HomeMy WebLinkAboutW09-PP-94 WEATHERBY COVE SUB ATTACHMENTCURVE TABLE
NO
RA0111`%
('EN 7RAL ANGLE
TAN
LENGTH
CHORD
CHO BEARING
Cl
20.00,.
0- 20' 26"
20.12
31.54
28.37
N 45' 20' 59" W
C2
20.0
89' 39' 34'
19,88
31.30
28.20
N 44' 39' 01" E
C3
156. 00
04' 58' 32'
6.78
13.54
73.54
N 2- 40' 03" W
C4
128.00
15' 40' 00'
)7.61
35.00
34.89
N 8' 00' 47" W
C5
1 100.00
1 07' 34' 57"
6.61
13.23
13.22
N 3' 58' 16" W
C6
100.00
08' 05' 03'
7,07
14.11
14.10
N 11' 48' 16" W
C7
156.00
15' 41' 46'
21.50
42.74
42.60
N 7- 59' 54" W
C8
156.00
15' 38' 14"
f 21.42
42.58
1 42.44
N 7' 40' 06" E
C9
100.00
21' 06' 11"
18.63
36.83
36.62
N 4' 56' 07" E
C10
100.00
to- 13' 49"
8.95
17.86
17.83
N 10' 43' 53' W
Cf1
158.00
14' 19' 42"
19.61
39.01
38.91
N 8' 40' 56" W
C12
156.00
01' 20' 18'
1.82
3.64
3.64
N 0' 0' 56" W
C13
20.00
46' 42' 30"
8.64
16.30
15.86
N 23' 32' 01' W
C14
50.00
12' 18' 44'
5.39
10.74
10.72
N 40' 43' 55" W
C15
50.00.
77' 43' 28"
40.29
67.83
62.75
N 4' 17' 11 " E
C16
50,00
93' 02 23"
52.73
81.79
72.56
N 89' 40' 06' E
C17
20.00
46' 42' 30"
1 8.64
16.30
15.86
1 S 67' 09' 57" E
C18
20.00
89' 39' 20'
19.88
31.30
1 28.20
N 44' 39' 08" E
C19
20.00
89' 39' 34'
19.88
31.30
1 28.20
N 44- 39' 01" E
. C20
100.
01- 53' 50"
1.66
3.31
3.31
N V 07' 42' W
C21
100.00,
13- 46' to-
1207.
24.03
23.97
N 8- 57' 42" W
C22
156. 00
12' 03' 44"
16.48
32.84
32.78
N 9' 48' 55" W
23
156.a(L
19- 16' 16"
26.49
52.47
52. 21
N 5' 51' 05" E
C24
100.00
15' 25' 48'
13.55
26.93
26.85
N 7' 46' 19' E
C 5
100.Or'_
15' 54' 12'
13.97
27. 76
27.67
N 7' 53' 41" W
C26
156. Ot'.
10' 41' 28" 114.60
29.11
29.07
N 10' 30' 03' W
C27
12
.
N.
0' 10' 47" W
C28
128.01'
31' 20' 00"
3 .90
70.00
69.13 1
N 0- to- 47" W
^29
128.0l, ..
15- 40' 00 1
17.61
35.00
34.89
N -8-00' 48" W
WDATHDRBY CO ZTD
A PART OF THE NW 114 NW 114, SEC. 34, T 4 N, R 3 W B.M.
CALDWELL, CANYON COUNTY, IDAHO
1994
28127 � Linden St.
33 34 - 661 91U- - - -
I
al
I
M
1 foot no access strip to be vacated -�
(14 when adjacent prrprty is developed m
r^i accordance with vn approved subdivision
plat.
nt I
C I
W, ,^
M r _
Mi 1,
t Y 9
A NM
I� a'r!' y.
I
I
I
I
�- N 1/16 Cor.
-- 661.94/-/ 667.94
N 89' 3189' 4E-F
5 ( Block 1
N 89' 31' 40" E
Rudolph Manor 30.00
Bk. 14. Pg, 33
G
Lo
Ln
u1
S 89' 28' 48 W_
S 89' 28' 48" W
1323.82
66t91
Unplatted
S 89' 28' 48" W 171-
B5.68 85.68
w ( 1516.3 s:f.
h hl
15713 s. f 'n
I � ^
o Block 31
� I f'ep^
-- 85. 68 -J
134,34 -- -n�
�15
13044 s.'. n
n{
rf0' l
15
5 89' 28' 48" W -i n
x
It
rJ - t55.05 - N
U
S 1394.3 s.f o
2 0
10 v
S 89' 28' 48` W- --C
r - - 172.08 ---
I o
c
o 13897 s i.
to 3 0
I u
L_ 5 69' 28' 48' W _J
151 95 - v
Block 1
g 12059 s./
m 4 N
89,
28, 48" W
-i
W
Ls
13717 -
t0
M
r12381 s. f
o
g
5
�
O
L
5 89'
28' 48" W
- crvi
Q
-154.42-
CZo
.� 13045
s. f
6
n
L.
