HomeMy WebLinkAbout2019-04-01-J08 Hurd Kettlestone_Preliminary Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 1, 2019
AGENDA ITEM: Consideration of approval of a resolution approving preliminary plat for
Hurd Kettlestone
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Hurd Kettlestone, is requesting approval of a
preliminary plat for an approximately 36.67-acre subdivision located
north of Interstate 80 and east of Grand Prairie Parkway. The proposed
preliminary plat includes one (1) lot and seven (7) outlots for
commercial/retail development. Lot 1 is 19.8-acres in area. The
remaining outlots, except for Outlots E and G, will be platted in the
future as development continues. Outlots E and G are intended for storm
water detention.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on March 26,
2019, and recommended approval:
Approval of a Preliminary Plat for Hurd Kettlestone
Senior Planner, Andy Kass, introduced the request for approval of a preliminary and final plat as
submitted by the applicant, Hurd Kettlestone. The preliminary and final plat proposes a
commercial development generally located north of Interstate 80 and east of Grand Prairie
Parkway, containing approximately 36.6 acres. The subject property was rezoned in late 2018 to
the K-RR (Kettlestone Retail Regional District) zoning, and does include the very southern
portion that previously was a part of the DOT rest area that was removed during the construction
of Grand Prairie Parkway.
Mr. Kass advised that the plat indicates one lot for commercial/retail use containing
approximately 19.8 acres. The remaining property is divided among 7 outlots, 5 of which will be
for future development and two, outlots E and G, for storm water detention. A short segment of
SE Kettlestone Boulevard will be extended as part of a City project for access to the site with
further extensions being development driven. Utility connections currently exist to serve the
property, and all utilities interior to the development will be privately owned and maintained.
At this time Staff recommends approval subject to any remaining staff comments.
J8
Commissioner Hoifeldt questioned if the suggestion would be to complete the unpaved
part of the Boulevard. Mr. Kass advised that was correct, extend the road and move the
full access to the east.
Commissioner Ward questioned if this takes away the Kum and Go left access. Mr. Kass
advised that was correct. The access off of Grand Prairie Parkway will remain as it is.
Commissioner Hoifeldt questioned if there was discussion about keeping some of the
trees on the lot. Mr. Kass advised that due to grading a vast majority of the trees on the
lot would be removed.
Commissioner Ward moved to approve the preliminary plat for Hurd Kettlestone subject to any
remaining staff comments. Commissioner Broderick seconded the motion. Ayes: Ward,
Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff’s position is that the proposed preliminary plat
meets the intent and the requirements of the K-RR Zoning District and
the Waukee Subdivision Ordinance with the submittal of this preliminary
plat.
RECOMMENDATION: Staff recommends approval of the Preliminary Plat for Hurd
Kettlestone, subject to remaining staff comments.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Preliminary Plat
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING HURD KETTLESTONE PRELIMINARY PLAT
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, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Preliminary Plat for Hurd Kettlestone on March 26, 2019, subject to remaining
staff comments; AND,
WHEREAS, the Preliminary Plat for Hurd Kettlestone is in general conformance with section
§303 - Land Subdivision Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 1st day of April, 2019 that the Preliminary Plat for Hurd Kettlestone be approved subject
to remaining staff comments.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Hurd Kettlestone – Preliminary Plat & Final
Plat
PREPARED BY: Andy Kass AICP, Senior Planner
REPORT DATE: March 21, 2019
MEETING DATE: March 26, 2019
GENERAL INFORMATION
Applicant: Hurd Kettlestone
Owner:
Hurd Kettlestone
Owner’s Representative:
Jerremy Foss, P.E. with ISG
Request: The applicant is requesting approval of a preliminary
plat and final plat for a commercial development.
Location and Size: Property is generally located north of Interstate 80
and east of Grand Prairie Parkway containing
approximately 36.67 acres more or less.
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE).
March 21, 2019
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped
Kettlestone – Regional
Retail
K-RR (Kettlestone Retail Regional District)
North Vacant –
Undeveloped
Kettlestone – Regional
Retail
K-RR (Kettlestone Retail Regional District)
South Interstate 80 Right of
Way
Not applicable Not applicable
East Vacant –
Undeveloped
Kettlestone – Regional
Retail
A-1 (Agricultural District)
West Kum & Go/Vacant Kettlestone – Regional
Retail
K-RR (Kettlestone Retail Regional District)
HISTORY
The subject property is located within the Kettlestone Corridor and includes approximately 37 acres located on the
east side of Grand Prairie Parkway. In 2014, the City of Waukee completed a master plan for Kettlestone which includes
the subject property. The master plan was followed by the completion of the Kettlestone Design Guidelines and
Kettlestone zoning districts. The subject property was recently rezoned to K-RR (Kettlestone Retail Regional District).
It should also be noted that the very southern 8.2 acres of the subject property was previously a part of the DOT rest
area that was removed during the construction of Grand Prairie Parkway. The approximately 8.2 acre parcel just
recently received approval of annexation into the City of Waukee.
PROJECT DESCRIPTION
LOTS
The preliminary plat and final plat identify one (1) lot to be platted at this time. Lot 1 is proposed to be 19.8-acres in
area for commercial/retail development. Seven (7) outlots make up the rest of the property and are intended for future
commercial/retail development. The outlots will be platted when future development occurs.
Table 1: K-RR Zoning District Bulk Regulations
Category K-RR (minimum)
Lot Area No minimum
Lot Width No minimum
Front Yard Setback No minimum (20 feet for accessory structures)
Rear Yard Setback No minimum (5 feet for accessory structures)
Side Yard Setback No minimum (5 feet for accessory structures)
STREETS AND TRAIL
A short segment of SE Kettlestone Boulevard will be extended as part of a City project. SE Kettlestone Boulevard will
be extended from the west. A boulevard section will be constructed with each side of the boulevard having 26-feet wide
pavement. The pavement will only extend to east of the access into the development at this time. In the future, as
March 21, 2019
3 of 3
development continues, further paving will occur. A ten-foot-wide trail will be constructed along the south side of SE
Kettlestone Boulevard.
UTILITIES
Utilities exist to serve the property. As part of the City street paving project, sanitary sewer and water main will be
stubbed into the property. All utilities interior to the development will be privately owned and maintained.
Storm water detention for the development will be provided within Outlots E and G. These outlots will be owned and
maintained by an association.
STAFF RECOMMENDATION
The proposed lot meets the minimum requirements of the Zoning Ordinance. The preliminary plat and final plat are in
general conformance with the Subdivision Ordinance. Staff recommends approval subject to remaining staff comments.
N83°55'29"E
1
3
1
8
.
