HomeMy WebLinkAbout2022-06-20 I06 Spring Crest Townhomes Plat 2_Final Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: June 20, 2022
AGENDA ITEM: Consideration of approval of a resolution approving a final plat for
Spring Crest Townhomes Plat 2
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a final plat
for a 16.50-acre townhome residential subdivision. The property is
located west of 10th Street and south of Maple Street. The final plat
identifies the creation of 116 lots for the individual townhome units that
are proposed to be developed. All lots meet or exceed the minimum
requirements of the R-4 zoning district.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on May 10,
recommended approval subject to remaining staff comments:
Approval of a Final Plat for Spring Crest Townhomes Plat 2
Community Development Director, Andy Kass, introduced the request for approval of a
preliminary and final plat for a townhome development as submitted by the applicant, Spring
Crest Townhomes Waukee 2, LLC. The subject property is generally located north of Locust
Street and west of 10th Street, containing approximately 16.5 acres.
Mr. Kass advised that the preliminary and final plats identify a total of 116 lots for townhome
development with the intent that the units will be owner-occupied. All proposed lots conform to
the minimum requirements of the R-4 Zoning District. The buildings each contain a varying
number of units from 2 to 6 per building. Each unit ranges between 1,419 square feet to 1,617
square feet in size, and all units will have a two-car attached garage. Access for units 1-36 will be
off of Maple Street, remaining units are accessed via internal private streets that are owned and
maintained by the homeowner’s association. Units 1-36 will be served by utilities on Maple
Street, and all other units will be services by private extensions of utilities. Stormwater detention
will be located in the southwest corner of the site. all parking, parkland, and elevation
requirements have been met at this time.
Staff would recommend approval of the Final Plat and Site Plan for Spring Crest Townhomes
Plat 2 subject to remaining staff comments and review of the legal documents.
I6
Commissioner Hoifeldt questioned if on-street parking would be allowed on
Maple Street. Mr. Kass advised that on-street parking would need to be written
into the ordinance and the future of on-street parking would be uncertain as the
property to the north of this development is zoned for commercial use and may
require the removal of on street parking on Maple Street.
Commissioner Hoifeldt moved to approve the Site Plan for Spring Crest Townhomes Plat 2
subject to any remaining staff comments and review of the legal documents. Commissioner Streit
seconded the motion. Ayes: Hoifeldt, Streit, Koshy, and Tessau. Nays: none. Motion Carried.
STAFF REVIEW AND COMMENT: Staff’s position is that the proposed final plat meets the
intent and the requirements of the Zoning Ordinance and the Waukee
Subdivision Ordinance.
RECOMMENDATION: Staff recommends approval of the Final Plat for Painted Woods West
Plat 4.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Final Plat
PREPARED BY: Andy Kass, Community Development Director
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE FINAL PLAT FOR SPRING CREST TOWNHOMES PLAT 2
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, SPRINGCREST TOWNHOMES WAUKEE 2, LLC, has requested final plat approval of
Spring Crest Townhomes Plat 2 (the “Plat”); AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat
on May 10, 2022, subject to remaining staff comments and review of the legal documents; AND,
WHEREAS, the Final Plat for Spring Crest Townhomes Plat 2 and the documents relating thereto will
comply with section §176 – Subdivision Regulations of the Waukee Municipal Code.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this
20th day of June, 2022, that the Final Plat for Spring Crest Townhomes Plat 2 be and the same is
hereby accepted and approved by the City Council of the City of Waukee.
BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements
and documents to be filed with the Plat:
1. Warranty Deed (Street Lot A, B, and C)
2. Warranty Deed (Off-site right-of-way)
3. Public Sanitary Sewer Easement;
4. Public Utility Easement;
5. Storm Water Management Facility Maintenance Covenant & Permanent Easement
Agreement;
6. Gas Main Easement;
7. Public Water Main Easement;
8. Public Ingress/Egress Easement;
9. Public Sanitary Sewer Easement (Off-site);
10. Public Storm Sewer Easement (Off-site);
11. Private Sanitary Sewer Easement; and
12. Private Water Main Easement
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Spring Crest Townhomes Plat 2 – Final Plat
& Site Plan
PREPARED BY: Andy Kass AICP, Community
Development Director
REPORT DATE: May 6, 2022
MEETING DATE: May 10, 2022
GENERAL INFORMATION
Applicant: Springcrest Townhomes Waukee 2, LLC
Owner:
Springcrest Partners, LLC
Owner’s Representative:
Korey Marsh, P.E. with Snyder & Associates, Inc.
Request: The applicant is requesting approval of a final plat
and site plan for a townhome development.
Location and Size: Property is generally located north of Locust Street
and west of 10th Street, containing approximately
16.50-acres.
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in RED).
May 6, 2022
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped
Medium Density
Residential
R-4 (Row Dwelling & Townhome District)
North Deery Brothers /
Vacant
Mixed Use Corridor C-1 (Community & Highway Service
Commercial District)
South Spring Crest Plats 1 –
6
Single Family
Residential
R-2 (One & Two Family Residential
District) / PD-1 (planned development
Overlay)
East Spring Crest
Townhomes Plat 1
Medium Density
Residential
R-4 (Row Dwelling & Townhome District)
West Vacant –
Undeveloped
Medium Density
Residential
A-1 (Agricultural District)
HISTORY
The subject property is located within the existing Spring Crest Development. The property was zoned R-4 in 2016. A
previous phase of Spring Crest Townhomes was constructed to the east that included 48 owner-occupied units.
