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SW 1/4, NE 1/4, See.31, T.29N., ME., W.M. <br /> \\ ao f N <br /> \\\ \ \ SCALE:1"=20' <br /> \ \\ $ <br /> \ t \ \ 0 0 10 20 <br /> LOT 5 � SSMH <br /> /\�/ \ \ RIM 281,21 279 <br /> 7 <br /> \ IE SW 279.6 <br /> sir-s^Puc IE NW 279.26 <br /> $C0P1G 5s \\ \ 1 s-2.0% IE SE 279.56 <br /> EX SSMH 48' 1 59'32" \_ I 7 GO \S <br /> EIMSW2319999 \ \\ 0 41'i \ \ \ 31. ml I <br /> IE N 319.84 \ �,S� \ \ \�;\ `' c J 1 <br /> IE NE 319.93 S \ \ \ \\ \ \ \ cU \ Confirm driveway slopes: GENERAL NOTES: <br /> \ \ \ \\ \ \ \ ;, \ \ �' \ \ Per COE Design and Construction Standards <br /> ec°Nc I \ \\ \ r \ \ \ \ o \ \ \\ \ PTcp RARE- \ 9 Volumel,Chapter 3-19.2(1); FOUNDATION DRAINS SHALL NOT BE DIRECTLY CONNECTED TO ROOF DRAINS. <br /> \ \ \ \\ \ \ \ \ 2'1" Mm \ 'i��xtd In areas not fully improved with curbs and sidewalks, <br /> 296.0 NAx \ \ CONTRACTOR 70 CONSULT WITH TANK MANUFACTURER 70 ENSURE THE MIN. <br /> \ \ \ \ o \ \ \ \ \ \ \ \ \ \ 'q\ the elevation of the driveway at the point where it COVER OF THE DETENTION TANKS. <br /> V A V A A A V A AV A A iL6SF v A v VT, v \ $ I crosses the property line shall not be more than 3 <br /> \ \ \ \ Q \ 3 1 \ \ inches higher than the elevation of the centerline of -SINGLE FAMILY DRIVEWAY SLOPES NOT TO EXCEED 157.. THE MAXIMUM <br /> \\ \ \ \ \ \ \ \\ \ \ \ \ \ 3 I Ax �\� the exists paved street if driveway is rising on the GARAGE FINISHED FLOOR ELEVATIONS HAVE BEEN SET TO ASSUME THE <br /> 15° M `\ 9 P Y 9 MAXIMUM SLOPE. <br /> H13-- 3\ \ v I�v 5% , .,� elevationprivat property o the c centerline of d no lower <br /> existing than street el lif the <br /> th e <br /> driveway is going down on the private property side. <br /> 2 V A A <br /> ---7 A <br /> CONc v v A <br /> + ffen9Acr_ <br /> RFD a waLLi KEYED NOTES <br /> W - / // / / J II \ 1 - ° .08 \ <br /> �-• �Y I / / I I \ � /29�amAx \-- s �s� \ \ \ \ ® 51- <br /> �OHP W / // \ 1 I I I I / / I - / \Fg \ I O TRENCH DRAIN-CONNECTTO DETENTION <br /> SYSTEM <br /> \V 1 STORMTECH MC-4500 CHAMBER SYSTEML <br /> ° RuEL <br /> SEE SHEET 2 <br /> \ \ DRIVE/ <br /> V GHP 4"-6"PVC PI PE.CONNECTTO CHAMBER WITH <br /> t <br /> GO <br /> a / / /t ts <br /> 2 v V A INSERT-A-TEE <br /> /13 F V L <br /> YD-YARD DRAINS TO BE MIN I8"DIAWITH <br /> SOLID LIDAND I2"SUMP(TYP) <br /> �Mw298.°ICI \11 II I I 'h 1 Sy,M CB NO.1-TYPE IW/SOLID LOCKING LIDAND <br /> 1.5'SUMP <br /> CR_IV RIM-297.0 IE=294.0 <br /> RIM 360.so 1 \ / / / <br /> IE NW 354.25 <br /> i A v 1 V A ?