HomeMy WebLinkAbout2022-04-18 I10 KeeTown Loop Plat 1_Preliminary Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 18, 2022
AGENDA ITEM: Consideration of approval of a resolution approving a preliminary plat
for KeeTown Loop Plat 1
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary
plat for a 31.5-acre commercial/retail development. The property is
located west of Grand Prairie Parkway and north of SE Ashworth Road.
The preliminary plat identifies a total of 15 lots and two (2) outlots to be
platted. The lots range in size from 0.36-acre to 7-acres in area. There are
no public improvements associated with this plat.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on March 29,
2022, recommended approval subject to remaining staff comments:
Approval of a Preliminary Plat for KeeTown Loop Plat 1
Community Development Director, Andy Kass, introduced the request for approval of a
preliminary and final plat for a commercial subdivision as submitted by the applicant, The
Quarter at Waukee, LLC. The subject property is generally located north of Ashworth Road and
west of Grand Prairie Parkway, containing approximately 31.5 acres.
Mr. Kass advised that the preliminary and final plat identify a total of 15 lots ranging in size from
0.36 acres to 7 acres. Two Outlots are shown on the plat Out lot Z is intended for open space and
a potential monument sign, while Outlot Y is intended for access purposes. All drives and utilities
interior to the plat will be privately owned and maintained. The applicant will install a 10-foot-
wide trail along the north side of SE Ashworth Road, and a landscape buffer easement is required
on the west side of lot 15.
At this time staff would recommend approval of the preliminary and final plat subject to any
remaining staff comments and review of any legal documents.
Commissioner Broderick questioned if there was a proposed use for the land north of lot
15. Mr. Kass advised there are no proposed projects at this time, it is zoned K-RC.
I10
Commissioner Gerlitz questioned which lot the venue would be located. Mr. Kass
advised it is proposed on Lot 10.
Commissioner Gerlitz moved to approve a preliminary plat for Keetown Loop Plat 1 subject to
any remaining staff comments and review of legal documents. Commissioner Tessau seconded
the motion. Ayes: Gerlitz, Hoifeldt, Streit, Inman, Broderick, Koshy, and Tessau. Nays: none.
Motion Carried.
STAFF REVIEW AND COMMENT: Staff’s position is that the proposed preliminary plat
meets the intent and the requirements of the Zoning Ordinance and the
Waukee Subdivision Ordinance.
RECOMMENDATION: Staff recommends approval of the Preliminary Plat for KeeTown
Loop Plat 1 subject to remaining staff comments.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Preliminary 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 KEETOWN LOOP PLAT 1 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 KeeTown Loop Plat 1 on March 29, 2022; AND,
WHEREAS, the Preliminary Plat for KeeTown Loop Plat 1 is in general conformance 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 the 18th day of April, 2022 that the Preliminary Plat for KeeTown Loop Plat 1 be approved
subject to remaining staff comments.
____________________________
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: KeeTown Loop Plat 1 – Preliminary
Plat & Final Plat
PREPARED BY: Andy Kass, AICP – Community
Development Director
REPORT DATE: March 25, 2022
MEETING DATE: March 29, 2022
GENERAL INFORMATION
Applicant: The Quarter at Waukee, LLC
Owner:
The Quarter at Waukee, LLC
Owner’s Representative:
Keven Crawford, PE, Cooper-Crawford & Associates
Request: The applicant is requesting approval of a preliminary
plat and final plat for a commercial subdivision.
Location and Size: Property is generally located north of Ashworth Road
and west of Grand Prairie Parkway, containing
approximately 31.5-acres.
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE).
March 25, 2022
2 of 2
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant -
Undeveloped
Community
Retail/Office
K-RR / PD-1 & K-RC
North Kettleview Office Office K-OF / PD-1
South Vacant -
Undeveloped
Regional Retail K-RR & A-1
East Hy-Vee Fast & Fresh Community
Retail/Office
K-RC
West Kettlestone Ridge
Neighborhood
Single-Family
Residential
R-2 & K-RC
HISTORY
The subject property was rezoned in 2021 as the first step in the development process for the planned KeeTown Loop
development that will feature an entertainment venue, commercial / retail, and hotels. The applicant now requests
approval of a preliminary plat and final plat to divide the property into various lots for future development.
PROJECT DESCRIPTION
LOTS
The preliminary plat and final plat identify 15 lots to be platted and developed as part of the project. The lots range in
size from 0.36-acre to 7-acres in area. Two (2) outlots are shown on the plats. All proposed lots meet the requirement
of the K-RR/PD-1 or K-RC zoning districts. Outlot Y is intended to be utilized for access purposes and Outlot Z will be
open space and a potential location for a development sign.
STREETS, UTILITIES & TRAILS
There are no public improvements associated with the plat. Previous improvements were made to extend streets and
utilities for the proposed lots to access. Internal private access drives will provide access through the site. The applicant
will be required to extend utilities and services to each lot. All drives and utilities within the plat will be privately owned
and maintained. A 10-foot trail already exists along SE Parkview Crossing Drive and Gran Prairie Parkway. As part of the
improvements, the applicant will install a 10-foot trail along the north side of SE Ashworth Road.
EASEMENTS
All proposed easements have been indicated on the plat. A landscape buffer will be required along the west side of Lot
15.
STAFF RECOMMENDATION
The proposed 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 preliminary plat and final plat for
KeeTown Loop Plat 1 subject to remaining staff comments.
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OUTLOT 'Y'
1033.
5
0
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
DELTA
017°32'43"
092°56'45"
026°13'40"
025°15'38"
026°47'26"
103°39'56"
004°31'47"
007°40'53"
005°13'17"
026°47'26"
017°51'19"
013°04'31"
012°11'07"
005°27'14"
007°02'17"
014°17'55"
006°39'16"
010°53'40"
016°36'04"
010°43'24"
001°46'13"
RADIUS
1587.50
25.00
465.00
1035.00
965.00
25.00
465.00
1135.00
1155.00
1035.00
965.00
1035.00
1035.00
965.00
965.00
965.00
1587.50
1587.50
1035.00
965.00
465.00
LENGTH
486.13
40.56
212.86
456.31
451.22
45.23
36.76
152.17
105.25
483.95
300.72
236.19
220.12
91.85
118.54
240.83
184.38
301.85
299.88
180.61
14.37
TANGENT
244.98
26.32
108.33
231.93
229.81
31.81
18.39
76.20
52.66
246.48
151.59
118.61
110.48
45.96
59.34
121.04
92.29
151.38
151.00
90.57
7.18
CHORD
484.23
36.25
211.01
452.63
447.12
39.31
36.75
152.05
105.22
479.55
299.51
235.68
219.70
91.82
118.46
240.20
184.27
301.40
298.84
180.35
14.37
CH. BEARING
S09°20'52"W
N49°30'38"W
N10°04'34"E
N10°33'35"E
N11°19'29"E
N76°33'10"E
S49°20'58"E
S50°55'31"E
S66°45'58"E
S11°19'29"W
S06°51'25"W
N16°39'09"E
N04°01'20"E
N00°39'23"E
N06°54'08"E
N17°34'15"E
S14°47'35"W
S06°01'07"W
N16°25'10"E
N03°17'28"E
N02°09'09"W
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
DIMENSION PLAN
2206
1 OF 9
11-9-2021
1"=100'
50 100
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
SETBACKS
K-RC
FRONT -NO MIN. FOR PRINCIPLE USES.
20' MIN. FOR ACCESSORY STRUCTURE.
REAR - NO MIN. FOR PRINCIPLE USES.
5' MIN. FOR ACCESSORY STRUCTURE.
SIDE - NO MIN. FOR PRINCIPLE USES.
5' MIN. FOR ACCESSORY STRUCTURE.
PRINCIPAL BUILDING SEPARATION
25 FEET
ACCESSORY BUILDING SEPARATION
25 FEET BETWEEN PRINCIPAL BUILDING
& ACCESSORY BUILDING
MAXIMUM HEIGHT
PRINCIPAL BUILDING - 4 STORIES
ACCESSORY BUILDING - 1 STORY
FLOOR AREA RATIO
0.35
N
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
OWNER / DEVELOPER
THE QUARTER AT WAUKEE, LLC
4011 AVENUE OF THE CITIES, SUITE 101B
MOLINE, IL 61265
AND
ARAC, LLC
16350 BOSTON PKWY
CLIVE, IA 50325
VICINITY SKETCH
NN
NO SCALE
NORTH
THIS
SITE
S.
E
.
