HomeMy WebLinkAbout2021-09-07-J09 Spring Crest Townhomes Plat 2_Preliminary Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: September 7, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a preliminary plat for
Spring Crest Townhomes Plat 2
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat
for a 16.50-acre townhome development. The plat identifies one outlot for
future townhome development. The outlot is 13.78-acres in area. The plat also
includes Street Lots A, B, C and D that will be dedicated to the City.
Extensions of both Maple Street and 11th Street will be constructed with this
plat. All public utilities will be extended to service the plat.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the preliminary plat request at their meeting on August 24, 2021
and recommended approval:
Approval of a Preliminary Plat for Spring Crest Townhomes Plat 2
Senior Planner, Melissa DeBoer, introduced the request for approval of a preliminary plat for a
townhome development as submitted by the applicant, Terra Firma JV. The subject property is
generally located south of Hickman Road and west of 10th Street, containing approximately 16.50
acres. The property was formerly platted as Outlot X and Y of Spring Crest plat 3 in 2018.
Mrs. DeBoer explained that extensions of maple Street and 11th Street will be constructed with
this plat. Five –Foot wide sidewalks will be required on both sides of the street extensions as lots
develop. Public Utilities are available to serve the site and Stormwater detention is managed by the
surrounding sites. Parkland dedication will be calculated when the total number of units are known.
At this time Staff would recommend approval of the preliminary plat for Spring Crest
Townhomes Plat 2 subject to remaining staff comments.
Commissioner Koshy questioned what the proposed density is. Mrs. DeBoer advised she was
unsure at this time. The Preliminary plat approval would just allow the construction of streets.
Korey Marsh, a representative of the applicant advised that this project would be similar to the
project to the east of 10th street with the anticipation that duplex style products would be
placed to the south as the property begins to meet with single family residential products.
Commissioner Streit moved to approve the Preliminary Plat for Spring Crest Townhomes Plat 2
subject to remaining staff comments. Commissioner Broderick seconded the Motion. Ayes: Streit,
Broderick, Hoifeldt, Ward, Koshy, and Inman. Nays: none. Motion carried.
J9
STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Preliminary Plat
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE PRELIMINARY PLAT FOR SPRING CREST
TOWNHOMES PLAT 2
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Preliminary Plat for Spring Crest Townhomes Plat 2 on August 24, 2021; AND,
WHEREAS, the Preliminary Plat for Spring Crest Townhomes Plat 2 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 7th day of September, 2021 that the Preliminary Plat for Spring Crest Townhomes Plat 2
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: Spring Crest Townhomes Plat 2 –
Preliminary Plat
PREPARED BY: Melissa DeBoer AICP, Senior
Planner
REPORT DATE: August 20, 2021
MEETING DATE: August 24, 2021
GENERAL INFORMATION
Applicant: Terra Firma JV
Owners:
Springcrest Partners, LLC
Deery, Deery & Deery, LLC
Copeland, Ralph C Trust, Estella L & J Harry Copeland
Trustees
Owner’s Representative:
Korey Marsh, P.E. – Snyder & Associates, Inc.
Request: The applicant is requesting approval of a preliminary
plat for a townhome development.
Location and Size: Property is generally located south of Hickman Road
and west of 10th Street, containing approximately
16.50-acres.
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE).
August 20, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped
Medium Density
Residential
R-4 (Row Dwelling and Townhome
Dwelling District)
North Vacant -
Undeveloped /
Deery Brothers Auto
Dealership
Mixed Use C-1 (Community and Highway Service
Commercial District)
South Single Family
Residential
Single Family
Residential
R-2 / PD-1 (One and Two-Family
Residential District with a Planned
Development Overlay)
East Townhome
Residential
Medium Density
Residential
R-4 (Row Dwelling and Townhome
Dwelling District)
West Vacant –
Undeveloped
Medium Density
Residential
A-1 (Agricultural District)
HISTORY
This property was originally platted as Outlot X and Y of Spring Crest Plat 3 in November 2018. The applicant is
requesting to replat this property to one outlot for the future development of townhomes.
PROJECT DESCRIPTION
LOTS
The preliminary plat identifies one outlot for future townhome development. The outlot is 13.78 acres in area. The plat
also includes Street Lots A, B, C and D that will be dedicated to the City.
