PE-984-75 r
AGENDA, NOVEMBER 14, 1975 TELEPHONE NO.: 456 -2274
SPOKANE COUNTY PLANNING COMMISSION
Time: Friday, November 14, 1975, 9:30 A.M.
Place: Commissioners' Assembly Room, County Court House
PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING
4. PE- 984 -75, Darcy Estates
ZE- 74 -75, Agricultural to Single F amily Residential (R -1)
a.
Location:
Section 33, Township 25 N., Range 44, E.W.M.
The West 409.58 feet of the North 531.8 feet of the
South 561.8 feet of the SW 1/4 of Section 33.
b.
Sponsor:
Joseph G. Ward
South 813 Pines Road
Spokane, Washington 99206
C.
Engineers:
Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, Washington 99206
d.
Site Size;
5 acres
e.
Number of Lots:
8
f.
Land use proposed by sponsor: Single family dwellings
g.
Advertised Zone Upgrading:
Single Family Residential (R -1)
h.
Existing Zoning:
Agricultural, established April 11, 1967
i.
Water Source:
Washington Water Power Company
j.
School District:
Central Valley School District
A
KIaQTia
4
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4�
e
.�e� I l or ors or
COLIN7 ENGINEER
ROBERT S. TURNER
COUNTY ENGINEER
_ : +nn. rv�r. wuar Novsc
Clarence E. Simpson, Engineers Inc.
N. 909 Argonne Rd.
Spokane, WA 99206
SR'CD - N1 VIH qW-. -*5NRW GW0ZT 519201
February 4, 1916
Re: Darcy Estates PE 984
Pondra East PE 988
Attention: Mr. Richard Simpson
Gentlemen:
0
Enclosed are the bond fora and specifications for road construction in
the Darcy Estates plat. Also enclosed are specifications and sample form
for a savings account assignment to be used for the road in the plat of
Pondra East.
We have established the bond amounts as follows:
Pondra East $1,000.00
Darcy Estates $4,000.00
When your clients have properly executed these documents, return them to
me for approval and filing. If you have any questions please call at
456 -3600.
Yours very truly,
Robert S. Turner, Y.E.
Spokane County Engineer
Gerald D. Fasgai, L.S.
Plat Supervisor
sp
Enclosures: 1 Bond
2 Specs
1 Savings Form
SPOKANE COUNTY ENGINEER
ROAD DEPARTMENT
SUBDIVISION SECTION
TO: Charles L. Huggins, Director of Planning
FROM: Robert S. Turner, County Engineer
SUBJECT: Standard Plat Conditions
We recommend approval of the plat of PE- 984 -75 Dar
subject to the following conditions:
Estates
DATE: October 27, 1975
that conditional approval of the plat is given subject to dedication of Right of
Way to the public and approval of the road system in the plat by the County Engineer;
that plans, profiles, and cross sections showing proposed street centerline and curb
grades be submitted to the County Engineer for approval prior to construction and
the filing of a final plat;
that drainage plans and design' calculations showing the grades and alignment of drain-
age facilities be submitted to the County Engineer for approval prior to construction
and the filing of a final plat;
construction within the proposed public streets and easements shall be performed
under the direct supervision of a licensed land surveyor, who shall be responsible
for perpetuating all evidence of the location of survey monuments which may be
disturbed during construction and who shall furnish the County Engineer with "As
Built" plans and a certificate in writing that all improvements were installed to
the lines and grades shown on the approved construction plans and.that all disturbed
monuments have been replaced;
no construction work is to be performed within the Public Right of Way until a permit
has been issued by the County Engineer. All work is subject to inspection and approval
by the County Engineer;
all construction within the Public Right of Way is to be completed prior to filing
the final plat or a bond in the amount estimated by the County Engineer to cover the
cost of construction of improvements, construction certification, "As Built" plans,
and monumenting the street centerlines shall be filed with the County Engineer.
that the developer dedicate additional right of way for 44th Avenue to allow
transition of the roadway to a wider section at the plat of Forest: Meadows.
JM /sp
ti
MINUTES
NOVEMBER 14, 1975
PRELIMINARY SUBDIVISION AND Z ONE Cl:i SIFICATION UPGRADING
PE- 984 -75 - DARCY ESTATES: WARD
ZE- 74 -75 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1)
Planning Commission Recommendation: Approve subject to the following
c onditions: (Vote was unanimous.)
