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<br /> c(E.w)1e'avr , a'w�, S 4�/ I SDO2-04A,TYPE 1 CB 4 6 81
<br /> ' € F (I Fior+; EAST I j ITNE)ir,ayr ae7sF \'F ay s-w:�at,/ `! • Ee t7,ta.' = STA=226+80.48 38.95 LT) ®$TERM NOTES
<br /> uD 8,, y=.= I e(5=)l a's \` _ },. DO \\,5,072--"K-P5
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<br /> a6'VPiCRETE IM=78.31 -I
<br /> _ ( I I, / r I t z9 S 2-02A,TYPE 1L CB 00
<br /> aPYY PrL AR I .5.0ER At0.H;N. 5 CH VT, / 1 Hai 6X48.' rl-'J'•v%�4UTN£hSr t :;.STA=225+52.53(27.66' -17;_ 9�?; .5002-03,TYPE 1 CB 4 8 �IE 12"(SE}=75.56 r, 1 SEE SURVEY CONTROL PLANS FOR DEFINITION OF
<br /> °''AJ "` FIT T9_� - EPI`x P',-LAR _ IEiw Sw>a•U�/C +`-Y='t�,` RIM=79.18 i \ STA=226+34.07(I8. R 7
<br /> CONSTRUCTION BASELINE STATIONING AND
<br /> i#I,l IElEJ24"t^/C i iMIDSCA"E WALL - _ ._. ._..
<br /> e ~ �---I 'r ' -1•rnv= :a5r I - , w '`,� -IE 12"(SE)=76.34 1 - _I— -3 x - rya - - .v/'xa - 1_, I_F. - o VERTICAL CONTROL
<br /> � 04, ,. y,,a"r''..:.-- —.COI
<br /> •'- --_ / R^fin r_ 9[ M - — q''aLL 8PGr :1'11:
<br /> _ I (— V C i _ 2 POTHOLE USING AIR/VACUUM EXCAVATION TO
<br /> I — d ! 1 . 7x55' , c v. 3LF 12"SD@O.Sr �. ° O i i.. i I a V
<br /> / I ___ DIB-DIB / 3 I ) 5002-01$DMH TYPE 3(48"Q om_ 35 _-__ WU- 1 4.g-,11. 10 LOCATE UTILITIES PRIOR TO THE START OF
<br /> :aw- .�r4A_r I� -;PAss w.-- �...-� . -.r- + ( ��J --j-- ' --- --- -- Z_ CONSTRUCTION.
<br /> STA=W4 78.06 18.04 r-- -` E _
<br /> - - - � c--- rl t' - --------h-- _ 5 5 3 INSTALL NEW STORM DRAINAGE PIPE AS
<br /> ,' t �
<br /> _ -V'
<br /> --o{' ,-4--- - I I - - "fig. a
<br /> r.. _ - , . y - a 5, ,v =�ol. -- '9 _ {- 56 + .5 , e r INDICATED ON THE PLAN AND PROFILE AND IN
<br /> IM . -, . _i_,..*.. o - - SD @ 0."'�3 %'}' i /1 o ACCORDANCE WITH THE SPECIFICATIONS. �D
<br /> 1 "`•4 LF 12"
<br /> " C `' EXCAVATE AND BACKFILL TRENCH P C
<br /> N\ S '\� \. J © i 0 1. ©_ _.. �.°� Y 'J o DRAWINGS 610,611,AND 615.CH ER OE
<br /> �\ 4 INSTALL NEW
<br /> i 3 3 - 0 a ALVERSON BLVD. r• /V/ AS
<br /> ___ / ® ,• _ ..! v INDICATED ON STORM
<br /> PLAN AND PROFILE ANDNAGE IN
<br /> `�-SD18-01 /, �j " `i�s,7p7"Tee�� - / 7 }y !� _. G ACCORDANCE WITH THE SPECIFICATIONS. INLETS
<br /> /< . 12"S� S^ a 12,D �_ F AND CATCH BASINS SHALL BE PER COE STD
<br /> HYDRANTTO y _ 'MN , !n1 ,-=_ — v1
<br /> BE REL
<br /> e i w DRAWINGS 401,402,403 AND 405. OFFSETS ARE
<br /> _—� "^wiz -(LiYCOE $ � * + �( « �� ? SHOWN TO THE CENTER OF STRUCTURE.
<br /> / I� _ 1 ' �� • = 5 NOT USED THIS SHEET
<br /> 1✓ %,�'.---�� aa'Corr. , ( ,/ b ,I SD02-02,SDMH TYPE 3 48')©�i J n.s19_vHa:NLEr
<br /> t:D�6o d+ ! ., 1� STA=225+2916(19.51'RI) J. ;,c.:nPE : �J i cHar="Ma°' _ 6 CONNECT TO EXISTING PIPE. CONTRACTOR TO
<br /> CL z AHREG..6 a -_ -. r, ,r,, * _ A U.13 •••-, e, J9 s y - a' O su a Asx E su' flr,c ¢
<br /> —5018-0,• .1E(s.rE.6� a ;. POWER POLE TO BL t, 7a 9 rvr r Ez7ym's (w) I \`_ SMP S1J I CONFIRM PIPE MATERIAL,OUTSIDE DIAMETER
<br /> �i ,, fLnm 50 3 AsT• /-...'1"1,----
<br /> �" O • /t CONSTRUCTION 7 d r`•`(-)J AND ELEVATION PRIOR TO STRUCTURE MATERIAL
<br /> s1 w a Lc �� 'Y 5 ��J�,' ! -_ 4i, - SUPPORTEDDURIN � .7..73a3 'S" .(HW) I as CONCRETE I
<br /> ..HATE=51.55' } a J ------ ---- -.. u_D-79.55• SUBMITTALS.
