HomeMy WebLinkAbout2026-04-20 I07A-B Villas at Kettlestone_Final Plat, Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 20, 2026
AGENDA ITEM: Consideration of approval of resolution approving a final plat and site plan for
The Villas at Kettlestone
FORMAT: Resolutions
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a final plat and site
plan for a villa-style townhome residential development. The property is
located north of SE Esker Ridge Drive and west of SE Parkview Crossing
Drive, containing 7.90-acres. The property is zoned R-4, Row Dwelling and
Townhome Dwelling District with a Planned Development Overlay.
The property was recently rezoned to allow for individual lots, rather than just
one large lot. Several of the units are already under construction and almost
completed under the previously approved site plan. The proposed site plan is
mostly the same as what was previously approved, but instead of the
previously approved clubhouse, another villa unit is proposed. A pool is still
planned as well as a restroom building for the pool.
The site plan includes 30 detached villa-style townhome units, a pool and a
restroom building associated with the pool. Each of the villa units is on its
own lot, to be individually owned. The common areas will be on an outlot to
be owned and maintained by the homeowner’s association.
The final plat includes 30 lots and one outlot. The outlot is 4.5-acres in area.
The final plat also includes ingress/egress easements to provide access
throughout the development.
One access is provided into the site off of SE Esker Ridge Drive. This access
will remain. The private street within the development is currently named SE
Vintage Lane. The applicant is proposing to change the name to SE Stonegate
Court.
A total of 66 parking spaces are required, they are providing 126 spaces,
including 1 accessible stall.
Five-foot-wide sidewalks exist adjacent to the site along both SE Esker Ridge
Drive at the south and SE Tallgrass Lane at the north. A pedestrian connection
will be provided into the site along the driveway access provided off of SE
Esker Ridge Drive. Sidewalks will also be provided interior to the site.
Utilities have already been extended into the site. All utilities within the site
will be privately owned and maintained. Storm water detention is provided in
a regional detention basin located to the east, which is owned and maintained
by the City of Waukee.
I7A-B
A minimum of 20% of the site is required to be open space, they are providing
39%. They are providing the required amount of plantings. Landscape buffers
will be provided along all sides of the site. Streetlights will be provided along
the private street throughout the development. The submitted photometric plan
meets lighting requirements.
The building elevations will match what was previously approved with the
original site plan. The building materials include hardboard siding, asphalt
shingles, stucco, and brick or stone.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the final plat and site plan request at their meeting on April 14,
2026, and recommended approval:
Approval of a Final Plat and Site Plan for The Villas at Kettlestone
Melissa DeBoer, Planning Coordinator, introduced the request for approval of a final plat and site plan
for a residential, villa-style development, as requested by HZB Enterprises LLC, and represented by
Jason Ledden of Snyder & Associates, Inc.
The property is located within the Kettlestone Corridor and includes 7.90-acres. The property is
located north of SE Esker Ridge Drive and west of SE Parkview Crossing Drive. The property was
recently rezoned to allow for individual lots for each of the existing and proposed units in lieu of the
existing co-op development. Several of the units are already under development under the previously
approved site plan. The proposed site plan is mostly the same as the previously approved site plan, but
instead of the previously approved clubhouse, there will be another villa unit. A pool is still planned as
well as a restroom building for the pool.
The site plan includes the construction of 30 detached villa-style townhome units, a pool and a
restroom building associated with the pool. Each of the villa units will be on its own lot, to be
individually owned. The common areas, including the pool, pool restroom building, private street,
parking areas, etc. will be on an outlot to be owned and maintained by the homeowner’s association.
The final plat identifies 30 lots and one outlot. Each villa unit is included within one lot. The outlot is
4.50- acres in area and includes all the common areas to be owned and maintained by the
homeowner’s association. The final plat also includes ingress/egress easements to provide access
throughout the development.
One access is provided into the site from SE Esker Ridge Drive. This access will remain as originally
approved. The private street within the development is currently named SE Vintage Lane. The
applicant is proposing to change the name to SE Stonegate Court. A total of 66 parking spaces are
required for the proposed project and a total of 126 spaces are provided, including one accessible
parking stall.
Five-foot-wide sidewalks exist along both SE Esker Ridge Drive at the south side of the site and SE
Tallgrass Lane at the north side of the site. A private sidewalk connection will be provided onto the
site along the driveway access provided from SE Esker Ridge Drive. Private sidewalks are shown
interior to the site to provide pedestrian access across the site.
Utilities have already been extended into the site. All utilities throughout the site will be privately
owned and maintained. Storm water detention will be provided for in a regional detention basin
located to the east. The regional basin is owned and maintained by the City of Waukee.
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed with the site plan is 39%. Plantings are being provided throughout the site in compliance
with the Landscape & Open Space Ordinance and the Kettlestone Design Guidelines. Landscape
buffers are provided along all sides of the site.
The elevations of the buildings are proposed to match what was previously approved with the original
site plan. The building materials include hardboard siding, asphalt shingles, stucco, and brick or stone.
A photometric plan for the site lighting has been submitted and complies with the requirements of the
Site Plan Ordinance and the Kettlestone Design Guidelines. Streetlights will be provided along the
private street throughout the development.
All proposed easements have been indicated on the final plat. Most easements are already in place
from the previously approved plans. A few new private easements are proposed for the private utilities
across the site. Parkland dedication requirements were previously satisfied with the original plans with
a fee in lieu of land dedication.
The Kettlestone Master Plan identifies the subject property for office development. In 2016, the
subject property was rezoned to K-OF as part of the larger Shops at Kettlestone North rezoning. Since
the original rezoning, the area surrounding the subject property has changed significantly. To the east
there is a rapidly growing office development and to the south is the planned KeeTown Loop
entertainment district which includes entertainment, commercial/retail, and restaurant uses. The
Kettlestone Master Plan was adopted with the intent to be flexible in the land uses within the district.
The diversity of growth within this area and the existing adjoining residential uses to the west are
compatible with the proposed project.
The proposed final plat and site plan are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, Site Plan Ordinance, Kettlestone Master Plan, and Planned Development. Staff
recommends approval of the final plat and site plan subject to any remaining staff comments and
review of the legal documents.
Discussion as follows:
• Matthew Graham of 2665 SE Willow Brook Drive, spoke regarding trees he has planted on his
property adjacent to this development, and inquired if the trees in the landscape buffer could
be altered to not affect his trees and shading in his yard
• Graham stated that he had previous discussions regarding this issue
• General discussion of landscape buffer requirements and possible alternatives
• Jason Ledden, representing HZB Enterprises, responded and indicated they would be willing
to work with the resident
• Confirmation from Commissioners to continue the conversation with Graham and document
with a formal agreement if needed
Motion by Commissioner Bankole for Approval of a Final Plat for The Villas at Kettlestone, seconded
by Commissioner Lohse. Ayes: Streit, Bankole, Beenken, Lohse, and Tuel. Nays: None. Motion
carried.
Motion by Commissioner Streit for Approval of a Site Plan for The Villas at Kettlestone, seconded by
Commissioner Tuel. Ayes: Streit, Bankole, Beenken, Lohse, and Tuel. Nays: None. Motion carried.
RECOMMENDATION: Approve the resolutions
ATTACHMENTS: I. Proposed Resolutions
II. Staff Report
III. Site Plan
IV. Final Plat
V. Building Elevations
PREPARED BY: Melissa DeBoer, Planning Coordinator
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2026-
APPROVING THE FINAL PLAT FOR THE VILLAS AT KETTLESTONE
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, HZB ENTERPRISES LLC, has requested final plat approval of The Villas at Kettlestone (the
“Plat”); AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on April
14, 2026, subject to remaining staff comments and review of the legal documents; AND,
WHEREAS, the Final Plat for The Villas at Kettlestone and the documents relating thereto will comply with
Section §176 – Subdivision Regulations of the Waukee Municipal Code.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 20th day
of April, 2026, that the Final Plat for The Villas at Kettlestone be and the same is hereby accepted and approved
by the City Council of the City of Waukee.
BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements and
documents to be filed with the Plat:
1. Private Storm Sewer Easement; and
2. Private Sanitary Sewer Easement
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Kala Anderson
Chris Crone
Rob Grove
Lori Lyon
Anna Bergman Pierce
THE CITY OF WAUKEE, IOWA
RESOLUTION 2026-
APPROVING THE SITE PLAN FOR THE VILLAS AT KETTLESTONE
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 The Villas at Kettlestone, subject to remaining staff comments on April 14,
2026; AND,
WHEREAS, the Site Plan for The Villas at Kettlestone is in general conformance with §160 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for The Villas at Kettlestone 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 20th day of April, 2026, that the Site Plan for The Villas at Kettlestone is approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Kala Anderson
Chris Crone
Rob Grove
Lori Lyon
Anna Bergman Pierce
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: The Villas at Kettlestone – Final Plat
and Site Plan
PREPARED BY: Melissa DeBoer, AICP – Planning
Coordinator
REPORT DATE: April 10, 2026
MEETING DATE: April 14, 2026
GENERAL INFORMATION
Owner/Applicant: HZB ENTERPRISES LLC
Owner’s Representative: Jason Ledden, PE with Snyder & Associates, Inc
Request: The applicant is requesting approval of a final plat
and site plan for a residential, villa-style development.
Location and Size: Property is located north of SE Esker Ridge Drive and
west of SE Parkview Crossing Drive, containing
approximately 7.90-acres.
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
April 10, 2026
2 of 3
LAND USES AND ZONING
Location Existing Land Use Kettlestone Master Plan Current Zoning
Property in
Question
Under Construction
– Single-Family
Residential
Office R-4 (Row Dwelling and Townhome
Dwelling District) with a Planned
Development Overlay
North Single-Family
Residential
Rowhouse Residential R-2 (One and Two-Family Residential
District) with a Planned Development
Overlay
South Vacant –
Undeveloped
Retail Community K-RC (Kettlestone Retail Community
District) with a Planned Development
Overlay
East Vacant –
Undeveloped
Office K-OF (Kettlestone Office District)
West Single-Family
Residential
Single-Family
Residential
R-2 (One and Two-Family Residential
District)
BACKGROUND
The property is located within the Kettlestone Corridor and includes 7.90-acres. The property is located north of SE
Esker Ridge Drive and west of SE Parkview Crossing Drive. The property was recently rezoned in order to allow for
individual lots for each of the existing and proposed units in lieu of the existing co -op development. Several of the units
are already under development under the previously approved site plan. The proposed site plan is mostly the same as
the previously approved site plan, but instead of the previously approved clubhouse, there will be another villa unit. A
pool is still planned as well as a restroom building for the pool.
