HomeMy WebLinkAbout2026-03-02 I08A-C Caliber Kettlestone Plat 1_Preliminary Plat, Final Plat, Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 2, 2026
AGENDA ITEM: Consideration of approval of resolution approving a preliminary plat/site plan
and final plat for Caliber Kettlestone Plat 1 (915 & 845 SE Esker Ridge
Drive)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary
plat/site plan and final plat for a multi-family residential development. The
property is located north of SE Esker Ridge Drive and east of SE Parkview
Crossing Drive, containing 2.81-acres.
The project includes the construction of two apartment buildings. One
building includes 42 units and is just under 34,000 square feet in area and one
building includes 66 units and is just under 54,000 square feet in area. Both
buildings are three stories and around 40-ft in height. The total proposed
density is approximately 38 dwelling units per acre. Per the planned
development, the maximum density allowed is 42 dwelling units per acre. The
proposed number of dwelling units meets the requirements of the planned
development.
The site plan also includes a trash enclosure located along the north side of the
site, between the two buildings.
The final plat includes two lots. Lot 1 is 1.14 acres in area and Lot 2 is 1.68
acres in area. Each lot contains one apartment building. The final plat includes
several easements for utilities where necessary and ingress/egress easements
to provide access across the lots.
Three accesses will be provided into the development. One will be provided
from the private drive along the north, one will be provided from SE
Encompass Drive, and one access will be provided from SE Esker Ridge
Drive along the south.
A 10-foot-wide trail will be provided along the south side of the site, adjacent
to SE Esker Ridge Drive. A 10-foot-wide trail exists along the west side of the
site, adjacent to SE Parkview Crossing Drive. Existing sidewalks have been
provided along the other sides of the property adjacent to the surrounding
streets. Several pedestrian connections are provided into the site from the
adjacent public trails and sidewalks. Several sidewalks are provided
throughout the property to provide access around the buildings and parking
areas.
They are providing the required amount of parking, open space and
landscaping.
I8A-C
Public utilities are provided to the site. Storm water detention is provided with
an underground detention facility.
The elevations of the buildings are proposed to be constructed of brick, fiber
cement lap siding, and glazing. The trash enclosure is proposed to be
constructed of brick to match the building with metal gates.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed the preliminary plat/site plan and final plat request at their
meeting on February 10, 2026, and recommended approval:
Approval of a Preliminary Plat for Caliber Kettlestone Plat 1, Approval of a Final Plat for
Caliber Kettlestone Plat 1, and Approval of a Site Plan for Caliber Kettlestone Plat 1 (915 & 845
SE Esker Ridge Drive)
Melissa DeBoer, Planning Coordinator, introduced the request for approval of a preliminary plat/site
plan and final plat for a multi-family residential development, as requested by MN Waukee Holdings
LLC, represented by Eric Cannon of Snyder & Associates.
The property is located north of SE Esker Ridge Drive and east of SE Parkview Crossing Drive,
containing approximately 2.81 acres. The subject property is located within the Kettlestone Corridor
and includes 2.81-acres. The property was rezoned in Fall 2020 and previously platted as an outlot as
part of the final plat with The Shops at Kettlestone North Plat 5 in 2018.
The project includes the construction of two apartment buildings. One building includes 42 units and is
just under 34,000 square feet in area and one building includes 66 units and is just under 54,000 square
feet in area. Both buildings are three stories and around 40-ft in height. The total proposed density is
approximately 38 dwelling units per acre. Per the planned development, the maximum density allowed
is 42 dwelling units per acre. The proposed number of dwelling units meets the requirements of the
planned development. The site plan also includes a trash enclosure located along the north side of the
site, between the two buildings.
The final plat includes two lots. Lot 1 is 1.14 acres in area and Lot 2 is 1.68 acres in area. Each lot
contains one apartment building. The final plat includes several easements for utilities where necessary
and ingress/egress easements to provide access across the lots.
Three accesses will be provided into the development. One will be provided from the private drive
along the north, one will be provided from SE Encompass Drive, and one access will be provided from
SE Esker Ridge Drive along the south.
A 10-foot-wide trail will be provided along the south side of the site, adjacent to SE Esker Ridge
Drive. A 10- foot-wide trail exists along the west side of the site, adjacent to SE Parkview Crossing
Drive. Existing sidewalks have been provided along the other sides of the property adjacent to the
surrounding streets. Several pedestrian connections are provided into the site from the adjacent public
trails and sidewalks. Several sidewalks are provided throughout the property to provide access around
the buildings and parking areas.
A total of 158 parking spaces are required for this project and a total of 160 spaces are provided,
including 6 accessible parking stalls.
Public utilities are provided to the site. Storm water detention will be provided with an underground
detention facility, located at the north end of the site, on Lot 2. A minimum of 20% of the project area
is required to be open space. The total amount of open space proposed is 20.7%. Plantings are being
provided throughout the site in compliance with the Landscape & Open Space Ordinance and the
Kettlestone Design Guidelines.
The elevations of the buildings are proposed to be constructed of brick, fiber cement lap siding, and
glazing. The trash enclosure is proposed to be constructed of brick to match the building with metal
gates. Elevations of the proposed buildings and trash enclosure have been provided for review.
A photometric plan for the site lighting has been submitted and complies with the requirements of the
Site Plan Ordinance. All proposed easements have been indicated on the final plat. Private utility
easements are provided across the site. Public ingress/egress easements are provided for access across
the site.
Due to its residential nature, parkland dedication is required to be provided. Based on the total number
of units proposed, the required amount of parkland dedication is 1.23-acres. The applicant intends to
satisfy parkland dedication requirements with a fee in lieu of land dedication.
The subject property is located within the Kettlestone Corridor. The land use shown within the
Kettlestone Master Plan for the subject property is office. The Kettlestone Master Plan is intended to
act as a guide for land use while at the same time allowing for flexibility of land uses. The intent is that
the land use designations can move based upon market demands. The property was rezoned in 2020 to
allow for mixed use development, including multi-family residential.
The proposed preliminary plat/site plan and final plat are in general conformance with the Zoning
Ordinance, Subdivision Ordinance, Site Plan Ordinance, Comprehensive Plan, and Kettlestone Design
Guidelines. Staff recommends approval subject to any remaining staff comments and review of the
legal documents.
Discussion as follows:
• General discussion of the building and appearance, confirmation that it will be similar to
Kettlestone Central Lofts
• Discussion of how the fee in lieu of parkland is calculated; based on density and city code
requirements but generally suggested as $35,000 per acre of required parkland
Motion by Commissioner Tuel for Approval of a Preliminary Plat for Caliber Kettlestone Plat 1,
seconded by Commissioner Bankole. Ayes: Broderick, Bankole, Beenken, Lohse, Tuel, and
Bannister. Nays: None. Motion carried.
Motion by Commissioner Broderick for Approval of a Final Plat for Caliber Kettlestone Plat 1,
seconded by Commissioner Lohse. Ayes: Broderick, Bankole, Beenken, Lohse, Tuel, and Bannister.
Nays: None. Motion carried.
Motion by Commissioner Lohse for Approval of a Site Plan for Caliber Kettlestone Plat 1, seconded
by Commissioner Bannister. Ayes: Broderick, Bankole, Beenken, Lohse, Tuel, and Bannister. Nays:
None. Motion carried.
RECOMMENDATION: Approve the resolutions
ATTACHMENTS: I. Proposed Resolutions
II. Staff Report
III. Preliminary Plat/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 PRELIMINARY PLAT FOR CALIBER KETTLESTONE PLAT 1
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Preliminary Plat for Caliber Kettlestone Plat 1 on February 10, 2026; AND,
WHEREAS, the Preliminary Plat for Caliber Kettlestone Plat 1 is in general conformance with
section §176 - Subdivision Regulations of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 2nd day of March, 2026, that the Preliminary Plat for Caliber Kettlestone Plat 1 be
approved subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Kala Anderson
Chris Crone
Rob Grove
Lori Lyon
Anna Bergman Pierce
THE CITY OF WAUKEE, IOWA
RESOLUTION 2026-
APPROVING THE FINAL PLAT FOR CALIBER KETTLESTONE PLAT 1
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, NJREC INC, has requested final plat approval of Caliber Kettlestone Plat 1 (the “Plat”);
AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat
on February 10, 2026, subject to remaining staff comments and review of the legal documents; AND,
WHEREAS, the Final Plat for Caliber Kettlestone Plat 1 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
2nd day of March, 2026, that the Final Plat for Caliber Kettlestone Plat 1 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. Public Utility Easement(s);
2. Public Sidewalk Easement;
3. Private Ingress/Egress Easement; and
4. 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 CALIBER KETTLESTONE PLAT 1
(915 & 845 SE ESKER RIDGE DRIVE)
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 Caliber Kettlestone Plat 1, subject to remaining staff comments on February 10,
2026; AND,
WHEREAS, the Site Plan for Caliber Kettlestone Plat 1 is in general conformance with §160 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Caliber Kettlestone Plat 1 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 March, 2026, that the Site Plan for Caliber Kettlestone Plat 1 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: Caliber Kettlestone Plat 1 –
Preliminary Plat / Site Plan and Final
Plat
PREPARED BY: Melissa DeBoer, AICP – Planning
Coordinator
REPORT DATE: February 5, 2026
MEETING DATE: February 10, 2026
GENERAL INFORMATION
Owner/Applicant: MN Waukee Holdings LLC
Owner’s Representative: Eric Cannon, P.E. with Snyder & Associates
Request: The applicant is requesting approval of a preliminary
plat/site plan and final plat for a multi-family
residential development.
Location and Size: Property is located north of SE Esker Ridge Drive and
east of SE Parkview Crossing Drive, containing
approximately 2.81 acres.
Property Address: 915 & 845 SE Esker Ridge Drive
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
February 11, 2026
2 of 4
LAND USES AND ZONING
Location Existing Land Use Kettlestone Master Plan Current Zoning
Property in
Question
Vacant – Undeveloped Office K-MU (Kettlestone Mixed Use
District) / PD-1 (Planned
Development Overlay District)
North Office Commercial Office K-OF (Kettlestone Office District)
and K-OF (Kettlestone Office
District) / PD-1 (Planned
Development Overlay District)
South Vacant – Undeveloped
Retail Community
K-RR (Kettlestone Retail Regional
District) / PD-1 (Planned
Development Overlay District)
East Vacant – Undeveloped
(Future Community Choice
Credit Union) / Office / Multi-
Family Residential
Office K-RC (Kettlestone Retail
Community District), K-OF
(Kettlestone Office District) / PD-
1 (Planned Development
Overlay District), and K-MF-HIGH
(Kettlestone Multi-Family
Stacked High District) / PD-1
(Planned Development Overlay
District)
West Vacant – Undeveloped Office & Retail
Community K-OF (Kettlestone Office District)
and K-RC (Kettlestone Retail
Community District) / PD-1
(Planned Development Overlay
District)
BACKGROUND
The subject property is located within the Kettlestone Corridor and includes 2.81-acres. The property was
rezoned in Fall 2020 and previously platted as an outlot as part of the final plat with The Shops at Kettlestone
North Plat 5 in 2018.
