colwood road
TRANSCRIPT
MELVILLE ROAD
TRACT "A"2.5 ac
109729.80 sf
TR
AC
T "B
"0
.1 a
c3
72
0.3
3 s
fTR
AC
T "C
"0
.3 a
c1
15
83
.09
sf
TRACT "D"4.6 ac
200674.11 sf
TR
AC
T "E"
0.1
ac
57
86
.70
sf
TRACT "F"0.5 ac
20021.41 sf
TRACT "G"0.9 ac
38351.29 sf
TRACT "H"0.3 ac
13612.84 sf
TRACT "I"0.2 ac
8126.48 sf
68
0.1
ac
51
04
.22
sf67
0.3 ac11794.06 sf
940.2 ac
8622.28 sf
930.2 ac
9935.97 sf92
0.1
ac
43
94
.34
sf
91
0.1
ac
47
91
.78
sf
90
0.1
ac
48
23
.14
sf
89
0.1
ac
48
57
.75
sf
88
0.1
ac
48
92
.36
sf
87
0.1
ac
49
26
.97
sf
86
0.1
ac
49
61
.58
sf
85
0.1
ac
49
96
.19
sf
84
0.1
ac
50
30
.79
sf
83
0.1
ac
50
65
.40
sf
82
0.1
ac
51
00
.01
sf
81
0.1
ac
51
34
.62
sf
80
0.1
ac
51
69
.23
sf
79
0.1
ac
52
03
.83
sf
78
0.1
ac
52
38
.44
sf
77
0.1
ac
52
73
.05
sf
76
0.1
ac
53
07
.66
sf
75
0.1
ac
53
42
.27
sf
74
0.1
ac
53
76
.88
sf
73
0.1
ac
54
11
.48
sf
72
0.1
ac
54
46
.09
sf
71
0.1
ac
54
80
.70
sf
70
0.1
ac
55
15
.31
sf
69
0.1
ac
55
55
.00
sf
107
0.1
ac
58
16
.12
sf
106
0.1
ac
55
02
.90
sf
105
0.1
ac
55
02
.90
sf
980.1 ac
4201.14 sf
970.1 ac
4201.14 sf
112
0.1
ac
55
26
.35
sf
111
0.1
ac
55
02
.90
sf
110
0.1
ac
55
02
.90
sf
109
0.1
ac
55
02
.90
sf
108
0.1
ac
58
29
.12
sf
269
0.1
ac
44
02
.30
sf
270
0.1
ac
44
02
.32
sf
271
0.1
ac
44
02
.32
sf
272
0.1
ac
44
02
.32
sf
273
0.1
ac
58
16
.12
sf
264
0.1
ac
58
29
.12
sf
265
0.1
ac
44
02
.32
sf
266
0.1
ac
44
02
.32
sf
267
0.1
ac
44
02
.32
sf
268
0.1
ac
44
01
.65
sf
246
0.2
ac
68
76
.43
sf
247
0.1
ac
57
96
.66
sf
262
0.1
ac
57
96
.66
sf
263
0.2
ac
68
63
.44
sf
2610.1 ac
5502.90 sf
2600.1 ac
5502.90 sf
2590.1 ac
5502.90 sf
2580.1 ac
5502.90 sf
2570.1 ac
5502.90 sf
256
0.2
ac
65
91
.63
sf
255
0.1
ac
55
59
.32
sf
254
0.1
ac
55
59
.32
sf
253
0.2
ac
65
78
.64
sf
2520.1 ac
5502.90 sf
2510.1 ac
5502.90 sf
2500.1 ac
5502.90 sf
2490.1 ac
5502.90 sf
2480.1 ac
5502.90 sf
226
0.1
ac
63
84
.19
sf
227
0.1
ac
57
96
.66
sf
244
0.1
ac
57
96
.66
sf
245
0.2
ac
68
63
.44
sf
2430.1 ac
5502.90 sf
2420.1 ac
4402.32 sf
2410.1 ac
4402.32 sf
2400.1 ac
4402.32 sf
2390.1 ac
4402.32 sf
2380.1 ac
4402.32 sf
237
0.2
ac
65
91
.63
sf
236
0.1
ac
55
59
.32
sf
235
0.1
ac
55
59
.32
sf
234
0.2
ac
65
78
.64
sf
2330.1 ac
4402.32 sf
2320.1 ac
4402.32 sf
2310.1 ac
4402.32 sf
2300.1 ac
4402.32 sf
2290.1 ac
4402.32 sf
2280.1 ac
5502.90 sf
208
0.2
ac
68
76
.43
sf
209
0.1
ac
57
96
.66
sf
224
0.1
ac
57
96
.66
sf
225
0.1
ac
64
43
.12
sf
2230.1 ac
5502.90 sf
2220.1 ac
5502.90 sf
2210.1 ac
5502.90 sf
2200.1 ac
5502.90 sf
2190.1 ac
5502.90 sf
218
0.2
ac
65
91