PROJECT DESCRIPTION
LOTS & SITE PLAN
The final plat and site plan identify a total of 116 lots that are intended for a townhome development. The lots will be
developed in one phase. The lots range in size from 1,600 square feet to 2,880 square feet. All proposed lots meet or
exceed the minimum requirements of the R-4 zoning district. The bulk regulations for the R-4 zoning district are
included below in Table 1.
Table 1: R-4 requirements.
Category R-4 District
Lot Area 3,500 square feet per unit
Lot Width 20 feet per unit
Front Yard Setback 30-feet (perimeter)
Rear Yard Setback 30 feet
Side Yard Setback 15 feet (total)
Dwelling Units (DU) per Acre (maximum) 12 DU / acre
The units to be constructed within the proposed development will be owner-occupied units. A total of 116 units are
shown on the site plan. Building sizes shown include 2-unit, 4-unit, 5-unit, and 6-unit buildings. The planned square
footages for the units within the 4-unit, 5-unit, and 6-unit buildings range between 1,419 square feet to 1,617 square
feet. The planned square footages for the 2-unit living spaces will be approximately 3,400 square feet including finished
basement). All 4, 5, and 6 unit buildings will be two-story buildings and the 2-unit buildings will be single-story. All units
will have a two-car attached garage.
May 6, 2022
3 of 3
PARKING
A total of 255 parking spaces are required. The site plan identifies that 256 spaces are provided which includes 24 visitor
spaces.
STREETS AND TRAIL
Units 1 through 36 will be accessed via Maple Street on the north side of the plat. The applicant is in the process of
constructing Maple Street. The remaining units will be accessed via internal private streets. Sidewalks will be provided on
both sides of the internal streets. A 10-foot wide trail will be installed along the east plat boundary adjacent to 10th
Street and a sidewalk along Maple Street will be installed.
UTILITIES
The applicant is in the process of extending water main along Maple Street and making some sanitary sewer
improvements. Units 1 through 36 will be serviced from public utilities. All other units will be serviced by private utilities
extended through the development. Stormwater detention will be provided in a pond in the southwest corner of the
site. The homeowners association will be responsible for the maintenance of the pond and private utilities. Garbage and
recycling services will be provided for each unit.
EASEMENTS
All proposed easements have been indicated on the final plat. A landscape buffer will be installed along the east and
south sides of the development.
PARKLAND DEDICATION
Parkland dedication requirements were satisfied with previous phases of the Spring Crest Development.
BUILDING ELEVATIONS
Elevations of the various unit styles have been provided. The proposed units meet the requirements of the Site Plan
Ordinance. Proposed materials include hardboard siding, asphalt shingles, and stone. Multiple color schemes have been
provided to provide differentiation between the buildings.
STAFF RECOMMENDATION
All proposed lots and units meet the minimum requirements of the Zoning Ordinance, the final plat is in general
conformance with the Subdivision Ordinance, and the proposed land use of the property is consistent with the
Comprehensive Plan. Staff recommends approval of the final plat and site plan for Spring Crest Townhomes Plat 2
subject to remaining staff comments and review of the legal documents.
FEET
0 250
BY
DA
T
E
RE
V
I
S
I
O
N
MA
R
K
Sc
a
l
e
:
Te
c
h
n
i
c
i
a
n
:
T-
R
-
S
:
SN
Y
D
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
|
Ch
e
c
k
e
d
B
y
:
En
g
i
n
e
e
r
:
Da
t
e
:
1"
=
Pr
o
j
e
c
t
N
o
:
Sh
e
e
t
Project No:
Sheet
27
2
7
S
.
W
.
S
N
Y
D
E
R
B
L
V
D
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
51
5
-
9
6
4
-
2
0
2
0
|
w
w
w
.
s
n
y
d
e
r
-
a
s
s
o
c
i
a
t
e
s
.
c
o
m
ED
G
LJ
M
KM
M
02
-
0
1
-
2
0
2
2
25
0
'
12
1
.
0
5
5
3
.
0
1
1
O
F
2
121.0553.01
1 OF 2
SP
R
I
N
G
C
R
E
S
T
T
O
W
N
H
O
M
E
S
P
L
A
T
2
FI
N
A
L
P
L
A
T
WA
U
K
E
E
,
I
O
W
A
RE
V
I
S
E
D
P
E
R
C
I
T
Y
C
O
M
M
E
N
T
S
RE
V
I
S
E
D
P
E
R
O
W
N
E
R
C
O
M
M
E
N
T
S
RE
V
I
S
E
D
P
E
R
I
N
T
E
R
N
A
L
R
E
V
I
E
W
02
-
1
5
-
2
2
05
-
2
0
-
2
2
06
-
0
1
-
2
2
LJ
M
AJ
D
LJ
M
123
TT
N
-
R
R
W
-
S
S
V:
\
P
r
o
j
e
c
t
s
\
2
0
2
1
\
1
2
1
.
0
5
5
3
.
0
1
\
C
A
D
D
\
F
P
_
1
2
1
0
5
5
3
_
T
S
H
.
d
w
g
AU
S
T
I
N
D
A
V
E
N
P
O
R
T
,
TI
T
L
E
S
H
E
E
T
,
20
2
2
/
0
6
/
0
2
,
7:
4
9
A
M
,
AN
S
I
F
U
L
L
B
L
E
E
D
D
(
3
4
.
0
0
X
2
2
.
0
0
I
N
C
H
E
S
)
SPRING CREST TOWNHOMES PLAT 2
FINAL PLAT-2022
GENERAL NOTES
1.PRIOR TO START OF ANY CONSTRUCTION ACTIVITIES, A PRECONSTRUCTION MEETING
WITH THE CITY IS REQUIRED.
2.CONSTRUCTION OF STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE
CURRENT EDITIONS OF THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS AND THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS.
