HomeMy WebLinkAbout2022-05-02 J11 Maple Grove Place_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: May 2, 2022
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Maple
Grove Place
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Maple Grove Place, LLC, requests approval of a site plan
to authorize improvements related to a detached villa style development. The
subject property is located north of Ashworth Road and west of SE Waco
Place. The property is approximately 17.25-acres in area.
The site plan includes 83 lots for development of residential villas. Access to
the site will be from SE Waco Place and all internal roads will be privately
owned and maintained. Utilities will be extended throughout the site. All
utilities will be privately owned and maintained.
The applicant has provided elevations for the available house plans. All
proposed plans meet the requirements of the Planned Development.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this project at the April 26, 2022, Commission Meeting and recommended approval
subject to remaining staff comments:
Consider a subdivision and site plan request from Maple Grove Place, LLC for a Final Plat and
a Site Plan for a parcel of land located north of Ashworth Road and west of SE Waco Place,
Waukee, Dallas County, Iowa. [Maple Grove Place]
Community Development Director, Andy Kass, provided an outline of the project, as shown in the
staff report. Mr. Kass indicated that he would be speaking about Items 8-9 together as they are related
and reminded the Commission that they need two different motions to approve.
Mr. Kass identified the project as a Final Plat and a Site Plan for a villa-style subdivision located west
of SE Waco Place between Ashworth Road and University Avenue that contained approximately
17.25-acres.
Mr. Kass provided some history on the property, noting that it is located within the Kettlestone
corridor and was included in the 2014 approved master plan. In 2016, the parcel was rezoned to K-MF
Row House district for a townhome development. In 2018, the property was again rezoned to include a
Planned Development Overlay that would allow for detached townhomes, otherwise not allowed by
the standard zoning district. In 2021, the preliminary plat was approved by Planning & Zoning
Commission and City Council.
J11
Mr. Kass provided an overview of the lots, stating that there are 83 proposed lots ranging from 4,950-
square feet to 9,920-square feet. Outlot X is 1.58-acres and will be owned by an association and
provide the required stormwater detention.
Mr. Kass provided an overview of the Planned Development requirements, stating that each villa shall
have a two-car garage, 25% stone, stucco or brick on all front facades, adjoining lots cannot share an
elevation and vinyl siding is prohibited. Mr. Kass provided several proposed elevations for the
Commission to view.
Mr. Kass stated that all streets within the development will be private, sidewalks will be installed on
both sides of the internal streets and a future 10-foot trail will be installed along the west side of SE
Waco Place as part of a future city project.
Mr. Kass advised that parkland dedication was being satisfied with the construction of a portion of a
trail that will connect to future extensions of the Kettlestone greenway trail system. The amount of
parkland required is 1.21-acres.
Commissioner Tessau asked if there was a minimum square footage requirement for the main level of
the homes. Mr. Kass advised the planned development was for the overall square footage of the home,
not just the main level. The overall square footage of the homes ranges from 1,400-1,600-square feet.
Commissioner Hoifeldt asked what the parcel to the north was zoned. Mr. Kass advised that it was
zoned A-1 Agricultural and land north of that was C-4 Row Dwelling and Townhome Dwelling.
Commission Hoifeldt asked about a private street connection with a potential public street to the north.
Mr. Kass advised that section of road was proposed particularly to allow access to the northern lots in
the subdivision and that any street connection would be brought under consideration with any future
construction.
Motion was made by Frank Hoifeldt to approve the Site Plan as presented. The motion was seconded
by Angie Tessau. On voice vote: All ayes: Motion carries 4-0.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Andy Kass, Community Development Director
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2022-
APPROVING THE SITE PLAN FOR MAPLE GROVE PLACE
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 recommended approval of
the Site Plan for Maple Grove Place, subject to remaining staff comments on April 26, 2022;
AND,
WHEREAS, the Site Plan for Maple Grove Place is in general conformance with §160 – Site
and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Maple Grove Place is in general conformance with §161 –
Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 2nd day of May, 2022 that the Site Plan for Maple Grove Place is 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: Maple Grove Place – Final Plat & Site Plan PREPARED BY: Andy Kass AICP, Community
Development Director
REPORT DATE: April 22, 2022
MEETING DATE: April 26, 2022
GENERAL INFORMATION
Applicant: Maple Grove Place, LLC
Owner:
Maple Grove Place, LLC
Owner’s Representative:
Eric Cannon, P.E. with Snyder & Associates, Inc.
Request: The applicant is requesting approval of a final plat
and site plan for a villa style subdivision.
Location and Size: Property is generally located north of Ashworth Road
and west of SE Waco Place, containing
approximately 17.25-acres.
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in RED).
April 22, 2022
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped
Rowhouse K-MF-Rowhouse (Kettlestone Multi-family
Rowhouse)
North Vacant –
Undeveloped
Rowhouse A-1 (Agricultural)
South Vacant –
Undeveloped
Multi-Family Stacked
Medium
A-1 (Agricultural)
East Vacant -
Undeveloped
City of West Des
Moines
N/A
West Vacant –
Undeveloped
Multi-Family Stacked
Medium
K-MF-Med (Kettlestone Multi-family
stacked medium)
HISTORY
The subject property is located within the Kettlestone corridor and was included within the master plan that was
completed in 2014. In 2016, the property was rezoned to the K-MF Row House district for a townhome development.
In 2018, the property was rezoned again to place a planned development overlay on the property to add flexibility to
the property. The purpose of the planned development overlay was to allow for the development of detached
townhomes on the subject property that would otherwise not be allowed by the standard zoning district. In 2021, the
Commission and City Council approved a preliminary plat for the development.
PROJECT DESCRIPTION
LOTS
The final plat and site plan identify a total of 83 lots that are intended for detached townhome development. The lots
will be developed in one phase. The lots range in size from 4,950 square feet to 9,920 square feet. All proposed lots
meet or exceed the minimum lot width of 43-feet. Outlot X is 1.58-acres in area and will be utilized for stormwater
detention and owned by the homeowners association.
The bulk regulations for the K-MF Row House/PD-1 zoning district are included below in Table 1.
Table 1: K-MF Rowhouse/PD-1 requirements.
Category K-MF Rowhouse/PD-1
Lot Area 3,225 square feet
Lot Width 43 feet
Front Yard Setback 20 feet (internal) 30-feet (perimeter)
Rear Yard Setback 35 feet
Side Yard Setback 10 feet (total)
Dwelling Units (DU) per Acre (maximum) 8 DU / acre
April 22, 2022
3 of 3
There are specific provisions included within the Planned Development that will apply once the property is developed.
Those provisions are as follows:
Each villa shall have a two-car attached garage.
25% stone, stucco, or brick on front facades.
Adjoining lots cannot share the same elevation.
Vinyl siding shall not be permitted.
Several potential house plans have been provided with the application that will be available for homebuyers to construct.
The elevations demonstrate that the required materials and percentage of brick/stone will be provided.
STREETS AND TRAIL
All lots within the development will be accessed via private streets that will be owned and maintained by the
homeowners association. Sidewalks will be provided on both sides of the internal streets. In the future, a 10-foot wide
trail will be installed along the west side of SE Waco Place as part of a City of Waukee project in the future.
UTILITIES
Private utilities will service each lot. As part of the improvements, the applicant will relocate an existing public sewer and
extend a water main along SE Waco Place. Stormwater detention will be provided within Outlot X.
EASEMENTS
All proposed easements have been indicated on the final plat. Landscape buffer easements have been indicated along all
lots abutting SE Waco Place.
PARKLAND DEDICATION
Parkland dedication requirements will apply to the project because of its residential nature. The required amount of
parkland is 1.21-acres. The applicant has proposed to satisfy parkland with the construction of a portion of a trail that
will connect to future extensions of the Kettlestone greenway trail system.
STAFF RECOMMENDATION
All proposed lots meet the minimum requirements of the Zoning Ordinance and Planned Development, the final plat is
in general conformance with the Subdivision Ordinance, and the proposed land use of the property is consistent with
the Comprehensive Plan. Staff recommends approval of the final plat and site plan for Maple Grove Place subject to
remaining staff comments.
SITE PLAN
MAPLE GROVE PLACE
CITY OF WAUKEE, DALLAS COUNTY, IOWA
VICINITY MAP
PROJECT LOCATION
SCALE 1"=500'
OWNER / DEVELOPER
MAPLE GROVE PLACE, LLC
PO BOX 373
JOHNSTON, IA 50131
CONTACT: WILL VAN ZEE
PHONE: 515-480-4560
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I 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.
Eric D. Cannon, P.E.Date
License Number P18954
My License Renewal Date is December 31, 2023
Pages or sheets covered by this seal:
ERIC D.
CANNON
P18954
D P R O F E
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ENGINEER
SNYDER AND ASSOCIATES, INC
2727 SNYDER BLVD
ANKENY, IA 50023
CONTACT: ERIC CANNON
515-964-2020
ASHWORTH RD
SE
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CHALK ST
INDEX OF SHEETS
C100 TITLE SHEET
C200 PROJECT INFORMATION
C300 EXISTING SITE SURVEY AND DEMOLITION PLAN
C400 LAYOUT PLAN
C500 OVERALL UTILITY PLAN
C501 SANITARY SEWER PLAN
C502 STORM SEWER PLAN
C600 GRADING PLAN
C601 EROSION AND SEDIMENT CONTROL PLAN
C700 INTERSECTION DETAILS
C701 INTERSECTION DETAILS
C702 INTERSECTION DETAILS
C703 INTERSECTION DETAILS
C800 MISCELLANEOUS DETAILS
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NOTES
1.BUILDING LINES AND CORNERS ARE FOR USE IN PREPARING CIVIL SITE
PLAN DOCUMENTS. BUILDING CORNERS AND BUILDING LINES SHOULD
BE SPECIFICALLY VERIFIED, AS NECESSARY, PRIOR TO DESIGN FOR
CONSTRUCTION OF ANY PROPOSED EXPANSION OR CONNECTION OF
BUILDING COMPONENTS.
2.FOR CLARITY PURPOSES, SURVEY SPOT ELEVATIONS ARE NOT SHOWN
ON THIS SURVEY, BUT ARE CONTAINED WITHIN THE DIGITAL CADD FILES.
3.FOR THE PURPOSE OF THIS SURVEY, STORM SEWER, SANITARY SEWER
AND WATER MAIN LINES ARE ASSUMED TO FOLLOW A STRAIGHT LINE
FROM STRUCTURE TO STRUCTURE.
4.UTILITY SERVICE LINES TO BUILDINGS ARE APPROXIMATE ONLY. AN
INTERNAL BUILDING INVESTIGATION, EXCAVATION AND/OR SUBSURFACE
LOCATING/DESIGNATING WOULD NEED TO BE PERFORMED TO
DETERMINE THE LOCATION OF SERVICES ENTERING THE BUILDING.
5.UNDERGROUND PIPE MATERIALS AND SIZES ARE BASED UPON VISIBLE
EVIDENCE VIEWED FROM ACCESS MANHOLES/STRUCTURES. DUE TO
THE CONFIGURATION AND/OR CONSTRUCTION OF THE STRUCTURE, IT
MAY BE DIFFICULT TO ACCURATELY DETERMINE THE PIPE MATERIAL
AND/OR SIZE. THE SURVEYOR WILL USE THEIR JUDGMENT AND
EXPERIENCE TO ATTEMPT TO DETERMINE, BUT COMPLETE ACCURACY
CANNOT BE GUARANTEED.
6.BOUNDARY LINES SHOWN ON THE EXISTING SITE SURVEY ARE TO
FACILITATE DESIGN OR CONCEPT NEEDS AND ENABLE CREATION OF
SAID CONSTRUCTION DOCUMENTS. THESE LINES DO NOT CONSTITUTE A
CERTIFIED BOUNDARY SURVEY AND MISSING MONUMENTS WILL NOT BE
SET.
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UTILITY QUALITY SERVICE LEVELS
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.
UTILITY WARNING
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.
FEATURES EXISTING PROPOSED
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
○
1
2
2
5
X 1225.25
●
X
1
2
2
5
1225.25
FEATURES FOUND SET
Section Corner
1/2" Rebar, Cap # 11579
(Unless Otherwise Noted)
ROW Marker
ROW Rail
Control Point
Bench Mark
Platted Distance P
Measured Bearing & Distance M
Recorded As R
Deed Distance D
Calculated Distance C
Minimum Protection Elevation MPE
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
NOTES
1.NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY
DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL
UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN
FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT
SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE
UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.
2.CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL
CONFORM TO 2020 EDITION OF THE WAUKEE STANDARD
SPECIFICATIONS, THE 2021 URBAN STANDARD SPECIFICATIONS FOR
PUBLIC IMPROVEMENTS (SUDAS), AND THE SOILS REPORTS PREPARED
BY OTHERS.
3.LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM
CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE.
4.ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH
REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES
OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE
PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN
APPEARANCE, EQUIPMENT AND ACTIONS.
5.NOTIFY OWNER, ENGINEER AND CITY OF WAUKEE AT LEAST 48 HOURS
PRIOR TO BEGINNING WORK.
6.CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES.
BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95% MAXIMUM
DENSITY.
7.ALL FIELD TILES ENCOUNTERED OR DAMAGED DURING CONSTRUCTION
SHALL BE REPAIRED AND CONNECTED TO THE NEAREST STORM SEWER
AND NOTED ACCORDINGLY ON THE AS-BUILT DOCUMENTS.
8.DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE
ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN.
DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR
CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE
REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO
CONSTRUCTION.
9.CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED
TO BE UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN
APPROVED OFF-SITE WASTE SITE.
10.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO
BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH
GRADES.
11.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE
FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS
OTHERWISE NOTED.
12.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS
FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED
BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORKING DAY AND
PRIOR TO A RAIN EVENT..
13.THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL
GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION
CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL
MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND
SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY
CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT.
15.CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE
AND ANY OTHER FRANCHISE UTILITY SERVICES WITH UTILITY SERVICE
PROVIDER, DALLAS COUNTY, AND THE OWNER PRIOR TO
CONSTRUCTION.
16.CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN
MINIMUM 18" VERTICAL AND HORIZONTAL CLEARANCE BETWEEN
UTILITIES. CONTRACTOR TO COORDINATE UTILITY ROUTING TO BUILDING
AND VERIFY CONNECTION LOCATIONS AND INVERTS PRIOR TO
CONSTRUCTION.
17.ALL NEW HOMES CONSTRUCTED REQUIRE AND AVAILABLE FIRE FLOW IN
ACCORDANCE WITH TABLE B105.1 IN IFC AS ADOPTED BY THE CITY OF
WAUKEE AND MAY BE REQUIRED TO BE PROVIDED WITH AND
AUTOMATIC FIRE SPRINKLER SYSTEM. CONSULT WITH WAUKEE FIRE
DEPARTMENT PRIOR TO SUBMITTING A BUILDING PERMIT.
PROPERTY DESCRIPTION
AS RECORDED IN BOOK 2015, PAGE 12509
PARCEL "B" OF THE AMENDED SURVEY OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER (NW 1/4 SW 1/4) OF SECTION
THREE (3), TOWNSHIP SEVENTY-EIGHT (78) NORTH, RANGE TWENTY-SIX (26) WEST OF THE 5TH P.M., CITY OF WAUKEE, AS SHOWN IN
BOOK 2009 AT PAGE 20329 IN THE OFFICE OF THE RECORDER OF DALLAS COUNTY, IOWA.
AND
THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER (NW 1/4 SW 1/4) OF SECTION THREE (3), TOWNSHIP SEVENTY-EIGHT (78)
NORTH, RANGE TWENTY-SIX (26) WEST OF THE 5TH P.M., CITY OF WAUKEE, DALLAS COUNTY, IOWA, EXCEPT PARCEL "A" OF THE
SURVEY RECORDED IN BOOK 2009, PAGE 18393 AND EXCEPT PARCEL "B" OF THE AMENDED SURVEY RECORDED IN BOOK 2009, PAGE
20329.