9
-734.60-
3
ti 74.58
� 14.10 so GO
,v 5 45' 11' 02" E $
rn 12490 s.r. n
h to' � 1 10'-►I
5 89' 18' 48" W
2
g 153.59 --
0
10
g o 12212 s.f o
1 2
-
4- U I
2
Block 2
W 1116 Cor
zo' Willow Brook Estates Subdivision
Bk, 18, Pg 28
F - 136.85 -
_
�
3
g
12221 s. f.
n 3
°tea
' y� 5 89' 28' 48' W-
4
N
I- - 154.73 -- -'
(p
0
1 o Block 2
0
-
j0 14080 s. L
0)
! 4
°I
5
- 5 89- 28' 48' W -
-1
3
U
I
to
13773 s. f.
o
6
5
O
L_
S 89. 28' 48' W
�-
C12 154.52 - -
-j
2
7
I
13019 s...
p
v 6
-
C13
C14 s 89' 28, 48" W -1
-14L22-
�i
8
U
18640 s. f
Block 1
NW 1176 Cor.
297.05
N 89' 32' 46' E
Initlal Polnt Block r
Fat, 2' dio. by 36" long aluminum
pipe with 2-112" dia. aluminum delferson Park No. 1 Subdivision
cop attached. BK. 19, Pg. 32
E3crsIs of Bearings
C16-" N 9
W I \\SR O
v 14697 s.f n 21527 s./
u
9
/01. 70 - L - - - 233.28 - - --
N 89' 27' 15" E 334.98
0
LEGEND
Found brass cap monument
Set aluminum cap monument
Set 5/8 inch x 30 inch dia. rebor wl yellow cal-,
Found 5/8 inch dia. rebar
Set 1/2 inch x 24 inch dia. rebar w/yellow cap
Found 1/2 inch dia. rebar
Chisel Mark on Storm Drain M,anhclr
Property boundary line
Utility, drainage and irrigation easement is 10ft.
along subdivision boundary and street frontage &
5ft. on each side of interior lot lines unless
otherwise dimensioned. Should lot lines be adjusted
the existing easement shall move with: the adjusted
lot line, provided that the utilities are' not currently
installed within the limits of the easements.
I-�,p.
r-�U U`SIJp �Vu�
A4 j 0
o
403 Blaine `D Caldwell, ID
(206) 454-0933
MR149401
SHEET 1 of t
tuea4,I7bV Lout �LLL
Spruce Street
(Not Improved)
Jefferson Jr. High School
Vicinity Map
Scale 1 "=400'
CURVE TABLE
28 27'
734-
1
Center
Sec. }
NO
RADIUS
CENTRAL ANGLE
TAN
LENGTH
CHORD
CHD BEARING
C1
20.00
90' 20' 26"
20.12
31.54
28.37
N 45' 20' 59" W
C2
20.00
89' 39' 34"
19.88
31.30
28.20
N 44' 39' 01 " E
C3
156.00
04' 58' 32
6.78
13.5_4
13.54
_N 2' 40' 03" W
C4
128.00
15' 40' 00
17.61
35.00
34.89
N 8' 00' 47" W
C5
100.00
67' 3-4-'-5 -7
6.63
13.23
13,22
N 3' 58' 16" W
C6
100.00
08' 05 03
7.07
74.11
14.10
1 N 11' 48' 16" W
C7
156.00
15' 41' 46
21.50
42.74
42.60
N 7' 59' 54" W
C8
156.00
15' 38' 14
21.42
42.58
42.44
N 7' 40' 06" E
C9
100.00
21' 06' 11
18.63
36.83
36.62
N 4' 5607" E
C10
100.00
10' 13' 49"
8.95
17.86
17.83
N 10' 43' 53" W
C11
156.00
14' 19' 42"
19.61
39.01
38.97
N 8' 40' 56" W
C12
156.00
01' 20' 18'
1.82
3.64
3.64
N 0' 50' 56" W
C13
20.00
46' 42' 30"
8.64
16.30
15.86
N 23' 32' 01 " W
C14
50.00
12' 18' 44"
5.39
10.74
10.72
N 40' 43' 55" W
C15
50.00
77' 43' 28"
40.29
67.83
62.75
N 4' 17' 11" E
C16
50.00
93' 02' 23"
52.73
81.19
72.56
N 89' 40' 06" E
C17
20.00
46' 42' 30"
8.64
16.30