3.OUTLOT 'X' TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
4.STREET LOTS A, B, & C TO BE DEDICATED TO THE CITY BY RESPECTIVE OWNERS.
PLAT DESCRIPTION
OUTLOT X AND Y, SPRING CREST PLAT 3, AN OFFICIAL PLAT IN THE CITY OF
WAUKEE, DALLAS COUNTY IOWA.
AND
A PART OF PARCEL 21-10 AS FILED IN BOOK 2021, PAGE 10161 OF THE DALLAS
COUNTY RECORDER'S OFFICE BEING A PART OF THE NORTHWEST 1/4 OF THE
NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE
5TH P.M., CITY OF WAUKEE, DALLAS COUNTY IOWA AND MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID OUTLOT “X” ALSO BEING THE
SOUTHEAST CORNER OF SAID PARCEL 21-10; THENCE NORTH 89 ̊45 ̍11 ̎ WEST
ALONG THE SOUTH LINE OF SAID PARCEL 21-10, A DISTANCE OF 35.00 FEET TO
THE NORTHEAST CORNER OF LOT 17 OF SAID SPRING CREST PLAT 3; THENCE
NORTH 0 ̊41 ̍17 ̎ EAST, 485.88 FEET; THENCE SOUTH 89 ̊18 ̍43 ̎ EAST, 35.00 FEET TO
THE EAST LINE OF SAID PARCEL 21-10; THENCE SOUTH 0 ̊41 ̍17 ̎WEST ALONG SAID
EAST LINE, 485.65 FEET TO THE POINT OF BEGINNING.
PROPERTY SUBJECT TO ANLY AND ALL EASEMENTS OF RECORD.
DEVELOPER/APPLICANT
SPRINGCREST TOWNHOMES WAUKEE 2, LLC
15006 MAPLE DRIVE
URBANDALE, IA 50323
CONTACT: CASEY SHELTON
PHONE:(515) 499-6194
ZONING
R-4 - ROW DWELLING AND TOWNHOME DISTRICT
BULK REGULATIONS:
DENSITY = 12 DWELLING UNITS/ACRE MAXIMUM
MINIMUM FLOOR AREA = 800 SQUARE FEET PER UNIT
LOT WIDTH = 20 FEET PER UNIT, 75 FEET OVERALL
SIDE YARD = 15 FEET BETWEEN PRINCIPLE BUILDINGS
REAR YARD = 30 FEET
NUMBER OF STORIES = MINIMUM 2, MAXIMUM 3
NUMBER OF CONNECTED UNITS = MINIMUM 2, MAXIMUM 6.
MINIMUM OPEN SPACE = 20%
VICINITY MAP
WAUKEE, IOWA
PROJECT LOCATION
HICKMAN ROAD/ US HWY 6
11
T
H
S
T
R
E
E
T
10
T
H
S
T
R
E
E
T
MAPLE STREET
AREA SUMMARY
OUTLOT "X"= 8.58 AC (373,782 SF)
STREET LOT "A"= 0.39 AC (17,002 SF)
STREET LOT "B"= 0.35 AC(15045 SF)
STREET LOT "C"= 0.94 AC (40,975 SF)
LOTS 1-116= 5.20 AC (226,448 SF)
L
O
C
U
S
T
S
T
R
E
E
T
Erin D. Griffin, PLS Date
License Number 19710
My License Renewal Date is December 31, 2023
Pages or sheets covered by this seal:
ERIN D.
GRIFFIN
19710
AIOW
L
I
CENSED P R O F E S S I ONAL LA
N
D
S
U
R
V
EYOR
I hereby certify that this land surveying document
was prepared and the related survey work was
performed by me or under my direct personal
supervision and that I am a duly licensed
Professional Land Surveyor under the laws of the
State of Iowa.
Sheets 1 & 2, of 2
INDEX LEGEND
AREA ABOVE RESERVED FOR RECORDER'S STAMP
SURVEYOR'S NAME:
ERIN D. GRIFFIN
SNYDER & ASSOCIATES, INC.
2727 SW SNYDER BOULEVARD
ANKENY, IOWA 50023
515-964-2020
EGRIFFIN@SNYDER-ASSOCIATES. COM
SERVICE PROVIDED BY:
SNYDER & ASSOCIATES, INC.
SURVEY LOCATED:
OUTLOT "X" AND "Y"
SPRING CREST PLAT 3
REQUESTED BY:
SPRINGCREST TOWNHOMES WAUKEE 2, L.L.C.
RETURN TO:
ERIN D. GRIFFIN
SNYDER & ASSOCIATES, INC.