DATE OF SURVEY
9-1-2020
ZONING
EXISTING: K-MF - ROWHOUSE: KETTLESTONE MULTI-FAMILY ROWHOUSE DISTRICT WITH PD-1 OVERLAY (BK.2018, PG.19951)
AREA SUMMARY
17.25 AC.
BULK REGULATIONS AND SETBACKS
FRONT YARD SETBACK (ALONG SE WACO PLACE) = 30'
FRONT YARD FROM PRIVATE DRIVE AND OR SIDEWALK = 20'
SIDE YARD SETBACK = 10' MIN. (5' EACH SIDE)
REAR YARD SETBACK = 35' MIN.
MINIMUM VILLA LOT WIDTH = 43'
MINIMUM ROW HOUSE LOT WIDTH = 27'
MAXIMUM ROW HOUSE UNITS = 6
NOTES
1.PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES, A PRECONSTRUCTION MEETING WITH THE CITY IS REQUIRED.
2.WATER MAIN ALONG WACO PLACE AND TRUNK SANITARY SEWER WILL BE PUBLIC UTILITIES. ALL OTHER UTILITIES WILL BE
PRIVATE. CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL CONFORM TO THE 2020 WAUKEE STANDARD SPECIFICATIONS
FOR PUBLIC IMPROVEMENTS AND THE 2021 STATEWIDE URBAN DESIGN AND SPECIFICATIONS.
3.OUTLOT "X" AND OUTLOT "Y" TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION
4.STREET LIGHTS SHALL BE PROVIDED AND BE PRIVATELY OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
5.STORM SEWER AND THE PRIVATE STREET WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
6.OUTLOT "X" SHALL BE PRIVATE STORM SEWER EASEMENT.
VARIESVARIES
2.0%2.0%
1.5'1.5'
50' INGRESS/EGRESS & UTILITY EASEMENT
25.0' B/B
12.5'
PRIVATE DRIVE
(SE STEELE DR. , SE LYNCH LN, SE HAWES LN, SE MENLO DRIVE)
TYPICAL SECTION
5' SIDEWALK5' SIDEWALK
1.5%
12" SUBGRADE PREPED IN TWO 6" LIFTS
8" PCC WITHIN WACO ROW
7" PCCPROFILE GRADE TS @ CL
7.5'7.5'
12.5'
1.5%
POLLUTION PREVENTION NOTES
A.POLLUTION PREVENTION AND EROSION PROTECTION
1. CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH
ALL POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE
IOWA CODE, THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES
PERMIT, THE U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE
CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION
AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT
AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE.
2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT /
ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER
RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY,
INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE
CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH
SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE
PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT
THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR.
B.STORM WATER DISCHARGE PERMIT
1. THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2
FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY
(EPA). THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE
FOR COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES
GENERAL PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT DOCUMENTS.
2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING,
BUT NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS,
DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND
OTHER ITEMS, SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO
ANY JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH THE
NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE
CODE OF IOWA.
3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL
STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY
EROSION CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER
DOCUMENTS MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT
COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE
ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR
SUBMITTAL OF THE NOTICE OF DISCONTINUATION.
C.POLLUTION PREVENTION PLAN
1. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE
DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD
REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO
THE POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION.
2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT
PRACTICES (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT
COVERAGE. ALL BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A
RESULT OF CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM
THOSE SHOWN ON THE PLAN MAY BE REQUIRED.
3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT
CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE.
4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF
THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE
FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE:
a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE
WHEN DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS
AROUND SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO
INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION,
AND MINIMIZE SOIL COMPACTION.
b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT
BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS
DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND
GRADING OPERATIONS.
c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION
AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION
OPERATIONS AT ANY TIME.
d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN
WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND
SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE
SILT CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR
ORIGINAL CAPACITY.
e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED
PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS.
RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN
THE SWPPP WITH A COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER
DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY
RECOMMENDED MEASURES WITHIN 7 DAYS.
f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION
ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING
STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND
SEWERS. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND
TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION.
g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION
CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH
THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO
ENSURE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET
CONTROL MEASURES AS SOON AS STORM SEWERS ARE INSTALLED.
h.RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN
SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR
OTHER IMPROVEMENTS ARE LOCATED.
i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED
MIX, PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS
POSSIBLE UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE
STABILIZATION MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS
FINALLY COMPLETED OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE
AND WHICH WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS.
j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN
THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN
THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA,
TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE
WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION
BERMS AND/OR SILT BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER
CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT MUST BE
CONTAINED ONSITE.
k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE
PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION".
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2
5
10
2
4
10
2
7
10
2
6
10
2
5
10
2
4
1023
1022
1021
30' EXISTING
SANITARY SEWER EASEMENT
BK.2017, PG.1537
TO BE VACATED
30' EXISTING
SANITARY SEWER EASEMENT
BK.2017, PG.2646
20' EXISTING
SANITARY SEWER EASMENT
BK.2017, PG.1537
20' EXISTING
SANITARY SEWER EASEMENT
BK.2017, PG.2648
REMOVE TREES
REMOVE TREES
30' EXISTING
PERPETUAL EASEMENT
BK.2017, PG.24097
SE
W
A
C
O
P
L
A
C
E
REMOVE EXISTING TRUNK SEWER
REMOVE EXISTING
TRUNK SEWER
REMOVE EXISTING
TRUNK SEWER
X
X
X
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
REMOVE EXISTING TRUNK SEWER
X
PROTECT EXISTING SANITARY SEWER
REMOVE TRUN
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H
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L
E
PROTECT EXISTING SANITARY SEWER MANHOLE
REMOVE STORM SEWER
REMOVE STORM SEWER
REMOVE STORM SEWER
REMOVE EXISTING GRAVEL DRIVE
REMOVE EXISTING GRAVEL DRIVE
BY
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RIM=997.00
INV=983.36 NW
INV=981.87 W
INV=981.71
EX. MH-7
RIM=1009.41
INV=992.14
INV=990.35
EX. MH-8
RIM=1015.62
INV=996.14
INV=996.04
EX. MH-9
RIM=1026.34
INV=997.00
INV=996.90
EX. MH-10
RIM=1017.48
INV=997.56
INV=997.46
EX. MH-11
RIM=1019.41
INV=998.15
INV=998.05
EX. MH-12
RIM=1021.18
INV=998.90
INV=998.80
EX. MH-13
RIM=1016.16
INV=999.97
INV=999.59
EX. MH-14
RIM=1018.09
INV=1002.93
INV=1002.83
EX. MH-15
RIM=994.21
INV=982.55
INV-982.45
EX. MH-17
RIM=999.92
INV=984.14
SE QUINN DR
SE MENLO DR
2
5
'
B
/
B
2
5
'
B
/
B
25' B/B 25' B/B
25' B/B
SE
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A
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15" ST
36
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3
6
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1
5
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S
T
3
6
"
S
T
36
"
S
T
36
"
S
T
36
"
S
T
42" ST
42" ST
42" ST
42
"
S
T
48" ST
15"
S
T
15" ST
15
"
S
T
8
"
S
T
15
"
S
T
15
"
S
T
1
5
"
S
T
15"
S
T
15" ST
15" ST
8"
S
T
15
"
S
T
15
"
S
T
15" ST
15"
S
T
1
5
"
S
T
1
5
"
S
T
15"
S
T
48" ST
4
8
"
S
T
15" ST
15
"
S
T
15" ST
1
5
"
S
A
N
15
"
S
A
N
15
"
S
A
N
1
5
"
S
A
N
15" SA
N
1
5
"
S
A
N
8" SAN
8" SAN
8" SAN
8" SAN
8" SAN
8"
S
A
N
8"
S
A
N
8"
S
A
N
8"
S
A
N
1
5
"
S
T
15" ST
1
5
"
S
T
15" ST
10' TRAIL
10' TRAIL
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"
W
(
P
r
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a
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)
8
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W
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8"
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16
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16
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16
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8
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T
T
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5,500 SF
62
41
,
0
5
5
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F
ST
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7
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2
1
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2
6
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8
1
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3
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7
8
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2
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6
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0
6
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4
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8
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7
6
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N83°26'05"E 945
.
8
6
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6,921 SF
35
8,321 SF
30 6,929 SF
31 6,925 SF
32 6,921 SF
33
7,050 SF
38
6,934 SF
36
9,920 SF
39
6,946 SF
37
13,752 SF
29
9,404 SF
28
68,840 SF
1.58 AC
OUTLOT X
8,771 SF
23
7,543 SF
24
7,016 SF
42
6,315 SF
41
8,246 SF
40
6,568 SF
57
4,947 SF
59
4,950 SF
55
4,950 SF
60
5,964 SF
58
4,942 SF
77
4,950 SF
72
4,950 SF
78
4,950 SF
73
7,893 SF
76
6,619 SF
75
4,950 SF
61
6,574 SF
19
5,500 SF
69
5,500 SF
81
7,538 SF
15
6,417 SF
16
6,497 SF
17
6,488 SF
18
6,920 SF
21
6,729 SF
20
7,734 SF
22
5,602 SF
12 5,602 SF
10
5,602 SF
11
6,938 SF
14 5,602 SF
13
5,500 SF
82
5,500 SF
80
4,950 SF
79
7,021 SF
67
5,500 SF
68
5,500 SF
70
4,950 SF
71
6,847 SF
4
7,016 SF
44
5,500 SF
51
5,602 SF
9 5,602 SF
8 5,602 SF
7 5,602 SF
6 6,847 SF
5
10,130 SF
1
5,602 SF
3
6,927 SF
66
5,500 SF
65
5,500 SF
64
6,958 SF
49
5,500 SF
50
4,950 SF
53
9,070 SF
48
7,019 SF
47
7,016 SF
46
6,315 SF
45
5,500 SF
52
4,950 SF
54
6,315 SF
43
5,500 SF
63
6,916 SF
34
4,950 SF
56
4,962 SF
74
5,604 SF
2
1
2
5
'
88'
13
0
'
C1C227'
1
2
4
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45'
1
2
4
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45'
45'
1
2
4
'
55'
55'
1
2
4
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55'
55'
1
2
4
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45'
45'
1
2
4
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45'
45'
1
2
4
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45'
45'
45'
1
2
4
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45'
1
2
4
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45'
1
2
4
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45'
1
2
4
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45'
45'
45'
45'
1
2
4
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45'
45'
44'C
3
1
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2
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56'
132'
5
6
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142'
5
5
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124'
5
1
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5
0
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127'
34
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1
2
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12'
C
4
130'
49
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C5
40
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133'
50
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50
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136'
50
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50
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144'
16
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21
9
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50
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165'
54
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50
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50
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141'
54
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125'
27
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125'
19
3
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7
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8
125
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9
12
5
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328'
C1
0
16
2
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1
3
9
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125'
60'
1
3
9
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60'
50'
1
3
9
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50'
50'
1
3
8
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50'
50'
1
3
8
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50'
1
3
8
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50'
50'50'
1
3
9
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49'1'
50'
1
3
9
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50'
32'C12
1
3
9
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50'
C13
13
6
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43'
C14 58'
12
8
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76'
10
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140'
59
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58'C15C
1
6
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7
45
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140'
45
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50
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140'
50
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140'
45
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45
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50
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140'
50
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140'
45
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45
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50
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140'
50
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27
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C1
8
141'
50
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C19
49'
C20
69
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C2
1
110'
C2
2
C23
102'49
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110'
39
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C24
45
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45
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110'
45
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45
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50
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110'
45
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50
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110'
50
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50
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110'
50
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50
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110'
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58
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94'
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2
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66
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2
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110'C3
0
22
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110'
45
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45
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110'
45
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110'
45
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45
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110'
45
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50
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50
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110'
50
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50
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110'
50
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50
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110'
50
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10'
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1
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101'
70
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111'
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3
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64
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45
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45
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45
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45
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45
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50
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110'
50
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50
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110'
50
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50
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58
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96'
C
3
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109'
97
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4
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27
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110'
45
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110'
45
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110'
45
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45
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50
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110'
50
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50
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110'
50
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50
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110'
50
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C41
100'
70
'
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
20' B.S.L.
12.5' B.S.L.
12
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35' B.S.L.
35' B.S.L.
30
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B
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7,805 SF
27
7,805 SF
26
7,853 SF
25
45'
6
7
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8
1
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8
1
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8
1
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98'
37
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186'
12
5
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30' STORM SEWER &
OVERLAND FLOWAGE
EASEMENT15'
STORM SEWER
EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
30' EXISTING SEWER
EASEMENT
BK.2017,PG.1537
(TO BE VACATED)
30' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
PUBLIC
30' SANITARY
EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
25' LANDSCAPE
BUFFER EASEMENT
25' LANDSCAPE BUFFER EASEMENT
25' LANDSCAPE
BUFFER
EASEMENT
PRIVATE
STORM SEWER
EASEMENT
30' Private Storm Sewer
and Overland Flowage
Easement
25
'
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
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50' INGRESS/
EGRESS &
PRIVATE SANITARY &
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50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
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10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
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DAY, WILLIAM D
ZONING: A-1, A
G
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A
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ATCHESON, WI
L
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ZONING: A-1, AG
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GONNERMAN, D
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ZONING: K-RC,
KETTLESTONE
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COMMUNITY DI
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ZONING: A-1, AG
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30' EXISTING SANITARY
EASEMENT BK.2017,PG.2646
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
3
5
'
B
.
S
.
L
.
10' P.U.E.
30' STORM SEWER EASEMENT
OVERLAND FLOWAGE EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017, PG.2648
MPE=1002.0
MPE=1003.0
MPE=1005.0
MPE=1006.0
MPE=1008.0
MPE=1009.0
MPE=1007.0
MPE=1005.0
MPE=1000.0
MPE=1000.0MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1001.0
MPE=1005.0
MPE=1009.0
MPE=1011.0
MPE=1013.0
MPE=1014.0
MPE=1015.0
MPE=1016.0
MPE=1017.0
MPE=1018.0
MPE=1022.5
MPE=1021.5
MPE=1020.5
MPE=1019.5
MPE=1018.5
MPE=1017.50
MPE=1014.5
MPE=1013.5
MPE=1012.5
MPE=1011.5
MPE=1010.5
MPE=1009.5
MPE=1008.5
MPE=1008.0
MPE=1007.75MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1010.0
MPE=1011.0
MPE=1012.0
MPE=1013.0
MPE=1014.0
MPE=1014.0
MPE=1013.0
MPE=1012.0
MPE=1011.0
MPE=1010.0
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1007.5
MPE=1007.5
MPE=1008.0
MPE=1008.5
MPE=1009.5
MPE=1010.5
MPE=1012.0
MPE=1013.0
MPE=1014.0
MPE=1014.0
MPE=1012.5
MPE=1012.0
MPE=1010.5
MPE=1009.5
MPE=1008.5
MPE=1007.5
MPE=1007.5
WATER MAIN EASEMENT
144,134 SF
3.31 AC
OUTLOT Y
144,134 SF
3.31 AC
OUTLOT Y
6,886 SF
83 10' OVERLAND FLOWAGE
EASEMENT
10' P.U.E.
35' OVERLAND FLOWAGE
EASEMENT
PUBLIC 30' SANITARY SEWER EASEMENT
20'
20'
20'
20'
20'
20'
20'
20'
20'
10' P.U.E.
10' P.U.E.
