HomeMy WebLinkAboutMaps 2w
H
z
w
U
Q
w
ua
w
O
W
ORCHARD HEIGHTS
i
i
r
�. —JOINT ACt✓
i
i
NEW VALLIVUF: HIGH SCHOOL
F
w
w
F-
O
U
w
a
a
O
U
SO. 10TH AVENUE
MONTANA AVENUE
10 ACRES COMMERCIAL -/'
5 ACRES COMMUNITY PARK -
117 ACRES URBAN RESIDENTIAL
22.5 ACRES RURAL RESIDENTIAL
Exist
RESERVED FOR House
COMMUNITY PARK
5 Acres
Approx. Scale : 1"- 200'
COMMERCIAL
10 Acres
R-S
OREGON AVENUE
COUNTRY ACRES SUBDIVISION
Storm Water
Detention 0
Q
0
lr
�))Y
l�
(A
i
i
j
I�lulllll
DIXIE^ j , . --,.,DRAIN
Development Master Plan
PARADISE VIEW SUBDIVISION
J-U-B ENGINEERS Inc.
l
VELOPMENT DAT
ZONE: 11R-S-2"
AREA: 22.51 ACRES
NO. LOTS: 17
DENSITY: 1 LOT/ACRE
MIN. LOT SIZE: 20,000 SQ. FT.
5.89'00' 43"W. 659.89-
33���34__
4 1' i 3
N.89000'43"E.
60.89'
S 57'44'37"E.
52.60'
/ r, tW,noq wall ,.
USTICKI ROAD 341 l35
3 2
N.
I
I
i
ar�
Z
S �
N.
'C4k.. �'_. �q �I0�_
' lu
r
<;
-
��r
I�+..
r , �,- yF -0 rr'i ",.>• �', a''+ r t .,sr r q��tti;�T "` e r 4t r:.v soh I, {
F�iIDOW
it
'.,, :U"4;,.. ` / ^, iw.r.. a t$rA'.3. -:: `r � k 4 A ���'-� � f' �.,e'��','. Al .,k�`f`'^�i�% a 1..-'W i � ":'SN�4 r � 1, I tl r Lliiy5 '!i � '.y:" .:` dr. ,k•.' r '� i� [d. � �41Pd7.�1, I - .>
rti
I
ICY f �yA4 i" � V#F` in ,.., I y�",+ "rd a..,.i IN ' . :. a ,� Y'.. e.. 17 ,� � :6", Y if •.sf 1 irk .,
• n,. a},a +C r� 3,JV^itr l lil` i 9.'' 1 r.r-. ci µ'} ...., $ P DrT d'r 'A'
h1.". rri a't lP i 11�N
6 T"4
:; 1 fro 11 r'Pfl3'dw�, �rat1 I'iy .,41r
a
r
• ' � ,yp'�� p h
. •� • • t t pt r 1M �43'n r,+'•^'v'Pr J'' ryiVfr'. Y 4.Ir 1 Ir ,i I ha ill 'I rl..
r
• "�rolr t , _ ` Wt� ,
I • � � b r � " sb ° '��GF l " ;� �� �� d;r '�� I I i�rl Y �kr
i" t 4 7P,� Kuv D ryr #,rV'e 9 i r It
I I
II + p tP lu �11 I. ri trr.
1,311
fli}
• • a Ir; sq f a..'.l P q ".:,x r "'I'Gt tr 1:,.1�113 y'n III r;^wa
Y ti• rt a" r I l s ` a 'r:'7- [ mA' PrR d-,V`mt �;� r� r y Z" � � y 'g 1 ry Yllrhk��yyS �. SI I I y'�•e I I 1 I , lrl }� x:? � •
1t
�4V 6 p a4ls }.R �qn 1 Y.li' ,r PII f rtii'„ III. V �ivM„'ri4
tA�. Y9 ra°+AP P^1� hi fF ;,M j
�n
a"' tl r ,d ilht 14r,.. 'Gv III'
ui • IL rvh �r' PR ', n :`, 4 -n' ; i d e � + s 7 a �� �J I' i v��"�i
• l r �i• 4 ! YT` ] rt Y; 1 i' �h} Yt �'rt 4� l Y. y rlg f
• ni"4P NI tl &,y e fl 1 P '4 b-x �i .y/f a i '?.. r� �I n I 1
iitee-„f ! rL r.''� tiq' sF�
�r1� r I4 nG" rrl,rI� � iIIs'!P � I liS r�tl ik I Ilrl'r �� �qf_�n� �� f4 �4 , •
a w"- v«,. b R� I l � ;�, s ><.i;.�' � e,,;.PY, 9 r ^Y4.. + o- T n d �l . Y, r s ,i J Ir 7.w wx I r#r^ � •
�M.A"!Y'rT ., C.�':'. � :.." Y �k r', •.' .. ,- ,i Ar, i .. {14 jyI.A, -i 5-0Yry'�,ti i'f �V,§l"j �A' d" i��l'si�Rl cll �t n+i'P I1411'. � %I uuA Y,l r "!'}..r , . W"
,* r
B.lr
.,' d Y I C � + S � 'Sr l M �•
"I r r 11� Y ri t
•
r a u n .q t rEtiIDirg *a ,. ��a l,wy *� w ,�m�uIll 4 I�.; fl u lhM+{,ri ,Ili l
'10416a a.h t ��Y -� 'J ya rNd N a F:`l�P �dt� NfW Ii i YY I' i"i Id iOI !i 1 1N2,p`',�'aFlj1`I it t
2 !\sue yq EDGE Or WATER' +
3 t r+ `
4f,97:; S fi, 49.622 Sgkt 44.a55
i� ",
l .- x e� so r r � 5.39'39 43 E.rw
{/� b 120 61
S.0'30'25"E.