2727 SW SNYDER BOULEVARD
ANKENY, IOWA 50023
CP
LEGEND
Survey Found Set
P
M
R
D
C
Section Corner
1/2" Rebar, Yellow Plastic Cap #19710
(Unless Otherwise Noted)
ROW Marker
ROW Rail
Control Point
Bench Mark
Platted Distance
Measured Bearing & Distance
Recorded As
Deed Distance
Calculated Distance
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
LOT #ADDRESS LOT #ADDRESS
1 1002 MAPLE STREET 59 1037 DAISY LANE
2 1004 MAPLE STREET 60 1035 DAISY LANE
3 1006 MAPLE STREET 61 1033 DAISY LANE
4 1008 MAPLE STREET 62 1031 DAISY LANE
5 1010 MAPLE STREET 63 1027 DAISY LANE
6 1012 MAPLE STREET 64 1025 DAISY LANE
7 1020 MAPLE STREET 65 1023 DAISY LANE
8 1022 MAPLE STREET 66 1021 DAISY LANE
9 1024 MAPLE STREET 67 1013 DAISY LANE
10 1026 MAPLE STREET 68 1011 DAISY LANE
11 1028 MAPLE STREET 69 1009 DAISY LANE
12 1032 MAPLE STREET 70 1007 DAISY LANE
13 1034 MAPLE STREET 71 1005 DAISY LANE
14 1036 MAPLE STREET 72 1003 DAISY LANE
15 1038 MAPLE STREET 73 523 KINLEY DRIVE
16 1042 MAPLE STREET 74 517 KINLEY DRIVE
17 1044 MAPLE STREET 75 513 KINLEY DRIVE
18 1046 MAPLE STREET 76 507 KINLEY DRIVE
19 1048 MAPLE STREET 77 503 KINLEY DRIVE
20 1052 MAPLE STREET 78 497 KINLEY DRIVE
21 1054 MAPLE STREET 79 493 KINLEY DRIVE
22 1056 MAPLE STREET 80 434 KINLEY DRIVE
23 1058 MAPLE STREET 81 430 KINLEY DRIVE
24 1062 MAPLE STREET 82 428 KINLEY DRIVE
25 1064 MAPLE STREET 83 424 KINLEY DRIVE
26 1066 MAPLE STREET 84 420 KINLEY DRIVE
27 1068 MAPLE STREET 85 414 KINLEY DRIVE
28 1072 MAPLE STREET 86 410 KINLEY DRIVE
29 1074 MAPLE STREET 87 411 KINLEY DRIVE
30 1076 MAPLE STREET 88 415 KINLEY DRIVE
31 1078 MAPLE STREET 89 421 KINLEY DRIVE
32 1080 MAPLE STREET 90 425 KINLEY DRIVE
33 1084 MAPLE STREET 91 431 KINLEY DRIVE
34 1086 MAPLE STREET 92 435 KINLEY DRIVE
35 1088 MAPLE STREET 93 441 KINLEY DRIVE
36 1090 MAPLE STREET 94 445 KINLEY DRIVE
37 1092 MAPLE STREET 95 451 KINLEY DRIVE
38 1094 MAPLE STREET 96 455 KINLEY DRIVE
39 1091DAISY LANE 97 460 KINLEY DRIVE
40 1089 DAISY LANE 98 464 KINLEY DRIVE
41 1087 DAISY LANE 99 470 KINLEY DRIVE
42 1085 DAISY LANE 100 474 KINLEY DRIVE
43 1083 DAISY LANE 101 480 KINLEY DRIVE
44 1081 DAISY LANE 102 484 KINLEY DRIVE
45 1071 DAISY LANE 103 490 KINLEY DRIVE
46 1069 DAISY LANE 104 494 KINLEY DRIVE
47 1067 DAISY LANE 105 500 KINLEY DRIVE
48 1065 DAISY LANE 106 504 KINLEY DRIVE
49 1063 DAISY LANE 107 1054 DAISY LANE
50 1059 DAISY LANE 108 1056 DAISY LANE
51 1057 DAISY LANE 109 1060 DAISY LANE
52 1055 DAISY LANE 110 1062 DAISY LANE
53 1053 DAISY LANE 111 1066 DAISY LANE
54 1049 DAISY LANE 112 1068 DAISY LANE
55 1047 DAISY LANE 113 1082 DAISY LANE
56 1045 DAISY LANE 114 1084 DAISY LANE
57 1043 DAISY LANE 115 1088 DAISY LANE
58 1039 DAISY LANE 116 1090 DAISY LANE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
LENGTH (FT)
39.43
36.01
11.00
26.00
11.00
11.00
11.00
11.00
11.00
11.00
11.00
11.00
22.57
11.00
19.22
37.51
20.80
24.08
11.00
11.00
DIRECTION
S44° 31' 04"E
S01° 28' 56"W
S89° 45' 42"E
S89° 45' 38"E
S89° 45' 38"E
S89° 45' 38"E
S89° 45' 38"E
S89° 45' 38"E
S89° 45' 38"E
S89° 45' 38"E
S89° 45' 38"E
S89° 45' 38"E
N74° 02' 57"E
S89° 45' 38"E
N84° 28' 18"E
N50° 03' 30"E
N32° 09' 33"E
N41° 52' 35"E
S89° 45' 38"E
S89° 45' 38"E
LINE TABLE
LINE #
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
LENGTH (FT)
26.81
45.22
41.30
36.52
28.85
35.72
32.67
29.34
24.39
66.54
20.60
22.45
28.46
44.49
12.47
32.92
71.67
42.37
12.00
32.48
DIRECTION
S26° 14' 00"E
S00° 15' 05"W
S46° 45' 46"E
S62° 45' 18"E
N25° 41' 14"E
N63° 12' 14"E
S70° 56' 58"E
N15° 38' 34"E
N23° 58' 33"W
N50° 36' 07"E
S89° 45' 38"E
N60° 25' 28"W
N67° 29' 57"E
S69° 35' 13"W
N21° 19' 06"E
S54° 03' 18"E
N53° 19' 20"E
N00° 14' 22"E
S89° 45' 38"E
S00° 14' 22"W
LINE #
L41
L42
L43
L44
L45
L46
LENGTH (FT)
196.60
14.57
42.11
40.13
20.00
20.98
DIRECTION
S89° 51' 52"E
N25° 01' 02"E
N52° 59' 48"E
S65° 52' 31"E
N24° 07' 29"E
S65° 52' 31"E
CURVE TABLE
CURVE NO.