<br /> E=80 99' -o-CDHC(' / - i '
<br /> 9.,4' Ti,' :�_, 6a"•-rHZ 12 DI 5./_. __ ,a,63'1(Sw)' 7 ABANDON EXISTING PIPE.
<br /> f GAS f� <G% SDOS OZA SUPPORTED DURING NG !E(SE)1 -we 8 REMOVE EXISTING STRUCTURE TO INSTALL NEW
<br /> - �0 ^rHr 1 E 67 87' 2a"P`/C(W) I ' E(Sw)I PVC.
<br /> IMPROVEMENTS SALVAGE FRAME AND GRATE
<br /> ..a-- • , 8^S• \ >rs:„• _e7 v9 la'�vc(n:v) CONSTRUCTION SD02-04,TYPE 1 C 4 e OWS svur w&5t
<br /> w 52 .0 ir+t.-r--- ' _!__ - \ «7s aa'a'aw'F'n• ”' 'S7 d7- '6'P30(50) 431 STA 21 I AND DELIVER TOCOEMAINTENANCEAND
<br /> 5 aD96' S�cr01 iE 6931' 8"PVGITIE) _ = 6+72.07{16.2 RT} OPERATIONS.
<br /> .c.• a'GCrlcrraE; �' l.! ' ' - +.'a�rD E 6s.+s' 1 z>vr�sw) 5002-05,TYPE 1 CO 00O
<br /> SDOS 0 �� �HCE a CHar+TMELm6"s' � 9 NOT USED THIS SHEET
<br /> SD18-0 g / / L 9 57�s 5' �?�.e z r' r E STA=227+08.77(17.68 'T
<br /> E=75.77 6 C J,J 1: u1 t\ �cAST 1 _ 10 INSTALL NEW MANHOLE AS INDICATED ON THE
<br /> / j u0=79 �y PLAN AND PROFILE AND IN ACCORDANCE WITH
<br /> ..-'2". �'' �'_ s - - - ' THE SPECIFICATIONS. MANHOLE TYPE1SHALLBE
<br /> v ! e= - \�+ I PER COE STD DRAWING 605A,TYPE 2 PER COE STD
<br /> -- /Z...:.>"
<br /> ' -. /, / FFA h \ - DRAWING 6058,AND TYPE 3 PER COE STD
<br /> k
<br /> / \_ .._....2,,,..i._1-j-" �•�--- - - -I DRAWING 605C. OFFSETS ARE TO CENTER OF
<br /> SEE DWG C114 STRUCTURE.
<br /> PLAN 11 COORDINATE WITH INSPECTOR&PSE WHILE IN
<br /> 20 10 0 20 40 THIS AREA.CONTACT MARDY PUNTENEY AT
<br /> SCALE: 1-20' FEET 425-754-8053. BED EXPOSED GAS MAIN OR
<br /> 100r__ 9SERVICE
<br /> -03.22.WITH SAND IN ACCORDANCE WITH SP
<br /> �_ .__ _ ___._ __.___. _ -_ _.._w »_.._. _
<br /> ' 12 REMOVE EXISTING PIPE AS NEEDED TO INSTALL
<br /> F
<br /> NEW IMPROVEMENTS.
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<br /> 8 65 •• _I »..._.._..»
<br /> 223+00 223+20 223+40 223+60 223+80 224+00 224+20 224+40 224+60 224+80 225+00 225+20 225+40 225+60 225+80 226+00 226+20 226+40 226+60 226+80 227+00 227+20 227+40 227+60 227+80 228+0065
<br /> s C 1 PROFILE
<br /> H STA 223+00 TO STA 228+00 67))
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<br /> SCALE:HORZ 1�r 20'
<br /> y R VERT 1..5.
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<br /> 03.m3 8 Au ��.R°S CITY OF EVERETT NORTH WETMORE STORMWATER STORM DRAINAGE ~'"�""
<br /> 0.09GU
<br /> `A"'° „N, `F.3
<br /> 1:\ PUBLIC WORKS SEPARATION PROJECT PLAN AND PROFILE q
<br /> i NO. DATE APRVD PLANS ISSREVISIUED FOR D.�m 7S '•� o!� Z6
<br /> _• E Err 320°CEverett,edorSdee[ WORK ORDER 3659 ALVERSON BLVD
<br /> 2 BID CONST Oryµ8*�\� 425.25788°0 eAe8201a.gov
<br /> I REVIEW _� REG7CN 10 1 STATE-WA STA 223+00 TO STA 228+00 60
<br /> ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD OI ToW
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