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HomeMy WebLinkAboutD-295223T T r^ r❑ v! i Q 410 400 390 380 370 A PORTION OF NW 1/4, SEC.3, T.23N, R.5E, W.M. EXISTING STORM DRAIN SEE DETAIL FOR CONNECTION TO GUTTER SD27 DAYLIGHT WALL Q / DRAIN IN DITCH APPROX LOCATION OF FUTURE AND SOLDIER PILE 12" WATER LINE. TO BE, y UNDERDRAIN INSTALLED BY DEVELOPER OF "£ = -�'4a:;�: \ EE NOTE 7 CHRISTELLE RIDGE PLAT (t 2' �r EAST OF WEST EDGE OF EXIST ' PAVEMENT FOG LINE) „ n > -II:. i ClTY iY' ,'ON an m an an— 1 ROW, TYP 1 co+' NI �1 m W :.._ JI UI Q I \ 21 X1.2• +00- -�_ EEK PAR WA _-1 COAL CR 215+00 W ---------- PROPOSD ✓`� TREENCHESEE IDWG UIG9.Y ROW, TYP , PROPOSED ILLUMINATION i CONDUIT. SEE -DWG ILB. i - PROPOSED ILLUMINATION CONDUIT. SEE DWG IL8. .................. .... .......... _._ ............... ..................................... ........ _ ............. -.. ....... . .......__... _ .................... ........... _ ..................... . ............................... _ ... ................. _._ .............. ................ _.._ ........... . . ...... _ ..................... _ .... .._ .............................. _.. ........ .. ...... _ ............... _ _....... .............................T. i..::::::.. . . _...',.. - - - - - . - .'I'. IEXISTINO :i: :i: � �GBI T :: . . :i: .. .... T +oi ,0 • L.0 : LT . T � 14� � L :i: }.__..........._.._ .........................._.._..............._...................................._.........................:..... . ......... . L ...............__............,. " —39 i0 . .'.' L'.'.'.'.'.'.'.'.'.. I IM =383:83 . .'.L'.' 2.'.'.'.. L :: — 6 I I C I:E . .1. :i: ..37..2 C PE :-•5. . ... .. ....... ... . ... . ....... ... : :i: .... 57:0 2g.8 RT' .---....._.. .._....-- _.._..;_._.— .......... — . .— `. . ...... .......:.........i. . ::' :i:. ._ � — — ' :::. _. .' I I�, : '.N - •.'1'.2:7.: ::::.�' ....:.........:......... .........' f .... .203' LF. _ -- :.........:.........:.........i : :1 ( ) :(: :j: :j :1:... — : :i .....i ......... ..........:.......... . . . . • - ;.. ; t49 LF:: ;... D' /0 14 NOTES: N - ------ (`� OX DENOTES NEW STRUCTURE, SEE THIS PLAN �� OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS /iC/ 1. STORM DRAIN INVERTS ARE MEASURED J FROM CENTER OF CATCH BASIN. U 2. PIPE ZONE BEDDING AND BACKFILL PER WSDOT STD PLAN B55.20 -0 �Q 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE LATERAL PROFILES. / 4. CB TYPE 1 PER RENTON STANDARD PLAN SP 8012. 5. CB TYPE 2 PER CITY OF RENTON STANDARD PLAN SP B027. 6. ALL FRAMES, MANHOLE RINGS, AND LIDS SHALL BE OF.LOCKING TYPE PER CITY STANDARDS IN RIGHT —OF —WAY. 7. PLACE HAND PLACED RIP RAP AT OUTFALL OF WALL DRAIN AND SOLDIER PILE WALL UNDERDRAIN PER KCRS-STD PLAN 2 -024. 8. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. ,410 SOLDIER PILE WALL STRUCTURAL 400 EARTH WALL 390 N 380 370 ....:.. ........:..........:..........: ... ..... ..... _ _ ._ _._._. —.._.. _..__._..�.._....._ -- ...._._.._ _— - ... - - - -_ .. . 360 �. —: _ _— .._- - -. —.. — -- —_... _._.— — .._— ._...... —= - - -- :.._._ —...