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I <br /> 1 I 4 `., I II <br /> FIRE HYDRANT <br /> 136'FROM OFFICE BUILDING NORTH END L,SA..EASEM�NT TO ALI N WI EDGE' <br /> A _ OF THIS PROPERTY <br /> -NORTH <br /> PROPERTY LINE--: a --- _ .. OF PARKING.$ IPES•C FIRM THIS <br /> }�ON T}HYD AN QE$JPE ^ O R OF THIS,�BQPF DIMENSION F 2'-O 3W <br /> e o I TO GRANT ACCESS .\ II <br /> r a THESE PROPERTIES EASEMENT THRU PARKING-` 1 <br /> N� AREOWNEDBYTHE LOT FOR APARTMENTS AT I I <br /> SAME OWNER WHO IS 3313°PEES AVE. <br /> - ' WILLING TO GRANT PROPOSED AUTO ACCESS <br /> i ACCESS EASEMENT TO arm <br /> ACROSS.PARKINGL07 ._ .. <br /> ► EXISTING PARKING_LfSC_ \ I I,.' 3. T <br /> co <br /> 8• E)ISTIN RETAINING WALL €'I <br /> WATER ,.'� ,� N ACCESS WALK F••h s'Woo) ` PSi£ �� ES <br /> I <br /> ;, SIDEWALK i CONC.LURE N 891 9' WS R il1,7. 7'A.iE��' 85?� _ E F�� <br /> FENCE <br /> • <br /> 21.97, e _,,f,:--„,----„,------, <br /> .- , Fb SET IRON v <br /> .� / 120 _,I 11119 > w� K\ NFTH CAP N <br /> . �.F-A7 :P -+ _ "13 t1�- , 22963 2.00 <br /> 313 . iTp ,./.://,..), LENGtH OF NEW TP 2.- yr't E�� S ,FAST ON LII <br /> ,._,. w c /.:jP J/�. �1ll TO$ TNGW"-/—L__ __ _ } '.! S.F. <br /> `..O 'ES - ..� �P��r, :� DETERMINED,� .i _� L 1 ' —GF�VEL <br /> xri FR; - : <br /> UMTSTOc NNSE. EI 142' �. _— /. //// y- ..INNN tt1� 134__4.L'' <br /> __ ', �H <br /> 21.9T I 1 n 9a .N.89'43 - 119 85 11- 7'P i � 1 F LASTING <br /> a <br /> .. . WANING <br /> .:c - GE•,@ OWER N... OF5IE�9' EXISTING RETAINING �EXISTING �'' IRON PIN <br /> • � 0 <br /> a LEVEL RETAINI - TO WALL rA8wN6• . ILLEGIBLE CAF <br /> '� ' . , { " . I BE DETERMINED <br /> ��, e .I OPEN SPACE REQUIREMENTS G� ppUA l` <br /> UNITS 12 WILL HAVE THEIR OPEN SPACE ON ENTRY PORCH B AT r, RESIDENCE I --'<bn I. COVERED PORCHES AT THE REAR OF THE MAIN ENTRY LEVEL . . <br /> . UNIT 3 WILL HAVE THEIR OPEN SPACE BETWEEN THE i1NITAND THE REAR `�'} ';'-'''''''L'''''' <br /> LOT.UNE(INCLUDES YARD SPACE B COVERED DECK AT UPPER LEVEL). I <br /> \ I........ ...... .. .... STORMWATER _ LINES ARE 1' 23. 7' <br /> IEl? <br /> - 1 I STORMWATER WILL BE DETAINED IN BELOW GROUND PIPES OR VAULT(AS CONTOUR <br /> v 1 rb ' DETERMINED BY CML ENGINEER)AND WILL DRAIN TO COMBINATION LINES AND ARE <br /> SEWV-R UNE IN ALLEY 10 �)OXIMATE <br /> I <br /> • <br /> I <br /> t..........._.__.....,,. I 1 I <br /> SOUTECE:SITE PLAN PROVIDED BY CARL COLSON(ARCHITECT) <br /> FEET TP-# =Approximate Test Pit Exploration Location <br /> 0 100 260 <br /> N <br /> Date: 11-21-16 By: GDB Scale: As shown Project <br /> GEOTEST SERVICES, INC. SITE PLAN 16-0659 <br /> 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 />