L
A
G
R
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P
A
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W
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GR
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W
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INT
E
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8
0
ASHWORTH ROA
D
ASHWORTH ROA
D
JO
R
D
A
N
C
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E
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K
P
A
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K
W
A
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S.E. UNIVERSITY AVENUE
UT
E
A
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N
U
E
ZONING
K-RC (LOT 15)K-RR/PD-1 (LOTS 1-14) PD BK. 2021 PG. 27621
PAGES OR SHEETS COVERED BY THIS SEAL:
KEVEN J. CRAWFORD, PLS IOWA LICENSE NO. 13156
MY LICENSE RENEWAL DATE IS DECEMBER 31, 2022
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.
SURVEY & UTILITY INFORMATION
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
NOTES
1.EACH LOT IN THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 1 IN 5,000.
2.THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 1 IN 10,000.
3.LOT CORNERS SHALL BE SET WITHIN ONE YEAR OF RECORDING.
4.INGRESS/EGRESS, SHARED PARKING & UTILITY EASEMENTS ARE COVERED BY A BLANKET EASEMENT.
5.WATER, SANITARY SEWER AND STORM SEWER EASEMENTS ARE PRIVATE BLANKET EASEMENT..
LEGAL DESCRIPTION
OUTLOT 'U', THE SHOPS AT KETTLESTONE NORTH PLAT 4, AN OFFICIAL PLAT, CITY OF WAUKEE, DALLAS
COUNTY, IOWA.
AND
PARCEL '21-94' OF THE PLAT OF SURVEY RECORDED IN BOOK 2021, PAGE 28853, DALLAS COUNTY IOWA.
SAID TRACT OF LAND CONTAINS 31.496 ACRES MORE OR LESS.
SAID TRACT OF SUBJECT TO ALL EASEMENTS OF RECORD.
SHEET INDEX
1-3 DIMENSION PLAN
4-5 GRADING PLAN
6-7 UTILITY PLAN
8-9 CONCEPTUAL LAYOUT 01-04-2022
K-RR / PD-1
FRONT -NO MIN. FOR PRINCIPLE USES.
20' MIN. FOR ACCESSORY STRUCTURE.
REAR - NO MIN. FOR PRINCIPLE USES.
5' MIN. FOR ACCESSORY STRUCTURE.
SIDE - NO MIN. FOR PRINCIPLE USES.
5' MIN. FOR ACCESSORY STRUCTURE.
PRINCIPAL BUILDING SEPARATION
25 FEET
ACCESSORY BUILDING SEPARATION
25 FEET BETWEEN PRINCIPAL BUILDING
& ACCESSORY BUILDING
MAXIMUM HEIGHT
PRINCIPAL BUILDING - 8 STORIES
ACCESSORY BUILDING - 1 STORY
FLOOR AREA RATIO
0.35
THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE INC, AND IS
INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF
INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS
STRICTLY PROHIBITED. (c) COPYRIGHT 2017 BY CONFLUENCE INC.
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME
OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A
DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT
UNDER THE LAWS OF THE STATE OF IOWA
________________________________________________________
MATTHEW CARLILE IOWA LICENSE #422 DATE
MY LICENSURE DATE IS JUNE 30, 2022
PROPOSED GRADING, LANDSCAPING & CONCEPTUAL PLAN
CARLILE
MATTHEW
NO. 422
LANDSCAPE
ARCHITECT
T FEO
S*
T
A I
O
*
W
A
L
I
C
E
N
S
E
D
LANDSCA P E A R C HITEC
T
02-15-2022
03-15-2022
EX. 20.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 55.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
C1
S0
0
°
3
4
'
2
4
"
W
3
7
0
.
0
9
'
C5
N2
4
°
4
3
'
1
2
"
E
5
5
6
.
5
6
'
C6
C
7
C
8
S
5
3
°
2
3
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2
5
"
E
18
8
.
4
9
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C9
S69
°
2
2
'
3
7
"
E
83.0
2
'S26°31'52"E
25.00'
EX. SURFACE WATER
FLOWAGE & STORM
SEWER EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 25.00' LANDSCAPE
BUFFER EASEMENT
BK.2017 PG.3256
EX. 35.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
S81°52'52"E
30.00'
C1
9
7.00 AC.
304,866 S.F.
15
3.43 AC.
149,555 S.F.
1
1.54 AC.
67,100 S.F.
2
3.07 AC.
133,896 S.F.
4
0.59 AC.
25,783 S.F.
71.10 AC.
47,717 S.F.
60.36 AC.
15,741 S.F.
5
S.
E
.
E
S
K
E
R
R
I
D
G
E
D
R
I
V
E
S.E
.
P
A
R
K
V
I
E
W
C
R
O
S
S
I
N
G
D
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.
C1
0
N0
0
°
3
3
'
3
4
"
E
8
7
3
.
2
3
'
S89°59'24"E 468.53'
S24°43'12"W
116.50'
S0
0
°
0
0
'
0
0
"
E
2
4
3
.
7
9
'
N90°00'00"W 454.24'
51
7
.
0
7
'
11
0
.
6
5
'
S35°22'20"W
60.42'
C1
7
N90°00'00"W 235.96'
24.65'
7
7
.
8
3
'
C1
6
39
.
4
9
'
142.76'N90°00'00"W 275.00'125.51'
176.92'
26.22'
N90°00'00"W
139.75'
C1
5
S0
0
°
0
0
'
0
0
"
E
11
7
.
6
1
'
N0
0
°
0
0
'
0
0
"
E
63
.
0
0
'
30.94'
S0
0
°
0
0
'
0
0
"
E
1
8
0
.
6
0
'
33.48'
N90°00'00"W 210.58'
142.76'
C1
4
S24°43'12"W
6.25'
N65°16'48"W 30.00'
90
.
5
1
'
6
8
.
4
3
'
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
1.75 AC.
76,273 S.F.
3
0.30 AC.
12,946 S.F.
OUTLOT 'Y'
C1
8
45
.
0
9
'
N90°00'00"W
106.90'
S00°00'00"E
26.00'
N90°00'00"W 97.00'
N0
0
°
0
0
'
0
0
"
E
1
3
0
.
6
0
'
N0
0
°
0
0
'
0
0
"
E
2
4
0
.
2
2
'
76
.
0
0
'
N0
0
°
0
0
'
0
0
"
E
50
.
0
0
'
10.00'
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
70.
0
0
'
31.
0
0
'
70.
0
0
'
31.0
0
'
175.00'
110.00'
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
DIMENSION PLAN
2206
2 OF 9
11-9-2021
1"=50'
25 50
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
N
12-8-2021
02-15-2022
03-15-2022
EX. 55.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 50.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 65.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
S0
0
°
3
4
'
2
4
"
W
3
7
0
.
0
9
'
S04°20'44"W
52.58'
S0
0
°
3
5
'
0
4
"
W
21
6
.
5
1
'
S42
°
1
2
'
1
9
"
W
147
.
1
7
'
S84°01'00"W 750.
5
3
'
C
2
C3
C4
C5
100 YR. FLOOD ELEV. =1026.15
OVERFLOW ELEV. =1029.10
100 YR. FLOOD ELEV. =1025.70
OVERFLOW ELEV. =1027.60
TEMPORARY STORM
SEWER & DETENTION
EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. SURFACE WATER
FLOWAGE & STORM
SEWER EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 25.00' LANDSCAPE
BUFFER EASEMENT
BK.2017 PG.3256
EX. 35.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
N89°10'02"W 221.55'
S87°29'05"W 512.90'
N0
2
°
2
8
'
3
0
"
E
46
.
3
4
'
N84°36'25"E 492.84
'
N31°26'57"E
47.90'
N84°01'00"E
25.19'
S31°26'57"W
48.23'N84°36'25"E 225.40
'
C21
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
S81°20'49"E
30.00'
S81°52'52"E
30.00'
C2
0
SURFACE WATER
FLOWAGE EASEMENT
7.00 AC.
304,866 S.F.
15
0.59 AC.
25,783 S.F.
71.10 AC.
47,717 S.F.
60.36 AC.
15,741 S.F.
5
2.25 AC.
98,149 S.F.
10
0.98 AC.
42,714 S.F.
9
0.93 AC.
40,401 S.F.
8
0.98 AC.
42,549 S.F.
13
0.35 AC.
15,319 S.F.
OUTLOT 'Z'
0.93 AC.
40,362 S.F.
14
2.15 AC.
93,508 S.F.
12
3.79 AC.
165,095 S.F.
11
GR
A
N
D
P
R
A
I
R
I
E
PA
R
K
W
A
Y
SE ASHWORTH
R
O
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D
C1
0
C1
1
N51°26'18"W
48.40'
N84°43'50"W
53.43'
S80°28'44"W
210.25'
N0
0
°
3
3
'
3
4
"
E
8
7
3
.