7
7
S00°47'16"W 935.37902344
159313
475182
206
L =4 2 4 Δ =2 2 °5 6 '3 2 "
135
68
L =2 8 5 Δ =1 7 °2 0 '3 8 "
68
Proposed 20'
P
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Storm Easem
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Proposed 15' PrivateWatermain EasementProposed 30' PrivateSanitary EasementPropo
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Goodall,
Charles F & Cheryl A Jtrs
(A-1 Zoning)
Deseret Trust Company As Trustee
(K-RR Zoning)
1/2" Iron
RLS 16747
1/2" Iron
Chiseled "X"
William C Knapp, Lc
(K-RR Zoning)
NW Corner
SE 1/4 - NE 1/4
Sec. 9-78-26
NE Corner
SE 1/4 - NE 1/4
Sec. 9-78-26
Found 5/8" Rebar
N. Line
SE 1/4 - NE 1/4
Sec. 9-78-26
E. LineSE 1/4 - NE 1/4(R/W Width Varie
s
)
RR Rail735176161285
455
14868747530759561
OUTLOT A
LOT 1
OUTLOT B
OUTLOT C
OUTLOT D
86,160 sq. ft.
1.977 acres
(K-RR Zoning)
OUTLOT E
102,258 sq. ft.
2.348 acres
(K-RR Zoning)31SE KETT
L
E
S
T
O
N
E
B
L
V
D
20
20 Access EasementPer B 2019, P 149823923640AP GPP, LC
(K-RR Zoning)
10' PU
E
10' PUE10 10' GasEasement10
Access Easem
e
n
t
Per B 2019, P
1
4
9
8
Goodall,
Charles F & Cheryl A Jtrs
(A-1 Zoning)
MATCH LINE
Sanitary & Storm Sewer Easement
Per Book 2017, Page 13000
Storm Sewer Easement
Per Book 2017, Page 20607
2030
1
5
20
20
1
5
20
15
152020STREET LOT
A
Access Easem
e
n
t
Per B 2019, P
1
4
9
8
Propo
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P
ri
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Draina
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e
E
a
s
e
m
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2
0
Drainage Easement
Over all of Outlot E
1526.026.010.0Proposed TemporaryOff-Site Construction Easement5/8" Rebar
2024.825.110.010' PUE
10' PUE
20 48
=1°30'58"
L=28
L =1 9 3 .5 8 Δ =1 0 °2 7 '4 9 "
L =2 3 8 .7 4 Δ =1 2 °5 2 '1 2 "864,145 sq. ft.
19.838 acres
(K-RR Zoning)
1300 SE Kettlestone Blvd.
25,129 sq. ft.
0.557 acres
(K-RR Zoning)
134,514 sq. ft.
3.088 acres
(K-RR Zoning)
53,573 sq. ft.
1.207 acres
(K-RR Zoning)
85,973 sq. ft.
1.974 acres5.040.710101
010
2/19/19 City Comments KH
22306 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
6OF
PRELIMINARY
PLAT
1
-
KH
-
-
1/22/19
18-22306
XX-XX SHEET TITLE
300 PROJ. NO (no year) XX-XX
WAUKEE IOWA
SEC. 9, TWP. 78, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Dallas County, Iowa
N
NW 1/4NE 1/4SE 1/4SW 1/4
Inter
s
t
a
t
e
8
0
HURD KETTLESTONE
PRINTED SIGNATURE
SIGNATURE SIGNATURE DATE
REGISTRATION EXPIRES DATE ISSUED
SEAL
WIO A SHEETS COVERED BY THIS SEALLICENSED PROFE S S I ONAL L
A
N
D SURVEYORI HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT
WAS PREPARED AND THE RELATED SURVEY WORK WAS
PERFORMED BY BE OR UNDER MY DIRECT PERSONAL
SUPERVISION AND THAT AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA.
DANIEL L.
STUEBER
19880
DANIEL L. STUEBER
x
My license renewal date is 12/31/19
1DRAFT
0
SCALE IN FEET
60 120 Grand Prairie PkwyLEGAL DESCRIPTION:
(Per Preliminary Title Opinion Prepared by Hogan Law Office 11/26/2018)
Parcel 18-116 of the Survey of a part of the SE 1/4 of the NE 1/4 and the NE
1/4 of the SE 1/4 of Section 9, Township 78 North, Range 26 West of the 5th
P.M., Waukee, Dallas County, Iowa, as shown in Book 2018, Page 18910 in
the Office of the Recorder of Dallas County, Iowa.
OWNER / DEVELOPERS:SURVEYOR:
Hurd Kettlestone ISG
2000 Fuller Road 508 East Locust Street
West Des Moines, IA 50265 Des Moines, IA 50309
515-243-9143
BEARING NOTE:
The orientation of this bearing system is based on the east line of the Southeast
Quarter of the Northeast Quarter. Said line bears South 00 degrees 47 minutes 16
seconds West.
BENCHMARK:
Top nut Fire Hydrant located along the west property line, approximately 700 feet
south of Kettlestone Blvd.
Elevation - 1017.01
ZONING:
Zoning: K-RR (Kettlestone Regional Retail)
Setbacks
Front - 0 feet principal, 20' accessory
Back - 0 feet principal, 5' accessory
Side - 0 feet principal, 5' accessory
Maximum Height Restrictions
Principle Building - 8 stories
Accessory Building - 1 story
Bulk Minimum Requirements
Building Separation - 25'
Bulk Maximum Requirements
FAR - 0.35
FLOOD ZONE:
The surveyed premises shown on this survey map
is in Flood Zone X, according to Flood Insurance
Rate Map Community Panel No. 19049C0355F,
published by the Federal Emergency Management
Agency, effective date December 7, 2018.
AREA TABLE:
Lot 1, Block 1: 864,145 sq. ft. - 19.84 acres
Outlot A: 25,129 sq. ft. - 0.58 acres
Outlot B: 134,514 sq. ft. - 3.09 acres
Outlot C: 52,573 sq. ft. - 1.21 acres
Outlot D: 86,160 sq. ft. - 1.98 acres
Outlot E: 102,258 sq. ft. - 2.35 acres
Outlot F: 211,687 sq. ft. - 4.86 acres
Outlot G: 34,986 sq. ft. - 0.80 acres
Right of Way: 85,973 sq. ft. - 1.97 acres
Total: 1,597,433 sq. ft. - 36.67 acres
NOTES:
1. All utilities are only generally located. Contractor is responsible for
locating and exposing all utilities that may interfere with construction
before construction begins.
2. Detention Basin Flood Design
Proposed Wet Pond (Outlot E): HWL=1005.27 - NWL=1001.00
Proposed Dry Pond (Outlot G): HWL=1007.03 - Bot=1003.5
3. Sheets 3 and 4 depict the planned location of site improvements upon
subject property. The location of planned site improvements are
based on final engineering plans prepared by ISG, dated 2/19/19.
Proposed improvements are shown as colored.
4. The storm sewer, water main, and sanitary sewer within this
subdivision are considered private utilities that provide service to the
depicted Outlots and are shown hereon.
