HomeMy WebLinkAbout2021-04-19-I07 Timber Creek Plat 1_Preliminary Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 19, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a preliminary plat
for Timber Creek Plat 1
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary
plat for a 17.76-acre residential development located north of Ashworth
Road and east of R-22/Ute Avenue. The plat includes nine (9) lots for
single family residential development. The lots range in size from 0.75-
acre to 3.23-acres in area. All lots will be served by public utilities.
A number of Outlots are identified on the preliminary plat for various
purposes. Outlots A, B and C are within the 100-year floodplain and will
be owned by the adjoining lot owners. Outlot Z will be utilized for
stormwater management. Outlot Y will have the existing horse barn
located on it.
Timber Creek Lane will provide access to each lot and is shown to be 26-
feet in width and will end in a cul-de-sac.
As part of the rezoning process for this development, a Planned
Development was approved to address two unique components of this
development. The first reason was the use of the existing horse barn
within Outlot Y. The Planned Development includes a provision to
prohibit commercial use of the barn. The second reason for the Planned
Development was to address the proposal to have an access gate across
Timber Creek Lane. The Planned Development includes provisions to
require specific design standards of the street and to require that
emergency access into the development be coordinated with Waukee
Police and Fire Departments.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on April 13, 2021,
recommended approval subject to remaining staff comments:
Approval of a Preliminary Plat for Timber Creek Plat 1
City of Waukee Senior Planner, Andy Kass, introduced the request for approval of a Preliminary
Plat for a residential development as submitted by the applicant, 31495 Ashworth Road, LLC.
I7
The subject property is generally located north of Ashworth Drive and east of R-22/Ute Avenue,
containing approximately 17.76 acres. The property was recently rezoned from A-1 to R-1/PD in
2021.
Mr. Kass advised that the preliminary plan identifies a total of nine lots intended for single family
residential development, ranging in size from 0.75 acres to 3.23 acres in area. The existing home
on the property will remain and be located on lot 6. Outlots A, B, and C are areas within the 100
year floodplain and will be owned by the adjoining lot owner. Outlot Y is 2.15 acres in area with
an existing horse barn. The barn will not be used for commercial or agricultural purposes, and
maintenance of the outlot and buildings will be owned jointly by the owners of lots 6 and 7.
Mr. Kass advised that the planned development was included for two reasons. First, in order to
address the shared use of the existing horse barn shown on Outlot Y, and second to address the
request for a private street instead of a public street in order to place a gate at the entrance of the
development, which would be owned and maintained by the Homeowner’s Association. In
exchange, the City has requested that the private street will be designed to a public street
standard, a sidewalk will be provided on at least one side of the private street, appropriate street
lighting will be required, emergency access for the Waukee Police and Fire Departments to the
entrance gate along Ashworth road, and a public ingress/egress easement to provide access to
maintain City utilities that serve the site.
Mr. Kass explained that storm water detention will be provided within Outlot Z, which will be
owned and maintained by the Homeowner’s Association. Public utilities will be available to the
site, and a 10 foot wide trail is anticipated along Ashworth road when a widening project is
constructed by the city. The trail construction covers part of the required parkland dedication,
with the remaining balance proposed to be satisfied with a fee in lieu of additional land.
Staff would recommend approval of the preliminary plat for Timber Creek Plat 1 subject to any
remaining staff comments.
Commissioner Koshy questioned if the storage area (outlot Y) was a separate parcel from
the rest of the development. Mr. Kass advised that right now, the area is all one parcel.
For any future changes of the Outlot Y, there would need to be an amendment to the
maintenance agreement between the owners of lots 6 and 7.
Commissioner Inman moved to approve the Preliminary Plat for Timber Creek Plat 1 subject to
any remaining staff comments. The motion was seconded by commissioner Broderick. Ayes:
Streit, Koshy, Inman, Ward, Broderick, and Hoifeldt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff’s position is that the proposed preliminary plat
meets the intent and the requirements of the Zoning Ordinance and the
Waukee Subdivision Ordinance. Staff is working with the applicant to
address the last few remaining comments related to the preliminary plat.
RECOMMENDATION: Staff recommends approval of the Preliminary Plat for Timber Creek
Plat 1 subject to remaining staff comments.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Preliminary Plat
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE TIMBER CREEK PLAT 1 PRELIMINARY PLAT
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Preliminary Plat for Timber Creek Plat 1 on April 13, 2021; AND,
WHEREAS, the Preliminary Plat for Timber Creek Plat 1 is in general conformance with
section §303 - Land Subdivision Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 19th day of April, 2021 that the Preliminary Plat for Timber Creek Plat 1 be approved
subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Timber Creek Plat 1 – Preliminary Plat PREPARED BY: Andy Kass AICP, Senior Planner
REPORT DATE: April 9, 2021
MEETING DATE: April 13, 2021
GENERAL INFORMATION
Applicant: 31495 Ashworth Road, LLC
Owner:
31495 Ashworth Road, LLC
Owner’s Representative:
Eric Cannon, P.E. with Snyder & Associates, Inc.
Request: The applicant is requesting approval of a preliminary
plat for a single-family residential subdivision.
Location and Size: Property is generally located north of Ashworth Drive
and east of R-22/Ute Avenue, containing
approximately 17.76-acres.
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in RED).
April 9, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Existing Acreage Single Family
Residential
R-1 (Single Family Residential District) /
PD-1 (Planned Development Overlay
District)
North Single Family Single Family
Residential
Dallas County
South Single Family Rural Residential Dallas County
East Timberline
Campground
Park Dallas County
West Existing Acreage &
El Dorado Hills Plat 1
Single Family
Residential
A-1 (Agricultural District) & R-1 (Single
Family Residential)
HISTORY
The Commission recently reviewed a rezoning required of the subject property at their meeting on January 26, 2021.