2
3
'
142.76'N90°00'00"W 275.00'125.51'
176.92'
26.22'
N90°00'00"W
139.75'
C1
5
S0
0
°
0
0
'
0
0
"
E
11
7
.
6
1
'
N0
0
°
0
0
'
0
0
"
E
63
.
0
0
'
30.94'
S0
0
°
0
0
'
0
0
"
E
1
8
0
.
6
0
'
33.48'
N90°00'00"W 210.58'
142.76'
S0
0
°
0
0
'
0
0
"
E
2
1
0
.
9
8
'
129.06'96.03'S00°00'00"E
37.00'
N90°00'00"W 172.65'
C1
3
C1
4
S0
0
°
0
0
'
0
0
"
E
2
1
0
.
9
8
'
N90°00'00"W 202.46'
22
9
.
8
6
'
N90°00'00"W 174.62'
18.88'
486.73'
C1
2
S0
0
°
0
0
'
0
0
"
E
3
3
1
.
3
5
'
N90°00'00"E 138.51'
11
2
.
0
0
'
S0
0
°
0
0
'
0
0
"
E
1
1
8
.
4
9
'
N90°00'00"W
62.00'
S0
0
°
0
0
'
0
0
"
E
95
.
8
3
'
65
.
2
3
'
N90°00'00"W 131.00'S00°00'00"E
32.92'
14
2
.
8
7
'
113.92'N90°00'00"W
117.07'
19.03'
52
.
5
8
'
249.43'
S0
0
°
0
0
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0
0
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E
1
8
4
.
1
5
'
73
.
6
4
'
14.38'
S.E
.
P
A
R
K
V
I
E
W
C
R
O
S
S
I
N
G
D
R
.
15.00' P.U.E.
15.00' P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
1.75 AC.
76,273 S.F.
0.30 AC.
12,946 S.F.
OUTLOT 'Y'
45
.
0
9
'
N90°00'00"W
106.90'
S00°00'00"E
26.00'
N90°00'00"W 97.00'
N0
0
°
0
0
'
0
0
"
E
1
3
0
.
6
0
'
76
.
0
0
'
N0
0
°
0
0
'
0
0
"
E
50
.
0
0
'
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
1033.
5
0
175.00'
110.00'
1
2
0
.
0
0
'
70.00'
37.00'
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
DIMENSION PLAN
2206
3 OF 9
11-9-2021
1"=50'
25 50
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
N
12-8-2021
02-15-2022
03-15-2022
FFE: 1044.97
SA
N
SA
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SA
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ST
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SAN
SA
N
EX. 20.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 55.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
ST
ST
ST
ST
S
ST
S
ST
ST ST
ST
S
ST
S
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ST
TR
S
S
FIBER
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FIBER
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FIBER
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1035
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1
EX. SURFACE WATER
FLOWAGE & STORM
SEWER EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 25.00' LANDSCAPE
BUFFER EASEMENT
BK.2017 PG.3256
EX. 35.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
S81°52'52"E
30.00'
C1
9
7.00 AC.
304,866 S.F.
15
3.43 AC.
149,555 S.F.
1
1.54 AC.
67,100 S.F.
2
3.07 AC.
133,896 S.F.
4
0.59 AC.
25,783 S.F.
71.10 AC.
47,717 S.F.
60.36 AC.
15,741 S.F.
5
S.
E
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S
K
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6.25'
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3
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GR
A
N
D
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1042.24
1044.77
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1.75 AC.
76,273 S.F.
3
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12,946 S.F.
OUTLOT 'Y'
1.6
9
%
1035
1
0
3
5
1040
10
4
0
1036
1036103
71038
1
0
3
8
1039
10
3
9
104110
4
1
104
5
1046
1047
1048
1049
1035
10
4
0
10
4
5
10
5
0
103
6
103
7
1038
10
3
9
1
0
4
1
1042
104
3
10
4
4
10
4
6
10
4
7
10
4
8
10
4
9
10
5
1
70.
0
0
'
31.
0
0
'
70.
0
0
'
31.0
0
'
175.00'
110.00'
N
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
GRADING PLAN
2206
4 OF 9
11-9-2021
1"=50'
25 50
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
12-8-2021
02-15-2022
03-15-2022
T
ST
ST
S
T
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SA
N
ST
ST
ST
ST
ST
ST
ST
ST
ST
W
W
W
SA
N
W
W
ST
ST
ST
ST ST
ST
ST
ST
W
W
W
W
W
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
SA
N
SAN
ST
ST
ST
ST
ST
ST
ST
S
T
ST
SAN
SAN
EX. 55.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 50.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 65.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
SST
S
ST
ST
ST
S
ST
ST
S
S
S
S
S TR
TR
S
S
TRAFFIC
MANHOLETRAFFIC
MANHOLECONTROL
VAULT
FIBER
VAULT
FIBER
VAULT
FIBER
VAULT
TRAFFIC
MANHOLE
TRAFFIC
MANHOLE
TRAFFIC
CONTROL BOX
TRAFFIC
CONTROL BOX
POWER
POLE
PHONE
RISER
TRAFFIC
MANHOLE
TRAFFIC
MANHOLE
STANDPIPE
GAS
VALVE
GAS
VALVE GAS
VALVE
GAS
VALVE
1025
1
0
2
3
1024
1026 1027
1025
1
0
2
4
1026 1027 1028 1029
1025
1030
1030
103
0
1035
1040
1026
10
2
7
10281029
1031
1031
1031
10
3
2
1033
1034
1
0
3
6
103
7
1038
1039
10
2
5
10
2
2
10
2
3
10
2
4
10
2
6
10
2
7
1030
1035
1031
1032
1033
1034
1036
1037
1038
1039
103
0
1
0
3
0
1030
1035
10
4
0
103
1
103
2
1033
1034
1036
10
3
7
1038
1
0
3
9
100 YR. FLOOD ELEV. =1026.15
OVERFLOW ELEV. =1029.10
100 YR. FLOOD ELEV. =1025.70
OVERFLOW ELEV. =1027.60
TEMPORARY STORM
SEWER & DETENTION
EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. SURFACE WATER
FLOWAGE & STORM
SEWER EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 25.00' LANDSCAPE
BUFFER EASEMENT
BK.2017 PG.3256
EX. 35.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
N89°10'02"W 221.55'
S87°29'05"W 512.90'
N0
2
°
2
8
'
3
0
"
E
46
.
3
4
'
N84°36'25"E 492.84
'
N31°26'57"E
47.90'
N84°01'00"E
25.19'
S31°26'57"W
48.23'N84°36'25"E 225.40
'
C21
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
S81°20'49"E
30.00'
S81°52'52"E
30.00'
C2
0
SURFACE WATER
FLOWAGE EASEMENT
7.00 AC.
304,866 S.F.
15
0.59 AC.
25,783 S.F.
71.10 AC.
47,717 S.F.
60.36 AC.
15,741 S.F.
5
2.25 AC.
98,149 S.F.
10
0.98 AC.
42,714 S.F.
9
0.93 AC.
40,401 S.F.
8
0.98 AC.
42,549 S.F.
13
0.35 AC.
15,319 S.F.
OUTLOT 'Z'
0.93 AC.
40,362 S.F.
14
2.15 AC.
93,508 S.F.
12
3.79 AC.
165,095 S.F.
11
GR
A
N
D
P
R
A
I
R
I
E
PA
R
K
W
A
Y
SE ASHWORTH
R
O
A
D
103
5
103
3
103
4
103
6
103
7
103
8
103
9
103
0
102
9
103
1
103
2
10
3
6
10
3
7
10
3
8
10
3
9
10
3
4
1025
1
0
2
5
103
0
1035
1035
1035
1040
1024 1
0
2
4
1026
10
2
6
1027
1027
1027
1028
1028
1028
1029
1031
1032
1033
1034
1036
1037
1038
1039
1041
10
4
1
1037
1037
1038
1038
1039
10
3
3 103
410341034103
4 1034
10
3
4
1
0
3
4
10
3
0
10
3
0
1030
1030
1030
103
5
1028
102
8
1029
1031
1031
10
3
1
10
3
1
1031
1032
10
3
2
1032
1033
1033
1033
1034
1036
103
7
103
8
103
9
1031
1031
1031
1031
1031
1032
1
0
2
5
10
3
0
1
0
2
6
10
2
7
10
2
8
10
2
9
1
0
2
9
1
0
3
0
1
0
3
1
1
0
3
2
1
0
3
3
2.