A. CONDITIONS:
1. That the plat be designed as indicated on the preliminary plat of record
and /or attached sheets as noted to coordinate the shape of lots in this
plat with the proposed plat to the North.
2. That a statement be placed in the dedication to the effect that no more
than one dwelling structure be placed on any one lot, nor shall any lot
be further subdivided for the purposes of creating additional lots or
building sites without filing a replat.
3. That the plat provide for right of way width for streets as indicated on the
preliminary plat of record.
4. That appropriate provision bo made that the following described property
be held in trust until the continuation of the streets be dedicated or
deeded: A 1' strip at the ends or edges of all streets that terminate or
border the plat boundary. (Temporary cul de sacs are required when
streets terminate at the plat boundarLeS.)
5. That appropriate street names be inc'.icatcd.
6. That appropriate utility easements bc, indicated on copies of the approved
preliminary plat for distribution to the Planning Department and the utility
companies. Written approval of the easements by the utility company
must be received prior to the submittal of the final plat.
7. That a plan for water facilities adequate for fire protection be approved
by the water supplier and fire protection district. Said water plan must
also have been approved by the appropriate health authorities. The
health authorities, water supplier, (purveyor) and fire protection district
will certify, prior to the filing of the final plat, on the face of said -rater
plan that the plan is in conformance with their requirements and will
adequately satisfy their respective needs. Said water plan and certifi-
cation will be drafted on a transpar�:ncy suitable for reproduction.
(Copt' d)
-11-
PE- 984 -75 - DARCY ESTATES (Cont'd)
The water supplier (purveyor) will also certify prior to the filing of the
final plat on a copy of said water plan that appropriate contractual
arrangements have boon made with the plat sponsor for construction of
the water system, in accordance with the approved plan, and in accord-
ance with a time schedule. The time schedule will provide, in any case,
for completion of the water system and inspection by the appropriate
health authorities prior to application for building permits within the plat
The contractual arrangements will include a provision holding Spokane
County and the water supplier (purveyor) harmless from claims by any lot
purchaser refused a building permit due to the failure of the plat sponsor
to satisfactorily complete the approved water system.
The plat dedication will contain a statemer:t to the effect that the public
water system as approved by County and State Health authorities and the
local fire district and water supplier (purveyor) will be installed within
this plat, and the subdivider will provide for individual service to each
lot prior to sale of each lot.
NOTE: The Spokane County Health District has determined that the soil
conditions in the plat are suitable for on -site sewage disposal
systems on each lot.
8. That a certificate of title be furnished the Planning Commission prior to
the filing of the final plat.
9. That the preliminary plat be given conditional approval to December 1,
1976.
10. That streets be improved to standards established by Spokane County
or a bond to cover the cost of such improvements be furnished the Countv
Engineer. The bond may also cover the cost of "as built" plans, engineer-
ing costs, and placing of the final center line monuments,
11. That profiles of streets, cross sections, proposed grades, and drai ge .
plan of the plat be submitt9d and approved by the County Enginee: and
by the Planning Director before the final plat is drawn. Prior to accep-
tance of the improvements or release of bonds, a certificate by a regis-
tered civil engineer or licensed land surveyor will be required indicating
that all improvements have been installed to the lines and grades shown.
on the approved construction plans.
12. Conditional approval of the plat is cii Ten subject to dedication of the
right of way to the public and appro rz 1 of the road system in the plat
by the County Engineer. Some addi. is aal right of way may be required r,
en 44th Avenue to provide for the ccit :tment in the location of improve-
ments in 44th Avenue for better acco s to the lots on the south side of the
street.
(Copt' d)
-.12-
PE- 984 -75 - DARCY ESTATES (Cont'd)
13. That a name be indicated before the final plat is filed; such name to be
approved by the County Assessor and the Planning staff.
