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NOT241737
<br />TOP211737
<br />GR0241737
<br />3LOCK
<br />SIT241737
<br />SIT241737
<br />PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M.
<br />\ N8800'16w 52.76'
<br />�1
<br />N4205'13w 25.27
<br />90 84.00 fVp4356E 7.36
<br />I - _85#00 e$+00 r•� i YQ 7 1 ti
<br />167HSTREET , - r g - 67.37 Na2ro45sw s1.s: 1 ` ao
<br />i � .� � W � IY. at;�,s , J
<br />N6838'49w 11.18'_" 7�`1
<br />Site plan has been updated to�5
<br />show garage stalls in carriage
<br />V2 C units C, D, G, and H �- .-'
<br />C2104
<br />7 )
<br />_ L 4
<br />DRIVEG
<br />Site plan has been revised to C210a \ \
<br />shift these stalls 2 feet north to N410455w 732.02'
<br />accomplish the 28-foot \ \ \
<br />L'" clearance as requested.LJ
<br />BUILDING
<br />GRID LOCATION
<br />BUILDING
<br />GRID WT.
<br />NORTH
<br />EAST
<br />A
<br />A.1-A.a
<br />366177.69
<br />1309250.64
<br />A.2-A.a
<br />366134.79
<br />1309203.14
<br />A.2-A.b
<br />366010.50
<br />1309306.35
<br />8
<br />B.1-8.0
<br />366032.22
<br />1309382.00
<br />8.2-B.a
<br />365989.32
<br />1309334.50
<br />8.2-8.b
<br />365875.03
<br />13094,37.71
<br />C
<br />C.1-Ca
<br />365876.79
<br />1Jo9526.79
<br />C.I-C.b
<br />365813.29
<br />1309575.10
<br />C.2-C.b
<br />365807.21
<br />1309557.29
<br />0
<br />DA-D.o
<br />365646.16
<br />1309478.99
<br />0.24a
<br />365B30.071309461.18
<br />D.2-D.b
<br />365776.57
<br />1309509.49
<br />E
<br />E2-La
<br />365713.72
<br />1309683.62
<br />E.1-E.a
<br />1.365720.39
<br />1309489.48
<br />£.1-Eb
<br />1365656.34
<br />1309487.29
<br />F
<br />F2-F.a
<br />365722.29
<br />7309434.12
<br />FA-Fo
<br />36572754
<br />1309278.05
<br />F1-F.b
<br />365663.60
<br />1309275.85
<br />G
<br />G.1-Ca
<br />365696.30
<br />1309017.80
<br />G.J-Gb
<br />365691.35
<br />1309161.88
<br />G.2-G.b
<br />365667.37
<br />1309f61.06
<br />H
<br />H.1-H.a
<br />366226.77
<br />1309149.33
<br />H.2-H.o
<br />36619a 05
<br />1309148.39
<br />H.1-H.b
<br />366224.27
<br />1309221.42
<br />J
<br />J2-J.b
<br />365817.07
<br />13093JO. 71
<br />J.2-J.a
<br />365825.78
<br />1309077,03
<br />J.1-Ja
<br />1366030.48
<br />1309084.05
<br />''\
<br />67-1
<br />-
<br />\
<br />\
<br />Driveway entrance has been updated to standard
<br />commercial driveway approach as requested with a
<br />a
<br />\ \' .-/\
<br />\` ;
<br />\r, total drive aisle width of 26 feet.
<br /><
<br />I .� _ awrsrarma.i � �
<br />J 5 STORIES \,
<br />"Q 73 UNITSPM
<br />i e
<br />L -- -- -- J �-J.
<br />17TH STREET
<br />S875915T 11.77'-.
<br />'- DRIVEC sRrrrza F-�
<br />� fin, ooc
<br />e. G TRASH TIM
<br />The drive aisle here is 28-foot clear. The building outline
<br />shown here include overhead features that are not actually at
<br />the ground/drive level. The updated plans reflect the correct
<br />building footprint and required clearance.