5
1
%
3
.
2
5
%
2.
3
8
%
2.
3
0
%
3.33%
2.
2
5
%
1.
2
6
%
0.2
1
%
0
.
7
2
%
2.29
%
1.
8
7
%
3.9
0
%
2.61%
3.10%
2.31
%
2.
5
5
%
3.
1
6
%
2.
9
8
%
5.0
1
%
2.21%
0.
8
8
%
0.54%
2
.
2
8
%
2.18%2.43%
0.
9
4
%
0.
8
2
%
0.
1
4
%
1.
2
1
%
S.E
.
P
A
R
K
V
I
E
W
C
R
O
S
S
I
N
G
D
R
.
1038.77 1037.121038.581037.02
1033.20
1035.02
1035.13
1034.48 1034.48 1034.49 1033.73 1033.56 1033.78
1037.36
1031.96
1029.17
1029.00
1027.07
1027.03
1027.98
1030.18
1029.58
1029.99 1028.85
1030.76
1030.10
1029.10
1029.49
1029.821031.96
1032.08
1034.05
1032.75
1034.01
1030.03
1028.63
1029.03
1029.94
1029.20
1034.03
1026.78
1033.00
1029.01
1029.051029.69
1.75 AC.
76,273 S.F.
0.30 AC.
12,946 S.F.
OUTLOT 'Y'
1033.
5
0
1.6
9
%
1030
1030
1035
1
0
3
5
1040
10
4
0
1036
1036103
71038
1
0
3
8
1039
10
3
9
104110
4
1
1035
10
4
0
103
6
103
7
1038
10
3
9
1
0
4
1
1025
1030
102210231024
102610271028
1
0
2
9
1031
1032
1033
103
4
1025
1025
10251024
1026
1026
1026
1027
1027
1027
175.00'
110.00'
1
2
0
.
0
0
'
70.00'
37.00'
N
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
GRADING PLAN
2206
5 OF 9
11-9-2021
1"=50
25 50
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
12-8-2021
NOTES
1.INGRESS/EGRESS, SHARED PARKING & UTILITY EASEMENTS ARE COVERED BY A BLANKET EASEMENT.
2.WATER, SANITARY SEWER AND STORM SEWER EASEMENTS ARE COVERED BY A PRIVATE BLANKET
EASEMENT.
02-15-2022
03-15-2022
FFE: 1044.97
SA
N
SA
N
SA
N
SA
N
ST
ST
ST
W
ST
S
T
ST
ST
ST
ST
ST
S
T
ST
ST
ST
W
W
ST
W
W
W W
W
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
SA
N
SA
N
S
T
STS
T
S
T
ST
ST
ST
ST
ST
ST
S
T
W
SAN
SA
N
EX. 20.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 55.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
ST
ST
ST
ST
S
ST
S
ST
ST ST
ST
S
ST
S
TR
ST
TR
S
S
FIBER
VAULT
FIBER
VAULT
FIBER
VAULT
ST
GAS
VALVE
TRAFFIC
MANHOLE
TRAFFIC
MANHOLE
EX. SURFACE WATER
FLOWAGE & STORM
SEWER EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 25.00' LANDSCAPE
BUFFER EASEMENT
BK.2017 PG.3256
EX. 35.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
S81°52'52"E
30.00'
C1
9
7.00 AC.
304,866 S.F.
15
3.43 AC.
149,555 S.F.
1
1.54 AC.
67,100 S.F.
2
3.07 AC.
133,896 S.F.
4
0.59 AC.
25,783 S.F.
71.10 AC.
47,717 S.F.
60.36 AC.
15,741 S.F.
5
S.
E
.
E
S
K
E
R
R
I
D
G
E
D
R
I
V
E
S.E
.
P
A
R
K
V
I
E
W
C
R
O
S
S
I
N
G
D
R
.
SANITARY
SERVICE
SAN. MH
RIM =1036.24
SAN. MH
RIM =1043.49
SAN. MH
RIM =1042.22
SAN. MH
RIM =1040.06
SAN. MH
RIM =1036.27
SAN. MH
RIM =1041.48
ADJUST RIM
TO GRADE
ADJUST RIM
TO GRADE
REPLACE CASTING
W/ SW 601 TYPE B
ADJUST TO GRADE
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1035.00 +/-
INV W = 1026.90
INV N = 1027.15
6" SAN
SERVICE
6" SAN
SERVICE
6" SAN
SERVICE
6" SAN
SERVICE
190 LF. 8" SANITARY
SEWER @ 0.50%
255 LF. 8" SANITARY
SEWER @ 1.00%
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1037.00 +/-
INV = 1029.70
115 LF 12" RCP
@ 3.00%
90 LF 12" RCP
@ 0.40%
105 LF 24" RCP
@ 1.00%
130 LF 24" RCP
@ 0.60%
90 LF 24" RCP
@ 0.44%
38 LF 12" RCP
@ 0.40%
165 LF 18" RCP
@ 0.80%
120 LF 18" RCP
@ 0.69%
120 LF 12" RCP
@ 0.80%
35 LF 12" RCP
@ 1.00%
47 LF 12" RCP
@ 1.00%
55 LF 12" RCP
@ 2.00%
266 LF 12" RCP
@ 1.40%
93 LF 15" RCP
@ 1.00%
99 LF 21" RCP
@ 1.00%
120 LF 24" RCP
@ 1.00%
99 LF 21" RCP
@ 1.00%
80 LF 24" RCP
@ 1.00%
85 LF 12" RCP
@ 1.00%
183 LF 12" RCP
@ 1.00%
62 LF 18" RCP
@ 1.00%
184 LF 12" RCP
@ 1.00%
SW 501 INTAKE # 32
W/ TYPE R CASTING
GR. = 1036.54
INV =1032.45
SW 501 INTAKE # 8
W/ TYPE R CASTING
GR. = 1034.80
INV SW =1030.81
INV N = 1030.91
SW 501 INTAKE # 8B
W/ TYPE R CASTING
GR. = 1036.01
INV =1031.42
SW 501 INTAKE # 7
W/ TYPE Q CASTING
RIM - 1033.69
SW 501 INTAKE # 9
W/ TYPE Q CASTING
GR. = 1036.53
INV S =1032.59
INV N = 1032.69
SW 501 INTAKE # 10
W/ TYPE R CASTING
GR. = 1039.55
INV S =1033.52
INV NW = 1034.00
INV E = 1033.90
SW 501 INTAKE # 11
W/ TYPE R CASTING
GR. = 1038.95
INV W =1034.86
INV N = 1034.95
SW 501 INTAKE # 12
W/ TYPE R CASTING
GR. = 1039.98
INV S =1035.30
INV NW = 1035.40
SW 501 INTAKE # 13
W/ TYPE R CASTING
GR. = 1040.80
INV =1035.87
SW 501 INTAKE # 10 A
W/ TYPE Q CASTING
GR. = 1040.60
INV =1035.10
SW 501 INTAKE # 19
W/ TYPE R CASTING
GR. = 1039.54
INV =1034.82
SW 501 INTAKE # 17
W/ TYPE Q CASTING
GR. = 1037.36
INV W =1030.98
INV N & E = 1031.10
SW 512 INTAKE # 18
W/ SW-604 TYPE 4B CASTING
RIM = 1036.03
INV =1032.03
SW 501 INTAKE # 16
W/ TYPE Q CASTING
GR. = 1036.36
INV W = 1029.89
INV E = 1029.99
SW 501 INTAKE # 15
W/ TYPE Q CASTING
GR. = 1036.33
INV S = 1028.80
INV E = 1028.90
SW 512 INTAKE # 14
RIM - 1035.63
INV N - 1028.00
INV S - 1027.90
SW 501 INTAKE # 5
W/ TYPE Q CASTING
RIM - 1033.69
INV W - 1028.28
INV E - 1028.38
SW 512 INTAKE # 24
W/ SW-604 TYPE 3B CASTING
RIM =
INV =1038.03
SW 501 INTAKE # 23
W/ TYPE Q CASTING
GR. = 1042.49
INV E =1037.08
INV NW = 1037.18
SW 501 INTAKE # 22
W/ TYPE Q CASTING
GR. = 1042.66
INV E =1035.12
INV W 1035.25
SW 501 INTAKE
W/ TYPE R CASTING
GR. = 1040.31
INV =1036.69
SW 501 INTAKE # 21
W/ TYPE R CASTING
GR. = 1040.46
INV N =1034.74
INV W & E = 1034.85
SW 501 INTAKE # 20
W/ TYPE R CASTING
GR. = 1041.38
INV =1034.02
EXISTING MH
INV N = 1033.23
MAKE CONNECTION
@ ELEV. =1033.41
27 LF 15" RCP
@ 1.00%
61 LF 18" RCP
@ 1.00%
S24°43'12"W
6.25'
N65°16'48"W 30.00'
90
.
