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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. 0 o 1. <br /> CONSTRUCTION NOTES <br /> } O u <br /> m <br /> O 6"PVC FOR BLDG. DRAIN CONN., S=1.0%MIN. <br /> 0 <br /> OSTORM DRAIN CLEANOUT PER DET. ON SHT. C3.100, <br /> 2 INVERT ELEV. PER PLAN N <br /> O3 4"PVC PERF. WALL DRAIN, SEE 0.01 <br /> a <br /> 4O 4"PVC PIPE FOR WALL DRAIN CONVEYANCE, SEE SHT. C3.01 k <br /> O CEMENT CONC. SIDEWALK PER COE STD. DWG. 312. SIDEWALK N <br /> SEE C3.03 FLUSH WITH ASPHALT, NO CURB OR GUTTER. <br /> w = <br /> CEMENT RIBBON CURB PER DET. SHT. C2.100 <br /> 71, (TYP.) o z o 0 <br /> 1,024 \ CEMENT CONC. TYPE E-2 CURB PER COE STD. DWG. 309; o 3 <br /> J• \ 1,291 SF CT EXI T. CLA 7 p <br /> ❑-- o �I = 1 I O APPROX. LENGTH PER PLAN, SEE DET. SHT. C2.101 h o <br /> 483.5 s ti , 5 <br /> ; CEMENT CONC. DRIVEWAY RAMP TYPE 3 PER COE STD. DWG. 317 a <br /> 1,024SF 483.5 EE 79.25 2 21 y +-i I II O CEMENT CONC. CURB AND SIDEWALK PER COE STD. DWG. 312 <br /> INT f0+00.00 ROAD A f ' IM= 7.05 I 1 ,s <br /> =21+20.11 ROAD B a I I 10 SAWCUT, REMOVE AND REPLACE EXIST. AC PVMT. <br /> rm I \ ll l f0 o d <br /> 369sF Q Ra LEGEND Z <br /> Ic as3s 1 6" o IT h1111.I R AD A <br /> STORM DRAIN PIPE <br /> 6. 0 1 TH AVENUE SE <br /> �L J i 4a oo S= �2.16� ROA& +ol �I :��� �� <br /> - � I 49LF 1 SD �I l i 1 gIELY-C <br /> b I] SO CATCH BASIN �B <br /> i <br /> 24LF 1 (PRIVATES CLEANOUT W/CAP z <br /> F o e <br /> i <br /> /1 1.344 685F e \ I I d1 q4' i 39' iB'. � -R0- ROOF DRAIN A• 54944 `o� <br /> FEE= o <br /> 483.5 �sa WALL DRAIN �•OF4,SI1 ST F•�Ct�' <br /> as Ib <br /> 67 FEE❑ e° 10 R=3' 3 ----- f I 0 OP s AREA DRAIN <br /> 1,024 SF <br /> o I RIP-RAP OUTLET PR07EC71ON <br /> C840, TYPE 1 0 .41 v F ¢ THE AS-BUILT INFORMATION <br /> N 63 I; W E <br /> T -� 1E=i8B:94 2 1,84515E 1. SHOWN ON THIS PLAN IS PER <br /> s `E RIM-4�5.55 - Z A FIELD SURVEY PERFORMED <br /> 9+99.87, a48 m / F� C ,TYPE W <br /> 48d SJA 'T NOTES.¢�, BY MEAD GILMAN ASSOCIATES <br /> 6SL o -: 9+48. 0.00' Q o AND OR RECORD DATA <br /> 6 YP. IE=48. 1 _ \ o I 1. