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= M N 0 P Q R S T U V W X Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN 00 PP QQ RR A LEGEND: <br /> P <br /> • CLEANOUT <br /> O <br /> 'i ti • CB TYPE 1/INLET <br /> MAINTENANCE BUILDING CS TYPE 1L <br /> ti ® CB TYPE 2 <br /> CO :._e_,1__ <br /> � � ' <br /> so STORM LINE <br /> g . r —UD— UNDERDRAIN <br /> / CD sn6 •n _n sn• -so so O. s0 s0 "` n ` ` sn n v 4)--L-1 --)n _ su_ _ - SD--,.. n rx\\kc?'1 CLEAR, GRADE, HYDROSEED <br /> /� <br /> 11111-1------___ — CONSTRUCTION NOTES <br /> r _ uNOTE 12 ON SHEET <br /> x C8-47 O VARIES 7"EXISTOR 10NRWIDE. <br /> ETESEE <br /> TRECH <br /> ?;; <br /> 1DRAIN SIZE <br /> • <br /> N=344386.46 SDNOI. <br /> E=1292301.22 l- �, Vag <br /> CB 44 • <br /> CB-43 C8-42 . _ -'_- I 3 O SEE DETAICONNECT LRENCSHEET H ISD 03.N TO EW CATCH BASIN, <br /> r. <br /> \ \� • - Q 0 REMOVE EXIST CATCH BASIN. <br /> \l/ . -- _' �ifyI c �� _.__._ � :,.cru . N o1 ' 5 TOAVOID <br /> \ c ,.___,„,,, .:1 �o� � ����_- RECONSTRUCT WATERLINE AS NEEDED <br /> S �� � �"� L.i. o s.rf A 1 c W 1 4041, CONFLICT WITH STORM DRAIN. <br /> _ '''N © COORDINATE WITH PUGET SOUND ENERGY TO <br /> (V O .\ \ \ `� RELOCATE GAS TO AVOID CONFLICT WITH STORM <br /> W.SD \ 12" SD \ 15"SD \ DRAIN. <br /> O VERIFY ELEVATION AND LOCATION OF POWER AND <br /> COMMUNICATIONS CONDUIT CROSSINGS WITH STORM. <br /> CD • RELOCATE CONDUIT AS NECESSARY. <br /> r <br /> 1 ® CDETAIL 2 SHEET 50004. <br /> O CLEANOUT, SEE 0, <br /> E _ - GENERAL NOTES: <br /> ›._,..f..! is . , . I • : , [I . . • ISir <br /> • 1. CONTRACTOR SHALL VERIFY GRADES FOR <br /> I DRAINAGE BEFORE CONSTRUCTION BEGINS. <br /> \\ 11 _ aV <br /> 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL <br /> i. UTILITIES AND DOCUMENT PRIOR TO BEGINNING <br /> 8 CONSTRUCTION. <br /> `E <br /> PH 3 PH 2 <br /> L 445 445 SD10 SD08 <br /> F 1,2 SDO9 <br /> __ <br /> ., <br /> 440 o 3.. 3cs <br /> . - --3-^- 3 v z o 3 3 N .--- Ca <br /> o <br /> c N • <br /> ^ N N v•^ a ' tea <br /> a ^ o 440 SD04 SD05 SD06 SD07 <br /> ^ N N.N ^ m ^ N In N ^ x- 3 Z ffi.gn Z O, - 3 N N n n e4 K <br /> / W Ki <br /> W r.6" <br /> W N a ti N N- W N Q W INV V C = O W N R C f>7 W O <br /> a �l II ' 4I W II �I II - J II N N N <br /> Vo-.I Z I I 11 Z.m 1--' iO n-11 N lr t"' IC d G m a ,- ¢ . ,rn,a ¢U o a <br /> n <br /> .0 O O 0 1- 0 - O U 0 11 11 O O <br /> 435 �o . I , Z o u;Z u;= u; aZ �Z Z .- <br /> -E0 W us- <br /> -4"- w W W W v W w = r7'a W W N v w W -Z'Z Z "<W W Z ? W W W Z Z ¢ 43 5 <br /> _ :� F o I w N N PHASE 3 KEY PLAN <br /> vg m m'I N 11 - - m ISI N N N „_ I V N Ing co Lo» K trt X m - - <br /> (11 <br /> U 0-E^ U• U ^ ^ U!r - y,, U ^ U R r^ l i W W V V a' l.. W U W O W <br /> 430 PROPOSED FINISH GRADE 430 <br /> EXISTING GRADE / <br /> ,� 425 <br /> A <br /> S o 425 37 LF 12"SD®0:54% 60 LF 12"SD ®0.42% 11 <br /> 54 LF 12"SD @ 0.39% f 56 LF 12 SD @ 0.40% 51 LF 15"SD®0.32% 83 LF 15" SD®0.297, <br /> 9_ L 0 <br /> S= — t— <br /> 3 420 \�i _ \ 420 <br /> i x ,, <br /> 5 54 LF 15" SD 0 0.307, <br /> 8 25 LF 12" @ 2.51% <br /> P <br /> 415 <br /> 415 0 10 20 ao <br /> g 399+25 399+60 400+00 400+40 400+80 401+20 401+60 402+00 402+40 402+80 403+20 403+60 404+00 404+40 I ` , <br /> 1 inch=20 ft.HORZ <br /> 0 2.5 5 10 <br /> 1 1 <br /> 1 inch=5 it.VERT <br /> E m <br /> o 6 <br /> DRAWNCBY DESIGNED BY 5 LE/4/ ( MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET <br /> oti},tal<13ff ------ <br /> 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> A <br /> o CHELKAED BY APPROVED BY W RJL ax.4' 11 i�4.", ommunitytransit <br /> DATE 6. <br /> ?'�.'` '�� •mll� ' STORM DRAINAGE C 7 <br /> o E 1/25/2018 zwte1601 5th Avenue,Suite 1600 7100 Hardeson Road .J D 0 <br /> A 2/14/18 KJH LAW RJL ADDENDUM 1 lb, Seattle. PLAN AND PROFILE <br /> i.= sroxu.ce 206.622.5822 Everett.Washington 98203 76 OF 121 <br /> NO. DATE BY CHD. APPR. REVISION J 0 B No 1600557 .. 2/2115 www.kpff.com (4251 348-2312 Fax(425)438-6141 PHASE 3 <br />