PROJECT DESCRIPTION
The project includes the construction of two apartment buildings. One building includes 42 units and is just
under 34,000 square feet in area and one building includes 66 units and is just under 54,000 square feet in
area. Both buildings are three stories and around 40-ft in height. The total proposed density is approximately
38 dwelling units per acre. Per the planned development, the maximum density allowed is 42 dwelling units
per acre. The proposed number of dwelling units meets the requirements of the planned development.
The site plan also includes a trash enclosure located along the north side of the site, between the two
buildings.
The final plat includes two lots. Lot 1 is 1.14 acres in area and Lot 2 is 1.68 acres in area. Each lot contains one
apartment building. The final plat includes several easements for utilities where necessary and ingress/egress
easements to provide access across the lots.
February 11, 2026
3 of 4
ACCESS AND PARKING
Three acceses will be provided into the development. One will be provided from the private drive along the
north, one will be provided from SE Encompass Drive, and one access will be provided from SE Esker Ridge
Drive along the south.
A 10-foot-wide trail will be provided along the south side of the site, adjacent to SE Esker Ridge Drive. A 10-
foot-wide trail exists along the west side of the site, adjacent to SE Parkview Crossing Drive. Existing
sidewalks have been provided along the other sides of the property adjacent to the surrounding streets.
Several pedestrian connections are provided into the site from the adjacent public trails and sidewalks. Several
sidewalks are provided throughout the property to provide access around the buildings and parking areas.
A total of 158 parking spaces are required for this project and a total of 160 spaces are provided, including 6
accessible parking stalls.
UTILITIES
Public utilities are provided to the site. Storm water detention will be provided with an underground
detention facility, located at the north end of the site, on Lot 2.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 20.7%. Plantings are being provided throughout the site in compliance with the Landscape & Open
Space Ordinance and the Kettlestone Design Guidelines.
ELEVATIONS
The elevations of the buildings are proposed to be constructed of brick, fiber cement lap siding, and glazing.
The trash enclosure is proposed to be constructed of brick to match the building with metal gates. Elevations
of the proposed buildings and trash enclosure have been provided for review.
LIGHTING PLAN
A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan
Ordinance.
EASEMENTS
All proposed easements have been indicated on the final plat. Private utility easements are provided across the
site. Public ingress/egress easements are provided for access across the site.
PARKLAND DEDICATION
Due to its residential nature, parkland dedication is required to be provided. Based on the total number of units
proposed, the required amount of parkland dedication is 1.23-acres. The applicant intends to satisfy parkland
dedication requirements with a fee in lieu of land dedication.
COMPREHENSIVE PLAN
The subject property is located within the Kettlestone Corridor. The land use shown within the Kettlestone
Master Plan for the subject property is office. The Kettlestone Master Plan is intended to act as a guide for
land use while at the same time allowing for flexibility of land uses. The intent is that the land use designations
can move based upon market demands. The property was rezoned in 2020 to allow for mixed use
development, including multi-family residential.
February 11, 2026
4 of 4
STAFF RECOMMENDATION
The proposed preliminary plat/site plan and final plat are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, Site Plan Ordinance, Comprehensive Plan, and Kettlestone Design Guidelines. Staff
recommends approval subject to any remaining staff comments and review of the legal documents.
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SITE PLAN / PRELIMINARY PLAT
FOR
CALIBER KETTLESTONE PLAT 1
915 & 845 SE ESKER RIDGE DRIVE
CITY OF WAUKEE, DALLAS COUNTY, IOWA
SNYDER & ASSOCIATES
2727 SW SNYDER BLVD.
ANKENY, IOWA 50023
CONTACT: ERIC CANNON, P.E.
PHONE: (515) 964-2020
VICINITY MAP
PROJECT LOCATION
ENGINEER
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C100-C401, C600-C601
C500GR
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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, 2027
Pages or sheets covered by this seal:
ERIC D.
CANNON
P18954
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License Expires:
June 30, 2027
CLAY R.
SCHNECKLOTH
512
LANDSCAPE
ARCHITECT
NO.
Clay R. Schneckloth, PLA
License Number
Pages or sheets covered by this seal:
512
Date
I hereby certify that the portion of this technical
submission described below was prepared by me
or under my direct supervision and responsible
charge. I am a duly licensed Professional
Landscape Architect under the laws of the
State of Iowa.
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OWNER
MN WAUKEE HOLDINGS LLC
1409 N RIVERFRONT DR
MANKATO, MN 56001
Sheet List Table
Sheet Number Sheet Title
C100 TITLE SHEET
C101 PROJECT INFORMATION
C200 DIMENSION PLAN
C300 UTILITY PLAN
C400 GRADING AND EROSION CONTROL PLAN
C401 DETAILED GRADING PLAN
C402 RAMP DETAILS
C500 PLANTING PLAN
C600 SITE DETAILS
C601 SITE DETAILS
ARCHITECT
J CORP DESIGN BUILD
3611 NE OTTERVIEW CIRCLE #42
ANKENY, IOWA 50021
CONTACT: NICK JENSEN
PHONE: (515) 290-3401
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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
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,
2025 STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) 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
COMMUNITY DEVELOPMENT 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 MINIMUM 8" DEPTH TO FINISH GRADES TO CONFORM TO
SUDAS SPECIFICATIONS SECTION 2010.
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 CITY OF WAUKEE 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 CITY OF
WAUKEE 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 CONNECTIONS 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. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT GRADES FOR DRAINAGE SWALES,
OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR SHALL PROVIDE INFORMATION TO THE DESIGN ENGINEER FOR INCLUSION ON
THE RECORD AS-BUILT DRAWINGS.
Z. 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.
AA. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM CONCRETE OPERATIONS TO
DISCHARGE OFFSITE.
BB. 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.
CC. ALL SIGNAGE IS TO BE REVIEWED UNDER SEPARATE SIGN PERMIT PROCESS.
GENERAL USE
APARTMENTS
PROPERTY DESCRIPTION
THE SHOPS AT KETTLESTONE NORTH PLAT 10, LOTS 1 & 2
PROPERTY ADDRESS
915 & 845 SE ESKER RIDGE DRIVE
WAUKEE, IOWA 50263
ZONING
K-MU/PD-1 OVERLAY: KETTLESTONE MULTI-FAMILY/ PLANNED
DEVELOPMENT DISTRICT OVERLAY
(BK 2020, PG 25377)
(PER ZONING ORDINANCE #2970)
OPEN SPACE
LOT 1:
SITE AREA: 49,530 SF (1.14 AC)
IMPERVIOUS AREA:36,206 SF (73.1%)
OPEN SPACE AREA:13,324 SF (26.9%)
LOT 2:
SITE AREA: 73,073 SF (1.68 AC)
IMPERVIOUS AREA:54,025 SF (73.9%)
OPEN SPACE AREA:19,048 SF (26.1%)
BULK REGULATIONS
LOT AREA: NO MINIMUM REQUIREMENT
LOT WIDTH: NO MINIMUM REQUIREMENT
FRONT YARDS: NO MINIMUM FOR PRINCIPAL PERMITTED USES.
20 FEET FOR ACCESSORY STRUCTURES
SIDE YARDS: NO MINIMUM FOR PRINCIPAL PERMITTED USES
UNLESS ADJACENT TO ADJOINING SINGLE-FAMILY, IN WHICH
CASE THE MINIMUM SETBACK SHALL BE 50 FEET.
5 FEET FOR ACCESSORY STRUCTURES.
REAR YARD: NO MINIMUM FOR PRINCIPAL PERMITTED USES
UNLESS ADJACENT TO ADJOINING SINGLE-FAMILY, IN WHICH
CASE THE MINIMUM SETBACK SHALL BE 50 FEET.
5 FEET FOR ACCESSORY STRUCTURES.
MAXIMUM HEIGHT: PRINCIPAL BUILDING - 8 STORIES
ACCESSORY BUILDING - 1 STORY
PARKING REQUIREMENTS
1 SPACE PER BEDROOM
1 SPACE PER 5 UNITS
136 BEDROOMS = 136 SPACES REQUIRED
108 UNITS/ 5 = 22 SPACES REQUIRED
158 TOTAL SPACES REQUIRED
160 SPACES PROVIDED
(INCLUDING 6 ACCESSIBLE SPACES)
BUILDING DESCRIPTION
LOT 1:
42-PLEX BUILDING= 33,993 SF
BUILDING HEIGHT= 40'-6" (3 STORIES)
PROPOSED FLOOR AREA RATIO: 0.23
LOT 2:
66-PLEX BUILDING= 53,970 SF
BUILDING HEIGHT= 40'-6" (3 STORIES)
PROPOSED FLOOR AREA RATIO: 0.25
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".
UTILITY CONTACT INFORMATION
UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE IOWA
ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552402093.
FO1-FIBER OPTIC CENTURYLINK
SADIE HULL
(918)-547-0147
SADIE.HULL@LUMEN.COM
FO14-FIBER OPTIC CONSOLIDATED COMMUNICATIONS
PHILLIP WILLIAMS JR
(515)-867-4769
PHILLIP.WILLIAMS@CONSOLIDATED.COM
FO4-FIBER OPTIC AUREON NETWORK SERVICES
JEFF KLOCKO
(515)-830-0445
JEFF.KLOCKO@AUREON.COM
UE1-UNDERGROUND ELECTRIC MIDAMER-ELEC
JAMIE NEER
(515)-252-6972
MECDSMDESIGNLOCATES@MIDAMERICAN.COM
NO RESPONSE MI-FIBER
JUSTIN MILLER
(515)-897-8802
JMILLER@MI-FIBER.NET
FO8-FIBER OPTIC UNITE PRIVATE NETWORKS,LLC
JOE KILZER
(816)-425-3556
UPNGIS@UPNFIBER.COM
W1-WATER MAIN WAUKEE, CITY OF
ST1-STORM SEWER TIM ROYER
(515)-987-4363
TROYER@WAUKEE.ORG
FIRE SAFETY CONSTRUCTION NOTE
A. APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO
BUILDING CONSTRUCTION COMMENCING AFTER FOOTING INSTALLED, AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN
100 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC.
