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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 y <br /> o Iliillllll I EDGE OF 6"PVC FOR BLDG. DRAIN CONIC, 5=1.09 MIN. ro <br /> III WETLAND CRITICAL AREAS <br /> I IIIIII III I I BOUNDARY(TYP.) / _- / i -- -- \\ -� \ \ _ O STORM DRAIN CLEANOUT PER DET. ON SHT. C3.100, <br /> IN <br /> VERT ELEV. PER PLAN N <br /> 4"PVC PERF. WALL DRAIN, SEE 0.01 <br /> c \✓ _ 4O 4"PVC PIPE FOR WALL DRAIN CONVEYANCE, SEE SHT. C3.01 <br /> r \ _ m <br /> o <br /> 12"SO m O CEMENT CONC. SIDEWALK PER COE STD. DWG. 312. SIDEWALK <br /> asa \ \ 5 FLUSH WITH ASPHALT, NO CURB OR GUTTER. <br /> CEMENT RIBBON CURB PER DET. SHT. C2.100 y <br /> IIIIII IN +00.00 CAD - - - - _- 1 o I CEMENT CONC. TYPE E-2 CURB PER COE STD. DWG. 309; z o <br /> --_W+ O.US_YAULT-ACCESS i 1 TRACT 997 7 0 `3' p <br /> Ili I I✓ � \ I l "�-- O APPROX. LENGTH PER PLAN, SEE DET. SHT. C2.101 � m o <br /> BIOCLEAN MODULAR(STORM DRAINAGE/ DETENTION �iI I,,I a <br /> IIII 4 S-- 333"' _ CEMENT CONC. DRIVEWAY RAMP TYPE 3 PER COE STD. DWG. 317 <br /> WETLAND VAULT, OPEN SPACE) <br /> y67a SF SEE SHT. C.20 <br /> III I% 477..O " L__ SEE SHT. C3.100 - CEMENT CONC. CURB AND SIDEWALK PER COE STD. DWG. 312 <br /> 1s ass sF <br /> 231LF 3 IIIIIII �- 37 t , . +� _ I _ VA(1 TACC_ESS // ii� /�Jl/�/ 10 SAWCUT, REMOVE AND REPLACE EXIST. AC PVMT. a <br /> r - o30 sr _ <br /> IIIII aii o L (PRI ACCESS ROAD) //// / i j/�1 o <br /> -- -- ------ ---- - - <br /> 1 <br /> 1 <br /> IIII 38 y - ------ -------------- o- STORM DRAIN PIPE <br /> 1.030 SF / g1ELK <br /> dill\ II I� ai%o(TYP.) 5 ^� -- R=20 I I / / i// // / / of SD CATCH BASIN .�d�p4 w,46yd <br /> CLEANOUT W/CAP o <br /> I <br /> 39 ¢ ----- -- -- i z <br /> III 1,0305E -as- <br /> • i� O K O --- _®- <br /> ROOF DRAIN <br /> \ ___________ / III I I <br /> I I/ WALL DRAIN O�SFc,5459T4�4&6`a��� <br /> 5LF 12" <br /> L <br /> 40 - ° o S=1.10% I I I \V • AREA DRAIN S7aVA6 �r <br /> 1 II L030 SF L `lyy p� \ <br /> 1 FEE= o '� - -, --- - ------fig / 1 RIP-RAP OUTLET PROTECTION <br /> THE AS-BUILT INFORMATION <br /> - _ SHOWN ON THIS PLAN IS PER <br /> 41 FEE= S i:00% 7 -_- I I N A FIELD SURVEY PERFORMED <br /> I,G3o SF an.o 'I' 0.591 - 6 V I I l �� NOTES: BY MEAD GILMAN ASSOCIATES <br /> C815, TYPE 1 ° / • -v818;Type I \\\ 3gtp 12"SD i \ I I RD AND OR RECORD DATA <br /> i-� i. CATCH BASIN LOCATIONS SHOWN ON PLAN REPRESENT / <br /> - A\\ S=3.81% 5 A CONTRACTOR. <br /> j STA 3B+�r,�.31;$BB- �• J� a6 F R STRUCTURE PLACEMENT PROVIDED T THE <br /> 1 � CENTER 0 STRUCTURE PER <br /> DETAIL ON SHT. C3.100. <br /> - -- - - --- --I--'--- <br /> �i; <br /> _ t,o�o <br /> ( � sF,-- • N I \ 2. ALL STORM DRAINAGE(SD) CONVEYANCE PIPE SHALL BE <br /> - I ! LINED CORRUGATED POLYETHYLENE(LCPE), UNO. <br /> � RO R a 7 oI •� m <br /> I 6 - =3 3 4860.6528 o <br /> 3. CATCH BASIN INLETS SHALL BE STANDARD RECTANGULAR h <br /> b __ -- �_ 1 3152�i65 � z <br /> i 43 ® o _ _ FRAMES WITH VANED GRATES(20"x24)PER COE STD. DWG. W <br /> i,o30 sr �P _ 406 AND 411. SOLID LIDS FOR TYPE 2 CATCH BASINS U Q <br /> 11 Ii / 5 34 -33- -32- 31 30 29 28/I 27 26 1 SHALL BE LOCKING FRAME AND GRATE OR LID PER COE U 3 <br /> -968 3F 960 SF 960 SF 960 SF 1,260 SF �},60 SF 960 SF 1f •I _ FEE _ _ _ / s60 SE 960 SF/ STD. DWG. 611 (UNO). <br /> -�I o J z I I a7ss a79.5 a79.5 a7ss a7ss a79.5 afio. 480.5 I a60s abos 4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. 402. ZD o <br /> TYPE 1-L CATCH BASIN TO BE PER COE STD. DWG. 403. <br /> TYPE 2 CATCH BASIN TO BE PER COE STD. DWG. 405, rn <br /> DIAMETER PER PLAN. LLI o <br /> J o <br /> 5. STORMWATER PIPE TRENCHES SHALL BE BACKFILLED IN LL o <br /> ACCORDANCE 1411H COE STD. DWG. 614 ow <br /> LU a <br /> / w FINISHED GRADE AT O <br /> 485 ¢ STORM MANHOLE NOT AT¢ 485 Q <br /> ~ � Q <br /> EXPOSED VAULT WALL, <br /> W >p PROVIDE FALL PROTEC77ON LL.I --' <br /> BIOCLEAN MODULAR a 0- <br /> 0 00o WETLAND VAULT WITH 4'TALL FENCE <br /> m o o<d SEE SHT. C3.100 <br /> 480 oon 480 <br /> o+Iµl CB30,T e I <br /> RIM=4?66.69476.59 z v) <br /> z 41 IE(12S)=47295472.95 FINISHED GRADE O U <br /> 0.00% -II`" IE(12"W)=47.95472.91 Z <br /> 1739 AT ACCESS 24 1 o Q <br /> 475 475 a ^tip 98 7 ( O k <br /> TRACT 999 - >- Q <br /> TRACT 998 25 ROADC 6 =_= Q m w <br /> If77 76 ao c <br /> C W V U <br /> 470 CB15,TYPE 1 RAC <br /> 470 O ✓J2 71 2 1 i <br /> SLF 12"SD T997 Q ROAD 475.83 RIM=4�6r25 83 70 CLIENT <br /> 5=1.10% <br /> 473.12 IE(12•E)=473ri-} i DETENTION VAULT 64 <br /> 473.081E(12N)=i7-3A-7 SEE SHT. C3.20 '9p m <br /> IE(6SW)=473.29 �-g <br /> 0 465 _________ `'� ass 3 so �, PACIFIC RIDGE HOMES <br /> 22LF 12"SD I I =--h 17921 BOSUITE EVERETT HWY <br /> _ - _ / - 87 SUITE 100 <br /> i S I.Q64 II ---�---- L a< uNi"u� & 59 BOTHELL,VIA 98012 <br /> rn __ --- <br /> J <br /> -------------i i - (425)438-8444 <br /> 38LF 12"SD <br /> 460 EXIST. GROUND y 5=3.81% 460 r <br /> ELEV. AT ACCESS <br /> - CB05,TYPE 2-54" <br /> RIM=47&.9&478.32 <br /> C I Y T IH <br /> IE(12S)=463.15 463.10 KEYMAP <br /> 455 IE(12'1Y)=463.15 455 NOT TO SCALE <br /> CONSULTANTS <br /> i m Sne Planning•CIA Engineenng <br /> Landscape Archnecture•Land Use Consulting <br /> �o EXIST. GROUND ELEV. 0 ACCESS¢ .........m"", <br /> 450 FFINISHED GRADE®ACCESS¢ 450 mnra�,WA 9m34•H25I 9a M) <br /> o s N IWe.teh eeWA 9MI•(509)2917731 <br /> O N N O h Cn h O N w ww.cpheonsultants.com <br /> NI O o o N N o PROJECT NO. <br /> 0132-21-028 <br /> n 0 5 10 <br /> DRAWING <br /> 59+60 60+00 60+40 60+80 61+20 VERT. IN FEET <br /> �o � 0 20 40 <br /> C3.08 <br /> HORIZ. IN FEET SHEET 21 OF 45 <br /> a Cail n:tore wa�e. 0z 2cvnconseiceeu,uc.All Rirn:Reel,- <br />