sp-1220gi
AUDITOR I S CER TIFICA TE
Filed f or o --- 2007-
:.. on a
k k'
Examined and approved this day of , 2002
a
77 J
Existing Utility
Easement
Doc, No. 469555A
—Front Yard Setback
—Utility Easement
— Border Easement
466.47
S orely ano WelTare oT the n'u 11C. NO Te or p riaon znereo will De consTruciea wimin sa l a easemenr wim u L V1 VIV OP UKUTle
County Engineer, nor will any obj be placed in said easement that would obstruct the sight distance necessary for safe and efficient
vehicular movements Any other easements granted or dedicated within this Border easement area will be subordinate to the rights created
by this easement, and care subject to Spokane County Engineers permit process prior to usage A CKNO WLED GMENT
The public water system, pursuant to the Water Plan approved by County and State Health authorities, the local fire district,
P . : 11111 1'l11 fill ItIt [if 11111]N t�t 11611F� It l �li El"ttt
M i c hael Walker
Execu tive Committee Investments, L.L.C.
JUAF
I S County Engineer
Examined and approved this day of 20OZ
•
dated this day of ,200
S pokane County Tres
EqUIPMENT & PRO'7 U RE
A Nikon DTM-1 Total Station, and a Field Traverse
were used for this Survey,
LEGEND
0 = Set #4 rebar with Plastic Cap
m arked L.S. L. . 967
THE SE1 a OF THE SW 1/4
Charles E. Simpson P.E. & L.S. 9967
13 56,dw 03/10/ 12:43140 PM FPM PST
or construction contemplated within the proposed RID are feasible (2) that the ben efits to be derived from the formation of the RID by the property included therein,
138.99 '31 #57a:
together with the amount of any County participation, exceed the cost and expense of formation of the RID, and 3 that the property within the
'
138.
proposed RID is sufficiently developed; Provided, themselves, their heirs, grantees, assigns and :successors shall retain the right,as
authorized under ROY` 36.68.090, to object to any assessment(s) o n the property as a result of the improvements c for in conjunction w ith
the formation of an RID by either petition of resolution method under Chapter 36.83 RC W, and to appeal o the Superior Court the decision
5`
!
of the Board of County Commissioners affirming the final assessment roll; provided further, it is recognized that tactual assessmets may
vary from assessment estimate so long as they do not exceed a figure equal to the increased true and fair value improvements adds) to
3 , 12,231 SQ «FT.
the property.
3410 N. Chick
ON V6'
It is further acknowledged and agreed that at such time as an RID is created or any County Rood Improvement project is authorized by
Spokane County, the improvements required shall be at the sole expense of owner(s) of property within the RID or served by the
Q r-,
improvements without any monetary participation by Spokane County.
o
1
N89 '31'5 7 t$ 0
The RID waiver contained in this agreement shall expire rafter ten 10 years from the date of execution below. This provision is applicable
to Liberty Avenue and Dick Road.
13 «9 _-J l
LU
Th property owners within this Plot shall be held responsible for keeping open and maintaining the surface path of natural or mars—
I
m ade drainage flow over and across their respective properties. If the property owner(s) fails to maintain the surface path of
LO
< CL
natural or man—made drainage flow, or the drainage swole, a notice of such failure mo be given to the property owners . if not corrected
LO
�
I �
Cn
o-
within the period indicated on said nonce, Spokane County has the right to correct the maintenance failur or have it corrected, at the
1 "
TRACT
expense of the property owner.
C)
0
1
18,144 SQ. FT.
Th ere may exist properties located uphill and adjacent to this subdivision which periodically discharge storm water runoff o
{1 E. Liberty
individual lots within this plat. Runoff from nearby uphill properties should a expected, and during snow melt periods car wet
se asons the lots may be subject to higher amounts of storm water runoff that is normally o bs e rved or anticipated. Because
10'
A=90'00'47"
storm water runoff from adjacent properties have discharged onto this pleat prior to development, storm water runoff will likely
13
continue to do so after development. It 1s the responsibility of the individ lot owners to m aintain existing surface paths of runoff
/=20.00
through their respective lots and to grade the lo in accordance with a rules and regulations, so as to p reve nt prop
g pia 9 p p p y
25-
30
_ , ' L -31.4
damage.
Any building that is constructed on a lot in this Flat shall be set at such on elevation so as to provide positive drainage away from
�
any drainag entry paint to the building (including but not lim to a window well, a window unpro by a window well, or a
- ____ _._. =' =J
doorw ). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet
119.t�2
from the building.The lots shall be graded so that either sa tin runoff is round away from the 'building, and conveyed over the lot to
11 9.02 N 9 '28'52 "W
a
77 J
Existing Utility
Easement
Doc, No. 469555A
—Front Yard Setback
—Utility Easement
— Border Easement
466.47
S orely ano WelTare oT the n'u 11C. NO Te or p riaon znereo will De consTruciea wimin sa l a easemenr wim u L V1 VIV OP UKUTle
County Engineer, nor will any obj be placed in said easement that would obstruct the sight distance necessary for safe and efficient
vehicular movements Any other easements granted or dedicated within this Border easement area will be subordinate to the rights created
by this easement, and care subject to Spokane County Engineers permit process prior to usage A CKNO WLED GMENT
The public water system, pursuant to the Water Plan approved by County and State Health authorities, the local fire district,
P . : 11111 1'l11 fill ItIt [if 11111]N t�t 11611F� It l �li El"ttt
M i c hael Walker
Execu tive Committee Investments, L.L.C.
JUAF
I S County Engineer
Examined and approved this day of 20OZ
•
dated this day of ,200
S pokane County Tres
EqUIPMENT & PRO'7 U RE
A Nikon DTM-1 Total Station, and a Field Traverse
were used for this Survey,
LEGEND
0 = Set #4 rebar with Plastic Cap
m arked L.S. L. . 967
THE SE1 a OF THE SW 1/4
Charles E. Simpson P.E. & L.S. 9967
13 56,dw 03/10/ 12:43140 PM FPM PST