CONTROL POINTS
IOWA SOUTH STATE PLANE COORDINATE SYSTEM
NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET
CP1 N=576871.36 E=1543103.37 Z=1042.23
FOUND CUT "X" ON TOP CURB LOCATED SOUTH SIDE OF SE
ESKER RIDGE DRIVE, WEST OF MCDONALDS ENTRANCE, AND
+-400' WEST OF GRAND PRAIRIE PARKWAY. (AS SHOWN ON
SURVEY)
CP3 N=577228.02 E=1543322.21 Z=1036.07
FOUND CUT "X" ON TOP CURB LOCATED NORTHSIDE SE
COMPASS DRIVE, WEST SIDE OF PARKING LOT ENTRANCE,
+-350' WEST OF GRAND PRAIRIE PARKWAY. (AS SHOWN ON
SURVEY)
CP100 N=577100.24 E=1542841.62 Z=1045.14
SET CUT "X" ON TOP CURB LOCATED NORTH SIDE OF SE
ESKER RIDGE DRIVE, +-60' WEST OF CENTERLINE OF SE
PARKVIEW CROSSING DRIVE, AT DOUBLE BACK OF CURB
INTAKE STRUCTURE. (AS SHOWN ON SURVEY)
CP101 N=577493.07 E=1543002.47 Z=1036.55
SET CUT "X" ON TOP CURB LOCATED EAST SIDE OF PARKVIEW
CROSSING DRIVE AT MID-RADIUS OF ENTRANCE, +-15' NORTH
OF STORM MANHOLE. (AS SHOWN ON SURVEY)
BENCHMARKS
NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID18)
IARTN DERIVED - US SURVEY FEET
BM501 N=576952- E=1543062- Z=1044.39
NW UPPER FLANGE BOLT ON HYDRANT LOCATED EAST OF
PARKVIEW CROSSING DRIVE, NORTH OF SE ESKER DRIVE.
(AS SHOWN ON SURVEY)
10
15
3
7
11
6
12
14
8
11
12
9
10
14
9
TRASH
9
UP
ST
A
I
R
ST
A
I
R
UP ST
A
I
R
ST
A
I
R
42-PLEX
33,993 SF
66-PLEX
53,970 SF
T
T
Outlot 'U'
The Shops
At Kettlestone North
Plat 1
(Bk 2017, Pg 3256)
91,225 SF
2.09 AC
LOT 1
TRAS
H
14
16
18
8
9
16
12
411
10
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D17
D18
D18
D18
D18
D17
D3
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6
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PROP
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BUILD
I
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10,84
3
S
F
FFE=
1
0
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1
.
9
0
S2
6
°
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5
'
1
9
"
W
3
2
2
.
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1
'
M
S2
6
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4
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'
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.
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'
R
S89°39'24"E 166.54' M
S89°53'50"E 166.59' R
S61°28'13"E 1.86' M
S61°42'02"E 1.86' R
30' Storm Sewer Easement
(Book 2017, Page 3266)
Ingress/Egress Easement
(Width Varies
(Inst. No. 2025-16190)
Ingress/Egress Easement
(Width Varies)
(Inst. No. 2025-16190)
30' Temporary Construction Easement
(Inst. No. 2025-16190)
Public 15' Water
Main Easement
(Book 2019, Page 10432)
Public 62'
Ingress/Egress Easement
(Book 2019, Page 10433)
Public 6
2
'
I
n
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1
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4
3
3
)
20' Sanitary Sewer Easement
(Book 2019, Page 10436)
S1°27'18"E 47.22' M
S1°43'08"E 47.15' R
49,530 SF
1.14 AC
LOT 1
73,073 SF
1.68 AC
LOT 2
32
.
9
1
'
1
3
100
BM501
SEESKERRIDGEDRIVE
CON
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3A
3A
3A
3A
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1A
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4A
4A
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2
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7
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C6
N63°04'41"W 24.97'
28
9
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0
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32
.
9
1
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3C
4A
4A
4A
3L
3L
4B
4C
4C
5A
5A
3I
3J
3J
4C
4C
4B
3D
3D
3D
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3C
3D
3F
3F
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3G
3G
3H
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3D
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3D
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3H
3H
18'
6'
2A
1B
1B
1B
1B
1A
1A
1A
1B
1B
1B
1B
1B
1B
6'
18'
26'
18'
6'
3G
3G
6'
18'
26'
18
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3K
3H
3H
18
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24
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20
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R4'
R4
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R5
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R5'
R5'
6B
6B
20' Sanitary
Sewer Easement
10' PUE
10' PUE
2B
2B
2B
1A
1B
3A3A
3A
3A
3A
3A
3A
3L
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DIMENSION PLAN CONSTRUCTION NOTES
1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION OR MODIFICATION.
ANY DAMAGES TO ITEMS NOT SHOWN FOR REMOVAL SHALL BE REPAIRED BY THE
CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL
COMPENSATION.
A.EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS OR
ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER PRIOR TO
CONSTRUCTION. ADJUSTMENTS OF UTILITY APPURTENANCE TO FINISH GRADE IS
CONSIDERED INCIDENTAL TO THE PROJECT.
B.EXISTING PAVEMENTS TO REMAIN.
2. DEMOLITION. REMOVE AND DISPOSE OF THE FOLLOWING EXISTING ITEMS:
A.ADJUST MANHOLE TO GRADE. SEE UTILITY PLAN FOR MORE INFORMATION.
B.CONTRACTOR TO LOCATE AND ADJUST ELECTRIC AND FIBER LINE AS
NECESSARY. COORDINATE WITH FRANCHISE UTILITY PROVIDER FOR ANY
ADJUSTMENTS PRIOR TO CONSTRUCTION.
3. PAVEMENTS, PROVIDE THE FOLLOWING:
A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO
95% STANDARD PROCTOR DENSITY. (C4 PCC MIX).
B.4" DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO
95% STANDARD PROCTOR DENSITY. PROVIDE 6" DEPTH PCC RAMP AT DRIVEWAY
ENTRANCES.
C.CONNECT TO EXISTING PAVEMENTS.
D.6" STANDARD CURB.
E.PEDESTRIAN RAMP WITH A MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE
WARNING SYSTEM AT RAMPS WHERE PEDESTRIAN TRAFFIC MEETS VEHICULAR
TRAFFIC. 6" DEPTH PCC RAMP.
F.6" DEPTH PCC TRAIL. CONNECT TO EXISTING AT NEAREST JOINT.
G.ADA ACCESSIBLE RAMP AT 8.33% MAXIMUM SLOPE. TAPER FROM 6" INTEGRAL
CURB TO NO CURB. 6" DEPTH PCC RAMP.
H.6" INTEGRAL SIDEWALK AND CURB.
I.PRECAST PCC PARKING BARRIER.
J.4' X 4' CLUSTER MAILBOX PAD.
K.PCC STAIRS W/ RAILING.
L.7" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO
95% STANDARD PROCTOR DENSITY. (C4 PCC MIX).
4. PAVEMENT MARKINGS PROVIDE THE FOLLOWING:
A.4" WIDE PAINTED PARKING STALL LINES, COLOR AS PER OWNER.
B.PAINTED STATE OF IOWA APPROVED ACCESSIBLE SYMBOL.
C.45° STRIPING AT 3' ON CENTER SPACING WHERE SHOWN.
5. ACCESSIBLE PARKING SIGNAGE:
A.PROVIDE SIGN WITH VAN ACCESSIBLE SYMBOL AS PER "ADAAG" STANDARDS.
6. SITE AMENITIES, PROVIDE THE FOLLOWING:
A.TRASH ENCLOSURE WITH 7" PCC PAD. SEE ARCHITECTURAL PLANS FOR DETAILS.
B.TRANSFORMER LOCATION.
7. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILED BUILDING
CONSTRUCTION INFORMATION.
CURVE TABLE
CURVE NO.
C1 M
C2 M
C3 M
C4 M
C5 M
Δ
11°29'52"
7°30'35"
78°38'08"
21°42'40"
59°58'38"
RADIUS
1065.00'
535.00'
25.00'
935.00'
246.00'
ARC LENGTH
213.72'
70.12'
34.31'
354.30'
257.51'
TANGENT
107.22'
35.11'
20.48'
179.30'
141.96'
CHORD BEARING/LENGTH
N52°50'50"W 213.36'
N50°44'56"W 70.07'
N15°02'44"W 31.68'
N13°16'38"E 352.19'
S31°28'30"E 245.92'
C1 P 11°29'52"1065.00'213.72'-N53°04'39"W 213.36'
C2 P 7°30'09"535.00'70.06'--
C3 P 78°44'20"25.00'34.36'--
C4 P 21°42'48"935.00'354.34'--
C5 P 59°58'54"246.00'257.53'--
C6 38°08'08"230.00'153.09'79.50'N44°00'37"W 150.28'
PAVEMENT LEGEND
4" PCC SIDEWALK
6" PCC PAVEMENT
7" PCC PAVEMENT
10
15
3
7
11
6
12
14
8
11
12
9
10
14
9
TRASH
9
42-PLEX
33,993 SF
66-PLEX
53,970 SF
T
T
Outlot 'U'
The Shops
At Kettlestone North
Plat 1
(Bk 2017, Pg 3256)
91,225 SF
2.09 AC
LOT 1
Existing 30' Storm Sewer Easement
(Book 2017, Page 3266)
Existing 62' Public Ingress/Egress Easement
(Book 2019, Page 10433)
INGRESS/EGRESS EASEMENT
(WIDTH VARIES)
INGRESS/EGRESS EASEMENT
(TO BE RECORDED IN SEPARATE DOCUMENT)
TRAS
H
UP
51
0
5
S
F
FU
T
U
R
E
R
E
S
T
A
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R
A
N
T
10
9
489
S
F
EN
T
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Y
102
218
S
F
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10
4
15
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D3
D10
D1
6
D7
13
6
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F
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S
T
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10
1
74
S
F
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S
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108D4
D1
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FLO
O
R
/
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B
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O
O
R
/
R
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O
F
A
B
O
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RO
O
F
A
B
O
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RO
O
F
A
B
O
V
E
FLOO
R
/
R
O
O
F
A
B
O
V
E
ROOF
A
B
O
V
E
RO
O
F
A
B
O
V
E
D15
D17
D18
D18
D18
D18
D17
D3
D1
6
D14
PROP
O
S
E
D
BUILD
I
N
G
10,84
3
S
F
FFE=
1
0
4
1
.
