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� <br />,, �. <br />/ )� � <br />v �� �. SW 1/4, SE 1/4, S.�C.14, T.28N., R.4E., W.M. <br />c��� ���� v0�: SNOHOMISH CO UNTY, WASHINGTON <br />�� <br />; 1 �� ) LINE NOT SHOWN FOR CLARIIY. \ / �/ <br />BE ADJUSTED PRIOR TO / <br />COMPLETION OF BUILDING INSTALLATION. <br />EXISTING VEGETATION: / <br />w UNMAINTAINED RESIDENTIAL LANDSCAPING EX. 12"4 CULVERT <br />� <br />�I� <br />;� �' LOT 9 EX. 12"b CULVERT <br />;rl � I <br />0 <br />� <br />� � NEW IlI�IPERVIOUS AREA TABLE: � — -- — <br />� 98TH PLACE S. W. <br />ON-S/TE EX. 12"� CULVERT I <br />NEW DRIVEWAY = �, �ZZ SF. INSTALL 2'x10' PERFORATED <br />NEW PATIO & WALKWAY = 307 SF. p�pE STUB OUT TRENCN FOR EX. 12"�b CULVERT / <br />NEW SFR ROOFS = 3.544 SF. EACH NEW RESIDENCE. ° <br />I TOTAL = 4,973 SF. EX. WATER MAIN <br />TAX ACCOUNT NO.(S): s.o' a <br />� 01082000000801 = a <br />01082000000802 03 � 4 �0.0' . � '�,. �D a. �_ <br />EXISTING SOILS: ��6� B�eL���" �'�� a: � �•Aosoo : . o . / <br />i �o� � � <br />ALDERWDOD, 2� TO 8� 2� �o � ��i� �`��� ' a a a� / <br />65 �i-, \� / <br />� 5.0' N if5� 2 c� �. ° 40:0 �,_ _� / <br />I <br />�p0 <br />��/ � \ a . � \ / <br />,F�%� ' SS --� / <br />UNIT BB � \ �a — -- `� <br />SL#1 � . . . �APPROX. LOCATION OF <br />> ��l EX. 2"0 SEWER PUMP LINES. <br />\ <br />\ � EXTEND TO EACH UNIT. <br />� W ,!� � <br />\ i� � a. � <br />coNCRErE \ � � �j5� �%' �� �i' <br />PATIO �� �� I INSTALL 2'x ] 0' PERFORATED <br />\ � ,%� �j � �a ` ,. PIPE STUB OUT TRENCH FOR <br />\6 0' EACH NEW RESIDENCE. <br />\ �i�' �� y�2 j\ ° � � �/ <br />12" EAVE � � �j � � .�, � <br />��� � p LOT 7 <br />11 J" Z l� <br />� � a / <br />NGPA/E 10.1'� <br />�,_ � �or s <br />� UN1T 8A �i <br />\ �s��� �\ .�- � 2 / � / /� 3 5.2' <br />SOIL LOG INFO: <br />SLI <br />0-8" GRAVELLY SANDY LOAM <br />> 8" HARD PAN <br />�_ N88'09'30"W <br />82.03' <br />5 i� m <br />CONCRETE \\ \ � � / �m I <br />PATIO � , � � � h / <br />12" EAVE � i � � <br />�_i. 5' BSBL <br />� o"i.42' \ � —`------ —I I <br />_.'.'_' '"L"` J4.VU� <br />N88'09'30"W 115.42 EX. 6' WDF <br />� <br />5.6' / <br />r--- RANDOM F1LL <br />1 '�`�v�'.y_v.V.. ..v..vv Y�. <br />���� ,YYY <br />6�� ��Y / Y Y Y i Y Y/Y i Y <br />Y Y Y i Y Y Y i Y Y Y <br />y��y��y}�����/Y>y%�>y�Y FILTER FABRIC <br />18" � d 4" PERF PIPE <br />. ao <br />MN ,.. a. <br />� ' . � d� a. d. .' . . <br />� ' 1 1 /2 �• - 3�4•, <br /><. <br />WASHED ROCK <br />d� a � <br />a <br />24" MIN <br />TRENCH X—SECTION PLAN VIEW OF ROOF <br />PERFORA TED R 0 OF DRAIN <br />LEGEND TI �HTLINE CONNECTION <br />NOT TO SCALE <br />BOUNDARY LINE <br />— — EXISTING LOT LINES <br />— — — EXISTlNG RIGHT-OF-WAY <br />5D EXISTING STORM DRAIN <br />W EXISTING WATER LINE <br />SS -�--- EXISI7NG SEWER LINE <br />'� ���� ���� ���� ���� ���� ���� �� EKISTING EDGE OF ASPHALT <br />SD -�— PROPOSED STORM DRA1N <br />W PROPOSEp WATER LINE <br />�--$$ PROPOSED SEWER LINE <br />� � PROPOSED BUILDING EAVE <br />L--J <br />r � PROFOSED BUILDING <br />L__J <br />• SDIL LOG LOCATION <br />SL# <br />� EXISTING SHEET FLOW DIRECTION <br />�� ���-i 3 <br />TO ROAD <br />DRAINAGE SYSTEM <br />2' x ] 0' <br />LEVEL TRENCH <br />W/ PERF PIPE <br />DRAINAGE NOTES: <br />1. ALL DISTURBED PERVIOUS AREAS ON-SITE SHALL BE COMPOST <br />AMENDED PER _EMC 12.3.2, BMP 12.20. <br />i <br />2. DUE TO MINIMAL DEP7'HS TO NARD PAN, POOR 1NFILrRATING 501L <br />QUALITIES AND DENSITY OF DEVELOPMEN7; INFILTRATION, RAIN <br />GARDENS AND/OR DISPERSION IS NOr RECOMMENDED. <br />3. EACH NEW RESIDENCE TO INSrALL A PERFORArED PIPE STUB OUi <br />TRENCH TO CONTAIN ROOF RUNOFF. DUERFLOW OF TRENCH SHALL <br />BE TIGHTLINED TO EXISTING DRAINAGE SYSTEM. <br />1 <br />�estern (425� <br />Engineers, 356-2700 <br />Inc. <br />c <br />OR � PLANNERS � ENGINEERS SFR DRAINAGE <br />iYY 99 SOUTH, EVCRETT, iYA., 98204 PLAN FOR: <br />KATIES PROPERTIES, LLC <br />DATE REV. 8Y DATE PROJECT MANAGER SCALE <br />03 2012 02 JAJ_ OS/2012 J. JARRELL 1"_?0' <br />