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PEREZ SP <br /> SECTION 13, TOWNSHIP 28N , RANGE 4E, W. M . Z <br /> / 5r a <br /> �! ROOF AREA YARD DRAIN TABLE N <br /> = 2,615 SF <br /> w <br /> ~ BID-RETENTION CELL / <br /> I.D. RIM IE <br /> 4" Pvc / <br /> - - DOWNSPOUT #1 883.99 `�1-.T9- 581.54(AB) CONSTRUCTION NOTE <br /> CONNECTION / 84°80(AR 18" CURB CUT INLET ! / <br /> syo (TYP.) #2 §eF3-4e §82�a 582.74(AB) FINAL LOCATIONS OF BID-RETENTION AREAS / (TYP. SEE <br /> `} FF =589.20 / 84.37(AB MAY NOT BE ADJUSTED IN THE FIELD AND / / <br /> #3 6 & 583.00(S)AB)) SYSTEMS MAY NOT BE COMBINED. Jf SHEET. 6) <br /> r i YARD I�- /OUTFALL TO 84.58(AB 583.00 S AB , <br /> / 1 DRAIN / �� ROCK PAD (TYP.) #4 38536 882:68 582.63(AB) <br /> Q <br /> ? (AB)#7 J \ 84.34(AIJ) <br /> BIORETENTION CELL#3 #5 38� 584.97(AB) PLANTING <br /> -95 385:e9 <br /> NOTE <br /> BOT. AREA= 320 SF \ y 0 <br /> `U 4 r i !. .•.�,:^` 6 46 ';\ BOT. ELEV. = 586.90 #6 .47(� 48&Q& 584.92(AB) i f'/ \\ c�y �•;........ <br /> PERMEABLE BIO-RETENTION AREA PLANTING SHALL MEET k : f y' <br /> CONCRETE 1 Ir A m \ (SEE DET. THIS SHT.) �,1,4�-` t -BIORETENTION �, c <br /> .ox \ #7 58f.46 38i-ee• 584.35(AB) PUGET SOUND LID MANUAL _ CELL#I- <br /> (TYP; SEE 30 LF 88.59(AB) RECOMMENDATIONS. PLANT LIST SHALL BE BOT.=582.80 <br /> DET. SHT..6) 44-LF, .\ CURTAINDRAIN PROVIDED BY LANDSCAPING INSTALLER TO ?a• �s" <br /> - BOT.=584.20 - <br /> � / �"a•. � / *NOTE: FOR YARD DRAINS WITH CITY PRIOR TO INSTALLATION. <br /> �'- or <br /> / 26 LF MULTIPLE PIPE CONNECTIONS, ALL -_ _ \583.93(AB) _ <br /> A•° ,:\ 4" PVC INVERTS SHALL BE SET AT THE IE \ <br /> a <br /> gyp: 6�c J 003 78 70 020 05 01 SHOWN IN THE TABLE. ' <br /> 4 ?: CB o-, ss16 Nair DRmE EMERGENCY YARD `• " \583.84 AB� <br /> #4 /' EVERCTr,WA saz04 DRAIN OVERFLOW - <br /> RIM-=�88:9.1-585.62(AB) ( / <br /> \ e \ IE (NE)583.85(AB) (DIAMETER = 18" MIN.) \�\ I I / <br /> ( - \ IE 585.,C (SE)583.85(AB) FINISHED - - - / <br /> 8" � n�, W <br /> 6" STORAGE , <br /> ROOF AREA GRADE DEPTH 1 u 18 BERM I it ! r CD <br /> \ 588 = 1,425 SF. - J 1 I IF NEEDED 58 (B) a c_ (5 LF 8 D.I. �J < 7 <br /> /STA 21�80.44, 8166RT ? 4 \\ EXISTING J 18" (I- ,\ 1k !/! <br /> GROUND _ <br /> RIM=508.42587. 91 IF W:ADS(AB) / W�• I - - L�, a -�0 / m <br /> 583.44(AB)IE 8" CPEP(SE) \ J 4" PVC I) 1 iT ���1�� O '' I -�i' W <br /> CONNECTION <br /> 14(AB) DOWNSPOUT 18" BIORETENTION <br /> 583.49(AB)IE�8" CPEP( LF " CPEP <br /> 583.48(AB)IE�83-3�8" CPEP(NE) N - _ _ _ HIGH WATER TABLE SOIL MIX <br /> 583.48(AB IE "'.37 8" CPE N J 0 - / RESTRICTIVE LAYER (WADOE STND. BSM) r / <br /> \ - � I'( � J$a3 i' MIN. ! \ <br /> 5 BOTTOM AREA <br /> VARIES TYPICAL BIO-RETENTION J ff <br /> ROOF AREA CELL DETAIL CATCH BASIN NOTE: <br /> 12(AB) <br /> = 1,425 SF _ e "`v N.T.S. ALL CATCH BASIN GRATES MUST BE <br /> 43-LF 8" CPEP \ - s',YARD(AB) 9520 HOLLY D500 RIVE <br /> DRAIN 6 9520 N0111'DRIVE STENCILED OR STAMPED "DUMP NO <br /> AB)YARD DRAIN #5 r \-. r�.