9
0
49,530 SF
1.14 AC
LOT 1
73,073 SF
1.68 AC
LOT 2
1
3
100
BM501
Intake=1041.68
F.L.=1035.71 15" RCP NE
Rim=1041.74
F.L.=1031.62 24" RCP S
F.L.=1031.47 24" RCP N
Rim=1039.67
Intake=1038.97
F.L.=1034.49 15" RCP W
F.L.=1034.42 15" RCP N
Intake=1039.04
F.L.=1035.04 15" RCP E
Rim=1036.13
F.L.=1031.61 15" RCP N
F.L.=1031.58 15" RCP S
Intake=1031.74
F.L.=1026.94 24" RCP SE
F.L.=1026.74 24" RCP N
Intake=1032.82
F.L.=1028.25 12" RCP W
Intake=1032.62
F.L.=1027.60 12" RCP E
F.L.=1027.60 24" RCP NW
Intake=1034.99
F.L.=1028.84 24" RCP E
F.L.=1028.81 36" RCP NE
F.L.=1028.69 30" RCP SW
Intake=1034.99
F.L.=1029.79 24" RCP S
F.L.=1029.45 30" RCP NE
Rim=1037.54
Inv=1023.91 8" TRUSS N
Difficult To Determine Pipe Size
Storm C/O
Rim=1035.00
SEESKERRIDGEDRIVE
CON
C
R
E
T
E
GRA
V
E
L
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
CO
N
C
R
E
T
E
S
I
D
E
W
A
L
K
SE
PARKVIEW
CROSSING
DRIVE
CO
N
C
R
E
T
E
CONCRETE
CONCRETE SIDEWALK
CONCRETE
CO
N
C
R
E
T
E
CO
N
C
R
E
T
E
S
I
D
E
W
A
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CON
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R
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T
E
S
I
D
E
W
A
L
K
SEENCOMPASSDRIVE
Intake=1041.70
F.L.=1036.07 15" RCP SW
FIL
L
P
I
L
E
ST-2, 10'' NYLOPLAST DRAIN BASIN
W/ DOMED GRATE
RIM: 1042.50
INV: 1038.50 (OUT E)
ST-9, 8'' NYLOPLAST DRAIN BASIN
W/ DOMED GRATE
RIM: 1042.25
INV: 1038.75 (OUT N)
ST-9A, 8'' NYLOPLAST DRAIN BASIN
W/ SOLID LID
RIM: 1041.06
INV: 1035.56 (IN S)
INV: 1035.46 (OUT N)
ST-1, INTAKE, SW-501
T/C: 1041.05
INV: 1037.05 (OUT NW)
ST-3, INTAKE, SW-501
T/C: 1040.95
INV: 1036.50 (IN SE)
INV: 1037.30 (IN W)
INV: 1036.40 (OUT N)
ST-7A, MANHOLE, SW-401 (48'')
RIM: 1039.98
INV: 1033.45 (IN SW)
INV: 1033.74 (IN E)
INV: 1033.10 (OUT N)
ST-4, INTAKE, SW-511
RIM: 1039.90
INV: 1035.62 (IN S)
INV: 1035.50 (OUT NE)
ST-5, INTAKE, SW-511
RIM: 1039.65
INV: 1034.31 (IN SW)
INV: 1034.21 (OUT NE)
ST-7, INTAKE, SW-501
T/C: 1038.95
INV: 1034.40 (IN SE)
INV: 1034.30 (OUT W)
ST-6, INTAKE, SW-501
T/C: 1037.73
INV: 1034.75 (OUT NW)
ST-10A, 30'' NYLOPLAST DRAIN BASIN
RIM: 1036.70
INV: 1029.50 (IN W)
SUMP=1027.50
ST-10, INTAKE, SW-501
T/C: 1036.30
INV: 1032.19 (IN S)
INV: 1030.63 (OUT E)
ST-8, INTAKE, SW-501
T/C: 1035.25
INV: 1029.60 (OUT W)
ST-12, 30'' NYLOPLAST DRAIN BASIN
(SEE DETAIL 5 ON SHEET C600)
RIM: 1035.04
INV: 1028.25 (OUT E)
ST-8A, 30'' NYLOPLAST DRAIN BASIN
RIM: 1034.95
INV: 1029.50 (IN E)
SUMP=1027.50
INV: 1029.50 (IN S)
SUMP=1027.50
ST-11, INTAKE, SW-501
T/C: 1034.75
INV: 1029.56 (OUT W)
SUMP=1027.50
CONNECT TO EXISTING INTAKE
INV: 1027.72
111
L
F
O
F
1
2
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H
D
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@
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.
5
0
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78
L
F
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F
1
2
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0
%
10
8
L
F
O
F
1
8
"
H
D
P
E
@
1
.
1
0
%
69 L
F
O
F
1
2
"
H
D
P
E
@
0
.
5
0
%
58 LF OF 18" HDPE @ 1.30%
56 LF OF 12" HDPE @ 1.00%
6 LF OF 12" HDPE @ 1.00%
10 LF OF 12" HDPE @ 1.00%
31 LF OF 18" RCP @ 1.70%
16
4
L
F
O
F
1
8
"
H
D
P
E
@
2
.
2
0
%
56 LF OF 12" HDPE @ 2.00%
121 LF OF 6" HDPE @ 0.99%
16
0
L
F
O
F
6
"
H
D
P
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@
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13
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%
1A
1A
1A
1A
7
7
2A
2H
2A
2K
2D
6
4
4
2E
2E
2E
2F
2G
2C
2B
2B
CLEANOUT
RIM: 1043.34
INV: 1035.50 (OUT NE)
MANHOLE, SW-301
RIM: 1041.50
INV: 1034.65 (IN SW)
INV: 1032.90 (OUT NW)
INV: 1034.75
CONNECT TO EXISTING MANHOLE
ADJUSTED RIM: 1036.35
INV: 1025.00 (IN SE)
INV: 1023.91 (OUT N)
INV: 1031.92
3 LF OF 6" SANITARY SEWER @ 3.50%
31
6
L
F
O
F
8
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
@
2
.
5
0
%
45 LF OF 6" SANITARY
SEWER @ 5.00%
BP:1030.05 (ST)
TP: 1026.77 (SAN)
BP:1033.73 (ST)
TP: 1031.75 (SAN)
BP:1033.61 (ST)
TP: 1032.11 WAT
BP:1032.34 (ST)
TP: 1030.84 WAT
2H
BP: 1034.75 WAT
TP: 1029.57(SAN)
2A
3
3
EXISTI
N
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1
5
0
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3
1:1 RISER
2J
BP: 1034.81 WAT
TP: 1033.25(SAN)
3
2I
PROVIDE FLEXSTORM
FFE=1041.75
FFE=1043.50 BP: 1034.90 WAT
TP: 1033.33(SAN)
3
5
5
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4A
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Sheet
27
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UTILITY PLAN CONSTRUCTION NOTES
1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION OR
MODIFICATION. ANY DAMAGES TO ITEMS NOT SHOWN FOR REMOVAL SHALL BE
REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT
ADDITIONAL COMPENSATION.
A.EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS OR
ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER PRIOR TO
CONSTRUCTION. ADJUSTMENTS OF UTILITY APPURTENANCE TO FINISH
GRADE IS CONSIDERED INCIDENTAL TO THE PROJECT.
2. WATER SERVICES, PROVIDE THE FOLLOWING:
A.6" WATER SERVICE LINE.
B.BUILDING WATER FIRE SERVICE CONNECTION. VERIFY LOCATION AND DEPTH
WITH MECHANICAL PLANS PRIOR TO CONSTRUCTION.
C.CONNECT TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY
LOCATION AND DEPTH PRIOR TO CONSTRUCTION. REMOVE & RELOCATE
HYDRANT ASSEMBLY.
D.2" DOMESTIC LINE WITH VALVE.
E.WATER BEND.
F.8" X 8" WATER CROSS W/ 6" REDUCERS.
G.RELOCATED HYDRANT ASSEMBLY.
H.8" WATER SERVICE LINE.
I.6" X 6" WATER TEE.
J.HYDRANT ASSEMBLY.
K.4" DOMESTIC LINE WITH VALVE.
3. CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE
18" MINIMUM SEPARATION.
4. COORDINATE ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY
SERVICE PROVIDER PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL AND
MECHANICAL PLANS FOR INTERIOR UTILITY ROUTING, METERS, DESIGN
INFORMATION AND COORDINATE UTILITY CONNECTIONS ACCORDINGLY.
A.LIGHT POLE LOCATION. REFER TO PHOTOMETRIC PLAN FOR DETAILS.
5. ROOF DRAIN LOCATION. SEE ARCHITECTURAL PLANS FOR DETAILS.
6. SEE SHEET C600-C601 FOR UNDERGROUND DETENTION DETAILS.
7. UTILITY ROOM. SEE ARCHITECTURAL PLANS AND MECHANICAL PLANS FOR
RISER LOCATION.
A. NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO
CONNECTING TO ANY PUBLIC UTILITY.
B. ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE
STANDARD SPECIFICATION FOR PUBLIC IMPROVEMENTS
AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY
THE CITY OF WAUKEE ENGINEERING DEPARTMENT.
C. 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.
D. ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA
TESTED AND DECHLORINATED.
GENERAL CONSTRUCTION NOTES
10
15
3
7
11
6
12
14
8
11
12
9
10
14
9
TRASH
9
42-PLEX
33,993 SF
66-PLEX
53,970 SF
T
T
S2
6
°
5
5
'
1
9
"
W
3
2
2
.
7
1
'
M
S2
6
°
4
1
'
3
0
"
W
3
2
2
.
7
1
'
P
Outlot 'U'
The Shops
At Kettlestone North
Plat 1
(Bk 2017, Pg 3256)
91,225 SF
2.09 AC
LOT 1
N61°
2
8
'
1
3
"
W
3
0
2
.
5
8
'
M
N61°
4
2
'
0
2
"
W
3
0
2
.
