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20100607093204997.pdfM .-MAXIMU1411 MIIVVAU'�,y SLOPE ARC -111 14L VERSION CAD TR C - - UT �, 1b'-05" ikil. OW L AI � w .. . ILLTY _ i i � q (m aA �� SE EN y PROPOSED / �t °' „ RANSfOREISTNG4"PVCFOOl DRAIN LIN 1,%I{'LVI l BuiAC�ino S IU601l`~ .. _ __. .> 41 LIJ Lu _ ,� uj Rihl ELEV. flu _ '*'m � EXISTING 12' STORM DRAIN LINE i I a --CURRENT ,, _.. -._ _._ / }} TOPIC. t t vIN WATER 4 43 I / soco co - 91 µ dIE T µ 98.48 mRY ATCH ——fFDco--i A .if E1.3 i SLOPE DRIVEWAY TO CENTRAL tP C«`MN7 PE, CATCH BASIN PER EI3 H�� 1 xPs / - IE=101.31'i J .. In , ° \ .;. TIGHT TO STORM1I DRAIN to ti "PROPOSED STORAI DRAIN I fn. 5 " U J>� { -, !' I -"" a"'�' TIGHTUNE, 22.5 IT mf C µ 9 w h" 0Yµ GARAGE PROPOSED FOOTING DRAIN µ "m y' TIGHTLI E, LE �. i' I- I BOT PO Gcl „ - / toy N87°15'14"E rn �l I oro ue eoo� N 9 9Aµ a 6"n4 a, µ / r' 4 ROOF f I 30.00' > V w tY1 fr80 _ _ -may -' I ' sroaniivarER I l / 114--- / / � ,fi ;.Ca'f",c�"� - DETENTION N't 6� �I 11 Z 110 811,11 �z.� a,�° ---- tt - BASENIENT c6 / a aI2 __---- _. , a f� frs -108 _ _ _ _ _ _ w>1a, Q =� j � TOP Of siAepia;n , m µR4 \ \ — — — — — —— P i U',k 106 ----- o r .p li I // rnveo ore - Paco " bl!"1�w �'r!C Pr„ � � �Po�,er�������w��, � 102 i �p 100 l(� h r- t� y AES RECOMMENDATIONS (see attached soils report) * L� tm H ��,I 1. Control of surface discharge during and following I o development should be performed in order to reduce the hazard of erosion. Care should be taken to ensure that surface runoff and domestic discharge will not be directed onto the sloping areas. All devices used to collect surface W j discharge should be directed into a tightlined system that / discharges away from slope areas. Uncontrolled discharge on "TION m M m s �r \ the slope areas may promote erosion and slope movement. 2. To reduce the amount o sediment transport during construction, a silt fence should be placed along the lower — _ perimeter of the site prior to commencement of site ay EROSION INFORMATION development. EROSION CONTROL SHALL BE CONSISTENT WITH CIN OF EDMONDS REQUIREMENTS. 3� Construction Should proceed during the drier periods of the year and disturbed areas should be revegetated as soon SEE ATEACHED FOR TEMPORARY EROSION CONTROL MEASURE DETAILS as possible. 4. Soils that are to be reused around the site should be ------ IMPERVIOUS SURFACE CALCULATIONS --------- ROOF -------ROOF DRIPLINE AREA: z3365f DRIVEWAY: 3275f WALKWAY: 45 sf PATIO: 1 2o 5f TOTALPAVED AREA: 4.925f �TOTAL IMPERVIOUS AREA: 28285f — LOT AREA: 8,629 SF LOT COVERAGE: 32.8% rPROPERTYOWNER: CLEARWATER HOMES LLC PO BOX 432 MARYSVILLE, WA 9827o TAX ACCT. PARCEL #: 00491100000413 PROPERTY ADDRESS: 8008 24ol ST. SW -- -- — - - LOT AREA = 9,171 sf stored in such a manner as to reduce erosion from the stockpile. Protective measures may include, but are not necessarily limited to, covering with plastic sheeting, the use LOT SLOPE = 12.35% of low stockpiles in flat areas, or the use of straw bales/silt fences around pile perimeters. EXCAVATION: 5. In order to reduce potential erosion hazards, natural APPROX. 