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y ® STORM NOTES
<br /> _- 1 SEE SURVEY CONTROL PLANS FOR DEFINITION OF
<br /> I — i =b-%� ` 2 CONSTRUCTION BASELINE STATIONING AND VERTICAL
<br /> I .._ I, I c0-+ .49' I CONTROL.
<br /> 5001-14-1,BYPASS STRUCTURE TYPE A(60")
<br /> I -" EJ_=1c3'se5a ,I,'t,"'„ 2 POTHOLE USING AIR/VACUUM EXCAVATION TO
<br /> STA=17+58.29 10.60'RT) I 5001-16A,INLET reaa.ar -an s; LOCATE UTILITIES PRIOR TO THE START OF
<br /> s' STA=19+54.97(17. 5'LT) E_`.04 09 s-"s�oax:;s!
<br /> "_,.:f,r4"lc Wil n I 1 ..to3.4' STV,,d+E NE) CONSTRUCTION.
<br /> 'r' Yrrt1 7.re ='S.,cE RIM=107.33
<br /> k '>T yoE I IE 12"(E)=103.28 t - 3 INSTALL NEW STORM DRAINAGE PIPE AS INDICATED
<br /> v O 5601-14-1A,INLET - --` "r' u-NI �I 1—ERIN'D ON THE PLAN AND PROFILE AND IN ACCORDANCE
<br /> o Soot-15,Wg51RUCTURE(7r CDS UNIT) ! 27Lf 12"SD @ 0.50%© 1 2' WITH THE SPECIFICATIONS. EXCAVATE AND BACKFILL
<br /> V STA=17+57.76(17.24'LT) \,/ STA=17+98.94(11.25'RT) I U
<br /> LD i RIM 108.47 SEE DETAIL 1,DRAWING CD1 t/ I ,u'I TRENCH PER COE STD DRAWINGS 610,611,AND 615.
<br /> IE 12"(E) 104.42,H u- rac ��{ � s - I,.p=_ • r -t- - f _ — 3 4 INSTALL NEW STORM DRAINAGE STRUCTURE AS
<br /> ,a+� —.___ _'_ - /-- -.I� /�,._-�, /�___h_ __ 7_1( W INDICATED ON THE PLAN AND PROFILE AND IN
<br /> "' - —, 'a' ACCORDANCE WITH THE SPECIFICATIONS. INLETS AND
<br /> 8r_... 3�ZSLF 12"5D @ 0.98 _ - o AS LOCATED 1 0 `` -- o CATCH BASINS SHALL BE PER COE STD DRAWINGS 401,
<br /> n WETMORE AVENUE $ 402,403 AND 405. OFFSETS ARE SHOWN TO THE
<br /> � a N cv CENTER OF STRUCTURE.
<br /> N ,- J j 0 t1 Q® N 5 INSTALL MH FRAME AND COVER PER STD DWG 607A
<br /> Z AND 607B.
<br /> S▪ Q' is 8"SD @ 1•os 112`5D ` v Z 6 NOT USED THIS SHEET
<br /> ■ / j____----,-----".- �l -6LF 12"SD @ 2 81% 3 _
<br /> X `�_ / ._ - ,i— 1, t-j�o T r j' - u 7 NOT USED THIS SHEET
<br /> Q', e. .; —,-t.4 P '-t-
<br /> „. S; -- ;9TH -� {- t + I f T ' I t ,Q 8 NOT USED THIS SHEET
<br /> 2 (4001-14-18,TYPE 1L CB /' ar/vTM ('' n "---6-44;' n�u r 3<"—
<br /> '''AT'',oaJE-� I ^ `*'" ` 9 NOT USED THIS SHEET
<br /> STA=17+45.53(1659'RT) / - ~� +a 1 I
<br /> IE 8 Nw 104.91 �:
<br /> CONSTRUCTION DURING
<br /> R NG 4 5 SDOl-16,TYPE 2 CB 48" =�f I 10 NOT USED THIS SHEET
<br /> ( ) T` 11 COORDINATE WITH INSPECTOR&PSE WHILE IN THIS
<br /> ,, 30LF 18"SD @TYPE 1( T� NIC 43Lf 24 SD @ 1.00% ( )
<br /> AREA.CONTACT MARDY PUNTENEY AT 425-754-8053.