5
8
'
P
C1
C3
Existing 30' Storm Sewer Easement
(Book 2017, Page 3266)
Existing 62' Public Ingress/Egress Easement
(Book 2019, Page 10433)
INGRESS/EGRESS EASEMENT
(WIDTH VARIES)
INGRESS/EGRESS EASEMENT
(TO BE RECORDED IN SEPARATE DOCUMENT)
TRAS
H
14
16
18
8
9
16
12
411
10
7
2
UP
UP
51
0
5
S
F
FU
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R
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S
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109
489
S
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10
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A
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D17
D18
D18
D18
D18
D1
7
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D1
6
D1
4
PROP
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BUILD
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10,84
3
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F
FFE=
1
0
4
1
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0
49,530 SF
1.14 AC
LOT 1
73,073 SF
1.68 AC
LOT 2
1
3
100
BM501
Intake=1041.68
F.L.=1035.71 15" RCP NE
Rim=1041.74
F.L.=1031.62 24" RCP S
F.L.=1031.47 24" RCP N
Rim=1039.67
Intake=1038.97
F.L.=1034.49 15" RCP W
F.L.=1034.42 15" RCP N
Intake=1039.04
F.L.=1035.04 15" RCP E
Rim=1036.13
F.L.=1031.61 15" RCP N
F.L.=1031.58 15" RCP S
Intake=1031.74
F.L.=1026.94 24" RCP SE
F.L.=1026.74 24" RCP N
Intake=1032.82
F.L.=1028.25 12" RCP W
Intake=1032.62
F.L.=1027.60 12" RCP E
F.L.=1027.60 24" RCP NW
Intake=1034.99
F.L.=1028.84 24" RCP E
F.L.=1028.81 36" RCP NE
F.L.=1028.69 30" RCP SW
Intake=1034.99
F.L.=1029.79 24" RCP S
F.L.=1029.45 30" RCP NE
Rim=1037.54
Inv=1023.91 8" TRUSS N
Difficult To Determine Pipe Size
Storm C/O
Rim=1035.00
SEESKERRIDGEDRIVE
CON
C
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T
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A
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SE
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CROSSING
DRIVE
CO
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CONCRETE
CONCRETE SIDEWALK
CONCRETE
CO
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SEENCOMPASSDRIVE
10
4
4
104
3
104
2
1041
1040
103
9
10
3
8
103
6
103
7
103
9
104
0
104
1
104
2
104
3
104
4
1045
104
6
1047
1048
1049
1049
1048
1047
1046
1045
1038
10
4
1
10
4
1
103
8
10
4
2
10
4
3
10
4
4
10
4
4
10
4
3
10
4
2
10
4
1
104
0
10
3
9
103
8
103
7
1034
10
3
5
103
61037
1038
10
3
9
1040
1043
10
4
1
103
7
103
6
10
3
5
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4
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3
1032
10
3
410
3
5
10
3
6
Intake=1041.70
F.L.=1036.07 15" RCP SW
10
3
9
10
3
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L
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1040
1036
1037
1038
1039
10
4
0
1040
1036
10
3
7
1037
10
3
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1038
10
3
9
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10
3
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10
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0
10
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1
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1
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1041
10
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1
1041
104
3104
4
104
3104
4
10
4
3
10
4
3
10
4
2
10
4
3
FFE=1043.50
FFE=1041.75
10
4
2
10
4
3
1040
●
●
●
●
●
●
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●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●●●●●
SILT FENCE
TYP
SILT FENCE
TYP
SILT FENCE
TYP
SILT FENCE
TYP
SILT FENCE
TYP
SILT FENCE
TYP
TOPSOIL
STOCKPILE
STABALIZED
CONSTRUCTION
ENTRANCE
CONCRETE
WASHOUT
STAGING
AREA
PORTABLE
TOILET
LIMITS OF
DISTURBANCE
UNDERGROUND
DETENTION
(POST CONSTRUCTION
FACILITY)
ST-12
POST-CONSTRUCTION FACILITY
●
●
●
●
●
●
●
●
●
INLET PROTECTION
TYP
ULTIMATE
DISCHARGE
TO FOX
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SILT FENCE
TYP
INLET PROTECTION
TYP
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SUDAS TYPE 4 SEEDING, FERTILIZING & MULCHING 2.83 AC.
SILT FENCE 1,045 LF
INLET PROTECTION 10 EA
DISTURBED AREA 2.83 AC.
SOD 0.76 AC.
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 ANY UTILITY RELOCATIONS WITH UTILITY PROVIDER.
3.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED.
4.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES.
5.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS, DRIVEWAYS AND SIDEWALKS CAUSED BY CONSTRUCTION
ACTIVITIES BY THE END OF THE WORK DAY AND PRIOR TO A RAIN EVENT.
6.SLOPES OF ALL UNPAVED AREAS TO BE 2.0% MINIMUM.
7.CONTRACTOR TO CONTAIN SAWCUTTING/GRINDING SLURRY ON SITE AND DISPOSE OF ACCORDING TO IOWA DNR GENERAL PERMIT NO. 2
8.PROVIDE SEDIMENT BASKETS AT ALL INTAKES.
9.PROVIDE SILT FENCE WHERE SHOWN AND AS DETAILED ON THIS SHEET. MAINTAIN AND ADJUST SILT FENCE AS NECESSARY DURING CONSTRUCTION.
GRADING NOTES
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
(Profile View)
FLOW
'T
'
S
T
E
E
L
FE
N
C
E
P
O
S
T
4'
-
0
"
M
I
N
SEE PLANS FOR SPACING
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
(Plan View)
DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES
ATTACHMENT TO POST
200'-0" MAX LENGTH PER SECTION
600'-0" IF SLOPE IS FLATTER THAN 5%
36
"
24
"
8'-0" SPACING
TYPICAL SILT FENCE DITCH CHECK
BAC
K
S
L
O
P
E
FORE
S
L
O
P
E
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
1
2
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
1
C400
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.
QUANTITIES
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49,530 SF
1.14 AC
LOT 1
73,073 SF
1.68 AC
LOT 2
BM
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SEESKERRIDGEDRIVE
SE PARKVIEW CROSSING DRIVE
SEENCOMPASSDRIVE
1044
104
3
104
2
10
4
1
10
4
0
103
9
1038
103
6
103
7
103
9
104
0
104
1
104
2
104
3
104
4
104
5
10
4
6
10
4
7
10
4
8
10
4
9
10
4
9
10
4
8
10
4
7
10
4
6
10
4
5
10
3
8
1041
1041
103
8
1042
1043
1044
1044
1043
1042
1041
1040
1039
103
8
103
7
10
3
4
1035
103
6
10
3
7
10
3
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1039
10
4
0
10
4
3
1041
103
7 103
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1034 1033
10
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2
1034
1035
1036
1039
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OVER
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OVERFLOW
OVERFLOW
ULTIMATE DISCHARGE
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5.0%
4.1%
4.0%
2.3
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2.0%
2.0%
11.9
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OV
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R
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O
W
OVER
F
L
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100-YEAR
ELEV:1040.65
100-YEAR
ELEV:1040.56
100-YEAR
ELEV:1037.85
100-YEAR
ELEV:1038.51
100-YEAR
ELEV:1034.98
100-YEAR
ELEV:1034.54
100-YEAR
ELEV:1035.83
10
3
5
10
4
0
10
4
0
10
3
6
10
3
6
10
3
7
10
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10
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10
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1039
10
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10
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1040
104
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10
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1040
10
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1
10
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1043
104
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1042
1043
10
4
2
10
4
3
10
4
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10421043
1043
1044
104
5
104
3
10
4
3
104
4
100-YEAR
ELEV:1040.25
100-YEAR
ELEV:1040.09
100-YEAR
ELEV:1042.56
100-YEAR
ELEV:1042.83
4.2
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1.8%
0.7%
1.5%
1.6%
1.6%
1.1
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1041.60 TC
1041.10 G
1041
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0
5
T
C
1040
.
5
5
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(1041.00)
(1041.51)
(1041.68)
(1040.51)
1041.30 TC
1040.80 G
1041.48 TC
1040.98 G
104
1
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5
7
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104
1
.
0
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1042.60 TC
1042.10 G
1042.10 TC
1041.60 G
1042.01 TC
1041.51 G
1042.10 TC
1041.60 G
1040.80
1041.80
1041.28
10
4
1
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3
3
10
4
1
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4
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10
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2
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6
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104
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8
3
104
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8
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104
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9
0
104
2
.
3
5
1041.55
1042.10
10
4
1
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7
5
1041.20
1042.00
1041
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4
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10
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6
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1041.29
1041.35
1041.67
1041.22
1041.33
1041.58
1041.40
1040.70
1041.07
1040.13
1039.34
1040.60
1040.
4
5
1041
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104
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4
1041.15 TC
1040.65 G
1040.60 TC
1040.10 G
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1040
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1041.05 TC
1040.55 G
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5
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1040
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1041.
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1040.
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1040.60 TC
1040.10 G
1040.87 TC
1040.37 G
1041
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0
0
T
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1040
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5
0
G
1040.03 TC
1039.53 G
1039.20 TC
1038.70 G
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(1039.41)
(1038.00)
(1038.80)
(1039.76)
(1039.86)
1039.
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4
6
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5
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1040.
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5
1041.21
1041.11
1040.30
1040.85
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T
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1041
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5
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1041.28
1040.70
1041.25
1041.15
1040.53
1041.75
1041.75
1041.25
1041.25
1040.89
1040.81
1038.60 TC
1038.10 G
1040.65 TC
1040.15 G
1039.90 TC
1039.40 G
1037.75 TC
1037.25 G
1039.17 TC
1038.67 G
1038.95 TC
1038.45 G
1039.86 TC
1039.36 G
1039.
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2
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1039.
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1038.63 TC
1038.13 G
1036.89 TC
1036.39 G
1035.25 TC
1034.75 G
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1040.08
1039.45
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4
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1036.70
1040.45 TC
1039.95 G
1041.60 TC
1041.10 G
1041.10 TC
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1040
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1041
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2
0
1041
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7
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1041
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0
1040
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5
5
1041.55 TC
1041.05 G
1040.45 TC
1039.95 G
1036.40 TC
1035.90 G
1034.80 TC
1034.30 G
1034.75 TC
1034.25 G
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3
3
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5
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6
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1040.10 TC
1039.60 G
1036.40 TC
1035.90 G
1036.30 TC
1035.80 G
10
4
1
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1
6
1042.17
1042.32
1043.10
1043.25
1043.70
1043.85
1044.41
1044.56
1044.72
1044.67
1042.4
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104
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1043.10
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1043.2
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1037.73 TC
1037.23 G
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1043
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1042.25
1043
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10
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1041.75
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1038.89 G
1035.29 TC
1034.79 G
1041.35
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FFE=1043.50
LOT 2
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1.0
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1041.70 1041.70
1041.70BS1041.70BS
1043.20TS1043.20TS
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1043.40
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(Book 2017, Page 3266)
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(Book 2019, Page 10433)
INGRESS/EGRESS EASEMENT
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1 - TA
1 - TA
1 - GB
1 - GB
1 - QR
1 - QR
1 - AA2
1 - GI
1 - TA
1 - GI
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3 - GB
1 - QL
1 - QL
1 - QL
1 - QL
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1 - AG2
1 - AG2
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PLANTING PLAN GENERAL NOTES
A.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.
B.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.
C.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE
"AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION).
D.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR
FROM DATE OF INSTALLATION.
PLANTING PLAN CONSTRUCTION NOTES
1.SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE. REFER TO EROSION CONTROL
PLAN FOR ADDITIONAL INFORMATION.
2.PROVIDE A 3-IN DEPTH SHREDDED HARDWOOD MULCH IN A 3-FOOT PERIMETER RING
AROUND ALL TREES. PROVIDE VERTICAL CUT NATURAL EDGE TO A DEPTH OF 4-INCHES.
3.PROVIDE 1-2'' RIVER ROCK TO A DEPTH OF 4-INCHES. TAPER MULCH DEPTH TOWARDS
BED EDGING AND/OR PAVEMENT EDGE EXPOSING 1-INCH HEIGHT OF EDGE.
4.PROVIDE 3 /16 " BLACK STEEL EDGER WITH STAKES.
5.PLANTING SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE COMMUNITY
DEVELOPMENT DEPARTMENT.
6.ALL AREAS IN THE RIGHT-OF-WAY WILL BE REQUIRED TO BE SODDED.
PLANTING PLAN REQUIREMENTS
(LANDSCAPE CALCULATIONS BASED UPON CITY OF WAUKEE ZONING CODE REQUIREMENTS)
OPEN SPACE:
20% OPEN SPACE REQUIRED
122,701.9 SF, 2.8 ACRES(TOTAL LOT) x 20% = 24,540.2 SF REQUIRED (25,416 SF OR 20.7%
PROVIDED)
1.5 OVERSTORY TREES, 0.5 UNDERSTORY TREES, AND 2 SHRUB PER 1,000 SF OF REQUIRED
OPEN SPACE.
