd YOU DIG 733 7th Awwue. Suite loo 1 Kwkmm. WA 98033 2 +80 2 +40 2 +00 1 +60 1 +20 0 +80 0 +40 0 +00 � 1- 800 - 4245555 Phorm: (425) 285 -2390 I FAX (425) 285-23899 www.cphconsultants.com 0 10 20 CITY OF RENTON 1 CONSTRUCTION PERMIT APPROVAL JBS 05/01/14 JBS _ s� �� ���� LIBERTY GARDENS � 02/21/1 - Approved by: Date: 2 AS GUILTS GG 03 16 1 JBS D NSA �� CITY 0 E ice: VERT. IN FEET AMIE B. SCHROEDER, PE ML ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 0 20 40 Approved by PETER EVANS : Date: o _ RENTON PAGE. �w+w +►rc No= Approved b DATUM SANITARY SEWER PLAN AND PROFILE Date: �T �u � Planning/Building/Public Works De t C4.07 HORIZ. IN FEET pp y JAMIE B. SCHROEDER, PE e: wr ow WCH Dept. Copyright ©2014 CPH Consultants, LLC. All Rights Reserved. A roved b Date: N0. REVISION BY DATE APPR �� PROVED � S 34 Y :40 A-NNNNA J' . T � - D T O Z T m `4 _= 0 - z T f1 3 > h C � f,. I zZ _z T 1� 't n G n I� D T O ' f m I