15.86
S 67' 09' 57" E
C18
20.00
89' 39' 20"
19.88
31.30
23.20
N 44' 39' 08" E
C19
20.00
89' 39' 34
O1' 53' 50"
13' 46' 10"
19.88
31.30
26.20
N 44' 39' 01 " E
C20
100.00
1.66
3.31
3,31
N 1' 07' 42" W
C21
100.00
12.07
24.03
23.97
N 8' 57' 42" W
C22
1 156.00
1 12' 03' 44"
16.48
32.84
32.78
1 N 9' 48' 55"' W
C23
1 156.00
1 19' 16' 16"
26.49
52.47
52.22
N 5' 51' 05" E
C24
100.00
15' 25' 48"
13.55
26.93
26.85
N 7' 46' 19" E
C25
100.00
15' 54' 12"
13.97
27.76
27.67
N 7' 53' 41" W
C26
156.00
10' 41' 28"
14.60
29.11
29.07
N 10' 30' 03" W
C27
128.00
31' 20' DO_ _
31' 20' 00
35.90
70.00
69.13
N 0' 10' 47" W
C28
128.00
35.90
70.00
69.13
N 0' 10' 47" W
C29
128.00
15' 40 00 .
17.61
35.00
34.89
N 8' 00' 48" W
DATE
WEATHERB Y C O "VE
A PART OF THE NW 114 NW 114, SEC. 34, T 4 N, R 3 W, B.M.
CALDWELL, CANYON COUNTY, IDAHO
1994
1323.82
661.9�
NI 1 /1a (`-"
Linden St.
N 89' 32' 46" E
Phone
N 89' 31"' 40" E Box IN OW C/ I I� " 11
-- ._- I �
5 6 I N 89, 31 40" E Block 1 Riser
I I I 1 5
Block 1 30.001 2 3 4
Rudolph Manor I I 1
Bk. 14, Pg. 33 Connect to existing Jefferson Park No. 1 Subdivision
water line Rk, 19 Pg, 32
w N ��
Chapporo St. gx#16lr
wo?ap )01,•
BY CLIENT.
Y. dip 5-17-94
Bob Hibbard
Hibbard Construction
716 Cleveland Blvd.
Caldwell, Idaho 459- 7048
DRAWING TITLE:
Preliminary Plat
Weatherby Cove
9P.q.
Legend
}
oee Hydront
O
Sanitary Sewer
Manhole
-VV-
Domestic Water
Line
-S- San ttary Sewer
Line
r
(!tralhage Flow
Exist, Irrigation
Ditch -ern
DEVELOPEMENT DATA:
1. Domestic water is provided by the municipal
water system. Irrigation to be supplied by
Pioneer Irrigation and constructed to Pioneer
Irrigation Standards.
2. Sewage disposal shall be provided
by municipal sewage facilities.
3. Road improvement shall meet City
of Caldwell standards as is applicable.
4_ 5 orm water retention facilities will be provided
to contain storm water on site for a 25yr. storm
duration.
5. Contour interval 1 ft.
6. Current zone classification is R-1
7. No. Blocks is 3, No. residential
lots is 17
8. Total area of proposed development
is approx t7.15 Acres
9. Irrigation drainage to be provided for property lying
west of this project.
NOTES,
1. There will be a 10ft. wide irrigation and utility
easement along the subdivision boundary and
the street frontage of each lot.
2. Should lot lines be adjusted the existing
easement shall move with the adjusted
lot line, provided that the utilities are not
currently installed within the limits of the
easement.
3. Radii of all street corners are 20ft. typ.
4. Roll curb and 4ft sidewalk will be installed
on interior streets.
5. All utilities such as telephone and power lines
shall be underground in the utility easements.