.63
sf
217
0.1
ac
55
59
.32
sf
216
0.1
ac
55
45
.10
sf
215
0.2
ac
66
77
.12
sf
2140.2 ac
7902.22 sf
2130.2 ac
8177.80 sf
2120.2 ac
6822.33 sf
2110.1 ac
5967.73 sf
2100.1 ac
5565.72 sf
204
0.1
ac
59
23
.61
sf
205
0.1
ac
50
02
.64
sf
206
0.1
ac
50
02
.64
sf
207
0.1
ac
59
10
.61
sf
2010.1 ac
5478.51 sf
2000.1 ac
5158.19 sf
1990.1 ac
5409.68 sf
2020.2 ac
6650.04 sf2030.2 ac
6612.40 sf
45
0.1
ac
50
00
.32
sf
46
0.1
ac
50
04
.95
sf
47
0.1
ac
59
12
.15
sf
480.1 ac
6232.17 sf
490.2 ac
6786.97 sf
500.3 ac
11646.15 sf
1980.2 ac
7828.30 sf
1970.1 ac
5053.86 sf
1960.1 ac
4627.79 sf
1950.2 ac
6539.47 sf
113
0.1
ac
60
03
.16
sf
114
0.1
ac
50
02
.64
sf
125
0.1
ac
50
02
.64
sf
126
0.1
ac
59
10
.61
sf
1240.1 ac
5502.90 sf
1230.1 ac
5502.90 sf
1220.1 ac
5502.90 sf
1210.1 ac
5502.90 sf
1200.2 ac
7294.33 sf1190.2 ac
7373.88 sf
1180.1 ac
5502.90 sf
1170.1 ac
5502.90 sf
1160.1 ac
5502.90 sf
1150.1 ac
5502.90 sf
1350.2 ac
7294.33 sf
1360.1 ac
4402.32 sf
1370.1 ac
4402.32 sf
1380.1 ac
4402.32 sf
1390.1 ac
4402.32 sf
1400.1 ac
4402.32 sf
142
0.1
ac
59
10
.61
sf
141
0.1
ac
50
02
.64
sf
128
0.1
ac
50
02
.64
sf
127
0.1
ac
59
23
.61
sf
1290.1 ac
4402.32 sf
1300.1 ac
4402.32 sf
1310.1 ac
4402.32 sf
1320.1 ac
4402.32 sf
1330.1 ac
4402.32 sf
1340.2 ac
7281.34 sf
156
0.1
ac
54
90
.29
sf
155
0.1
ac
50
02
.64
sf
144
0.1
ac
50
02
.64
sf
143
0.1
ac
59
23
.61
sf
1450.1 ac
5502.90 sf
1460.1 ac
5502.90 sf
1470.1 ac
5502.90 sf
1480.1 ac
5502.90 sf
1490.2 ac
7281.34 sf
1500.2 ac
7294.33 sf
1510.1 ac
5502.90 sf
1520.1 ac
5502.90 sf
1530.1 ac
5502.90 sf
1540.1 ac
5502.90 sf
172
0.1
ac
59
10
.61
sf
171
0.1
ac
50
02
.64
sf
158
0.1
ac
50
02
.64
sf
157
0.1
ac
54
31
.37
sf
1590.1 ac
4402.32 sf
1600.1 ac
4402.32 sf
1610.1 ac
4402.32 sf
1620.1 ac
4402.32 sf
1630.1 ac
4402.32 sf
1640.2 ac
7281.34 sf
1650.2 ac
7294.33 sf
1660.1 ac
4402.32 sf
1670.1 ac
4402.32 sf
1680.1 ac
4402.32 sf
1690.1 ac
4402.32 sf
1700.1 ac
4402.32 sf
186
0.1
ac
59
10
.61
sf
185
0.1
ac
50
02
.64
sf
174
0.1
ac
50
02
.64
sf
173
0.1
ac
59
23
.61
sf
1750.1 ac
5502.90 sf
1760.1 ac
5502.90 sf
1770.1 ac
5502.90 sf
1780.1 ac
5502.90 sf
1790.2 ac
7281.34 sf
1800.2 ac
7294.33 sf
1810.1 ac
5502.90 sf
1820.1 ac
5502.90 sf
1830.1 ac
5502.90 sf
1840.1 ac
5502.90 sf
1870.2 ac
6909.13 sf
1880.1 ac
4402.32 sf
1890.1 ac
4402.32 sf
1900.1 ac
4402.32 sf
1910.1 ac
4402.32 sf
1920.1 ac
4402.32 sf
1930.1 ac
4402.32 sf
1940.2 ac
6896.13 sf44
0.1
ac
49
93
.96
sf
43
0.1
ac
50
11
.31
sf
42
0.1
ac
59
23
.61
sf
410.1 ac
5508.97 sf
400.1 ac