20' PRIVATE
STORM
SEWER
EASEMENT
20' PRIVATE STROM
SEWER EASEMENT
20' PRIVATE STORM
SEWER EASEMENT
EX. 30' WATER M
A
I
N
E
A
S
E
M
E
N
T
BK.2017, PG.2409
7
TEMPORARY OFF-SITE
GRADING AND OVERLAND
FLOWAGE EASEMENT
15' TRAIL
EASEMENT
15' TRAIL
EASEMENT
AS
H
W
O
R
T
H
P
R
O
P
E
R
T
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E
S
D
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V
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P
M
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N
T
,
I
N
C
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G
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F
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K
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M
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WIT
H
P
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-
1
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5' WATER MAIN EASEMENT
10' P.U.E.
20' OVERLAND
FLOWAGE EASEMENT
OVERLAND FLOWAGE EASEMENT
MPE=1017.50 MPE=1017.50
MPE=1017.50
MPE=1017.50
MPE=1017.50
MPE=1017.50 MPE=1017.50 MPE=1017.50
4
5
'
O
.
F
.
E
.
4
5
'
O
.
F
.
E
.
3
5
'
O
.
F
.
E
.
3
5
'
O
.
F
.
E
.
10' DETENTION EASEMENT
LOTS 24-28
DETEN
T
I
O
N
EASEM
E
N
T
8" PCC7 " PCC
8" PCC7 " PCC
CURVE TABLE
CURVE NO.
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
Δ
5°00'23"
1°14'31"
90°00'00"
5°35'25"
1°26'00"
7°35'01"
16°08'13"
16°02'03"
16°02'03"
19°29'59"
21°41'34"
1°18'47"
4°24'04"
1°16'03"
4°40'57"
89°54'36"
4°46'21"
1°37'45"
87°46'43"
6°11'54"
3°10'23"
4°24'14"
88°01'38"
0°36'18"
0°07'50"
92°26'56"
4°26'39"
91°26'51"
3°47'19"
1°44'44"
3°41'07"
86°39'43"
2°52'14"
88°41'13"
9°28'25"
2°47'53"
93°52'49"
3°08'36"
78°44'52"
8°45'37"
82°58'35"
RADIUS
825.00'
825.00'
12.50'
475.00'
475.00'
165.00'
165.00'
165.00'
165.00'
165.00'
165.00'
775.00'
775.00'
775.00'
825.00'
12.50'
475.00'
795.00'
12.50'
775.00'
795.00'
525.00'
12.50'
525.00'
745.00'
12.50'
745.00'
12.50'
745.00'
745.00'
525.00'
12.50'
795.00'
12.50'
115.00'
795.00'
12.50'
475.00'
115.00'
115.00'
12.50'
ARC LENGTH
72.09'
17.88'
19.63'
46.34'
11.88'
21.84'
46.47'
46.18'
46.18'
56.16'
62.47'
17.76'
59.53'
17.14'
67.42'
19.62'
39.56'
22.60'
19.15'
83.84'
44.03'
40.35'
19.20'
5.54'
1.70'
20.17'
57.78'
19.95'
49.26'
22.70'
33.77'
18.91'
39.83'
19.35'
19.01'
38.82'
20.48'
26.06'
158.06'
17.58'
18.10'
TANGENT
36.07'
8.94'
12.50'
23.19'
5.94'
10.94'
23.39'
23.24'
23.24'
28.35'
31.61'
8.88'
29.78'
8.57'
33.73'
12.48'
19.79'
11.30'
12.02'
41.96'
22.02'
20.19'
12.08'
2.77'
0.85'
13.05'
28.91'
12.82'
24.64'
11.35'
16.89'
11.79'
19.92'
12.22'
9.53'
19.42'
13.38'
13.03'
94.37'
8.81'
11.05'
CHORD BEARING/LENGTH
S87°10'47"W 72.07'
S84°03'20"W 17.88'
N51°33'55"W 17.68'
S3°46'13"E 46.33'
S0°15'30"E 11.88'
S3°20'01"E 21.82'
S15°11'38"E 46.32'
S31°16'46"E 46.02'
S47°18'49"E 46.02'
S65°04'50"E 55.88'
S85°40'37"E 62.10'
N84°07'59"E 17.76'
N86°59'25"E 59.52'
N89°49'28"E 17.14'
S88°07'01"W 67.40'
N49°16'09"W 17.66'
N1°55'41"W 39.55'
N0°21'23"W 22.60'
N39°32'43"E 17.33'
N86°32'02"E 83.80'
N2°45'27"W 44.02'
S2°20'56"E 40.34'
S39°27'47"W 17.37'
S0°09'20"W 5.54'
S0°23'35"W 1.70'
S50°20'27"E 18.05'
S1°53'40"E 57.77'
N50°47'59"W 17.90'
N3°10'54"W 49.25'
N0°24'52"W 22.70'
N1°23'04"W 33.76'
N40°06'14"E 17.16'
S3°46'31"E 39.83'
S39°07'59"W 17.47'
S88°12'48"W 18.99'
S0°56'27"E 38.82'
S49°37'31"E 18.27'
S1°06'48"E 26.06'
N47°40'33"W 145.91'
N3°55'19"W 17.57'
N41°56'47"E 16.56'
5' Side Yard
5' Side Yard35
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EX. MH-6
RIM=997.00
INV=983.36 NW
INV=981.87 W
INV=981.71
EX. MH-7
RIM=1009.41
INV=992.14
INV=990.35
EX. MH-8
RIM=1015.62
INV=996.14
INV=996.04
EX. MH-9
RIM=1026.34
INV=997.00
INV=996.90
EX. MH-10
RIM=1017.48
INV=997.56
INV=997.46
EX. MH-11
RIM=1019.41
INV=998.15
INV=998.05
EX. MH-12
RIM=1021.18
INV=998.90
INV=998.80
EX. MH-13
RIM=1016.16
INV=999.97
INV=999.59
EX. MH-14
RIM=1018.09
INV=1002.93
INV=1002.83
EX. MH-15
RIM=994.21
INV=982.55
INV-982.45
SE QUINN DR
SE MENLO DR
2
5
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B
/
B
2
5
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B
/
B
25' B/B 25' B/B
25' B/B
SE
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6,921 SF
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8,321 SF
30 6,929 SF
31 6,925 SF
32 6,921 SF
33
7,050 SF
38
6,934 SF
36
9,920 SF
39
6,946 SF
37
13,752 SF
29
9,404 SF
28
68,840 SF
1.58 AC
OUTLOT X
8,771 SF
23
7,543 SF
24
7,016 SF
42
6,315 SF
41
8,246 SF
40
6,568 SF
57
4,947 SF
59
4,950 SF
55
4,950 SF
60
5,964 SF
58
4,942 SF
77
4,950 SF
72
4,950 SF
78
4,950 SF
73
7,893 SF
76
6,619 SF
75
4,950 SF
61
6,574 SF
19
5,500 SF
69
5,500 SF
81
7,538 SF
15
6,417 SF
16
6,497 SF
17
6,488 SF
18
6,920 SF
21
6,729 SF
20
7,734 SF
22
5,602 SF
12 5,602 SF
10
5,602 SF
11
6,938 SF
14 5,602 SF
13
5,500 SF
82
5,500 SF
80
4,950 SF
79
7,021 SF
67
5,500 SF
68
5,500 SF
70
4,950 SF
71
6,847 SF
4
7,016 SF
44
5,500 SF
51
5,602 SF
9 5,602 SF
8 5,602 SF
7 5,602 SF
6 6,847 SF
5
10,130 SF
1
5,602 SF
3
6,927 SF
66
5,500 SF
65
5,500 SF
64
6,958 SF
49
5,500 SF
50
4,950 SF
53
9,070 SF
48
7,019 SF
47
7,016 SF
46
6,315 SF
45
5,500 SF
52
4,950 SF
54
6,315 SF
43
5,500 SF
63
6,916 SF
34
4,950 SF
56
4,962 SF
74
5,604 SF
2
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
20' B.S.L.
12.5' B.S.L.
12
.
5
'
B
.
S
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L
.
12
.
5
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B
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12
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.
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.
5
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B
.
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35
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B
.
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35' B.S.L.
35' B.S.L.
30
'
B
.
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.
20' B.S.L.
7,805 SF
27
7,805 SF
26
7,853 SF
25
30' STORM SEWER &
OVERLAND FLOWAGE
EASEMENT15'
STORM SEWER
EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
30' EXISTING SEWER
EASEMENT
BK.2017,PG.1537
(TO BE VACATED)
30' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
PUBLIC
30' SANITARY
EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
25' LANDSCAPE
BUFFER EASEMENT
25' LANDSCAPE BUFFER EASEMENT
25' LANDSCAPE
BUFFER
EASEMENT
PRIVATE
STORM SEWER
EASEMENT
30' Private Storm Sewer
and Overland Flowage
Easement
25
'
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
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P
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R
M
A
I
N
E
A
S
E
M
E
N
T
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
'
I
N
G
R
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S
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/
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T
50' 1/2
ROW
35
'
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS10' GAS
10' GAS
30
'
B
.
S
.
L
.
30
'
B
.
S
.
L
.
STORM SEWER
EASEMENT
95'
RO
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:
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ZONING: A-1, AG
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DAY, WILLIAM D
ZONING: A-1, A
G
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ZONING: A-1, AG
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GONNERMAN, D
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D
ZONING: K-RC,
KETTLESTONE
R
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T
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COMMUNITY DI
S
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ABUNDANT LIFE
C
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ZONING: A-1, A
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30' EXISTING SANITARY
EASEMENT BK.2017,PG.2646
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
3
5
'
B
.
S
.
L
.
10' P.U.E.
30' STORM SEWER EASEMENT
OVERLAND FLOWAGE EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017, PG.2648
MPE=1002.0
MPE=1003.0
MPE=1005.0
MPE=1006.0
MPE=1008.0
MPE=1009.0
MPE=1007.0
MPE=1005.0
MPE=1000.0
MPE=1000.0MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1001.0
MPE=1005.0
MPE=1009.0
MPE=1011.0
MPE=1013.0
MPE=1014.0
MPE=1015.0
MPE=1016.0
MPE=1017.0
MPE=1018.0
MPE=1022.5
MPE=1021.5
MPE=1020.5
MPE=1019.5
MPE=1018.5
MPE=1017.50
MPE=1014.5
MPE=1013.5
MPE=1012.5
MPE=1011.5
MPE=1010.5
MPE=1009.5
MPE=1008.5
MPE=1008.0
MPE=1007.75MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1010.0
MPE=1011.0
MPE=1012.0
MPE=1013.0
MPE=1014.0
MPE=1014.0
MPE=1013.0
MPE=1012.0
MPE=1011.0
MPE=1010.0
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1007.5
MPE=1007.5
MPE=1008.0
MPE=1008.5
MPE=1009.5
MPE=1010.5
MPE=1012.0
MPE=1013.0
MPE=1014.0
MPE=1014.0
MPE=1012.5
MPE=1012.0
MPE=1010.5
MPE=1009.5
MPE=1008.5
MPE=1007.5
MPE=1007.5
WATER MAIN EASEMENT
144,134 SF
3.31 AC
OUTLOT Y
144,134 SF
3.31 AC
OUTLOT Y
6,886 SF
83 10' OVERLAND FLOWAGE
EASEMENT
10' P.U.E.
35' OVERLAND FLOWAGE
EASEMENT
PUBLIC 30' SANITARY SEWER EASEMENT
20'
20'
20'
20'
20'
20'
20'
20'
20'
10' P.U.E.
10' P.U.E.
20' PRIVATE
STORM
SEWER
EASEMENT
20' PRIVATE STROM
SEWER EASEMENT
20' PRIVATE STORM
SEWER EASEMENT
EX. 30' WATER M
A
I
N
E
A
S
E
M
E
N
T
BK.2017, PG.2409
7
TEMPORARY OFF-SITE
GRADING AND OVERLAND
FLOWAGE EASEMENT
15' TRAIL
EASEMENT
15' TRAIL
EASEMENT
AS
H
W
O
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T
H
P
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O
P
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T
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,
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5' WATER MAIN EASEMENT
10' P.U.E.
20' OVERLAND
FLOWAGE EASEMENT
OVERLAND FLOWAGE EASEMENT
MPE=1017.50 MPE=1017.50
MPE=1017.50
MPE=1017.50
MPE=1017.50
MPE=1017.50 MPE=1017.50 MPE=1017.50
4
5
'
O
.
F
.
E
.
4
5
'
O
.
F
.
E
.
3
5
'
O
.
F
.
E
.
3
5
'
O
.
F
.
E
.
10' DETENTION EASEMENT
LOTS 24-28
DETEN
T
I
O
N
EASEM
E
N
T
8" ST
15" ST
36
"
S
T
3
6
"
S
T
1
5
"
S
T
3
6
"
S
T
36
"
S
T
36
"
S
T
36
"
S
T
42" ST
42" ST
42" ST
42
"
S
T
48" ST
15"
S
T
15" ST
15
"
S
T
8
"
S
T
15
"
S
T
15
"
S
T
1
5
"
S
T
15"
S
T
15" ST
15" ST
8"
S
T
15
"
S
T
15
"
S
T
15" ST
15"
S
T
1
5
"
S
T
1
5
"
S
T
15"
S
T
48" ST
4
8
"
S
T
15
"
S
T
15
"
S
T
15" ST
(
P
u
b
l
i
c
)
1
5
"
S
A
N
(P
u
b
l
i
c
)
1
5
"
S
A
N
(P
u
b
l
i
c
)
1
5
"
S
A
N
(
P
u
b
l
i
c
)
1
5
"
S
A
N
15" SA
N
(
P
u
b
l
i
c
)
1
5
"
S
A
N
(Private) 8" SAN
(Private)8" SAN
(Private) 8" SAN
(Private) 8" SAN
(Private) 8" SAN
(P
r
i
v
a
t
e
)
8
"
S
A
N
(P
r
i
v
a
t
e
)
8
"
S
A
N
(P
r
i
v
a
t
e
)
8
"
S
A
N
(P
r
i
v
a
t
e
)
8
"
S
A
N
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"
W
(
P
r
i
v
a
t
e
)
8
"
W
(
P
r
i
v
a
t
e
)
8"
W
(
P
r
i
v
a
t
e
)
8"
W
(
P
r
i
v
a
t
e
)
8"
W
(
P
r
i
v
a
t
e
)
8"
W
(
P
r
i
v
a
t
e
)
16
"
W
150' HY
D
R
A
N
T
COVER
A
G
E
1
5
0
'
H
Y
D
R
A
N
T
C
O
V
E
R
A
G
E
15
0
'
H
Y
D
R
A
N
T
CO
V
E
R
A
G
E
15
0
'
H
Y
D
R
A
N
T
CO
V
E
R
A
G
E
150'
H
Y
D
R
A
N
T
COV
E
R
A
G
E
1
5
0
'
H
Y
D
R
A
N
T
C
O
V
E
R
A
G
E
15
0
'
H
Y
D
R
A
N
T
CO
V
E
R
A
G
E
1
5
0
'
H
Y
D
R
A
N
T
C
O
V
E
R
A
G
E
150' HY
D
R
A
N
T
COVERA
G
E
150' HY
D
R
A
N
T
COVERA
G
E
150' HYD
R
A
N
T
COVERAG
E
1
5
0
'
H
Y
D
R
A
N
T
C
O
V
E
R
A
G
E
16
"
W
(
P
u
b
l
i
c
)
150' H
Y
D
R
A
N
T
COVE
R
A
G
E
150' H
Y
D
R
A
N
T
COVE
R
A
G
E
150'
H
Y
D
R
A
N
T
CO
V
E
R
A
G
E
16
"
W
(
P
u
b
l
i
c
)
16
"
W
(
P
u
b
l
i
c
)
8"
W
(
P
r
i
v
a
t
e
)
8
"
W
(
P
r
i
v
a
t
e
)
T
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
8" ST
15" ST
15" ST
1
5
"
S
T
15
"
S
T
1
5
"
S
T
3
6
"
S
T
UTILITY PLAN GENERAL NOTES
1.CITY OF WAUKEE IS NOT RESPONSIBLE FOR
PAVEMENT REPLACEMENT SHOULD THE CITY
NEED TO EXCAVATE THE TRUNK SEWER FOR
REPAIRS
2.CONTRACTOR TO REMOVE EXISTING
SANITARY SEWER TO LIMITS SHOWN ON
PLANS.