JOB NO. MR1494
MM(p� yyDWG NO. MR149403
SCALE: 1 "=80'
REV. Z
403 Blaine 0 Caldwell, ID FIELD BOOK N0. SHEET NO.
(208) 454-0933
iu
^ ""R
Center
/- Sec. 34
Spruce Street
(Not improved)
Jefferson Jr. High School
Vicinity Map
Scale 1 "=400' K
,�~""� ar
Y1
i
I.
I � ,
CURVE TABLE
NO
RADIUS
CENTRAL ANGLE
TAN
LENGTH
CHORD
CHO BEARING
Cl
20.00
90' 20' 26" _
20.12
31.54
28.37
N 45' 20. 59" W
C2
20.00
89' 39' 34"
19.88
31.30
28.20
N 44' 39' 01 " E
C3
156.00
04' 58' 32"
6.78
13.54
13.54
N 2' 40' 03" W
C4
128.00
15' 40' 00"
17.61
35.00
34.89
N 8' 00' 47" W
C5
100.00
07' 34' 57"
6.63
13.23
13.22
N 3' 58' 16" W
C6
100.00
08' 05' 03"
7.07
14.11
14.10
N 11' 48' 16" W
C7
156,00
15' 41' 46"
21.50
42.74
42.60
N 7' 59' 54" W
C8
156.00
15' 38' 14"
21.42
42.58
42.44
N 7' 40' 06" E
C9
100.00
21' 06' 11"
18.63
36.83
36.62
N 4' 56' 07" E
CIO
100,00
10' 13' 49"
8.95
17.86
17.83
N 10' 43. 53" W
C11
156.00
If 19' 42"
19.61
39.01
38.91
N 8' 40' 56" W
C12
156.00
01' 20' 18'
1.82
3.64
3.64
N 0' 50' 56" W
C13
20.00
46' 42' 30"
8.64
16.30
15.86
N 23' 32' Ot " W
C14
1 50.00
1 12' 18' 44"
5.39
10.74
10.T2
N 40' 43' 55" W
C15
50.00
77' 43' 28'
40.29
67.83
62.75
N 4' 17' 11" E
6
C17
50.00
20.00
93' 02' 23"
52:7-3
8.64
16.30
-`,..55
N 89' 40' 06" E
46' 42' 30"
15.
S 67' 09' 57" E
C18
20.00
89' 39' 20" _
19.88
31.30
28. 0
N 44' 39' 08" E
C19
20.00
89. 39' 34"
19.88
31.30
28. 0
N 44' 39' 01 " E
C20
100.00
01' 53' 50"
1.66
3.31 1
3.31
N 1' 07' 42" W
C21
100.00
13' 46' 10"
12,07
24.03
23.97 1
N 8' 57' 42" W
C22
156.00
12' 03' 44"
16.48
32.84
32.78
N 9' 48' 55" W
C23
156.00
19. 16' 16"
26.49
52.47
52.22
N 5' 51' 05" E
C24
100.00
15' 25' 48"
13.55
26.93
26.85
N 7' 46' 19" E
C25
100.00
15' 54' 12"
13.97
27.76
27.67
N 7' 53" 41" W
C26
156.00
10' 41' 28"
14.60
29.11
29.07
N 10' 30' 03" W
C27
128.00
31' 20' 00"
35.90
70.00
69.13
N 0' 10' 47" W
C28
128.00
31' 20' 00"
35.90
70.00
69.13
N 0' 10' 47" W
C29
128.00
15' 40' 00"
17.61
35.00
34.89 N 8' 00' 48" _W _
Z
0
S
0
TE
WEATHER.B Y C O VE
A PART OF THE NW 114 NW 1A SEC. 34, T 4 N, R 3 W, B.M.
CALDWELL, CANYON COUNTY, IDAHO
1994
Unplatted
1
C)
S 89' 28' 48" W 171.36
85.68
- 85.68
�
F �
41
I
1
R
W
I 15163 s. f.
i o
I
W)
"mod l 15713 s.f'�
1
Exist. Irrigation
2
J 3
Ditch
^I
o
v M
3
I 2
Block 2
I Block 3
i I
Willow
Brook Estates SubdivisioiT`
1 ?
S 89' 28' 4
W
J
" N 50.
D�
Bk. 18, Pg. 28
193.55
85.68 -
j�
---
\
6"
,°
Willow
Ln,
ro i W
S 182.46
9" 00 182.
_
6
p
Exist. Sanitary
Od
N
o
Sewer Manhole
7, 58 Od
Exist. Curb, Gutter
- 4.34 - - -
3
V3
m
CO.
I 14.1 50.0
1
and Sidewalk
13 4 s. f.