5510.13 sf
390.1 ac
5511.29 sf
380.1 ac
5512.45 sf
370.2 ac
7295.96 sf
17
0.2
ac
69
64
.18
sf
16
0.1
ac
51
90
.02
sf
15
0.1
ac
51
90
.01
sf
14
0.1
ac
51
90
.00
sf
13
0.1
ac
51
90
.00
sf
12
0.1
ac
51
89
.99
sf
11
0.1
ac
51
89
.98
sf
10
0.1
ac
51
89
.98
sf
90
.1 a
c5
18
9.9
7 s
f
80
.1 a
c5
18
9.9
6 s
f
70
.1 a
c5
18
9.9
5 s
f
60
.1 a
c5
18
9.9
5 s
f
50
.1 a
c5
18
9.9
4 s
f
40
.1 a
c5
18
9.9
3 s
f
30
.1 a
c5
18
9.9
3 s
f
20
.1 a
c5
18
9.9
2 s
f
10
.2 a
c7
13
6.1
3 s
f
36
0.1
ac
64
87
.75
sf
35
0.2
ac
73
96
.02
sf
34
0.1
ac
51
90
.18
sf
33
0.1
ac
51
90
.17
sf
32
0.1
ac
51
90
.17
sf
31
0.1
ac
51
90
.16
sf
30
0.1
ac
51
90
.15
sf
29
0.1
ac
51
90
.13
sf
28
0.1
ac
51
90
.12
sf
27
0.1
ac
51
90
.11
sf
26
0.1
ac
51
90
.11
sf
25
0.1
ac
51
90
.10
sf
24
0.1
ac
51
90
.09
sf
23
0.1
ac
51
90
.09
sf
22
0.1
ac
51
90
.08
sf
21
0.1
ac
51
90
.07
sf
20
0.1
ac
51
90
.06
sf
19
0.1
ac
51
90
.06
sf
18
0.1
ac
63
15
.46
sf
510.3 ac
14926.64 sf
520.1 ac
5944.96 sf
530.1 ac
4422.89 sf
540.1 ac
4720.19 sf
550.1 ac
4400.00 sf
560.1
ac
4932.24 sf
570.1
ac
5813.25 s
f
58
0.1
ac
5813.2
5 sf
59
0.1
ac
5813.2
5 s
f
60
0.1
ac
5813.2
5 s
f
61
0.1
ac
5813.2
5 s
f
620.1
ac
5813.2
5 sf
630.1 ac
5813.25 sf
640.1 ac5406.35 sf
650.1 ac6218.01 sf
660.1 ac
5739.90 sf
950.1 ac
4277.31 sf
960.1 ac
4199.33 sf
990.1 ac
4152.02 sf
1000.1 ac
4098.13 sf
1010.2 ac
6599.54 sf
103
0.1
ac
46
43
.92
sf
104
0.1
ac
55
01
.47
sf
1020.2 ac
8539.16 sf
CO
LWO
OD
RO
AD
5912.1
5 s
f
6539.47 sf
5923.6
1 s
f
DRAWN:
PROJ #:
REVIEWED:
DATE:NAVD - 88
TRW
18-2226
04/19/21
VERTICAL:
HORIZONTAL:
SCALE:
REVISIONSNO. DATE BY 7/6/17WCE ORIGINAL PREPARATIONA
WCEFOUND WSDOT #W3548-1
2" BRASS CAP ATTHE NORTHEAST CORNER OF HAYFORD RDAND GEIGER BLVD. WITH A PUBLISHEDELEVATION OF 2412.31. NAVD 88
WHIPPLE CONSULTING ENGINEERS2528 NORTH SULLIVAN ROADSPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
CIVILSTRUCTURAL
SURVEYING
TRAFFIC
PLANNING
LANDSCAPE
OTHER
14, SEC. , T. N., R. E., W.M.NW 18 24 42
9810 W MELVILLE RD.CHENEY, WA 99004
NEEDHAM HILL ADDITION
18-2226JOB NUMBER
SHEET
PRELIMINARY PLAT 1 OF 1
BNG1"=100'
N/A
X
W ES
N
C
ENGINEER
PROPERTY OWNER
SURVEYOR
TYP LOT SETBACK DETAIL
SOILS DESCRIPTION
DRAINAGE NOTES
LEGAL DESCRIPTION
CHAMPION ROAD
SORENSTAM ROAD
ANDRADE ROADC
OLW
OO
D S
TR
EET
SAFFLO
WER
STR
EET
BLAC
KB
ER
RY S
TR
EET
STR
AW
BER
RY S
TR
EET
CO
LW
OO
D R
OAD FRUITLAND ADDITION TO MEADOW LAKE
RIC
HLAN
D A
DD
ITIO
N T
O M
EAD
OW
LAKE
6TH ADDITIONTO MEADOWLAKE
FAIRWAY GREENS
WEST TERRACE HEIGHTS 1ST ADD.