Table 1: Standard R-4 requirements.
Category R-4 (minimum)
Lot Area 15,000 square feet (plat area) & 3,500 square feet per
unit
Lot Width 75 feet (overall) & 20 feet per unit
Front Yard Setback 30 feet
Rear Yard Setback 30 feet
Side Yard Setback 15 feet total (7 feet minimum)
STREETS AND TRAIL
Extensions of both Maple Street and 11th Street will be constructed with this plat. Five-foot wide sidewalks will be
constructed along both sides of streets as lots develop.
UTILITIES
All public utilities will be extended to service the proposed plat. Sanitary sewer and water will be extended from both
the east and south. Storm water will be extended from surrounding area to service the proposed plat.
August 20, 2021
3 of 3
EASEMENTS
All proposed easements have been indicated on the preliminary plat. Landscape buffer easements have been shown along
the east, south and west sides of the plat.
PARKLAND DEDCIATION
Parkland dedication requirements will be determined at time of site plan/final plat when the number of units are known.
STAFF RECOMMENDATION
The preliminary 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 for Spring Crest
Townhomes Plat 2 subject to remaining staff comments.
FEET
0 250 BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comKMMLJMZTA07-20-2021250'121.0553.01C100121.0553.01
C100SPRING CREST TOWNHOMES PLAT 2-PREPLAT 2021TITLE SHEETWAUKEE, IOWAREVISED PER CITY COMMENTSREVISED PER CITY COMMENTS 08-03-2108-17-21 LJMLJM 12 TTN-RRW-SSV:\Projects\2021\121.0553.01\CADD\PPT_1210553_TSH.dwg LOGAN MYERS, PPT_1210553_TSH - TITLE SHEET, 2021/08/31, 3:43 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)SPRING CREST TOWNHOMES PLAT 2
PRELIMINARY PLAT-2021
FEATURES
Spot Elevation
Contour Elevation
Fence (Barbed, Field, Hog)
Fence (Chain Link)
Fence (Wood)
Fence (Silt)
Tree Line
Tree Stump
Deciduous Tree \\ Shrub
Coniferous Tree \\ Shrub
Communication
Overhead Communication
Fiber Optic
Underground Electric
Overhead Electric
Gas Main with Size
High Pressure Gas Main with Size
Water Main with Size
Sanitary Sewer with Size
Duct Bank
Test Hole Location for SUE w/ID
(*) Denotes the survey quality service level for utilities
Sanitary Manhole
Storm Sewer with Size
Storm Manhole
Single Storm Sewer Intake
Double Storm Sewer Intake
Fire Hydrant
Fire Hydrant on Building
Water Main Valve
Water Service Valve
Well
Utility Pole
Guy Anchor
Utility Pole with Light
Utility Pole with Transformer
Street Light
Yard Light
Electric Box
Electric Transformer
Traffic Sign
Communication Pedestal
Communication Manhole
Communication Handhole
Fiber Optic Manhole
Fiber Optic Handhole
Gas Valve
Gas Manhole
Gas Apparatus
Fence Post or Guard Post
Underground Storage Tank
Above Ground Storage Tank
Sign
Satellite Dish
Mailbox
Sprinkler Head
Irrigation Control Valve
LEGEND
EXISTING PROPOSED
93.0x
60
12" RCP
GENERAL NOTES
1.PRIOR TO START OF ANY CONSTRUCTION ACTIVITIES, A PRECONSTRUCTION
MEETING WITH THE CITY IS REQUIRED.
2.CONSTRUCTION OF STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO
THE CURRENT EDITIONS OF THE WAUKEE STANDARD SPECIFICATIONS FOR
PUBLIC IMPROVEMENTS AND THE STATEWIDE URBAN DESIGN AND
SPECIFICATIONS.
3.OUTLOT 'X' TO BE OWNED AND MAINTAINED BY THE HOME OWNERS
ASSOCIATION.
4.STREET LOTS A, B, C, & D TO BE DEDICATED TO THE CITY BY RESPECTIVE
OWNERS.
PLAT DESCRIPTION
OUTLOT X & Y OF SPRING CREST PLAT 3 AS FILED IN THE DALLAS COUNTY
RECORDER'S OFFICE ALL BEING IN THE CITY OF WAUKEE, DALLAS COUNTY, IOWA.