PROJECT DESCRIPTION
The site plan includes the construction of 30 detached villa-style townhome units, a pool and a restroom
building associated with the pool. Each of the villa units will be on its own lot, to be individually owned. The
common areas, including the pool, pool restroom building, private street, parking areas, etc. will be on an
outlot to be owned and maintained by the homeowner’s association.
The final plat identifies 30 lots and one outlot. Each villa unit is included within one lot. The outlot is 4.50-
acres in area and includes all of the common areas to be owned and maintained by the homeowner’s
association. The final plat also includes ingress/egress easements to provide access throughout the
development.
ACCESS AND PARKING
One access is provided into the site off of SE Esker Ridge Drive. This access will remain as originally approved.
The private street within the development is currently named SE Vintage Lane. The applicant is proposing to
change the name to SE Stonegate Court.
A total of 66 parking spaces are required for the proposed project and a total of 126 spaces are provided,
including 1 accessible parking stall.
SIDEWALKS/TRAILS
Five-foot-wide sidewalks exist along both SE Esker Ridge Drive at the south side of the site and SE Tallgrass
Lane at the north side of the site. A private sidewalk connection will be provided into the site along the
driveway access provided off of SE Esker Ridge Drive. Private sidewalks are shown interior to the site in order
to provide pedestrian access across the site.
April 10, 2026
3 of 3
UTILITIES
Utilities have already been extended into the site. All utilities throughout the site will be privately owned and
maintained. Storm water detention will be provided for in a regional detention basin located to the east. The
regional basin is owned and maintained by the City of Waukee.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed with the site plan is 39%. Plantings are being provided throughout the site in compliance with the
Landscape & Open Space Ordinance and the Kettlestone Design Guidelines. Landscape buffers are provided
along all sides of the site.
ELEVATIONS
The elevations of the buildings are proposed to match what was previously approved with the original site
plan. The building materials include hardboard siding, asphalt shingles, stucco, and brick or stone.
LIGHTING PLAN
A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan
Ordinance and the Kettlestone Design Guidelines. Streetlights will be provided along the private street
throughout the development.
EASEMENTS
All proposed easements have been indicated on the final plat. Most easements are already in place from the
previously approved plans. A few new private easements are proposed for the private utilities across the site.
PARKLAND DEDICATION
Parkland dedication requirements were previously satisfied with the original plans with a fee in lieu of land
dedication.
COMPREHENSIVE PLAN
The Kettlestone Master Plan identifies the subject property for office development. In 2016, the subject
property was rezoned to K-OF as part of the larger Shops at Kettlestone North rezoning. Since the original
rezoning, the area surrounding the subject property has changed significantly. To the east is a rapidly growing
office development and to the south is the planned KeeTown Loop entertainment district which includes
entertainment, commercial/retail, and restaurant uses. The Kettlestone Master Plan was adopted with the
intent to be flexible in the land uses within the district. The diversity of growth within this area and the
existing adjoining residential uses to the west are compatible with the proposed project.
STAFF RECOMMENDATION
The proposed final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision
Ordinance, Site Plan Ordinance, Kettlestone Master Plan, and Planned Development. Staff recommends
approval of the final plat and site plan subject to any remaining staff comments and review of the legal
documents.
SE ESKER
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SITE PLAN
FOR
THE VILLAS AT KETTLESTONE PLAT 1
CITY OF WAUKEE, DALLAS COUNTY, IOWA
VICINITY MAP
PROJECT LOCATION
SCALE: 1"=1000'
OWNER/DEVELOPER
HZB ENTERPRISES LLC
2864 NW 104 ST
URBANDALE, IOWA 50322
CONTACT: DAVE ASCHOFF
PHONE: (515) 865-4657
ENGINEER
SNYDER & ASSOCIATES, INC
2727 SW SNYDER BLVD
ANKENY, IOWA 50023
PHONE: (515) 964-2020
PROJECT MANAGER: JASON LEDDEN, PE
ERIN GRIFFIN, PLS
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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.
Jason A. Ledden, P.E.Date
License Number P24117
My License Renewal Date is December 31, 2026
Pages or sheets covered by this seal:
JASON A.
LEDDEN
P24117
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AIOW
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SHEETS C100-C503
Sheet List Table
Sheet Number Sheet Title
C100 TITLE SHEET
C101 PROJECT INFORMATION
C200 DEMOLITION PLAN
C300 DIMENSION AND UTILITY PLAN
C400 GRADING & EROSION CONTROL PLAN
C500 PLANTING PLAN
PROPERTY DESCRIPTION
LOT 1 OF VINTAGE ESTATES OF WAUKEE PLAT 1, AN OFFICIAL PLAT NOW INCLUDED IN
AND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA.
ZONING
R-4/PD-1(BK 2021, PG 27620): ROW DWELLING & TOWNHOME DWELLING
DISTRICT/VINTAGE ESTATES PUD
BULK REGULATIONS
FRONT YARD SETBACK = 30'
REAR YARD SETBACK = 30'
SIDE YARD SETBACK = 10'
MAXIMUM DENSITY = 4 UNITS/ACRE
MAXIMUM HEIGHT = 40'
MINIMUM FLOOR AREA = 1,350 SF
PARKING REQUIREMENTS
2 SPACES PER 1 UNITS
30 UNITS X 2 = 60 SPACES REQUIRED
2 SPACES IN GARAGE AND 2 SPACES IN DRIVEWAY PER UNIT = 120 SPACES
VISITOR PARKING SPACE REQUIREMENTS = 1 SPACE PER 5 UNITS
30 UNITS/ 5 UNITS X 1 SPACE = 6 SPACES REQUIRED
6 SPACES PROVIDED INCLUDING 1 HANDICAP
STALL
TOTAL SPACES PROVIDED = 126 SPACES PROVIDED INCLUDING 1
HANDICAP STALL
AREA
7.90 AC (343,965 S.F.)
COMMON IMPERVIOUS AREA: 9,985 SF
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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
○
122
5
X 1225.25
●
X122
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
UTILITY CONTACT INFORMATION
UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM
THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552105375.
CO1-COMMUNICATION CENTURY LINK
SADIE HULL
918-547-0147
SADIE.HULL@LUMEN.COM
UE1-UNDERGROUND ELECTRIC MIDAMERICAN ENERGY
JAMIE NEER
515-252-6972
MECDSMDESIGNLOCATES@MIDAMERICAN.COM
G-1-NATURAL GAS MIDAMERICAN ENERGY
CHARLES LARSEN
515-252-6972
CHARLES.LARSEN@MIDAMERICAN.COM
W1-WATER MAIN WAUKEE, CITY OF
S1-SANITARY SEWER TIM ROYER
ST1- STORM SEWER 515-978-7920
TROYER@WAUKEE.ORG
CONTROL POINTS
IOWA SOUTH STATE PLANE COORDINATE SYSTEM
NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET
CP100 N=577071.89 E=1542829.15 Z=1045.20
SET CUT "X" ON TOP CURB AT DOUBLE BACK OF CURB INTAKE
LOCATED SOUTH SIDE SE ESKER RIDGE DR., +-60' WEST OF
CENTERLINE SE PARKVIEW CROSSING DR. (AS SHOWN ON
SURVEY)
CP101 N=577090.55 E=1542487.89 Z=1048.78
SET CUT "X" ON TOP CURB, SOUTH SIDE SE ESKER RIDGE DR.,
LOCATED AT MID RAD ACROSS FROM HYDRANT. (AS SHOWN ON
SURVEY)
CP102 N=576839.19 E=1542140.13 Z=1046.85
SET CUT "X" TOP CURB, WEST EDGE SE WILLOWBROOK DR.,
LOCATED +-15' NW OF CENTERLINE CENTERLINE AT MIDRAD. (AS
SHOWN ON SURVEY)
CP103 N=577711.78 E=1542175.21 Z=1050.29
SET CUT "X" TOP CURB, SOUTH SIDE SE TALLGRASS LN. LOCATED
AT NE CORNER PROPERTY 600 SE TALLGRASS LN. (AS SHOWN
ON SURVEY)
CP104 N=577888.79 E=1542929.93 Z=1032.58
SET CUT "X" TOP CURB, NE QUAD TALLGRASS LN. AND SE
PARKVIEW CROSSING DR. AT STORM CLEANOUT. (AS SHOWN ON
SURVEY)
BENCHMARKS
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A)
IARTN DERIVED - US SURVEY FEET
BM500 ELEV=1048.47
NE BURY BOLT ON HYDRANT, LOCATED AT 1ST HYDRANT WEST
OF SE PARKVIEW CROSSING DR., NORTH SIDE OF ESKER DR. (AS
SHOWN ON SURVEY)
BM501 ELEV=1035.92
SW BURY BOLT ON HYDRANT, LOCATED 1ST HYDRANT SOUTH OF
SE TALLGRASS LN., WEST SIDE OF SE PARKVIEW CROSSING DR
(AS SHOWN ON SURVEY)
DATE OF SURVEY
AUGUST 27TH, 2021
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".
GENERAL NOTES
A. 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.
B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE 2025 WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2026 STATEWIDE URBAN DESIGN AND SPECIFICATIONS AND THE SOILS
REPORTS PREPARED BY OTHERS.
C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF
STRUCTURE.
D. 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. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED
LANE CLOSURE.
E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO
NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR
HOLIDAY WORK.
F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND
COMPACT TO 95% MAXIMUM DENSITY.
G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS
SHALL GOVERN.
H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED
ACCORDINGLY ON THE AS-BUILT DOCUMENTS.
I. 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. CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED
WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS.
