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I <br />0 <br />� <br />ol <br />N <br />V <br />N <br />0 <br />a <br />� <br />� .o.` I : <br />o ' <br />� I, ' <br />0 <br />0 <br />� �; <br />�o <br />O\ I ; <br />� � <br />� <br />rn } <br />7 <br />O I • � <br />o I� Q <br />� <br />� I Ex. House � <br />;' 004958- �06-016-00 �'''-"�-- �i <br />� �-�- <br />I <br />i1 �-_'--`. � . _- --�-. <br />S 89�59'03" W 12 .98' -- <br />�f ': E - T ri ,., �O D� CI( _ _ <br />., -� � _ t_. - __ ._ _ G � � ` GAS — GA� GA$ WS - <br />�_. ._ ._ _._ . _ I- _� - _ _ _ - _ - <br />ed r..--.---'i' o l� 8=91.35— ss-- --ass �_- <br />;T.^.. . � -�-c-1 <br />. � ,If �. ��__�'{`T_ "� _-, �� i � <br />'-d �I ' • I 9• '----� •z`---==;�1 � I IIILII <br />i" PROP <br />,� �OCONC <br />�q i '•DRIVE� <br />��� �. �r� S� <br />, `� %���,y� <br />, � <br />�` ,-�� ' ��'. <br />3pq�� 1� <br />O� _2�- <br />29' �- - <br />Nz •- -I <br />-�l <br />J� - <br />— <br />ED , �'r PROPOSED Ex. House <br />rE � S.F.R. To be <br />Y. i' 2186 Sf _Removed �6.5.. <br />-T: . �I o=91.5� 2808 Sf Eoves ,J <br />.. ' � � .9.. u, .� • <br />'-`="�`'� <br />— -� COVEREC � t <br />��� 1� -� I I� DECN L�_I 5 <br />=-� I � � x iv' <br />�; oecK � t � � � <br />I� I6' % 20b' � Uovn i <br />�j I � i I ;zo:i <br />il l ,..r , _:. <br />�� ;,._. �.,.::.:� <br />�___ I ,0 g � � <br />1 .5 , O <br />II 20' <br />t5'a. �� <br />� <br />�; __ D=91.25' i ,.-� �__ <br />G�. _ � _ _ � � _ _� � 50.5�_ ✓�_� _� � -`—_ -`-\_`-I� " / <br />' Sw le to ock of I t � 'v, _ _�'" <br />�9�59'03" W ,123' <br />` 372-'---- _ \ /- 1 <br />I 004958-006-014-00 <br />I �-�--- \ <br />� Ex. Shed "� � � _ _ � <br />� � <br />�� l-� 1--�T._ <br />'- � ��4' � �, Ez. House -�- -� <br />I `. `� � . � <br />Notes <br />A{,plicant <br />Paul Thompsan <br />5312 Rockerfeller Ave SE <br />Everett 98203 <br />Proposed Roof Impervious <br />Proposed New Driveway/Nlalk <br />Total New/Exisling Impervious <br />2,808 s.f. <br />875 s.f. On-site <br />3,683 s.f. (Partially dispersed) <br />Erosion Cantrol - The Constr�ction Entrance at the location of the <br />new driveway will provide conslructon access. The lawn should be <br />odeqaute to filter si�t from construction propo�ed per 8MP C102. If <br />silt is e::iting the site, lhen silt fence is to be inslalled per BMP <br />C233. Any stockpiles to be covered with plustic within 24 hours per <br />BMP C123. <br />No Fill or Rockeries/Retaining Walls over 4' Tall Proposed <br />,r <br />Y � <br />� �-'- <br />� ,f vri:� <br />= -=�— <br />���VATtR <br />- 25' i <br />0 <br />.i <br />25 <br />3�� <br />Keyed Notes i°�' 8M lo so�tn <br />Ol Grade back(ill around building so flow dispersal <br />segments are as showri. Slope swale to bock of <br />house and disperse flo�'v into the back yard per <br />BMP 12.50. Runoff fror•i new concrete driveway <br />apron to be dispersed to SW per BMP 12.70. <br />OProposed downspouts to infiltration trenches <br />(17', 19', 23.5' & 32.5'). Min 6' C-C and 10' <br />setbacks. <br />O All disturbed soil to be amended with 2" <br />minimum Compost per BMP 12.20 in areas of <br />disturbance nol covered by impervious. Ex Shed <br />may be removed. If removed soil to be <br />amended in that area. <br />O <br />O <br />Construction Entrance <br />Area of Disturbance <br />� <br />� <br />� <br />NORTH <br />GRAPHIC SCALE <br />0 t0 20 <br />� <br />(IN FEET) <br />1 inch = 20 ft. <br />��� i <br />���� ; <br />I Q <br />�r� �� � � p a <br />7i °i � <br />. a <br />;• N Z <br />� o <br />� Z <br />lololalo a oi <br />Projecl Descript�on: <br />Removal ot existing house/shed ond construction o( a <br />new SFR, utiliti=s and driveway <br />Site Address: <br />5312 Rockefeller Ave SE <br />Everett 98203 <br />Parcel �/: 00495800601500 <br />Legal Descriplion - <br />LAUREL HEIGHTS BLK 006 0-00 - LOT 15 <br />Soil Type - Alderwood (sondy locm) '-87 si�pes <br />Infiltrotion per Table 3-2.2 <br />2'wz7.5'd - 3.28x2808/100=92' (17', 19', 23.5' & 32.5') <br />Lot Coverage <br />Lot Areo 7,380 Sf <br />Proposed House 2,186 5t <br />Lot Coveroge 29.67 <br />Height Calculation <br />BM - Sewer Manhole 85' South on Rockefeller (Assumed <br />, oo') <br />A= 91.0' <br />8= 91.35' <br />r- 91.5' <br />�= 91.25• <br />Average 91.28' <br />Allowed Max Height _�From BM <br />719.28' <br />Proposed Height 110.71' <br />Call 48 Hours <br />Before You Dig <br />1-800-424-5�55 <br />or 8-1-1 <br />C <br />� <br />n. <br />� W <br />Q1 � N <br />�p � u <br />C Q �1 a�i <br />�� O U <br />L � N f/1 <br />O w °� v <br />v� K <br />� v "' c <br />y� Y N O <br />� u � �n <br />� o� a <br />� �w � <br />(d N O <br />� � <br />H <br />� U1 <br />4J <br />L <br />tn <br />t1of3 <br />