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT / <br /> as3s Loz4 5F PR ERTY 2 <br /> FEE- 62 ¢ PROVIDED BY THE <br /> L I BO DAR (TYP.) Of I CENTER OF STRUCTURE PER STRUCTURE PLACEMENT CONTRACTOR. <br /> ,. C O 483.5 1,291 SF I a I H DETAIL ON SHT. C3.100. <br /> TRACT 999 SEE C3.03 2. ALL STORM DRAINAGE(SD) CONVEYANCE PIPE SHALL BE <br /> ACCESS&UTILITIES LINED CORRUGATED POLYETHYLENE(LCPE), UNO. z <br /> 41,050 SF 3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR <br /> FRAMES WITH VANED GRATES(20"x24)PER COE STD. DWG. z <br /> 406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS y <br /> SHALL BE LOCKING FRAME AND GRATE OR LID PER COE 3 <br /> STD. DWG. 611 (UNO). Q <br /> O z <br /> 4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402. <br /> TYPE 1-L CATCH BASIN r0 BE PER COE STD. DWG. 403. <br /> TYPE 2 CATCH BASIN r0 BE PER COE STD. DWG. 405, y <br /> DIAMETER PER PLAN. LJ.1 2 <br /> J = <br /> 5. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN LL O <br /> ACCORDANCE WITH COE STD. DWG. 614 <br /> LU a <br /> 500 500 Q �•y�p•S� Q <br /> v W J <br /> 495 ¢¢ 495 <br /> ¢� z <br /> p o <br /> ¢ I n•6 <br /> 490 V p0 ++'F 24'O'vtiN ^tiff o98 7 VJ U Q k <br /> w o o I ^' 490 TRACT 999 J OQ <br /> c5 o z n I -n w ROAD C 5 -=ji <br /> i; Q m w <br /> 0 0^�i TRACT 998 25 77 7g <br /> m ode FINISHED GRADE �' / 7 m o <br /> o+II AT ROADWAY¢ _ _- '+I f <br /> 485 �c:IW ------ _ W 0 U <br /> Z u w 2.877 I ¢ <br /> 485 30 O 82 71 � 1 2 <br /> .86%-1.99% // 1 / RACT 997 31 ¢ 83 70 ROAD A <br /> J 54 -T CLIENT <br /> i <br /> a EXIST. GROUND ELEV 49LF 12"SD - 35 88 <br /> 65 so PACIFIC RIDGE HOMES <br /> 480 AT ROADWAY __-- 480 / <br /> „I _ 17921 BOTH ELL-EVERETT H WY <br /> -- Q -_ / -- g7 SUITE 100 <br /> A9 <br /> i ._------ --- S 16% L 59 BOTHELL,WA 98012 <br /> 2. <br /> - CB45,TYPE 1 (425)438-8444 <br /> RIM=48+.99 484.81 <br /> - 475 CB40,TYPE 1 IE(12"W)=48.ee 479.95 475 <br /> RIM=48A.59 483.44 IE(6'N)=480..56 480.36 <br /> IE(12S)=47&.92478.82 IE(6 S)=480.58480.31 <br /> IE(12'N)=478.2478.8 I T JH <br /> IE(12E)=4F932478 KEY MAP Y <br /> 470 IE(6"W)=4V9:4-2479.23 9 23 470 NOT TO SCALE <br /> CONSULTANTS <br /> i m Sete Planning•CIA Engineering <br /> Landscape ArchBecture•Land Use Consulting <br /> 1311-B NE 1101h Sheet <br /> EXIST. GROUND ELEV. ®ROADWAY anraoaSeuth wA9maa Hz5I2as2a90 <br /> 465 FINISHED GRADE®ROADWAY¢ 465 <br /> o Y IW-tch,WA 9MI•(509)93]31 <br /> ro h b h h N ro e0 h N v v ww w.c ph c o n su I to nt s.c om <br /> ry r. n ,1, m,1, h PROJECT NO. <br /> v v a e0 v v e0 �+ a �+ a a v 0132-21-028 <br /> n 0 5 10 <br /> DRAWING <br /> 9+60 10+00 10+40 10+80 11+20 11+60 VER7. IN FEET <br /> �o � 0 20 40 <br /> C3.02 <br /> HORIZ. IN FEET SHEET 15 OF 45 <br /> a Cail B.tore wa�e. 02o22avHaonselc ,ua.ARRirn:Resemm. <br />