— -- . —..._ __... _ _— -- _. —.. 360 ; 212 +00 213 +00 214 +00 215 +00 S• GU KC MAP NO. 316-12 333019TH AVENUE SOUTH DRAINAGE REVISIONS NAS 6 24 08 CALL 48 HOURS ® FEDERAL WAY, WASHINGTON x DRAINAGE REVISIONS NAS 8 25 OB was BEFORE YOU DIG BERGER/ABAM 98003 -2600 ARM E X B 1 K E E X 11 I x c. VOICE: (206)431 -2300 O6 SG 1- 800 - 424 -5555 FAX: (206)431 -2250 F7(P1AE5 ]ME 4,09 King COU11tj/ ., NO. REVISION BY DATE APPR @sG Larl Smed w *d Sw 0J 2004 "l 04.-5ZW by Seow la Nmna• a l2oNlW#7- 04- 032IC401du 1079- S011 dw xm c L 10 0 10 20 20 0 20 40 VERT HORZ scale feet scale feet KEY PLAN xOi m... E: CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RENTON RECONSTRUCTION DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS Approved For Construction SANITARY SEWER AND DRAINAGE SD11 F IR PE WI Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 8 — 79-18, 390 N 380 370 ....:.. ........:..........:..........: ... ..... ..... _ _ ._ _._._. —.._.. _..__._..�.._....._ -- ...._._.._ _— - ... - - - -_ .. . 360 �. —: _ _— .._- - -. —.. — -- —_... _._.— — .._— ._...... —= - - -- :.._._ —...— -- . —..._ __... _ _— -- _. —.. 360 ; 212 +00 213 +00 214 +00 215 +00 S• GU KC MAP NO. 316-12 333019TH AVENUE SOUTH DRAINAGE REVISIONS NAS 6 24 08 CALL 48 HOURS ® FEDERAL WAY, WASHINGTON x DRAINAGE REVISIONS NAS 8 25 OB was BEFORE YOU DIG BERGER/ABAM 98003 -2600 ARM E X B 1 K E E X 11 I x c. VOICE: (206)431 -2300 O6 SG 1- 800 - 424 -5555 FAX: (206)431 -2250 F7(P1AE5 ]ME 4,09 King COU11tj/ ., NO. REVISION BY DATE APPR @sG Larl Smed w *d Sw 0J 2004 "l 04.-5ZW by Seow la Nmna• a l2oNlW#7- 04- 032IC401du 1079- S011 dw xm c L 10 0 10 20 20 0 20 40 VERT HORZ scale feet scale feet KEY PLAN xOi m... E: CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RENTON RECONSTRUCTION DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS Approved For Construction SANITARY SEWER AND DRAINAGE SD11 F IR PE WI Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 8 — 79-18, ....:.. ........:..........:..........: ... ..... ..... _ _ ._ _._._. —.._.. _..__._..�.._....._ -- ...._._.._ _— - ... - - - -_ .. . 360 �. —: _ _— .._- - -. —.. — -- —_... _._.— — .._— ._...... —= - - -- :.._._ —...— -- . —..._ __... _ _— -- _. —.. 360 ; 212 +00 213 +00 214 +00 215 +00 S• GU KC MAP NO. 316-12 333019TH AVENUE SOUTH DRAINAGE REVISIONS NAS 6 24 08 CALL 48 HOURS ® FEDERAL WAY, WASHINGTON x DRAINAGE REVISIONS NAS 8 25 OB was BEFORE YOU DIG BERGER/ABAM 98003 -2600 ARM E X B 1 K E E X 11 I x c. VOICE: (206)431 -2300 O6 SG 1- 800 - 424 -5555 FAX: (206)431 -2250 F7(P1AE5 ]ME 4,09 King COU11tj/ ., NO. REVISION BY DATE APPR @sG Larl Smed w *d Sw 0J 2004 "l 04.-5ZW by Seow la Nmna• a l2oNlW#7- 04- 032IC401du 1079- S011 dw xm c L 10 0 10 20 20 0 20 40 VERT HORZ scale feet scale feet KEY PLAN xOi m... E: CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 RENTON RECONSTRUCTION DATUM Planning /Building /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS Approved For Construction SANITARY SEWER AND DRAINAGE SD11 F IR PE WI Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 8 — 79-18,