DEVELOPER/APPLICANT
SPRINGCREST TOWNHOMES WAUKEE 2, LLC
15006 MAPLE DRIVE
URBANDALE, IA 50323
CONTACT: CASEY SHELTON
PHONE:(515) 499-6194
ZONING
R-4 - ROW DWELLING AND TOWNHOME DISTRICT
ENGINEER/SURVEYOR
SNYDER & ASSOCIATES, INC.
CONSULTING ENGINEERS & PLANNERS
2727 SW SNYDER BOULEVARD
ANKENY, IOWA 50023
PHONE: (515)964-2020
KOREY MARSH, P.E.
ERIN GRIFFIN, PLS
BULK REGULATIONS:
DENSITY = 12 DWELLING UNITS/ACRE MAXIMUM
MINIMUM FLOOR AREA = 800 SQUARE FEET PER UNIT
LOT WIDTH = 20 FEET PER UNIT, 75 FEET OVERALL
SIDE YARD = 15 FEET BETWEEN PRINCIPLE BUILDINGS
REAR YARD = 30 FEET
NUMBER OF STORIES = MINIMUM 2, MAXIMUM 3
NUMBER OF CONNECTED UNITS = MINIMUM 2, MAXIMUM 6.
MINIMUM OPEN SPACE = 20%
VICINITY MAP
WAUKEE, IOWA
INDEX OF SHEETS
C100 TITLE SHEET
C200 LAYOUT PLAN
C300 GRADING PLAN
PROJECT LOCATION
HICKMAN ROAD/ US HWY 6
11TH STREET10TH STREETI hereby certify that this engineering document
was prepared by me or under my direct personal
supervision and that I am a duly licensed
Professional Engineer under the laws of the
State of Iowa.
Korey M. Marsh, P.E.Date
License Number P25347
My License Renewal Date is December 31, 2022
Pages or sheets covered by this seal:
KOREY M.
MARSH
P25347DPROFELNSEICEIONALENGINEER
AIOW
SS
MAPLE STREET
OWNERS
SPRINGCREST PARTNERS, LLC. (STREET LOT B & D)
9550 HICKMAN RD, STE 100
CLIVE, IA 50325
DEERY, DEERY & DEERY, LLC (STREET LOT C)
PO BOX 547
CEDAR FALLS, IA 50613
COPELAND, RALPH C TRUST, ESTELLA L & J HARRY
COPELAND TRUSTEES (STREET LOT A)
28291 HWY 6
WAUKEE, IA 50263
BENCHMARKS
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)
IARTN DERIVED - US SURVEY FEET
IOWA STATE PLANE SOUTH COORDINATE SYSTEM
NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET
CONTROL POINTS
BM1
CP1
CP2
CP3
CP4
N=586093.79 E=1533347.30
1/2" REBAR WITH YELLOW CAP AT NORTHWEST CORNER OF LOT 29 OF
SOUTHVIEW ESTATES, SOUTHEAST CORNER OF SITE.
N=586456.49 E=1533349.96
1/2" REBAR WITH ORANGE CAP AT WEST END OF CEDAR STREET
PAVEMENT, SOUTHEAST CORNER OF SITE.
N=587886.78 E=1533378.54
MAG NAIL IN ASPHALT ON WEST SIDE OF 10TH STREET, NORTHEAST
CORNER OF SITE.
N=588428.84 E=1530732.77IOWA DOT ALUMINUM MONUMENT SOUTH OF
HIGHWAY 6 IN LINE WITH NORTH 1/4 CORNER OF SECTION, NORTHWEST OF
SITE.
ELEV=1035.08
BURY BOLT ON HYDRANT ON SOUTH SIDE OF CEDAR STREET SOUTH OF
LIGHT POLE, SOUTHEAST OF SITE.
UTILITY QUALITY SERVICE LEVELS
UTILITY WARNING
QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN
APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI / ASCE 38-02 STANDARD.
QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS.
QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND
UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH
QUALITY D INFORMATION.
QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE
GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF
SUBSURFACE UTILITIES.
QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINED BY
ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE
TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS.
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS
OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES
SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE
EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A.