Z W T 62.63'
r
"114'
r
A5f ME Nt
n plot w.,_ N.89'01'00'E. 659.33'
«4
FP
__1L.� non. ,.rwMer
S.89'01'00 W. 659.33' _ _ —+i _ _. __-_ _ C. - uln
Y` N,89'01 00 E. 1318.66EXISTING IRRIGATION DITCH WILL 4 reh...... wolf-�
3 BIC TILED AND RELOCATED OUTSIDE-
g HOMEDALE ROAD THE RIGHT—OF—WAY
n
DEVELOPERS
1.
NOTES
All on site streets shown hereon shall be dedicated to the public
5.
Storm water runoff shall be retained on site and transported in grass
and shall be constructed to Caldwell City Standards. Based on
swells along interior streets. Sand and Grease traps will be used to
PRELIMINARY PLAT OF
HARMON JOHNSON
DON BRANDT
lot size and the general location of this property from City
treat storm water prior to onsite retention.
WEST VALLEY ESTATES
CHERRY LANE CONSTRUCTION
BRANDT AGENCY
services a variance for exclusion of Curb, Gutter, and Sidewalk
is
PHASE
912 12th AVENUE SOUTH
203 11th AVENUE SOUTH
requested.
6.
irrigation water shall be supplied through a separate water system
NAMPA IDAHO 8
, IDAHO 83651
NAMPA, IDAHO 83651
2.
Sewage disposal shall be by individual subsurface disposal systems.
under a combination of grnvity and pressurized flow.
s f'l1RtION lit' `fHr ,W 1/4 (U 'FCTiON :5
. a;*,
(208)
(208) 466-7821
City does not plan on extending sewer service.
7
Subsurface sewage disposal systems ore not permitted within 50'
y,W i%4
AN',ON (`OUNIY, It1Ara)
of Phyllis Candl.
3.
The Irrts within this subdivision will be served by city water pendingc
t r
ogree+ment between the Developer and the City to extend water to
H,
Q,f
New electric, communication,, and T.V. .hall be installed
c f
Cfll Vt'j27rS f�fC31 d1141 S
�f) lI7E'�SE
this +treo.
underground.
w
r
[ 1 ( j B
jk
4.
City wetter is approximately 1:�60 feet away on Montano Avenue.
9
Str'e(.q U hn+f, will be provided.
4
5 i
r,,s�� 1 �,
at J V- .+..�
eNr.n, r,w:: ^ : r FverY+K, • HI,� Mt',k
Nampa, Idaho
(700 feet north of Homedole Rood).
10.
Improvements ufong tlomedpte road will include curb, gutter, and
(/
�4i"g01. p'ti°'
�, r `
068"IPP3 1 _: 100
sidewalk on North side only.
�'u_,_ " t "
•Im
n5 1 1,:.,. ».:A `'iHY
-, �0� l.K_SITY
.lift.i 1 i
S,t Aa. 1" =100'
6
I
4 3
9 10
S. 89'00' 43"W. 659.89'
S. S9'01'00"W. 659,33' -----
VELOPMENT DATA
ZONE: "R-S-2"
AREA: 22.51 ACRES
NO. LOTS: 17
DENSITY: 1 LOT/ACRE
MIN. LOT SIZE: 20,000 SQ. FT.
E0121MV 21•-
HARMON JOHNSON
CHERRY LANE CONSTRUCTION
912 12th AVENUE SOUTH
NAMPA, IDAHO 83651
(208) 466-3600
N.89'00'43"E.
60.89'
S.57'44' 37"E.
52.60'
retaining wall
6" heodgate
S.50015' 49"E.
62.12'
DON BRANDT
BRANDT AGENCY
203 11th AVENUE SOUTH
NAMPA, IDAHO 83651
(208) 466-7821
331134 UST1CK
EDGE OF WATER
I
PROJECT LEGEND
/
Ay HAS/ 1 LOCATION _ _
Boundary Line
. 1� — — l _ _ 3 2
</ 911
�10 fdOMEDALE ROAD 10 11 Sign
c s ---- _.------ -- -� -1 If
IN d -;— Power Pole
%1 E— Guy Anchor
VICINITY MAP EP Edge of Pavement
SCALE. 1"= 800'f
9 \ ` x Existing Fence Line
54 Sq.Ft. `�.
Coniferous Tree
` Shrub
\ S.42'14'23"E. - - - - - Edge of Water
10 �� 60.10'
43,943 Sq.Fi. —1 Subsurface Sewage Disposal
ty ooaa aroe .___J Drainfield Not Permitted
l� S.37'32'41"E.
r� 81 61' 2455'---- Existing Ground Contours
\
o
1' Interval
,q_
� 11 iJ General Utility, Drainage, and
Irrigation Easement line:
S.34'22
F 44,161'$q.Ft.' "
11E. 12' wide - Adjacent to subdivision
\ wA 162.51 boundary.
