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S ' t CONSTRUCT TEMPORARY/ _ I <br /> CONNECTION TO EXIST/ - I EXISTING 7 <br /> S SD LINE AS REQUIRED p ' WIDE TRENCH H a' ,; _I LEGEND: <br /> s ��¢HASING DRAIN �,� - • CLEANOUT <br /> - EXISTING 11" • - <br /> g WIDE TRENCH / _ _ <br /> DRAIN j I ■ CB TYPE 1/INLET <br /> s L - PROTECT E ST <br /> 7 STORM DRAIN © ■ CB TYPE 1L <br /> • <br /> L' -_� ® CB TYPE 2 <br /> g ''a '0 CB-21 - -_ <br /> —so— STORM LINE <br /> :F 2 �y I. <br /> x REMOVE EXIST, r _ _ I, <br /> 1e.CMP <br /> FLOW ,1 " \ / O w—UNDERDRAIN <br /> S ' /LITTER CO h.. \ N. <br /> / / <br /> i i <br /> /�4 _ -1.7 CLEAR, GRADE, HYDROSEED <br /> =_I _ �/ 1 ' __ // CONSTRUCTION NOTES: <br /> -1;2N <br /> `� �-:= 12"SD r509+II \1'2'' 12' SD / 510+00 510+/0 SD <br /> _ _ -- --. 1 REMOVE EXIST CONCRETE TRENCH DRAIN. SIZE <br /> -<N-1--: — -- I \ i / I I. - _- -- I O VARIES 7" OR 11" MADE. SEE NOTE 12 ON SHEET <br /> g r w= - PROTECT BURIED N 1 — �! REM�IVE EXIST 15" CITE I � SDN01. <br /> tf h GAS PIPE -_ CB-02, FLOW SPLITTER I O2 CONNECT TRENCH DRAIN TO NEW CATCH BASIN, <br /> PROTECT LIGHT .1 { ' - 12"SD SDDO2 I SEE DETAIL 13, SHEET SDD03. <br /> 7 FOUNDATION i r ink arm <br /> l I r=..QIJ L 200 DETAIL _ 0 REMOVE EXIST CATCH BASIN. <br /> REMOVE EXIST -nv °H°* — — — -,_-____.-T, ° - OS RECONSTRUCT WATERLINE AS NEEDED TO AVOID <br /> B 15" CIMP 1I I�_._ - r r _ <br /> OUTFALL 300 JI` a I CONFLICT WITH STORM DRAIN. <br /> I <br /> F. <br /> S0002 DETAILIl 1--' 1 --I JI O COORDINATE <br /> RELOCATE GAS TO AVOID CONFLICT ENERGY <br /> STORM <br /> at, = -------L- i1 I z, DRAIN. <br /> o „� <br /> x - - -u _ - - - - - - - - - -Property tk ay uW - - - = O7 VERIFY ELEVATION AND LOCATION OF POWER AND <br /> COMMUNICATIONS CONDUIT CROSSINGS WITH STORM. <br /> RELOCATE CONDUIT AS NECESSARY. <br /> i " HARDESON ROAD <br /> 0 CLEANOUT, SEE DETAIL 20, SHEET SDD04. <br /> GENERAL NOTES: <br /> 1. CONTRACTOR SHALL VERIFY GRADES FOR <br /> k. DRAINAGE BEFORE CONSTRUCTION BEGINS. <br /> 8 <br /> 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL <br /> UT1UTIES AND DOCUMENT PRIOR TO BEGINNING <br /> CONSTRUCTION. <br /> PH 2 PH 1 <br /> 445 445 445 445 <br /> F.. <br /> rZ v <br /> "Z--a v <br /> o 440 c _N �7rn O v <br /> p V N 3oo-0 440 440 N 3 z 440 _ ■■ ■■ <br /> _ <br /> IN <br /> _ <br /> T <br /> - -r- ■o■gOU ' Z N M <br /> x C7 Q a aV <br /> / J CO 2pIa0 II II <br /> II II p v ON <br /> g0 1- 1 - <br /> M. <br /> - <br /> i <br /> " C7 . a Z O O Z r•-,Z Z OO Lj W V cVR v O 'L--,1---2----:i ■■ I- <br /> z .N -o v w oIovItNonwww . w w w w I �■■ _■ - ' <br /> v 435 in <br /> vN2c4 1,1 ^ 435 435 rzo o 435 <br /> N 0,• <br /> I 1 1 ■i: <br /> _ - 1 I <br /> Nw Npa www <br /> SDOI.5,,g mNNVV v - _ <br /> S7 UKP � CCOW - -7:: <br /> - <br /> // <br /> PROPOSED <br /> PHASE 1 KEY PLAN <br /> � 430 430 430 GRADE 430 <br /> ' EXISTING <br /> a/ - GRADE PROPOSED <br /> %4 FINISH GRADE EXISTING <br /> ° 425 GRADE <br /> 425 425 425 <br /> --_ ---'' ---- _'L- <br /> 75 LF t 12"SSD @ 0.257 64 LF 12"SO-PP 0.297 70 LF 12" SD @ 0.147 <br /> P ' 0 0 <br /> %1 420 � 420 420 � 420 <br /> EXISTING 12" SD 36 LF 12"SD 0.287 <br /> (VERIFY DEPTH) CONNECT TO EXISTING VAULT — <br /> f\ <br /> 8 Y IE=420.9 23 LF 12" SD 8 6.35% <br /> 415 415 415 415 o 10 20 40 <br /> 8 508+00 508+40 508+80 509+20 509+60 510+00 510+40 600+00 600+40 I i , <br /> 1 inch=20 ft.HORZ <br /> 0 2.5 5 10 <br /> �� I <br /> E m <br /> 1 inch=5 ft.VERT <br /> B <br /> a <br /> DRAWN OBY DESIGNED <br /> KJH BY 9 s. LEj , MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET <br /> E s CHECKED BY APPROVED BY 2�,�5•t iA89�j�oyC -_`O ° A 7000 7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> o= LAw RJL A '� 7_� commumtytran� / <br /> DATE 'd STORM DRAINAGE SD01 <br /> e ..� 1/25/2018 1601 Sth Avenue,Suite 1600 7100 Hardeson Road <br /> /11 2/14/18 KJH LAW RJL ADDENDUM 1 sr0eA1 t''''' 206.622.5822 <br /> WA 98101 PLAN AND PROFILE <br /> fzz J 0 B No1600557 <br /> Everett.Washington 98203. <br /> NO. DATE BY CHD. APPR. REVISION 2/21/18 www.kpwww.kpff.com (425)348-2312 Fax(425)438-61 41 PHASE 1 70 OF 121 <br />