J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO
THE PROJECT TO AN APPROVED OFF-SITE WASTE SITE.
K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MEET SUDAS
SPECIFICATION SECTION 2010 FOR TOPSOIL.
L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB
(GUTTER), UNLESS OTHERWISE NOTED.
M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND
SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE
WORK.
O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT 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.
P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES
WITH UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION.
Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER
SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER.
O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE
WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET.
R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO
CONSTRUCTION ACTIVITIES BEGINNING.
S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING
PEDESTRIAN FACILITIES.
T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE
COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO CONSTRUCTION.
U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED
APPROVAL IN WRITING BY THE COMMUNITY DEVELOPMENT DEPARTMENT.
V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE
SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF
WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED.
W. ALL CONSTRUCTION TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL.
X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT
BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION
JOINTS SHALL BE SEALED.
Y. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL
WITNESS ALL TESTING.
Z. CONTRACTOR SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM
CONCRETE OPERATIONS TO DISCHARGE OFFSITE.
AA. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND
CITY OF WAUKEE PUBLIC WORKS SHALL WITNESS ALL TIE-INS.
BB. THE COOP ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS, MONUMENT SIGN
AND ALL PRIVATE UTILITIES WITHIN THE DEVELOPMENT.
CC. ALL FIRE HYDRANTS TO HAVE 5 INCH STORZ FITTINGS.
DD. CONTRACTOR TO INSTALL STREET BLADE SIGNS FOR PRIVATE STREETS AT THE TIME VERTICAL CONSTRUCTION BEGINS.
BM500
BM501
100
101
103
104
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Concrete
Sidewalk
Planter
Area
Wood
Fence
Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP N
Intake=1032.45
F.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
The Estates Of
Waukee Large
Sign
For Sale
Sign
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Notice Of
Rezoning
Sign
For Sale
Sign
Notice Of
Rezoning
Sign
For Sale
Sign
Notice Of
Rezoning
Sign
Transformer
MidAmerican
Transformer
MidAmerican
15' Private Storm Sewer and
Overland Flowage Easement
10' PUE
10' PUE
10' PUE
45' Public
Ingress/Egress
Easement
15' Private Overland
Flowage Easement
15' Private
Overland Flowage
Easement
15' Private Overland
Flowage Easement
20' Private Overland Flowage Easement
20' Private Overland Flowage Easement
10' PUE
10' PUE
45' Public Ingress/Egress Easement
5' Public Gas
Easement
5' Public Gas Easement
15' Private Overland
Flowage Easement
5' Public Gas
Easement
54' Public Ingress
Egress Easement
5' Electrical
Easement
5' Electrical Easement
5' Electrical Easement
SE
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N83°56'08"E 411.
6
4
'
M
N83°41'41"E 411.
6
4
'
P
C1
C2
C3
C4
C5
N37°28'27"E 62.82' M
S37°14'00"W 62.82' P
N0
°
3
3
'
1
9
"
E
7
9
2
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7
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M
N0
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1
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5
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30
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30'
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30
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25' Landscape
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25' Landscape
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Outlot 'X
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Plat 4
Existing 25' Landscape
Buffer Easement
(Bk 2017, Pg 3270)
Existing 15' Sanitary
Sewer Easement
(Bk 2017, Pg 3264)
Existing 20' Storm
Sewer Easement
(Bk 2018, Pg 14402)
Existing 25' Landscape Buffer Easement
(Bk 2017, Pg 3270)
Existing 10' P.U.E.
(Bk 2017, Pg 3269)
4,571 SF
0.10 AC
23
4,592 SF
0.11 AC
24
4,486 SF
0.10 AC
25
4,340 SF
0.10 AC
18
5,988 SF
0.14 AC
21
4,299 SF
0.10 AC
29
4,319 SF
0.10 AC
28
4,257 SF
0.10 AC
27
4,319 SF
0.10 AC
26
4,445 SF
0.10 AC
1
4,551 SF
0.10 AC
2
4,530 SF
0.10 AC
3
4,593 SF
0.11 AC
4
4,572 SF
0.10 AC
5
4,593 SF
0.11 AC
6
4,530 SF
0.10 AC
7
4,622 SF
0.11 AC
12
6,766 SF
0.16 AC
15
5,069 SF
0.12 AC
8
5,292 SF
0.12 AC
9
5,217 SF
0.12 AC
10
5,193 SF
0.12 AC
11
4,942 SF
0.11 AC
13
5,563 SF
0.13 AC
14
5,764 SF
0.13 AC
16
4,881 SF
0.11 AC
17
5,741 SF
0.13 AC
20
4,568 SF
0.10 AC
19
6,022 SF
0.14 AC
22
1C1C1C1C
1A
1A
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DIMENSION PLAN CONSTRUCTION NOTES
1. PROTECT THE FOLLOWING SITE FEATURES:
A.EXISTING UTILITY. ADJUST AS NECESSARY TO ALLOW FOR CONSTRUCTION. VERIFY LOCATION, ELEVATION AND MINIMUM COVER
REQUIREMENTS PRIOR TO CONSTRUCTION.
B.EXISTING PAVEMENT.
C.EXISTING BUILDING.
2.DEMOLITION, REMOVE THE FOLLOWING:
A.REMOVE EXISTING PARKING STALLS. REPLACE WITH 3" ROLLED CURB.
B.REMOVE AND RELOCATE EXISTING STREET LIGHT.
C.REMOVE EXISTING SANITARY SERVICE. ABANDONED AT MAIN.
D.REMOVE EXISTING STORM CASTING AND REPLACE WITH SW-604 CASTING. ADJUST RIM TO GRADE.
E.REMOVE EXISTING STORM INTAKE AND PIPE TO LIMITS SHOWN.
F.REMOVE EXISTING 6" WATER SERVICE. ABANDONED AT MAIN.
POOL
101.1
102.1
103.1
FD
FDFD
BM500
BM501
100
101
103
104
ConcreteSE Tallgrass Lan
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Concrete
Sidewalk
Planter
Area
Wood
Fence
Concrete
Sidewalk
Rim=1034.41
F.L.=1021.09 8" TRUSS NE
F.L.=1021.09 8" TRUSS W
Rim=1036.72
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Rim=1035.69
F.L.=1030.89 18" RCP W
F.L.= 1030.89 18" RCP E
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1034.98
F.L.=1031.53 15" RCP S
Rim=1033.15
F.L.=1026.19 15" RCP W
F.L.= 1026.19 18" RCP SE
Intake=1032.45
F.L.=1028.30 15" RCP N
Intake=1032.45
F.L.=1028.80 15" RCP S
Intake=1033.18
F.L.=1026.14 24" RCP NE
Intake=1032.41
F.L.=1025.49 24" RCP SW
F.L.=1025.28 18" RCP NW
F.L.=1025.14 24" RCP E
Intake=1032.54
F.L.=1024.65 24" RCP W
Intake=1034.10
F.L.=1030.05 15" RCP E
Intake=1034.16
F.L.=1029.66 15" RCP W
Intake=1039.00
F.L.=1034.95 15" RCP E
Intake=1038.98
F.L.=1034.54 15" RCP W
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Concrete
Sidewalk
The Estates Of
Waukee Large
Sign
For Sale
Sign
Rim=1045.40
F.L.=1040.61 15" RCP W
F.L.= 1040.21 18" RCP SE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Rim=1032.95
F.L.=1018.34 8" TRUSS N
F.L.=1018.73 8" TRUSS SE
F.L.=1018.14 8" TRUSS E
F.L.=1018.14 8" TRUSS W
Notice Of
Rezoning
Sign
For Sale
Sign
Notice Of
Rezoning
Sign
For Sale
Sign
Notice Of
Rezoning
Sign
Transformer
MidAmerican
Transformer
MidAmerican
15' Private Storm Sewer and
Overland Flowage Easement
10' PUE
10' PUE
10' PUE
45' Public
Ingress/Egress
Easement
15' Private Overland
Flowage Easement
15' Private
Overland Flowage
Easement
15' Private Overland
Flowage Easement
20' Private Overland Flowage Easement
20' Private Overland Flowage Easement
10' PUE
10' PUE
45' Public Ingress/Egress Easement
5' Public Gas
Easement
5' Public Gas Easement
15' Private Overland
Flowage Easement
5' Public Gas
Easement
54' Public Ingress
Egress Easement
5' Electrical
Easement
5' Electrical Easement
5' Electrical Easement
SE
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T
N83°56'08"E 411.
6
4
'
M
N83°41'41"E 411.
6
4
'
P
C1
C2
C3
C4
C5
N37°28'27"E 62.82' M
S37°14'00"W 62.82' P
N0
°
3
3
'
1
9
"
E
7
9
2
.
7
0
'
M
N0
0
°
1
8
'
5
5
"
E
7
9
2
.
7
0
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P
195,923 SF
4.50 AC
OUTLOT X
30
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30' Building Setba
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30'
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30
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C10
C8
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25' Landscape
Buffer Easement
25' Landscape
Buffer Easement
Outlot 'X
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The Sho
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Kettlesto
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Plat 4
Existing 25' Landscape
Buffer Easement
(Bk 2017, Pg 3270)
Existing 15' Sanitary
Sewer Easement
(Bk 2017, Pg 3264)
Existing 20' Storm
Sewer Easement
(Bk 2018, Pg 14402)
Existing 25' Landscape Buffer Easement
(Bk 2017, Pg 3270)
Existing 10' P.U.E.
(Bk 2017, Pg 3269)
4,571 SF
0.10 AC
23
4,592 SF
0.11 AC
24
4,486 SF
0.10 AC
25
4,340 SF
0.10 AC
18
5,988 SF
0.14 AC
21
4,299 SF
0.10 AC
29
4,319 SF
0.10 AC
28
4,257 SF
0.10 AC
27
4,319 SF
0.10 AC
26
4,445 SF
0.10 AC
1
4,551 SF
0.10 AC
2
4,530 SF
0.10 AC
3
4,593 SF
0.11 AC
4
4,572 SF
0.10 AC
5
4,593 SF
0.11 AC
6
4,530 SF
0.10 AC
7
4,622 SF
0.11 AC
12
6,766 SF
0.16 AC
15
5,069 SF
0.12 AC
8
5,292 SF
0.12 AC
9
5,217 SF
0.12 AC
10
5,193 SF
0.12 AC
11
4,942 SF
0.11 AC
13
5,563 SF
0.13 AC
14
5,764 SF
0.13 AC
16
4,881 SF
0.11 AC
17
5,741 SF
0.13 AC
20
4,568 SF
0.10 AC
19
6,022 SF
0.14 AC
22
5,419 SF
0.12 AC
30 76A
6B 4C
4B
4A
3A
8A
8B
5A
3C
3D
1C1C1C1C
40.0'
60
.