MINIMUM OF 50% OF TOTAL REQUIRED TREES SHALL BE OVERSTORY SHADE TREES.
24,540.2 SF /1,000 = 24.5 PLANT UNITS (PU'S)
1.5 OVERSTORY TREES x 24.5 PU'S = 36.75 TREES REQUIRED (50 TREES PROVIDED, 33
OVERSTORY, 16 EVERGREEN)
0.5 UNDERSTORY TREES X 18.3 PU'S = 12.25 UNDERSTORY TREES REQUIRED (13 PROVIDED)
2 SHRUBS X 24.5 PU'S = 49 SHRUBS REQUIRED (55 PROVIDED)
STREET TREE REQUIREMENTS:
ONE TREE FOR EVERY 40 FEET OF STREET FRONTAGE, NOT INCLUDING DRIVEWAY
SE ESKER RIDGE PKWY:
280.2/40 = 7 TREES REQUIRED (7 PROVIDED)
SE PARKVIEW CROSSING DRIVE:
360/ 40 = 9 TREES REQUIRED (9 PROVIDED)
SE ENCOMPASS DRIVE:
275/40 = 6.8 TREES REQUIRED (7 PROVIDED)
BUFFER REQUIREMENT:
NO BUFFER REQUIRED.
OFF-STREET PARKING AREA REQUIREMENT:
1 TREE FOR EVERY PARKING LOT ISLAND
16 PARKING LOT ISLANDS
16 TREES REQUIRED (16 TREES PROVIDED)
TREE HEIGHT MINIMUM REQUIREMENTS
OVERSTORY TREES MUST BE 8 FEET TALL MINIMUM AT TIME OF PLANTING.
EVERGREEN TREES MUST BE 6 FEET TALL MINIMUM AT TIME OF PLANTING.
ORNAMENTAL TREES MUST BE 6 FEET TALL MINIMUM AT TIME OF PLANTING.
STREET TREES MUST BE 12 FEET TALL MINIMUM AT TIME OF PLANTING.
CODE QTY BOTANICAL NAME COMMON NAME SIZE TYPE
TREES
AA2 2 Acer rubrum 'Armstrong'Armstrong Red Maple 2" Cal.B&B
CB 5 Carpinus betulus European Hornbeam 2" Cal.B&B
GB 6 Ginkgo biloba Maidenhair Tree 2" Cal.B&B
GI 10 Gleditsia triacanthos inermis Thornless Honey Locust 2" Cal.B&B
QL 4 Quercus robur x bicolor 'Long'Regal Prince® Oak 2" Cal.B&B
QR 3 Quercus rubra Red Oak 2" Cal.B&B
TA 3 Tilia americana American Linden 2" Cal.B&B
EVERGREEN TREES
TT 12 Thuja occidentalis 'Techny'Techny Arborvitae 6` Ht.B&B
TI 4 Thuja x 'Green Giant'Green Giant Arborvitae 6` Ht.B&B
ORNAMENTAL TREES
AG2 6 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Apple Serviceberry 6` Ht.B&B
MS 9 Malus x 'Spring Snow'Spring Snow Crabapple 6` Ht.B&B
MD 6 Malus x adstringens 'Durleo'Gladiator™ Crabapple 6` Ht.B&B
SR 7 Syringa reticulata Japanese Tree Lilac 6` Ht.B&B
CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER
SHRUBS
BG 51 Buxus x 'Green Gem'Green Gem Boxwood 3 gal.Pot
CF 19 Cornus sericea 'Farrow' TM Arctic Fire Red Twig Dogwood 3 gal.Pot
EC 12 Euonymus alatus 'Compactus'Compact Burning Bush 3 gal.Pot
HA 19 Hydrangea arborescens 'Annabelle'Annabelle Hydrangea 3 gal.Pot
GRASSES
CK 43 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass 1 gal.Pot
PS 47 Panicum virgatum 'Shenandoah'Shenandoah Switch Grass 1 gal.Pot
BY
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FORM
GRADE
ELEV.
6"
4
C600
INTEGRAL SIDEWALK AND CURB DETAIL
NO SCALE
ADJACENT PAVEMENT
SIDEWALK
4"
M
I
N
2
C600
TYPICAL PAVEMENT CROSS SECTIONS
NO SCALE
PCC PAVEMENT SECTION
PCC SIDEWALK SECTION
SLOPE AS
PER PLANS
2% MAX
4 1
2"
7 1
2"
6"
12"18"
3
C600
6-INCH STANDARD CURB
NO SCALE
R3"
R3"
1" RADIUS
SEALED 'E' JOINT
PCC PAVEMENT, SEE PLANS
FOR THICKNESS & LOCATIONS
12" DEPTH PREPARED SUBGRADE
2 - 6" LIFTS UNLESS NOTED OTHERWISE
SIDEWALK PAVEMENT, SEE PLANS
FOR THICKNESS & LOCATIONS
6" DEPTH PREPARED SUBGRADE
Rise Tread
SIDEWALK
1
C600
PCC STAIRS WITH RAILING
NO SCALE
BENT BAR
SECTION A-A
8"
M
I
N
PLAN
SECTION B-B
A
A
B
B
ZY
2%
15"6"
POSSIBLE
SIDEWALK
POSSIBLE
SIDEWALK
3
1 PROVIDE A MINIMUM OF 2 INCHES OF COVER FOR ALL
REINFORCING.
2 ENSURE ALL RISERS ARE AN EQUAL HEIGHT AND ALL
TREADS ARE AN EQUAL DEPTH WITHIN A FLIGHT OF
STAIRS.
3 MATCH EXISTING SIDEWALK WIDTH.
4 CONSTRUCT CROSS SLOPE OF LANDING TO MATCH
ADJACENT SIDEWALK.
5 HANDRAIL TO BE 1 1
2" O.D. POWDER-COATED STEEL
HANDRAIL SET IN SLEEVE PER MANUFACTURER'S
RECOMMENDATIONS AND SPECIFICATIONS. COLOR TO
BE APPROVED BY OWNER.
VA
R
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1'-6"
Z
Y
1"
8"
2'
-
0
"
12"
24"
5'-0" MAX
SPACING
30"
12"15"
2'
-
1
0
"
T
O
3
'
-
2
"
6"
LENGTH
WI
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H
(V
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)
1
2" MAX RADIUS
#4
1" PREFORMED
EXPANSION JOINT
SIDE RAIL
(MATCH HEIGHT
AND BATTER OF
RETAINING WALL)
4
#4 @ 18" C-C
1" PREFORMED
EXPANSION JOINT
RETAINING WALL
POSTS
HANDRAIL
#4 @ 12" C-C
#4 @ 18" C-C
2 #4 BARS IN
TOP OF EACH
SIDE RAIL
SIDE
RAIL
#4 BENT BAR
@14" C-C
5
C600
OUTLET STRUCTURE DETAIL (ST-12)
NO SCALE
18" OUTLET PIPE
INV:1028.25'
PROPOSED 3"
DIAMETER HOLE
ELEV:1028.25
TOP OF WEIR WALL
ELEV:1033.65' (CPV ELEVATION)
PROPOSED 30" NYLOPLAST
DRAIN STRUCTURE
10" SUMP
NOTE:
THE OWNER WILL INSPECT THE SYSTEM ON A BI-ANNUAL BASIN.
IF SEDIMENT IS BLOCKING THE 3” ORIFICE IN THE OUTLET
STRUCTURE, JET / VACUUM THE SYSTEM TO REMOVE THE SEDIMENT.
24" x 24" MANIFOLD
INV:1030.21
24" BOTTOM CONNECTION
INV:1029.17
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SUMP DEPTH = 24"
PROVIDE FLEXSTORM ON
ST- 8
S61°28'13"E 1.86' M
S61°42'02"E 1.86' R
10.01'
S2
6
°
5
5
'
1
9
"
W
3
2
2
.
7
1
'
M
S2
6
°
4
1
'
3
0
"
W
3
2
2
.
7
1
'
R
S89°39'24"E 166.54' M
S89°53'50"E 166.59' R
S61°28'13"E 1.86' M
S61°42'02"E 1.86' R
C1
C2
C3
C4
C5
30' Storm Sewer Easement
(Book 2017, Page 3266)
Ingress/Egress Easement
(Width Varies
(Inst. No. 2025-16190)
Ingress/Egress Easement
(Width Varies)
(Inst. No. 2025-16190)
30' Temporary Construction Easement
(Inst. No. 2025-16190)
Public 15' Water
Main Easement
(Book 2019, Page 10432)
Public 62'
Ingress/Egress Easement
(Book 2019, Page 10433)
Public 6
2
'
I
n
g
r
e
s
s
/
E
g
r
e
s
s
Easeme
n
t
(Book 2
0
1
9
,
P
a
g
e
1
0
4
3
3
)
20' Sanitary Sewer Easement
(Book 2019, Page 10436)
S1°27'18"E 47.22' M
S1°43'08"E 47.15' R
49,530 SF
1.14 AC
LOT 1
73,073 SF
1.68 AC
LOT 2
32
.
9
1
'
N88°07'26"E
49.03'
N2
6
°
5
5
'
1
9
"
E
27
7
.
3
7
'
C12
SE E
S
K
E
R
R
I
D
G
E
D
R
I
V
E
(R.
O
.
W
.
V
A
R
I
E
S
)
SE
P
A
R
K
V
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E
W
C
R
O
S
S
I
N
G
D
R
I
V
E
10' PUBLIC UTILITY
EASEMENT
10' PUBLIC UTILITY
EASEMENT
PARCEL
1
8
-
1
6
3
(BOOK
2
0
1
8
,
P
A
G
E
2
3
7
8
2
)
BEING A
P
A
R
T
O
F
OUTLOT
B
THE SH
O
P
S
A
T
K
E
T
T
L
E
S
T
O
N
E
N
O
R
T
H
P
L
A
T
5
OUTLOT
A
THE SH
O
P
S
A
T
KETTLE
S
T
O
N
E
NORTH
P
L
A
T
7
LOT 1
THE SH
O
P
S
A
T
KETTLE
S
T
O
N
E
N
O
R
T
H
PLAT 8
S2
6
°
5
5
'
1
9
"
W
3
2
2
.
7
1
'
M
&
P
S2
6
°
4
1
'
3
0
"
W
3
2
2
.
7
1
'
R
S89°39'24"E 166.54' M
S89°53'50"E 166.59' R
S1°27'18"E 47.22' M
S1°43'08"E 47.15' R
S43°58'48"W 1.52'
C6
N63°04'41"W 8.92'
C7
S2
6
°
5
5
'
1
9
"
W
2
2
0
.
4
3
'
C8
S54
°
3
7
'
5
8
"
E
1
2
2
.