ENVIRONMENTAL ASSESSMENT
At the time of the hearing of this proposed subdivision, consideration will
have been given to (1) the public use and interest proposed to be served by
the establishment of the subdivision and dedication 62CW" 58. 17.110) and
(2) those elements necessary to determine the existence or non - existence
of a major action with significant effects on the environment. The Planning
Commission, at this time, recommends to the Board of County Commissioners
that this application as presented will have no significant effects on the
environment provided that the above conditions attached to the preliminary
plat of record are met.
ZONING RECOMMENDATION
Planning Commission Recommendation: Approve Darcy Estates as indicated
on the preliminary plat of record to the Single Family Residential (R-1) Zone
classification upon filing of the final plat
ANALYSIS
1. The lots in Darcy Estates have boon designed to accommodate single -
family residences, i.e., All of the lots would have at least 80 feet of
frontage and 10, 000 square feet of area.
2. The plat is situated within the Ponderosa neighborhood. The Commission
has been upgrading similar sized lot developments in the area to the
Single Family Residential classification.
3. The Single Family Residential Zone -rohlbits duplexes, animal keeping
other than household pets, mobile homes, and home occupations.
B. GENERAL DATA:
1. Location: Section 33, Township 25 N., Range 44,EWM
The West 409.58 feet of the North 531.8
feet of the South 561.8 feet of the SW 1/4
of Section 33.
2. Sponsor: Joseph G. Ward
South 813 Pines Road
Spokane, WA 99206
-13-
(C ont' d)
:I
r
P E- 984 -75 - MRCY ESTATES (Cont'd)
3. Engineers:
4. Site Size:
5. Number of Lots:
6. Land use proposed by sponsor:
7. Advertised Zone Upgrdding:
8. Existing Zoning:
9. Water Source:
10. School District:
Clarence E. Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99206
5 acres
8
Single family dwellings
Single Family Residential (R -1)
Agricultural, established April 11, 1967
Washington Water Power Company
Central Valley School District
-14-
MINUTES
NOVEMBER 14, 1975
PRELIMINARY SUBDIVISION AND Z ONE CL UPGRADING
PE- 984 -75 - DARCY ESTATES: W, ".RD
ZE- 74 -75 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1)
Planning Commission Recommendation: Approve subject to the following
conditions: (Vote was unanimous.)
A. CONDITIONS:
1. That the plat be designed as indicated on the preliminary plat of record
and /or attached sheets as noted to coordinate the shape of lots in this
plat with the proposed plat to the North.
2. That a statement be placed in the dedication to the effect that no more
than one dwelling structure be placed on any one lot, nor shall any lot
be further subdivided for the purposes of creating additional lots or
building sites without filing a replat.
3. That the plat provide for right of way width for streets as indicated on the
preliminary plat of record.
4. That appropriate provision be made that the following described property
be held in trust until the continuation of the streets be dedicated or
deeded: A 1' strip at the ends or edges of all streets that terminate or
border the plat boundary. (Temporary cul de sacs are required when
streets terminate at the plat boundaries.)
5. That appropriate street names be indicated.
6. That appropriate utility easements be indicated on copies of the approved
preliminary plat for distribution to the Planning Department and the utility
companies. Written approval of the easements by the utility company
must be received prior to the submittal of the final plat.
7. That a plan for water facilities adequate for fire protection be approved
by the water supplier and fire protection district. Said water plan must
also have been approved by the appropriate health authorities. The
health authorities, water supplier, (purveyor) and fire protection district
will certify, prior to the filing of the final plr:t, on the face of said eater
plan that the plan is in conformance with th(Ar requirements and will
adequately satisfy their respective nerds. Said water plan and certifi-
cation will be drafted on a transpar.!ncy suitable for reproduction.
(Cont'd)
-11-
PE- 984 -75 - DARCY ESTATES (Cont'd)
The water supplier (purveyor) will also certify prior to the filing of the
final plat on a copy of said water plan that appropriate contractual
arrangements havo been made with the plat sponsor for construction of
the water system, in accordance with the approved plan, and in accord-
ance with a time schedule. The time schedule will provide, in any case,
for completion of the water system and inspection by the appropriate
health authorities prior to application for building permits within the plat.
The contractual arrangements will include a provision holding Spokane
County and the water supplier (purveyor) harmless from claims by any lot
purchaser refused a building permit due to the failure of the plat sponsor
to satisfactorily complete the approved water system.