0
'
8C
3B
3B
3B
3B
3B
3C
1A
1A
1A
1B
1B
1B
1B
1B
1C
3E
3E
3E
3E
28
.
1
'
6C
3F
37
.
1
'
ULTIMATE DISCHARGE
TO FOX CREEK
5.0'
5.0'5.3'5.3'5.3'
5.3'
6.0'
6.0'6.3'6.2'6.7'
5.0'
6.7'5.5'
5.5'
5.8
'
5.8
'
5.
5
'
5.
5
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5.
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5.
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5.
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5.
7
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2
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6
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10
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3
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10
.
6
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10.9
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10.9
'
7.1'6.5'6.2'6.2'
6.9'6.9'
7.6'
7.2'
7.7
'
6.8
'
6.
7
'
6.
4
'
6.
3
'
6.
2
'
6.
2
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6.
7
'
6.
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2
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5.
5
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5.
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5.
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14
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7
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5.
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5.
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5.
0
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5.
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8.
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5.
0
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5.0'
5.
0
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5.0'
5.
0
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5.
0
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5.
0
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5.
0
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5.0
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10
.
0
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5.
0
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16
.
7
'
16
.
8
'
5.0
'
5.0'
5.0'
5.0'
5.0'
14.7'
5.0'
8.0'
5.0'
5.0'
5.0'
5.0
'
5.0
'
5.
0
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5.0
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5.
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5.
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11
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5.
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5.0
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5.0
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5.0
'
10.0'
5.0'
5.0'
10.0'
16.7'
5.0'
5.0'
10.0'
10.0'
5.0'
CONSTRUCTION
ENTRANCE/EXIT
8D
8A
8G
8F
8E
3B
6D
6D
7
5' Private Storm
Sewer Easement
20' Private Storm Sewer Easement
15' Private Sanitary
Sewer Easement
INV=1037.85
8A
RIM:1042.73
INV:1037.75
8HINV:1028.23
BY
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DIMENSION PLAN CONSTRUCTION NOTES
1. PROTECT THE FOLLOWING SITE FEATURES:
A.EXISTING UTILITY. ADJUST AS NECESSARY TO ALLOW FOR CONSTRUCTION. VERIFY LOCATION, ELEVATION AND MINIMUM COVER
REQUIREMENTS PRIOR TO CONSTRUCTION.
B.EXISTING PAVEMENT.
C.EXISTING BUILDING.
2.DEMOLITION, REFER O SHEET C200 FOR DEMOLITION OF EXISTING FEATURES.
3.PAVEMENTS, PROVIDE THE FOLLOWING:
A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
B.4" MINIMUM DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
C.PEDESTRIAN RAMP WITH MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING PANELS WHERE SHOWN.
D.5" PCC DRIVEWAY TO BE BUILT WITH HOME CONSTRUCTION.
E.3" ROLLED CURB.
F.4" DEPTH CBU MAILBOX PADS.
4.PAVEMENT MARKINGS, PROVIDE THE FOLLOWING:
A.PAINTED PARKING STALL LINE, 4" WIDE, PAINTED YELLOW.
B.PAINTED 45° STRIPING AT 3' O.C.
C.PAINTED STATE OF IOWA APPROVED DISABLED SYMBOL. AS PER ADAAG REQUIREMENTS.
5.SIGNAGE PROVIDE THE FOLLOWING:
A.BLUE SIGN WITH DISABLED SYMBOL READING "PARKING ONLY" AND "$200 FINE FOR IMPROPER USE" AS PER ADAAG STANDARDS. SECURE
SIGN TO 2" SQUARE STEEL CHANNEL POST WITH ENAMEL FINISH IN A 12" DIAMETER CONCRETE FOOTING. ALSO ADD SIGN READING "VAN
ACCESSIBLE".
6.SITE AMENITIES, PROVIDE THE FOLLOWING:
A.POOL. SEE ARCHITECTURAL PLANS.
B.PATIO WITH GAZEBO.
C.6' HEIGHT BLACK ROD IRON FENCE.
D.GATE. COORDINATE DETAILS WITH OWNER.
7.SEE ARCHITECTURAL PLANS FOR BUILDING DETAILS.
8.UTILITIES, PROVIDE THE FOLLOWING:
A.PRIVATE 1" WATER SERVICE.
B.PRIVATE 6" SANITARY SEWER SERVICE AT 1% MINIMUM SLOPE.
C.RELOCATED STREET LIGHT.
D.6"X2" REDUCER
E.4" SANITARY SEWER SERVICE LINE (PVC SDR 35) AT MINIMUM 2%.
F.IRRIGATION METER PIT. SEE MECHANICAL PLANS FOR DETAILS.
G.PROPOSED CLEANOUT.
H.CONNECT TO EXISTING SANITARY WITH WYE AND RISER AS NECESSARY.
LEGEND
6" DEPTH PCC
4" DEPTH PCC SIDEWALK
1
C300 NOT TO SCALE
22
.
0
'
5.
0
'
25
.
0
'
B/
B
UNIT 30 DETAIL
OPTIONAL
PORCH
42.0'46
.
7
'
24
.
0
'
65
.
0
'
11.0'34.0'
16.0'
●
●
●●●●●●●●●
●
●●
●
●
●
●
●
●
●
●
●
●
10' PUE
10' PUE
POOL
10
1
.
1
10
2
.
1
103.1
FD
FDFD
195,923 SF
4.50 AC
OUTLOT X
5,419 SF
0.12 AC
30
100-YEAR WATER
SURFACE ELEV=1040.25'
100-YEAR WATER
SURFACE ELEV=1039.45'
100 YEAR WATER
SURFACE ELEV
=1040.36'
1040.10 TC
1039.85 G
1039.59 TC
1039.34 G
1039.75 TC
1039.50 G
103
9
.
8
3
1039.80
1039.50
1039.47
104
1
.
0
8
1040
.
2
3
104
2
.
5
0
104
2
.
7
5
104
2
.
8
5
104
2
.
8
5
104
2
.
7
5
104
2
.
8
5
104
2
.
5
0
104
2
.
5
0
104
2
.
5
0
104
2
.
5
0
104
2
.
5
0
104
2
.
5
0
104
1
.
8
5
104
0
.
5
5
104
0
.
2
3
104
2
.
5
0
104
1
.
7
2
(10
4
0
.
5
2
)
104
1
.
3
9
104
0
.
5
6
104
3
.
0
1
104
3
.
1
2
1039.72 TC
1039.47 G
1039.42
1039.39
1039.67
SILT FENCE
104
3
.
1
0
104
3
.
1
0
104
3
.
1
0
104
3
.
1
0
1040
10
4
1
1041
1041
1042
1043
1044
1045
10
4
0
10
4
0
104
1
104
2
104
3
104
4
1045
1046
FFE=1042.501042
10
4
2
10
4
1
1041
1042
1042
1042
1042
1040
104
0
10
4
1
104
2
.
8
5
(10
3
9
.
3
5
)
(10
4
0
.
0
0
)
104
1
.
3
4
104
2
.
2
5
104
1
.
2
7
104
0
.
0
0
104
0
.
8
4
1041.50
OVERFLOW
104
0
.
3
5
103
9
.
8
4
-2
.
0
0
%
-2.83%
-2.14%
-2.01%
-6.
1
5
%
-2.
1
2
%
-2
.
2
4
%
-4.91
%
-2.00%-2.75%
-2.94%
-7
.
3
7
%
-4
.
7
4
%
-3.06%
-1.
0
6
%
-9.57%
-10
.
5
0
%
-1.07%
-1.33%
-1.77
%
-1
.
0
5
%
-1
.
0
0
%
-1.60%
-4
.
6
4
%
-4
.
9
7
%
-1.60
%
-1.63
%
-1.6
3
%
-3
.
1
1
%
-3
.
3
1
%
-2.
2
7
%
-8.64%
-5
.
8
5
%
-1
2
.
1
7
%
-5.
8
6
%
●●
PROVIDE INLET
PROTECTION
●
●●PROVIDE INLET
PROTECTION
●●●●●●●●●●●●●●●●●●●●●●●●●●●●●
●
●
●
●
●
●
●
●
●
SILT FENCE
TYP
●●
●
PROVIDE INLET
PROTECTION
SILT FENCE
TYP
SILT FENCE
TYP
ST-1, 18'' Nyloplast Drain Basin
w/ Domed Grate
RIM: 1040.00
INV: 1036.67 (OUT W)
●●
●●
PROVIDE INLET
PROTECTION
104
2
.
5
0
OVE
R
F
L
O
W
104
2
.
8
5
-4
.
6
8
%
-2.6
6
%
-0
.
7
0
%
-0
.
6
3
%
104
0
.
8
3
104
0
.
0
2
103
9
.
7
7
103
9
.
8
0
103
9
.
7
9
1042.
6
9
1042.
4
0
10
4
1
.
0
0
104
0
.
6
0
OVE
R
F
L
O
W
100-YEAR WATER
SURFACE ELEV=1039.20'
1039.24TC
OVERFLOW
ST-10A, SW-401
RIM: 1046.14
INV: 1038.20 (IN S)
INV: 1036.27 (IN E)
INV: 1036.07 (OUT N)
ST-11, SW-511
RIM: 1040.00
INV: 1035.84 (IN S)
INV: 1035.74 (OUT N)
ST-11A, SW-401
RIM: 1041.05
INV: 1035.45 (IN S)
INV: 1035.35 (OUT E)
ST-12, SW-511
RIM: 1039.35
INV: 1034.86 (IN W)
INV: 1034.76 (OUT E)
ST-15, SW-505
RIM: 1039.24
INV: 1034.09 (IN W)
INV: 1034.09 (IN S)
INV: 1033.99 (OUT NE)
ST-16, SW-505
T/C: 1039.24
INV: 1033.66 (IN SW)
INV: 1033.56 (OUT NE)
(1039.05)
(1039.03)
(1038.99)
(1039.48)
(1039.29)
(1039.10)
104
2
.