UTILITY CONTACT INFORMATION
G1-GAS
W1-WATER
S-SANITARY SEWER
E1-ELECTRIC
OE1-OVERHEAD ELECTRIC
C1-COMMUNICATION
C2-COMMUNICATION
CITY OF WAUKEE
TIM ROYER
515-978-7920
troyer@waukee.org
MIDAMERICAN ENERGY
CRAIG RANFELD
515-252-6632
MECDSMDesignLocates@midamerican.com
MEDIACOM COMMUNICATIONS
PAUL MAY
515-246-2252
pmay@mediacomcc.com
CENTURYLINK
TOM STURMER
720-578-8090
thomas.sturmer@centurylink.com
CLEAR PER MAP
CLEAR PER MAP
CLEAR PER MAP
NO RESPONSE
UNITE PRIVATE NETWORKS
CLARK LUNDY
515-321-3336
clark.lundy@upnllc.com
NORTHERN NATURAL GAS COMPANY
KEITH GOOD
515-202-5067
keith.good@nngco.com
XENIA RURAL WATER DISTRICT
LAIRD VAN ZEE
515-676-2117
lvandee@xeniawater.org
CONSOLIDATED COMMUNICATIONS
JONI MCCABE
517-387-1770
joni.mccabe@consolidated.com
AREA SUMMARY
16.50 AC.
L
O
C
U
S
T
S
T
R
E
E
T
C
E
D
A
R
S
T
R
E
E
T
S
P
R
U
C
E
S
T
R
E
E
T
CURVE TABLE
CURVE NO.
C1
C2
C3
C4
C5
C6
C7
C10
C11
C12
C13
C14
C15
Δ
18°30'05"
8°16'09"
8°12'52"
18°30'05"
34°24'39"
38°03'50"
18°00'25"
2°29'40"
8°16'09"
8°12'52"
2°27'52"
8°16'09"
8°12'52"
RADIUS
840.00'
935.00'
865.00'
840.00'
960.00'
500.00'
1160.00'
840.00'
865.00'
935.00'
840.00'
900.00'
900.00'
ARC LENGTH
271.25'
134.94'
124.01'
271.25'
576.56'
332.17'
364.57'
36.57'
124.84'
134.05'
36.13'
129.89'
129.03'
TANGENT
136.81'
67.59'
62.11'
136.81'
297.27'
172.48'
183.80'
18.29'
62.53'
67.14'
18.07'
65.06'
64.63'
CHORD BEARING/LENGTH
N27°31'01"E 270.07'
S86°06'18"W 134.83'
S86°04'39"W 123.91'
N27°31'01"E 270.07'
N19°33'44"E 567.93'
S70°16'28"E 326.10'
S60°14'46"E 363.07'
N17°01'09"E 36.57'
S86°06'18"W 124.73'
S86°04'39"W 133.93'
N14°32'23"E 36.13'
S86°06'18"W 129.78'
S86°04'39"W 128.92'
MAPLE STREET
11TH STREET1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF16 10TH STREETPHASE 1PHASE 216
F.L.=1027.34
18" RCP N
F.L.=1027.98
18" RCP SW
Rim=1032.62
F.L.=1027.83 18" RCP E
F.L.=1027.83 18" RCP S
OPEN INLET NE=1031.57
8" W 8" W 8" W
8" W
8" W8" W8" W8" W15:1 TAPER70'ROW31'B/B70'ROW
31'B/B 37'B/B7" PCC
8" PCC600,291 SF
13.78 AC
OUTLOT 'X'17,002 SF0.39 ACSTREET LOT ADAVID
A
N
D
J
A
M
E
S
CROS
S
1085 L
O
C
U
S
T
S
T
(PUD)
JENNA
A
N
N
K
N
U
D
T
S
O
N
1095 L
O
C
U
S
T
S
T
(PUD)
JORG
E
Z
A
M
O
R
A
& MAR
I
A
Z
U
N
I
G
A
1075 L
O
C
U
S
T
S
T
(PUD)
WILSO
N
&
K
W
A
M
B
A
T
A
KABER
A
1055 L
O
C
U
S
T
S
T
(PUD)
LINDA
&
C
A
R
L
Y
DUNKE
L
B
E
R
G
E
R
1065 L
O
C
U
S
T
S
T
(PUD)
YIQION
G
SHEN
1045 L
O
C
U
S
T
S
T
(PUD)
ROBIN
S
O
N
R
E
N
T
A
L
HOLDI
N
G
S
1035 L
O
C
U
S
T
S
T
(PUD)
JENNY
