Loading...
HomeMy WebLinkAboutD-29520CI O Itu 4 .y I N I 1 I 1 CITY OF \KING '4ENT0�� COUNTY Q r GAS GAS 4' {yq�7Fj' -_ Co _ 2 t% S ScA LID Z1 w �.� • _ _ u --r — ROW, TYP A PORTION. OF NW 1/4, SEC.3, T.23N, R.5E, W.M.. EXISTING STORM DRAIN 68 LF 8" PVC SLOPE = 0.40% PROPOSED WATER MAIN SEE DWG W3. �1 -- 6A -L. SS L- - 3+ ss SS 6AS _ OAS_ GE I SID SS 0 — 6 - 2041.00 11 T w._— �— -` _ — l s �- 55 LF I 8" PVC SLOPE = 0.41 %-/ W ~ OO U � z Y 1 DRAINAGE - - -- EASEMENT, TYP ---------- -- - - - - ----------- - -- ROW, TYP —!;D—SD —so —SD m `- 3E- �(=XiE 14 GAS —GAS GAS COAL CREEK PARKWAY SE r.,. 1 \55 Mti #0 LT) I B STA 203 +73.0 6" STUBS (48.69' RT) i O I ,� NOTES: OX DENOTES NEW STRUCTURE, SEE THIS PLAN OR LATERAL PROFILE DWGS AND STRUCTURE NOTE DWG FOR MORE DETAILS OX DENOTES EXISTING STRUCTURE AND /OR \ PIPE /CULVERT TO BE REMOVED ❑3 INSTALL CLEANOUT FOR DRY SEWER \ -X X REMOVE STORM DRAIN PIPE /CULVERT ,a - '-�,�GRADE TO DRAIN 1. STORM DRAIN INVERTS ARE MEASURED ' 0- FROM CENTER OF CATCH BASIN. '� \ 2. PIPE ZONE BEDDING AND BACKFILL PER \O� WSDOT STD PLAN 855.20 -0 17 3. SEE DWGS SD13 TO SD17 FOR DRAINAGE ' c 21 \-N LATERAL PROFILES. .ale, l 4. CONCRETE INLET PER CITY OF RENTON F, 2 STANDARD PLAN 8010. 0 % 5 SP B0CB 1 PER RENTON STANDARD PLAN 0 6. CB TYPE 2 PER CITY OF RENTON Q / STANDARD PLAN SP 6027. ll jW 7. SANITARY MH PER CITY OF RENTON � i STANDARD PLAN SP 8071. i ,.8. ALL FRAMES, MANHOLE RINGS, AND v 0 LIDS SHALL BE OF LOCKING TYPE PER CITY STANDARDS IN 19 RIGHT -OF -WAY. 9. CATCH BASIN TYPE 1L PER CITY. OF 1 - RENTON STANDARD PLAN. SP B014. __ I `PROPOSED JOINT UTILITY 10. CONSTRUCT CURB & GUTTER PER CITY OF RENTON STD PLAN SP F015. TRENCH. SEE DWG UG7. DRAINAGE I EASEMENT, TYP I (53.55' RT) 10 0 10 20 20 0 20 40 "s VERT HORZ i' T scale feet scale feet KEY PLAN KC MAP NO. 316-12 ADDENDUM NO. 1 NAS 3/21/0 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21/08 „�„ CALL 48 HOURS . 1 FEDERAL WAY, WASHINGTON °� � AN RENTON RECONSTRUCTION °°°°° BEFORE YOU DIG BERGER/ABAM 98003 -2600 ARM •° DATUM P ing /Buildin /Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS VOICE: (20e )431 -2300 amaa �--� Approved For Construe n a +061 -800 -424 -5555 N.0 m FAX: zos 31 -2250 JSC «<j 08 SANITARY SEWER AND DRAINAGE SD9 IXPIRES 2ME 4, ZOD9 King County ( NO. REVISION BY DATE APPR Esc x„E �w "oar Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 6 n i 83 L.1 Sam!m IrdN L92" d Q5.-5.NN by A..k— faN e•QI2IX/f IFAPWJ- 04- Q721CA�Idigs 1077_S009dg �•I