•;. # EVERETT.WA 98204 WASTE, DRAINS TO STREAM, LAKE DETAIL Lu b N <br /> RIVER, PUGET SOUND, OR WETLAND." 0 10 20 04 oo m <br /> 15' ESM'T LAIL w rn of ci <br /> yTc TO MWWD HORIZONTAL SCALE (r 4 N <br /> w AF#202110060383 & SOIL AMENDMENT NOTE: o �;.u; <br /> 20220303157 ALL DISTURBED SOIL AREAS ARE TO 1- N N <br /> 4 BE AMENDED PER THE OPTIONS - W W <br /> / PRESENTED IN STANDARD DRAWINGS - 3 <br /> YARD / 202 & 203(SEE SHEET 6) <br /> DRAIN BIORETENTION CELL#1 / x'o. o> <br /> ROOF ARE26 A - \ \\ \ , #4(AB) 5-50 ROOF AREA W/COMPACTED TILL BARfill& N W <br /> t y` 5$ = 1,425 SF (PER STD. DWG 437) / <br /> BOT. AREA = 550 SF/ - <br /> J/ 19 LF 8" CPEP BOT. ELEV. =.582,86 /� 6" VERTICAL <br /> / (AB).CB #2 (SEE DIET. THIS SHT.) a z <br /> / - CURB (TYP.) ROAD SURFACE <br /> EIS((NE) 582.19(AB) / / SECTION A-A 2 <br /> _586-� • rr r •24.LE(AB IE��.(SW).382.17(AB) / / // 18" <br /> 6 80 'DRAIN ` 8"• PEP IE�B'♦.99-(SE) 582.11�AB) / / - LUS - ca)i W <br /> a58 . 3 .C' IE--9��(NW) 582.2 AB // / ,/ - CURB .a _d _ ROAD Z <br /> SURFACE <br /> 5 LF 8" CPEP f /// /// - •- °- -- ROUND O E5 <br /> (AB) / . . ..- RIVER ROCK Z <br /> J LF 12" D)! \1 / m r ) l l\/\l\/0/x1,27/,\l\/\.\/,�.\l\ *\���/ SECTION B-B <br /> •t RAIN <br /> J• °. J 86(AB) <br /> i <br /> YARD -BIORETENTION <br /> i _ FFEm585 g0 / DRAIN \ti /:5� / 1 BOTTOM //\\ 0 a <br /> CB 1VJ;? 583.6> / •J -BIORETENTION BOTTOM W. \� -FLUSH CURB I- <br /> �E7 681•.83(SE)581.47 AB ROUND \/� ^ (� Z <br /> i ROOF AREA \ 1 -' ' ) RIVER ROCK /\\� L.L <br /> = 1,425 SF DEV. FLOW \ IE- NE 581.47 AB f \ \ \ \ \\/ / '^ 0 S O <br /> I In <br /> AR$OW n _ IE--5&1•..85 NW)581.84(AB) /. >//�/�//.✓��//� v) r' of <br /> ! (TYP - ,/ <br /> - - - - - - - - - - - - - - - ,Q _ �: o� fl �w N r- ow <br /> y- A A.: i LF 12" I. v rn o in - W N k I' CO <br /> / v1 f- W - -r=-r-yy -_ 1 / v 20(AB) r m m m y W O Q <br /> j f y Ex CS-TT=S W LL = <br /> / / y I£-58L 74(Et > <br /> -------- I , s:. , AS-BUILT NOTE. W^ W� W O 0 <br /> f ' J THE AS-BUILT INFORMATION SHOWN WAS 0- LJ� 0 O z <br /> zD'warER EASEnTEnT INSTALL THREE (3) \ \ /f r / 18 FLOW ALONG CURB LL O <br /> AND VACATED 967H STREETS f f LUSH PROVIDED BY ORCA LAND SURVEYING, INC., & ~ co <br /> AAT D 6THD45D CURB CUT INLETS SPACED ` f ,ya / N <br /> 8' ON CENTER CURB THE CONTRACTOR. OMEGA ENGINEERING HAS �_ O <br /> „r rJ ASPHALT ROAD PREPARED AND STAMPED THIS DRAWING BASED 0- <br /> 45*CURB <br /> - (SEE.DETAILS) - - / / /� y S1 C8-n=583.59 TAPER (TYP.) ON THAT INFORMATION. U <br /> .+) \ - EX. <br /> EX.CD-n=Sb..74 � <br /> IE=58T.50(S12"CONC) / / NEW IE 5a 89. <br /> / 581.14(NW)(AB) CURB CUT INLET DETAIL <br /> `SBq- Yf NOT 70 SCALE � 22-0104 N. <br /> EJT <br /> 00378700303700 ti • /� / / • 8/11/2022 <br /> 9401SSHARON DR EX.C8 TT=5W,14 <br /> EVERETr,WA 98204 IE=580.06(14Er21a)1 / PER PLAN <br /> IE=58a2A(SW2`OQ/' / 0 20 40 Know what's below. <br /> HORIZONTAL SCALE Call two business 5 <br /> / / Fx, days before you dig. o. <br />