&
C
R
O
S
B
Y
TRAN
1025 L
O
C
U
S
T
S
T
(PUD)
MUHA
M
E
D
&
S
U
N
I
T
A
HUSIC
1015 L
O
C
U
S
T
S
T
(PUD)
PAUL
&
A
M
B
E
R
MILLER
1005 L
O
C
U
S
T
S
T
(PUD)
MATTH
E
W
C
U
S
H
M
A
N
& EMIL
Y
R
O
B
I
N
S
O
N
995 LO
C
U
S
T
S
T
(PUD)
THOM
A
S
B
O
E
C
K
E
R
985 LO
C
U
S
T
S
T
(PUD
)
JUAN
M
A
T
A
M
O
R
O
S
& MEG
A
N
D
A
V
I
E
S
975 LO
C
U
S
T
S
T
(PUD)
REBEC
C
A
C
O
X
965 LO
C
U
S
T
S
T
(PUD)
PAUL
&
J
E
N
N
I
F
E
R
V
A
U
G
H
N
955 LO
C
U
S
T
S
T
(PUD
)
SPRIN
G
C
R
E
S
T
PLAT 3
SPRIN
G
C
R
E
S
T
T
O
W
N
H
O
M
E
S
I
,
L
L
C
OUTLO
T
Y
,
SPRIN
G
C
R
E
S
T
T
O
W
N
H
O
M
E
S
(R-4)
COPELAN
D,
RALPH
C T
R
UST, ESTELLA L &J HARRY COPELAND TRUSTEESPARCEL 21-10 NW NE(A-1)DEERY
,
D
E
E
R
Y
,
&
D
E
E
R
Y
,
L
L
C
OUTLO
T
Z
,
DEERY
B
R
O
T
H
E
R
S
W
A
U
K
E
E
DEVEL
O
P
M
E
N
T
(C-1)
43,194 SF
0.99 AC
STREET LOT C
C1N89°45'38"W 821.79'C2
S81°58'13"W 6.18'
C3
N89°48'56"W 76.77'C4C5S89°18'24"E 40.26'
C6
C7
S54°03'19"E 74.78'
S89°18'43"E 130.00'
40,914 SF
0.94 AC
STREET LOT D
15,045 SF0.35 ACSTREET LOT BC10N0°41'17"E 20.54'
N89°45'38"W 821.24'C11
S81°58'13"W 6.18'
C12
N89°48'56"W 96.32'C13S89°41'40"E 70.00'S0°41'17"W 485.92'N89°18'43"W 70.00'
30' BUILDING SETBACK
30' BUILDING SETBACKKEVIN & ANNE BRODARSEN1105 LOCUST ST(PUD)N00°41'17"E 429.83'S89°45'38"E 821.52'
C14
C15
S81°58'13"W 6.18'
N89°48'56"W 87.36'
20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
20' TEMPORARY
CONSTRUCTION EASEMENT
N0°41'17"E 423.69'30' Public
Sanitary
Sewer
Easement
30' Public Sanitary
Sewer Easement BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comKMMLJMZTA07-20-202150'121.0553.01C200121.0553.01
C200SPRING CREST TOWNHOMES PLAT 2-PREPLAT 2021LAYOUT PLANWAUKEE, IOWAREVISED PER CITY COMMENTSREVISED PER CITY COMMENTS 08-03-2108-17-21 LJMLJM 12 TTN-RRW-SSV:\Projects\2021\121.0553.01\CADD\PPT_1210553_DIM.dwg LOGAN MYERS, PPT_1210553_DIM - DIMENSION PLAN, 2021/08/31, 3:44 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET
0 50
1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1670SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF1575SF16 10TH STREETPHASE 1PHASE 216
F.L.=1027.34
18" RCP N
F.L.=1027.98
18" RCP SW
Rim=1032.62
F.L.=1027.83 18" RCP E
F.L.=1027.83 18" RCP S
OPEN INLET NE=1031.57
MAPLE STREET
11TH STREET8" W 8" W 8" W
8" W
8" W8" W8" W8" W1
0
3
0
10301
0
3
5
1
0
3
1
1031
1032
103
2
1033
10331034
1
0
3
4
10
3
6
103
3
1030103110321
0
3
3
1
0
3
4
10
3
5 10321032
10
3
3
10331034103010291031103210331033 1034
103
5
1034
1034
103