RICHLAND ADD. TO MEADOW LAKE(WEST TERRACE 6TH ADDITION)
UN
PLATTED
FR
UIT
VALE R
OAD
PLATTED
PLATTED
PLATTEDPLATTED
PLATTED
PLATTED PLATTED
UN
PLATTED
typical traffic circle
SITE DATA TABLE
VICINITY MAP
PROJECTLOCATION
typical road section
SORENSTAM ROAD
CHAMPION ROAD
HATCH LEGEND
NOTES:
P:\W
CE_W
ORK
\201
8 W
CE P
ROJE
CTS\
2018
-222
6 H
eitm
an- N
eedh
am H
ill a
t Wes
t Ter
race
\DW
G\22
26-P
PLAT
-2.d
wg,
6/1
4/20
21 9
:09:
06 A
M
TRACT "D"4.6 ac
200674.11 sf
TRACT "F"0.5 ac
20021.41 sf
TRACT "I"0.2 ac
8126.48 sf
68
0.1
ac
51
04
.22
sf
670.3 ac
11794.06 sf
74
0.1
ac
53
76
.88
sf
73
0.1
ac
54
11
.48
sf
72
0.1
ac
54
46
.09
sf
71
0.1
ac
54
80
.70
sf
70
0.1
ac
55
15
.31
sf
69
0.1
ac
55
55
.00
sf
22
60
.1 a
c6
38
4.1
9 s
f2
34
20
80
.2 a
c6
87
6.4
3 s
f
20
90
.1 a
c5
79
6.6
6 s
f
22
40
.1 a
c5
79
6.6
6 s
f
22
50
.1 a
c6
44
3.1
2 s
f
2230.1 ac
5502.90 sf
2220.1 ac
5502.90 sf
2210.1 ac
5502.90 sf
2200.1 ac
5502.90 sf
2190.1 ac
5502.90 sf
21
80
.2 a
c6
59
1.6
3 s
f
21
70
.1 a
c5
55
9.3
2 s
f
21
60
.1 a
c5
54
5.1
0 s
f
21
50
.2 a
c6
67
7.1
2 s
f
2140.2 ac
7902.22 sf
2130.2 ac
8177.80 sf
2120.2 ac
6822.33 sf
2110.1 ac
5967.73 sf
2100.1 ac
5565.72 sf
20
40
.1 a
c5
92
3.6
1 s
f
20
50
.1 a
c5
00
2.6
4 s
f
20
60
.1 a
c5
00
2.6
4 s
f
20
70
.1 a
c5
91
0.6
1 s
f
2010.1 ac
5478.51 sf
2000.1 ac
5158.19 sf
1990.1 ac
5409.68 sf
2020.2 ac
6650.04 sf2030.2 ac
6612.40 sf
45
0.1
ac
50
00
.32
sf
46
0.1
ac
50
04
.95
sf
47
0.1
ac
59
12
.15
sf
480.1 ac
6232.17 sf
490.2 ac
6786.97 sf
500.3 ac
11646.15 sf
1980.2 ac
7828.30 sf
1970.1 ac
5053.86 sf
1960.1 ac
4627.79 sf
1950.2 ac
6539.47 sf
194
49
93
.96
sf
510.3 ac
14926.64 sf
520.1 ac
5944.96 sf
530.1 ac
4422.89 sf
540.1 ac
4720.19 sf
550.1 ac
4400.00 sf
560.1
ac
4932.24 sf
570.1
ac
5813.25 s
f
58
0.1
ac
5813.2
5 sf
59
0.1
ac
5813.2
5 s
f
60
0.1
ac
5813.2
5 s
f 61
0.1
ac
5813.2
5 s
f
620.1
ac
5813.2
5 sf
630.1 ac
5813.25 sf
640.1 ac5406.35 sf
650.1 ac6218.01 sf
660.1 ac
5739.90 sf
DRAWN:
PROJ #:
REVIEWED:
DATE:NAVD - 88
TRW
18-2226
04/19/21
VERTICAL:
HORIZONTAL:
SCALE:
REVISIONSNO. DATE BY 7/6/17WCE ORIGINAL PREPARATIONA
WCEFOUND WSDOT #W3548-1
2" BRASS CAP ATTHE NORTHEAST CORNER OF HAYFORD RDAND GEIGER BLVD. WITH A PUBLISHEDELEVATION OF 2412.31. NAVD 88