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
Δ
18°00'25"
38°03'50"
34°24'39"
20°59'45"
3°20'06"
8°12'52"
8°16'09"
8°16'09"
8°12'52"
18°43'07"
18°43'07"
30°16'35"
54°17'40"
104°37'36"
21°04'45"
11°55'53"
10°52'55"
RADIUS
1160.00'
500.00'
960.00'
840.00'
840.00'
900.00'
900.00'
935.00'
865.00'
300.00'
300.00'
200.00'
75.00'
125.00'
200.00'
1160.00'
146.00'
ARC LENGTH
364.57'
332.17'
576.56'
307.82'
48.90'
129.03'
129.89'
134.94'
124.01'
98.01'
98.01'
105.68'
71.07'
228.26'
73.58'
241.56'
27.73'
TANGENT
183.80'
172.48'
297.27'
155.65'
24.45'
64.63'
65.06'
67.59'
62.11'
49.45'
49.45'
54.11'
38.46'
161.81'
37.21'
121.22'
13.91'
CHORD BEARING/LENGTH
N60°14'46"W 363.07'
N70°16'28"W 326.10'
S19°33'44"W 567.93'
S26°16'11"W 306.10'
N17°26'22"E 48.89'
S86°04'39"W 128.92'
S86°06'18"W 129.78'
N86°06'18"E 134.83'
N86°04'39"E 123.91'
S80°52'48"W 97.58'
S80°52'48"W 97.58'
N74°37'21"W 104.46'
S26°54'28"E 68.44'
N73°37'54"E 197.84'
N10°46'44"E 73.17'
N63°17'02"W 241.12'
N67°52'35"E 27.69'
30' BUILDING S
E
T
B
A
C
K
373,782SF
OUTLOT 'X'
1,600SF
35
1,600SF
36
1,600SF
37
1,728SF
38
1,728SF
33
1,600SF
34
1,728SF
28
1,600SF
29
1,600SF
30
1,600SF
31
1,728SF
32
1,600SF
25
1,600SF
26
1,728SF
27
1,600SF
89
1,728SF
90
1,728SF
87
1,600SF
88
1,728SF
86
1,600SF
85
1,600SF
84
1,600SF
83
1,728SF
82
1,600SF
74
1,600SF
75
1,600SF
76
1,728SF
77
1,728SF
73
2,736SF
108
2,880SF
107
2,736SF
110
2,880SF
109
2,880SF
105
2,736SF
106
2,736SF
79
2,880SF
78
2,880SF
103
2,736SF
104
2,736SF
102
2,880SF
101
2,736SF
81
2,880SF
80
2,736SF
100
2,880SF
99
2,736SF
94
2,880SF
93
2,736SF
92
2,880SF
91
2,736SF
96
2,880SF
95
2,736SF
98 2,880SF
97
2,736SF
112
2,880SF
111
2,736SF
114
2,880SF
113
2,736SF
116
2,880SF
115
27
.
0
0
'
N89°45'38"W 64.00'
27
.
0
0
'
64.00'
25
.
0
0
'
25
.
0
0
'
64.00'
25
.
0
0
'
25
.
0
0
'
64.00'
25
.
0
0
'
25
.
0
0
'
64.00'
27
.
0
0
'
27
.
0
0
'
S89°45'38"E 64.00'
N89°45'38"W 72.00'
40
.
0
0
'
72.00'
40
.
0
0
'
38
.
0
0
'
38
.
0
0
'
S89°45'38"E 72.00'S89°45'38"E 72.00'
40
.
0
0
'
72.00'
40
.
0
0
'
38
.
0
0
'
38
.
0
0
'
N89°45'38"W 72.00'
27
.
0
0
'
64.00'
27
.
0
0
'
S89°45'38"E 64.00'
25
.
0
0
'
64.00'
25
.
0
0
'
25
.
0
0
'
64.00'
25
.
0
0
'
27
.
0
0
'
N89°45'38"W 64.00'
27
.
0
0
'
64.00'
25
.
0
0
'
25
.
0
0
'
27
.
0
0
'
N89°45'38"W 64.00'
27
.
0
0
'
64.00'
25
.
0
0
'
25
.
0
0
'
64.00'
25
.
0
0
'
25
.
0
0
'
64.00'
27
.
0
0
'
27
.
0
0
'
S89°45'38"E 64.00'
N78°49'
3
1
"
W
7
2
.
0
0
'
40
.
0
0
'
72.00'
40
.
0
0
'
38
.
0
0
'
38
.
0
0
'
S78°49'
3
1
"
E
7
2
.
0
0
'
N6
0
°
3
5
'
0
9
"
W
7
2
.
0
0
'
40
.
0
0
'
72
.
0
0
'
40
.
0
0
'
38
.
0
0
'
38
.
0
0
'
S6
0
°
3
5
'
0
9
"
E
7
2
.
0
0
'
N
3
5
°
3
4
'
5
6
"
W
7
2
.
0
0
'
40.0
0
'
7
2
.
0
0
'
40.0
0
'
38.0
0
'
38.0
0
'
S
3
5
°
3
4
'
5
6
"
E
7
2
.
0
0
'
N
1
2
°
1
8
'
2
7
"
W
7
2
.
0
0
'
40.00'
7
2
.
0
0
'
40.00'
38.00'
38.00'
S
1
2
°
1
8
'
2
7
"
E
7
2
.
0
0
'
N1
1
°
0
7
'
3
0
"
E
7
2
.
0
0
'
40.00'
72
.
0
0
'
40.00'
38.00'
38.00'
S1
1
°
0
7
'
3
0
"
W
7
2
.
0
0
'
N35
°
5
6
'
4
2
"
E
7
2
.
0
0
'
4
0
.
0
0
'
72.
0
0
'
4
0
.
0
0
'
3
8
.
0
0
'
3
8
.