The plat dedication will contain a statement to the effect that the public
water system as approved by County and State Health authorities and the
local fire district and water supplier (purveyor) will be installed within
this plat, and the subdivider will provide for individual service to each
lot prior to sale of each lot.
NOTE: The Spokane County Health District has determined that the soil
conditions in the plat are suitable for on -site sewage disposal
systems on each lot.
8. That a certificate of title be furnished the Planning Commission prior to
the filing of the final plat.
9. That the preliminary plat be given conditional approval to December 1,
1976.
10. That streets be improved to standards established by Spokane County
or a bond to cover the cost of such improvements be furnished the County
Engineer. The bond may also cover t : cost of "as built" plans, engineer-
ing costs, and placing of the final canter line monuments.
11. That profiles of streets, cross sections, proposed grades, and drainage
plan of the plat be submitted and approved by the County Engineer and
by the Planning Director before the final plat is drawn. Prior to accep-
tance of the improvements or release of bonds, a certificate by a regis-
tered civil engineer or licensed land surveyor will be required indicating
that all improvements have been installed to the lines and grades shown ,
on the approved construction plans.
12. Conditional approval of the plat is given subject to dedication of the
right of way to the public and apprcval of the road system in the plat
by the County Engineer. Some addi - lc aal rfght of way may be required
do 44th Avenue to provide for the a: jc cement in the location of improve-
ments in 44th Avenue for better acco :!s to the lots on the south side of the
street.
(Cont'd)
-.12-
PE- 984 -75 - DARCY ESTATES (Cont'd)
13. That a name be indicated before the final plat is filed; such name to be
approved by the County Assessor and the Planning staff.
ENVIRONMENTAL ASSESSMENT
At the time of the hearing of this proposed subdivision, consideration will
have been given to (1) the public use and interest proposed to be served by
the establishment of the subdivision and dedication 41CW 58.17.110) and
(2) those elements necessary to determine the existence or non - existence
of a major action with significant effects on the environment. The Planning
Commission, at this time, recommends to the Board of County Commissioners
that this application as presented will have no significant effects on the
environment provided that the above conditions attached to the preliminary
plat of record are met.
ZONING RECOMMENDATION
Planning Commission Recommendation: Approve Darcy Estates as indicated
on the preliminary plat of record to the Single Family Residential (R-1) Zone
classification upon filing of the final plat
ANALYSIS
1. The lots in Darcy Estates have been designed to accommodate single -
family residences. i.e., All of the lots would have at least 80 feet of
frontage and 10, 000 square feet of area.
2. The plat is situated within the Ponderosa neighborhood. The Commissicn
has been upgrading similar sized lot developments in the area to the
Single Family Residential classification.
3. The Single Family Residential Zone .- , ohibits duplexes, animal keeping
other than household pets, mobile homes, and home occupations.
B. GENERAI, DATA:
1. Location: Section 33, Township 25 N., Range 44,EWN
The West 409.58 feet of the North 531.8
feet of the South 561.8 feet of the SW 1/4
of Section 33.
2.' Sponsor: Joseph G. Ward
South 313 Pines Road
Sp:)kar e, WA 99206
-13-
(C ont' d)
PE- 984 -75 - DARCY ESTATES (Cont'd)
3. Engineers:
4. Site Size:
5. Number of Lots:
6. Land use proposed by sponsor:
7. Advertised Zone Upgrading:
8. Existing Zoning:
9. Water Source:
10. School District:
Clarence E. Simpson Engineers, Inc.
N:,)rth 909 Argonne Road
Spokane, WA 99206
5 acres
8
Single family dwellings
Single Family Residential (R -1)
Agricultural, established April 11, 1967
Washington Water Power Company
Central Valley School District
e
-14-
TRAVERSE ANALYSIS OF DARCY ESTATES C9 9 S
SURVEYOR: CLARENCE E,SIMPSON
N909 ARGONNE RD
SPOKANE WA 99206
CHECKED BY: GERALD D MASGAI LS
DATE: 09/22/76
1 - - -- LATITUDES - - - -I I - -- DEPARTURES - - - -1
BLCK LOT BEARING DISTANCE N O R T H S O U T H E A S T W E S T
1
PLA
;:BORY
N
1
52
2,4W
56 1.800
561.5
1
6.251
18.365
SL
PLAT
BDRY
N
89
22
26E
409.580
4.476
89
409.556
,. SL
-
PLAT
BDRY
S
1
52
24E
561.80C
63.232
561.500
18.365
N,57
1'.
