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PERE P <br />SECTION 13, TOWNSHIP 28N, RANGE 4E, <br />ROOF AREA <br />= 2,615 SF <br />/ <br />4" PVC <br />DOWNSPOUT / <br />CONNECTION <br />' W <br />589.20 <br />IFF=RAIN <br />YARD <br />�ROCK <br />OUTFALL TO <br />PAD (TYP.) <br />B)#7' <br />> <br />1� BIORETENTION CELL #3 <br />i <br />a l <br />BOT. AREA = 320 SF <br />s <br />° <br />�•'� <br />BOT. ELEV. = 586.90 <br />PERMEABLE <br />° <br />° <br />5a .� 26 ���` <br />\\ (SEE DET. THIS SHT.) <br />CONCRETE <br />d <br />(TYP; SEE <br />° <br />23(AB) <br />° ''4 <br />' ' 30 LF <br />DET. SHT. 6) <br />4- LF,. 8" \cPBI <br />i g2 '� CURTAIN DRAIN <br />, <br />/a ., <br />N BOT.=584.20 <br />s ° 26 LF <br />s ° e . > 4" PVC <br />s, \ CB #4 <br />RIM=588.111-5f <br />IE=583.�9 (NE <br />g IE n5.:�9 (SE <br />a CB #3 <br />%STA 21-�80.44, 816RT ° <br />f ? RIM-588 587.5 AB) <br />583.44(AS) IE=*,44-7� 8 CPEP(SE) \ <br />583.49(AB)IE= 8" CPEP(S <br />583.48(AB) IE, �8&3;� 8" CPEP(NE) 1 <br />583.48(AB�IE=w83 � 8" CPEP(NW) <br />ROOF AREA \° <br />= 1,425 SF 12(AB) <br />4-3-LF 8" CPEP s. <br />(AB)YARD DRAIN #5 r <br />w <br />ROOF AfA � <br />1,4257 SF <br />{ <br />'1'A'RDf .. <br />/ !� 5g6g0 `'DRAIN4--, <br />r 5 LF 8" CPEP <br />(AB) <br />e <br />° ° <br />YARD <br />DRAIN s <br />(AB)#2 8 �° -A <br />FFE,5B5 SO �p <br />i <br />E <br />00378700200501 <br />9516 HOLLY DRIVE <br />EVERETT, WA 98204 <br />ROOF AREA <br />= 1,425 SF <br />91 LF 8";ADS(AB) <br />14(AB) <br />-43-LF 8" CPEP <br />t <br />�0 <br />FF <br />s <br />fe YARD (AB) <br />DRAIN #6 <br />1< s <br />YARD <br />DRAIN <br />YARD <br />DRAIN TABLE <br />581.54(AB) <br />BIO-RETENTION CELL <br />CONSTRUCTION NOTE <br />I.D. <br />RIM <br />IE <br />#1 <br />�9 9 <br />84.80(AB <br />#2 <br />r-a <br />582.74(AB) <br />FINAL LOCATIONS OF BIO-RETENTION <br />AREAS <br />584.37(AB <br />582.60(NE (AB) <br />MAY NOT BE ADJUSTED IN THE FIELD <br />AND <br />#3�-60 <br />69 <br />583.00 S)�AB) <br />SYSTEMS MAY NOT BE COMBINED. <br />84.58(AB <br />#4- <br />r= .6q <br />582.63(AB) <br />84.34(AB <br />PLANTING <br />#5 <br />586.34(AB Qn <br />584.97(AB) <br />NOTE <br />#6�Q <br />`J & <br />584.92(AB) <br />586.47(AB <br />BIO-RETENTION AREA PLANTING SHALL <br />MEET <br />#7 <br />a `�9 <br />584.35(AB) <br />PUGET SOUND LID MANUAL <br />88.69(AB <br />RECOMMENDATIONS. PLANT LIST SHALL <br />BE <br />PROVIDED BY LANDSCAPING INSTALLER <br />TO <br />*NOTE: <br />FOR YARD DRAINS WITH <br />CITY PRIOR TO INSTALLATION. <br />MULTIPLE PIPE CONNECTIONS, ALL <br />INVERTS SHALL BE SET AT THE IE <br />SHOWN IN THE TABLE. <br />00378700200500 <br />9520 HOLLY DRIVE <br />EVERETT, WA 98204 <br />EMERGENCY YARD <br />DRAIN OVERFLOW <br />(DIAMETER = 18" MIN.) <br />FINISHED 6" <br />GRADE 6" STORAGE 18" BERM <br />DEPTH I'-'IIF NEEDED <br />EXISTING ' 18' �- <br />GROUND - -3 <br />4" PVC ll1 31 3IC [II [il, <br />DOWNSPOUT <br />CONNECTION _ - _ HIGH WATER TABLE <br />1' MIN. RESTRICTIVE LAYER <br />BOTTOM AREA <br />VARIES TYPICAL BIO-RETENTION <br />CELL DETAIL <br />N.T.S. <br />15' ESM'T <br />TO MWWD <br />AF#202110060383 & <br />20220303157 <br />BIORETENTION CELL #1 <br />W/ COMPACTED TILL BARPPER <br />(AB) 5$5�0 ROOF AREA (PER STD. DWG 437) / <br />= 1,425 SF BOT _ / <br />F <br />19FLF 8" CPEP <br />(AB) CB #2 <br />RIM-58S.Er 