<br />\
<br />;a
<br />t\ ,
<br />\
<br />I \
<br />vl I
<br />sxrsRnrm,a 1 � -
<br />11 A
<br />2g' 6UVE, WFA r \
<br />SENATOR HENRYMJACKSON PARK hw PfA le - C6 5 . II f,Jap�i P/fE
<br />The sidewalks on the north side of this drive provide a clear &'&C A OL ,,I -/ytFit
<br />zone (i.e., no cars or structures) that satisfies the intent of the 4W' 0.5 -rra '0 ttt///t11 16
<br />additional drive width that would be provided by a 28-foot drive. I ' 0 f IB J
<br />Subsequent correspondence with the City confirmed that this is is smex (W t7 D N 1
<br />acceptable without any additional revision. ) (
<br />S �F7�ck�1,d1 na�fCtF( �aL.P.
<br />.I
<br />a U+
<br />CURB RETURN TABLE
<br />NO.
<br />RADIUS
<br />I L
<br />d
<br />FOC LOCA TON
<br />Qf
<br />25.0'
<br />39.2'
<br />895432'
<br />PC-
<br />STA 74+74.81, 29.41' RT
<br />4/4=
<br />STA 74+84.36. 31.32' RT
<br />4/2=
<br />STA 11+24.42, 23.82 LT
<br />34/4-
<br />STA 11+16.31, 18.40' LT
<br />PT-
<br />STA 11+06.76, 16.50' LT
<br />0
<br />25.0'
<br />19.7'
<br />45007'
<br />PC-
<br />STA 75+5789, 29.52' RT
<br />4/4=
<br />STA 75+48.29, J1.J9' RTl
<br />4/2=
<br />STA 11+24.35, 23.86' RT
<br />34/4-
<br />STA 11+16.22, 18.41' RT
<br />PT=
<br />STA 11+06.62, 16.50' RT
<br />03
<br />10.0'
<br />7.9'
<br />4517000-
<br />PC=
<br />STA 10+24.07, 16.50' LT
<br />4/4-
<br />STA 10+20.24, 1726' LT
<br />4/2=
<br />STA 27+76.49, 16. 99' LT
<br />34/4=
<br />STA 27+73.25. 14.72' LT
<br />PT=
<br />STA 27+69.42, 1.195' LT
<br />®
<br />25.0'
<br />19.7
<br />451122-
<br />PC=
<br />STA 10+22,65. 16.50' RT
<br />4/4=
<br />STA 10+13.05. 18.42' RT
<br />4/2=
<br />STA 28+14.78. 11.94' LT
<br />34/4=
<br />STA 34+18.03. 39.42' LT
<br />PT=
<br />STA 34+22.99, 32.15' Lr
<br />(J
<br />25.0'
<br />49.7'
<br />11351'08'
<br />PC=
<br />STA 17+94.88, 14.06' RT
<br />4/4=
<br />STA 28+)4.21, 14.63' RT
<br />4/2=
<br />STA 28+30.17. 16.07' RT
<br />34/4=
<br />STA 28+40.65, 22,49' RT
<br />pT=
<br />STA 28+46.79, 33.14' RT
<br />©
<br />10.0'
<br />234'
<br />1J417252'
<br />PC-
<br />STA 50+78.72, 12.00' RT
<br />4/4-
<br />STA 50+91.59, 12.00 RT
<br />4/2=
<br />STA 50+99.53. 12.79' RT
<br />34/4=
<br />STA 51+03.97. 16.48' RT
<br />PT=
<br />STA 51+05.63. 22.00 RT I
<br />07
<br />20.0'
<br />16.0'
<br />45'S7o8'
<br />PC=
<br />STA 35+50.67, 18.09' LT
<br />4/4-
<br />STA 35+53.73, 15.51 LT
<br />4/2=
<br />STA 35+57.24, 13.59-LT
<br />3W-
<br />STA J5+61.06, 12.40' LT
<br />PT=
<br />STA 35+65.05, 1200' LT
<br />®
<br />25.0'
<br />375'
<br />8556'08-
<br />PC=
<br />STA 43+12.51, 36.23- RT
<br />4/4=
<br />STA 43+09.41% 2&31' RT i
<br />4/2=
<br />STA 43+03.82. 21.89' RT
<br />34/4=
<br />STA 42+40, 17.71RT
<br />96.