5. Hurd Kettlestone will maintain ownership of Outlots E and G.
LEGEND
Iron Monument Found
Proposed Concrete Surface
Existing Concrete Surface
PROPOSED RETAIL
DEVELOPMENT
HURD REALTY
3/5/19 City Comments KH
3/26/19 City Comments KH
S61°
3
0'
1
7"
W
214.
3
7
S60°
1
1'
1
4"
W
4
8
5.
2
0
S56°
5
5'
4
3"
W
250.
3
8
S58°11'04"W
60.43
S77°21'5
9
"
W
4
5
8
.
7
6
N01°09'18"E
78.18 N00°46'50"E 1330.00311
=6°16'55"
L=55
739
122368
152Proposed 30' PrivateSanitary EasementProposed 15' Private
Watermain Easement
Proposed 20' Private
Storm EasementProposedPrivate StormEasementAlum. DOT
Disc
Alum. DOT Disc
Alum. DOT Disc
Alum. DOT Disc
Oakleaf Properties Lc
(K-RR Zoning)
SW Corner
SE 1/4 - NE 1/4
Found Disc
Oakleaf Properties Lc
(K-RR Zoning)
S. Line
SE 1/4 - NE 1/4W. LineSE 1/4 - NE 1/4W. Line
NE 1/4 - SE 1/4
1/2" Iron
E 1/4 Corner
Sec. 9-78-26
Found No. 15482 101373
112
133
118362291
232
226
OUTLOT F
211,687 sq. ft.
4.860 acres
(K-RR Zoning)
OUTLOT G
34,986 sq. ft.
0.803 acres
(K-RR Zoning)3135Ingress/Egress Easement
Per Book 2015, Page 15711 2020Access Easement
Per B 2019, P 1498
Access Easement
Per B 2019,
P 1498 236Alum.
DOT Disc
10' PUE
10' PUE 10' PUE10
10' GasEasement10' PUE10
10' Gas Easement
10' PU
E10
1
0
10' PU
E
10' PU
E
1
0
10' PUE
10' PUE
1
0
101010
Alum. D
O
T
D
i
s
c
MATCH LINE
(R/W
Wi
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t
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V
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ri
e
s
)
N'ly R/
W
Li
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Interst
at
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8
0
10
10' Gas
Easement 10' G
a
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Easem
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1
0
10' Gas
Easement
30
30
15202
0
20
20
1
5
20
1520
201520
2020Propo
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2
0'
P
ri
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Sanita
r
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E
a
s
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m
e
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t
15
Access Easem
e
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t
Per B 2019, P
1
4
9
8
Drainage Easement
Over all of Outlot G
20
Proposed Temporary
Off-Site Construction
Easement
Proposed Watermain
Connection Easement
LOT 1
864,145 sq. ft.
19.838 acres
(K-RR Zoning)
1300 SE Kettlestone Blvd.
2/19/19 City Comments KH
22306 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
6OF
PRELIMINARY
PLAT
2
-
KH
-
-
1/22/19
18-22306
XX-XX SHEET TITLE
300 PROJ. NO (no year) XX-XX
WAUKEE IOWA
SEC. 9, TWP. 78, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Dallas County, Iowa
N
NW 1/4SE 1/4SW 1/4
Inter
s
t
a
t
e
8
0
HURD KETTLESTONE
PRINTED SIGNATURE
SIGNATURE SIGNATURE DATE
REGISTRATION EXPIRES DATE ISSUED
SEAL
WIO A SHEETS COVERED BY THIS SEALLICENSED PROFE S S I ONAL L
A
N
D SURVEYORI HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT
WAS PREPARED AND THE RELATED SURVEY WORK WAS
PERFORMED BY BE OR UNDER MY DIRECT PERSONAL
SUPERVISION AND THAT AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA.
DANIEL L.
STUEBER
19880
DANIEL L. STUEBER
x
My license renewal date is 12/31/19
1DRAFT NE 1/4Grand Prairie Pkwy0
SCALE IN FEET
60 120
LEGAL DESCRIPTION:
(Per Preliminary Title Opinion Prepared by Hogan Law Office 11/26/2018)
Parcel 18-116 of the Survey of a part of the SE 1/4 of the NE 1/4 and the NE
1/4 of the SE 1/4 of Section 9, Township 78 North, Range 26 West of the 5th
P.M., Waukee, Dallas County, Iowa, as shown in Book 2018, Page 18910 in
the Office of the Recorder of Dallas County, Iowa.
OWNER / DEVELOPERS:SURVEYOR:
Hurd Kettlestone ISG
2000 Fuller Road 508 East Locust Street
West Des Moines, IA 50265 Des Moines, IA 50309
515-243-9143
BEARING NOTE:
The orientation of this bearing system is based on the east line of the Southeast
Quarter of the Northeast Quarter. Said line bears South 00 degrees 47 minutes 16
seconds West.
BENCHMARK:
Top nut Fire Hydrant located along the west property line, approximately 700 feet
south of Kettlestone Blvd.
Elevation - 1017.01
ZONING:
Zoning: K-RR (Kettlestone Regional Retail)
Setbacks
Front - 0 feet principal, 20' accessory
Back - 0 feet principal, 5' accessory
Side - 0 feet principal, 5' accessory
Maximum Height Restrictions
Principle Building - 8 stories
Accessory Building - 1 story
Bulk Minimum Requirements
Building Separation - 25'
Bulk Maximum Requirements
FAR - 0.35
FLOOD ZONE:
The surveyed premises shown on this survey map
is in Flood Zone X, according to Flood Insurance
Rate Map Community Panel No. 19049C0355F,
published by the Federal Emergency Management
Agency, effective date December 7, 2018.
NOTES:
1. All utilities are only generally located. Contractor is responsible for
locating and exposing all utilities that may interfere with construction
before construction begins.
2. Detention Basin Flood Design
Proposed Wet Pond (Outlot E): HWL=1005.27 - NWL=1001.00
Proposed Dry Pond (Outlot G): HWL=1007.03 - Bot=1003.5
3. Sheets 3 and 4 depict the planned location of site improvements upon
subject property. The location of planned site improvements are
based on final engineering plans prepared by ISG, dated 2/19/19.
Proposed improvements are shown as colored.
4. The storm sewer, water main, and sanitary sewer within this
subdivision are considered private utilities that provide service to the
depicted Outlots and are shown hereon.
5.Hurd Kettlestone will maintain ownership of Outlots E and G.
PROPOSED RETAIL
DEVELOPMENT
HURD REALTY
3/5/19 City Comments KH
LEGEND
Iron Monument Found
Proposed Concrete Surface
Existing Concrete Surface
AREA TABLE:
Lot 1, Block 1: 864,145 sq. ft. - 19.84 acres
Outlot A: 25,129 sq. ft. - 0.58 acres
Outlot B: 134,514 sq. ft. - 3.09 acres
Outlot C: 52,573 sq. ft. - 1.21 acres
Outlot D: 86,160 sq. ft. - 1.98 acres
Outlot E: 102,258 sq. ft. - 2.35 acres
Outlot F: 211,687 sq. ft. - 4.86 acres
Outlot G: 34,986 sq. ft. - 0.80 acres
Right of Way: 85,973 sq. ft. - 1.97 acres
Total: 1,597,433 sq. ft. - 36.67 acres
3/26/19 City Comments KH
FBOFBOFBOFBOFBOFBON83°55'29"E
1
3
1
8
.