3.CONTRACTOR TO USE NEENAH R-3067
CASTING, OR SIMILAR FOR INTAKE WHERE
MOUNTABLE CURB BOX IS PROPOSED.
4.CRITICAL CORSSING. CONTRACTOR TO
VERIFY ALL CROSSINGS AND PROVIDE
MINIMUM 18" CLEARANCE.
5.CONTRACTOR TO PROVIDE GASKETED
STORM SEWER WITHIN 10' OF WATER MAIN
CROSSING.
12" ST
(Private) 8" SAN
1F
BP=1000.30 (ST)
TP=998.80 (WAT)
1F
BP=1009.50 (WAT)
TP=1003.90 (ST)
1F BP=1011.60 (ST)
TP=1010.10 (WAT)
1F BP=1009.95 (WAT)
TP=1003.10 (SAN)
1F BP=1012.65 (WAT)
TP=1007.50 (SAN)
1F BP=1014.00 (ST)
TP=1012.50 (WAT)
1F
BP=1002.50 (ST)
TP=1001.00 (WAT)
1F
BP=1001.90 (WAT)
TP=995.15 (SAN)
1F
BP=1001.35 (ST)
TP=999.85 (WAT)
1F
BP=1002.95 (WAT)
TP=1001.45 (ST)
1F
BP=1003.10 (WAT)
TP=996.66 (SAN)
1F BP=998.90 (ST)
TP=997.40 (WAT)
UTILITY CONSTRUCTION NOTES
1.PRIVATE WATER MAIN PROVIDE THE FOLLOWING:
A. 8" PRIVATE WATER SERVICE WITH FITTINGS AND
BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
B. HYDRANT ASSEMBLY.
C. 1" WATER SERVICE WITH CURB STOP.
D. 8" VALVE
E. 8"x8" TEE
F. CRITICAL CORSSINGS, CONTRACTOR TO VERIFY ALL
CROSSINGS AND PROVIDE 18" MIN. CLEARANCE.
1D
1D
1D
1D
1D
1D
1D
1D
1D
1D
1D
1B
1B
1B
1B
1B
1B
1B
1B
1B
1B
1B
1B
1C
TYP
1C
TYP
1C
TYP
1C
TYP
1C
TYP
1C
TYP
1C
TYP
1C
TYP
1A
1A
1A
1A 1A
1A
1E
1E
1E
1E
1E
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Project No:
Sheet
27
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EX. MH-6
RIM=997.00
INV=983.36 NW
INV=981.87 W
INV=981.71
EX. MH-7
RIM=1009.41
INV=992.14
INV=990.35
EX. MH-8
RIM=1015.62
INV=996.14
INV=996.04
EX. MH-9
RIM=1026.34
INV=997.00
INV=996.90
EX. MH-10
RIM=1017.48
INV=997.56
INV=997.46
EX. MH-11
RIM=1019.41
INV=998.15
INV=998.05
EX. MH-12
RIM=1021.18
INV=998.90
INV=998.80
EX. MH-13
RIM=1016.16
INV=999.97
INV=999.59
EX. MH-14
RIM=1018.09
INV=1002.93
INV=1002.83
EX. MH-15
RIM=994.21
INV=982.55
INV-982.45
SE QUINN DR
SE MENLO DR
2
5
'
B
/
B
2
5
'
B
/
B
25' B/B 25' B/B
25' B/B
SE
H
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S83°22'39"W 71
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6
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N2
3
°
0
0
'
0
0
"
E
3
1
6
.
5
4
'
N4
°
0
0
'
0
0
"
E
2
1
9
.
2
5
'
N
1
6
°
0
0
'
0
0
"
W
1
1
8
.
7
6
'
N83°26'05"E 945
.
8
6
'
6,921 SF
35
8,321 SF
30 6,929 SF
31 6,925 SF
32 6,921 SF
33
7,050 SF
38
6,934 SF
36
9,920 SF
39
6,946 SF
37
13,752 SF
29
9,404 SF
28
68,840 SF
1.58 AC
OUTLOT X
8,771 SF
23
7,543 SF
24
7,016 SF
42
6,315 SF
41
8,246 SF
40
6,568 SF
57
4,947 SF
59
4,950 SF
55
4,950 SF
60
5,964 SF
58
4,942 SF
77
4,950 SF
72
4,950 SF
78
4,950 SF
73
7,893 SF
76
6,619 SF
75
4,950 SF
61
6,574 SF
19
5,500 SF
69
5,500 SF
81
7,538 SF
15
6,417 SF
16
6,497 SF
17
6,488 SF
18
6,920 SF
21
6,729 SF
20
7,734 SF
22
5,602 SF
12 5,602 SF
10
5,602 SF
11
6,938 SF
14 5,602 SF
13
5,500 SF
82
5,500 SF
80
4,950 SF
79
7,021 SF
67
5,500 SF
68
5,500 SF
70
4,950 SF
71
6,847 SF
4
7,016 SF
44
5,500 SF
51
5,602 SF
9 5,602 SF
8 5,602 SF
7 5,602 SF
6 6,847 SF
5
10,130 SF
1
5,602 SF
3
6,927 SF
66
5,500 SF
65
5,500 SF
64
6,958 SF
49
5,500 SF
50
4,950 SF
53
9,070 SF
48
7,019 SF
47
7,016 SF
46
6,315 SF
45
5,500 SF
52
4,950 SF
54
6,315 SF
43
5,500 SF
63
6,916 SF
34
4,950 SF
56
4,962 SF
74
5,604 SF
2
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
20' B.S.L.
12.5' B.S.L.
12
.
5
'
B
.
S
.
L
.
12
.
5
'
B
.
S
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12
.
5
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.
12
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5
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12
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12
.
5
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B
.
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L
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35
'
B
.
S
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L
.
35' B.S.L.
35' B.S.L.
30
'
B
.
S
.
L
.
20' B.S.L.
7,805 SF
27
7,805 SF
26
7,853 SF
25
30' STORM SEWER &
OVERLAND FLOWAGE
EASEMENT15'
STORM SEWER
EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
30' EXISTING SEWER
EASEMENT
BK.2017,PG.1537
(TO BE VACATED)
30' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
PUBLIC
30' SANITARY
EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
25' LANDSCAPE
BUFFER EASEMENT
25' LANDSCAPE BUFFER EASEMENT
25' LANDSCAPE
BUFFER
EASEMENT
PRIVATE
STORM SEWER
EASEMENT
30' Private Storm Sewer
and Overland Flowage
Easement
25
'
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
'
I
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&
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50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
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50' 1/2
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10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
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10' GAS
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30' EXISTING SANITARY
EASEMENT BK.2017,PG.2646
35
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B
.
S
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35
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B
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.
L
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35
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10' P.U.E.
30' STORM SEWER EASEMENT
OVERLAND FLOWAGE EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017, PG.2648
WATER MAIN EASEMENT
144,134 SF
3.31 AC
OUTLOT Y
144,134 SF
3.31 AC
OUTLOT Y
6,886 SF
83 10' OVERLAND FLOWAGE
EASEMENT
10' P.U.E.
35' OVERLAND FLOWAGE
EASEMENT
PUBLIC 30' SANITARY SEWER EASEMENT
20'
20'
20'
20'
20'
20'
20'
20'
20'
10' P.U.E.
10' P.U.E.
20' PRIVATE
STORM
SEWER
EASEMENT
20' PRIVATE STROM
SEWER EASEMENT
20' PRIVATE STORM
SEWER EASEMENT
EX. 30' WATER M
A
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BK.2017, PG.2409
7
TEMPORARY OFF-SITE
GRADING AND OVERLAND
FLOWAGE EASEMENT
15' TRAIL
EASEMENT
15' TRAIL
EASEMENT
AS
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5' WATER MAIN EASEMENT
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20' OVERLAND
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OVERLAND FLOWAGE EASEMENT
4
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10' DETENTION EASEMENT
LOTS 24-28
DETEN
T
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8" ST
15" ST
36
"
S
T
3
6
"
S
T
1
5
"
S
T
3
6
"
S
T
36
"
S
T
36
"
S
T
36
"
S
T
42" ST
42" ST
42" ST
42
"
S
T
48" ST
15"
S
T
15" ST
15
"
S
T
8
"
S
T
15
"
S
T
15
"
S
T
1
5
"
S
T
15"
S
T
15" ST
15" ST
8"
S
T
15
"
S
T
15
"
S
T
15" ST
15"
S
T
1
5
"
S
T
1
5
"
S
T
15"
S
T
48" ST
4
8
"
S
T
15
"
S
T
15
"
S
T
15" ST
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"
W
(
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8
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W
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)
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W
(
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a
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e
)
8"
W
(
P
r
i
v
a
t
e
)
8"
W
(
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i
v
a
t
e
)
8"
W
(
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v
a
t
e
)
16
"
W
16
"
W
(
P
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b
l
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c
)
16
"
W
(
P
u
b
l
i
c
)
16
"
W
(
P
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b
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)
8"
W
(
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r
i
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a
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e
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8
"
W
(
P
r
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v
a
t
e
)
T
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
8" ST
15" ST
15" ST
1
5
"
S
T
15
"
S
T
1
5
"
S
T
3
6
"
S
T
(Public) MH-1, CONNECT TO EXISTING
SANITARY MAIN WITH SW-303
ADJUST RIM TO FINISHED GRADE
RIM: 1025.00
INV: 998.33 (IN E) (VERIFY)
INV: 998.08 (OUT S)
(Public) 150 LF OF 15" SANITARY SEWER @ 0.50%
(Public) MH-2, SW-301
RIM: 1024.05
INV: 997.34 (IN N)
INV: 997.24 (OUT S)
(P
u
b
l
i
c
)
1
7
3
L
F
O
F
1
5
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
5
0
%
(Public) MH-3, SW-301
RIM: 1018.15
INV: 996.38 (IN N)
INV: 996.28 (OUT S)
(P
u
b
l
i
c
)
1
9
1
L
F
O
F
1
5
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
5
0
%
(Public) MH-4, SW-301
RIM: 1009.03
INV: 995.32 (IN N)
INV: 995.22 (OUT SE)
(Public) 114 LF OF 15" SANITARY SEWER @ 0.50%
(Public) MH-5, SW-301
RIM: 1006.86
INV: 994.65 (IN NW)
INV: 994.55 (OUT E)
(Public) 102 LF OF 15" SANITARY SEWER @ 3.57%
(Public) MH-15, SW-301
RIM: 1006.97
INV: 990.90 (IN W)
INV: 990.90 (IN E)
INV: 990.65 (OUT S)
(Public) 144 LF OF 15" SANITARY SEWER @ 5.00%
118 LF OF 8" SA
N
I
T
A
R
Y
S
E
W
E
R
@
2
.
3
1
%
MH-14, SW-301
RIM: 1008.45
INV: 993.73 (IN E)
INV: 993.88 (IN N)
INV: 993.63 (OUT W)
270 LF OF 8" SA
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
6
0
%
17
3
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
3
.
0
0
%
MH-8, SW-301
RIM: 1010.94
INV: 999.18 (IN N)
INV: 999.08 (OUT S)
33
0
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
2
.
5
2
%
MH-6, SW-301
RIM: 1023.11
INV: 1011.65 (OUT E)
217 LF OF 8" SA
N
I
T
A
R
Y
S
E
W
E
R
@
2
.
0
0
%
132 LF OF 8" SAN
I
T
A
R
Y
S
E
W
E
R
@
3
.
0
0
%
MH-9, SW-301
RIM: 1017.03
INV: 1005.78 (OUT W)
MH-10, SW-301
RIM: 1016.00
INV: 1001.81 (IN E)
INV: 1001.81 (IN W)
INV: 1001.56 (OUT S)
33
0
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
0
.
7
3
%
MH-11, SW-301
RIM: 1011.28
INV: 999.17 (IN N)
INV: 999.07 (OUT S)
17
3
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
2
.
0
0
%
MH-13, SW-301
RIM: 1009.63
INV: 995.45 (IN E)
INV: 995.60 (IN N)
INV: 995.35 (OUT W)
MH-12, SW-301
RIM: 1007.92
INV: 997.66 (OUT W)
111 LF OF 8" SANITARY SEWER @
2
.
0
0
%
MH-7, SW-301
RIM: 1019.19
INV: 1007.31 (IN W)
INV: 1007.21 (OUT E)
INV: 1007.50 (OUT S)
UTILITY PLAN GENERAL NOTES
1.CITY OF WAUKEE IS NOT RESPONSIBLE FOR
PAVEMENT REPLACEMENT SHOULD THE CITY
NEED TO EXCAVATE THE TRUNK SEWER FOR
REPAIRS
2.CONTRACTOR TO REMOVE EXISTING
SANITARY SEWER TO LIMITS SHOWN ON
PLANS.
3.CONTRACTOR TO USE NEENAH R-3067
CASTING, OR SIMILAR FOR INTAKE WHERE
MOUNTABLE CURB BOX IS PROPOSED.
4.CRITICAL CORSSING. CONTRACTOR TO
VERIFY ALL CROSSINGS AND PROVIDE
MINIMUM 18" CLEARANCE.
5.CONTRACTOR TO PROVIDE GASKETED
STORM SEWER WITHIN 10' OF WATER MAIN
CROSSING.
EX_MH6, REMOVE AND SALVAGE
MH BARREL SECTIONS
REPLACE BASE BARREL SECTION
MATCH EX INVERTS W & SE
RIM: 997.28
INV: 981.87 (IN W)
INV: 983.46 (IN N)
INV: 981.71 (OUT SE)
12" ST
ADJUST RIM
EL = 999.20
270 LF OF 8" SA
N
I
T
A
R
Y
S
E
W
E
R
@
2
.
0
0
%
UTILITY CONSTRUCTION NOTES
1.PRIVATE WATER MAIN PROVIDE THE FOLLOWING:
A. 8" PRIVATE WATER SERVICE WITH FITTINGS AND
BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
B. HYDRANT ASSEMBLY.
C. 1" WATER SERVICE WITH CURB STOP.
D. 8" VALVE
E. 8"x8" TEE
F. CRITICAL CORSSINGS, CONTRACTOR TO VERIFY ALL
CROSSINGS AND PROVIDE 18" MIN. CLEARANCE.