8
5
104
2
.
8
5
104
4
.
1
8
104
4
.
1
8
104
4
.
1
3
104
4
.
2
3
104
6
.
2
1
104
6
.
2
4
104
3
.
9
0
104
1
.
3
4
104
2
.
6
0
1042
.
8
5
104
2
.
8
5
104
2
.
8
5
104
2
.
8
5
-4.0
0
%
1042
-4.61%
-4
.
8
0
%
1041
1042
1042
10
4
3
1044
10
4
5
1046
10
4
1
10
4
2
1043
1043
10
4
1
10
4
2
-3.98%
-5.07%
-2.03%
1039
.
9
1
1040
.
1
5
1040
.
1
5
1039.55 TC
1039.30 G
1039.63
104
2
.
0
0
F
G
FF
E
=
1
0
4
2
.
8
5
-20.79%
BY
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GRADING NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND/ OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT
THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED.
2.PROTECT EXISTING UTILITIES FROM CONSTRUCTION DAMAGE. ANY DAMAGE THAT OCCURS
SHALL BE REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT
ADDITIONAL COMPENSATION.
3.PRIOR TO GRADING, THE OWNER/ CONTRACTOR SHALL OBTAIN A COSESCO PERMIT.
4.GRADES SHOWN ARE FINISHED GRADE AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS
OTHERWISE NOTED.
5.CONTRACTOR SHALL PROVIDE SILT FENCE AROUND ALL STORM INTAKES AND WHERE SHOWN
ON THE PLAN. SILT FENCE AROUND STORM INTAKES SHALL BE MAINTAINED UNTIL PAVING
AND SEEDING/ SODDING ARE COMPLETE.
6. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF ALL SITE
UTILITIES AND IMPROVEMENTS WITH THE ARCHITECTURAL MECHANICAL/ ELECTRICAL/
PLUMBING SYSTEMS INCLUDING ROUTING, CRITICAL DIMENSIONS, CONNECTIONS, AND
INVERT ELEVATIONS.
7.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED.
RESPREAD TO MEET SUDAS SPECIFICATION SECTION 2010 FOR TOPSOIL.
8. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING
STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES.
QUANTITIES
EROSION CONTROL MEASURE
SILT FENCE 2650 LF
INLET PROTECTION 4 EA
TOTAL DISTURBED AREA 0.63 AC
SOD 0.63 AC
POOL
101.1
102.1
103.1
FD
FDFD
3-CR
1-PN
10-PO
3-MP
2-UP
1-MP
9-VL
3-CR
11-SB
3-JU
7-AB
3-JU
1-PI
3-SR
1-GB
3-SN
5-HY
18-FO
3-MP
15-PF
3-CC
1-GB10-CA
1-AC
11-PF
3-PG
1-PI
1-AC
1-AG
1-AC
1-SR
9-HY
3-SN
12-AB
2-AG
5-MJ
13-SB
2-GL
8-VL
2-GL
3-PT
3-PT
3-JU
1-PN
2-CR
10-PF 1-CR
13-CA
1-UP
1-GB
1-CR 7-CC
3-PT
1-CR
9-SB 1-PI
2-GB
2-MJ
1-UP
1-UP
4-SN
1-AC
1-PN
6-JS
2-QU
12-HY
1-SR
3-PC
1-PI
2-MJ
1-SR
9-SB
1-AC
1-SR
10-PF
2-GL
5-VL
2-SR
3-MJ
5-HK
9-CA
1-GL
1-PN
3-OV
3-CR
3-JU
2-MJ
1-PI
1-CR
1-CR
12-SB
9-FO
13-AB
2-TA
7-CC
6-JS
2-QU
3-MJ
5-HK
9-CA
1-PN
3-AG
9-PF
3-PC
9-FO
1-QU
1-AG
1-AG
15-PO
12-SB 1-PI
3-MJ
1-PS
1-PS 9-HY
3-SN
11-HK
7-CA1-PN
6-JS
3-MP1-PS
3-OV
2-CR
15-PO
3-CR
9-SB
9-PF
3-PC
1-PI
5-HY
2-MJ
2-CT
3-MJ
1-CT
5-VL
9-HK
2-MJ
1-CT
12-CA
1-PN
1-AG
1-TA
3-CC
3-PG
2-AG
11-SB
3-SR
2-TA
15-FO
11-CA
1-PN
6-JS2-CO
1-SR
1-SR
9-PO
9-PF
1-CO
6-PC
9-FO
3-VL
3-MJ
1-UP
2-PI
11-FO
3-VL
3-MJ
9-PF
1-CO
1-SR
2-CO
6-PT
1-SR
9-PO
1-PN
3-AG
1-PI
1-MP
11-AB
1-QB
3-SN
11-SB
11-CA
15-HK
2-QB
3-JU
2-MP
3-JS
11-HK
5-CC
1-TA
3-MJ
2-TA
2-MJ
1-TA
5-PO
1-PN
3-PC
11-SB
3-AG
1-CR
1-CT
1-CR
1-PI
3-VL
9-FO
1-CT
12-HY
3-JU
3-SR
7-CA
1-CT
3-MJ
1-PS
1-PS
5-VL
1-PS 11-SB
11-HY
1-PN
1-AG2-AG
5-PG
1-QB
9-PF
3-SN
2-QB
1-PI
3-JS
5-HY
5-CA
1-AC
2-GL
1-GL
1-UP
1-UP
1-UP
1-CO
1-CO
1-TA
1-TA
1-PS
1-PS 1-GB
1-PS
BM500
101
102
103
ConcreteSE Tallgrass Lan
e
Concrete
SE Esker Ri
d
g
e
D
r
i
v
e
Con
c
r
e
t
e
SE
E
s
k
e
r
R
i
d
g
e
D
r
i
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e
Concrete
Sidewalk
Planter
Area
Wood
Fence
Concrete
Sidewalk
F.L.=1024.27 8" TRUSS E
F.L.=1024.70 8" TRUSS W
Rim=1049.00
F.L.=1036.36 8" TRUSS E
Rim=1042.83
F.L.=1038.71 8" CMP W
F.L.= 1038.52 18" RCP E
Intake=1042.22
F.L.=1038.57 15" RCP N
Intake=1042.22
F.L.=1039.05 15" RCP S
Intake=1035.00
F.L.=1030.84 15" RCP N
Intake=1044.51
F.L.=1040.30 15" RCP SW
Intake=1044.57
F.L.=1040.25 15" RCP NE
Rim=1047.41
F.L.=1041.50 15" RCP SE
F.L.= 1041.50 15" RCP SW
Rim=1049.70
F.L.=1042.30 15" RCP NE
F.L.= 1042.30 15" RCP SW
Rim=1047.96
F.L.=1043.20 15" RCP NE
Intake=1047.21
F.L.=1043.10 15" RCP NW
Intake=1047.19
F.L.=1043.37 15" RCP SE
Notice Of
Rezoning
Sign
For Sale
Sign
Notice Of
Rezoning
Sign
Transformer
MidAmerican
Transformer
MidAmerican
SE
S
T
O
N
E
G
A
T
E
C
T
SE
S
T
O
N
E
G
A
T
E
C
T
N83°56'08"E 411.
6
4
'
M
N83°41'41"E 411.
6
4
'
P
C1
C5
N37°28'27"E 62.82' M
S37°14'00"W 62.82' P
N0
°
3
3
'
1
9
"
E
7
9
2
.
7
0
'
M
N0
0
°
1
8
'
5
5
"
E
7
9
2
.
7
0
'
P
195,923 SF
4.50 AC
OUTLOT X
30
'
B
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C8
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Buffer Easement
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Outlot 'X
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Existing 25' Landscape
Buffer Easement
(Bk 2017, Pg 3270)
Existing 15' Sanitary
Sewer Easement
(Bk 2017, Pg 3264)
Existing 25' Landscape Buffer Easement
(Bk 2017, Pg 3270)
Existing 10' P.U.E.
(Bk 2017, Pg 3269)
4,571 SF
0.10 AC
23
4,592 SF
0.11 AC
24
4,486 SF
0.10 AC
25
4,340 SF
0.10 AC
18
5,988 SF
0.14 AC
21
4,299 SF
0.10 AC
29
4,319 SF
0.10 AC
28
4,257 SF
0.10 AC
27
4,319 SF
0.10 AC
26
4,445 SF
0.10 AC
1
4,551 SF
0.10 AC
2
4,530 SF
0.10 AC
3
4,593 SF
0.11 AC
4
4,572 SF
0.10 AC
5
4,593 SF
0.11 AC
6
4,530 SF
0.10 AC
7
4,622 SF
0.11 AC
12
6,766 SF
0.16 AC
15
5,069 SF
0.12 AC
8
5,292 SF
0.12 AC
9
5,217 SF
0.12 AC
10
5,193 SF
0.12 AC
11
4,942 SF
0.11 AC
13
5,563 SF
0.13 AC
14
5,764 SF
0.13 AC
16
4,881 SF
0.11 AC
17
5,741 SF
0.13 AC
20
4,568 SF
0.10 AC
19
6,022 SF
0.14 AC
22
5,419 SF
0.12 AC
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PLANTING PLAN CONSTRUCTION NOTES
1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS
OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE
IN THE EXACT LOCATION INDICATED.
2.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING
EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING
CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE
CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING CONSTRUCTION.
3.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR
NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).
4.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF PROJECT
ACCEPTANCE.
5.PROVIDE 3-INCH DEPTH SHREDDED HARDWOOD MULCH ON ALL TREE PLANTINGS IN LAWN AREAS AND LAWN AREA
PLANTING BEDS UNLESS OTHERWISE DIRECTED BY OWNER.