7
7
S00°47'16"W 935.37902344
159313
475182
206
L =4 2 4 Δ =2 2 °5 6 '3 2 "
135
68
L =2 8 5 Δ =1 7 °2 0 '3 8 "
68
Proposed 20'
P
r
i
v
a
t
e
Storm Easem
e
n
t
Proposed 15' PrivateWatermain EasementProposed 30' PrivateSanitary EasementPropo
s
e
d
1
5'
P
ri
v
a
t
e
Waterm
ai
n
E
a
s
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m
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Propo
s
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2
0'
P
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Storm
E
a
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P
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P
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E
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GGCB
T/C=1024.42
I E=1019.65 15" RCP
I W=1019.45 15" RCP
CB
T/C=1024.44
I=1019.80 15" RCP
CB
T/C=1019.23
I=
MH
R=1019.35
I NE=1004.19
I S=1004.02
I NW=1003.99
CB
T/C=1018.73
I W=1015.40 15" PVC
SUMP=1014.80
MESH COVERED
Goodall,
Charles F & Cheryl A Jtrs
(A-1 Zoning)
Deseret Trust Company As Trustee
(K-RR Zoning)
1/2" Iron
RLS 16747
1/2" Iron
Chiseled "X"
William C Knapp, Lc
(K-RR Zoning)
NW Corner
SE 1/4 - NE 1/4
Sec. 9-78-26
NE Corner
SE 1/4 - NE 1/4
Sec. 9-78-26
Found 5/8" Rebar
N. Line
SE 1/4 - NE 1/4
Sec. 9-78-26
E. LineSE 1/4 - NE 1/4(R/W Width Varie
s
)
RR Rail735176161285
455
14868747530759561
OUTLOT A
LOT 1
OUTLOT B
OUTLOT C
OUTLOT D
86,160 sq. ft.
1.977 acres
(K-RR Zoning)
OUTLOT E
102,258 sq. ft.
2.348 acres
(K-RR Zoning)31SE KETT
L
E
S
T
O
N
E
B
L
V
D
20
20 Access EasementPer B 2019, P 149823923640AP GPP, LC
(K-RR Zoning)
SAN MH
R=1023.13
I=994.63
SAN MH
R=1022.77
I=993.47
10' PU
E
10' PUE10 10' GasEasement10
Access Easem
e
n
t
Per B 2019, P
1
4
9
8
Goodall,
Charles F & Cheryl A Jtrs
(A-1 Zoning)
MATCH LINE
Sanitary & Storm Sewer Easement
Per Book 2017, Page 13000
Storm Sewer Easement
Per Book 2017, Page 20607
100 Year HWL
1005.45
15" PVC
12" DIP
2030
1
5
20
20
1
5
20
15
15202
0
STREET LOT
A
Access Easem
e
n
t
Per B 2019, P
1
4
9
8
Propo
s
e
d
P
ri
v
a
t
e
Draina
g
e
E
a
s
e
m
e
n
t
2
0
Drainage Easement
Over all of Outlot E
1526.026.010.0Proposed TemporaryOff-Site Construction Easement5/8" Rebar
100
Y
e
ar
H
W
L
1011.
7
4
2012" RCP
8" Sanitary12" RCP15" RCP
18" R
C
P 24" RCP12" Water8" Wat
er
8" Water8"
Wa
te
r
8"
Wa
te
r18"
RCP24" RCP48"
RCP8"
Wa
te
r
15" R
C
P
18" R
C
P
18" R
C
P
24" RCP
24"
RCP
12" RCP
12"
RCP
12" RCP
48" RCP
36" RCP
36" RCP24.825.110.010' PUE
10' PUE
20 48
=1°30'58"
L=28
L =1 9 3 .5 8 Δ =1 0 °2 7 '4 9 "
L =2 3 8 .7 4 Δ =1 2 °5 2 '1 2 "864,145 sq. ft.
19.838 acres
(K-RR Zoning)
1300 SE Kettlestone Blvd.
25,129 sq. ft.
0.557 acres
(K-RR Zoning)
134,514 sq. ft.
3.088 acres
(K-RR Zoning)
53,573 sq. ft.
1.207 acres
(K-RR Zoning)
85,973 sq. ft.
1.974 acres5.040.710101
010
2/19/19 City Comments KH
22306 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
6OF
PRELIMINARY
PLAT
3
-
KH
-
-
1/22/19
18-22306
XX-XX SHEET TITLE
300 PROJ. NO (no year) XX-XX
WAUKEE IOWA
SEC. 9, TWP. 78, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Dallas County, Iowa
N
NW 1/4SE 1/4SW 1/4
Inter
s
t
a
t
e
8
0
HURD KETTLESTONE
PRINTED SIGNATURE
SIGNATURE SIGNATURE DATE
REGISTRATION EXPIRES DATE ISSUED
SEAL
WIO A SHEETS COVERED BY THIS SEALLICENSED PROFE S S I ONAL L
A
N
D SURVEYORI HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT
WAS PREPARED AND THE RELATED SURVEY WORK WAS
PERFORMED BY BE OR UNDER MY DIRECT PERSONAL
SUPERVISION AND THAT AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA.
DANIEL L.
STUEBER
19880
DANIEL L. STUEBER
x
My license renewal date is 12/31/19
1DRAFT
0
SCALE IN FEET
60 120
NE 1/4Grand Prairie PkwyLEGAL DESCRIPTION:
(Per Preliminary Title Opinion Prepared by Hogan Law Office 11/26/2018)
Parcel 18-116 of the Survey of a part of the SE 1/4 of the NE 1/4
and the NE 1/4 of the SE 1/4 of Section 9, Township 78 North,
Range 26 West of the 5th P.M., Waukee, Dallas County, Iowa, as
shown in Book 2018, Page 18910 in the Office of the Recorder of
Dallas County, Iowa.
OWNER / DEVELOPERS:SURVEYOR:
Hurd Kettlestone ISG
2000 Fuller Road 508 East Locust Street
West Des Moines, IA 50265 Des Moines, IA 50309
515-243-9143
BEARING NOTE:
The orientation of this bearing system is based on the east line of the
Southeast Quarter of the Northeast Quarter. Said line bears South 00
degrees 47 minutes 16 seconds West.
BENCHMARK:
Top nut Fire Hydrant located along the west property line, approximately
700 feet south of Kettlestone Blvd.
