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I <br /> ��. \— I` EI <br /> 1 Sf 1 STA. <br /> 35, TYP <br /> SEE TYPICAL ROADWAY SECTION A A, FUTURE WATER•(T1P) 1 +9850 <br /> SHEET CR 1 2' <br /> A.15+23.09 14 <br /> 8" <br /> I <br /> 14'RT,. - <br /> 'SDCB <br /> - ST <br /> B�j7,TYPE I <br /> •- <br /> RT <br /> 1 S 218� <br /> PROPOSED WATER P 09� <br /> 26 LF 12"CPE <br /> 1 D B 23. TYPE I ., <br /> E NOTE ( SEE SHEETS,C-3.0 <br /> STA. 1 +74.21 14'RT. -� <br /> i I AND C-3J_(TYP) •3fL' <br /> E i <br /> 1111 <br /> • <br /> m; �/ 26 LF 12 CPEP /� Q« <br /> ill <br /> a STA: 1 +00 ! • <br /> ' I•/r, - 5=4,67%: � '-L <br /> N = 837528 , ® eJ <br /> N. E= 1,2h4,552.191011M11 � 160.0108, <br /> 0 NSDCB#1, TYPE I \ ��� �� �I ��� <br /> - STA 10+0807\11.98'RT -^ <br /> way® � ► er® ����►® w�e . <br /> ,<i- CO <br /> 11+00 - 12+00MIN --� - Y3+00-- 15+00 <br /> NOTE 2(iYP) r9 ... ._.__. 4+DO 5 <br /> CALL 48 HOURS <br /> imm.soummmimmmpwiay..Bimomimmaiaumiuuii �villi BEFORE YOU DIG <br /> • <br /> Z 1-800-424-5555 <br /> I <br /> • <br /> Iiii,, <br /> / \ 2 <br /> 001E111, I, immigmewour 70 figagweivamadisi yirimmijr_ sypiinism . ,.._ <br /> PROPOSEi WATERS' ME• \ 300 <br /> �_ / T LINELYP) itl: �: _—�� NOTES: <br /> I \ isi L= • _ 380 400___--------- 1. SHEETUCR—RZTUONFORMATION SEE <br /> � • . , : r . -� - _ f--. 2. FOR ROADWAY HORIZONTAL <br /> 3e� CENTERLINE DATA SEE SHEET <br /> u — <br /> � 410�— cR-1.2. <br /> ' _ — — 3. AND C-2.1 FOR <br /> _. 1� -2%MIN. <br /> SEE CHEST C 2.0 <br /> `--— MASS GRADING. <br /> f <br /> I <br /> 360 _ - _ 24 LEGEND <br /> ROAD AND STORMWATER PLAN STA. 10+00.00 TO 20+44.87 <br /> SCALE 1"=20' EX.CONTOUR <br /> • <br /> ■ <br /> • <br /> I <br /> 400 ___ ..._. __.. .. ......____ I PROPOSED CONTOUR "SlItb <br /> • 1 2 <br /> TA .7.1.+55 _ __.._ _ _• <br /> PROPOSER FINISH GRADE oSPOT ELEVAT ON <br /> PMELEV=350.62 m. . ...................... .............................................................................................................................P.R <br /> A.D.=6.78 m`�11 • o tre EE_� TYPE I CATCH BASIN • <br /> K 29.51 <br /> 200.00'VC .-, <br /> 380 I <br /> �..m N12 <br /> e1 _- ' TYPE II CATCH BASIN <br /> ---- + m f M STORM DRAIN PIPE <br /> t LL_I <br /> SD <br /> � �w Iz <br /> > 12 a W <br /> d o^ n N w w 0 . SDCB 7 I S <br /> m n �i 12 P • <br /> EIM= 379.64 4'• Q STORM DRAIN PIPE ___ ___ <br /> I <br /> 360-_o.g u = (UNDERGROUND) <br /> "62 w m 'CO' 8"WPM SDCB�5 <br /> RIM=371.71 , <br /> • <br /> E=368.99 <br /> 5=4.53% <br /> C # <br /> • 8 W M <br /> • <br /> SD CB 3 <br /> • <br /> 340:.... --_ ._....__--. .......__... .._.__. :-._... __-_ .._._._. .............. \RMCB 360.80;. ..............._ _... ... ._...._._ __ ._.. _ .. .... .... -!� <br /> E 356.00 vi <br /> o <br /> DATUM ELEV • <br /> • <br /> I 111111111 <br /> • to I 330.00N �� `n oai0 `os <br /> n -cv 2 ^c..a `?0 <•� oO OBI r 0,,,:� ,Il m n N ") O' d.° O oo <br /> M M M M °'1 Mto <br /> O M M M M M M en iZ: <br /> M M„M�., ^N MM • <br /> CO o O M tii <br /> M M 1.0 <br /> MM ,%�a,7 „s M — — — <br /> -- <br /> 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 <br /> PROPOSED ROAD AND STORMWATER PROFILE (STA. 10+00.00 TO 20+44.87) KEY MAP <br /> U <br /> z SCALE 1"=20'HORIZONTAL <br /> 1"=10'VERTICAL <br /> .�...:y ��J�°`°�`R�$�$}0.41;DFbW'�� 3�. � £ �9�f..�6b.a�'✓'a-+E`i�Y '�.'t. c�w.r..A`�5`3;.� �tR,C:.uW" i.`Y.YS; <br /> ...,a x n. d. _sw.. � ', r ."� ,+ 1`i'e��"Yn�.�a 's&�` . fir t''f"" "f'a'� , ^.:3T=';r,�Xi'vsuII 5 <br /> No. Date' By Revision Description . Daeanea er. testa oats ,�4 V Rer <br /> 02/14/06 PACLAND ISSUE FOR REVIEW Sl1 02/14/O6 a 'dur2a <br /> 2 7/11/06 PACLAND RESUBMITTAL TxarmByr' _ = N a C32-1 INTERAIR ROADWAY EXTENSION GRADING <br /> w ' ► COMMERCE CENTER AND STORMWATER PLAN CR-1.0 <br /> 8/15/O6 PACLAND ISSUE FOR PERMIT JKG PERMIT „1B 4®,: , <br /> .„0„.a''.'s 11235SE6thSt r(425)453.9501 EVERETT, WASHINGTON AND PROFILE <br /> 1 PJM 2005024.003 Belem,WA <br /> F(425)4538208 <br /> ( gyms�zM°/ I Betewe,WA 98004 wmvAdwoaw <br />