0
0
'
S35
°
5
6
'
4
2
"
W
7
2
.
0
0
'
4
0
.
0
0
'
N66°4
3
'
4
7
"
E
7
2
.
0
0
'
4
0
.
0
0
'
72.00
'
S66°4
3
'
4
7
"
W
7
2
.
0
0
'
3
8
.
0
0
'
3
8
.
0
0
'
40
.
0
0
'
S89°45'38"E 72.00'
40
.
0
0
'
72.00'
N89°45'38"W 72.00'
38
.
0
0
'
38
.
0
0
'
N0
°
1
4
'
2
2
"
E
7
2
.
0
0
'
40.00'
72
.
0
0
'
40.00'38.00'
38.00'
S0
°
1
4
'
2
2
"
W
7
2
.
0
0
'
N0
°
1
4
'
2
2
"
E
7
2
.
0
0
'
40.00'
72
.
0
0
'
40.00'38.00'
38.00'
S0
°
1
4
'
2
2
"
W
7
2
.
0
0
'
N0
°
1
4
'
2
2
"
E
7
2
.
0
0
'
40.00'
72
.
0
0
'
40.00'38.00'
38.00'
S0
°
1
4
'
2
2
"
W
7
2
.
0
0
'
N0
°
1
4
'
2
2
"
E
7
2
.
0
0
'
40.00'
72
.
0
0
'
40.00'38.00'
38.00'
S0
°
1
4
'
2
2
"
W
7
2
.
0
0
'
N0
°
1
4
'
2
2
"
E
7
2
.
0
0
'
40.00'
72
.
0
0
'
40.00'38.00'
38.00'
S0
°
1
4
'
2
2
"
W
7
2
.
0
0
'
1,728SF
24 1,728SF
20
1,728SF
23
1,600SF
21
1,600SF
22
1,728SF
16
1,728SF
19
1,600SF
17
1,600SF
18
1,728SF
12
1,728SF
15
1,600SF
13
1,600SF
14
1,600SF
9
1,728SF
7
1,600SF
8
1,728SF
11
1,600SF
10 1,600SF
4
1,728SF
6
1,600SF
5 1,600SF
2
1,600SF
3 1,728SF
1
6
4
.
0
0
'
27.00'
S
6
°
3
2
'
0
3
"
E
6
4
.
0
0
'
27.00'
6
4
.
0
0
'
25.00'
25.00'
6
4
.
0
0
'
25.00'
25.00'
6
4
.
0
0
'
25.00'
25.00'
6
4
.
0
0
'
25.00'
25.00'27.00'
N
6
°
3
2
'
0
3
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
27.00'
27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
64
.
0
0
'
27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
27.00'
27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
1,600SF
41
1,600SF
47
1,600SF
51
1,600SF
55
1,600SF
60
1,600SF
64
1,600SF
69
1,728SF
39
1,600SF
40
1,600SF
43
1,600SF
42
1,728SF
44
1,728SF
45
1,600SF
46
1,728SF
49
1,600SF
48
1,728SF
50
1,728SF
53
1,600SF
52
1,728SF
54
1,728SF
57
1,600SF
56
1,728SF
58
1,600SF
59
1,728SF
62
1,600SF
61
1,728SF
63
1,728SF
66
1,600SF
65
1,728SF
67
1,600SF
68
1,600SF
71
1,600SF
70
1,728SF
72
64
.
0
0
'
27
.
0
0
'
S3
0
°
3
0
'
5
7
"
W
6
4
.
0
0
'
27
.
0
0
'
64
.
0
0
'
25
.
0
0
'
25
.
0
0
'
64
.
0
0
'
25
.
0
0
'
25
.
0
0
'
64
.
0
0
'
25
.
0
0
'
25
.
0
0
'
64
.
0
0
'
25
.
0
0
'
25
.
0
0
'
27
.
0
0
'
N3
0
°
3
0
'
5
7
"
E
6
4
.
0
0
'
27
.
0
0
'
64
.
0
0
'
27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'
64
.
0
0
'
27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'
64
.
0
0
'
27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'
64
.
0
0
'
27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'
64
.
0
0
'
27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'
64
.
0
0
'
27.00'
S0
°
1
4
'
2
2
"
W
6
4
.
0
0
'
27.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'
64
.
0
0
'
25.00'
25.00'27.00'
N0
°
1
4
'
2
2
"
E
6
4
.
0
0
'
27.00'
30'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
20' Public Water Main Easement
(To Be Recorded In Separate Document)
20' Public Storm Sewer Easement
(To Be Recorded In Separate Document)
30' Public Sanitary Sewer Easement
(To Be Recorded In
Separate Document)
30' Public Sanitary Sewer Easement
(To Be Recorded In Separate Document)
35'X10' Temporary
Construction Easement
(To Be Recorded In Separate Document)
30
'
B
U
I
L
D
I
N
G
S
E
T
B
A
C
K
N83°27'57"E 15
4
.
0
0
'
S5
9
°
2
9
'
0
3
"
E
1
5
4
.
0
0
'
N5
9
°
2
9
'
0
3
"
W
1
5
4
.
0
0
'
N89°45'38"W 104.00'
S89°45'38"E 104.00'S89°45'38"E 129.00'
N89°45'38"W 129.00'N89°45'38"W 104.00'N89°45'38"W 104.00'N89°45'38"W 129.00'N89°45'38"W 154.00'
S89°45'38"E 154.00'S89°45'38"E 129.00'S89°45'38"E 104.00'S89°45'38"E 104.00'
N89°45'38"W 129.00'N89°45'38"W 104.00'N89°45'38"W 104.00'N89°45'38"W 104.00'N89°45'38"W 104.00'N89°45'38"W 129.00'N89°45'38"W 154.00'
S89°45'38"E 154.00'S89°45'38"E 129.00'S89°45'38"E 104.00'S89°45'38"E 104.00'S89°45'38"E 104.00'S89°45'38"E 104.00'S89°45'38"E 129.00'
N83°27'57"E 15
4
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
2
9
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
1
2
9
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
2
9
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
1
2
9
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
7
8
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
7
8
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
7
8
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
7
8
.