9
6
'
S26°35'58"W 10.59'
C9
N54
°
3
7
'
5
8
"
W
1
2
6
.
5
3
'
C1
0
N2
6
°
5
5
'
1
9
"
E
2
7
4
.
5
0
'
C11
S63°04'41"E 14.28'
SE E
N
C
O
M
P
A
S
S
D
R
I
V
E
LOT 1
THE SH
O
P
S
A
T
K
E
T
T
L
E
S
T
O
N
E
NORTH
P
L
A
T
9
70' R.O.W.
L2
L3
13'
13'
26' PRIVATE
INGRESS/EGRESS
EASEMENT
L4
L5
L6
S3
1
°
0
4
'
3
0
"
E
2
2
1
.
6
7
'
N3
1
°
0
4
'
3
0
"
W
2
4
1
.
9
4
'
20' PRIVATE SANITARY
SEWER EASEMENT
S37°47'08"W 4.04'
S42°16'08"E 24.98'
S55°16'36"E 16.01'
PUBLIC SIDEWALK EASEMENT
C7
C8
C9
C10
C11
C12
C6
32°04'21"
81°33'17"
3°08'50"
81°33'17"
45°35'47"
38°08'08"
12°29'56"
243.00'
20.00'
285.00'
46.00'
217.00'
230.00'
115.00'
136.02'
28.47'
15.65'
65.48'
172.69'
153.09'
25.09'
69.85'
17.25'
7.83'
39.67'
91.21'
79.50'
12.59'
N47°02'30"W 134.25'
S13°51'19"E 26.12'
S28°10'23"W 15.65'
N13°51'19"W 60.09'
S40°16'47"E 168.17'
S44°00'37"E 150.28'
S38°14'30"W 25.04'
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
LENGTH (FT)
24.97
27.06
15.77
3.80
20.97
23.58
DIRECTION
S63° 04' 41"E
N26° 55' 19"E
N54° 37' 58"W
N02° 30' 53"E
S89° 39' 24"E
S26° 55' 19"W
CURVE TABLE
CURVE NO.
C1 M
C2 M
C3 M
C4 M
C5 M
Δ
11°29'52"
7°30'35"
78°38'08"
21°42'40"
59°58'38"
RADIUS
1065.00'
535.00'
25.00'
935.00'
246.00'
ARC LENGTH
213.72'
70.12'
34.31'
354.30'
257.51'
TANGENT
107.22'
35.11'
20.48'
179.30'
141.96'
CHORD BEARING/LENGTH
N52°50'50"W 213.36'
N50°44'56"W 70.07'
N15°02'44"W 31.68'
N13°16'38"E 352.19'
S31°28'30"E 245.92'
C1 P 11°29'52"1065.00'213.72'-N53°04'39"W 213.36'
C2 P 7°30'09"535.00'70.06'--
C3 P 78°44'20"25.00'34.36'--
C4 P 21°42'48"935.00'354.34'--
C5 P 59°58'54"246.00'257.53'--
(915 SE ESKER RIDGE DRIVE)
(845 SE ESKER RIDGE DRIVE)
C13
C14
C13
C14
49°08'29"
2°17'22"
25.00'
535.00'
21.44'
21.38'
11.43'
10.69'
N29°47'34"W 20.79'
N53°21'33"W 21.38'
Found 1/2" Rebar With
Blue Plastic Cap #19880
NE Corner Parcel 18-163 &
NW Corner Lot 1
The Shops At Kettlestone North Plat 9
Found 1/2" Rebar With
Yellow Plastic Cap #19710
SE Corner Parcel 18-163 &
SW Corner Lot 1
The Shops At Kettlestone North Plat 9
Found 5/8" Rebar With
Yellow Plastic Cap #13156
Found 1/2" Rebar With
Blue Plastic Cap #19880
SW Corner Parcel 18-163
Found 1/2" Rebar With
Blue Plastic Cap #19880
NW Corner Parcel 18-163
Found 1/2" Rebar With
Blue Plastic Cap #19880
NE Corner Parcel 18-163
Found 1/2" Rebar
Found 1/2" Rebar With
Blue Plastic Cap #19880
Public 15' Water Main
Easement
(Book 2019, Page 10432)
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AREA ABOVE RESERVED FOR RECORDER
INDEX LEGEND
SURVEYOR'S NAME / RETURN TO:
AUSTIN J. DAVENPORT
ADAVENPORT@SNYDER-ASSOCIATES.COM
SERVICE PROVIDED BY:
SNYDER & ASSOCIATES, INC.
SURVEY LOCATED:
PARCEL 18-163
PT. OUTLOT B
SHOPS AT KETTLESTONE NORTH PLAT 5
SEC. 04-78N-26W
REQUESTED BY:
MN WAUKEE HOLDINGS LLC
CALIBER KETTLESTONE PLAT 1
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, OPC # P29380
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
Orange Plastic Cap OPC
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
PROPERTY DESCRIPTION
(WARRANTY DEED - DOCUMENT NUMBER: 2023-19143)
PARCEL 18-163 OF PLAT OF SURVEY RECORDED IN BOOK 2018 PAGE 23782, BEING A PART OF OUTLOT B
OF THE SHOPS AT KETTLESTONE NORTH PLAT 5, AN OFFICIAL PLAT, NOW INCLUDED IN AND FORMING A
PART OF THE CITY OF WAUKEE, DALLAS COUNTY,IOWA.
PROPERTY ADDRESS
915 AND 845 SE ESKER RIDGE
WAUKEE, IOWA 50263
DATE OF SURVEY
DECEMBER 8, 2025
PROPERTY OWNER
MN WAUKEE HOLDINGS LLC
1409 N RIVERFRONT DR
MANKATO, MN 56001
AREA SUMMARY
GROSS AREA: 2.82 ACRES (122,603 SF)
ZONING
K-MU/PD-1 OVERLAY: KETTLESTONE MULTI-FAMILY/ PLANNED DEVELOPMENT DISTRICT OVERLAY
(PER ZONING ORDINANCE #2896)
BULK REGULATIONS
LOT AREA: NO MINIMUM REQUIREMENT
LOT WIDTH: NO MINIMUM REQUIREMENT
FRONT YARDS: NO MINIMUM FOR PRINCIPAL PERMITTED USES.
20 FEET FOR ACCESSORY STRUCTURES
SIDE YARDS: NO MINIMUM FOR PRINCIPAL PERMITTED USES UNLESS ADJACENT TO ADJOINING
SINGLE-FAMILY, IN WHICH CASE THE MINIMUM SETBACK SHALL BE 50 FEET.
5 FEET FOR ACCESSORY STRUCTURES.
REAR YARD: NO MINIMUM FOR PRINCIPAL PERMITTED USES UNLESS ADJACENT TO ADJOINING
SINGLE-FAMILY, IN WHICH CASE THE MINIMUM SETBACK SHALL BE 50 FEET.
5 FEET FOR ACCESSORY STRUCTURES.
MAXIMUM HEIGHT: PRINCIPAL BUILDING - 8 STORIES
ACCESSORY BUILDING - 1 STORY
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.
PLAT AREA
GR
A
N
D
P
R
A
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R
I
E
P
K
W
Y
SE
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A
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D
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S
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R
R
I
D
G
E
D
R
I
V
E
SE TALLG
R
A
S
S
L
A
N
E
VICINITY MAP
WAUKEE, IOWA
(1"=200')
SE E
N
C
O
M
P
A
S
S
D
R
I
V
E
Austin J. Davenport, PLS Date
License Number P29380
My License Renewal Date is December 31, 2027
Pages or sheets covered by this seal:
AUSTIN J.
DAVENPORT
P29380
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.
SHEET 1 OF 1. DRAF
T
UP
721 SF
UNIT 101
1 BED
690 SF
UNIT 102
1 BED
665 SF
UNIT 103
SUITE
665 SF
UNIT 117
SUITE
665 SF
UNIT 119
SUITE
721 SF
UNIT 121
1 BED -TYPE A
669 SF
UNIT 104
SUITE
873 SF
UNIT 118
2 BED
669 SF
UNIT 120
SUITE
691 SF
UNIT 122
1 BED
STAIRSTAIR
MECH
EXIT PASSAGE
873 SF
UNIT 106
2 BED
892 SF
UNIT 116
2 BED
665 SF
UNIT 105
SUITE
665 SF
UNIT 115
SUITE
816 SF
UNIT 112
SUITE
873 SF
UNIT 114
2 BED
892 SF
UNIT 108
2 BED873 SF
UNIT 110
2 BED
665 SF
UNIT 107
SUITE
665 SF
UNIT 109
SUITE
665 SF
UNIT 111
SUITE
665 SF
UNIT 113
SUITE
79
'
-
1
1
"
236'-7"
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
O
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E
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:
REVISIONS:
M1
25-021
Wa
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1st Floor Plan
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NORTH SCALE:1/8" = 1'-0"1 1ST FLOOR - MARKETING
SF: 18,243
UNIT SCHEDULE
TYPE COUNT AREA
1 BED 11 690 SF ... 768 SF
1 BED - TYPE A 1 721 SF
2 BED 20 873 SF ... 892 SF
SUITE 34 665 SF ... 816 SF
DN
UP
738 SF
UNIT 202
1 BED
669 SF
UNIT 204
SUITE
873 SF
UNIT 218
2 BED
669 SF
UNIT 220
SUITE
738 SF
UNIT 222
1 BED
768 SF
UNIT 221
1 BED
665 SF
UNIT 219
SUITE
665 SF
UNIT 217
SUITE
873 SF
UNIT 206
2 BED
892 SF
UNIT 216
2 BED
665 SF
UNIT 215
SUITE
665 SF
UNIT 205
SUITE
665 SF
UNIT 203
SUITE
768 SF
UNIT 201
1 BED
STAIRSTAIR
231'-2"
79
'
-
1
1
"
873 SF
UNIT 212
2 BED
873 SF
UNIT 214
2 BED
892 SF
UNIT 208
2 BED873 SF
UNIT 210
2 BED
665 SF
UNIT 207
SUITE
665 SF
UNIT 209
SUITE
665 SF
UNIT 211
SUITE
665 SF
UNIT 213
SUITE
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
O
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:
REVISIONS:
M2
25-021
Wa
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2nd and 3rd Floor Plan
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2
NORTH SCALE:1/8" = 1'-0"1 2ND AND 3RD FLOOR - MARKETING
SF: 17,904
UNIT SCHEDULE
TYPE COUNT AREA
1 BED 11 690 SF ... 768 SF
1 BED - TYPE A 1 721 SF
2 BED 20 873 SF ... 892 SF
SUITE 34 665 SF ... 816 SF
ROOF ACCESS HATCH
1/
4
"
/
1
2
"
1'-0"
84
'
-
0
"
1/4" / 12"1/4" / 12"
1/
4
"
/
1
2
"
1/
4
"
/
1
2
"
1/4" / 12"
ROOF DRAINROOF DRAIN ROOF DRAIN
RTURTU
RTURTU
RTURTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTURTU
OVERFLOW DRAIN OVERFLOW DRAIN
ROOF DRAIN ROOF DRAINROOF DRAIN
OVERFLOW DRAINOVERFLOW DRAIN
RTU RTU
RTU RTU
RTU RTU
RTU
RTU
RTU
RTU
RTU RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
234'-2"
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
O
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E
C
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REVISIONS:
M3
25-021
Wa
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Roof Plan
Wa
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SITE SUBMITTAL
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NORTH SCALE:1/8" = 1'-0"1 ROOF PLAN - MARKETING
40
'
-
6
"
B1B2
B1
B1 B1
METER
LOCATION
40
'
-
6
"
B1 B2B1S1
B1
B1S1
B1B1
S1B1
B1
S1B1S1
B1
S1
B1
B1
B1
S1B1B1B2
B1
B2B2
METAL PARAPET CAP TYPHARDIE FIBER CEMENT FASCIA
PAINTED SW 6258 TRICORN BLACK (TYP.)