10' wide - Rear lot line adjacent
to streets.
5' Wide - Side lot lines unless
otherwise shown.
�-� HOMEDALE ROAD
S.39'24'47"E.
104.16'
S.54'09'52"E.
118.04'
S.54'45'39"E.
10 7.30'
EXISTING IRRIGATION DITCH WILL' HE TILED o
AND RELOCATED OUTSIDE THE RIGHT-OF-WAY
x
NOTES
1. All on kite streets shown hereon shall be dedicated to the public
and shall be constructed to Caldwell City Standards. Based on
lot sit« and the general location of this property from City
services a variance for exclusion of Curb, Gutter, and Sidewalk
is requested.
2. Sewage disposal shall be by individual subsurface disposal systems.
3. The lots within this subdivision will be served by city water pending
agreement between the Developer and the City to extend water to
this area.
4. City water is approximately 1360 feet away on Montana Avenue.
(700 feet north of Homedale Rood).
5. Storm water runoff shall be retained on site and transported in grass
swells along interior streets. Sand and Grease traps will be used to
treat storm water prior to onsite retention.
S. 45'40'27"E.
130.80'
EDGE OF WATER
S.39'39'43"E.
120.61'
S.0'30' 25"E.
62.63'
N . 89'01 ' 00"E. 6 59.33'
6. Irrigation water shall be supplied through a separate water system under
a combination of gravity and pressurized flow.
7. Subsurface sewage disposal systems are not permitted within 50'
of Phyllis Canal,
8. City sewer is approximately 1360 feet away on Montana Avenue.
(700 feet north of Homedale Road). Not available until
approximately September, 1996.
9. New electric, communications, and T.V. shall be installed
underground.
10. Street lighting Will be provided.
11. No improvements are proposed at this time along Homedale
Road except for street access. Home Owners Association will
participate in deferred improvements, on a shared basis, when
adjoining improvements are undertaken on Homedale Road.
Z
1
9 10
S.89'00' 43"W. 659.89'
S.89.01'00"W. 659.33'
VELOPMENT DATA
ZONE: "R—S-2"
AREA: 22.51 ACRES
NO. LOTS: 33
DENSITY: 1.47 LOTS/ACRE
MIN. LOT SIZE: 20,000 SQ. FT.
N.89'00' 43"E.
60.89'
S.57044'37"E.
\� 52.60'
retaining wall
6" headgote
-- S. 50'15' 49"E.
�._ r. 62.12'
budding —�
8" conc. 4
'J
wpouv mwampm
HARMON JOHNSON
CHERRY LANE CONSTRUCTION
912 12th AVENUE SOUTH
NAMPA, IDAHO 83651
(208) 466-3600
DON BRANDT
BRANDT AGENCY
203 11th AVENUE SOUTH
NAMPA, IDAHO 83651
(208) 466— 7821
EDGEOFWATER
S
0
1 V
3
S,42'14'23"E.
60.10'
12• conc. ,Ipe
S.37"32' 41 "E.
81.61'
USTICK ROAD _ 3411.31
3 F
PARADISE VIEW
SUBDIVISION
PROJECT
LOCATION
3 2
HOMEDA_LE ROAD 101 11
VICINITY MAP
SCALE: 1 "= 800't
S.34'22'11 "E:
162.51'
NOTES
1, All on site streets shown hereon shall be dedicated to the public
and shall be constructed to Caldwell City Standards,with curb and
gutter, and sidewalk.
2. Sewage disposal shall be by individual subsurface disposal systems.
No dry lines will be provided since, City of Caldwell has no plans
to extend sewer post Phyllis Canal,
3. The lots within this subdivision will be served by city water pending
agreement between the Developer and the City to extend water to
this area.
4. City water is approximately 1360 feet away on Montana Avenue.
(700 feet north of Homedale Road).
5. Storm water runoff shall be retained on site and transported along
interic,r streets. Storm water will be retained in two on —site ponds.
S.3924'47"E.
104.16'
S.54"09'52"E.
118.04'
S.54'45'39"E.
107.30'
/ S.45'40'27"E.
130.80'
._ DRAINFIELD RESTRICTION
EDGE OF WATER
S.39'39'430E.
120.610
S.0030'25"E.
62.63'
N.89'01' 00"E. 659.33'
6. Pressurized irrigation water shall be supplied through a separate
water system.
7. Subsurface sewage disposal systems are not permitted within 50
of Phyllis Canal.