238 C.Y. FILL vegetation on the slope must be left intact. Other areas 143 C.Y. CUT stripped of natural vegetation during construction should be 132 C.Y. RE -GRADE 1 replanted as soon as possible, or otherwise protected. „�Wvs GRA I LAN SCALE: 1" = zo'-o" 0 20 40 r 1p, 6 � d'xE•.NI�.I,.II� ^�. SIF Gaye§ lAl r"On `' ' io'6J18'55th Ave NE I<enmore, WA 98o28 Home Design, LLC Ph: (2o6) 351-3783 m Email: madrone.design@gmail.com -H E D Lot rl 0 =ASURES BEFORE WORK CAN BEGIN. C. 77 REVISIONS TE r o r89O-1990 R GEBERT 05/19 05/03 Iu STRAW BALES MAY BE USED IN CERTAIN CIRCUMSTANCES (SEE DETAIL ELLIX THIS APPLICAIION SHALL BE MAINTAINED AT ALL TIMES .DURING CONSTRUCTION PERIOD. STANDARD DETAIL TEYPOBARY SFdaTW TRAP FOR CATCH TUN 9/2V81 >aui MK n' E13 _ o HIM. RADIUS QUARRY SPALLS 2-4MIN DIA 8'-12' MIN. DEPTH spl�fff 0 PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA CONTRACTOR SHALL MAINTAIN TEMPORARY CONSTRUCTION ENTRANCE DURING THE CONSTRUCTION PERIOD, CITY INSPECTION REQUIRED ON ALL EROSION CONTRO MEASURES BEFORE WORK CAN BEGIN. 777 1V adrone Home Design, LLC STOOD CaiSFRDCO ERFRAXff IM411 — NTS — E1.2 ARCHICAD TRIAL VERSION Virtual Building Solutions SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 2' X 2' WOOD OR CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, STANDARD DETAIL 11FABPoC10 PATRATiOlISISTIN tgg0_79g0 wrc 9/z4/o[ swc HIS w. E1.1 PROPERTY OWNER: CLEARWATER HOMES LLC- PO LCPO BOX 432 MARYSVILLE, WA 98270 TAX ACCT. PARCEL #: 00491100000413 PROPERTY ADDRESS: 8008 24oTH ST. SW ETSCH E I D Lot #3 PERMIT REVISION 19628 55th Ave NE Kenmore, WA 98o28 Ph: (2o6) 351-3783 • Email: madrone.design@gmail.com 8' FILTER FABRIC MATERIAL IN CONTINOUS ROLLS, USE STAPLES PLACE 3/4-1.5' WASHED GRAVEL IN OR WIRE RINGS TO ATTACH Tiff TRENCH AND ON BOTH SIDES OF FABRIC TO VIRE. FILTER FABRIC FENCE ON THE SURFACE II ii MESH SUPPORT FE }yE V.1RE UPPORT FILTER FA flIC ii •� ____________________ �_. iU i i t C BURY HOTT0.N OF FILTER MATERIAL e' TO 12' I li 1 6' MAX 1 2' X 2' WOOD POSTS OR , EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN, STANDARD DETAIL 11FABPoC10 PATRATiOlISISTIN tgg0_79g0 wrc 9/z4/o[ swc HIS w. E1.1 PROPERTY OWNER: CLEARWATER HOMES LLC- PO LCPO BOX 432 MARYSVILLE, WA 98270 TAX ACCT. PARCEL #: 00491100000413 PROPERTY ADDRESS: 8008 24oTH ST. SW ETSCH E I D Lot #3 PERMIT REVISION 19628 55th Ave NE Kenmore, WA 98o28 Ph: (2o6) 351-3783 • Email: madrone.design@gmail.com