Elevation - 1017.01
ZONING:
Zoning: K-RR (Kettlestone Regional Retail)
Setbacks
Front - 0 feet principal, 20' accessory
Back - 0 feet principal, 5' accessory
Side - 0 feet principal, 5' accessory
Maximum Height Restrictions
Principle Building - 8 stories
Accessory Building - 1 story
Bulk Minimum Requirements
Building Separation - 25'
Bulk Maximum Requirements
FAR - 0.35
FLOOD ZONE:
The surveyed premises shown on this survey map
is in Flood Zone X, according to Flood Insurance
Rate Map Community Panel No. 19049C0355F,
published by the Federal Emergency Management
Agency, effective date December 7, 2018.
NOTES:
1. All utilities are only generally located. Contractor is responsible for
locating and exposing all utilities that may interfere with
construction before construction begins.
2. Detention Basin Flood Design
Proposed Wet Pond (Outlot E): HWL=1005.27 - NWL=1001.00
Proposed Dry Pond (Outlot G): HWL=1007.03 - Bot=1003.5
Proposed Bio-Cell (North of Store): HWL=1011.74 - Bot=1008.0
3. Sheets 3 and 4 depict the planned location of site improvements
upon subject property. The location of planned site improvements
are based on final engineering plans prepared by ISG, dated
2/19/19. Proposed improvements are shown as colored.
4. The storm sewer, water main, and sanitary sewer within this
subdivision are considered private utilities that provide service to
the depicted Outlots and are shown hereon.
5. Hurd Kettlestone will maintain ownership of Outlots E and G.
PROPOSED RETAIL
DEVELOPMENT
HURD REALTY
3/5/19 City Comments KH
Light Pole
Utility Pedestal
Utility Hand Hole
Water Valve
Hydrant
Curb Stop
Sign
Post
Iron Monument Found
Manhole/Catch Basin
Deciduous Tree
Coniferous Tree
LEGEND
Existing Concrete Surface
Proposed Concrete Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Underground Gas Line
Underground Electric Line
Underground Utility Line
Proposed Sanitary Sewer Line
Proposed Storm Sewer Line
Proposed Water Line
Proposed Underground Electric Line
Proposed Underground Fiber Optic Line
Proposed Underground Telephone Line
Proposed Underground Gas Line
Proposed Contours
Existing Contours
Treeline
Tree Removal Limits
Fence
FBO
1014
1015
3/26/19 City Comments KH
FBO
FBOFBOFBOFBOFBOFBOFBOFBOFBO FBO FBO FBO FBO FBO
FBO
FBO
S61°
3
0'
1
7"
W
214.3
7
S60°
1
1'
1
4"
W
4
8
5.
2
0
S56°
5
5'
4
3"
W
250.
3
8
S58°11'04"W
60.43
S77°21'5
9
"
W
4
5
8
.
7
6
N01°09'18"E
78.18 N00°46'50"E 1330.00311
=6°16'55"
L=55
739
122368
152Proposed 30' PrivateSanitary EasementProposed 15' Private
Watermain Easement
Proposed 20' Private
Storm EasementProposedPrivate StormEasementBENCHMARK HYDRANT
TNFH = 1017.01 I=1011.93I=1012.30I=999
.68
I=998
.48
CB
T/C=1018.73
I W=1015.40 15" PVC
SUMP=1014.80
MESH COVERED
CB
T/C=1018.62
I=1015.45 15" PVC
SUMP=1015.30
CB
T/C=1018.14
I W=1014.99 15" PVC
I N=1014.99 15" PVC
SUMP=1014.42
CB
T/C=1018.14
I S=1015.21 15" PVC
I NE=1015.21 15" PVC
I N=1015.04 15" PVC
SUMP=1014.16
Alum. DOT
Disc
Alum. DOT Disc
Alum. DOT Disc
Alum. DOT Disc
Wooded
Wooded
Oakleaf Properties Lc
(K-RR Zoning)
SW Corner
SE 1/4 - NE 1/4
Found Disc
Oakleaf Properties Lc
(K-RR Zoning)
S. Line
SE 1/4 - NE 1/4W. LineSE 1/4 - NE 1/4W. Line
NE 1/4 - SE 1/4Barb WireFenceI=1007.59
HH
HH
EM
1/2" Iron
E 1/4 Corner
Sec. 9-78-26
Found No. 15482
W 101373
112
133
118362291
232
226
OUTLOT F
211,687 sq. ft.
4.860 acres
(K-RR Zoning)
OUTLOT G
34,986 sq. ft.
0.803 acres
(K-RR Zoning)3135Ingress/Egress Easement
Per Book 2015, Page 15711 2020Access Easement
Per B 2019, P 1498
Access Easement
Per B 2019,
P 1498 236Alum.
DOT Disc
10' PUE
10' PUE 10' PUE10
10' GasEasement10' PUE10
10' Gas Easement
10' PU
E10
1
0
10' PU
E
10' PU
E
1
0
10' PUE
10' PUE
1
0
101010
Alum. D
O
T
D
i
s
c
MATCH LINE
(R/W
Wi
d
t
h
V
a
ri
e
s
)
N'ly R/
W
Li
n
e
Interst
at
e
8
0
100 Year HWL
1007.02
10
10' Gas
Easement 10' G
a
s
Easem
e
n
t
1
0
10' Gas
Easement
30
30
15202
0
20
20
1
5
20
1520
201520
2020Propo
s
e
d
2
0'
P
ri
v
a
t
e
Sanita
r
y
E
a
s
e
m
e
n
t
15
Access Easem
e
n
t
Per B 2019, P
1
4
9
8
Drainage Easement
Over all of Outlot G
20
Proposed Temporary
Off-Site Construction
Easement
Proposed Watermain
Connection Easement
8" Sanitary 24" RCP18" RCP
24" RCP
36" RCP24" RCP24" RCP
15" RCP
12" RCP
12" RCP
18" RCP
18"
R
C
P
18" RCP
24" RCP 12" RCP18" RCP 18" RCP
15" RCP8" Sanitary8" Water8" Water
8" Water 8" Water
24" RCP24" RCP
12" RCP
24" RCP
12" RCP 36" RCP36"
RCP
48" RCP
8" Sa
nit
ar
y 36" RCP48" R
C
P 48" RCP48"
RCP
8" W
at
er 8" Water8"
Wa
te
r
LOT 1
864,145 sq. ft.
19.838 acres
(K-RR Zoning)
1300 SE Kettlestone Blvd.
2/19/19 City Comments KH
22306 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
6OF
PRELIMINARY
PLAT
4
-
KH
-
-
1/22/19
18-22306
XX-XX SHEET TITLE
300 PROJ. NO (no year) XX-XX
WAUKEE IOWA
SEC. 9, TWP. 78, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Dallas County, Iowa
N
NW 1/4SE 1/4SW 1/4
Inter
s
t
a
t
e
8
0
HURD KETTLESTONE
PRINTED SIGNATURE
SIGNATURE SIGNATURE DATE
REGISTRATION EXPIRES DATE ISSUED
SEAL
WIO A SHEETS COVERED BY THIS SEALLICENSED PROFE S S I ONAL L
A
N
D SURVEYORI HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT
WAS PREPARED AND THE RELATED SURVEY WORK WAS
PERFORMED BY BE OR UNDER MY DIRECT PERSONAL
SUPERVISION AND THAT AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA.