PLAT
BDRY
S
89
22
26W
409.580
1
4.476
S
409.556
-
24E
251.160
251.160
251.026
6.210
+CURVE:,
+CURVE:
565.975 %
°565.975
427.921
427.921
€
RADIUS -
251.160 LENGTH
= 242.866
TANGENT =
131.872
1
SL
AREA =
230048.
SO FT t
5.28 ACRES)
20.000
19.989
0.654
S9C8,
20
0.'354
19.985
+CURVE:
DELTA'
0 7,
LENGTH_
1 ".41
1
CL
N
1
52
24W
236.776
236.643
7.74C
1,
CL
N,89
22
26E
25:010
0.27?
350.093
25.009
301.433
301.425
1
CL
N
89
22
26E
323.170
3.531
4381C.
323.151
ACRES)
1
CL
S
32'43
23W
20.960
17.634
11.331
1
CL
S
32
43
23W
112.470
94.62C
60.799
1'
CL
N
>,57
16;
"37W
276.160
149.286
232.332
1
CL
- S
1
52
24E
276.160
276.012
9.028
+CURVE:
DELTA =
5524
13
RADIUS = 276.160 LENGTH
= 267.040
TANGENT
= 144.998
1
CL
S
88
'7
-
36W
45.00C
--
1.471
44.976
------- --
339.735
- - -- - -- ---
385.737
--- ---
357.187
--- -- - ---
'357.177
__...__...; _,_:.,:
_•..,>
AREA =,
59815.
SO FT (
1.37 ACRES)
1
SL
N
1
52
24W
191.230
191.128
1
6.251
1
SL
N
89
22
26E
293.240
3.204
.1
293.222 -
89
1
,. SL
S
32.43
95.994
23W
116.970
S
98.406
52
63.232
1'
SL,
N,57
1'.
16,37W
N
251.160
135.772
25W
251.160
211.299
1
SL
S
1
52
24E
251.160
251.160
251.026
6.210
+CURVE:,
+CURVE:
DELTA =
134
8
55
24
13
RADIUS -
251.160 LENGTH
= 242.866
TANGENT =
131.872
1
SL
N
1
52
24W
20.000
19.989
0.654
S9C8,
20
0.'354
19.985
+CURVE:
DELTA'
0 7,
LENGTH_
1 ".41
TANGENT =
20.000
350.093
350.086
301.433
301.425
AREA =
4381C.
SO FT ( 1.01
ACRES)
1
1
N
1
52
24W
191.23C
191.128
6.251
1
.1
N
89
22
26E
100.000
1.093
95.994
1
1
S
1
52
24E
195.980
195.875
6.407
1'.
1
N
20
26
25W
251.160
235.34E
87.713
1
1
S
1
52.24E
251.160
251.026
6.21C
+CURVE:,
DELTA`=
134
8
1 ,
RADIUS = "251.160
LENGTH = . 81.389
TANGENT = 41.055
1 I N 1 52 24W 2C.000 19.989 0.654
1 1 S 88 7 36W 20.000 C.654 19.989
+CURVE: DELTA = 90 C 0 RADIUS = 20.000 LENGTH = 31.41E TANGENT = 2C.00C
--- - - -- -- -- - - - - - -- --- -- - --- --- -- ----
447.556, 447.555 114.411 114.607
AREA = 20578. SO FT ( 0.47 ACRES)
{
SL
N
1
52
24W
221.000
220.882
7.224
2
SL
1 "',
2
N
1
52
24W
195:980,
195.875'
2,
6.407
N
1
2
N
89
22
26E
170.190
1.860
+CURVE:,
170.180
=;
90
1
2
N
89
22
26E
23.050
0.252
SL
23.049
1
52
1
2
S
32
43
23W
41.930
SL
35.275
57
22.66E
37E
1
2
S
32
43
23W
75.040
=
63.131
24
40.565
RADIUS =
1
2
N
57
16
37W
251.160
135.772
43
234
211.299
63.139
1
2
S
20
26
25E
251.160
43
235.34E
87:713
62.954
+CURVE=
DELTA
=
36
50
12
RADIUS =
251.160 LENGTH
= 161.47E
" TANGENT
= 83.639
54.477
2
SL
S
1
52
24E
333.759
333.752
280.941
26C.937
2
SL
S
89
22
26W
39C.01C
AREA =
23232.
