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Vicinity Map
Seale. 1"-,000
Notes:
1. Post development storm water runoff from Caldwell's star
design duration shall be detained on site as required.
2 All interior streets are tc be dedicated as Public
Utility Easements. Interior streets will have rafted
curb and gutter.
3. Interior street lighting will be provided.
4. Fencing will be provided oround project
perimeter-jsee Fencing Plan)
5. irrigation will be provided by a separate private
irrigation system
6, Number of manufactured home spaces: 223
All spaces will meet or exceed all requirements
for single wide and/ar double wide manufactured
homes.
7. Number of common areas is 4
B. Number of blocks is 12
9. Area of proposed development is 136.83 Ac.
Density = 6.05 per Ac
10 Street names Shoff be approved by the City
Fire Marshall
11. Area required .for recreation use is 44600 s.f.
Proposed area for recreation use is ±50590 s.f.
Lot 70, Block 1 will serve as part of the adjacent
recreation area untll the entire development is
completed at which time it will revert bock to a
Manufactured Home Space.
12. Area required for R.V storage is 13380 s.f
Proposed area for R.V storage is E25288 s.f
13. Sidewalks and Parking:
Sidewalks on one side
Parking on one side
R
40' I
+
1• Shc
Y ` free
Fri
Grass
20.5' •I` +I Y
�j�1Yjl W
'Landscap
sement
fence
-
1 Sidewalk
10' utility- �+
Easemen t
Typical Landscaping Lake Area & Ustkk Rd. Frontage
(See Landscaping Plan)
Not To Scale
8 * I DATE
TIMBERLAND ESTATES
i
A PART' OF GOV'T LOT 4, SW 114 NW 114, SEC.
1, T 3 N, R 3 W, B.M.
CALDWELL, CANYON COUNTY,
iDAHO
aN6
✓-levelond
t/1ti Gar.
Se
Sec '
LEGEND
�'...-�'..
NW /7rs Car
w
I
T
�
- Existing City of Caldwell
- Sec. 1
- N 89 12 32
n
®
Exist.
Power Pale
Found brass/aluminum cap monument
Sonitory sewer stub out
23.00
Vl^
®
Exist.
Wafer Valve
Set brass/aluminum cap monument
West side of Cleveland Blvd
Q
Z
Exist.
Gas Valve/Box
0
Set 5/8 inch did. x 30 inch iron pin w/yellow cap
Gov't Lot 3
w I
(D
Exist.
Telephone Pedestal/Box
in
z - - _
-
Exist.
Water Main
Q
Found 5/8 inch dia. iron pin
I ti
Fire Hydrant
•
Set 1/2 inch dia. x 24 inch iron pin w/yellow cap
I
�
c
:•
Landscaping
o Found '1/2 inch dia, iron pin
`
+�_
Tree
G Set PK nail w/washer
o
Found 1/2" iron pin - N 89' 12' 32" E ' 4 O7
Direction of Drainage. Flow
Property Boundry Line
I�
reset with 5/8"iron pin 3.51 o. -
z
Street light Location
( ) Record data
Scale r"=2o' o
I U *
Record data
1c---� Exist. Fence to be Removea
>, E >,
Exist. Ground Contour 2422-_J.-
Finish Grade Contour
I w 1/16 Car U U Q
36 \ "� I NW 1/16 Cor.
N 43' 31' 48" W
j Exist Field Rood 34.30 Sec 1
1 � r
I u,�
City I
m Clty, I
R-3: 1
I '
II
Exist, 8"m11 Io5'I '
Domestic Water i
II
25' Easement -•-- �-
I I I
1 I I
LW
VO I I
.V'O�
Exis t I
Trees
w.
I 1 „J
1
oc
e UI I
h I
� 25
Uu i
1
City ! '
R-3-
-rl------- - - ---�
City
C-2 i1 I
I I Exist Telephone Box
25' Rood ' Easement � M
+ L -// 1239.73) - -- 01
_ 36� 1 _23_9.79 1
35 2_ N 0' 30' 05" E
v r'
Exist Conc.
Gas Box
UU IUCC
Curb & Gutter
-- -_- 37' 20' X 20'
47
I� ---Paved P:ar,_ing
Back to Bock 90
of Curb • r Y + - Y
10' X 20' - Y • Shane Gross
Y Conc.. Patio tree +.
36' - + - ° 23'
Face to Face I + • �� Y 4' X 8' Conc.
of Curb + Y Sharoge Pod
--•34'- lyrical Manufactured Home 10' i
I+ Single Wide 14' X 70'
33' Y Y r
Asphalt Width I• + 8 r
I ; --5 Utility Telephone &
Easement power
(•34' of Surfaced Roadway
Ordnance Sec. 10-05-04(5--B))
.*Note: All single wide lots are 45' wide or greater with the
exception of Lot , Block 9 which varies in width
because of the lots curvature, nowever, this lot
meets. all ordinonce requirements.