5
1
'
6
8
.
4
3
'
SW 303 MH
W/ SW 601 TYPE B
CASTING
RIM = 1032.99 +/-
INV (N&S) =1023.22
INV (E) =1023.75
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1034.20 +/-
INV (W) =1025.85
INV (E) =1025.95
350 L.F. 8" SANITARY
SEWER @ 0.60%
6" SAN. SERV
INV=1029.00
6" SAN. SERV
6" SAN. SERV
8" WATER 8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
6" SAN. SERV
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
R15
0
.
0
0
'
R
1
5
0
.
0
0
'
R
1
5
0
.
0
0
'
R15
0
.
0
0
'
R1
5
0
.
0
0
'
R1
5
0
.
0
0
'
R15
0
.
0
0
'
R
1
5
0
.
0
0
'
R150
.
0
0
'
R1
5
0
.
0
0
'
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
6" SAN
SERVICE
SW 501 INTAKE # 58
W/ TYPE R CASTING
GR. = 1032.91
INV N & W = 1028.25
INV S = 1028.15
60 L.F. 12" RCP
@1.50%
SW 501 INTAKE # 59
W/ TYPE R CASTING
GR. = 1033.81
INV = 1029.15
120 L.F. 18" RCP
@ 1.60%
SW 501 INTAKE # 60
W/ TYPE R CASTING
GR. = 1034.86
INV N = 1030.27
INV S = 1030.17
115 L.F. 18" RCP
@ 1.50%
SW 501 INTAKE # 61
W/ TYPE R CASTING
GR. = 1036.59
INV N & W = 1032.10
INV S = 1032.00
120 L.F. 12" RCP
@ 2.00%
SW 501 INTAKE # 62
W/ TYPE R CASTING
GR. = 1039.00
INV = 1034.50
35 L.F. 15" RCP
@ 2.00%
SW 501 INTAKE # 63
W/ TYPE R CASTING
GR. = 1037.25
INV N & E = 1032.90
INV S = 1032.80
SW 501 INTAKE # 64
W/ TYPE R CASTING
GR. = 1037.19
INV = 1033.00
10 L.F. 12" RCP
@ 2.00%
97 L.F. 12" RCP
@ 2.40%
SW 501 INTAKE # 65
W/ TYPE R CASTING
GR. = 1039.72
INV N & E = 1035.33
INV S= 1035.23
SW 501 INTAKE # 66
W/ TYPE R CASTING
GR. = 1039.76
INV = 1035.43
10 L.F. 12" RCP
@ 1.00%
GREASE INTERCEPTORS
65 LF 24" RCP
@ 0.40%
SW 401 MH # 8A
RIM. = 1034.46
INV S =1031.17
INV N & E = 1031.27
1.75 AC.
76,273 S.F.
3
0.30 AC.
12,946 S.F.
OUTLOT 'Y'
10.00'
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
R150
.
0
0
'
70.
0
0
'
31.
0
0
'
70.
0
0
'
31.0
0
'
175.00'
110.00'
6" WATER
SERVICE W/
TEMP. BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP. BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP.
BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP. BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP.
BLOWOFF
HYD.
6" WATER
SERVICE
6" WATER
CC1
CC2
CC3
CC22 CC4
CC24
CC6
CC23
CC14
CC5
CC8
CC7
CC9
CC10
N
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
UTILITY PLAN
2206
6 OF 9
11-9-2021
1"=50'
25 50
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
12-8-2021
NOTES
1.INGRESS/EGRESS, SHARED PARKING & UTILITY EASEMENTS ARE COVERED BY A BLANKET EASEMENT.
2.WATER, SANITARY SEWER AND STORM SEWER EASEMENTS ARE COVERED BY A PRIVATE BLANKET
EASEMENT.
3.INSTALL A TEMPORARY BLOWOFF AT THE END OF EACH WATER SERVICE.
CRITICAL CROSSING
CC1 BOTTOM 24" RCP = 1026.71
TOP OF WATER = 1025.21
CC2 BOTTOM 8" SANITARY = 1024.24
TOP OF WATER = 1022.74
CC3 BOTTOM 24" RCP = 1026.85
TOP OF WATER = 1025.35
CC4 TOP OF 8 SANITARY = 1027.49
BOTTOM 24" RCP = 1030.48
CC5 BOTTOM 8" SANITARY = 1027.17
TOP OF WATER = 1025.67
CC6 BOTTOM 12" RCP = 1031.16
TOP 8" SANITARY = 1028.91
CC7 BOTTOM 12" RCP = 1034.17
TOP OF WATER = 1032.67
CC8 BOTTOM 12" RCP = 1033.93
TOP OF WATER = 1032.43
CC9 BOTTOM 12" RCP = 1031.29
TOP OF WATER = 1029.79
CC10 BOTTOM 12" RCP = 1036.76
TOP OF WATER = 1035.26
CC11 BOTTOM 24" RCP = 1024.75
TOP OF WATER = 1023.25
CC12 BOTTOM 18" RCP = 1027.04
TOP OF WATER = 1025.54
CC13 BOTTOM 15" RCP = 1027.71
TOP OF WATER = 1026.21
CC14 BOTTOM 12" RCP = 1031.63
TOP OF WATER = 1029.13
CC15 BOTTOM 27" RCP = 1023.26
TOP OF WATER = 1021.40
CC16 BOTTOM 27" RCP = 1023.28
TOP OF 8" SANITARY = 1017.43
CC17 BOTTOM 12" RCP = 1023.60
TOP OF WATER = 1022.10
CC18 TOP OF 8" SANITARY = 1020.59
BOTTOM 8" WATER = 1023.55
CC19 BOTTOM 21" RCP = 1024.29
TOP 8" SANITARY = 1020.87
CC20 BOTTOM 15" RCP = 1024.69
TOP OF WATER = 1023.19
CC21 TOP 8" SANITARY = 1016.30
BOTTOM OF WATER = 1020.66
CC22 BOTTOM 24" RCP = 1026.75
TOP 8" SANITARY = 1024.93
CC23 BOTTOM 12" RCP = 1031.22
TOP OF WATER = 1029.46
CC24 BOTTOM 24" RCP = 1030.39
TOP OF WATER = 1028.89
02-15-2022
03-15-2022
T
ST
ST
S
T
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SA
N
ST
ST
ST
ST
ST
ST
ST
ST
ST
W
W
W
SA
N
W
W
ST
ST
ST
ST ST
ST
ST
ST
W
W
W
W
W
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
SA
N
SAN
ST
ST
ST
ST
ST
ST
ST
S
T
ST
SAN
SAN
EX. 55.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 50.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 65.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
SST
S
ST
ST
ST
S
ST
ST
S
S
S
S
S TR
TR
S
S
TRAFFIC
MANHOLETRAFFIC
MANHOLECONTROL
VAULT
FIBER
VAULT
FIBER
VAULT
FIBER
VAULT
TRAFFIC
MANHOLE
TRAFFIC
MANHOLE
TRAFFIC
CONTROL BOX
TRAFFIC
CONTROL BOX
POWER
POLE
PHONE
RISER
TRAFFIC
MANHOLE
TRAFFIC
MANHOLE
STANDPIPE
GAS
VALVE
GAS
VALVE GAS
VALVE
GAS
VALVE
100 YR. FLOOD ELEV. =1026.15
OVERFLOW ELEV. =1029.10
100 YR. FLOOD ELEV. =1025.70
OVERFLOW ELEV. =1027.60
TEMPORARY STORM
SEWER & DETENTION
EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. SURFACE WATER
FLOWAGE & STORM
SEWER EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 25.00' LANDSCAPE
BUFFER EASEMENT
BK.2017 PG.3256
EX. 35.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
N89°10'02"W 221.55'
S87°29'05"W 512.90'
N0
2
°
2
8
'
3
0
"
E
46
.
3
4
'
N84°36'25"E 492.84
'
N31°26'57"E
47.90'
N84°01'00"E
25.19'
S31°26'57"W
48.23'N84°36'25"E 225.40
'
C21
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
S81°20'49"E
30.00'
S81°52'52"E
30.00'
C2
0
SURFACE WATER
FLOWAGE EASEMENT
7.00 AC.
304,866 S.F.
15
0.59 AC.
25,783 S.F.
71.10 AC.
47,717 S.F.
60.36 AC.
15,741 S.F.
5
2.25 AC.
98,149 S.F.