BY
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RIM=1009.41
INV=992.14
INV=990.35
EX. MH-8
RIM=1015.62
INV=996.14
INV=996.04
EX. MH-9
RIM=1026.34
INV=997.00
INV=996.90
EX. MH-10
RIM=1017.48
INV=997.56
INV=997.46
EX. MH-11
RIM=1019.41
INV=998.15
INV=998.05
EX. MH-12
RIM=1021.18
INV=998.90
INV=998.80
EX. MH-13
RIM=1016.16
INV=999.97
INV=999.59
EX. MH-14
RIM=1018.09
INV=1002.93
INV=1002.83
EX. MH-15
RIM=994.21
INV=982.55
INV-982.45
SE QUINN DR
SE MENLO DR
2
5
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B
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B
2
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6,921 SF
35
8,321 SF
30 6,929 SF
31 6,925 SF
32 6,921 SF
33
7,050 SF
38
6,934 SF
36
9,920 SF
39
6,946 SF
37
13,752 SF
29
9,404 SF
28
68,840 SF
1.58 AC
OUTLOT X
8,771 SF
23
7,543 SF
24
7,016 SF
42
6,315 SF
41
8,246 SF
40
6,568 SF
57
4,947 SF
59
4,950 SF
55
4,950 SF
60
5,964 SF
58
4,942 SF
77
4,950 SF
72
4,950 SF
78
4,950 SF
73
7,893 SF
76
6,619 SF
75
4,950 SF
61
6,574 SF
19
5,500 SF
69
5,500 SF
81
7,538 SF
15
6,417 SF
16
6,497 SF
17
6,488 SF
18
6,920 SF
21
6,729 SF
20
7,734 SF
22
5,602 SF
12 5,602 SF
10
5,602 SF
11
6,938 SF
14 5,602 SF
13
5,500 SF
82
5,500 SF
80
4,950 SF
79
7,021 SF
67
5,500 SF
68
5,500 SF
70
4,950 SF
71
6,847 SF
4
7,016 SF
44
5,500 SF
51
5,602 SF
9 5,602 SF
8 5,602 SF
7 5,602 SF
6 6,847 SF
5
10,130 SF
1
5,602 SF
3
6,927 SF
66
5,500 SF
65
5,500 SF
64
6,958 SF
49
5,500 SF
50
4,950 SF
53
9,070 SF
48
7,019 SF
47
7,016 SF
46
6,315 SF
45
5,500 SF
52
4,950 SF
54
6,315 SF
43
5,500 SF
63
6,916 SF
34
4,950 SF
56
4,962 SF
74
5,604 SF
2
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
20' B.S.L.
12.5' B.S.L.
12
.
5
'
B
.
S
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L
.
12
.
5
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B
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12
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12
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12
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12
.
5
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B
.
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L
.
35
'
B
.
S
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L
.
35' B.S.L.
35' B.S.L.
30
'
B
.
S
.
L
.
20' B.S.L.
7,805 SF
27
7,805 SF
26
7,853 SF
25
30' STORM SEWER &
OVERLAND FLOWAGE
EASEMENT15'
STORM SEWER
EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
30' EXISTING SEWER
EASEMENT
BK.2017,PG.1537
(TO BE VACATED)
30' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
PUBLIC
30' SANITARY
EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
25' LANDSCAPE
BUFFER EASEMENT
25' LANDSCAPE BUFFER EASEMENT
25' LANDSCAPE
BUFFER
EASEMENT
PRIVATE
STORM SEWER
EASEMENT
30' Private Storm Sewer
and Overland Flowage
Easement
25
'
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
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&
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50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
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50' 1/2
ROW
35
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10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS10' GAS
10' GAS
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30' EXISTING SANITARY
EASEMENT BK.2017,PG.2646
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
35
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B
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10' P.U.E.
30' STORM SEWER EASEMENT
OVERLAND FLOWAGE EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017, PG.2648
WATER MAIN EASEMENT
144,134 SF
3.31 AC
OUTLOT Y
144,134 SF
3.31 AC
OUTLOT Y
6,886 SF
83 10' OVERLAND FLOWAGE
EASEMENT
10' P.U.E.
35' OVERLAND FLOWAGE
EASEMENT
PUBLIC 30' SANITARY SEWER EASEMENT
20'
20'
20'
20'
20'
20'
20'
20'
20'
10' P.U.E.
10' P.U.E.
20' PRIVATE
STORM
SEWER
EASEMENT
20' PRIVATE STROM
SEWER EASEMENT
20' PRIVATE STORM
SEWER EASEMENT
EX. 30' WATER M
A
I
N
E
A
S
E
M
E
N
T
BK.2017, PG.2409
7
TEMPORARY OFF-SITE
GRADING AND OVERLAND
FLOWAGE EASEMENT
15' TRAIL
EASEMENT
15' TRAIL
EASEMENT
AS
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5' WATER MAIN EASEMENT
10' P.U.E.
20' OVERLAND
FLOWAGE EASEMENT
OVERLAND FLOWAGE EASEMENT
4
5
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10' DETENTION EASEMENT
LOTS 24-28
DETEN
T
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(
P
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1
5
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S
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(P
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)
1
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(P
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)
1
5
"
S
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(
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)
1
5
"
S
A
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15" SA
N
(
P
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b
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c
)
1
5
"
S
A
N
(Private) 8" SAN
(Private)8" SAN
(Private) 8" SAN
(Private) 8" SAN
(Private) 8" SAN
(P
r
i
v
a
t
e
)
8
"
S
A
N
(P
r
i
v
a
t
e
)
8
"
S
A
N
(P
r
i
v
a
t
e
)
8
"
S
A
N
(P
r
i
v
a
t
e
)
8
"
S
A
N
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"
W
(
P
r
i
v
a
t
e
)
8
"
W
(
P
r
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v
a
t
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)
8"
W
(
P
r
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v
a
t
e
)
8"
W
(
P
r
i
v
a
t
e
)
8"
W
(
P
r
i
v
a
t
e
)
8"
W
(
P
r
i
v
a
t
e
)
16
"
W
16
"
W
(
P
u
b
l
i
c
)
16
"
W
(
P
u
b
l
i
c
)
16
"
W
(
P
u
b
l
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c
)
8"
W
(
P
r
i
v
a
t
e
)
8
"
W
(
P
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v
a
t
e
)
T
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
169 LF OF
8
"
P
V
C
@
3
.
4
3
%
269 LF OF 15" R
C
P
@
1
.
3
7
%
25 LF OF 36" RCP @ 1.20%
25 LF OF 15" RCP @ 1.00%
1
1
1
L
F
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F
3
6
"
R
C
P
@
1
.
0
0
%
2
1
6
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F
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F
3
6
"
R
C
P
@
1
.
3
5
%
20
9
L
F
O
F
3
6
"
R
C
P
@
1
.
3
4
%
69 LF OF 36" RCP @ 1.37%
106 LF OF 42" R
C
P
@
0
.
8
0
%
194 LF OF 42" R
C
P
@
0
.
8
0
%
124 LF OF 42" RCP @ 0.80%
11
4
L
F
O
F
4
2
"
R
C
P
@
1
.
0
0
%
123 LF OF 48" RCP @ 0.50%
35 LF OF 15" RCP @ 1.00%
25 LF OF 15" RCP @ 1.00%
25 LF OF 15" RCP @ 1.00%
2
5
9
L
F
O
F
8
"
P
V
C
@
1
.
7
7
%
19
4
L
F
O
F
1
5
"
R
C
P
@
5
.
1
5
%
90 LF OF 15" RCP @ 3.09%
89 LF OF 15" RCP @ 3.00%
55 LF OF 15" RCP @ 4.00%
25 LF OF 15" RCP @ 1.00%
25 LF OF 15" RCP @ 1.00%
2
0
7
L
F
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F
8
"
P
V
C
@
2
.
4
2
%
20
8
L
F
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F
1
5
"
R
C
P
@
2
.
9
4
%
80 LF OF 15" RCP @ 0.99%
25 LF OF 15" RCP @ 1.00%
30 LF OF 15" RCP @ 1.00%
39 LF OF
15" RCP
@ 0.52%
25 LF OF 15" RCP @ 1.00%
39 LF OF
15" RCP
@ 0.50%
198 LF OF 48" RCP @ 0.30%
16 LF OF 48" RCP @ 0.30%
60 LF OF 15" RCP @ 0.84%
60 LF OF 15" RCP @ 0.84%
159 LF OF 15" R
C
P
@
0
.
5
0
%
140 LF OF
8
"
P
V
C
@
1
.
0
1
%
10 LF OF 15" RCP @ 1.25%
9 LF OF 15" RCP @ 1.00%
32 LF OF 15" RCP @ 0.50%
25 LF OF 15" RCP @ 1.00%
1
1
0
L
F
O
F
1
5
"
R
C
P
@
0
.
3
9
%
134 LF OF 15" RCP @ 1.03%
40 LF OF 36" RCP @ 1.25%
17 LF OF 12" RCP @ 0.50%
28 LF OF 36" RCP @ 1.35%
ST-24B, SW-401 (84in)
RIM: 997.72
INV: 991.23 (IN W)
INV: 991.13 (OUT S)
ST-23B, SW-401 (96in)
RIM: 1001.06
INV: 992.72 (IN N)
INV: 992.72 (IN E)
INV: 992.62 (OUT W)
ST-23A, SW-401 (84in)
RIM: 1006.43
INV: 993.96 (IN E)
INV: 999.71 (IN N)
INV: 998.01 (IN NW)
INV: 993.86 (OUT S)
ST-16A, SW-401 (72in)
RIM: 1007.89
INV: 995.05 (IN E)
INV: 1002.07 (IN NE)
INV: 994.95 (OUT W)
ST-12A, SW-401 (72in)
RIM: 1008.65
INV: 996.70 (IN E)
INV: 1000.76 (IN N)
INV: 996.60 (OUT W)
ST-9A, SW-401 (84in)
RIM: 1009.51
INV: 997.65 (IN N)
INV: 997.65 (IN E)
INV: 997.55 (OUT W)
ST-27, 24" NYLOPLAST
RIM: 1005.17
INV: 999.06 (OUT S)
ST-29, 15" NYLOLAST
RIM: 1003.13
INV: 998.98 (OUT N)
ST-30, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1006.97
INV: 998.55 (IN N)
INV: 998.55 (IN S)
INV: 998.45 (OUT W)
ST-28, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1006.97
INV: 998.90 (IN N)
INV: 998.80 (OUT S)
ST-26A, 15'' FES
INV: 1001.00
ST-26, 15'' FES
INV: 1001.50
ST-25A, 15'' FES
INV: 1013.00
ST-25, 15'' FES
INV: 1013.50
ST-8, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1009.03
INV: 1004.53 (OUT W)
ST-6, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1013.41
INV: 1008.90 (OUT SW)
ST-13, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1014.01
INV: 1009.48 (OUT SW)
ST-14, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1013.38
INV: 1009.18 (IN N)
INV: 1009.18 (IN NE)
INV: 1009.08 (OUT S)
ST-15, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1007.71
INV: 1003.21 (OUT W)
ST-16, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1007.71
INV: 1002.96 (IN N)
INV: 1002.96 (IN E)
INV: 1002.86 (OUT SW)
ST-11, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1008.50
INV: 1001.30 (IN N)
INV: 1001.20 (OUT S)
ST-12, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1008.50
INV: 1000.95 (IN N)
INV: 1000.85 (OUT S)
ST-9, 60"
SW-502, TYPE R CASTING
W/ MOUNTABLE CURB BOX
T/C: 1009.03
INV: 998.70 (IN N)
INV: 1004.28 (IN E)
INV: 998.60 (OUT S)
ST-7, 60"
SW-502, TYPE R CASTING
W/ MOUNTABLE CURB BOX
T/C: 1012.91
INV: 1001.60 (IN N)
INV: 1008.55 (IN NE)
INV: 1001.50 (OUT S)
ST-5B, SW-401 (60in)
RIM: 1015.78
INV: 1004.62 (IN NW)
INV: 1011.17 (IN E)
INV: 1004.52 (OUT S)
ST-5A, SW-401 (48in)
RIM: 1016.21
INV: 1012.59 (OUT W)
ST-2, SW-505
W/ MOUNTABLE CURB BOX
T/C: 1015.78
INV: 1005.50 (IN N)
INV: 1005.40 (OUT S)
ST-5, 60"
SW-502, TYPE R CASTING
W/ MOUNTABLE CURB BOX
T/C: 1015.78
INV: 1011.28 (IN W)
INV: 1005.10 (IN N)
INV: 1005.00 (OUT SE)
ST-10, 24" NYLOPLAST
RIM: 1005.00
INV: 1001.50 (OUT S)
ST-21, 24" NYLOPLAST
RIM: 1003.99
INV: 1000.49 (OUT SW)
ST-24A, 12'' FES with 8.75" Orifice
INV: 992.00
ST-23C, 48'' FES
INV: 992.00
ST-24, SW-513, (72"x72")
See Detail 9, C800
Open N,S,W = 996.85
RIM: 998.10
INV: 991.92 (IN W)
INV: 991.82 (OUT E)
ST-31, 24" NYLOPLAST
RIM: 997.60
INV: 994.10 (OUT W)
ST-20B, SW-401 (48in)
RIM: 1007.03
INV: 1000.30 (IN NW)
INV: 1000.20 (OUT SE)
ST-20A, SW-401 (48in)
RIM: 1008.17
INV: 1003.07 (IN N)
INV: 1002.97 (OUT SE)
ST-20, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1010.71
INV: 1005.96 (IN N)
INV: 1005.96 (IN E)
INV: 1005.86 (OUT S)
ST-18, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1020.78
INV: 1016.03 (IN N)
INV: 1016.03 (IN E)
INV: 1015.93 (OUT S)
ST-17, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1020.78
INV: 1016.28 (OUT W)
ST-19, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1010.71
INV: 1006.21 (OUT W)
ST-18A, SW-401 (48in)
RIM: 1025.62
INV: 1020.62 (OUT S)
ST-4A, SW-401 (48in)
RIM: 1023.40
INV: 1020.88 (OUT E)
ST-14A, SW-401 (48in)
RIM: 1018.67
INV: 1014.19 (OUT S)
ST-4, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1019.81
INV: 1015.06 (IN W)
INV: 1015.06 (IN N)
INV: 1014.96 (OUT E)
ST-3, SW-501
W/ MOUNTABLE CURB BOX
T/C: 1020.04
INV: 1015.31 (OUT S)
ST-24C, 48'' FES
INV: 991.08
ST-1, SW-513 (60" X 60")
Open E,W,S = 1012.50
RIM: 1013.75
INV: 1006.71 (IN N)
INV: 1006.61 (OUT S)
UTILITY PLAN GENERAL NOTES
1.CITY OF WAUKEE IS NOT RESPONSIBLE FOR
PAVEMENT REPLACEMENT SHOULD THE CITY
NEED TO EXCAVATE THE TRUNK SEWER FOR
REPAIRS
2.CONTRACTOR TO REMOVE EXISTING
SANITARY SEWER TO LIMITS SHOWN ON
PLANS.
3.CONTRACTOR TO USE NEENAH R-3067
CASTING, OR SIMILAR FOR INTAKE WHERE
MOUNTABLE CURB BOX IS PROPOSED.
4.CRITICAL CORSSING. CONTRACTOR TO
VERIFY ALL CROSSINGS AND PROVIDE
MINIMUM 18" CLEARANCE.
5.CONTRACTOR TO PROVIDE GASKETED
STORM SEWER WITHIN 10' OF WATER MAIN
CROSSING.
ST-23, SW-505
W/ MOUNTABLE CURB BOX
T/C: 1006.59
INV: 999.94 (IN N)
INV: 999.84 (OUT S)
ST-22, SW-505
W/ MOUNTABLE CURB BOX
T/C: 1006.59
INV: 1000.29 (IN NE)
INV: 1000.19 (OUT S)
ST-32, 36" NYLOPLAST DRAIN BASIN WITH DOMED GRATE
RIM: 1013.00
INV: 1007.21 (OUT S)
(Private) 8" SAN
UTILITY CONSTRUCTION NOTES
1.PRIVATE WATER MAIN PROVIDE THE FOLLOWING:
A. 8" PRIVATE WATER SERVICE WITH FITTINGS AND
BENDS AS NECESSARY. MINIMUM 5.5' DEEP.
B. HYDRANT ASSEMBLY.
C. 1" WATER SERVICE WITH CURB STOP.
D. 8" VALVE
E. 8"x8" TEE
F. CRITICAL CORSSINGS, CONTRACTOR TO VERIFY ALL
CROSSINGS AND PROVIDE 18" MIN. CLEARANCE.