T)p1cd Sbtgle Wide Manufactured Home Space
- Not To Scale -- -
+� -Curt, & G'utter
-- 47' -- 20' X 20
Paved Parking
37 3
Back to Bock 9Q
of Curb •. Y r • Shad® • + +
r • tree i` i r + -4' X 8' Conc.
Storage Pad
36 Y Y Y
Face to Foes � +
of Curb Cancrete Pati{, v
r 10'.X -0'
t Double Wide + r '+';
---,34•- I Y (vpical Manufactured Home +
1 Gross 28' X 60' 10'
3t Width II ; Y r r7'V Y Y
Asphalt Width t
��--5' Utility Telephone &
Easement power
(-34' of Surfaced Roodwov
Ordnance Sec. }0-05-04(5-B))
Typkd Double 1Mde Manufactured Home Space
Not To tale
- (294-,00)
29_3.8_5
_N 0' 29' 43� E - -
y DATE DESCKi
10-14--97 General Revisions
10-15-97 Revised os per Cityof
10--17-97 Adjust Lots & Roads
11-03-97 General Revisions
<<^418 Orr
tp "•-4
2416 5
rY�..- 4
�1
01 3
Iv 2
S 89' 52' 44" E 1
34.93 7y
V'
135. X) ° 1
497.76 _ _ 146.t
N 0' 29' 20" E 643.76
rasa nrrl
Gov't Lot 4
lc; 3G:J
a _
O1I
2' Wi T $
001
85.0
.04
0
' d 17
�
1F1Z10
o
12 16
15
--E T ..-- asow
W.C. 15' Easterly
C 1/4 Car Sec. 1
v
LU
�v
00
0
oc
0
m
2
N
N..
_S 0' 23' 46'" W 1.31 ti 17 - -- - - - - - -
` S 1' 13' 17" W f.;iR7n-T----------------
t 16639 s. f n 92 y 5°�
> N 0' 28' 01 " F-
137.03 /
CW 1/16 Car.
Sec. 1
,"i`- 42.00
1
1 Exist. .Conc.
_ Irr. Structure
Exist. Field
Drainage Ditch
Fxist, Read
2420
j 2418
1"O1
1
Exist.-6'0 PVC
00
In
1
1
2416
1
1 3
of
50'
m
m,
rr,
~ / /
5, o 7 58 e� 5
6 °� 59
I
o
61 Ir 60 ° ` "o �' ' � Wilson Drain
7� 5 50' Easement
5 G� 62 °
�1Om 63.1
65m 64 go, ^ I
` N
2$
°°
SW 1/4 NW 1/4
r
- Exist. Field
Drainage Ditch
937 96-� .r.._40 55-' w� N p 30' 0206 & E W 167311w 7/2.14 2�
_ _ Lake Ave.
W ........, l - 0' 28' 40 39:51 0 N- - - - - - -
4W R.n W I - C 2> Land "ape / 43' 21' 50" W
40' Road J N 1/t6 Cor. -j I Eaaemenr (typ) L-N 43' 21' :;0" W 69.03 N 0° %'8' 40" E 1323.06
N 0' 30' 05'" E 1383.76 Exist Fire Hydrort _ Right -of -Way Sec i & 2 Q- X 141.43
NOTE: Ch Exist. Fire Hydrant
12"0 Gravity Sewer wilt begin at e:+�ist: 16"0 sewear stub at 6L
Cleveland Blvd.. and 38th Ave.. and will .parallel the Wilson Drain E" Exist Field
onto project. I Drain.-
i >.E,
(J � � g C)
L t°JGNED B ' _ CLIENT: DRAWING TITLE: �Vy
irements G, K'Mh9 09 - 2_97 Pocific Develmmen t Inc.
RAWN 81': Timberiond Estates
280 E. Corporate Dr. Ste. 21
1 H "KED `n Meridian, ID 83642 Preliminary Site Plan
Fo
/+PPV'D 8 f. 88v -6978 �j _
I
i
1 i
983.57
W 1/4 Car.
Sec. 1 & 2
This Document, and the Concepts, ideas and Design incorporated
heroin are an instrument of professional services and are the
Property of Earl & Associates, inc., therefore they are not to be
used in whole or part for any other project without the express
Written Authorization of Earl & Associates, Inc.
JOB NO, SE0897
a �3C a DWG NO. SE089701
Surveyors, Engineers & Planners
SCALE: 1 "= 100'
314 Badiola St. 0 Caldwell, ID REV.
(208) 454-0256 FIELD BOOK NO. SHEET NO.
(208) 4,54-0979 Fax