9. New electric, communications, and T.V. shall be installed
underground.
10. Street lighting will be provided.
11. Improvements along Homedale Road will include curb and gutter,
and sidewalk on North side only.
REVISED
N.
1 —
SCALE: 1 "=100'
D
Boundary Line
1
Sign
—f—
Power Pole
E—
Guy Anchor
EP
Edge of Pavement
x
Existing Fence Line
E
Coniferous Tree
Shrub
Edge of Water
Subsurface Sewage Disposal
Droinfield Not Permitted
Existing Ground Contours
1' Interval
General Utility, Drainage, and
Irrigation Easement line:
12' wide — Adjacent to subdivision
boundary.
10' wide — Rear lot line adjacent
to streets.
5' Wide — Side lot lines unless
otherwise shown.
PRELIMINARY PLAT OF
PARADISE VIEW SUBDIVISION
PHASE I
A PORTION OF THE SW 1/4 OF SECTION 3
T.3N., R.3W., RM.
CANYON COUNTY, IDAHO
NA E
s a J—U—B ENGINEERS, Inc.
Engineers Surveyors Planners
5 rJ•U "B k
�0 Nampa, Idaho
�' 95� { ENGINEERS - 5111 VEYORS • PLANNERS
OF ACAD DWG. FILE 10687PP2 PLT. SC. 1 = 100
,G
' 3 02 95 De: 2438 DES.SITY DR. JDF CK.SITY SHEET 1 OF 1
SCALE: 1"= 100'I DATF DFC-. 1994 1DWG. No. N941214
T
11
C!
I
4 3
9 10 —
S.89'00' 43" W. 659.89'
S.89'01'00"W. 659.33'
VELOPMENT DATA
ZONE: "R—S-2"
AREA: 22.51 ACRES
NO. LOTS: 33
DENSITY: 1.47 LOTS/ACRE
MIN. LOT SIZE: 20,000 SO. FT.
N.89'00' 43"E.
60.89'
S.57'44'37"E.
52.60'
retaining wall
6" heodgate
S.50"15' 49"E.
62.12'
—x
8' ("Inc. p1p1
Al
VELOPER
HARMON JOHNSON DON BRANDT
CHERRY LANE CONSTRUCTION BRANDT AGENCY
912 12th AVENUE SOUTH 203 11th AVENUE SOUTH
NAMPA, IDAHO 83651 NAMPA, IDAHO 83651
(208) 466-3600 (208) 466-7821
EDGEOFWATER
USTICK 11 ROAD
PARADISE VIEW
SUBDIVISION
S.42'14'23"E.
6010'
12" conc pipe
S.37032' 41
81.61'
1
I
PR(
LO(
HOMEDALE IT
VICINITY MAP
SCALE: 1"= 800't
S.34'22'11 "E
162.51'
NOTES
1. All on site streets shown hereon shall be dedicated to the public
and shall be constructed to Caldwell City Standards,with curb and
gutter, and sidewalk.
2. Sewage disposal shall be by individual subsurface disposal systems.
No dry lines will be provided since, City of Caldwell has no plans
to extend sewer past Phyllis Canal.
3. The lots within this subdivision will be served by city water pending
agreement between the Developer and the City to extend water to
this area.
4. City water is approximately 1360 feet away on Montana Avenue.
(700 feet north of Homedale Road).
5. Storm water runoff shall be retained on site and transported along
interior streets. Storm water will be retained in two on —site ponds,
S.39'24I
S.54'09'52'E:
118.04' a
S.54'45'39"E.
i llivil
107.30'F j
S.45'40'27
130 80' "X�"
\ DRAINFlELD RESTRICTION
.� �\
hq EDGE OF WATER
S.3'"E.
Q7s0S Ft. 120.61
S.0'30'25"E.
62.63'
35
N. 89'01 ' 00"E. 659, 33'
0 A
6. Pressurized irrigation water shall be supplied through a separate
water systern.
7. Subsurface sewage disposal systems are not permitted within 50'
of Phyllis Canal.
9. New electric, communications, and T.V. shall be installed
underground
10, Street lighting will be provided.
11. Improvements along Homedale Road will include curb and gutter,
and sidewalk on North side only.
-_ N D
Boundary Line
Sign
Power Pole
Guy Anchor
Edge of Pavement
Existing Fence Line
Coniferous Tree
Shrub
Edge of Water
Subsurface Sewage Disposal
Droinfield Not Permitted
Existing Ground Contours
1' Interval
General Utility, Drainage, and
Irrigation Easement line:
12' wide — Adjacent to subdivision
boundary.
10' wide — Rear lot line adjacent
to streets.
5' Wide — Side lot lines unless
otherwise shown.
/
p,.
PRELIMINARY PLAT OF
PARADISE VIEW SUBDIVISION
PHASE 1
REVISED
m
S. 89'00' 43" W. 6 59.89'
N.89'00'43"E.
60.89'
S.57'44'37"E.
52.60'
retaining wall
6" headgate
S.50`15' 49"E.