WHIPPLE CONSULTING ENGINEERS2528 NORTH SULLIVAN ROADSPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
CIVILSTRUCTURAL
SURVEYING
TRAFFIC
PLANNING
LANDSCAPE
OTHER
14, SEC. , T. N., R. E., W.M.NW 18 24 42
9810 W MELVILLE RD.CHENEY, WA 99004
NEEDHAM HILL ADDITION
18-2226JOB NUMBER
SHEET
PRELIMINARY PLAT 2 OF 5
BNG1"=50'
N/A
X
W ES
N
C
SORENSTAM ROAD
BLAC
KB
ER
RY S
TR
EET S
TR
AW
BER
RY S
TR
EET
MATC
H L
INE S
EE S
HEET 3
MATCH LINE SEE SHEET 4
ANDRADE ROAD
LEGEND
HATCH LEGEND
P:\W
CE_W
ORK
\201
8 W
CE P
ROJE
CTS\
2018
-222
6 H
eitm
an- N
eedh
am H
ill a
t Wes
t Ter
race
\DW
G\22
26-P
PLAT
-2.d
wg,
6/1
4/20
21 9
:09:
37 A
M
TR
AC
T "E"
0.1
ac
57
86
.70
sf
940.2 ac
8622.28 sf
930.2 ac
9935.97 sf
92
0.1
ac
43
94
.34
sf
91
0.1
ac
47
91
.78
sf
90
0.1
ac
48
23
.14
sf
89
0.1
ac
48
57
.75
sf
88
0.1
ac
48
92
.36
sf
87
0.1
ac
49
26
.97
sf
86
0.1
ac
49
61
.58
sf
85
0.1
ac
49
96
.19
sf
84
0.1
ac
50
30
.79
sf
83
0.1
ac
50
65
.40
sf
82
0.1
ac
51
00
.01
sf
81
0.1
ac
51
34
.62
sf
80
0.1
ac
51
69
.23
sf
79
0.1
ac
52
03
.83
sf
78
0.1
ac
52
38
.44
sf
77
0.1
ac
52
73
.05
sf
76
0.1
ac
53
07
.66
sf
75
0.1
ac
53
42
.27
sf
74
0.1
ac
53
76
.88
sf
73
0.1
ac
54
11
.48
sf
107
0.1
ac
58
16
.12
sf
106
0.1
ac
55
02
.90
sf
105
0.1
ac
55
02
.90
sf
980.1 ac
4201.14 sf
970.1 ac
4201.14 sf
112
0.1
ac
55
26
.35
sf
111
0.1
ac
55
02
.90
sf
110
0.1
ac
55
02
.90
sf
109
0.1
ac
55
02
.90
sf
108
0.1
ac
58
29
.12
sf
269
0.1
ac
44
02
.30
sf
270
0.1
ac
44
02
.32
sf
271
0.1
ac
44
02
.32
sf
272
0.1
ac
44
02
.32
sf
273
0.1
ac
58
16
.12
sf
264
0.1
ac
58
29
.12
sf
265
0.1
ac
44
02
.32
sf
266
0.1
ac
44
02
.32
sf
267
0.1
ac
44
02
.32
sf
268
0.1
ac
44
01
.65
sf
246
0.2
ac
68
76
.43
sf
247
0.1
ac
57
96
.66
sf
262
0.1
ac
57
96
.66
sf
263
0.2
ac
68
63
.44
sf
2610.1 ac
5502.90 sf
2600.1 ac
5502.90 sf
2590.1 ac
5502.90 sf
2580.1 ac
5502.90 sf
2570.1 ac
5502.90 sf
256
0.2
ac
65
91
.63
sf
255
0.1
ac
55
59
.32
sf
254
0.1
ac
55
59
.32
sf
253
0.2
ac
65
78
.64
sf
2520.1 ac
5502.90 sf
2510.1 ac
5502.90 sf
2500.1 ac
5502.90 sf
2490.1 ac
5502.90 sf
2480.1 ac
5502.90 sf
226
0.1
ac
63
84
.19
sf
227
0.1
ac
57
96
.66
sf
244
0.1
ac
57
96
.66
sf
245
0.2
ac
68
63
.44
sf
2430.1 ac
5502.90 sf
2420.1 ac
4402.32 sf
2410.1 ac