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RIM=997.00
INV=983.36 NW
INV=981.87 W
INV=981.71
EX. MH-7
RIM=1009.41
INV=992.14
INV=990.35
EX. MH-8
RIM=1015.62
INV=996.14
INV=996.04
EX. MH-9
RIM=1026.34
INV=997.00
INV=996.90
EX. MH-10
RIM=1017.48
INV=997.56
INV=997.46
EX. MH-11
RIM=1019.41
INV=998.15
INV=998.05
EX. MH-12
RIM=1021.18
INV=998.90
INV=998.80
EX. MH-13
RIM=1016.16
INV=999.97
INV=999.59
EX. MH-14
RIM=1018.09
INV=1002.93
INV=1002.83
EX. MH-15
RIM=994.21
INV=982.55
INV-982.45
SE QUINN DR
SE MENLO DR
SE
W
A
C
O
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A
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2
5
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B
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B
2
5
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25' B/B 25' B/B
25' B/B
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6,921 SF
35
8,321 SF
30 6,929 SF
31 6,925 SF
32 6,921 SF
33
7,050 SF
38
6,934 SF
36
9,920 SF
39
6,946 SF
37
13,752 SF
29
9,404 SF
28
68,840 SF
1.58 AC
OUTLOT X
8,771 SF
23
7,543 SF
24
7,016 SF
42
6,315 SF
41
8,246 SF
40
6,568 SF
57
4,947 SF
59
4,950 SF
55
4,950 SF
60
5,964 SF
58
4,942 SF
77
4,950 SF
72
4,950 SF
78
4,950 SF
73
7,893 SF
76
6,619 SF
75
4,950 SF
61
6,574 SF
19
5,500 SF
69
5,500 SF
81
7,538 SF
15
6,417 SF
16
6,497 SF
17
6,488 SF
18
6,920 SF
21
6,729 SF
20
7,734 SF
22
5,602 SF
12 5,602 SF
10
5,602 SF
11
6,938 SF
14 5,602 SF
13
5,500 SF
82
5,500 SF
80
4,950 SF
79
7,021 SF
67
5,500 SF
68
5,500 SF
70
4,950 SF
71
6,847 SF
4
7,016 SF
44
5,500 SF
51
5,602 SF
9 5,602 SF
8 5,602 SF
7 5,602 SF
6 6,847 SF
5
10,130 SF
1
5,602 SF
3
6,927 SF
66
5,500 SF
65
5,500 SF
64
6,958 SF
49
5,500 SF
50
4,950 SF
53
9,070 SF
48
7,019 SF
47
7,016 SF
46
6,315 SF
45
5,500 SF
52
4,950 SF
54
6,315 SF
43
5,500 SF
63
6,916 SF
34
4,950 SF
56
4,962 SF
74
5,604 SF
2
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
20' B.S.L.
12.5' B.S.L.
12
.
5
'
B
.
S
.
L
.
12
.
5
'
B
.
S
.
L
.
12
.
5
'
B
.
S
.
L
.
12
.
5
'
B
.
S
.
L
.
12
.
5
'
B
.
S
.
L
.
12
.
5
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
35' B.S.L.
35' B.S.L.
30
'
B
.
S
.
L
.
20' B.S.L.
7,805 SF
27
7,805 SF
26
7,853 SF
25
30' STORM SEWER &
OVERLAND FLOWAGE
EASEMENT15'
STORM SEWER
EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
30' EXISTING SEWER
EASEMENT
BK.2017,PG.1537
(TO BE VACATED)
30' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
PUBLIC
30' SANITARY
EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
25' LANDSCAPE
BUFFER EASEMENT
25' LANDSCAPE BUFFER EASEMENT
25' LANDSCAPE
BUFFER
EASEMENT
PRIVATE
STORM SEWER
EASEMENT
30' Private Storm Sewer
and Overland Flowage
Easement
25
'
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
'
I
N
G
R
E
S
S
/
E
G
R
E
S
S
&
P
R
I
V
A
T
E
S
A
N
I
T
A
R
Y
&
P
R
I
V
A
T
E
W
A
T
E
R
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A
I
N
E
A
S
E
M
E
N
T
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
'
I
N
G
R
E
S
S
/
E
G
R
E
S
S
&
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W
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N
E
A
S
E
M
E
N
T
50' 1/2
ROW
35
'
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS10' GAS
10' GAS
30
'
B
.
S
.
L
.
30
'
B
.
S
.
L
.
STORM SEWER
EASEMENT
95'
30' EXISTING SANITARY
EASEMENT BK.2017,PG.2646
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
35
'
B
.
S
.
L
.
3
5
'
B
.
S
.
L
.
10' P.U.E.
30' STORM SEWER EASEMENT
OVERLAND FLOWAGE EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017, PG.2648
MPE=1002.0
MPE=1003.0
MPE=1005.0
MPE=1006.0
MPE=1008.0
MPE=1009.0
MPE=1007.0
MPE=1005.0
MPE=1000.0
MPE=1000.0MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1001.0
MPE=1005.0
MPE=1009.0
MPE=1011.0
MPE=1013.0
MPE=1014.0
MPE=1015.0
MPE=1016.0
MPE=1017.0
MPE=1018.0
MPE=1022.5
MPE=1021.5
MPE=1020.5
MPE=1019.5
MPE=1018.5
MPE=1017.50
MPE=1014.5
MPE=1013.5
MPE=1012.5
MPE=1011.5
MPE=1010.5
MPE=1009.5
MPE=1008.5
MPE=1008.0
MPE=1007.75MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1010.0
MPE=1011.0
MPE=1012.0
MPE=1013.0
MPE=1014.0
MPE=1014.0
MPE=1013.0
MPE=1012.0
MPE=1011.0
MPE=1010.0
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1007.5
MPE=1007.5
MPE=1008.0
MPE=1008.5
MPE=1009.5
MPE=1010.5
MPE=1012.0
MPE=1013.0
MPE=1014.0
MPE=1014.0
MPE=1012.5
MPE=1012.0
MPE=1010.5
MPE=1009.5
MPE=1008.5
MPE=1007.5
MPE=1007.5
WATER MAIN EASEMENT
144,134 SF
3.31 AC
OUTLOT Y
144,134 SF
3.31 AC
OUTLOT Y
6,886 SF
83 10' OVERLAND FLOWAGE
EASEMENT
10' P.U.E.
35' OVERLAND FLOWAGE
EASEMENT
PUBLIC 30' SANITARY SEWER EASEMENT
20'
20'
20'
20'
20'
20'
20'
20'
20'
10' P.U.E.
10' P.U.E.
20' PRIVATE
STORM
SEWER
EASEMENT
20' PRIVATE STROM
SEWER EASEMENT
20' PRIVATE STORM
SEWER EASEMENT
EX. 30' WATER M
A
I
N
E
A
S
E
M
E
N
T
BK.2017, PG.2409
7
TEMPORARY OFF-SITE
GRADING AND OVERLAND
FLOWAGE EASEMENT
15' TRAIL
EASEMENT
15' TRAIL
EASEMENT
5' WATER MAIN EASEMENT
10' P.U.E.
20' OVERLAND
FLOWAGE EASEMENT
OVERLAND FLOWAGE EASEMENT
MPE=1017.50 MPE=1017.50
MPE=1017.50
MPE=1017.50
MPE=1017.50
MPE=1017.50 MPE=1017.50 MPE=1017.50
4
5
'
O
.
F
.
E
.
4
5
'
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.
F
.
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.
3
5
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.
F
.
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.
3
5
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.
F
.
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.
10' DETENTION EASEMENT
LOTS 24-28
DETEN
T
I
O
N
EASEM
E
N
T
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"W(Private)
8"
W
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8
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W
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8"
W
(
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)
8"
W
(
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)
8"
W
(
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)
16
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W
16
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W
(
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b
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)
16
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W
(
P
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b
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)
16
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W
(
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)
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W
(
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)
8
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W
(
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a
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)
T
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
1004.94
1005.48
1005.74
1005.38
1004.97
1009.18
1005.16
1000.89
998.00
994.90
995.06
(994.79)
(998.99)
(1007.03)
(1008.83)
(1009.45)
(1008.95)
(1010.22)
(1011.21)
(1012.14)
(1014.95)
(1017.16)
(1019.22)
1022.72
1026.00
1026.64
(1023.89)
(1021.46)
(1020.80)
(1021.22)
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FUTURE 100-YR 997.48
CURRENT 100-YR 998.19
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INV=997.00
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6,934 SF
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9,920 SF
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6,946 SF
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13,752 SF
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9,404 SF
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68,840 SF
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8,771 SF
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7,543 SF
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7,016 SF
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6,315 SF
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8,246 SF
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6,568 SF
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4,947 SF
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4,950 SF
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4,950 SF
60
5,964 SF
58
4,942 SF
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4,950 SF
72
4,950 SF
78
4,950 SF
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7,893 SF
76
6,619 SF
75
4,950 SF
61
6,574 SF
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5,500 SF
69
5,500 SF
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7,538 SF
15
6,417 SF
16
6,497 SF
17
6,488 SF
18
6,920 SF
21
6,729 SF
20
7,734 SF
22
5,602 SF
12 5,602 SF
10
5,602 SF
11
6,938 SF
14 5,602 SF
13
5,500 SF
82
5,500 SF
80
4,950 SF
79
7,021 SF
67
5,500 SF
68
5,500 SF
70
4,950 SF
71
6,847 SF
4
7,016 SF
44
5,500 SF
51
5,602 SF
9 5,602 SF
8 5,602 SF
7 5,602 SF
6 6,847 SF
5
10,130 SF
1
5,602 SF
3
6,927 SF
66
5,500 SF
65
5,500 SF
64
6,958 SF
49
5,500 SF
50
4,950 SF
53
9,070 SF
48
7,019 SF
47
7,016 SF
46
6,315 SF
45
5,500 SF
52
4,950 SF
54
6,315 SF
43
5,500 SF
63
6,916 SF
34
4,950 SF
56
4,962 SF
74
5,604 SF
2
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
12.5' B.S.L.
20' B.S.L.
12.5' B.S.L.
12
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'
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35' B.S.L.
30
'
B
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7,805 SF
27
7,805 SF
26
7,853 SF
25
30' STORM SEWER &
OVERLAND FLOWAGE
EASEMENT15'
STORM SEWER
EASEMENT
20' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
30' EXISTING SEWER
EASEMENT
BK.2017,PG.1537
(TO BE VACATED)
30' EXISTING SANITARY
EASEMENT BK.2017,PG.1537
PUBLIC
30' SANITARY
EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
10' OVERLAND
FLOWAGE EASEMENT
25' LANDSCAPE
BUFFER EASEMENT
25' LANDSCAPE BUFFER EASEMENT
25' LANDSCAPE
BUFFER
EASEMENT
PRIVATE
STORM SEWER
EASEMENT
30' Private Storm Sewer
and Overland Flowage
Easement
25
'
50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
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EGRESS &
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50' INGRESS/
EGRESS &
PRIVATE SANITARY &
PRIVATE WATER MAIN
EASEMENT
5
0
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35
'
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' P.U.E.
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
10' GAS
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10' GAS
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30' EXISTING SANITARY
EASEMENT BK.2017,PG.2646
35
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L
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35
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B
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35
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5
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30' STORM SEWER EASEMENT
OVERLAND FLOWAGE EASEMENT
20' EXISTING SANITARY
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MPE=1002.0
MPE=1003.0
MPE=1005.0
MPE=1006.0
MPE=1008.0
MPE=1009.0
MPE=1007.0
MPE=1005.0
MPE=1000.0
MPE=1000.0MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1000.0
MPE=1001.0
MPE=1005.0
MPE=1009.0
MPE=1011.0
MPE=1013.0
MPE=1014.0
MPE=1015.0
MPE=1016.0
MPE=1017.0
MPE=1018.0
MPE=1022.5
MPE=1021.5
MPE=1020.5
MPE=1019.5
MPE=1018.5
MPE=1017.50
MPE=1014.5
MPE=1013.5
MPE=1012.5
MPE=1011.5
MPE=1010.5
MPE=1009.5
MPE=1008.5
MPE=1008.0
MPE=1007.75MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1010.0
MPE=1011.0
MPE=1012.0
MPE=1013.0
MPE=1014.0
MPE=1014.0
MPE=1013.0
MPE=1012.0
MPE=1011.0
MPE=1010.0
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1009.5
MPE=1007.5
MPE=1007.5
MPE=1008.0
MPE=1008.5
MPE=1009.5
MPE=1010.5
MPE=1012.0
MPE=1013.0
MPE=1014.0
MPE=1014.0
MPE=1012.5
MPE=1012.0
MPE=1010.5
MPE=1009.5
MPE=1008.5
MPE=1007.5
MPE=1007.5
WATER MAIN EASEMENT
144,134 SF
3.31 AC
OUTLOT Y
144,134 SF
3.31 AC
OUTLOT Y
6,886 SF
83 10' OVERLAND FLOWAGE
EASEMENT
10' P.U.E.
35' OVERLAND FLOWAGE
EASEMENT
PUBLIC 30' SANITARY SEWER EASEMENT
20'
20'
20'
20'
20'
20'
20'
20'
20'
10' P.U.E.
10' P.U.E.
20' PRIVATE
STORM
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EASEMENT
20' PRIVATE STROM
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20' PRIVATE STORM
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EX. 30' WATER M
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7
TEMPORARY OFF-SITE
GRADING AND OVERLAND
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15' TRAIL
EASEMENT
15' TRAIL
EASEMENT
5' WATER MAIN EASEMENT
10' P.U.E.
20' OVERLAND
FLOWAGE EASEMENT
OVERLAND FLOWAGE EASEMENT
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MPE=1017.50
MPE=1017.50
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4
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NP 992.00
CPV 994.46
FUTURE 100-YR 997.48
CURRENT 100-YR 998.19
66 TONS
CLASS 'D' RIP RAP
(15'X30'X1.5')
34 TONS
CLASS 'D' RIP RAP
(30' X 10' X 1.5')
-
3
:
1
-3:1
-3
:
1
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10 TONS
CLASS 'D' RIP RAP
(10'X7.5'X1.5')
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APPROXIMATE STAGING AREA &
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CLASS 'D' RIP RAP
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●●●
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GENERAL NOTES
1.SEE SHEET C200 FOR POLLUTION PREVENTION
NOTES.
2.CONTRACTOR TO PROVIDE INLET
PROTECTION PER SUDAS SECTION 9040, 2.18.
QUANTITIES
SILT FENCE 3,750 LF
BELOW GRADE 22 EA
INLET PROTECTION
SEEDING & MULCHING 14.28 AC
(TYPE 4 URBAN TEMP
EROSION CONTROL
MEASURE)
CLASS 'D' RIP RAP 120 TONS
DISTRUBED AREA 17.59 AC
DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES
ATTACHMENT TO POST
TYPICAL SILT FENCE DITCH CHECK
FLOW
BAC
K
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1
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TYPICAL SILT FENCE ISTALLATION ON LONGITUDINAL SLOPES
(Profile View)
TYPICAL SILT FENCE ISTALLATION ON LONGITUDINAL SLOPES
(Plan View)
'T
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M
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SEE PLANS FOR SPACING
200'-0" MAX LENGTH PER SECTION
600'-0" IF SLOPE IS FLATTER THAN 5%
36
"
24
"
8'-0" SPACING
VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH)
POST SPACING
(5'-0" MAX)
POST SPACING
5'-0" MAX)2"
MI
N
20
"
M
I
N
1
C601
SILT FENCE DETAIL
NO SCALE
1 INSERT 12 INCHES OF FABRIC A MINIMUM
OF 6 INCHES DEEP (FABRIC MAY BE
FOLDED BELOW THE GROUND LINE.
2 REDUCE POST SPACING TO 5'-0" AT
WATER CONCENTRATION AREAS, OR AS
REQUIRED TO ADEQUATELY SUPPORT
FENCE.
GROUND LINE
FABRIC
GROUND CONTOURS
INSTALL "J-HOOK" AT EACH END OF AN
INDIVIDUAL SECTION OF SILT FENCE
INSTALL PARALLEL TO
GROUND CONTOUR
FABRICGROUND LINE
FABRIC
POST
WIRE OR
CABLE TIES
2
2
10
2
3
.