6.ALL PLANTING BEDS TO RECEIVE 4 INCH DEPTH VERTICAL CUT EDGE, UNLESS OTHERWISE DIRECTED BY OWNER.
7.SOD ALL AREAS DISTURBED BY CONSTRUCTION WITHIN THE PROPOSED LOT AND THE ADJACENT RIGHT-OF-WAY.
DISTURBED AREA ON OUTLOT Y TO BE SEEDED WITH TYPE 1 PERMANENT LAWN SEED MIX.
8.ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT.
9.OVERSTORY TREES SHALL BE A MINIMUM OF 8 FEET IN HEIGHT, EVERGREEN TREES SHALL BE MINIMUM OF 6 FEET IN
HEIGHT, AND ORNAMENTAL TREES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT.
1
C600
DECIDUOUS TREES STAKING DETAIL
NO SCALE
SEE PLANTING PIT
DETAILS
GARDEN
HOSE FLAGGING
MATERIAL
1
STAKING PLAN
(TREES 2 1/2" DIA OR SMALLER)
STAKING PLAN
(TREES LARGER THAN 2 1/2" DIA)
1 WRAP TRUNK FROM GROUND TO FIRST BRANCH.
1 2 T
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(4
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1
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TREE HEIGHT
(2'-0" MIN)
6"
PLACE ON STAKE
TO SOUTHWEST
PLACE ON STAKE
TO SOUTHWEST
2
C600
PLANTING PIT DETAILS
NO SCALE
TYPICAL PLANTING PIT DETAIL
SLOPE PLANTING PIT DETAIL
SET ROOT COLLAR AND ROOT
FLARE 2" ABOVE FINISH GRADE.
DO NOT PLACE MULCH WITHIN
2" OF TRUNK. ROOT COLLAR IS
NOT ALWAYS LOCATED AT TOP
OF ROOTBALL
MINIMUM 6' DIAMETER,
3" DEPTH MULCH RING
3" HEIGHT WATER RETENTION
BERM BEYOND EDGE OF ROOT BALL
FINISH GRADE
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE MATERIAL,
CONTAINERS OR OTHER MATERIAL THAT WILL
IMPEDE THE GROWTH OF THE PLANT MATERIAL.
REMOVE ALL TWINE. FOR BALLED AND BURLAP
(B&B) PLANTS REMOVE MINIMUM TOP 1
2 OF BURLAP
AND WIRE BASKET MINIMUM.
PLACE ROOT BALL ON UNDISTURBED SOIL
3X ROOTBALL
MINIMUM FOR TREES
2X ROOTBAL
MINIMUM FOR SHRUBS
DE
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MINIMUM FOR TREES
2X ROOTBAL
MINIMUM FOR SHRUBS
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2:1 MAXIMUM
TRANSITION SLOPE.
BEGIN TRANSITION
AT EDGE OF
ROOT BALL
EXISTING
SLOPE
TREE OR SHRUB
SCARIFY SIDES OF PIT
REMOVE ALL NON-BIODEGRADABLE MATERIAL,
CONTAINERS OR OTHER MATERIAL THAT WILL
IMPEDE THE GROWTH OF THE PLANT MATERIAL.
REMOVE ALL TWINE. FOR BALLED AND BURLAP
(B&B) PLANTS REMOVE MINIMUM TOP 1
2 OF BURLAP
AND WIRE BASKET MINIMUM.
PLACE ROOT BALL ON UNDISTURBED SOIL
FINISH GRADE
3" HEIGHT WATER RETENTION
BERM BEYOND EDGE OF ROOT BALL
MINIMUM 6' DIAMETER,
3" DEPTH MULCH RING
SET ROOT COLLAR AND ROOT FLARE 2" ABOVE
FINISH GRADE. DO NOT PLACE MULCH WITHIN
2" OF TRUNK. ROOT COLLAR IS NOT ALWAYS
LOCATED AT TOP OF ROOT BALL
FINISH GRADE
SEE PLANTING PIT DETAIL
ENGINEERING FABRIC
IMPERVIOUS SOIL
SEPTIC GRAVEL
1 PERVIOUS SOIL
(IF PRESENT)
1 IF PERVIOUS SOIL IS ENCOUNTERED
AT A DEPTH LESS THAN 6-FEET, THE
DRAINAGE WELL MAY BE TERMINATED
WHERE THE WELL EXTENDS A MINIMUM
OF 12-INCHES INTO THE PERVIOUS
SOIL LAYER.
3
C600
TREE DRAINAGE WELL DETAIL
NO SCALE
NOTE:
TREE DRAINAGE WELL ONLY REQUIRED IF IMPERVIOUS
SOILS ARE FOUND DURING INSTALLATION AS PER
SPECIFICATIONS AND AS APPROVED BY ENGINEER.
ORNAMENTAL TREES
21 AG Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 6' HT.B&B, MULTI-STEM
23 CR Crataegus crus-galli var. inermis THORNLESS COCKSPUR HAWTHORN 6' HT.B&B
41 MJ Malus 'Jarmin'MARILEE CRABAPPLE 6' HT.B&B
12 MP Malus x 'Prairifire'PRAIRIFIRE CRABAPPLE 6' HT.B&B
19 SR Syringa reticulata 'Ivory Silk'IVORY SILK JAPANESE TREE LILAC 6' HT.B&B
SHRUBS
43 AB Aronia arbutifolia 'Brilliantissima'RED CHOCKBERRY 24" HT.CONT. (5' O.C)
94 CA Cornus alba 'Ivory Halo'IVORY HALO DOGWOOD 24" HT.CONT. (6' O.C)
23 CC Cotinus coggygria 'Ancot'GOLDEN SPIRIT SMOKEBUSH 36" HT.CONT. (8' O.C)
80 FO Forsythia x 'Show Off Sugar Baby'SHOW OFF SUGAR BABY FORSYTHIA 18" HT.CONT. (3' O.C)
56 HK Hypericum kalmianum 'Ames'AMES ST. JOHN'S WART 18" HT.CONT. (3' O.C)
68 HY Hydrangea paniculata 'Renhy'VANILLA STRAWBERRY HYDRANGEA 24" HT.CONT. (6' O.C)
91 PF Potentilla fruticosa 'Lundy'LUNDY SHRUBBY CINQUEFOIL 18" HT.CONT. (3' O.C)
63 PO Physocarpus opulifolius 'Jefam' Amber Jubilee AMBER JUBILEE NINEBARK 24" HT.CONT. (5' O.C)
19 SN Sambucus nigra 'Eva'BLACKLACE ELDERBERRY 36" HT.CONT. (8' O.C)
119 SB Spiraea betuliflora 'Tor'TOR BIRCHLEAF SPIREA 18" HT.CONT. (3' O.C)
41 VL Viburnum lantana 'Mohican'MOHICAN VIBURNUM 36" HT.CONT. (8' O.C)
PLANTING PLAN REQUIREMENTS
(LANDSCAPE CALCULATIONS BASED ON CITY OF WAUKEE ZONING CODE REQUIREMENTS, PER CHAPTER 161, AND THE
SHOPS AT KETTLESTONE DESIGN GUIDELINES).
MINIMUM OF 20% OPEN SPACE REQUIRED
TOTAL AREA 344,053 SF
MIN OPEN SPACE REQUIRED 68,810 SF (20.0%)
OPEN SPACE PROVIDED 133,499 SF (38.8%)
PLANTING REQUIREMENTS:
ZONED R-4 = 2 TREES AND 2 SHRUBS PER DWELLING UNIT
29 TOTAL DWELLING UNITS X 2 = 58 TREES AND 58 SHRUBS REQUIRED
----TREES AND SHRUBS TO BE PROVIDED AT TIME OF HOME CONSTRUCTION.
NON-BUFFER PLANTINGS:
STREET TREE FRONTAGE REQUIREMENTS:
1 OVERSTORY TREE PER 40 LF OF FRONTAGE ALONG ESKER DRIVE
492 LF OF FRONTAGE = 492/40 = 12.30 OVERSTORY TREES REQUIRED (13 PROVIDED)
BUFFER AND SCREENING REQUIREMENTS:
BUFFER SCREEN PROVIDED FOR R-4 TO FUTURE R-1 ON EAST AND WEST
BOUNDARIES. 25 FOOT BUFFER REQUIRES, PER 50 LINEAR FEET= 1.5 OVERSTORY TREE, 2.5 EVERGREEN TREES, 2.5
ORNAMENTAL TREES AND 15 SHRUBS.
