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` SEC. 32T. 29N. R.5E. W.M.
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<br /> , STA 129+_13 8.04' 7
<br /> °u''--'-=r7 STA 127+45 22.60' L a,,� • 1O
<br /> 4 .y�,.�;_- B TYPE 2 - 48 ��\ .�o� gyp.w `"`� r ^ ._. 4l
<br /> O) CO 1 ��Oa '.7 ''ItiSTA'128+44`22.00 2 a.. - t l�-
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<br /> ~`'`72-SD PIPE .` S. CO I 7 >,Liypsr� BSB SEAL r '�,1 �``�-r:r'126+Opp.,. 5�0.50X ' _ M " M-7.. ���\�'L"j',��`� V'
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<br /> s` Ai' S 3.74X18:SD L,_ _
<br /> p� Z w,��r ��.. '� 1010611.*.� TA 1 OUTLET
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<br /> t '� ->3 V.IC'YCJ STA 12%+61 34.r ' . 5=0.50X ''..-.1.r EP15.85
<br /> N CB TYPE - 48. I ?4sTA1c7� :24 1111.'
<br /> 1p,> l29+ 0sT RTr-43164411-. 48" - - - - 'r PIPE ANGLE POINr )
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<br /> p� W `l( CB TYPE 2 - 48" ,}{z^ Ss.EO=ii
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<br /> 11' tI ^- 17.65 /� HC-S 5:09.
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<br /> E VC) , CB TYPE 2 - 48 2
<br /> 2 ` PIP GE 23.95 Y_ . •I�
<br /> t 4 S=0.50% IE 20.23 (N) PIPE INLET1.8 1r3:62X-5. 6
<br /> BSB SEAL IE 17.80(E)
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<br /> STA 127+04(75.77' RT) t.61 t�� DRAINAGE LEGEND GENERAL NOTES:
<br /> C8 TYPE 2 - 48"
<br /> GE P3:95.24.70 12"STORM DRAIN 1 DRAINAGE PROF(FOR 41 Si STREET
<br /> 3 E 20.45 ---12"SD --
<br /> S.
<br /> E © (SEE SHLtis Pt-P4 FOR DETAILS). 2,SEE SHEET P2-P4 FOR NS LINE
<br /> :g: _ DRAINAGE PROFILES.
<br /> ---16"SD -- 18 STORM DRAIN 3.CONSTRUCT A SCUPPER ON THE UPSTREAM SIDE OF EACH CATCH
<br /> 1 v (SEE SHEETS P1-P4 FOR DETAILS). BASIN OR INLET,AS SHOWN ON SHEET DR5. WITHIN THE FOLLOWING
<br /> UNITS:
<br /> 41ST STREET STA 22+50 TO ETA 24+25.70
<br /> " $ � � �•ry p �q nn�a --24"SD --- (SEE�SHEETS PI P4 FOR DETAILS). NS LINE STA 121+00 TO ETA 129+13
<br /> IL�aEC JE E) eiC,J V,'JII G"�iti:7 4.WHERE "TRENCH SECTION TYPE 4"IS NOTED, CONSTRUCT STORM DRAIN
<br /> I _ _ _ DITCH TRENCH PER DETAIL C, SHEET DR5.
<br /> F i N.Record Drawing hors bean prepared.In pat,baud > (PER DETAIL A. SHEET ORB) 5.LOCATION OF BSB TRENCH DAM IS APPROXIMATE. CONSTRUCT DAM AT
<br /> I th"A,-er.R"Inrermeton praNdod ty�:aor.7hoegh THE TRANSITION FROM NORMAL MATERIAL TO LPSB.
<br /> e boot cre..14 rotor and Ltia C :rn are shoulasedd
<br /> on PROPOSED CATCH BASIN OR INLET S.WHERE "BSB SEAL"IS NOTED AT CATCH BASINS AND INLETS,
<br /> 1 S N me beat are^ado!aroma-den
<br /> and :* ceding are shoed!
<br /> g n II be mods re;ordna the Cranky's accuracy. OR CO (SEE SHEETS P,-P4 FOR DETAILS). CONTRUCT SEAL PER DETAIL E, SHEET DR5.
<br /> 5 z son tcm, -,,,,„ / 7I II S
<br /> 40 QUARRY SPACES
<br /> (PER DETAIL B, SHEET DR5)
<br /> 0 31gned by Uato
<br /> SEDIMENTATION POND
<br /> DETAIL B, SHEET DR6
<br /> Y Vlf,tiS, 'N f>'c"-. �i�,-r�trtt� SCALE POND (PER )
<br /> Print Name&Title I I t I I r......___..
<br /> 20 10 0 FEET 20 40 I BSB I BSB TRENCH DAM
<br /> (PER DETAIL 5, SHEET M18) 31930
<br /> x Q 4/wit MSH DELETE CD, REVISE DITCH
<br /> AND PIPE Scalia
<br /> Q-4'r 41ST STREET EXTENSION & ROUNDABOUT
<br /> Q 12/15/11 MSH RB13E GRATE ELEVATIONS .6'"yOC Droning Nor.
<br /> Q 2/21/12 MSH EXTEND PIPE AND DELETE SPACES a � vent NONE,a CITY OF EVERETT WOO RD-3310-30-413, RD-3314-2, D' 3
<br /> °KaELARNES RD-3314-45, UP-3384-4 & RD-3457 DRAINAGE PLAN
<br /> E 4 Inspected Dye PUBLIC WORKS stoat N°. \
<br /> " g NO. DATE APRVD REVISION .aaaa �
<br /> S PLANS ISSUED FOR: at' �a EVERETT DRAINAGE
<br /> n E G t �Tu E"� w° �°' - i DEPARTMENT ISO/�°°°r•°��°°°° STA 125+50 TO STA 130+00 31 134
<br /> u« BID CONST die ---- a„.ee.. e0
<br /> _ ACTION: DATE APRVD ACTION: DATE (APRVD ACTION: ATE PRVD MAY 9 2011 -' Evens P.n.s=eBp'
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