B2B1
B1
B1
S1 B1
B1B1
B1
B1
B1
B1B1
B1B1B2 S1 S1 S1S1S1S1
B1
B2 B2
B1B2B1B1
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
O
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E
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REVISIONS:
M4
25-021
Wa
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Elevations
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SITE SUBMITTAL
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SCALE:1/8" = 1'-0"2 WEST ELEVATION
SCALE:1/8" = 1'-0"1 NORTH ELEVATION
SCALE:1/8" = 1'-0"3 EAST ELEVATION
SCALE:1/8" = 1'-0"4 SOUTH ELEVATION
MATERIAL SCHEDULE - WEST
Type Description Area Percentage
B1 Modular Brick - 80% Granite Red Velour 20% Carbon Black Velour - Running Bond 2692 SF 40%
B2 Modular Brick - Carbon Black Velour - Running Bond 1881 SF 28%
S1 Fiber Cement Lap Siding - SW 7017 Dorian Gray 2224 SF 33%
Glazing 2291 SF 25%
24%
21%
30%
MATERIAL SCHEDULE - NORTH
Type Description Area Percentage
B1 Modular Brick - 80% Granite Red Velour 20% Carbon Black Velour - Running Bond 1524 SF 62%
B2 Modular Brick - Carbon Black Velour - Running Bond 924 SF 38%
Glazing 594 SF 20%
30%
50%
MATERIAL SCHEDULE - SOUTH
Type Description Area Percentage
B1 Modular Brick - 80% Granite Red Velour 20% Carbon Black Velour - Running Bond 1440 SF 61%
B2 Modular Brick - Carbon Black Velour - Running Bond 934 SF 39%
Glazing 651 SF 21%
31%
48%
MATERIAL SCHEDULE - EAST
Type Description Area Percentage
B1 Modular Brick - 80% Granite Red Velour 20% Carbon Black Velour - Running Bond 2574 SF 38%
B2 Modular Brick - Carbon Black Velour - Running Bond 1889 SF 28%
S1 Fiber Cement Lap Siding - SW 7017 Dorian Gray 2228 SF 33%
Glazing 2165 SF 25%
25%
1%
29%
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
O
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REVISIONS:
M5
25-021
Wa
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Perspectives
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UP
721 SF
UNIT 101
1 BED -TYPE A
691 SF
UNIT 102
1 BED
665 SF
UNIT 103
SUITE
665 SF
UNIT 109
SUITE
665 SF
UNIT 111
SUITE
721 SF
UNIT 113
1 BED
669 SF
UNIT 104
SUITE
873 SF
UNIT 110
2 BED
669 SF
UNIT 112
SUITE
691 SF
UNIT 114
1 BED
STAIRSTAIR
MECH
EXIT PASSAGE
873 SF
UNIT 106
2 BED
835 SF
UNIT 108
SUITE
665 SF
UNIT 105
SUITE
665 SF
UNIT 107
SUITE
79
'
-
1
1
"
152'-7"
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
O
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E
C
T
:
REVISIONS:
M1
25-021
Wa
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1st Floor Plan
Wa
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SITE SUBMITTAL
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2NORTHSCALE:3/16" = 1'-0"1 1ST FLOOR - MARKETING
SF: 11,570
UNIT SCHEDULE
TYPE COUNT AREA
1 BED 11 691 SF ... 768 SF
1 BED - TYPE A 1 721 SF
2 BED 8 873 SF ... 892 SF
SUITE 22 665 SF ... 835 SF
DN
UP
738 SF
UNIT 202
1 BED
669 SF
UNIT 204
SUITE
873 SF
UNIT 210
2 BED
669 SF
UNIT 212
SUITE
738 SF
UNIT 214
1 BED
768 SF
UNIT 213
1 BED
665 SF
UNIT 211
SUITE
665 SF
UNIT 209
SUITE
873 SF
UNIT 206
2 BED
892 SF
UNIT 208
2 BED
665 SF
UNIT 207
SUITE
665 SF
UNIT 205
SUITE
665 SF
UNIT 203
SUITE
768 SF
UNIT 201
1 BED
STAIRSTAIR
147'-2"
79
'
-
1
1
"
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
O
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REVISIONS:
M2
25-021
Wa
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2nd and 3rd Floor Plan
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2NORTHSCALE:3/16" = 1'-0"1 2ND AND 3RD FLOOR - MARKETING
SF: 11,231
UNIT SCHEDULE
TYPE COUNT AREA
1 BED 11 691 SF ... 768 SF
1 BED - TYPE A 1 721 SF
2 BED 8 873 SF ... 892 SF
SUITE 22 665 SF ... 835 SF
ROOF ACCESS HATCH
ROOF DRAINROOF DRAIN ROOF DRAIN ROOF DRAIN
1/
4
"
/
1
2
"
1/4" / 12"
1/
4
"
/
1
2
"
1/4" / 12"
1/
4
"
/
1
2
"
84
'
-
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"
150'-2"
RTU RTU
RTU RTU
RTU RTU
RTURTU
RTURTU
RTURTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU
RTU RTU
RTU
RTU
RTU
RTU
RTURTU
OVERFLOW DRAIN OVERFLOW DRAIN
1/4" / 12"
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
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REVISIONS:
M3
25-021
Wa
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Roof Plan
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B1 B2 B1 B1
40
'
-
6
"
40
'
-
6
"
B1B2 B1 S1 S1 S1 S1B1B1 B1 B1 B2
B1 B1 B1 B1
B1
B2
HARDIE FIBER CEMENT FASCIA
PAINTED SW 6258 TRICORN BLACK (TYP.)
METAL PARAPET CAP TYP
B1 S1
B1
B1 B1 B1
B1B1B1
S1S1 S1 S1 B2B2
B1
B1 B2 B1B1
METER
LOCATION
B1
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
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PROJECT NO:
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REVISIONS:
M4
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Elevations
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SCALE:1/8" = 1'-0"2 EAST ELEVATION
SCALE:1/8" = 1'-0"4 SOUTH ELEVATION
SCALE:1/8" = 1'-0"3 WEST ELEVATION
SCALE:1/8" = 1'-0"1 NORTH ELEVATION
MATERIAL SCHEDULE - EAST
Type Description Area Percentage
B1 Modular Brick - 80% Granite Red Velour 20% Carbon Black Velour - Running Bond 2046 SF 48%
B2 Modular Brick - Carbon Black Velour - Running Bond 987 SF 23%
S1 Fiber Cement Lap Siding - SW 7017 Dorian Gray 1271 SF 30%
MATERIAL SCHEDULE - NORTH
Type Description Area Percentage
B1 Modular Brick - 80% Granite Red Velour 20% Carbon Black Velour - Running Bond 1512 SF 62%
B2 Modular Brick - Carbon Black Velour - Running Bond 924 SF 38%
MATERIAL SCHEDULE - SOUTH
Type Description Area Percentage
B1 Modular Brick - 80% Granite Red Velour 20% Carbon Black Velour - Running Bond 1452 SF 61%
B2 Modular Brick - Carbon Black Velour - Running Bond 934 SF 39%
MATERIAL SCHEDULE - WEST
Type Description Area Percentage
B1 Modular Brick - 80% Granite Red Velour 20% Carbon Black Velour - Running Bond 1969 SF 47%
B2 Modular Brick - Carbon Black Velour - Running Bond 995 SF 23%
S1 Fiber Cement Lap Siding - SW 7017 Dorian Gray 1270 SF 30%
Glazing 1476 SF 26%
22%
17%
35%
Glazing 594 SF 20%
30%
50%
Glazing 651 SF 21%
31%
48%
Glazing 1404 SF 25%
22%
18%
35%
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
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REVISIONS:
M5
25-021
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Perspectives
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6"
6"10"20'-4"10"6"
14
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M1
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1'-7"9'-2"
10'-0" LONG x 0'-6" DIA CONCRETE
FILLED GATE POST ENCASED IN
FOOTING WITH 6'-0" ABOVE GRADE
TYP WALL SECTION
6"9'-2"1'-7"
22'-0"
23'-0"
6'-0" TALL -METAL TRASH
ENCLOSURE GATE PAINTED BLACK
MODULAR BRICK -80% GRANITE RED VELOUR
20% CARBON BLACK VELOUR -RUNNING BOND
MODULAR BRICK -80% GRANITE RED VELOUR
20% CARBON BLACK VELOUR -RUNNING BOND
MODULAR BRICK -80% GRANITE RED VELOUR
20% CARBON BLACK VELOUR -RUNNING BOND
MODULAR BRICK -80% GRANITE RED VELOUR
20% CARBON BLACK VELOUR -RUNNING BOND
BLACK METAL CAP -TYP.
6'
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PARAPET CAP FLASHING
6" CMU
BRICK TO MATCH
BUILDING
(1) #4 CONT.
#4's @ 48" O.C.
(1) #5 CONT. T&B
#4's @ 24" O.C.
METAL DRIP EDGE ABOVE FINISH
GRADE -VERIFY WITH G.C.
MORTAR DEFLECTION DEVICE w/
MORTAR MAZE CELL VENTS @ 24"
O.C. HEAD JOINTS
THRU-WALL FLASHING
EYE & PINTLE WALL TIES
@ 16" O.C.
1'-0"
3'
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8"
SCALE:3/8" = 1'-0"4 FRONT ELEVATION
SCALE:3/8" = 1'-0"5 REAR ELEVATION
3611 NE Otterview Cir #42
Ankeny, IA 50021
www.jcorpdesignbuild.com
CONTENTS:
SHEET NO:
PROJECT NO:
PR
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J
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C
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REVISIONS:
M1
25-021
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12 / 09 / 2025
Plan, Elevations, Sections
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SCALE:3/8" = 1'-0"1 PLAN
SCALE:3/8" = 1'-0"3 LEFT ELEVATION
SCALE:3/8" = 1'-0"2 RIGHT ELEVATION
SCALE:1 1/2" = 1'-0"6 SECTION