10
0.98 AC.
42,714 S.F.
9
0.93 AC.
40,401 S.F.
8
0.98 AC.
42,549 S.F.
13
0.35 AC.
15,319 S.F.
OUTLOT 'Z'
0.93 AC.
40,362 S.F.
14
2.15 AC.
93,508 S.F.
12
3.79 AC.
165,095 S.F.
11
GR
A
N
D
P
R
A
I
R
I
E
PA
R
K
W
A
Y
SE ASHWORTH
R
O
A
D
SANITARY
SERVICE
SANITARY
SERVICE
SAN. MH
RIM =1027.93
SAN. MH
RIM =1027.07
SAN. MH
RIM =1027.97
SAN. MH
RIM =1027.84
SAN. MH
RIM =1029.41
SAN. MH
RIM =1030.81
SAN. MH
RIM =1036.24
SAN. MH
RIM =1028.33
SAN. MH
RIM =1030.03
SAN. MH
RIM =1036.27
EXISTING MH
INSTALL EXTERNAL
DROP CONNECTION
INV N=1015.55
INV DROP =999.00
INV E =997.15
ADJUST RIM TO GRADE
165 LF. 8" SANITARY
SEWER @ 3.00%
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1027.81 +/-
INV S = 1020.50
INV N = 1020.75
175 LF. 8" SANITARY
SEWER @ 1.00%
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1030.06 +/-
INV SE = 1020.75
INV N = 1021.00
210 LF. 8" SANITARY
SEWER 2.80%
EXISTING MH
INV SW = 1014.40
MAKE CONNECTION @
ELEVATION 1014.87
ADJUST RIM TO GRADE
6" SAN
SERVICE
6" SAN
SERVICE
6" SAN
SERVICE
REPLACE CASTING
W/ SW 601 TYPE B
ADJUST TO GRADE
REPLACE CASTING
W/ SW 601 TYPE B
ADJUST TO GRADE
REPLACE CASTING
W/ SW 601 TYPE B
ADJUST TO GRADE
ADJUST RIM
TO GRADE
6" SAN
SERVICE
155 LF. 8" SANITARY
SEWER @ 1.00%
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1032.03 +/-
INV = 1022.55
REPLACE CASTING
W/ SW 601 TYPE B
ADJUST TO GRADE
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1032.04 +/-
INV = 1022.50
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1035.00 +/-
INV W = 1026.90
INV N = 1027.15
6" SAN
SERVICE
6" SAN
SERVICE
190 LF. 8" SANITARY
SEWER @ 0.50%
255 LF. 8" SANITARY
SEWER @ 1.00%
CASTING
RIM = 1037.00 +/-
INV = 1029.70
SW 501 INTAKE # 40
W/ TYPE R CASTING
GR = 1026.90
INV 1023.19
90 LF 30" RCP
@ 0.24%
72 LF 12" RCP
@ 0.24%
84 LF 30" RCP
@ 0.24%
60 LF 30" RCP
@ 0.24%
50 LF 27" RCP
@ 0.24%
126 LF 27" RCP
@ 0.24%
50 LF 24" RCP
@ 0.24%
55 LF 24" RCP
@ 0.24%
79 LF 21" RCP
@ 0.24%
63
L
F
2
1
"
R
C
P
@ 0
.
2
4
%
40 LF 21" RCP
@ 0.24%
90 LF 18" RCP
@ 0.24%
90 LF 15" RCP
@ 0.24%
72 LF 12" RCP
@ 1.00%
65 LF 12" RCP
@ 1.00%
50 LF 12" RCP
@ 1.00%
155 LF 24" RCP
@ 0.40%
105 LF 15" RCP
@ 1.00%
90 LF 15" RCP
@ 0.40%
115 LF 12" RCP
@ 3.00%
90 LF 12" RCP
@ 0.40%
70 LF 12" RCP
@ 1.00%
60 LF 12" RCP
@ 1.00%
55 LF 12" RCP
@ 1.00%50 LF 24" RCP
@ 0.4%
325 LF 24" RCP
@ 0.60%
130 LF 33" RCP
@ 0.24%
130 LF 36" RCP
@ 1.00%
50 LF 36" RCP
@ 1.00%
50 LF 30" RCP
@ 1.25%
215 LF 30" RCP
@ 1.12%
140 LF 24" RCP
@ 1.08%
105 LF 24" RCP
@ 1.00%
130 LF 24" RCP
@ 0.60%
90 LF 24" RCP
@ 0.44%
38 LF 12" RCP
@ 0.40%
165 LF 18" RCP
@ 0.80%
93 LF 15" RCP
@ 1.00%
99 LF 21" RCP
@ 1.00%
120 LF 24" RCP
@ 1.00%
99 LF 21" RCP
@ 1.00%
80 LF 24" RCP
@ 1.00%
SW 501 INTAKE
W/ TYPE R CASTING
GR = 1027.00
INV 1023.15
SW 501 INTAKE # 39
W/ TYPE R CASTING
GR = 1026.90
INV 1022.97
SW 501 INTAKE # 41
W/ TYPE R CASTING
GR = 1026.90
INV 1023.40
SW 501 INTAKE # 42
W/ TYPE R CASTING
GR = 1026.90
INV 1023.54 SW 501 INTAKE # 43
W/ TYPE R CASTING
GR = 1026.98
INV 1023.66 SW 501 INTAKE # 45
W/ TYPE R CASTING
GR = 1028.08
INV 1023.96
SW 501 INTAKE # 46
W/ TYPE R CASTING
GR = 1028.63
INV 1024.08
SW 501 INTAKE # 47
W/ TYPE R CASTING
GR = 1028.94
INV 1024.21
SW 501 INTAKE # 49
W/ TYPE R CASTING
GR = 1029.75
INV 1024.55
SW 501 INTAKE # 50
W/ TYPE Q CASTING
GR = 1029.32
INV 1024.65
SW 501 INTAKE # 51
W/ TYPER CASTING
GR = 1029.90
INV 1024.87 SW 501 INTAKE # 52
W/ TYPE Q CASTING
GR = 1029.25
INV 1025.09
SW 501 INTAKE # 48
W/ TYPE R CASTING
GR = 1029.14
INV 1024.40
SW 512 INTAKE # 35
W/ SW 604 TYPE 4A
RIM - 1032.53
INV N - 1029.72
SW 512 INTAKE # 34
W/ SW 604 TYPE 4A
RIM - 1032.53
INV N - 1028.92
INV S - 1029.02
SW 512 INTAKE # 33
W/ SW 604 TYPE 4A
RIM - 1032.53
INV N - 1028.17
INV S - 1028.27
SW 501 INTAKE # 26
W/ TYPE Q CASTING
RIM - 1034.53
INV N - 1027.67
INV S - 1027.67
INV E - 1026.50
INV W - 1026.41
SW 501 INTAKE # 27
W/ TYPE Q CASTING
RIM - 1034.53
INV W - 1026.70 SW 501 INTAKE # 28
W/ TYPE Q CASTING
GR = 1030.75
INV W = 1027.32
INV N = 1027.40
SW 501 INTAKE # 29
W/ TYPE Q CASTING
GR. = 1032.25
INV S =1028.45
INV NE = 1028.55
SW 501 INTAKE # 30
W/ TYPE R CASTING
GR. = 1033.55
INV SW =1028.91
INV NE = 1029.00
INV SE = 1029.00
SW 501 INTAKE # 31
W/ TYPE R CASTING
GR. = 1032.60
INV =1029.36
SW 501 INTAKE # 32
W/ TYPE R CASTING
GR. = 1036.54
INV =1032.45
SW 501 INTAKE # 8
W/ TYPE R CASTING
GR. = 1034.80
INV SW =1030.81
INV N = 1030.91
SW 501 INTAKE # 8B
W/ TYPE R CASTING
GR. = 1036.01
INV =1031.42
SW 501 INTAKE # 7
W/ TYPE Q CASTING
RIM - 1033.69
INV W - 1030.31
INV NE - 1030.41
SW 501 INTAKE # 17
W/ TYPE Q CASTING
GR. = 1037.36
INV W =1030.98
INV N & E = 1031.10
SW 512 INTAKE # 18
W/ SW-604 TYPE 4B CASTING
RIM = 1036.03
INV =1032.03
GR. = 1036.36
INV W = 1029.89
INV E = 1029.99
INV S = 1028.80
INV E = 1028.90
SW 512 INTAKE # 14
RIM - 1035.63
INV N - 1028.00
INV S - 1027.90
SW 503 INTAKE # 4
RIM - 1032.73
INV E - 1026.80
INV N - 1026.80
INV S - 1026.70
SW 501 INTAKE # 6
W/ TYPE Q CASTING
RIM - 1033.69
INV W - 1029.43
INV E - 1029.53
SW 501 INTAKE # 5
W/ TYPE Q CASTING
RIM - 1033.69
INV W - 1028.28
INV E - 1028.38
SW 512 INTAKE # 38
W/ SW 604 TYPE 4A
RIM - 1034.53
INV S - 1029.69
SW 512 INTAKE # 37
W/ SW 604 TYPE 4A
RIM - 1034.53
INV N - 1029.02
INV S - 1028.92
SW 512 INTAKE # 36
W/ SW 604 TYPE 4A
RIM - 1034.53
INV N - 1028.31
INV S - 1028.21
SW 503 INTAKE # 3A
RIM - 1029.85
INV N - 1025.10
INV S - 1025.00
SW 501 INTAKE # 3
W/ TYPE Q CASTING
RIM - 1029.55
INV N - 1024.46
INV E - 1024.46
INV S - 1024.36
SW 503 INTAKE # 2
RIM - 1028.45
INV N - 1023.70
INV S - 1023.60
102" SW401 MH # 1
RIM - 1027.56
FL N - 1022.66
FL S - 1022.66
FL W - 1022.56
SW 303 MH
W/ SW 601 TYPE B
CASTING
RIM = 1032.99 +/-
INV (N&S) =1023.22
INV (E) =1023.75
SW 301 MH
W/ SW 601 TYPE B
CASTING
RIM = 1034.20 +/-
INV (W) =1025.85
INV (E) =1025.95
350 L.F. 8" SANITARY
SEWER @ 0.60%
6" SAN. SERV
INV=1027.86
6" SAN. SERV
INV=1029.00
6" SAN. SERV
6" SAN. SERV
8" WATER
8" WATER
8" WATER 8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
6" SAN. SERV
6" STORM
INV=1029.00 6" SAN. SERV
INV=1028.30
8" STORM
INV=1029.00
8" STORM
INV=1029.00
4" STORM
INV=1029.00
6" STORM
INV=1029.00
10" STORM
INV=1029.00
4" STORM
INV=1031.00
S.E
.