62.12'
lb
�9AQ \\ OF
'°ti
1
12' 7
75,882 Sq.Ft.
EDGE OF WATER
"��p
12' conc pve
9
46,648 SFt. \ �,
6 4
N 43,642 Sq.Ft..'.p,
c4,'.
N Lll
N
n Z Li L
W
3 > 0
Q 5
1 'k
� Z, I \44,455 Sq.Ft.
o J
z 0 \ \ 4
I \ 44,485 Sq.F-t.
805 Sq Ft.
I
1 2 M.
•s
43,851 Sq.Ft. V6 .a
1
9 10
S.89'01'00"W_ 659.33' _
DEVELOPMENT DATA
ZONE:
"R-S-2"
AREA:
22.51 ACRES
NO. LOTS:
17
DENSITY:
1 LOT/ACRE
MIN. LOT SIZE:
20,000 SQ. FT.
W�
43,851 �Sq,Ft.. W
y
z
W
8" conc_ pipe
FP
00
DEVELOPERS
HARMON JOHNSON DON BRANDT
CHERRY LANE CONSTRUCTION BRANDT AGENCY
912 12th AVENUE SOUTH 203 11th AVENUE SOUTH
NAMPA, IDAHO 83651 NAMPA, IDAHO 83651
(208) 466-3600 (208) 466-7821
33 1,34
47 L3
QI�
USTICK ] ROAD
Q
Z
Z
0
PARADISE VIEW 1 2
SUBDIVISION
I i i
i
PROJECT
LOCATION
HOMEDALE `ROAD
VICINITY MAP
SCALE: 1"= 800't
54J 35
3
a
f
44,054 Sq.Ft.
S.42'14'23"E.
10 60.10'
43,943 Sq.Ft.
12" conc pipe
�, S.37'32'41"E.
.a
ti \
.;. 81.61'
11 \`
�< 44,161 Sq.Ft. S.34'22'11"E.
t`
162.51'
1'
a \
,e° s 12 S.39'24'47"E.
_ g 44,9-40 Sq.Ft. 104.16'
s,. 4'Z �a S.54'09'52"E.
\\ ,, 118.04'
\ asS.54'45' 39"E. p �,Ih 13 '�. \\ 107..50'
' 60,247 Sq.F�t,,
S. 45'40' 2 7"E.
1 2 j ° 2p \ 130.80'
F.
49,977 Sq.Ft, 49,62q.Ft..
P \ \ EDGE OF WATER
t
\\ � 14�\
s2,737 Sq.ft. r S.39'39'43"E.
W \444,455 Sq Ft. _ (n i , 120.61'ACV, 1J &
..concrete` e.. ? Z !' }1ti /— S.0'30'25"E. ,
I. -at« W 4SS. 62.63
1 ^7 _12" i e
N.89'01 ' 00"E. 659.33'
c. 40.f
_ - IM
IF n wellPP 9`
�_--- ----' F'----1`--_� --.. _ r;
E- - i T 1,^� rel aininq "a—
N.89'Ot'00"E. 1318.66' ; etweing wau
EXISTING IRRIGATION DITCH
WILL BE
TILED o 4
HOMEDALE ROAD AND RELOCATED OUTSIDE
THE RIGHT-OF-WAY
'a o
NOTES
1.
All on site streets shown hereon shall be dedicated to the public
6.
Irrigation water shall be supplied through a separate water system under
and shall be constructed to Caldwell City Standards. Based on
a combination of gravity and pressurized flow,
lot size and the general location of this property from City
services a variance for exclusion of Curb, Gutter, and Sidewalk
7.
Subsurface sewage disposal systems are not permitted within 50'
is requested.
of Phyllis Canal.
2.
Sewage disposal shall be by individual subsurface disposal systems.
8.
City sewer is approximately 1360 feet away on Montana Avenue.
(700 feet north of Homedole Road). Not available until
3.
The lots within this subdivision will be served by city water pending
approximately September, 1996.
agreement between the Developer and the City to extend water to
this area.
9.
New electric, communications, and T.V. shall be installed
underground.
4.
City water is approximately 1360 feet away on Montana Avenue.
(700 feet north of Homedole Road).
10.
Street lighting will be provided.
5.
Storm water runoff shall be retained on site and transported in grass
11.
No improvements care proposed at this time along Homedole
swells along interior streets. Sand and Grease traps will be used to
Road except for street access. Home Owners Association will
treat stonn water prior to onsite retention.
participate in deferred improvements, on o shared basis, when
adjoining improvements are undertaken on Homedole Road.
l- --__ --- z
SCALE: 1 "=100' oo
Z
Boundary Line
Sign
—E -
Power Pole
�—
Guy Anchor
-- EP
Edge of Pavement
x
Existing Fence Line
Coniferous Tree
•
Shrub
- - - -
Edge of Water
C
Subsurface Sewage Disposal
Droinfield Not Permitted
245.5 ---
Existing Ground Contours
1' Interval
- — — — -
General Utility, Drainage, and
Irrigation Easement line:
12' wide - Adjacent to subdivision
boundary.