EAST BUFFER= 557 LF
557 / 50 = 11.14 PLANT UNITS
----11.14 P.U. x 1.5 OVERSTORY TREE =
17 OVERSTORY TREES REQUIRED, 17 OVERSTORY TREES PROVIDED
----11.14 P.U. x 2.5 EVERGREEN TREES =
28 EVERGREEN TREES REQUIRED, 28 EVERGREEN TREES PROVIDED
----11.14 P.U. x 2.5 ORNAMENTAL TREES =
28 ORNAMENTAL TREES REQUIRED, 28 ORNAMENTAL TREES PROVIDED
----11.14 P.U. x 15 SHRUBS =
167 SHRUBS REQUIRED, 167 SHRUBS PROVIDED
WEST BUFFER= 737 LF
737 / 50 = 14.74 PLANT UNITS
----14.74 P.U. x 1.5 OVERSTORY TREE =
22 OVERSTORY TREES REQUIRED, 22 OVERSTORY TREES PROVIDED
----14.74 P.U. x 2.5 EVERGREEN TREES =
37 EVERGREEN TREES REQUIRED, 37 EVERGREEN TREES PROVIDED
----24 P.U. x 2.5 ORNAMENTAL TREES =
37 ORNAMENTAL TREES REQUIRED, 37 ORNAMENTAL TREES PROVIDED
----11.14 P.U. x 15 SHRUBS =
221 SHRUBS REQUIRED, 221 SHRUBS PROVIDED
NORTH BUFFER= 522 LF
522 / 50 = 10.44 PLANT UNITS
----10.44 P.U. x 1.5 OVERSTORY TREE =
16 OVERSTORY TREES REQUIRED, 16 OVERSTORY TREES PROVIDED
----10.44 P.U. x 2.5 EVERGREEN TREES =
26 EVERGREEN TREES REQUIRED, 26 EVERGREEN TREES PROVIDED
----10.44 P.U. x 2.5 ORNAMENTAL TREES =
26 ORNAMENTAL TREES REQUIRED, 26 ORNAMENTAL TREES PROVIDED
----10.44 P.U. x 15 SHRUBS =
157 SHRUBS REQUIRED, 157 SHRUBS PROVIDED
SOUTH BUFFER= 492 LF
492 / 50 = 9.84 PLANT UNITS
----9.84 P.U. x 1.5 OVERSTORY TREE =
15 OVERSTORY TREES REQUIRED, 15 OVERSTORY TREES PROVIDED
----9.84 P.U. x 2.5 EVERGREEN TREES =
25 EVERGREEN TREES REQUIRED, 25 EVERGREEN TREES PROVIDED
----9.84 P.U. x 2.5 ORNAMENTAL TREES =
25 ORNAMENTAL TREES REQUIRED, 25 ORNAMENTAL TREES PROVIDED
----9.84 P.U. x 15 SHRUBS =
148 SHRUBS REQUIRED, 148 SHRUBS PROVIDED
PLANT SCHEDULE
QTY KEY BOTANICAL NAME COMMON NAME INSTALL
SIZE COMMENTS
CANOPY TREES
6 AC Acer freemanii 'Jeffersred'AUTUMN BLAZE FREEMAN MAPLE 8' HT.B&B
7 CT Catalpa speciosa NORTHERN CATALPA 8' HT.B&B
8 CO Celtis occidentalis 'Prairie Pride'PRAIRIE PRIDE HACKBERRY 8' HT.B&B
6 GB Ginkgo biloba 'Autumn Gold'AUTUMN GOLD GINKGO 8' HT.B&B MALE ONLY
10 GL Gleditsia tricanthos var inermis 'Impcole'IMPERIAL HONEYLOCUST 8' HT.B&B
6 OV Ostrya virginiana IRONWOOD 8' HT.B&B
8 PS Robinia pseudoacacia 'Purple Robe'PURPLE ROBE 8' HT.B&B
6 QB Quercus bicolor SWAMP WHITE OAK 8' HT.B&B
7 QU Quercus warei 'Long'REGAL PRINCE OAK 8' HT.B&B, COLUMNAR
11 TA Tilia americana 'Boulevard'BOULEVARD AMERICAN LINDEN 8' HT.B&B
8 UP Ulmus 'Patriot'PATIRIOT ELM 8' HT.B&B
EVERGREEN TREES
30 JS Juniperus scopulorum 'Bailigh'SKY HIGH JUNIPER 6' HT.B&B
18 JU Juniperus scopulorum 'Skyrocket'SKYROCKET JUNIPER 6' HT.B&B
8 PC Pinus cembra 'Swiss Stone'ALGONQUIN PILLAR SWISS STONE PINE 6' HT.B&B
11 PN Pinus flexilis 'Vanderwolf Pyramid'VANDERWOLF'S LIMBER PINE 6' HT.B&B
12 PI Picea glauca 'Densata'BLACK HILLS WHITE SPRUCE 6' HT.B&B
11 PG Picea pungens f. glauca 'Fat Albert'FAT ALBERT COLORADO SPRUCE 6' HT.B&B
15 PT Pinus mugo 'Tannenbaum'TANNENBAUM MUGO PINE 6' HT.B&B
30
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4,319 SF
0.10 AC
28
4,445 SF
0.10 AC
1
4,592 SF
0.11 AC
24
4,551 SF
0.10 AC
2
4,530 SF
0.10 AC
3
4,593 SF
0.11 AC
4
4,572 SF
0.10 AC
5
4,593 SF
0.11 AC
6
4,530 SF
0.10 AC
7
5,069 SF
0.12 AC
8
5,292 SF
0.12 AC
9
5,217 SF
0.12 AC
10
4,622 SF
0.11 AC
12 4,942 SF
0.11 AC
13
5,563 SF
0.13 AC
14
6,766 SF
0.16 AC
15
5,764 SF
0.13 AC
16
4,881 SF
0.11 AC
17
4,340 SF
0.10 AC
18
4,568 SF
0.10 AC
19
5,741 SF
0.13 AC
20
5,988 SF
0.14 AC
21
6,022 SF
0.14 AC
22
4,571 SF
0.10 AC
23
4,486 SF
0.10 AC
25
4,319 SF
0.10 AC
26
4,257 SF
0.10 AC
27
4,299 SF
0.10 AC
29
196,051 SF
4.50 AC
OUTLOT X
SE ESKER RIDGE DRIVE
SE TALLGRASS
L
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LOT 2
VINTAG
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VINTAG
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LOT 1
LOT 2 LOT 3
LOT 4
LOT 5
LOT 6 LOT 7 LOT 8
LOT 9
OUTLOT
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KETTLESTON
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KETTLESTON
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PLAT 2
KETTLESTON
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PLAT 3
LOT 9
LOT 10
LOT 11
LOT 10
LOT 9
LOT 8
LOT 4
LOT 3
LOT 2
70
'
R
.
O
.
W
.
60
'
R
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O
.
W
.
SW Corner Lot 1
Vintage Estates Of Waukee Plat 1
Found 5/8" Rebar
SE Corner Lot 1
Vintage Estates Of Waukee Plat 1
NE Corner Lot 1
Vintage Estates Of Waukee Plat 1
NW Corner Lot 1
Vintage Estates
Of Waukee Plat 1
Found 5/8" Rebar With
Yellow Plastic Cap #13156
Found 5/8" Rebar With
Yellow Plastic Cap #13156
N0
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6
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'
S2
0
°
2
2
'
2
6
"
E
1
0
6
.
2
6
'
S0
°
3
3
'
1
9
"
W
1
8
3
.
1
5
'
S2
0
°
5
4
'
3
2
"
W
9
2
.
0
5
'
S51
°
5
3
'
1
2
"
W
1
0
5
.
4
4
'
N89°26'41"W 230.98'
S89°26'41"E 179.66'L1
L2
L3
N0
°
3
3
'
1
9
"
E
1
7
0
.
0
6
'
L4
L5
L6S83°58'48"W 108.
0
6
'
L7
L8
L9
S0
°
3
3
'
1
9
"
W
4
3
5
.
0
1
'
S89°26'41"E 208.00'
S89°26'41"E 208.00'
S89°26'41"E
84.67'
S89°26'41"E
84.67'
S89°26'41"E
84.67'
S89°26'41"E
84.67'
S89°26'41"E
84.67'
S89°26'41"E
84.67'
S89°26'41"E
84.67'
S81°12'17"E
81.95'
S58°
2
8
'
3
5
"
E
79.1
8
'
S35
°
4
1
'
0
1
"
E
78.
3
0
'
S1
2
°
5
9
'
5
9
"
E
80
.
0
6
'
S6
°
0
1
'
1
2
"
E
79
.
6
3
'
S6
°
1
2
'
1
2
"
W
77
.
9
9
'
S3
0
°
2
4
'
1
7
"
W
81
.
5
8
'
S56°
5
1
'
1
5
"
W
81.6
9
'
S81°00'02"W
82.03'
N89°26'41"W
82.67'
N89°26'41"W
82.67'
N86°04'05"W
82.81'
N54
°
5
4
'
1
1
"
W
82.1
7
'
N2
3
°
5
0
'
2
0
"
W
85
.
3
0
'
N0
°
3
3
'
1
9
"
E
84
.
6
7
'
N0
°
3
3
'
1
9
"
E
84
.
6
7
'
N0
°
3
3
'
1
9
"
E
84
.
6
7
'
52
.
5
0
'
53
.
7
5
'
53
.
5
0
'
54
.
2
5
'
54
.
0
0
'
54
.
2
5
'
53
.
5
0
'
56
.
4
5
'
95
.
2
7
'
83.
2
1
'
81.35
'
62.56'
57.67'
88.75'
89
.
3
8
'
61
.
1
2
'
52
.
5
0
'
57
.
7
0
'
82
.
0
1
'
85.5
6
'
19.8
8
'
69.77'53.99'54.23'52.98'
52.98'54.23'53.99'18.46'
52
.
8
2
'
52
.
5
0
'
52
.
1
4
'
49.99'
53.19'
53
.
9
4
'
53
.
5
0
'
54
.
2
5
'
54
.
0
0
'
54
.
2
5
'
53
.
5
0
'
53
.
7
5
'
52
.
5
0
'
N89°26'41"W 84.67'
N0
°
3
3
'
1
9
"
E
8
4
.
6
7
'
N0
°
3
3
'
1
9
"
E
8
2
.
6
7
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8
2
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6
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52.25'51.50'52.25'52.00'
52.00'52.25'51.50'52.25'
9.90'
1.90'
1.85'
81.
3
5
'
0.37'
13.24'
10.90'
11.91'
4.96'
11.83'
10.04'1.56'
47.4
4
'
2.27'
38
.
9
4
'
10.49'
2.11'
3.82'51.79'
60.7
1
'
3.75'
4.88'
1.16'
2.84'
46
.
6
9
'
5.32'
S0
0
°
3
3
'
1
9
"
W
82
.
6
7
'
S0
0
°
3
3
'
1
9
"
W
82
.
6
7
'
S0
0
°
3
3
'
1
9
"
W
82
.
6
7
'
S5
°
4
1
'
1
2
"
E
64
.
3
8
'
N8°17'15"W
15.29'
15'
S89°26'41"E
36.00'
16
8
.
3
5
'
36'
36'
32
'
S76°41'33"E
85.77'
5,193 SF
0.12 AC
11
5,291 SF
0.12 AC
30
N0
0
°
3
3
'
1
9
"
E
64
.
0
0
'
S0
0
°
3
3
'
1
9
"
W
64
.
0
0
'
S89°26'41"E
82.67'
N89°26'41"W
82.67'
CURVE TABLE
CURVE NO.