585.16(A <br />f' IE 3 (NE) 582.1 <br />24 LE(AB) IE=582.23 (SW) 582.1 <br />8" `CPEP IE 8- (SE) 562.1 <br />°_ -4, IE-=,ve'2 94 (NW) 58i. <br />r <br />f <br />LF 12" D.1:' <br />t` 86(AB) ° <br />Jet' YARD <br />DRAIN <br />#1(AB) <br />ROOF AREA ~ .DEV. FLOW <br />' = 1,425 SFARROW _� <br />P/ NE <br />_ _ @ _ <br />W <br />ry ` f <br />i:- - [ -+- <br />t <br />-------= <br />20' WATER EASEMENT '� INSTALL THREE (3) ,I i <br />AND VACATED 9 0JO7 STREET sw CURB CUT INLETS SPACED t <br />AFN 9603070450 - <br />8' ON CENTER % <br />f (SEE DETAILS) <br />�/Al <br />t <br />E� 58P 5".,'Sf2"CONIC) <br />00378700303700 <br />MUKILTEO SCHOOL <br />9401 SHARON DR L.V. ;,S T7 583.'4`"m�l.P <br />EVERETT, WA 98204 JE=580.06(hF12`6!) <br />st /; <br />r <br />. AREA = 550 SF <br />BOT. ELEV. = 582�3� <br />(SEE DET. THIS SHT.) <br />/ f / /A <br />1B) <br />(B) <br />AB <br />Q�kk// <br />/ 4' i _k / <br />\ i 4 <br />c?�s CB 1- <br />RIM 583.68(AB�, <br />E,-! }' 3(SE) 581.47(AB) / � <br />IE- NE) 581.47((AB))) / <br />/ IE--�1-68 NW) 581.84(AB;F' `,' <br />LF,12�DI. ? <br />r 20(A6) � -r <br />Ex S rt_1 <br />°n CB-r, �86.53 <br />/ NEW IE 5u^.96(04W) <br />581.14(NW)(AB) <br />1 <br />18" BIORETENTION <br />SOIL MIX <br />(WADOE STND. BSM) <br />CATCH BASIN NO] <br />ALL CATCH BASIN GRATES n <br />STENCILED OR STAMPED "DUMP NO <br />WASTE, DRAINS TO STREAM, LAKE <br />RIVER, PUGET SOUND, OR WETLAND." <br />SOIL AMENDMENT NOTE: <br />ALL DISTURBED SOIL AREAS ARE TO <br />BE AMENDED PER THE OPTIONS <br />PRESENTED IN STANDARD DRAWINGS <br />202 & 203 (SEE SHEET 6) <br />6" VERTICAL <br />SECTION A -A CURB (TYP.) ROAD SURFACE <br />18" <br />° ° <br />FLUSH ° <br />d . CURB a° <br />a <br />8° <br />Q 9 <br />° a A <br />-BIORETENTION BOTTOM- W <br />ROUND <br />RIVER ROCK <br />w W <br />D <br />A UW 0� A <br />mo mo <br />` 0 20 40 <br />HORIZONTAL SCALE <br />FX <br />�-F181, <br />LUSH FLOW ALONG CURB <br />CURB <br />-ASPHALT ROAD - <br />CURB <br />TA <br />ly TAPER (TYP.) <br />DETAIL <br />HORIZONTAL SCALE <br />This Record Drawing has been prepared, in part, <br />based on "As -Built" information provided by <br />others. Though the as -built information and this <br />drawing are based on the best available <br />information, no presumption should be made <br />regarding the drawing's accuracy. <br />Jim Knappert 01/17/2024 <br />Permit Inspector <br />ROUND <br />RIVER ROCK <br />SECTION B-B <br />-BIORETENTION <br />BOTTOM- <br />FLUSH CURB <br />CURB CUT INLET DETAIL <br />NOT TO SCALE <br />AS -BUILT NOTE: <br />THE AS -BUILT INFORMATION SHOWN WAS <br />PROVIDED BY ORCA LAND SURVEYING, INC., & <br />THE CONTRACTOR. OMEGA ENGINEERING HAS <br />PREPARED AND STAMPED THIS DRAWING BASED <br />ON THAT INFORMATION. <br />ROAD <br />SURFACE <br />/ <br />Know what's below. <br />Call two business <br />days before you dig. <br />z <br />0 <br />P <br />a <br />0 <br />Lu <br />4 v <br />Z <br />06 <br />Z <br />WE <br />W <br />W <br />Z_ <br />0" <br />W <br />0 <br />a <br />z <br />CO <br />� <br />M <br />Q <br />N <br />> <br />I <br />oW <br />W <br />NWNW0z <br />L.L <br />W <br />IIJ <br />U <br />WW <br />W°Ix <br />0. <br />�o°z <br />z <br />0 <br />N <br />U <br />a <br />PROJ. NO. OSN. BY: <br />22-0104 1 EJT <br />DATE: <br />8/11/2022 <br />SCALE: <br />DRAWINGNO.PER PLAN <br />5 OF <br />