P
A
R
K
V
I
E
W
C
R
O
S
S
I
N
G
D
R
.
R15
0
.
0
0
'
R
1
5
0
.
0
0
'
R150
.
0
0
'
R1
5
0
.
0
0
'
R
1
5
0
.
0
0
'
R15
0
.
0
0
'
R
1
5
0
.
0
0
'
R150.
0
0
'
R150.
0
0
'
R
1
5
0
.
0
0
'
R
1
5
0
.
0
0
'
6" SAN
SERVICE
6" SAN
SERVICE
6" SAN
SERVICE
6" SAN
SERVICE
SW 501 INTAKE # 53
W/ TYPE R CASTING
GR. = 1028.83
INV N & W = 1023.90
INV S = 1023.80
SW 501 INTAKE # 54
W/ TYPE R CASTING
GR. = 1030.60
INV = 1025.90
105 L.F. 12" RCP
@1.90%
65 L.F. 24" RCP
@ 2.00%
60 L.F. 12" RCP
@1.50%
SW 501 INTAKE # 56
W/ TYPE R CASTING
GR. = 1030.88
INV = 1026.20
SW 501 INTAKE # 55
W/ TYPE R CASTING
GR. = 1029.88
INV N & W = 1025.30
INV S = 1025.20
80 L.F. 24" RCP
@ 1.60%
SW 501 INTAKE # 57
W/ TYPE R CASTING
GR. = 10331.38
INV N = 1026.68
INV S = 1026.58
92 L.F. 24" RCP
@ 1.60%
SW 501 INTAKE # 58
W/ TYPE R CASTING
GR. = 1032.91
INV N & W = 1028.25
INV S = 1028.15
60 L.F. 12" RCP
@1.50%
SW 501 INTAKE # 59
W/ TYPE R CASTING
GR. = 1033.81
INV = 1029.15
120 L.F. 18" RCP
@ 1.60%
SW 501 INTAKE # 60
W/ TYPE R CASTING
GR. = 1034.86
INV N = 1030.27
INV S = 1030.17
115 L.F. 18" RCP
@ 1.50%
SW 501 INTAKE # 61
W/ TYPE R CASTING
GR. = 1036.59
INV N & W = 1032.10
INV S = 1032.00
120 L.F. 12" RCP
@ 2.00%
SW 501 INTAKE # 62
W/ TYPE R CASTING
GR. = 1039.00
INV = 1034.50
35 L.F. 15" RCP
@ 2.00%
INV S = 1032.80
85 L.F. 24" RCP
@ 3.06%
24" FES
INV=1021.20
INSTALL
6 TON CLASS D
RIP-RAP
GREASE INTERCEPTORS
65 LF 24" RCP
@ 0.40%
SW 401 MH # 8A
RIM. = 1034.46
INV S =1031.17
INV N & E = 1031.27
1.75 AC.
76,273 S.F.
0.30 AC.
12,946 S.F.
OUTLOT 'Y'
1033.
5
0
R150
.
0
0
'
175.00'
110.00'
1
2
0
.
0
0
'
70.00'
37.00'
6" WATER
SERVICE W/
TEMP.
BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP. BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP.
BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP.
BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP. BLOWOFF
HYD.
6" WATER
SERVICE W/
TEMP. BLOWOFF HYD.
6" WATER
SERVICE W/
TEMP. BLOWOFF HYD.
6"
W
A
T
E
R
SER
V
I
C
E
W
/
TE
M
P
.
B
L
O
W
O
F
F
HYD
.
6" WATER
SERVICE W/
TEMP. BLOWOFF HYD.
6" WATER
SERVICE W/
TEMP. BLOWOFF HYD.
SW 501 INTAKE # 44
W/ TYPE R CASTING
GR = 1026.98
INV 1023.82
42 LF 12" RCP
@ 0.40%
CC1
CC2
CC3
CC22 CC4
CC24
CC6
CC23
CC14
CC11
CC12
CC13
CC15 CC16
CC17
CC18
CC19
CC20
CC5
CC9
CC21
SW 511 INTAKE # 67
W/ SW- 604 TYPE 6
RIM = 1026.50
INV (3") = 1021.50
INV (30") = 1022.00
REMOVE EXISTING FES
12.50'
7.50'
12
.
5
0
'
5.00'
LOWER APPROXIMATELY 300LF OF
16" WATER MAIN AT THE DIRECTION OF
THE CITY OF WAUKEE. THE CITY WILL
REIMBURSE THE PROJECT OWNER
FOR THIS EXPENSE.
N
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
UTILITY PLAN
2206
7 OF 9
11-9-2021
1"=50'
25 50
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
12-8-2021
NOTES
1.INGRESS/EGRESS, SHARED PARKING & UTILITY EASEMENTS ARE COVERED BY A BLANKET EASEMENT.
2.WATER, SANITARY SEWER AND STORM SEWER EASEMENTS ARE COVERED BY A PRIVATE BLANKET
EASEMENT.
3.INSTALL A TEMPORARY BLOWOFF AT THE END OF EACH WATER SERVICE.
CRITICAL CROSSING
CC1 BOTTOM 24" RCP = 1026.71
TOP OF WATER = 1025.21
CC2 BOTTOM 8" SANITARY = 1024.24
TOP OF WATER = 1022.74
CC3 BOTTOM 24" RCP = 1026.85
TOP OF WATER = 1025.35
CC4 TOP OF 8 SANITARY = 1027.49
BOTTOM 24" RCP = 1030.48
CC5 BOTTOM 8" SANITARY = 1027.17
TOP OF WATER = 1025.67
CC6 BOTTOM 12" RCP = 1031.16
TOP 8" SANITARY = 1028.91
CC7 BOTTOM 12" RCP = 1034.17
TOP OF WATER = 1032.67
CC8 BOTTOM 12" RCP = 1033.93
TOP OF WATER = 1032.43
CC9 BOTTOM 12" RCP = 1031.29
TOP OF WATER = 1029.79
CC10 BOTTOM 12" RCP = 1036.76
TOP OF WATER = 1035.26
CC11 BOTTOM 24" RCP = 1024.75
TOP OF WATER = 1023.25
CC12 BOTTOM 18" RCP = 1027.04
TOP OF WATER = 1025.54
CC13 BOTTOM 15" RCP = 1027.71
TOP OF WATER = 1026.21
CC14 BOTTOM 12" RCP = 1031.63
TOP OF WATER = 1029.13
CC15 BOTTOM 27" RCP = 1023.26
TOP OF WATER = 1021.40
CC16 BOTTOM 27" RCP = 1023.28
TOP OF 8" SANITARY = 1017.43
CC17 BOTTOM 12" RCP = 1023.60
TOP OF WATER = 1022.10
CC18 TOP OF 8" SANITARY = 1020.59
BOTTOM 8" WATER = 1023.55
CC19 BOTTOM 21" RCP = 1024.29
TOP 8" SANITARY = 1020.87
CC20 BOTTOM 15" RCP = 1024.69
TOP OF WATER = 1023.19
CC21 TOP 8" SANITARY = 1016.30
BOTTOM OF WATER = 1020.66
CC22 BOTTOM 24" RCP = 1026.75
TOP 8" SANITARY = 1024.93
CC23 BOTTOM 12" RCP = 1031.22
TOP OF WATER = 1029.46
CC24 BOTTOM 24" RCP = 1030.39
TOP OF WATER = 1028.89
30" DIA. OPENING
INVERT =1022.00
3.0" DIA. OPENING
INVERT =1021.50
INSTALL TRASH
GUARD
#4 BARS AT 15"
O.C. EACH WAY
ADJUSTMENT
RINGS
SHORT WALL
2'-0"6"6"
3'-0"
8" MIN.