C1
C2
C3
C4
Δ
5°32'33"
53°00'04"
56°10'16"
0°57'59"
RADIUS
1030.00'
665.00'
535.00'
1030.00'
ARC LENGTH
99.63'
615.16'
524.50'
17.37'
TANGENT
49.86'
331.57'
285.49'
8.69'
CHORD BEARING/LENGTH
N81°09'51"E 99.60'
S1°47'47"W 593.46'
S65°33'35"W 503.75'
N82°27'18"E 17.37'
C1 M&P
C2 M&P
C3 M&P
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
LENGTH (FT)
30.72
49.00
41.22
53.17
64.53
55.54
45.85
50.52
DIRECTION
N82° 11' 30"E
N51° 53' 12"E
N20° 54' 32"E
N20° 22' 26"W
N46° 53' 22"W
N74° 39' 57"W
S65° 46' 00"W
S43° 51' 28"W
SE TALLGRASS L
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1 of 2
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0 50
AREA ABOVE RESERVED FOR RECORDER
INDEX LEGEND
SURVEYOR'S NAME / RETURN TO:
ERIN D. GRIFFIN
EGRIFFIN@SNYDER-ASSOCIATES.COM
SERVICE PROVIDED BY:
SNYDER & ASSOCIATES, INC.
SURVEY LOCATED:
LOT 1
VINTAGE ESTATES OF WAUKEE PLAT 1
SEC. 4-78-26
REQUESTED BY:
MCB HOLDINGS, LLC
THE VILLAS AT KETTLESTONE
FINAL PLAT
SNYDER & ASSOCIATES, INC.
2727 S.W. SNYDER BLVD
ANKENY, IOWA 50023
515-964-2020
LEGEND
FEATURES FOUND SET
PLSS Section Corner
Land Survey Monument
(1/2" Rebar, YPC # 19710
Unless Otherwise Noted)
R.O.W. Rail
Centerline Reference Monument
(Cut "X", Unless Otherwise Noted)
Calculated Corner
Platted Distance P
Measured Bearing & Distance M
Recorded As R
Deed Distance D
Calculated Distance C
Yellow Plastic Cap YPC
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
PROPERTY DESCRIPTION
LOT 1, VINTAGE ESTATES OF WAUKEE PLAT 1, AN OFFICIAL PLAT IN THE CITY OF WAUKEE, DALLAS
COUNTY, IOWA.
DATE OF SURVEY
12-05-2025
PROPERTY ADDRESS
700 SE ESKER RIDGE DRIVE
WAUKEE, IA 50263
PROPERTY OWNER
MCB HOLDINGS, LLC
721 W JACKSON ST
MORTON, IL 61550-1537
AREA SUMMARY
7.90 ACRES (343,965 SF)
ZONING
R-4/PD-1(BK 2021, PG 27620): ROW DWELLING & TOWNHOME DWELLING DISTRICT/VINTAGE ESTATES PUD
BULK REGULATIONS
FRONT YARD SETBACK = 30'
REAR YARD SETBACK = 30'
SIDE YARD SETBACK = 10'
MAXIMUM DENSITY = 4 UNITS/ACRE
MAXIMUM HEIGHT = 40'
MINIMUM FLOOR AREA = 1,350 SF
FLOODPLAIN
THE FLOOD ZONE DESIGNATION FOR THE SUBJECT PROPERTY IS ZONE X, BEING AREA OF MINIMAL FLOOD
HAZARD, AS PER THE FLOOD INSURANCE RATE MAP FOR THE CITY OF WAUKEE, IOWA, PANEL NUMBER
19049C0355F, EFFECTIVE DATE DECEMBER 07, 2018.
NOTES
1.OUTLOT X WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
Erin D. Griffin, PLS Date
License Number 19710
My License Renewal Date is December 31, 2027
Pages or sheets covered by this seal:
ERIN D.
GRIFFIN
19710
AIOW
LICENSEDPROFESSIONAL LANDSURVEYOR
I hereby certify that this land surveying document
was prepared and the related survey work was
performed by me or under my direct personal
supervision and that I am a duly licensed
Professional Land Surveyor under the laws of the
State of Iowa.
Sheets 1 and 2, of 2DRAFT
VICINITY MAP
WAUKEE, IOWA
(1"=200')
N0
°
3
3
'
1
9
"
E
61
.
4
8
'
S89°26'41"E 6.35'
30
'
B
u
i
l
d
i
n
g
S
e
t
b
a
c
k
30' Building Setbac
k
30'
B
u
i
l
d
i
n
g
S
e
t
b
a
c
k
30
'
B
u
i
l
d
i
n
g
S
e
t
b
a
c
k
25' Landscape Buffer Easement
(Book 2022, Page 13514)
25' Landscape Buffer Easement
(Book 2022, Page 13514)
25' Landscape
Buffer Easement
(Book 2017, Page 3270)
25' Landscape Buffer Easement
(Book 2017, Page 3270)
10' P.U.E.
(Book 2017, Page 3269)
4,319 SF
0.10 AC
28
4,445 SF
0.10 AC
1
4,592 SF
0.11 AC
24
4,551 SF
0.10 AC
2
4,530 SF
0.10 AC
3
4,593 SF
0.11 AC
4
4,572 SF
0.10 AC
5
4,593 SF
0.11 AC
6
4,530 SF
0.10 AC
7
5,069 SF
0.12 AC
8
5,292 SF
0.12 AC
9
5,217 SF
0.12 AC
10
4,622 SF
0.11 AC
12 4,942 SF
0.11 AC
13
5,563 SF
0.13 AC
14
6,766 SF
0.16 AC
15
5,764 SF
0.13 AC
16
4,881 SF
0.11 AC
17
4,340 SF
0.10 AC
18
4,568 SF
0.10 AC
19
5,741 SF
0.13 AC
20
5,988 SF
0.14 AC
21
6,022 SF
0.14 AC
22
4,571 SF
0.10 AC
23
4,486 SF
0.10 AC
25
4,319 SF
0.10 AC
26
4,257 SF
0.10 AC
27
4,299 SF
0.10 AC
29
196,051 SF
4.50 AC
OUTLOT X
LOT 2
VINTAG
E
E
S
T
A
T
E
S
O
F
WAUKEE
P
L
A
T
1
LOT 1
VINTAG
E
E
S
T
A
T
E
S
O
F
WAUKEE
P
L
A
T
1
LOT 2
KEETOW
N
L
O
O
P
P
L
A
T
6
LOT 1
KEETOW
N
L
O
O
P
P
L
A
T
6
THE SHOPS A
T
K
E
T
T
L
E
S
T
O
N
E
N
O
R
T
H
P
L
A
T
1
LOT 1
LOT 2 LOT 3
LOT 4
LOT 5
LOT 6 LOT 7 LOT 8
LOT 9
OUTLOT
Z
KETTLE
S
T
O
N
E
R
I
D
G
E
PLAT 1
KETTLESTONE
R
I
D
G
E
PLAT 1
KETTLESTON
E
R
I
D
G
E
PLAT 2
KETTLESTONE
R
I
D
G
E
PLAT 3
LOT 9
LOT 10
LOT 11
LOT 10
LOT 9
LOT 8
LOT 4
LOT 3
LOT 2
SW Corner Lot 1
Vintage Estates Of Waukee Plat 1
Found 5/8" Rebar
SE Corner Lot 1
Vintage Estates Of Waukee Plat 1
NE Corner Lot 1
Vintage Estates Of Waukee Plat 1
NW Corner Lot 1
Vintage Estates
Of Waukee Plat 1
Found 5/8" Rebar With
Yellow Plastic Cap #13156
Found 5/8" Rebar With
Yellow Plastic Cap #13156
10' PUE
(Book 2022, Page 13511)
10' PUE
(Book 2022,
Page 13511)
10' PUE
(Book 2022,
Page 13511)
10' PUE
(Book 2022, Page 13511)
10'PUE
(Book 2022, Page 13511)
10' PUE
(Book 2022, Page 13511)
Public 45' Ingress/Egress Easement
(Book 2022, Page 13512)
Public 45' Ingress/Egress Easement
(Book 2022, Page 13512)
5' Gas Easement
(Book 2022, Page 13513)
5,193 SF
0.12 AC
11
5' Gas Easement
(Book 2022, Page 13513)5' Gas Easement
(Book 2022,
Page 13513)
5' Electric Easement
(Book 2022, Page 13516)
5' Electric Easement
(Book 2022, Page 13516)
5' Electric Easement
(Book 2022,
Page 13516)
5' Electric Easement
(Book 2022, Page 13516)
5' Electric Easement
(Book 2022,
Page 13516)
5' Electric Easement
(Book 2022, Page 13516)
15' Private Overland
Flowage Easement
(Book 2022, Page 13517)
15' Private Overland
Flowage Easement
(Book 2022, Page 13517)
15' Private Overland
Flowage Easement
(Book 2022, Page 13517)
15' Private Overland
Flowage Easement
(Book 2022, Page 13517)
15' Private Overland
Flowage Easement
(Book 2022, Page 13517)
15' Sanitary Sewer Easement
(Book 2017, Page 3264)
5,291 SF
0.12 AC
30
S6°27'08"W 61.81'
STORM SEWER EASEMENT
2.73' STORM SEWER EASEMENT
4.70' STORM SEWER EASEMENT
S64°5
8
'
0
6
"
W
79.93
'
N64°5
8
'
0
6
"
E
85.79
'
N46°53'22"W 13.07'
N20°22'26"W 7.89'
S20°22'26"E 20.07'
20' STORM SEWER EASMENT
N2
2
°
4
5
'
2
5
"
E
1
4
8
.
2
3
'
N46°53'22"W 10.40'
N74°39'57"W 5.29'
C4
Public 45' Ingress/
Egress Easement
(Book 2022, Page 13512)
15' SANITARY SEWER EASEMENT
S2
2
°
4
5
'
2
5
"
W
1
5
9
.
9
3
'
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27
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2 of 2
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FEET
0 50
THE VILLAS AT KETTLESTONE
FINAL PLAT
5' Gas Easement
(Book 2022,
Page 13513)
5' Gas Easement
(Book 2022, Page 13513)
5' Gas Easement
(Book 2022, Page 13513)