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Home My WebLink AboutS-372307ILOCK_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