10' wide - Rear lot line adjacent
to streets.
5' Wide - Side lot lines unless
otherwise shown.
—
0
Z
. I
N W
N
M Z
W
3
;•� I Q
d
d
I'n �
o 4J
z 0
r-
I
9 10
S.89'00'43"W. 659.89' _ _ — _ _
5.89'01'00"W. 659.33' _
VELOPMENT DATA
ZONE:
"R-S-2"
AREA:
22.51 ACRES
NO. LOTS:
17
DENSITY:
1 LOT/ACRE
MIN. LOT SIZE:
20,000 SQ. FT.
budding -� �
8" <onc—Jip
N.89'00'43"E.
60.89'
S.57044' 37"E.
52.60'
retaining wall
5" headgate
S.50015'49"E.
e, 62.12'
VELOPER
HARMON JOHNSON DON BRANDT
CHERRY LANE CONSTRUCTION BRANDT AGENCY
912 12th AVENUE SOUTH 203 11th AVENUE SOUTH
NAMPA, IDAHO 83651 NAMPA, IDAHO 83651
(208) 466-3600 (208) 466-7821
EDGEOFWATER
S
9<
PARADISE VIEW
SUBDIVISION
S.42'14'23"E.
60.10'
12" cant, pipe
S.3 81.61,
1"E.
1.61
S.34'22'11 "E.
162,51'
_—�— S.39'24'47"E.
USTIC J ROAD
PR`(
L0I
HOMEDALE 1I
VICINITY MAP
SCALE 1"= 800't
35
104.16'
S.54'09'52"E.
118.04'
S.54'45'39"E.
p I� 107.30'
S.45'40'27"E.
1 fa 130.80'
77 Sq'Ft,, 49,62 Ft,,
EDGE OF WATER
14
— 737 Sq` t. S.39'39'43"E.
' 120.61'
4�5 Sq.Ft fl�� oP�� `y o S.0'30'25"E.
O
Z W
e z 62.63
,' , - -"- - 12" pipe
•. _;rqr-., mow::_. .. „r � .__. - _ ..__ � .aN^ _- "�+�'� _ -—
N 89'01'00"E 659- 33'
.� �,..r� — - iTsn< Pam' _ •.T F P
EP EP— —. .. iF _--- _-_._. __..L _.. Fin i]' retaining wall
f
N.89'01'00"E. 1318.66' EXISTING IRRIGATION DITCH WILL BE TILED a ; elaminy wall
HOMEDALE ROAD AND RELOCATED OUTSIDE THE RIGHT-OF-WAY <
NOTES
1. All on site streets shown hereon shall be dedicated to the public 6. Irrigation water shall be supplied through a separate water system under
and shall be constructed to Caldwell City Standards. Based on a combination of gravity and pressurized flow.
lot size and the general location of this property from City
services a variance for exclusion of Curb, Gutter, and Sidewalk 7. Subsurface sewage disposal systems are not permitted within 50'
is requested of Phyllis Canal.
2. Sewage disposal shall be by individual subsurface disposal systems. 8. City sewer is approximately 1360 feet away on Montano Avenue.
(700 feet north of Homedole Road). Not available until
3. The lots within this subdivision will be served by city water pending approximately September, 1996.
agreement between the Developer and the City to extend water to
this aren 9. New electric, communications, and T.V. shall be installed
underground.
4. City water is approximately 1360 feet away on Montano Avenue.
(700 feet north of Homedale Rood) 10. Street lighting will be provided.
5. Storm welter runoff shall be retained on site and transported in grass 11. No improvements are proposed at this time along Homedole
swells along interior streets. Sand and Grease traps will be used to Road except for street access. Home Owners Association will
treat storm water prior to onsite retention. participate in deferred improvements, on a shared basis, when
adjoining improvements are undertaken on Homedole Road.
1
SCALE: 1 "=100'
LEGEND
— —
Boundary Line
1
Sign
f
Power Pole
E—
Guy Anchor
EP
Edge of Pavement
x
Existing Fence Line
�E
Coniferous Tree
•
Shrub
- — — —
Edge of Water
Subsurface Sewage Disposal
Drainfield Not Permitted
2455—
Existing Ground Contours
1' Interval
— — — — —
General Utility, Drainage, and
Irrigation Easement line:
12' wide - Adjacent to subdivision
boundary.
10' wide - Rear lot line adjacent
to streets.
5' Wide - Side lot lines unless
otherwise shown.
0
of
0
4
LO
0
14-
10-
0
Z
I
S.89'00'43"W. 659.89'
I
N.89'00'43"E.
60.89'
S.57'44' 37"E.
52.60'
retaining wall
6" headgnte
S.50'1 5'49"E.
S_ 62.12'
-EDGE OF WATER
'°ti
3J,31134 _ uST1CCK ] ROAD
41113
- - - —---���-
VICINITY MAP
SCALE: 1 "= 800't
-k\N S.4214'23"E.
N I W , �`�' ` 10 \ 60.10'
w w ,943 Sq:F.�. \ 12 cant. pipe
M_ Z 70 \ ry�� S.37'32'41"'E.