'
m,
S 45' 21' " E
0)
o
I Ui
M
1�,
12490 s.f. I
LO
Phone
o
� 1 ^
Riser
--
L 89' 28' 8" W
n
0
S 89' 28' 48 W_ J
( - 155.05 - N o v u - 153.59 - - r�� 2
1 , I o, o. 12212 s. f.
0 13943 s.. o I Conc. Box &
3 ao 2 1 Wingwall
2 n ro -
V -Phone
- S 9' 28' 48" S 89' 28' 48'• W �J Riser
Q�i F- 172,08 - - f- - 136.8
3
1 'CR
3897 s.f. v 12221 s.
Q a I 3cNp
(a °� v O 4
I -S 8s 28' 48" W_ J 1 N - 89' 28' 48" -- J: IA7
-1 1.95- - a �° q-154.73- -j
O 1 Blo k 1 p lock 2 Phone
p 120 s. f r 14 0 s. f. ( Riser Block 1
(-411 I w N � I 5
U
89. 2 ' 48' W -� - S 89' 28' 8" W - J1 3
w ( -13 17- N y--171.64 -- 7
N .9
o1238 s. f. o 00 �0 13773 s. f. I O 6
5 0 ^ 5 r:Z7
Phone
-RfserS 89. 28' 48" W - - ccNi - 89' 28' 48" W154.2 - C20 �( C12 154.52 - -
I Iro 13045sf �.I h i 1 19s.f. oL--
2 6
39s L g 3 C13 4
- 134.60 - G C1-S 89' 8' 48" w-J
N 141 2 - - g
. n.
.,
182.49 8 �oSp,
--- - - _ _ Spragu Dr. N 6 Rfhone
ser-
1 18640 . f
u.'; 13' 16 - 1.82 - 7
G V.
9
3 t xv ; u z . , , n '�'• I �Lo
a 14697 s f N z i
b " 21 27 s. f.
8
N 1/16 Car. I I one vI I 10 NW 1116 Cor.
661.94 �- 101.7a J - - _ 233.28 - _ _ 29 7, 05
N 89' 31' 40" E Power
89' 27'r1 " E 3 4.98 N 89' 32' 46" E
11
5 6 N 89' 31'� 40" E Block 1 IRser°
Block 1 1 ,30.00 2 3 4 1 5
Rudolph Manor 1
Bk. 14, Pg. 33 Connect to existing Jefferson Park No. 1 Subdivision
water line Bk. 19 Pg. 32
w�-
Chapporo St.
BY CLIENT. Bob Hibbard
dip 3-17-94 Hibbard Construction
BY: 716 Cleveland Blvd.
Y. Caldwell, Idaho 459- 7048
1
DRAWING TITLE:
Preliminary Plat
A
,
Weatherby Cove 4' 4-1
Legend
} Fi1 e Hydron t
0 Sanitary Sewer Manhole
ICY- Domestic Water Line
-S - Scrawly Sewer Line
CTralnage Flow '
- Exist. Irrigation Ditch
DEVELOPEMENT DATA:
1. Domestic water is provided by the municipal
water system. Irrigation to be supplied by
Pioneer Irrigation and constructed to Pioneer
Irrigation Standards,
2. Sewage disposal shall be provided
by municipal sewage facilities.
3. Road improvement shall meet City
of Caldwell standards as is applicable.
4_ Storm water retention facilities will be provided
to contain storm water on site for a 25yr. storm
duration.
5. Contour interval 1ft.
6. Current zone classification is R-1
7. No. Blocks is 3, No. residential
lots is 17
8. Total area of proposed development
is approx t7.15 Acres
9. Irrigation drainage to be provided for property lying
west of this project.
NOTES:
1• There will be a 10ft. wide irrigation and utility
easement along the subdivision boundary and
the street frontage of each lot.
2. Should lot lines be adjusted the existing
easement shall move with the adjusted
lot line, provided that the utilities are not
currently installed within the limits of the
easement.
3. Radii of all street corners are 20ft. typ.
4. Roll curb and 4ft sidewalk will be installed
on interior streets.
5 Ali utilities such as telephone and power lines
shall be underground in the utility easements.
JOB NO. MR7494
MM(QQD ag DWG NO. MR149403
��3�300 CSBQ° �CQ� �GIK;a SCALE: 1.,=80'
REV. Z
403 Blaine • t:aldwe)], ID FIELD BOOK NO. SHEET NO.
(208) 454-0939
i