SO FT t
0.53 ACRES)
E
SL
N
0
37
34W
20.000
19.999
0.219
2
SL
2
CL
N
1
52
24W
325.CG0
324.82E
19.989
+CURVE:
10.624
=
2
CL
N
88
7
36E
45.000
1.471
44.976
2
CL
.N
1
52
24W
276.160
276.012
-
9.028
s
2
CL
.,S
57
16
37E
,276.160
149.286''
232.332
1
" - CURVE:
DELTA
=,
55
24'13'
'
RADIUS' =`
276.160 LENGTH
= 267.040
TANGENT
= 144.998
2
CL ,.N
32
43
23E
112.470
94.620
60.799
2
CL
N
32
43
23E
20.960
17.634
11.331
2
CL
N
89
22
26E
29.93C
0.327
29.928
2:
CL.,,
N
89,
22,26E.,
56.480
0.617
54.477
2
CL
S'
1
52
24E
561.800
561.500
IE.365
2
CL
S
89
22
26W
4 09:58 0
4.476
409'.556
2
CL
S
89
26
30W
25.000
0.244
24.999
--- - -- - -- ---
715.508
- - -- -- ---
715.505
- - -- --
454.207
--- - - -- --
454.2CE
-.... _.
_,.
AREA =
184277:
,SQ FT t
4.23 ACRES)
2
SL
N
1
52
24W
221.000
220.882
7.224
2
SL
N
88
7
36E
20.000
C.654
19.(;89
2,
SL
N
1
52
24W
20.000
19.989
0.654
+CURVE:,
DELTA
=;
90
0
0
RADIUS =
20.000 LENGTH
= 31.416
TANGENT =
20.000
2
SL
N
1
52
24W
301.160
300.999
9.845
2
SL
S
57
16
37E
301.160
162.801
253.364
-CURVE:
DELTA
=
55
24
13
RADIUS =
301.160 LENGTH
= 291.214
TANGENT =
158.125
2
SL
N
32
43
234
75.050
63.139
40.570
2
SL
N
32
43
23E
74.830
62.954
40.452
2
S L
N
89
22
26E
56.480
0.617
54.477
2
SL
S
1
52
24E
521.800
521.521
17.058
2
SL
S
89
22
26W
39C.01C
4.262
389.987
2
SL
N
0
37
34W
20.000
19.999
0.219
2
SL
S
68
7
36W
20.000
C. "654
19.989
+CURVE:
DELTA
=
88
45
10
RADIUS =
20.000" LENGTH
= 30.981
TANGENT =
19.569
AREA = 148578. SO FT t 3.41 ACRES)
2
1
N
50
10 47W
220.430
141.159
165.303
2
1
N
50
10 47W
301.160
192.857
231.308
2
1
S
57
16 37E
301.160
162.801
252.364
- CURVE=
DELTA
=
7
5 50
RADIUS =
301.160 LENGTH = 37.305
TANGENT = 18.676
n 2
1
N
32
43 23E
75.050
63.139
40.570
2
1
N
32
43 23E
74.830
6 2.954
4C. 452
2
1
N
89
22 2 E
56.48Q
OTil7
5E.477
2
1
S
1
52 24E
298.080
297.921
--- - - - - -- -- - ---- -- --
9.744
--- ---- --- -- -- --
AREA 28722. SG fT 1''0.66 ACRES)
C
L
IY
LV
LJ
/JT
1JG.TJV
1TV.11G
5
"'
UT.JJ1 '
2
2
N
26
23
55W
301.160
269.756
26E
1S.SB9
133.900
2
2
S
50
10
47E
301
19.989
192.857
231.308
0.654
- CURVE:
DELTA
=
23
46 52
RADIUS =
301.160 _LE IVGTR 4.999
TANGENT =
E3.413
2
2
S
50
10
47E
22C.430
24W
141.159
16S.303
2
2
S
1
52
24E
73.720
55E
73.681
2.410
269.756-
2
2
S
89
22
26W
199.580
RADIUS =
2.161
1
199.568
65.45E
2
3
S
26
23
55E
--- -- - --- ---
409.874 ;,''
- - - - -- ---
409.878
- - -- -- ---
403.021,
-- -- --
403.019
- - - --- --
124.ESE
2
3
S
89
22
26W
AREA =
36655.
