Laserfiche WebLink
PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o <br /> } O <br /> � x <br /> m <br /> O <br /> Q <br /> O <br /> 3 <br /> k <br /> E <br /> w � <br /> z 3 <br /> VARIES <br /> z o 0 <br /> 0 3 0 <br /> VARIES > m $ <br /> a N <br /> ARIE 6' 10' 10' i6' VARIES <br /> SIDEWALK TRAVEL TRAVEL PARKING <br /> ARIE 6' 10' 10' VARIES PER PLAN) z <br /> SIDEWALK TRAVEL TRAVEL 2 ZHaV MpX <br /> 3 <br /> 2% 2% 2% 2% <br /> 2H.�TVMq gV MA)( V MPX /\ �.,,-,:......,..;,a' <br /> 2% ZH' T\i�y / \i�V\\i \\ \i�V\ ~ p4 yf <br /> !\ i✓\!i/n / \i\i!i\!i\\\\i\\ / /!i\iili/jili/\\iili\ ij\\./ \/ l\,.1.i ii.i EXTRUDED CURB -ERQ� <br /> j�!!iX \��\�\\\ \�\\!�\ /\�. DET. ON SHT. C3.101 z <br /> CEMENT SIDEWALK <br /> \\� �� PER STD.. DET DET. 4-05 <br /> CEMENT CONC. SIDEWALK 87112"CEMENT 3"COMP DEPTH SUITABLE COMPACT NATIVE As cTsiEa �? <br /> PER STD.DET. 4-05 CONC.RIBBON CURB HMA CLASS 1 2" OR IMPORT FILL MATERIAL sst <br /> SUITABLE COMPACT NATIVE / MEETING 95%COMPACTION ONA6 4��0 <br /> 3"COMP DEPTH PER ASTM D1557 _1`y <br /> OR IMPORT FILL MATERIAL 3"COMP DEPTH ATB ,L <br /> HMA CLASS 1/2" MEETING 957 COMPACTION OR HMA CLASS 1" 6"COMP DEPTH THE AS-BUILT INFORMATION <br /> 3"COMP DEPTH ATE? PER ASTM D1557 GRAVEL BORROW <br /> SHOWN ON THIS PLAN IS PER <br /> OR HMA CLASS 1" 6"COMP DEPTH A FIELD SURVEY PERFORMED <br /> GRAVEL BORROW BY MEAD GILMAN ASSOCIATES <br /> q TYPICAL PRIVATE ACCESS-ROAD A B C D AND E e TYPICAL PRIVATE ACCESS-ROAD C AND/OR RECORD DATA <br /> C2.00 NOT TO SCALE(DESIGN SPEED=25 MPH) C2.00 NOT TO SCALE(DESIGN SPEED=25 MPH) PROVIDED BY THE <br /> CONTRACTOR. <br /> z <br /> 0 <br /> z <br /> z_ <br /> x <br /> a <br /> 3 <br /> z <br /> z <br /> 0 <br /> 0 <br /> U <br /> 2 <br /> (n <br /> 0 <br /> O <br /> x <br /> O <br /> Z <br /> N <br /> VARIES L u <br /> W oQD <br /> VARIES 16' 10' 10' 6' ARIE Lij <br /> ti <br /> PARKING TRAVEL TRAVEL SIDEWALK 7.5' 7.5' co <br /> ay.-It/ (PER PLAN) 7 p <br /> MqY ZH;1V MpX 2y,•lVM 1V MpX (D O <br /> 3N�V Mpx Gj\yj\% 29 29 2% 2% \i i i 3y'TV PX 29 2% //) Q <br /> i y\�\\ �\\iliiii\ii\ii\i/i/i/i/i / i /\\i..\\i!i\\Ili\ i �iy �qr 3HgVM/i�yi y/i VMgP >- J U k <br /> SUITABLE COMPACT NA11VE CEMENT CONC. SIDEWALK OR IMPORT FILL MATERIAL PER STD. DET. 4-05 3"COMP DEPTH SUITABLE COMPACT NATIVE 0 <br /> MEETING 95%COMPACTION 3"COMP DEPTH HMA CLASS 1/2" OR IMPORT FILL MATERIAL <br /> PER ASTM D1557 HMA CLASS i 2" MEETING 95%COMPACTION <br /> / 3"COMP DEPTH ATB PER ASTM D1557 CLIENT <br /> 3"COMP DEPTH ATB OR HMA CLASS I" <br /> 6"COMP DEPTH OR HMA CLASS 1" �6"COMP DEPTH <br /> GRAVEL BORROW GRAVEL BORROW PACIFIC RIDGE HOMES <br /> C TYPICAL PRIVATE ACCESS ROAD E p TYPICAL SECTION-TRACT 999 1792160SUITEELL EVERETT HWY <br /> SUITE 100 <br /> A9 <br /> BOTH ELL,WA 98012 <br /> CZ00 NOT TO SCALE(DESIGN SPEED= 25 MPH) C2.00 NOT TO SCALE (425)438-8444 <br /> CIPIH <br /> CONSULTANTS <br /> i m Sne Planning•CIA Engineenng <br /> Landscape Archnecture•Land Use Consulting <br /> N O 11321-13 NE IMh Sheet <br /> GhJaiW,WA 9U4-H2512&52390 <br /> E!Y IW_"h eeWA 9MI•(509)2917731 <br /> w.c phconsu I to nts.com <br /> PROJECT NO. <br /> UI <br /> oQ <br /> 0132-21-028 <br /> DRAWING <br /> C2.100 <br /> o- <br /> a ..r.below. SHEET 10 OF 45 <br /> C <br /> x ail n:tore w.aye. 0—2 cvn conseiceeu,uc.An ni rn:Resersm. <br />