0
0
'
S
2
3
°
1
6
'
1
3
"
E
7
8
.
0
0
'
N
2
3
°
1
6
'
1
3
"
W
7
8
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
7
8
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
7
8
.
0
0
'
S
5
4
°
0
3
'
1
8
"
E
7
8
.
0
0
'
N78°52'
3
0
"
W
7
8
.
0
0
'
S78°52'
3
0
"
E
7
8
.
0
0
'
S77°41'33
"
W
7
8
.
0
0
'
S77°41'33
"
W
7
8
.
0
0
'
S54
°
2
5
'
0
4
"
W
7
8
.
0
0
'
N54
°
2
5
'
0
4
"
E
7
8
.
0
0
'
S2
9
°
3
4
'
2
2
"
W
7
8
.
0
0
'
N2
9
°
3
4
'
2
2
"
E
7
8
.
0
0
'
S1
1
°
1
0
'
2
9
"
W
7
8
.
0
0
'
N1
1
°
1
0
'
2
9
"
E
7
8
.
0
0
'
N0
0
°
1
4
'
2
2
"
E
1
0
4
.
0
0
'
S0
0
°
1
4
'
2
2
"
W
1
0
4
.
0
0
'
N89°45'38"W 78.00'N89°45'38"W 78.00'N89°45'38"W 78.00'
N89°45'38"W 78.00'
N89°45'38"W 78.00'
S89°45'38"E 78.00'
S89°45'38"E 78.00'
S89°45'38"E 78.00'S89°45'38"E 78.00'S89°45'38"E 78.00'
N5
9
°
2
9
'
0
3
"
W
1
0
5
.
1
0
'
C12
N89°45'38"W 556.84'C11
S71°31
'
1
4
"
W
17.96'
C10N89°45'38"W
25.40'
S0
0
°
1
4
'
2
2
"
W
2
1
6
.
8
3
'
C
1
3
L
3
6
C14
L3
5
C1
5
N0
0
°
1
4
'
2
2
"
E
1
5
6
.
7
7
'
279.13'265.42'
S0°41'17"W 55.82'
C4
M
&
P
C3
M
&
P
S89°18'24"E 40.26' M&P
C2
M
&
P
C1
M
&
P
S0
°
4
1
'
1
7
"
W
4
8
5
.
6
5
'
N0°41'17"E 35.00'
S89°48'56"E 66.44'C9N81°58'13"E 6.18'
C8S89°45'38"E 821.79'
C7 M&P
S81°58'13"W 6.18' M
S81°58'13"W 6.18' P C6 M&P
N89°48'56"W 87.36' M
N89°48'56"E 87.36' P
42' PUBLIC INGRESS/EGRESS
& PRIVATE WATER MAIN, &
SANITARY SEWER EASEMENT
42' PUBLIC INGRESS/EGRESS &
PRIVATE WATER MAIN, &
SANITARY SEWER EASEMENT 7' GAS MAIN EASEMENT
10' PUE
10' PUE
7' GAS MAIN EASEMENT
10' PUE
10' PUE
10' PUE
7' GAS MAIN EASEMENT
10' PUE
10' PUE
7' GAS MAIN
EASEMENT
7' GAS MAIN EASEMENT 10' PUE
S0
0
°
1
3
'
2
6
"
W
2
3
8
.
5
8
'
STORMWATER MANAGEMENT
EASEMENT
N0
0
°
4
1
'
1
7
"
E
1
2
9
.
8
6
'
L
1
L2
L3
L4
L5
L6 L7
L8 L9
L10
L11
L12
L13
L14 L15
L16
L1
7
L18
L19 L20
L
2
1
L2
2
L
2
3
L2
4
L2
5
L26
L27
L2
8
L
2
9
L31
L3
2 L33
40,975SF
STREET LOT C
15
,
0
4
5
S
F
ST
R
E
E
T
L
O
T
B
17
,
0
0
2
S
F
ST
R
E
E
T
L
O
T
A
C5
DAISY LANE
KI
N
L
E
Y
D
R
I
V
E
Existing 30' Sanitary &
Storm Sewer Easement
(Bk 2018, Pg 21225)
Existing 20' Surface Flowage
& Storm Sewer Easement
(Bk 2018, Pg 21227)
Existing 10' PUE
(Bk 2018, Pg 21224)
Existing 20' Storm Sewer Easement
(Bk 2018, Pg 4059)
Existing 40' Sanitary Sewer Easement
(Bk 2018, Pg 4059)
Existing 30' Drainage &
Storm Sewer Easement
(Bk 2018 Pg 21223)
Exi
s
t
i
n
g
1
0
'
P
U
E
(B
k
2
0
1
8
,
P
g
2
1
2
2
4
)
Existing 30' Private
Sanitary Sewer Easement
(Bk 2018 Pg 21228)
Existing 10' PUE
(Bk 2018,Pg 24197)
Existing 15' Storm
Sewer Easement
(Bk 2018, Pg 21222)
N0°41'17"E 28.85' M&P
N89°18'43"W 130.00' M&P
Existing 10' PUE
(Bk 2018, Pg 21222)
L34
N89°12'41"W 120.19'
S12°55'09"W 20.00'
S77°04'51"E 63.06'
Sanitary Sewer Easement
N0
°
4
1
'
1
7
"
E
4
8
5
.