DANIEL L.
STUEBER
19880
DANIEL L. STUEBER
x
My license renewal date is 12/31/19
1DRAFT NE 1/4Grand Prairie Pkwy0
SCALE IN FEET
60 120
PROPOSED RETAIL
DEVELOPMENT
HURD REALTY
LEGAL DESCRIPTION:
(Per Preliminary Title Opinion Prepared by Hogan Law Office 11/26/2018)
Parcel 18-116 of the Survey of a part of the SE 1/4 of the NE 1/4
and the NE 1/4 of the SE 1/4 of Section 9, Township 78 North,
Range 26 West of the 5th P.M., Waukee, Dallas County, Iowa, as
shown in Book 2018, Page 18910 in the Office of the Recorder of
Dallas County, Iowa.
OWNER / DEVELOPERS:SURVEYOR:
Hurd Kettlestone ISG
2000 Fuller Road 508 East Locust Street
West Des Moines, IA 50265 Des Moines, IA 50309
515-243-9143
BEARING NOTE:
The orientation of this bearing system is based on the east line of the
Southeast Quarter of the Northeast Quarter. Said line bears South 00
degrees 47 minutes 16 seconds West.
BENCHMARK:
Top nut Fire Hydrant located along the west property line, approximately
700 feet south of Kettlestone Blvd.
Elevation - 1017.01
ZONING:
Zoning: K-RR (Kettlestone Regional Retail)
Setbacks
Front - 0 feet principal, 20' accessory
Back - 0 feet principal, 5' accessory
Side - 0 feet principal, 5' accessory
Maximum Height Restrictions
Principle Building - 8 stories
Accessory Building - 1 story
Bulk Minimum Requirements
Building Separation - 25'
Bulk Maximum Requirements
FAR - 0.35
FLOOD ZONE:
The surveyed premises shown on this survey map
is in Flood Zone X, according to Flood Insurance
Rate Map Community Panel No. 19049C0355F,
published by the Federal Emergency Management
Agency, effective date December 7, 2018.
NOTES:
1. All utilities are only generally located. Contractor is responsible for
locating and exposing all utilities that may interfere with
construction before construction begins.
2. Detention Basin Flood Design
Proposed Wet Pond (Outlot E): HWL=1005.27 - NWL=1001.00
Proposed Dry Pond (Outlot G): HWL=1007.03 - Bot=1003.5
Proposed Bio-Cell (North of Store): HWL=1011.74 - Bot=1008.0
3. Sheets 3 and 4 depict the planned location of site improvements
upon subject property. The location of planned site improvements
are based on final engineering plans prepared by ISG, dated
2/19/19. Proposed improvements are shown as colored.
4. The storm sewer, water main, and sanitary sewer within this
subdivision are considered private utilities that provide service to
the depicted Outlots and are shown hereon.
5. Hurd Kettlestone will maintain ownership of Outlots E and G.
3/5/19 City Comments KH
Light Pole
Utility Pedestal
Utility Hand Hole
Water Valve
Hydrant
Curb Stop
Sign
Post
Iron Monument Found
Manhole/Catch Basin
Deciduous Tree
Coniferous Tree
LEGEND
Existing Concrete Surface
Proposed Concrete Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Underground Gas Line
Underground Electric Line
Underground Utility Line
Proposed Sanitary Sewer Line
Proposed Storm Sewer Line
Proposed Water Line
Proposed Underground Electric Line
Proposed Underground Fiber Optic Line
Proposed Underground Telephone Line
Proposed Underground Gas Line
Proposed Contours
Existing Contours
Treeline
Tree Removal Limits
Fence
FBO
1014
1015
3/26/19 City Comments KH
N83°55'29"E
1
3
1
8
.
7
7
S00°47'16"W 935.37902344
159313
475182
206
L =4 2 4 Δ =2 2 °5 6 '3 2 "
135
68
L =2 8 5 Δ =1 7 °2 0 '3 8 "
68
Goodall,
Charles F & Cheryl A Jtrs
(A-1 Zoning)
Deseret Trust Company As Trustee
(K-RR Zoning)
1/2" Iron
RLS 16747
1/2" Iron
Chiseled "X"
William C Knapp, Lc
(K-RR Zoning)
NW Corner
SE 1/4 - NE 1/4
Sec. 9-78-26
NE Corner
SE 1/4 - NE 1/4
Sec. 9-78-26
Found 5/8" Rebar
N. Line
SE 1/4 - NE 1/4
Sec. 9-78-26
E. LineSE 1/4 - NE 1/4(R/W Width Varie
s
)
RR Rail735176161285
455
14868747530759561
OUTLOT A
LOT 1
OUTLOT B
OUTLOT C
OUTLOT D
86,160 sq. ft.
1.977 acres
(K-RR Zoning)
OUTLOT E
102,258 sq. ft.
2.348 acres
(K-RR Zoning)31SE KETT
L
E
S
T
O
N
E
B
L
V
D
20
20 Access EasementPer B 2019, P 14982392364010301029102810271026102510241023
1022 10211
0
2
0 101910181017
10191018101710161015102110
2
0
10
1
9
101
7
1016
1015
1005
10031006
1007
1009 101010151010
1
0
0
0
10
1
3 10121016
1017
1013101410151016101710181018
1019
1020
1021
1022
1023
1022
1023
1
0
1
0 10121007
10061000AP GPP, LC
(K-RR Zoning)
1015102010221022 1008
Access Easem
e
n
t
Per B 2019, P
1
4
9
8
Goodall,
Charles F & Cheryl A Jtrs
(A-1 Zoning)
MATCH LINE
1
0
2
3
.
4
3 1022.531020.681014.62
1019.02
1010.551005.321016.961010.29Sanitary & Storm Sewer Easement
Per Book 2017, Page 13000
Storm Sewer Easement
Per Book 2017, Page 20607
STREET LOT
A
Access Easem
e
n
t
Per B 2019, P
1
4
9
8
Propo
s
e
d
P
ri
v
a
t
e
Draina
g
e
E
a
s
e
m
e
n
t
Drainage Easement
Over all of Outlot E26.026.010.09
9
5
1
0
0
0
1
0
0
5
1014
1005
1001
1000
995 10061008
1010
1008
1010
1014
1018
101610181020
1019
1011
1012
1013
1014
10171010.061009.241007.86
1006.131010.57
1015.061016.871020.521023.751021.691019.461019.6
4 1017.40
5/8" Rebar1018.741015.921018.99
24.825.110.020 48
=1°30'58"
L=28
L =1 9 3 .5 8 Δ =1 0 °2 7 '4 9 "
L =2 3 8 .7 4 Δ =1 2 °5 2 '1 2 "864,145 sq. ft.