4402.32 sf
2400.1 ac
4402.32 sf
2390.1 ac
4402.32 sf
2380.1 ac
4402.32 sf
237
0.2
ac
65
91
.63
sf
236
0.1
ac
55
59
.32
sf
235
0.1
ac
55
59
.32
sf
234
0.2
ac
65
78
.64
sf
2330.1 ac
4402.32 sf
2320.1 ac
4402.32 sf
2310.1 ac
4402.32 sf
2300.1 ac
4402.32 sf
2290.1 ac
4402.32 sf
2280.1 ac
5502.90 sf
113
0.1
ac
60
03
.16
sf
114
0.1
ac
50
02
.64
sf
125
0.1
ac
50
02
.64
sf
126
0.1
ac
59
10
.61
sf
142
0.1
ac
59
10
.61
sf
141
0.1
ac
50
02
.64
sf
128
0.1
ac
50
02
.64
sf
127
0.1
ac
59
23
.61
sf
156
0.1
ac
54
90
.29
sf
155
0.1
ac
50
02
.64
sf
144
0.1
ac
50
02
.64
sf
143
0.1
ac
59
23
.61
sf
950.1 ac
4277.31 sf
960.1 ac
4199.33 sf
990.1 ac
4152.02 sf
1000.1 ac
4098.13 sf
1010.2 ac
6599.54 sf
103
0.1
ac
46
43
.92
sf
104
0.1
ac
55
01
.47
sf
1020.2 ac
8539.16 sf
DRAWN:
PROJ #:
REVIEWED:
DATE:NAVD - 88
TRW
18-2226
04/19/21
VERTICAL:
HORIZONTAL:
SCALE:
REVISIONSNO. DATE BY 7/6/17WCE ORIGINAL PREPARATIONA
WCEFOUND WSDOT #W3548-1
2" BRASS CAP ATTHE NORTHEAST CORNER OF HAYFORD RDAND GEIGER BLVD. WITH A PUBLISHEDELEVATION OF 2412.31. NAVD 88
WHIPPLE CONSULTING ENGINEERS2528 NORTH SULLIVAN ROADSPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
CIVILSTRUCTURAL
SURVEYING
TRAFFIC
PLANNING
LANDSCAPE
OTHER
14, SEC. , T. N., R. E., W.M.NW 18 24 42
9810 W MELVILLE RD.CHENEY, WA 99004
NEEDHAM HILL ADDITION
18-2226JOB NUMBER
SHEET
PRELIMINARY PLAT 3 OF 5
BNG1"=50'
N/A
X
W ES
N
C
SORENSTAM ROAD
MATC
H L
INE S
EE S
HEET 2
MATCH LINE SEE SHEET 5
ANDRADE ROAD
STR
AW
BER
RY S
TR
EET
P:\W
CE_W
ORK
\201
8 W
CE P
ROJE
CTS\
2018
-222
6 H
eitm
an- N
eedh
am H
ill a
t Wes
t Ter
race
\DW
G\22
26-P
PLAT
-2.d
wg,
6/1
4/20
21 9
:10:
19 A
M
MELVILLE ROAD
TRACT "G"0.9 ac
38351.29 sf
TRACT "H"0.3 ac
13612.84 sf
226
0.1
ac208
0.2
ac
6876.4
3 s
f
209
0.1
ac
5796.6
6 s
f
224
0.1
ac
5796.6
6 s
f
225
0.1
ac
6443.1
2 s
f
204
0.1
ac
5923.6
1 s
f
205
0.1
ac
5002.6
4 s
f
206
0.1
ac
5002.6
4 s
f
207
0.1
ac
5910.6
1 s
f
1950.2 ac
6539.47 sf
156
0.1
ac
5490.2
9 s
f
7294.33 sf
5502.90 sf
5502.90 sf
172
0.1
ac
5910.6
1 s
f
171
0.1
ac
5002.6
4 s
f
158
0.1
ac
5002.6
4 s
f
157
0.1
ac
5431.3
7 s
f
1590.1 ac
4402.32 sf
1600.1 ac
4402.32 sf
1610.1 ac
4402.32 sf
1620.1 ac
4402.32 sf
1630.1 ac
4402.32 sf
1640.2 ac
7281.34 sf
1650.2 ac