3 I �/ \ 81.61
5 y
p 44,455 Sq. rt. o All
M = Z � `° Lai °e• \�'� ' , ] 1 \
44,161' Sq. Ft. � S.34'22'11"E.
O
z
4
162.51'
� A
r� \ 44,485 Sq.Ft.-
�� -
t �/L 12
�° ' 44,940 s .Ft�\ S.39'24'47"E. "14 i
'\ F Sq.Ft.
x- I 805 Sq.Ft. �� \�. S.54'09'52"E. x,l.
( 'N,\ \X \ 118.04'
l \
302 �Rsp \ \\ \ S.54'45'39"E.
ti,l 13 � \ , \ 107.30'
' 2 i 6Q,247 S
rN q*+ \ S.45'40'27"E.
�o�.
43,851 Sq.Ft. ss Y Q 1 2 \ 130.80
49,977 Sq:Ft, 62
EDGE OF WATER
14
3 62,737 Sq. t. S.39'39'43"E.
Ihuildiny -. - WO � p Voa)
\\
\ 120.61'
w12' _ ,F. G
43 851 t. ` O S.0'30'25"E.
O pq concrete Z Q [ Z W
• / g'o Z W dAch W \ rss ��, 62.63
1' 129 12' pipe
8' coot. pipe- 1 �e u._.:- 3t -sue __ - - _ - --y __.--- '01'00"E. 659.33'
Pip-. _.-. -• - `F;- - - - - - -- - — — —
.. _ fP _ .�
4 3 S.89'01'00"W. 659.33' �r _ {P t7� E a �p
w �P _ ... N.89
-- - - - -- EP - EP--- EP -- i " EP- - - - < 1" retaining wall
3 N.89'0100 E. 1318.66 EXISTING IRRIGATION DITCH WILL BE TILED b 4 retaining wall
9 1 O '<
o HOMEDALE ROAD AND RELOCATED OUTSIDE THE RIGHT-OF-WAY a o
x
c�
NOTES
1. All on site streets shown hereon shall be dedicated to the public 6. Irrigation water shall be supplied through a separate water system under
and shall be constructed to Caldwell City Standards. Based on a combination of gravity and pressurized flow.
DEVELOPMENT DATA DEVELOPERS lot size and the general location of this property from City
services r7 variance for exclusion of Curb, Gutter, and Sidewalk 7. Subsurface sewage disposal systems are not permitted within 50'
ZONE: "R-S-2" HARMON JOHNSON DON BRANDY s requested. of Phyllis Canal.
AREA: 22.51 ACRES CHERRY LANE CONSTRUCTION BRANDT AGENCY 2. Sewage disposal shall be by individual subsurface disposal systems. 8. City sewer is approximately 1360 feet away on Montana Avenue.
NO. LOTS: 17 912 12th AVENUE SOUTH 203 11th AVENUE SOUTH (700 feet north of Homedole Road). Not available until
NAMPA, IDAHO 83651 NAMPA, IDAHO 83651 3. The lots within this subdivision will be served by city water pending approximately September, 1996
DENSITY: 1 LOT/ACRE (208) 466--3600 (208) 466-7821 agreement between the Developer and the City to extend water to
MIN. LOT SIZE: 20,000 SQ. FT. this area. 9, New electric, communications, and T.V. shall be installed
underground.
4. City water is approximately 1360 feet away on Montano Avenue.
(700 feet north of Homedole Road). 10. Street lighting will be provided.
5. Storm water runoff shall be retained on site and transported in grass 11. No improvements are proposed at this time along Homedole
swells along interior streets. Sand and Grease traps will be used to Road except for ntreet access. Home Owners Association will
treat storm water prior to onsite retention. participate in deferred improvements, on a shared basis, when
adjoining improvements are undertaken on Homedole Road.
lo� 1
SCALE: 1 "=100,
e�
;.''. , r.
Z
Boundary Line
Sign
Power Pole
-
E—
Guy Anchor
LP
Edge of Pavement
x
Existing Fence Line
i
Coniferous Tree
Shrub
- -
-
- -
Edge of Water
Subsurface Sewage Disposal
-J
Drainfield Not Permitted
2465-----.----
Existing Ground Contours
1' Interval
- —
—
— -
General Utility, Drainage, and
Irrigation Easement line:
12' wide - Adjacent to subdivision
boundary.
10' wide - Rear lot line adjacent
to streets.
5' Wide - Side lot lines unless
otherwise shown.
PRELIMINARY PLAT OF
PARADISE VIEW SUBDIVISION
PHASE I
A PORTION OF THE SW 1/4 OF SECTION 3
T.3N., R.3W., BM.
CANYON COUNTY, IDAHO
'zdr Fd^
J—U—B ENGINEERS, Inc.