<br />PT=
<br />STA 42+88.02, 16.26' RT
<br />0
<br />1a0'
<br />25.9'
<br />82-3443-
<br />I,C_
<br />STA 20+29.69. 14.15 RT
<br />4/4-
<br />STA 20+23.55, 16.12 RT
<br />4/2=
<br />STA 20+18.49, 20.12' RT `
<br />34/4=
<br />STA 20+15.17, 25.65' RT
<br />PT=
<br />STA 20+14.02. 32.00' RT.
<br />a
<br />O 3
<br />Vl �
<br />je
<br />0
<br />Cf)
<br />z
<br />O
<br />F
<br />L.LJ
<br />Z
<br />O
<br />o
<br />O
<br />1- 2
<br />ALIGNMENT DATA
<br />0
<br />Q , Q
<br />LINE TABLE
<br />LINE /
<br />LENGTH
<br />DIRECTION
<br />L1
<br />161.16'
<br />N475505T
<br />L2
<br />282.66'
<br />N15927'1_
<br />L3
<br />722.95'
<br />S873954'E
<br />L4
<br />327.89'
<br />S4204 55 E
<br />L5
<br />37.63'
<br />SI'5757w
<br />L6
<br />584.07'
<br />S88'02103'E
<br />L7
<br />51,25'
<br />S15927w
<br />L8
<br />172.96'
<br />S88021031
<br />L9
<br />51.75'
<br />N15757'E
<br />LID
<br />22.00'
<br />Sr'57'57w
<br />01
<br />78.72'
<br />S4204 55'E
<br />L12
<br />21.75'
<br />NI53'1IT
<br />L13
<br />15388'
<br />NI'59'14'E
<br />L14
<br />83.99'
<br />S8800'46'E
<br />L 15
<br />f 095.08'
<br />S420455'E
<br />CURVE TABLE
<br />a- W
<br />CURVE
<br />I
<br />d
<br />RADIUS
<br />LENGTH j
<br />W
<br />LiJ (D ti
<br />J
<br />U
<br />L LJ
<br />- a_
<br />C1
<br />N465946E
<br />25.85'
<br />40.61' i
<br />C2
<br />S65'0224'E
<br />24.00'
<br />19.23'
<br />C3
<br />S20'0329i
<br />40.00'
<br />30.75'
<br />C4
<br />S4310118•E
<br />16.50'
<br />25 92
<br />C5
<br />N465757'E
<br />16.00'
<br />2513
<br />C6
<br />S20ti329'E
<br />22,00'
<br />16 91
<br />C7
<br />N214559w
<br />22.50'
<br />1866
<br />C8
<br />N2237'12w
<br />14.50'
<br />1159-
<br />r%r
<br />RIVERVIEW I, LLC
<br />10900 NE STH STREET
<br />SUITE 1200
<br />BELLEVUE, WA 98004
<br />PHONE: (425)453.9551
<br />CPI
<br />CONSULTANTS
<br />'vte Rannng • CM Erp
<br />r,-:
<br />: .;SE CDrbUMIt • P'011ri ML:3kr
<br />uul.rms as xEssuaf><ro
<br />temvfaaseosz
<br />^aro; It751 il5-290 i FAX NE17B6'-Sv:�
<br />++f.[Offonfvlllntf.CO+'
<br />PROJECT NO.
<br />•
<br />002447-037
<br />DRAWING
<br />0 60 Too Know whaYs b61ow.
<br />- - --- Call before you dig.
<br />PLAN IN FEET mn,.rno nuca.re.urs ucwgrow.,...a.
<br />C2.00
<br />SHEET 9 ,F as
<br />
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