7
2
102
3
.
8
3
102
3
.
9
4
10
2
4
.
0
6
102
4
.
1
8
102
4
.
3
1
10
2
4
.
4
5
102
4
.
4
4
10
2
3
.
8
3
10
2
3
.
5
0
10
2
3
.
3
0
102
3
.
0
8
102
3
.
7
1
10
2
3
.
6
4
10
2
3
.
5
3
10
2
3
.
4
4
102
3
.
5
6
10
2
3
.
5
8
102
3
.
4
7
102
3
.
9
2
10
2
4
.
1
2
10
2
4
.
0
1
10
2
3
.
7
4
T
C
10
2
3
.
4
9
G
10
2
3
.
8
5
T
C
10
2
3
.
6
0
G
10
2
3
.
9
6
T
C
10
2
3
.
7
1
G
10
2
4
.
0
8
T
C
10
2
3
.
8
3
G
1
0
2
4
.
2
0
T
C
1
0
2
3
.
9
5
G
1
0
2
4
.
3
3
T
C
1
0
2
4
.
0
8
G
10
2
3
.
4
9
G
10
2
3
.
7
4
T
C
10
2
3
.
4
6
G
10
2
3
.
7
1
T
C
1023.65 TC
1023.40 G
1022.85 G
1023.10 TC
1023.10 TC
1022.85 G
1023.80 TC
1023.55 G
LOT 83
LOT 14
LOT 18
LOT 17
LOT 16
10
2
3
.
6
4
T
C
10
2
3
.
6
9
1
0
2
3
.
3
2
10
2
3
.
2
7
G
102
3
.
2
2
G
1
0
2
3
.
2
7
1
0
2
3
.
3
9
102
3
.
3
4
T
C
1
0
2
3
.
7
4
T
C
1
0
2
3
.
4
1
G
1
0
2
3
.
3
6
G
1
0
2
3
.
4
4
T
C
102
3
.
4
9
10
2
3
.
4
1
10
2
3
.
4
6
10
2
3
.
7
9
1024.45TC
1024.32G
1024.27G
1024
.
4
7
T
C
1024.54
1024.33
1024.38
1024.511024.
4
5
T
C
1024.32G
1024.27G
1024.47T
C
1024.54
1024.33
1024.38
1024.51
S
E
Q
U
I
N
N
D
R
2
5
'
B
/
B
25' B/B
SE STEELE DR
(PAVE THROUGH)
SE STEELE DR
(PAVE THROUGH)
25' B/B
-
1
.
0
0
%
-
1
.
0
0
%
-
2
.
6
6
%
-
4
.
3
2
%
-3
.
9
4
%
-
2
.
6
4
%
-1.00%
-1.00%-
4
.
3
2
%
-
2
.
6
6
%
-
1
.
0
0
%
-
1
.
0
0
%
-1.00%
-1.00%
-
3
.
9
4
%
-2
.
6
4
%
SPECIAL SHAPI
N
G
RIM: 1023.40
RIM: 1024.05
RIM: 1023.11
-6.26
%
-1.00%
0
.
8
5
%
0
.
8
5
%
-1.00%
-2.36%
-2.40%
-8.22%
1
5
.
0
'
L
-
1
1
3
.
5
'
L
-
1
1
3
.
0
'
L
-
1
1
2
.
2
'
L
-
1
12
.
2
'
L-
1
10
.
6
'
L-
1
11
.
0
'
L-
1
9.5'
C
9.5'
C
3.0'
C3.0'
C
12.5'
C
12.5'
C
12.5'
C
12.5'
C
12.5'
C
9.5'
C
3.0'
C
1
3
.
3
'
B
T
-
1
1
2
.
5
'
B
T
-
1
12
.
5
'
BT
-
1
11
.
1
'
BT
-
1
B
T
-
1
B
T
-
1
1
3
.
6
'
B
T
-
1
BT
-
1
9
.
5
'
C
9
.
5
'
C
9
.
5
'
C
9
.
5
'
C
3
.
0
'
C
3
.
0
'
C
9
.
5
'
C
9
.
5
'
C
15.0'
L-115.0'
L-1
BT-1
BT-1
BT-1
BT-1
7" PCC
7" PCC
7" PCC
-1.60%
-1.58%
-1.11%
-0.86%
-5.7
0
%
-7.33%
-0
.
8
5
%
-
0
.
8
5
%
1
.
5
9
%
-0.84%
10
2
0
.
1
6
10
1
9
.
8
9
101
9
.
6
5
10
1
9
.
4
2
10
1
9
.
1
9
101
8
.
9
7
10
1
8
.
7
7
101
8
.
5
8
101
8
.
3
1
10
1
8
.
5
9
101
8
.
5
6
10
1
8
.
7
3
101
8
.
9
6
101
9
.
1
9
10
1
9
.
3
3
10
1
9
.
4
1
10
1
8
.
8
1
10
1
8
.
7
8
10
1
8
.
6
7
10
1
8
.
5
7
10
1
8
.
5
4
10
1
8
.
4
7
101
8
.
3
3
1020.18 TC
1019.93 G
1019.91 TC
1019.66 G
1019.67 TC
1019.42 G
1019.44 TC
1019.19 G
1019.21 TC
1018.96 G
1018.98 TC
1018.73 G
1018.76 TC
1018.51 G
1018.33 TC
1018.08 G
1020.04 TC
1019.79 G
1020.04 TC
1019.79 G
1019.93 G
1020.18 TC
1019.66 G
1019.91 TC
101
9
.
2
9
G
101
9
.
5
4
T
C
1019.05 TC
1018.80 G
1018.77 TC
1018.52 G
1018.76 TC
1018.51 G
1018.08 G
1018.33 TC
LOT 67
LOT 66
LOT 8
LOT 9
LOT 10
LOT 11
1
0
1
8
.
4
7
T
C
1
0
1
8
.
3
1
G
1
0
1
8
.
2
6
G
1
0
1
8
.
4
1
T
C
101
8
.
4
9
101
8
.
3
2
10
1
8
.
3
7
10
1
8
.
5
3
10
1
8
.
6
9
T
C
10
1
8
.
3
1
G
10
1
8
.
2
6
G
10
1
8
.
4
2
T
C
1
0
1
8
.
4
7
1
0
1
8
.
3
1
1
0
1
8
.
3
6
1
0
1
8
.
7
2
1018.6
7
1018.60
1018.65
1019.0
2
1019.00TC
1018.60G
1018.55G
1018.62TC
1018.49TC 1018.54
1018.38
1018.43
1018.76
1018.38G
1018.71TC
1018.33G
S
E
Q
U
I
N
N
D
R
(
P
A
V
E
T
H
R
O
U
G
H
S
E
Q
U
I
N
N
D
R
(
P
A
V
E
T
H
R
O
U
G
H
2
5
'
B
/
B
2
5
'
B
/
B
SE ZOEL LN
25' B/B
RIM: 1018.67
RIM: 1019.19
15.0'
L-1
13.1'
L-1
13.0'
L-1
12.5'
L-1
12.5'
L-1
11.0'
L-1
10.1'
L-1
15.0'
L-1
13
.
0
'
L-
1
1
4
.
6
'
L
-
1
13.1'
BT-1 13.0'
BT-1
12.5'
BT-1
12.5'
BT-1
11.0'
BT-1
BT-1
BT-1
BT-1
BT-1
9
.
5
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C
9
.
5
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9
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9
.
5
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C
1
2
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5
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C
1
2
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5
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3
.
0
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C
9
.
5
'
C
9
.
5
'
C
1
2
.
5
'
C
9
.
5
'
C
9.5'
C
3.0'
C
9.5'
C
3.0'
C
9.5'
C9.5'
C
9.5'
C
9.5'
C
3
.
0
'
C
9
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5
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C
9
.
5
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C
3
.
0
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10
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3
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1
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10
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G
S
P
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C
I
A
L
S
H
A
P
I
N
G
-3.22%-1.00%-3.02%
-
1
.
0
0
%
-
1
.
0
0
%
-3.21%-3.38%
-
0
.
8
5
%
-
0
.
8
5
%
-0.96%
-6.56
%
-3.15%
-
3
.
1
8
%
-
1
.
0
0
%
-5
.
7
1
%
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.
3
3
%
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.
2
0
%
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-0.84%
-
0
.
8
6
%
-1
.
5
1
%
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6
.
9
1
%
-0.85%
-0.85%
-
8
.
2
2
%
-1
.
5
6
%
15.0'
B
15.0'
B
1
3
.
0
'
L
-
1
1018.90 TC
1018.65 G
HP
1
2
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5
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C
1
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7" PCC
7" PCC
7" PCC
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0
0
%
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1
.
1
1
%
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-1.11%-3.20%
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Sh
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Project No:
Sheet
27
2
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6
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7
10
1
5
.
2
8
1015.79 TC
1015.54 G
1015.78 TC
1015.53 G
1015.83 TC
1015.58 G
1015.92 TC
1015.67 G
1016.02 TC
1015.77 G
1016.12 TC
1015.87 G
1016.22 TC
1015.97 G
1016.32 TC
1016.07 G
1016.44 TC
1016.19 G
1015.78 TC
1015.53 G
1015.78 TC
1015.53 G
1015.54 G
1015.79 TC
101
5
.
5
7
G
101
5
.
8
2
T
C
101
5
.
8
7
G
101
6
.
1
2
T
C
1016.07 G
1016.32 TC
1016.19 G
1016.44 TC
1015.53 G
1015.78 TC
1
0
1
5
.
3
0
T
C
1
0
1
5
.
0
5
G
1
0
1
5
.
0
5
G
1
0
1
5
.
3
0
T
C
1015.80 TC
1015.55 G
1015.68 TC
1015.43 G
LOT 49
LOT 48
LOT 5
LOT 4
LOT 3
LOT 2
1015.48 1015.43TC
1015.28G
1015.33G
1015.33
1015.3
8
1015.71
1015.66TC 1015.77T
C
1015.42G
101
5
.
3
7
G
1015.50TC 1015.55
1015.42
1015.47
1015.82
2
5
'
B
/
B
2
5
'
B
/
B
25' B/B
S
E
Q
U
I
N
N
D
R
(
P
A
V
E
T
H
R
O
U
G
H
S
E
Q
U
I
N
N
D
R
(
P
A
V
E
T
H
R
O
U
G
H
SE HAWES LN
RIM: 1015.78
RIM: 1016.00
15.0'
B
15.0'
B
9
.
5
'
C
9
.
5
'
C
9
.
5
'
C
9
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
15.0'
L-112.0'
L-112.4'
L-112.5'
L-112.5'
L-113.0'
L-112.7'
L-115.0'
L-1
13.0'
BT-1
12.5'
BT-1
12.5'
BT-1
12.4'
BT-1
12.0'
BT-1
12.7'
BT-1
1
2
.
0
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L
-
1
1
3
.
0
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1
1
3
.
6
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1
1
3
.
3
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L
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1
1
3
.
9
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L
-
1
3.0'
C
9.5'
C
9.5'
C
3.0'
C
11.6'
C11.6'
C
12.5'
C12.5'
C
3
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0
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E
D
3
.
0
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E
D
3
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0
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D
3
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0
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D
1015.90 TC
1015.65 G
HP
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0
.
8
6
%
-2
.
9
3
%
-
5
.
7
0
%
-
1
.
1
1
%
-0.85%
-0.85%
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.
0
0
%
-5
.
5
7
%
-
2
.
5
8
%
-0.85%
-0.86%
-
1
.
0
0
%
S
P
E
C
I
A
L
S
H
A
P
I
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G
7" PCC
7" PCC
7" PCC
-7
.
7
8
%
-
2
.
6
0
%
-
3
.
0
0
%
-
7
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3
3
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0
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4
2
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(1015.48)
(1015.56)
(1014.98)
(1015.62)
(1015.79)
(1015.99)
(1014.62)
10
1
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9
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10
1
6
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8
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101
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8
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5
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7
5
101
5
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9
0
10
1
5
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9
0
1017.08 TC
1016.58 G
1016.83 TC
1016.33 G
1016.56 TC
1016.06 G
1016
.
5
3
T
C
1016
.
0
3
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10
1
6
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5
1
T
C
10
1
6
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0
1
G
1016.58 G
1017.08 TC
1016.33 G
1016.83 TC
1016.06 G
1016.56 TC 10
1
5
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6
2
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10
1
6
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1
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1
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1
5
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0
9
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1
0
1
5
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5
9
T
C
1016.81 G
1017.06 TC
1016.74 G
1016.99 TC
1017.06 TC
1016.81 G
1016.99 TC
1016.74 G
LOT 2
LOT 48
SE
Q
U
I
N
N
D
R
2
5
'
B
/
B
SE
W
A
C
O
P
L
A
C
E
RIM: 1016.21
ST-25, 15'' FES
INV: 1013.50
ST-25A, 15'' FES
INV: 1013.00
RIM: 1017.03
14.0'
L-2
13.0'
L-2
11.2'
L-2
14.0'
L-2
15.0'
L-1
15.0'
L-1
14.0'
BT-2
14.0'
BT-2
5.0'
BT-2
5.3'
BT-2
1
2
.
5
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C
12
.
5
'
C
3.
0
'
C
9.
5
'
C
14.8'
L-1
13.8'
L-2
11.2'
L-2
13.0'
L-2
15.2'
L-1
14.2'
L-2
11.2'
L-2
13.0'
L-2
SPECIAL SHAPING
1016.92 TC
1016.67 G
1016.92 TC
1016.67 G
1017.05
1017.06
7" PCC 8" PCC
-1.91%
-1.90%
-1.87%
5.0'
BT-2
12
.
5
'
B
12
.
5
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12
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5
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12
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8
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9
2
100
7
.
8
4
10
0
7
.
8
2
1007.56 G
1007.81 TC
1007.81 TC
1007.56 G
1008.00 TC
1007.75 G
1008
.
1
4
T
C
1007
.
8
9
G
1008.98 TC
1008.73 G
100
8
.
7
0
T
C
100
8
.
4
5
G
1007.75 G
1008.00 TC
1007.91 G
1008.16 TC
1008.06 G
1008.31 TC
1008.22 G
1008.47 TC
1008.37 G
1008.62 TC
1008.52 G
1008.77 TC
1008.73 G
1008.98 TC
1
0
0
7
.
7
4
T
C
1
0
0
7
.
4
9
G
1
0
0
7
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8
9
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C
1
0
0
7
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6
4
G
1
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0
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4
9
G
1
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0
7
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7
4
T
C
1
0
0
7
.
6
4
G
1
0
0
7
.
8
9
T
C
1007.71 TC
1007.46 G
1007.71 TC
1007.46 G
LOT 75
LOT 58
LOT 30
LOT 31
LOT 32
LOT 33
10
0
8
.
7
8
T
C
10
0
8
.
6
1
G
10
0
8
.
6
6
G
10
0
8
.
9
7
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C
1
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0
9
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0
4
1
0
0
8
.
7
2
1
0
0
8
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6
7
1
0
0
8
.
8
5
1
0
0
8
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8
1
T
C
1
0
0
8
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6
1
G
1
0
0
8
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6
6
G
1
0
0
8
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9
6
T
C
10
0
9
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0
1
10
0
8
.
7
1
10
0
8
.
6
6
100
8
.
8
6
1008.19
1007.83
1007.77
1007.90
1007.8
5
T
C
1007.72G
1007.
7
8
G
1008.14TC
1007.98
1007.92
1007.97
1008.34
1008.3
2
T
C
100
7
.