7294.33 sf
1660.1 ac
4402.32 sf
1670.1 ac
4402.32 sf
1680.1 ac
4402.32 sf
1690.1 ac
4402.32 sf
1700.1 ac
4402.32 sf
186
0.1
ac
5910.6
1 s
f
185
0.1
ac
5002.6
4 s
f
174
0.1
ac
5002.6
4 s
f
173
0.1
ac
5923.6
1 s
f
1750.1 ac
5502.90 sf
1760.1 ac
5502.90 sf
1770.1 ac
5502.90 sf
1780.1 ac
5502.90 sf
1790.2 ac
7281.34 sf
1800.2 ac
7294.33 sf
1810.1 ac
5502.90 sf
1820.1 ac
5502.90 sf
1830.1 ac
5502.90 sf
1840.1 ac
5502.90 sf
1870.2 ac
6909.13 sf
1880.1 ac
4402.32 sf
1890.1 ac
4402.32 sf
1900.1 ac
4402.32 sf
1910.1 ac
4402.32 sf
1920.1 ac
4402.32 sf
1930.1 ac
4402.32 sf
1940.2 ac
6896.13 sf
44
0.1
ac
4993.9
6 s
f
43
0.1
ac
5011.3
1 s
f
42
0.1
ac
5923.6
1 s
f
410.1 ac
5508.97 sf
400.1 ac
5510.13 sf
390.1 ac
5511.29 sf
380.1 ac
5512.45 sf
370.2 ac
7295.96 sf
17
36
0.1
ac
6487.7
5 s
f
35
0.2
ac
7396.0
2 s
f
34
0.1
ac
5190.1
8 s
f
33
0.1
ac
5190.1
7 s
f
32
0.1
ac
5190.1
7 s
f
31
0.1
ac
5190.1
6 s
f
30
0.1
ac
5190.1
5 s
f
29
0.1
ac
5190.1
3 s
f
28
0.1
ac
5190.1
2 s
f
27
0.1
ac
5190.1
1 s
f
26
0.1
ac
5190.1
1 s
f
25
0.1
ac
5190.1
0 s
f
24
0.1
ac
5190.0
9 s
f
23
0.1
ac
5190.0
9 s
f
22
0.1
ac
5190.0
8 s
f
21
0.1
ac
5190.0
7 s
f
20
0.1
ac
5190.0
6 s
f
19
0.1
ac
5190.0
6 s
f
18
0.1
ac
6315.4
6 s
f
DRAWN:
PROJ #:
REVIEWED:
DATE:NAVD - 88
TRW
18-2226
04/19/21
VERTICAL:
HORIZONTAL:
SCALE:
REVISIONSNO. DATE BY 7/6/17WCE ORIGINAL PREPARATIONA
WCEFOUND WSDOT #W3548-1
2" BRASS CAP ATTHE NORTHEAST CORNER OF HAYFORD RDAND GEIGER BLVD. WITH A PUBLISHEDELEVATION OF 2412.31. NAVD 88
WHIPPLE CONSULTING ENGINEERS2528 NORTH SULLIVAN ROADSPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
CIVILSTRUCTURAL
SURVEYING
TRAFFIC
PLANNING
LANDSCAPE
OTHER
14, SEC. , T. N., R. E., W.M.NW 18 24 42
9810 W MELVILLE RD.CHENEY, WA 99004
NEEDHAM HILL ADDITION
18-2226JOB NUMBER
SHEET
PRELIMINARY PLAT 4 OF 5
BNG1"=50'
N/A
X
W ES
N
C
CHAMPION ROAD
MATC
H L
INE S
EE S
HEET 5
MATCH LINE SEE SHEET 1
BLAC
KB
ER
RY S
TR
EET
HATCH LEGEND
SORENSTAM ROAD
P:\W
CE_W
ORK
\201
8 W
CE P
ROJE
CTS\
2018
-222
6 H
eitm
an- N
eedh
am H
ill a
t Wes
t Ter
race
\DW
G\22
26-P
PLAT
-2.d
wg,
6/1
4/20
21 9
:10:
40 A
M
TRACT "A"2.5 ac
109729.80 sf
TR
AC
T "B
"0.1
ac
3720.3
3 s
fTR
AC
T "C
"0.3
ac
11583.0
9 s
f
11
30.1
ac
6003.1
6 s
f
11