4"
6" MIN.
SW-604 TYPE 6
CASTING
GRATE =1026.50
12" MIN.
MAX
S
L
O
P
E
3
:
1
3
DIAGONAL BAR
(TYP.)1
BASE 1
#4 BARS AT 12"
O.C. EACH WAY
SW-511 INTAKE # 67 DETAIL
100 YEAR ELEVATION = 1026.01
WQv ELEVATION = 1022.00
02-15-2022
03-15-2022
FFE: 1044.97
SA
N
SA
N
SA
N
SA
N
ST
ST
ST
W
ST
S
T
ST
ST
ST
ST
ST
S
T
ST
ST
ST
W
W
ST
W
W
W W
W
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
SA
N
SA
N
S
T
STS
T
S
T
ST
ST
ST
ST
ST
ST
S
T
W
SAN
SA
N
EX. 20.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 55.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
ST
ST
ST
ST
S
ST
S
ST
ST ST
ST
S
ST
S
TR
ST
TR
S
S
FIBER
VAULT
FIBER
VAULT
FIBER
VAULT
ST
GAS
VALVE
TRAFFIC
MANHOLE
TRAFFIC
MANHOLE
EX. SURFACE WATER
FLOWAGE & STORM
SEWER EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 25.00' LANDSCAPE
BUFFER EASEMENT
BK.2017 PG.3256
EX. 35.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
S81°52'52"E
30.00'
C1
9
7.00 AC.
304,866 S.F.
15
3.43 AC.
149,555 S.F.
1
1.54 AC.
67,100 S.F.
2
3.07 AC.
133,896 S.F.
4
0.59 AC.
25,783 S.F.
71.10 AC.
47,717 S.F.
60.36 AC.
15,741 S.F.
5
S.
E
.
E
S
K
E
R
R
I
D
G
E
D
R
I
V
E
S.E
.
P
A
R
K
V
I
E
W
C
R
O
S
S
I
N
G
D
R
.
S24°43'12"W
6.25'
N65°16'48"W 30.00'
90
.
5
1
'
6
8
.
4
3
'
GR
A
N
D
P
R
A
I
R
I
E
P
A
R
K
W
A
Y
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
1.75 AC.
76,273 S.F.
3
0.30 AC.
12,946 S.F.
OUTLOT 'Y'
10.00'
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
70.
0
0
'
31.
0
0
'
70.
0
0
'
31.0
0
'
175.00'
110.00'
N
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
CONCEPTUAL LAYOUT
2206
8 OF 9
11-9-2021
1"=50'
25 50
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
12-8-2021
02-15-2022
03-15-2022
T
ST
ST
S
T
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SA
N
ST
ST
ST
ST
ST
ST
ST
ST
ST
W
W
W
SA
N
W
W
ST
ST
ST
ST ST
ST
ST
ST
W
W
W
W
W
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
EX
I
S
T
I
N
G
B
I
K
E
T
R
A
I
L
SA
N
SAN
ST
ST
ST
ST
ST
ST
ST
S
T
ST
SAN
SAN
EX. 55.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 50.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
EX. 65.00' SANITARY
SEWER EASEMENT
BK.2017 PG.3264
SST
S
ST
ST
ST
S
ST
ST
S
S
S
S
S TR
TR
S
S
TRAFFIC
MANHOLETRAFFIC
MANHOLECONTROL
VAULT
FIBER
VAULT
FIBER
VAULT
FIBER
VAULT
TRAFFIC
MANHOLE
TRAFFIC
MANHOLE
TRAFFIC
CONTROL BOX
TRAFFIC
CONTROL BOX
POWER
POLE
PHONE
RISER
TRAFFIC
MANHOLE
TRAFFIC
MANHOLE
STANDPIPE
GAS
VALVE
GAS
VALVE GAS
VALVE
GAS
VALVE
100 YR. FLOOD ELEV. =1026.15
OVERFLOW ELEV. =1029.10
100 YR. FLOOD ELEV. =1025.70
OVERFLOW ELEV. =1027.60
TEMPORARY STORM
SEWER & DETENTION
EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. SURFACE WATER
FLOWAGE & STORM
SEWER EASEMENT
BK. 2018 PG. 14402
TO BE ABANDONED
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 15.00' P.U.E.
BK.2013 PG.10387
EX. 25.00' LANDSCAPE
BUFFER EASEMENT
BK.2017 PG.3256
EX. 35.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
N89°10'02"W 221.55'
S87°29'05"W 512.90'
N0
2
°
2
8
'
3
0
"
E
46
.
3
4
'
N84°36'25"E 492.84
'
N31°26'57"E
47.90'
N84°01'00"E
25.19'
S31°26'57"W
48.23'N84°36'25"E 225.40
'
C21
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
EX. 20.00' SANITARY
SEWER EASEMENT
BK. 2018 PG. 14402
EASEMENT TO
BE ABANDONED
S81°20'49"E
30.00'
S81°52'52"E
30.00'
C2
0
SURFACE WATER
FLOWAGE EASEMENT
7.00 AC.
304,866 S.F.
15
0.59 AC.
25,783 S.F.
71.10 AC.
47,717 S.F.
60.36 AC.
15,741 S.F.
5
2.25 AC.
98,149 S.F.
10
0.98 AC.
42,714 S.F.
9
0.93 AC.
40,401 S.F.
8
0.98 AC.
42,549 S.F.
13
0.35 AC.
15,319 S.F.
OUTLOT 'Z'
0.93 AC.
40,362 S.F.
14
2.15 AC.
93,508 S.F.
12
3.79 AC.
165,095 S.F.
11
GR
A
N
D
P
R
A
I
R
I
E
PA
R
K
W
A
Y
SE ASHWORTH
R
O
A
D
S.E
.
P
A
R
K
V
I
E
W
C
R
O
S
S
I
N
G
D
R
.
15.00' P.U.E.
15.00' P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
10.00'
P.U.E.
1.75 AC.
76,273 S.F.
0.30 AC.
12,946 S.F.
OUTLOT 'Y'
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
10.00'
PUE
1033.
5
0
175.00'
110.00'
1
2
0
.
0
0
'
70.00'
37.00'
N
800/292-8989
ONE-CALL
IOWA
REVISIONS:
DATE:
CC
SHEET
JOB NUMBER
N 0
SCALE:
OOPER RAWFORD
CIVIL ENGINEERS
C C
& ASSOCIATES, L.L.C.
PHONE: (515) 224-1344 FAX: (515) 224-1345
475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265
APPROVED:INITIALED:AS-BUILT:
CONCEPTUAL LAYOUT
2206
9 OF 9
11-9-2021
1"=50'
25 50
KEETOWN LOOP PLAT 1
(X-X-2003)XXX (X-X-2003)
PRELIMINARY PLAT
KEETOWN
LOOP PLAT 1
WAUKEE, IOWA
MANHOLE
W8"
8"
ST 18"
SAN
LEGEND
EXISTING/PROPOSED
WATER MAIN & SIZE
FIRE HYDRANT
STORM INTAKE
PLAT BOUNDARY
STORM SEWER & SIZE
SANITARY SEWER & SIZE
VALVE
990
X
XX
X
990 PROPOSED CONTOURS
SILT FENCE OR
EXISTING CONTOURS
F.E.S.
APPROVED FILTRATION SOCK
12-8-2021
02-15-2022
03-15-2022