SD FT ( 0.84
ACRES)
209.587
ACRES)
--------- -
---- --- ---
--- ---
o ,
412:164
412.168
22 ?.440
2
3
N
1
52
24W
90.570
90.522
5
"'
2.961
2
3
N
88
7
36E
20. COG
0.654
26E
1S.SB9
2
2
3
N
1
52
24W
2C.000
19.989
149.92`0
4.904
0.654
+CURVE:
DELTA
=
90
0
0
RADIUS =
20.000 LENGTH
= 31.416
TANGENT =
2C.000
2
3
N
1
52
24W
301.160
300.999
5.845
2
3
S
26
23
55E
301.160
269.756-
133.900
19.985
- CURV
DELTA
= ,24`31
88
31
RADIUS =
301.160 LENGTH
1
TANGENT =
65.45E
2
3
S
26
23
55E
156.430
140.118
69.551
- - - --- --
124.ESE
2
3
S
89
22
26W
21C.COC
2.295
17514.
209.587
ACRES)
--------- -
---- --- ---
--- ---
--- - - - - --
412:164
412.168
22 ?.440
223.447
AREA' -`
218'63.,,'S0
FT'(,,. 0.50
,ACRES)
2
4
'' N
1
52
24W
130.430
13C:360 "'
5
"'
4.264
2
.4
N
89
22
26E
120.000.
- 1.3
26E
115.S93
2
2
°4
S
1,
52
24E
150.000
5
149.92`0
4.904
22
2
4
S
89
22
26W
10C.43C
1.097
100.424
2
4
N
0
37
34W
X .000
19.999
0.219
2
4
S
88
7
36W
20.000
0.654
19.985
_ +CURVE=
DELTA
=
88
45
10
RADIUS =
20.000 LENGTH,
= 30.981
TANGENT =
19.569
-- ---- --- --
151.67C
- -- -- -- ---
151.671
- - - --- --
124.ESE
-- - --
124.89E
AREA =
17514.
SQ FT ( 0.41
ACRES)
- 151.177
151.-177.
115.897
119.897
AREA =
17246.
SQ FT 1
2
5
N
1
52
150.000 " 149:920 4.904
2
5
N
89
22
26E
115.000 1.257 114.993
2
5
S
1
52
24E
150.000 149.920 4.904
2
5
S
89
22
26W
115.000 1.257 114.593
- 151.177
151.-177.
115.897
119.897
AREA =
17246.
SQ FT 1
0.40 ACRES)
2
6
N
1
52
: 24W
150.000
149.920
4.904
2
6
N
89
22
26E
174.580
1.908
174:570
2
6
S
1
52
24E
150.000
149.92C
4.9C4
2
6
S
89
22
26W
174.580
1.908
174.570
151.828
151.828
175.473
179.472
AREA
26181.
SO FT (
0.60 ACRES)
E
0
F
t
E
F
BLOCK I AREA =
43810.
SO
FT (
1.01
ACRES)
ACCUM AREA =
43810.
SO
FT (
1.01
ACRES)
DIFFERENCE =.
1.
SO
FT
BLOCK 2 AREA =
1485.78.
SO
FT (
3.41
ACRES)
ACCUM AREA =
148580.
SO
FT (
3.41
ACRES)
DIFFERENCE =
3.
SO
FT
-GROSS DENSITY: 2 LOTS/ACRE
..NET DENSITY: 2 LOTS /ACRE
LARGEST LOT: 36655. SO FT
SMALLEST LOT: 17246. 50 FT,
AVERAGE LOT: 24048. SO FT
# OF LOTS: B
W ,
SEC33.T"25 N - F?44E.W.IA@
m.
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