8
8
'
18
19
20
21
22
23
24
25
26
27
28
29
30
31 32
SE Corner
Outlot "Y"
NE Corner
Outlot "X"
Fnd 1/2" Rebar
YPC #18660
120
.
0
0
'
R
.
O
.
W
.
10
T
H
S
T
R
E
E
T
12
0
.
0
0
'
R
.
O
.
W
.
120.00'
R
.
O
.
W
.
20' Sanitary
Sewer Easement
Outl
o
t
"
Y
"
Spri
n
g
C
r
e
s
t
P
l
a
t
3
L
O
C
U
S
T
S
T
R
E
E
T
1
2
0
.
0
0
'
R
.
O
.
W
.
N54°03'19"W 74.78' M&P
L37
L3
8
L39
L4
0
L41
Outlot "X"
Spring Crest Plat 3
Existing 25' Landscape
Buffer Easement
(Bk 2018, Pg 21226)
South Line Outlot "X"
North Line Outlot "Y"
OUTLOT "Y"
SPRING CREST TO
W
N
H
O
M
E
S
(BK 2018, PG 1199
9
)
SPRING CREST PL
A
T
3
(BK 2018, PG 2121
6
)
PT NW1/4 NE1/4
SEC. 32-79-26
DEERY BROTHERS
W
A
U
K
E
E
D
E
V
E
L
O
P
M
E
N
T
(BK 2018, PG 4059
)
17
16
MAPLE STREET
10' PUE
35.00'
NW Corner Outlot "X"
Fnd 1/2" Rebar
YPC #18660
PT PARCEL 21-10
(BK 2021, PG 1016
1
)
PT
P
A
R
C
E
L
2
1
-
1
0
(B
K
2
0
2
1
,
P
G
1
0
1
6
1
)
Existing 25' Landscape
Buffer Easement
(Bk 2018, Pg 21226)
Existing 25' Landscape
Buffer Easement
(Bk 2018, Pg 21226)
45.00'
60.00'
S28°36'02"E 13.34'
11
T
H
S
T
R
E
E
T
N89°45'38"W 856.52' M&P
35.00'
35.00'
N
5
4
°
0
3
'
1
8
"
W
7
8
.
0
0
'
N89°45'11"W 70.00'
35.00'35.00'
34.16'
Point Of Beginning
SW Corner Outlot "X" &
SE Corner Parcel 21-10
S89°20'17"E 140.32'
L44 L4
5
L46
C17
Existing Storm Water Detention Basin Easement
(Bk 2018, Pg 21225)
20' Temporary
Construction Easement
(To Be Recorded In Separate Document)
Fnd 1/2" Rebar
YPC #18660Fnd 1/2" Rebar
YPC #18660Fnd 1/2" Rebar
YPC #18660
L30
L43
C1
6
L42
66
.
1
6
'
24.50'
S89°18'43"E 35.00'
11
T
H
S
T
R
E
E
T
N0
°
4
1
'
1
7
"
E
3
9
4
.
8
7
'
BY
DA
T
E
RE
V
I
S
I
O
N
MA
R
K
Sc
a
l
e
:
Te
c
h
n
i
c
i
a
n
:
T-
R
-
S
:
SN
Y
D
E
R
&
A
S
S
O
C
I
A
T
E
S
,
I
N
C
.
|
Ch
e
c
k
e
d
B
y
:
En
g
i
n
e
e
r
:
Da
t
e
:
1"
=
Pr
o
j
e
c
t
N
o
:
Sh
e
e
t
Project No:
Sheet
27
2
7
S
.
W
.
S
N
Y
D
E
R
B
L
V
D
AN
K
E
N
Y
,
I
O
W
A
5
0
0
2
3
51
5
-
9
6
4
-
2
0
2
0
|
w
w
w
.
s
n
y
d
e
r
-
a
s
s
o
c
i
a
t
e
s
.
c
o
m
ED
G
LJ
M
KM
M
02
-
0
1
-
2
0
2
2
50
'
12
1
.
0
5
5
3
.
0
1
2
O
F
2
121.0553.01
2 OF 2
SP
R
I
N
G
C
R
E
S
T
T
O
W
N
H
O
M
E
S
P
L
A
T
2
FI
N
A
L
P
L
A
T
WA
U
K
E
E
,
I
O
W
A
RE
V
I
S
E
D
P
E
R
C
I
T
Y
C
O
M
M
E
N
T
S
RE
V
I
S
E
D
P
E
R
O
W
N
E
R
C
O
M
M
E
N
T
S
RE
V
I
S
E
D
P
E
R
I
N
T
E
R
N
A
L
R
E
V
I
E
W
02
-
1
5
-
2
2
05
-
2
0
-
2
2
06
-
0
1
-
2
2
LJ
M
AJ
D
LJ
M
123
TT
N
-
R
R
W
-
S
S
V:
\
P
r
o
j
e
c
t
s
\
2
0
2
1
\
1
2
1
.
0
5
5
3
.
0
1
\
C
A
D
D
\
F
P
_
1
2
1
0
5
5
3
_
F
P
T
.
d
w
g
LO
G
A
N
M
Y
E
R
S
,
FI
N
A
L
P
L
A
T
-
2
0
2
2
,
20
2
2
/
0
6
/
0
1
,
11
:
1
9
A
M
,
AN
S
I
F
U
L
L
B
L
E
E
D
D
(
3
4
.
0
0
X
2
2
.
0
0
I
N
C
H
E
S
)
FEET
0 50