Engineers Surveyors Planners
rJ U B k Idaho
Nampa,
)G ENGINEERS . SURVEYORS • PLANNERS
OF ACAD DWG. FILE 10687PP2 PLT. SC. 1 = 100
N H01/20/95/14r05.39 DES.SHYI DR. JDF I CK.SITY SHEET 1 OF 1
SCALE. 1"= 100' DATE 1994 DWG. No. N941214
9, L>7i wx l u i �. Mnt.r. 9 'I. ll 1 fri wtdv,Gl'tFl o rLt:Ftrkd� � •7f I �i �•$ .,�1.1 � �'�`.
...... ,. ...:. .. -�. .....F�.;.�.: ..;_: . n... _i..., : ,a_.,i',. a .. ... _..�.—.�... .. „T ._...... ... .. ... . �.�,. _._ , .v.. _,.. ., ,.� ..
T
31
1
9 10
S.89'00' 43"W. 659.89'
S.89'01 ' 00"W. 659.33'
VELOPMENT DATA
ZONE: "R-S-2"
AREA: 22.51 ACRES
NO. LOTS: 33
DENSITY: 1.47 LOTS CRE
MIN. LOT SIZE: 20,000 SQ. T.
it
N.89'00'43"E.
60.89'
S.57'44'37"E.
52.60'
retaining wall
6" headgate
S.5015'49"E.
IN
62.12'
c Ading 1
S• cone pipe —
VELOP
HARMON JOHNSON DON BRANDT
CHERRY LANE CONSTRUCTION BRANDT AGENCY
912 12th AVENUE SOUTH 203 11th AVENUE SOUTH
NAMPA, IDAHO 83651 NAMPA, IDAHO 83651
(208) 466-3600 (208) 466-7821
W'
EDGE OF WATER
33 34
T I.I v
PARADISE VIEW
SUBDIVISION
" II
10 —
4�'ySi
S.4214'23"E.
60.10'
12" conic. pipe
S.3 81.61' "E.
81.61
USTICK LF
I I
t
PROJECT
LOCATION
HOMEDALE F ROAD
S.34022'11 "E. au , r# �' yga
1625141
f11 a
54
li v s , ! 4
41
u%c
+. ��i ELLS 1 �',i
S.3n4'47"E w I
k,
t
104.16 �
S.54'09'52"E.
118.04'
S. 54'45' 39"E."'i`ta1-�R'vpb �#,b0 �tl 4 E' e
�€' r
S''41� I
"
S.45'40107.30,
27 E.
130.80'
J6;
pRAINFlELD RESTRICTION
-
�1 EDGE OF WATER s^�
0,795 94,Ft. 2 S.39'39'43"E.
o 47;575 Ft. 120.61'
"..,��. W w
Z W _ /'� S.0 2.63' E.
—12 pipe
N.89'01'00"E. 659.33'
NQ Its
1. All on site streets shown hereon shall be dedicated to the public
and shall be constructed to Caldwell City Standards,with curb and
gutter, and sidewalk.
2. Sewage disposal shall be by individual subsurface disposal systems.
No dry lines will be provided since, City of Caldwell has no plans
to extend sewer past Phyllis Canal.
3. The lots within this subdivision will be served by city water pending
agreement between the Developer and the City to extend water to
this area
4. City water is approximately 1360 feet away on Montana Avenue.
(700 feet north of Homedale Road).
5. Storm water runoff shall be retained on site and transported along
interior streets. Storm water will be retained in two on -site ponds.
6. Pressurized irrigation water shall be supplied through a separate
water system.
7. Subsurface sewage disposal systems are not permitted within 50'
of Phyllis Canal.
9. New electric, communications, and T.V. shall be installed
underground.
10. Street lighting will be provided.
11. Improvements along Homedale Road will include curb and gutter,
and sidewalk on North side only.
REVISED
LEGEND
- -
Boundary Line
Sign
-WIN
Power Pole
E--
Guy Anchor
EP
Edge of Pavement
i
x
Existing Fence Line
r-
Coniferous Tree
•
Shrub
- -
- - -
Edge of Water
"
Subsurface Sewage Disposal
Droinfield Not Permitted
'l 01
I. �{ _ .2455
Existing Ground Contours
1' Interval
—
— — -
General Utility, Drainage, and
Irrigation Easement line:
12' wide - Adjacent to subdivision
boundary.
10' wide - Rear lot line adjacent
to streets.
5' Wide - Side lot lines unless
otherwise shown.
4 / f�
l/
PRELIMINARY PLAT OF
PARADISE VIEW SUBDIVISION
PHASE 1
A PORTION OF THE SW 1/4 OF SECTION 3
T.3N., R.3W., Elk
ONA
CANYON COUNTY, IDAHO
F
�`S R J—U—B ENGINEERS, Inc.
Engineers Surveyors Planners
/tt/95o / _ice' Nampa, Idaho
P•T ENGINEERS •SURVEYORS •PLANNERS
6 OF `UoaC3 ACAD DWG. FILE 10687PP2 PLT. SC. 1 = 100
•� N• 3 02 95 0 I24:39 DES.SITY DR. JDF CK.SITY SHEET 1 OF 1
SCALF: 1"= 1�0' nATF n;71' 1004 inwr Ain MOA191A