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i <br /> 4` ` 1I <br /> °. --FIRE HYDRANT IS \_OFFICE BUILDING @ NORTH END LSA.-EASEMHNT TO ALI N W/EDGE! <br /> LOCATED 136'FROM OF THIS PROPERTY,. <br /> -NORTH PROPERTY UNE ., __ _OF PARKING SRIPES-C FIRM THIB <br /> ,, „QlLINIS.SID,E QESJREEL ,_ OWNLR OF THIS 25QPE ] _ _ DIMENSION OFI 2'-0 3l4• <br /> 0 TO GRANT ACCESS 1 <br /> r ' ° r THESE PROPERTIES EASEMENT THRU PARKING, I <br /> j ARE OWNED BY THE LOT FOR APARTMENTS AT `, <br /> r SAME OWNER WHO IS 3313 Of6�ES AVE. <br /> (N <br /> 4 °,' WILLING TO GRANT PROPOSED AUTO ACCESS <br /> rz ACCESS EASEMENT <br /> ACROSS..PARKING LOT <br /> _ TO SITE <br /> a' --- EXISTINGPARKINGLOT -�--- <br /> _ T — _ 23. 7. <br /> l <br /> EXISTIN 'ETAINING WALL 1 1 <br /> r I <br /> 8" S(�REENED <br /> 4'.111:4 <br /> SIDEWALK _Tee_ <br /> . � �� _._ I <br /> I <br /> _ ..�il� 120 j�ii.iii i I W.T-I CAP N <br /> I_ ,......."......,.............1.; 22969 2.00 <br /> 313 '� �/ . 'r�TP� /�` ' LENGTH OF NEW ' TP 2 � ' �*/ sIT AREA AS <br /> oN LP, <br /> REV ING�NEW , <br /> ., . _ J��/S ..TP- Tom , , Eb B.F. <br /> ,��' TOBE , Q <br /> O kes '�- `� i�,r J/� DETERMINE] , - i dalik:IPORCH } <br /> fjf('4! <br /> ��{b�y1i 1t 4 TWO$TORY I ;riff) <br /> jrz - r,a ALLEY <br /> la <br /> s .. YJIDAYLIGHT..... .k..._,f. r I w 'S RS <br /> o �. Er.1�2.' R <br /> /� - ��//A///.:EL 134' t-.`.illIN4IGH <br /> YEIS .. -2 .9T P WALL � '�� tj <br /> �� IffigigSTING <br /> I ° . ! R TAINING <br /> co,-,.,/4. <br /> GARAGE-@_OWE• a .t. OF kW EXISTING RETAINING EXISTING I \� ' - UX. IRON PIN <br /> �'i °' ° LEVEL .e RETAIN! TO` WALL RETAINING 1 \\( ILLEGIBLE CAF <br /> ,o BE DETERMINED CALL I <br /> i OPEN SPACE REQUIREMENTS g ADJAC / #` <br /> ` UNITS 1 2 WILL HAVE THEIR OPEN SPACE ON ENTRY PORCH&AT BBSIQEN�OE I ^X30 <br /> COVERED PORCHES AT THE REAR OF THE MAIN ENTRY LEVEL <br /> \\\ I \. � UNIT 3 WILL HAVE THEIR OPEN SPACE BETWEEN THE UNIT AND THE REAR C- '•• a 'N''-'- ' <br /> I t , LOT.LINE-(INCLUDES YARD SPACE&COVERED DECK AT UPPER LEVEL) <br /> I <br /> I B ::WM LINES AREI' 23. 7' <br /> �� .. l STORMWATER CONTOUR <br /> STORMWATER WILL BE DETAINED IN BELOW GROUND PIPES OR VAULT(AS WM DETERMINED BY CIVIL ENGINEER)AND WILL DRAIN TO COMBINATION LINES AND <br /> (rYP <br /> 3 r <br /> SEWER LINE IN ALLEY 1O )OXIMAT ' <br /> l- <br /> i ',;;__ �.------'- I I <br /> I <br /> 1 <br /> ASOUTECE:SITE PLAN PROVIDED BY CARL COLSON(ARCHITECT) <br /> SFE,ETA 1$` TP-# =Approximate Test Pit Exploration Location <br /> 0 100 200 <br /> N <br /> Date: 11-21-16 By: GDB Scale: As shown Project <br /> GEOTEST SERVICES, INC. SITE PLAN 16-0659 <br /> R 741 Marine Drive <br /> Bellingham, WA 98225 PROPOSED RESIDENTIAL DEVELOPMENT Figure <br /> phone: (360)733-7318 3313 OAKES AVENUE <br /> fax: (360)733-7418 EVERETT,WASHINGTON 2 <br /> I <br />