40.1
ac
5002.6
4 s
f
12
50.1
ac
5002.6
4 s
f
12
60.1
ac
5910.6
1 s
f
1240.1 ac
5502.90 sf
1230.1 ac
5502.90 sf
1220.1 ac
5502.90 sf
1210.1 ac
5502.90 sf
1200.2 ac
7294.33 sf1190.2 ac
7373.88 sf
1180.1 ac
5502.90 sf
1170.1 ac
5502.90 sf
1160.1 ac
5502.90 sf
1150.1 ac
5502.90 sf
1350.2 ac
7294.33 sf
1360.1 ac
4402.32 sf
1370.1 ac
4402.32 sf
1380.1 ac
4402.32 sf
1390.1 ac
4402.32 sf
1400.1 ac
4402.32 sf
14
20.1
ac
5910.6
1 s
f
14
10.1
ac
5002.6
4 s
f
12
80.1
ac
5002.6
4 s
f
12
70.1
ac
5923.6
1 s
f
1290.1 ac
4402.32 sf
1300.1 ac
4402.32 sf
1310.1 ac
4402.32 sf
1320.1 ac
4402.32 sf
1330.1 ac
4402.32 sf
1340.2 ac
7281.34 sf
15
60.1
ac
5490.2
9 s
f
15
50.1
ac
5002.6
4 s
f
14
40.1
ac
5002.6
4 s
f
14
30.1
ac
5923.6
1 s
f
1450.1 ac
5502.90 sf
1460.1 ac
5502.90 sf
1470.1 ac
5502.90 sf
1480.1 ac
5502.90 sf
1490.2 ac
7281.34 sf
1500.2 ac
7294.33 sf
1510.1 ac
5502.90 sf
1520.1 ac
5502.90 sf
1530.1 ac
5502.90 sf
1540.1 ac
5502.90 sf
17
0.2
ac
6964.1
8 s
f
16
0.1
ac
5190.0
2 s
f
15
0.1
ac
5190.0
1 s
f
14
0.1
ac
5190.0
0 s
f
13
0.1
ac
5190.0
0 s
f
12
0.1
ac
5189.9
9 s
f
11
0.1
ac
5189.9
8 s
f
10
0.1
ac
5189.9
8 s
f
90.1
ac
5189.9
7 s
f
80.1
ac
5189.9
6 s
f
70.1
ac
5189.9
5 s
f
60.1
ac
5189.9
5 s
f
50.1
ac
5189.9
4 s
f
40.1
ac
5189.9
3 s
f
30.1
ac
5189.9
3 s
f
20.1
ac
5189.9
2 s
f
10.2
ac
7136.1
3 s
f
DRAWN:
PROJ #:
REVIEWED:
DATE:NAVD - 88
TRW
18-2226
04/19/21
VERTICAL:
HORIZONTAL:
SCALE:
REVISIONSNO. DATE BY 7/6/17WCE ORIGINAL PREPARATIONA
WCEFOUND WSDOT #W3548-1
2" BRASS CAP ATTHE NORTHEAST CORNER OF HAYFORD RDAND GEIGER BLVD. WITH A PUBLISHEDELEVATION OF 2412.31. NAVD 88
WHIPPLE CONSULTING ENGINEERS2528 NORTH SULLIVAN ROADSPOKANE VALLEY, WA 99216
PH: 509-893-2617 FAX: 509-926-0227
CIVILSTRUCTURAL
SURVEYING
TRAFFIC
PLANNING
LANDSCAPE
OTHER
14, SEC. , T. N., R. E., W.M.NW 18 24 42
9810 W MELVILLE RD.CHENEY, WA 99004
NEEDHAM HILL ADDITION
18-2226JOB NUMBER
SHEET
PRELIMINARY PLAT 5 OF 5
BNG1"=50'
N/A
X
W ES
N
C
CHAMPION ROAD
STR
AW
BER
RY S
TR
EET
MATC
H L
INE S
EE S
HEET 4
MATCH LINE SEE SHEET 3
HATCH LEGEND
MELVILLE RD.
SORENSTAM ROAD
P:\W
CE_W
ORK
\201
8 W
CE P
ROJE
CTS\
2018
-222
6 H
eitm
an- N
eedh
am H
ill a
t Wes
t Ter
race
\DW
G\22
26-P
PLAT
-2.d
wg,
6/1
4/20
21 9
:11:
08 A
M