19.838 acres
(K-RR Zoning)
1300 SE Kettlestone Blvd.
25,129 sq. ft.
0.557 acres
(K-RR Zoning)
134,514 sq. ft.
3.088 acres
(K-RR Zoning)
53,573 sq. ft.
1.207 acres
(K-RR Zoning)
85,973 sq. ft.
1.974 acres
1019.031
0
2
3
.
1
5
1
0
2
0
.
3
5
10
2
1
.
3
0
1
0
2
3
.
8
9
1022.841023.43
10
2
2
.
0
1
102
1
.
4
0 1021.95
10
2
2
.
2
7
1
0
2
1
.
6
3
10
2
0
.
6
7
1016.
6
0
1011.22
1009.2
5 1005.321007.861010.29
1
0
0
6
.
1
3
1010.90
10
1
6
.
0
7
101
9
.
6
41024.361025.751
0
2
7
.
3
5
1
0
2
7
.
8
3
1019.775.040.722306 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
6OF
PRELIMINARY
PLAT
5
-
KH
-
-
3/26/19
18-22306
XX-XX SHEET TITLE
300 PROJ. NO (no year) XX-XX
WAUKEE IOWA
SEC. 9, TWP. 78, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Dallas County, Iowa
N
NW 1/4SE 1/4SW 1/4
Inter
s
t
a
t
e
8
0
HURD KETTLESTONE
PRINTED SIGNATURE
SIGNATURE SIGNATURE DATE
REGISTRATION EXPIRES DATE ISSUED
SEAL
WIO A SHEETS COVERED BY THIS SEALLICENSED PROFE S S I ONAL L
A
N
D SURVEYORI HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT
WAS PREPARED AND THE RELATED SURVEY WORK WAS
PERFORMED BY BE OR UNDER MY DIRECT PERSONAL
SUPERVISION AND THAT AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA.
DANIEL L.
STUEBER
19880
DANIEL L. STUEBER
x
My license renewal date is 12/31/19
1DRAFT
0
SCALE IN FEET
60 120
NE 1/4Grand Prairie PkwyLEGAL DESCRIPTION:
(Per Preliminary Title Opinion Prepared by Hogan Law Office 11/26/2018)
Parcel 18-116 of the Survey of a part of the SE 1/4 of the NE 1/4
and the NE 1/4 of the SE 1/4 of Section 9, Township 78 North,
Range 26 West of the 5th P.M., Waukee, Dallas County, Iowa, as
shown in Book 2018, Page 18910 in the Office of the Recorder of
Dallas County, Iowa.
OWNER / DEVELOPERS:SURVEYOR:
Hurd Kettlestone ISG
2000 Fuller Road 508 East Locust Street
West Des Moines, IA 50265 Des Moines, IA 50309
515-243-9143
BEARING NOTE:
The orientation of this bearing system is based on the east line of the
Southeast Quarter of the Northeast Quarter. Said line bears South 00
degrees 47 minutes 16 seconds West.
BENCHMARK:
Top nut Fire Hydrant located along the west property line, approximately
700 feet south of Kettlestone Blvd.
Elevation - 1017.01
ZONING:
Zoning: K-RR (Kettlestone Regional Retail)
Setbacks
Front - 0 feet principal, 20' accessory
Back - 0 feet principal, 5' accessory
Side - 0 feet principal, 5' accessory
Maximum Height Restrictions
Principle Building - 8 stories
Accessory Building - 1 story
Bulk Minimum Requirements
Building Separation - 25'
Bulk Maximum Requirements
FAR - 0.35
FLOOD ZONE:
The surveyed premises shown on this survey map
is in Flood Zone X, according to Flood Insurance
Rate Map Community Panel No. 19049C0355F,
published by the Federal Emergency Management
Agency, effective date December 7, 2018.
NOTES:
1. All utilities are only generally located. Contractor is responsible for
locating and exposing all utilities that may interfere with
construction before construction begins.
2. Detention Basin Flood Design
Proposed Wet Pond (Outlot E): HWL=1005.27 - NWL=1001.00
Proposed Dry Pond (Outlot G): HWL=1007.03 - Bot=1003.5
Proposed Bio-Cell (North of Store): HWL=1011.74 - Bot=1008.0
3. Sheets 3 and 4 depict the planned location of site improvements
upon subject property. The location of planned site improvements
are based on final engineering plans prepared by ISG, dated
2/19/19. Proposed improvements are shown as colored.
4. The storm sewer, water main, and sanitary sewer within this
subdivision are considered private utilities that provide service to
the depicted Outlots and are shown hereon.
5. Hurd Kettlestone will maintain ownership of Outlots E and G.
PROPOSED RETAIL
DEVELOPMENT
HURD REALTY
Light Pole
Utility Pedestal
Utility Hand Hole
Water Valve
Hydrant
Curb Stop
Sign
Post
Iron Monument Found
Manhole/Catch Basin
Deciduous Tree
Coniferous Tree
LEGEND
Existing Concrete Surface
Proposed Concrete Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Underground Gas Line
Underground Electric Line
Underground Utility Line
Proposed Sanitary Sewer Line
Proposed Storm Sewer Line
Proposed Water Line
Proposed Underground Electric Line
Proposed Underground Fiber Optic Line
Proposed Underground Telephone Line
Proposed Underground Gas Line
Proposed Contours
Existing Contours
Treeline
Tree Removal Limits
Fence
Proposed Spot Elevation
Existing Spot Elevation
FBO
1014
1015
1014
1015
1014.5
1
1019.
4
9
S61°
3
0'
1
7"
W
214.3
7
S60°
1
1'
1
4"
W
4
8
5.
2
0
S56°
5
5'
4
3"
W
250.
3
8
S58°11'04"W
60.43
S77°21'5
9
"
W
4
5
8
.
7
6
N01°09'18"E
78.18 N00°46'50"E 1330.00311
=6°16'55"
L=55
739
122368
152Alum. DOT
Disc
Alum. DOT Disc
Alum. DOT Disc
Alum. DOT Disc
Wooded
Wooded
Oakleaf Properties Lc
(K-RR Zoning)
SW Corner
SE 1/4 - NE 1/4
Found Disc
Oakleaf Properties Lc
(K-RR Zoning)
S. Line
SE 1/4 - NE 1/4W. LineSE 1/4 - NE 1/4W. Line
NE 1/4 - SE 1/4Barb WireFenceEM
1/2" Iron
E 1/4 Corner
Sec. 9-78-26
Found No. 15482 101373
112
133
118362291
232
226
OUTLOT F
211,687 sq. ft.
4.860 acres
(K-RR Zoning)
OUTLOT G
34,986 sq. ft.