9
2
G
1007.87G
1007.9
3
T
C
SE ZOEL LN
2
5
'
B
/
B
S
E
M
E
N
L
O
L
N
(
P
A
V
E
T
H
R
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U
G
H
)
S
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M
E
N
L
O
L
N
(
P
A
V
E
T
H
R
O
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G
H
)
2
5
'
B
/
B
25' B/B
RIM: 1007.89
RIM: 1008.45
1
3
.
2
'
B 1
2
.
9
'
B
1
2
.
5
'
C
1
2
.
5
'
C
12
.
6
'
C
1
2
.
5
'
C
1
1
.
8
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C
1
2
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5
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C
1
1
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9
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C
1
2
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5
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C
1
2
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0
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C
1
2
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5
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C
1
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.
1
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C
1
2
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5
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C
1
2
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3
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C
1
2
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5
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C
1
1
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6
'
C
1
1
.
6
'
C
1
2
.
5
'
C
1
2
.
5
'
C
15.0'
L-1
12.5'
L-1
12.3'
L-1
12.5'
L-1
12.5'
L-1
12.0'
L-1
12.5'
L-1
15.0'
L-1
1
4
.
2
'
L
-
1
1
2
.
3
'
L
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1
1
3
.
1
'
L
-
1
1
5
.
0
'
L
-
1
12.5'
C
12.5'
C
12.5'
C
12.5'
C
12.3'
BT-1
12.5'
BT-1
12.5'
BT-1
12.0'
BT-1
12.5'
C
12.5'
C
12.5'
C
12.5'
C
1
3
.
9
'
L
-
1
1
4
.
4
'
L
-
1
3.0'
ED
3.0'
ED
3.0'
ED
3.0'
ED
-
0
.
8
6
%
-
1
.
0
4
%
-
6
.
9
1
%
-0.8
5
%
-0.85%
-6
.
2
5
%
-
2
.
4
5
%
-0.85%
-0.88
%-1
.
0
0
%
-1.00%-5.91%-3.52%-
0
.
8
5
%
-
0
.
8
5
%
-1.00%-6.04%
-3.30%
-
1
.
0
0
%
-
1
.
0
0
%
S
P
E
C
I
A
L
S
H
A
P
I
N
G
7" PCC
7" PCC
7" PCC
-
8
.
2
2
%
-
1
.
1
1
%
-
1
.
3
3
%
-8
.
0
0
%
-1
.
3
3
%
-2
.
8
9
%
-6.00%-1.00%-4.70%
-3.53%-1.00%-6.45%
-
1
.
4
4
%
-0.78%
1008.87 G
1009.12 TC
1009.12 TC
1008.87 G
1009.02 G
1009.27 TC
1009.15 G
1009.40 TC
1009.27 G
1009.52 TC
1009.39 G
1009.64 TC
1009.50 G
1009.75 TC
1009.54 G
1009.79 TC
1009.51 G
1009.76 TC
1009.36 G
1009.61 TC
1009.27 TC
1009.02 G
100
9
.
3
5
T
C
100
9
.
1
0
G
1009.61 TC
1009.36 G1009.76 TC
1009.51 G
100
9
.
6
4
T
C
100
9
.
3
9
G
10
0
9
.
2
8
T
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10
0
9
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0
3
G
1
0
0
9
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0
7
T
C
10
0
8
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8
2
G
10
0
8
.
9
8
G
10
0
9
.
2
3
T
C
1
0
0
8
.
8
1
G
1
0
0
9
.
0
6
T
C
10
0
9
.
1
0
10
0
9
.
2
5
10
0
9
.
3
8
100
9
.
5
0
10
0
9
.
6
3
10
0
9
.
7
3
10
0
9
.
7
7
100
9
.
7
4
10
0
9
.
5
9
100
9
.
5
0
100
9
.
3
9
100
9
.
2
7
100
9
.
1
9
10
0
9
.
1
3
1009.10
10
0
9
.
1
4
1009.18
10
0
9
.
0
4
10
0
9
.
0
4
1009.04 TC
1008.79 G
1009.03 TC
1008.78 G
LOT 36
LOT 37
LOT 38
LOT 57
LOT 40
1009.29
1009.19
1009.24
1009.57
1009.52TC
1009.19G
1009.14G
1009
.
2
4
T
C
1009
.
1
6
T
C
1009.00G
1009.05G
1009.36TC
1009.41
1009.
1
0
1009.05
1009.21
SE HAWES LN
100
9
.
2
0
25' B/B
2
5
'
B
/
B
S
E
M
E
N
L
O
L
N
(
P
A
V
E
T
H
R
O
U
G
H
)
SE
M
E
N
L
O
L
N
(T
H
R
O
U
G
H
)
2
5
'
B
/
B
RIM: 1009.51
RIM: 1009.63
1
2
.
8
'
B
1
3
.
2
'
B
1
2
.
5
'
C
12
.
5
'
C
1
2
.
5
'
C
9
.
5
'
C
1
2
.
5
'
C
1
2
.
3
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C
1
2
.
5
'
C 1
2
.
5
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C
1
2
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5
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C
1
2
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5
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C
1
2
.
5
'
C
1
2
.
5
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C
1
2
.
5
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C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
1
2
.
5
'
C
12.5'
C
12.5'
C
12.5'
C
11.6'
C
12.5'
C
12.5'
C
12.2'
BT-1
12.5'
BT-1
12.5'
BT-1
12.5'
BT-1
12.2'
BT-1 12.1'
BT-1
15.0'
L-112.0'
L-111.8'
L-112.6'
L-112.5'
L-112.2'
L-112.5'
L-115.0'
L-1
15
.
0
'
L-
1
1
3
.
0
'
L
-
1
1
2
.
3
'
L
-
1
1
3
.
4
'
L
-
1
1
3
.
3
'
L
-
1
1
3
.
6
'
L
-
1
3.0'
ED
3.0'
ED3.0'
ED
3.0'
ED
1009.40 TC
1009.15 G
HP
-5
.
3
5
%
-0
.
8
6
%
-
3
.
0
7
%
-0.85%
-0.85
%
-1
.
7
3
%
-
0
.
8
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1006.97 TC
1006.72 G
1006.97 TC
1006.72 G
1007.27 TC
1007.02 G
1006.66 TC
1006.41 G
1005.22 TC
1004.72 G
1005.90 TC
1005.40 G
1006.14 TC
1005.64 G
1005
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1007.27 TC
1006.41 G
1006.66 TC
1005.64 G
1006.14 TC
1005.40 G
1005.90 TC
1004.72 G
1005.22 TC 10
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LOT 38
25
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RIM: 1005.17
RIM: 1007.92
15.0'
B
15.0'
B
14.0'
BT-2
14.0'
L-2
14.0'
BT-2
13.0'
L-2
13.0'
L-2
14.0'
L-2
14.5'
L-1
15.0'
L-1
13.0'
L-2
13.0'
L-2
14.0'
L-2
14.5'
L-1
14.5'
L-1
14.0'
L-2
13.0'
L-2
13.0'
L-2
5.3'
BT-2
5.3'
BT-2
9.
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3.
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3.
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SPECIAL SHAPING
1006.32 TC
1006.07 G
1006.32 TC
1006.07 G
1006.67
1006.69
7" PCC 8" PCC
-1.80%
-1.80%
-1.80%
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CITY OF WAUKEE RISER CITY OF WAUKEE UTILITY SERVICE LOCATIONS
CITY OF WAUKEE HYDRANT
CITY OF WAUKEE UTILITY SERVICE LOCATIONS
CITY OF WAUKEE CURB DETAILS CITY OF WAUKEE FLARED END SECTION CITY OF WAUKEE SUBDRAINS
°
4
C800
CITY OF WAUKEE WATER SERVICE CONNECTION
°
1.5"
Pavement width varies
6'
6'
Street light
pole
10' Min.Right-of-way (varies) (A)
3'4'3'
Gas
(B,F)
Sanitary sewer (B,F)
Street light cable/
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Storm sewer
(C,F)
3'4'3'
10' Min.
4' min.
Tele/
CATV
(Alt.)
(B,F)
Water main
(B,D,F)
6' min. (D)
1'
0" TO 6"
°
9
C800
ST-24, SW-513 OUTLET STRUCTURE
MINIMUM PIPE
BURIAL DEPTH
PER PIPE
MANUFACTURER
RECOMMENDATION
4"MIN. ON 8" - 24"
6"MIN. ON 30"
8"MIN THICKNESS
GUIDELINE
12"-30" DRAIN BASIN
9
C800
NYLOPLAST DRAIN BASIN DETAIL
SOUTH PROFILE VIEW
PLAN VIEW
TOP ELEV=998.10
9"H X 5"W
INLET ELEV=994.60
OPEN W
DETENTION BASIN
12" RCP PIPE
6'
0.5'
0.25'
0.25'
0.5'
6'
12" RCP PIPE
WITH 8-3/4"
ORIFICE PLATE
INV=991.92 W
INV=991.82
48" RCP PIPE
INV=991.82 E
INV=992.00 INV=991.92 W
CENTER STRUCTURE
ACCESS OVER RISER
AND WEIR OPENING
48" RCP PIPE
6'
NOT TO SCALE
10
C800
CLUSTER MAILBOX PAD DETAIL
2%
M
A
X
6"6"
5'
INLET ELEV=996.85
OPEN N, S
SEE SUDAS 6010.513
FOR REINFORCING AND
INLET
8-3/4" DIA ORIFICE PLATE
3'
5'5'
4'
5' WIDE INLET
4' WIDE INLET
SECTION VIEW
END VIEW
3"
6"
3'
-
6
"
1'-8"
3'
-
6
"
VARIES TO MATCH
WIDTH OF END SECTION
CONCRETE FOOTING
5
8" HOLES
RESTRICTOR PLATE
FLARED END SECTION
SEE PLAN FOR SIZESST-24A= 8-3/4" DIA
(NOT TO SCALE)
DRILL 5
8"
HOLES FOR
1
2" BOLTS
3"x3"x3"x1
4" ANGLE
WITH 5
8" HOLE FOR 1
2" BOLT.
WELD TO RESTRICTOR PLATE.
1
4" RESTRICTOR PLATE.
GALVANIZE AFTER ANGLE
BRACKET WELDS.
CONCRETE
FOOTING
NOT TO SCALE
10
C800
CIRCULAR ORIFICE PLATE DETAIL (ST-24A)
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Maple Grove
Elevation Concepts
Some of the plans on the
following pages are subject
to stone/brick height
adjustments on renderings
to maintain 25% stone ratio
on front of unit
Stone % ratio is calculated by taking
area of front elevation excluding roof,
garage doors, front door and windows
25% Stone/Brick
75% Hardie Siding
Plans to have minimum
1,400 sq ft of finish.
Any ranch plans below
1,400 sq ft on main
floor will include
basement finish to
meet minimum.
Elevations will be modified for
units with the same plan that
are next door. Elevation
variations would include one
design element change such
as: Roof line, dormers
additions or removal, change
in dormer style, stone
locations, porch additions,
garage location or other
design elements.
Maple Grove Place
Edina Plan
1 BR Main
Some features on
renderings may be
upgrades to listed price.
elementhomes.com
515-491-4319
mike@elementhomes.com
Main Floor:
965 sq. ft.
1 Bedrooms
1.5 Baths
Lower Level
680 sq. ft.
2 Bedrooms
1 Baths
30’ Wide
Main Floor:
1,151 sq. ft.
2 Bedrooms
2 Baths
Lower Level:
853 sq. ft.
2 Bedrooms
2 Baths
38’ Wide
Maple Grove Place
Geneva Plan
2 BR Main
Some features on
renderings may be
upgrades to listed price.
elementhomes.com
515-491-4319
mike@elementhomes.com
Main Floor:
1,356 sq. ft.
2 Bedrooms
2 Baths
Lower Level
830 sq. ft.
2 Bedrooms
1 Baths
39’ Wide
Maple Grove Place
Westbury Plan
2 BR Main
Some features on
renderings may be
upgrades to listed price.
elementhomes.com
515-491-4319
mike@elementhomes.com
Main Floor:
1,356 sq. ft.
2 Bedrooms
2 Baths
Lower Level
830 sq. ft.
2 Bedrooms
1 Baths
39’ Wide
Maple Grove Place
Westbury Plan
3 BR Main
Some features on
renderings may be
upgrades to listed price.
elementhomes.com
515-491-4319
mike@elementhomes.com
Main Floor:
1,417 sq. ft.
2 Bedrooms
2 Baths
Opt.
Lower Level:
917 sq. ft.
2 Bedrooms
2 Baths
40’ Wide
Maple Grove Place
Baker Plan
2 BR Main
Some features on
renderings may be
upgrades to listed price.
elementhomes.com
515-491-4319
mike@elementhomes.com
Main Floor:
1,602 sq. ft.
3 Bedrooms
2 Baths
Opt. LL
940 sq. ft.
2 Bedrooms
1 Baths
40’ Wide
Maple Grove Place
Baker Plan
3 BR Main
Some features on
renderings may be
upgrades to listed price.
elementhomes.com
515-491-4319
mike@elementhomes.com
Above Grade:
1,500 sq. ft.
Main Floor:
715 sq. ft.
Second Floor
785 sq. ft.
3 Bedrooms
2 Baths
29’ Wide
Maple Grove Place
Sierra Plan
3 BR
Some features on
renderings may be
upgrades to listed price.
Slab –No Basement
elementhomes.com
515-491-4319
mike@elementhomes.com
Above Grade:
1,608 sq. ft.
Main Floor:
730 sq. ft.
Second Floor
878 sq. ft.
3 Bedrooms
2 Baths
28’ Wide
Maple Grove Place
Aspen Plan
3 BR
Some features on
renderings may be
upgrades to listed price.
Slab –No Basement
elementhomes.com
515-491-4319
mike@elementhomes.com
dynastyhomes.com
515-491-4319
mike@dynastypartners.com
Hudson Plan
3BR
Some features on
renderings may be
upgrades to listed price.
Above Grade:
1,662 sq. ft.
ELEMENT
COLLECTION Main Floor:
682 sq. ft.
Second Floor
980 sq. ft.
3 Bedrooms
2 Baths
29’ Wide
Maple Grove Place
Hudson Plan
3 BR
Some features on
renderings may be
upgrades to listed price.
Slab –No Basement
elementhomes.com
515-491-4319
mike@elementhomes.com
Above Grade:
1,725 sq. ft.
Main Floor:
757 sq. ft.
Second Floor
968 sq. ft.
4 Bedrooms
2 Baths
32’ Wide
dynastyhomes.com
515-491-4319
mike@dynastypartners.com
Hudson Plan
3BR
Some features on
renderings may be
upgrades to listed price.
ELEMENT
COLLECTIONMaple Grove Place
Newberry Plan
4 BR
Some features on
renderings may be
upgrades to listed price.
Basement Finish Available
elementhomes.com
515-491-4319
mike@elementhomes.com
Above Grade:
1,774 sq. ft.
Main Floor:
806 sq. ft.
Second Floor
968 sq. ft.
3 Bedrooms
2 Baths
28’ Wide
dynastyhomes.com
515-491-4319
mike@dynastypartners.com
Hudson Plan
3BR
Some features on
renderings may be
upgrades to listed price.
ELEMENT
COLLECTIONMaple Grove Place
Aiden Plan
3 BR
Some features on
renderings may be
upgrades to listed price.
Basement Finish Available
elementhomes.com
515-491-4319
mike@elementhomes.com
Above Grade:
1,835 sq. ft.
Main Floor:
835 sq. ft.
Second Floor
1,000 sq. ft.
3 Bedrooms
2 Baths
32’ Wide
dynastyhomes.com
515-491-4319
mike@dynastypartners.com
Hudson Plan
3BR
Some features on
renderings may be
upgrades to listed price.
ELEMENT
COLLECTIONMaple Grove Place
Dakota Plan
3 BR
Some features on
renderings may be
upgrades to listed price.
Basement Finish Available
elementhomes.com
515-491-4319
mike@elementhomes.com