6 1036
24" ST
24" ST36" ST30" ST30" ST30" ST30" ST24" ST
15" ST
15" ST
15" ST 15" ST18" ST
15" ST1
5
"
S
T
15" ST 15" ST
36" ST15" ST1
5
0
'
H
Y
D
R
A
N
T
C
O
V
E
R
AG
E8" SAN8" SAN12" SAN8" SAN8" SAN8" SAN
8" SAN 8" SAN8" ST
8" ST
ST-1
100-YR PONDING=1033.80
ST-2
100-YR PONDING=1033.69
ST-12
100-YR PONDING=1033.71
ST-13
100-YR PONDING=1033.63
15" ST
24" ST
10251025
10301035103510261027102810291
0
3
1
10
3
2
103
2
1033
1
0
3
3 103410341036
103610
3
0
10
2
6
10
2
7
10
2
8
10
2
9
10
3
1
1030
10311032103310351035103310341034
103410361036
1
0
3
0
1
0
2
9
1031103210331034600,291 SF
13.78 AC
OUTLOT 'X'17,002 SF0.39 ACSTREET LOT A43,194 SF
0.99 AC
STREET LOT C
C1N89°45'38"W 821.79'C2
S81°58'13"W 6.18'
C3
N89°48'56"W 76.77'C4C5S89°18'24"E 40.26'
C6
C7
S54°03'19"E 74.78'
S89°18'43"E 130.00'
40,914 SF
0.94 AC
STREET LOT D
15,045 SF0.35 ACSTREET LOT BC10N0°41'17"E 20.54'
N89°45'38"W 821.24'C11
S81°58'13"W 6.18'
C12
N89°48'56"W 96.32'C13S89°41'40"E 70.00'S0°41'17"W 485.92'N89°18'43"W 70.00'
30' BUILDING SETBACK
30' BUILDING SETBACKN00°41'17"E 429.83'S89°45'38"E 821.52'
C14
C15
S81°58'13"W 6.18'
N89°48'56"W 87.36'
20' Public
Water Main
Easement
20' Public
Storm Sewer
Easement
20' TEMPORARY
CONSTRUCTION EASEMENT
N0°41'17"E 423.69'30' Public
Sanitary
Sewer
Easement
30' Public Sanitary
Sewer Easement
10331030102710331035
1035103610361037103710
3
5
1035
1034
10341035
1035
10
3
3
1034
1036
1036
10301030
1031
1031
1032
1032
10321033
1034
1035103510311032
1033103310341034
10301035102910311032103310341020
102
0
102
5
1025
1031
1
0
3
2 10321033103
5
1035
1034103
5
10
3
1
1032
1033
1034
1035103310341031100 YR ELEV=1029.31
ST-9
100-YR PONDING=1026.70
ST-11
100-YR PONDING=1026.80103210271029103110261028 25.0%25.0%25.0%2.0%
3.8%2.0%
2.0%
2.0%2.0%1035
10331034
1034
1030 1029
1028
1027
1026OVERFLOW
1029.55
NORMAL POOL=1024.00 BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comKMMLJMZTA07-20-202150'121.0553.01C300121.0553.01
C300SPRING CREST TOWNHOMES PLAT 2-PREPLAT 2021GRADING PLANWAUKEE, IOWAREVISED PER CITY COMMENTSREVISED PER CITY COMMENTS 08-03-2108-17-21 LJMLJM 12 TTN-RRW-SSV:\Projects\2021\121.0553.01\CADD\PPT_1210553_GRA.dwg LOGAN MYERS, PPT_1210553_GRA - GRADING PLAN, 2021/08/31, 3:44 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET
0 50NOTE:
CONTRACTOR TO PROVIDE POSITIVE DRAINAGE TO DETENTION BASIN AT
ALL TIMES DURING CONSTRUCTION PRIOR TO PRIVATE STORM SEWER
BEING INSTALLED. PROVIDE TEMPORARY SWALES AS NECESSARY.