� <br /> IE SE 354,40 III A 2 V 1 1 I V C A / / �� A .I. I A �\ <br /> ROT 352.90 \ I \ \ \ \ / O CB N0.2-TYPE 1 W/SOLID LOCKING LIDAND <br /> 1 1 I V A ) / // / � I VI�.i�2�i� 'I" a" o %M �\ �A 6 1.5'SUMP <br /> RIM-296.0 <br /> i v\ _ I'� \ �� IE=293.0 <br /> 6 <br /> 32 �'_ I I A V A 1 V I CONTROL STRUCTURE <br /> Av I SEE DETAIL SHEET <br /> a _$F+ 1 1 1 £ \\ <br /> A 1 1 A t CB NO.3-TYPE 1 W/SOLID LOCKING LIDAND <br /> 1.5'SUMP <br /> RIM-293.00 <br /> OB-I e A V A A v v v ��v A v Lot 3 1 \ <br /> RIM 357.61 TD 1 \ \ \ �\ \ \ \ \ ( I 1 1\\ - \ IE-289.00 <br /> IE NW 355.01 �V 8,074 SF I 1 V A V% c MI V A <br /> IE S 355,01 G s <br /> BOT 352,91 A " v 1 V A \ \\ \ V A A v v V AA V A V A \ V Av A 0 <br /> CB N0.4-TYPE 2 <br /> EI 281.000 <br /> vvwvv �vv00vv SADDLE SSMH-48" <br /> RIM=289.90 <br /> IE=281.14(8"-OUT-NW) <br /> IE=281.2498'-IN-SE) <br /> 6V 32� IE=281.24(8"-IN-SW) <br /> S, D III <br /> \ I S / / / / \ \ SSMH <br /> \ IE SE 291.05 g \ \ <br /> M \ <br /> I \ \ \ \ I I I <br /> I III1y11 I \ <br /> / of 11I I LOT 7 \ \ <br /> I IIIVIII I \ <br /> IE IN355.8 <br /> 355,78 / \ \ <br /> IE S 356,03 <br /> 5,48 <br /> BUT 35548 <br /> I EX ^M <br /> RIM W 55.7 3 355.7 \\ \ <br /> 57.34 <br /> E 4 <br /> NO. REVISION DATE UTILITY CONFLICT NOTE: ¢�B.NF DATE: 05/23/23 <br /> CAUTION! �ww � Acre Short Plat DRAWN BY: VK <br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR I.FYING THE LOCATION,DIMENSION AND DEPTH OF Cityof Everett Permit Review SOUND DESIGN <br /> • ALL EXISTING UT_IT1ES WHETHER SHOWN ON THESE PLANSOR NOT,BY POTHOLING THE UILFIIE5 ` ENGINEERING, INC Public Works Permit CHECKED BY: RBN <br /> AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.THIS SHALL EVERETT Status:Approved as Noted <br /> INCLUDE CALLING UTILITY LOCATE AT I.BOO-<24-5555 AND THEN POTHOLING ALL OF THE EXISTING pP $ <br /> UTILITIES AT THEIR LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT Q W ROBERT HERRING,P.E. GRADING AND DRAINAGE PLAN FILE: AEre SP.dw9 <br /> CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE 12/11/2023 7:24:17 PM A,�4' tO5t520[x Sheet SE.,Lake Stevens,Wn 98t58 <br /> r. UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.PRIOR TO COMMENCING J' A TEL:(425)TI3-956] <br /> Know whafs below. CONSTRUCTION OF STORM DRAINAGE AND DETENTION SYSTEM,CONTRACTOR SHALL VERIFY `sTONAL F'� SHEET 4 0 F 6 <br /> CONNECTION FROM DETENTION OUTLET TO TIE-IN LOCATION OF STORM DRAINAGE SYSTEM.IF ANY <br /> Call before you dig. CONFLICTS SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT SOUND DESIGN ENGINEERING TO <br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 05/23/23 <br />