0.803 acres
(K-RR Zoning)3135Ingress/Egress Easement
Per Book 2015, Page 15711 2020Access Easement
Per B 2019, P 1498
Access Easement
Per B 2019,
P 1498 23610151014
1014
1013
1012 10111010
1009
1005991
995
10071004100510061
0
0
7100810
0
9
10101011101210151016101510
1
7
1016
1015
1014
1013
10121011
1010Alum.
DOT Disc101510181018
1019
101210
1
3
10
1
2
10
1
3
101
4
101310141
0
1
4
10
1
3
1013
1014
1
0
1
0 10121007
1006
1
0
1
4
10151012
1015
1005100510101010
1009
1
0
1
1
101
2
1015
1015
10
1
0
10
0
9
995
1000
1005
1005
10101015
101
6
Alum. D
O
T
D
i
s
c
MATCH LINE
(R/W
Wi
d
t
h
V
a
ri
e
s
)
N'ly R/
W
Li
n
e
Interst
at
e
8
0
10
1
5
.
0
1
1017.011016.181011.461008.001002.831009.461012.571017.
7
2 999.591010.41100 Year HWL
1007.02
Access Easem
e
n
t
Per B 2019, P
1
4
9
8
Drainage Easement
Over all of Outlot G
1003
1004 1005
1010
100110031001
1010
1005
1005
101010121
0
1
3
10121013101410151
0
1
5101710161015 10141014
1014 1015
1015
10141013
1011
1017 1016.011015.771011.621013.511008.47
10
0
8
.
2
0 1009.561006.02LOT 1
864,145 sq. ft.
19.838 acres
(K-RR Zoning)
1300 SE Kettlestone Blvd.1005.331007.8310
1
6
.
0
7
10
1
0
.
4
2
99
9
.
5
9
10
0
6
.
0
1
10
0
7
.
6
2
10
0
7
.
5
6
10
0
9
.
0
9
1
0
0
8
.
2
2
10
1
6
.
1
8
10
1
7
.
7
2 1011.7610
1
3
.
5
11016.2710
1
2
.
8
1
1
0
0
7
.
8
4
1
0
0
2
.
8
3
1
0
0
5
.
3
3
10
0
9
.
5
6
10
1
2
.
5
7
1013.8
9
10
1
4
.
3
1 1007.27
22306 PPLAT
DATE
REVISION SCHEDULE
DESCRIPTION BY
SHEET
TITLE
PROJECT
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
6OF
PRELIMINARY
PLAT
6
-
KH
-
-
3/26/19
18-22306
XX-XX SHEET TITLE
300 PROJ. NO (no year) XX-XX
WAUKEE IOWA
SEC. 9, TWP. 78, RGE. 26
SITE
VICINITY MAP
(NOT TO SCALE)
Dallas County, Iowa
N
NW 1/4SE 1/4SW 1/4
Inter
s
t
a
t
e
8
0
HURD KETTLESTONE
PRINTED SIGNATURE
SIGNATURE SIGNATURE DATE
REGISTRATION EXPIRES DATE ISSUED
SEAL
WIO A SHEETS COVERED BY THIS SEALLICENSED PROFE S S I ONAL L
A
N
D SURVEYORI HEREBY CERTIFY THAT THIS LAND SURVEYING DOCUMENT
WAS PREPARED AND THE RELATED SURVEY WORK WAS
PERFORMED BY BE OR UNDER MY DIRECT PERSONAL
SUPERVISION AND THAT AM A DULY LICENSED LAND
SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA.
DANIEL L.
STUEBER
19880
DANIEL L. STUEBER
x
My license renewal date is 12/31/19
1DRAFT NE 1/4Grand Prairie Pkwy0
SCALE IN FEET
60 120
PROPOSED RETAIL
DEVELOPMENT
HURD REALTY
LEGAL DESCRIPTION:
(Per Preliminary Title Opinion Prepared by Hogan Law Office 11/26/2018)
Parcel 18-116 of the Survey of a part of the SE 1/4 of the NE 1/4
and the NE 1/4 of the SE 1/4 of Section 9, Township 78 North,
Range 26 West of the 5th P.M., Waukee, Dallas County, Iowa, as
shown in Book 2018, Page 18910 in the Office of the Recorder of
Dallas County, Iowa.
OWNER / DEVELOPERS:SURVEYOR:
Hurd Kettlestone ISG
2000 Fuller Road 508 East Locust Street
West Des Moines, IA 50265 Des Moines, IA 50309
515-243-9143
BEARING NOTE:
The orientation of this bearing system is based on the east line of the
Southeast Quarter of the Northeast Quarter. Said line bears South 00
degrees 47 minutes 16 seconds West.
BENCHMARK:
Top nut Fire Hydrant located along the west property line, approximately
700 feet south of Kettlestone Blvd.
Elevation - 1017.01
ZONING:
Zoning: K-RR (Kettlestone Regional Retail)
Setbacks
Front - 0 feet principal, 20' accessory
Back - 0 feet principal, 5' accessory
Side - 0 feet principal, 5' accessory
Maximum Height Restrictions
Principle Building - 8 stories
Accessory Building - 1 story
Bulk Minimum Requirements
Building Separation - 25'
Bulk Maximum Requirements
FAR - 0.35
FLOOD ZONE:
The surveyed premises shown on this survey map
is in Flood Zone X, according to Flood Insurance
Rate Map Community Panel No. 19049C0355F,
published by the Federal Emergency Management
Agency, effective date December 7, 2018.
NOTES:
1. All utilities are only generally located. Contractor is responsible for
locating and exposing all utilities that may interfere with
construction before construction begins.
2. Detention Basin Flood Design
Proposed Wet Pond (Outlot E): HWL=1005.27 - NWL=1001.00
Proposed Dry Pond (Outlot G): HWL=1007.03 - Bot=1003.5
Proposed Bio-Cell (North of Store): HWL=1011.74 - Bot=1008.0
3. Sheets 3 and 4 depict the planned location of site improvements
upon subject property. The location of planned site improvements
are based on final engineering plans prepared by ISG, dated
2/19/19. Proposed improvements are shown as colored.
4. The storm sewer, water main, and sanitary sewer within this
subdivision are considered private utilities that provide service to
the depicted Outlots and are shown hereon.
5. Hurd Kettlestone will maintain ownership of Outlots E and G.
Light Pole
Utility Pedestal
Utility Hand Hole
Water Valve
Hydrant
Curb Stop
Sign
Post
Iron Monument Found
Manhole/Catch Basin
Deciduous Tree
Coniferous Tree
LEGEND
Existing Concrete Surface
Proposed Concrete Surface
Sanitary Sewer Line
Storm Sewer Line
Water Line
Underground Gas Line
Underground Electric Line
Underground Utility Line
Proposed Sanitary Sewer Line
Proposed Storm Sewer Line
Proposed Water Line
Proposed Underground Electric Line
Proposed Underground Fiber Optic Line
Proposed Underground Telephone Line
Proposed Underground Gas Line
Proposed Contours
Existing Contours
Treeline
Tree Removal Limits
Fence
FBO
1014
1015
1014
1015