<br /> 5001-14-10,SDMH TYPE 1(48") STA=19+54.99(10.28'RT) BED EXPOSED GAS MAIN OR SERVICE WITH SAND IN
<br /> �0 / 5001-168 INLET�4
<br /> STA=17+59.65(40.60'RT) �. / STA=1954.99(1 /4'RT) ACCORDANCE WITH SP 9-03.22.
<br /> r,,
<br /> RIM=108.7 � --
<br /> IE 18"(N)=100.40 V - - RIM=107. __. 12 NOT USED THIS SHEET
<br /> IE 1E"(w)=100.40 '-'000-0 ® IE 1%/112="1(t 13 CONNECT TO EXISTING STRUCTURE.
<br /> (3 42LF 18"SD @ 1.93 „'„s / �-1- ..1a: .:x 7,-TQC I / < ( { -
<br /> ��
<br /> PLAN, _ 20 Io 0 FEET 2 0
<br /> W2... ` _ . . _ , . . _ 125
<br /> 12L' - • - _ .
<br /> • - 120
<br /> sr•grgool a3 03
<br /> o rr v a+cn
<br /> tll pp,y .moi ea•INN
<br /> SO a10� • LO
<br /> 44-
<br /> ei t�a�^INI 00 3O1 il^ O�M�."I O
<br /> 115�- 38WZ 3'AZ” '„�O��Z 1,tiO^o- -U 115
<br /> o CD A a 2OD'02-I m m t-oo $�� EX GRADE @STA CENTERLINE 03 W?
<br /> Q HKwww ww V1 W Ill IA, ME_N;V7.47-4
<br /> LU N y--W W_W W W
<br /> 32 110 _ _ j. • . • - • • ,• • --inn
<br /> e W - _— 1L -. __. -- — —,0 J
<br /> 'TV WI
<br /> n 105 N:- I-105
<br /> r 3 W: 0 w
<br /> E.1 Z. 111LF 18"SD @ 1.00% 134LF 12"SD @ 0.50% z
<br /> V. 1 361E 18"SD @ 2 53% r 1541F 12"SD @ 0.50% U
<br /> 1001-; • . ... - • -1-100
<br /> §, . ...._J — 2
<br /> :o -
<br /> t
<br /> f f S 95 -? - # +._ - ---_____-.1.____________.... z 95
<br /> Yf s
<br /> 3 V. 90 __ : I 90
<br /> 7 1 - 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+4020+50 -�
<br /> A a PROFILE
<br /> STA 17+00 TO STA 20+50 (_.
<br /> /1g1 VERT i'_5'
<br /> ul
<br /> u Designed \..)
<br /> ," NJ
<br /> �.R0 CITY OF EVERETT' NORTH WETMORE STORM WATER STORM DRAINAGE k C105
<br /> `" ,rN 1 \ tSEPARATION PROJECT PLAN AND PROFILE
<br /> 74€ D : - ". PUBLIC WORKS
<br /> WETMORE AVENUE �"`"'
<br /> ro P = NO. DATE APRVD REVISION a.k"awi...,...i i
<br /> <` y PLANS ISSUED FOR 75% -fcry;cx,.°,d.. EVERETT 3200Cedar
<br /> WA98201 WORK ORDER 3659 12
<br /> a i BID CONST REVIEW '�haL "G 425.257.8800 everettwo.gov REGION 10 I STATE-WA STA 17+00 TO STA 20+50 60
<br /> t.1 i ACTION DATE APRVD ACTION DATE APRVD ACTION 1 DATE APRVD Wroe»
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