The Commission recommended approval of the request to rezone the property from A-1 to R-1/PD-1. The City
Council approved the rezoning at their meeting on March 1, 2021.
PROJECT DESCRIPTION
LOTS
The preliminary plat identifies a total of nine (9) lots that are intended for single family residential development. The lots
will be developed in one phase. The lots range in size from 0.75-acre to 3.23-acres in area. The existing home on the
property that will remain and be located on Lot 6. Outlots A, B, and C are areas within the 100-year floodplain that will
be owned by each adjoining lot owner. Outlot Y is 2.15-acres in area and has an existing horse barn located on it. The
barn will not be utilized for commercial or agricultural purposes, but will be owned jointly by the owners of Lots 6 and 7
for storage.
The bulk regulations for the R-1/PD-1 zoning district are included below in Table 1. All proposed lots comply with the
regulations of the proposed R-1/PD-1 district.
Table 1: R-1/PD-1 requirements.
Category Proposed R-1/PD-1 (minimum)
Lot Area 30,000 square feet
Lot Width 100 feet
Front Yard Setback 50 feet
Rear Yard Setback 35 feet
Side Yard Setback 25 feet
The Planned Development was included for two reasons. The first reason is to address the shared use of the existing
horse barn shown on Outlot Y. The Planned Development includes a provision to prohibit commercial use of the barn.
April 9, 2021
3 of 3
The second purpose was to address the request of a private street instead of a public street. Provisions related to the
private street were included within the Planned Development to address emergency access and street design. The
provisions include the following:
The private street shall be designed to a public street standard as is defined within the Waukee
Subdivision Ordinance and Waukee Standard Specifications for Public Improvements
Sidewalk shall be provided on at least one side of the private street
Appropriate street lighting shall be provided in order to create a safe and secure environment for the
residents within the development
Emergency access as approved by the Waukee Police and Fire Departments shall be provided to the
entrance gate along Ashworth Road
A public ingress/egress easement shall be provided to allow for emergency access and for maintenance
of City utilities
STREETS AND TRAIL
As indicated above, the proposed street, Timber Creek Lane, will be a private street. The street is proposed to be 26-
feet in width, which is consistent with the minimum width required of a public street. At the intersection with Ashworth
Road, the preliminary plat identifies an access gate. Emergency service access will need to be coordinated with the
Waukee Fire and Police Departments prior to the installation of the gate. A 5-foot sidewalk is shown on both sides of
the street. A 10-foot trail along Ashworth Road will be installed in the future when a widening project is constructed by
the City.
UTILITIES
Public utilities will service the proposed development. Sanitary sewer is available along Ashworth Road and will be
extended into the development. As part of future intersection improvements to R-22 and Ashworth Road, the City, will
extend a public water main across the frontage of this property that a connection to service the proposed lots will be
made. Stormwater detention for the project will be provided within Outlot Z, which will be owned and maintained by
the homeowners association.
EASEMENTS
All proposed easements have been indicated on the preliminary plat. Landscape buffer easements have been indicated
Along Outlot Z adjacent to Ashworth Road.
PARKLAND DEDCIATION
Parkland dedication requirements will apply to the project because of its residential nature. The required amount of
parkland is 0.18-acre. The applicant has proposed to satisfy the remaining balance of parkland with a fee in lieu of
additional land dedication.
STAFF RECOMMENDATION
All proposed lots meet the minimum requirements of the Zoning Ordinance and Planned Development, the preliminary
plat is in general conformance with the Subdivision Ordinance, and the proposed land use of the property is consistent
with the Comprehensive Plan. Staff recommends approval of the preliminary plat for Timber Creek Plat 1 subject to
remaining staff comments.
PRELIMINARY PLAT
TIMBER CREEK PLAT 1
CITY OF WAUKEE, DALLAS COUNTY, IOWA
VICINITY MAP
PROJECT LOCATION
NOT TO SCALE
OWNER / DEVELOPER
31495 ASHWORTH ROAD LLC
1680 SW ANKENY RD, SUITE 1B
ANKENY, IA 50023
CONTACT: NICK JENSEN BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comEDCJWMKMM02-15-21 120.0259.01C100120.0259.01
C100TIMBER CREEK PLAT 1PRELIMINARY PLAT - TITLE SHEETWAUKEE, IAREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTS3-2-213-16-213-30-214-6-21JWMJWMJWMJWM1234TTN-RRW-SSV:\Projects\2020\120.0259.01\CADD\1200259_PPT.dwg JEREMY W MCCORMICK, PRELIMINARY PLAT - TITLE SHEET, 2021/04/06, 1:10 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)ENGINEER
SNYDER AND ASSOCIATES, INC
2727 SNYDER BLVD.
ANKENY, IA 50023
CONTACT: ERIC CANNON
INDEX OF SHEETS
C100 PRELIMINARY PLAT - TITLE SHEET
C200 PRELIMINARY PLAT - PROJECT INFORMATION
C201 PRELIMINARY PLAT- EXISTING SITE SURVEY & DEMOLITION PLAN
C300 PRELIMINARY PLAT - LAYOUT PLAN
C400 PRELIMINARY PLAT - UTILITY PLAN
C500 PRELIMINARY PLAT - GRADING EROSION CONTROL PLAN
C600 PRELIMINARY PLAT - LANDSCAPE BUFFER PLANUTE AVE
ASHWORTH RD
SUGAR CREEK LNSILVERLEAF LN
DAYBREAK DR
JACKPINE DRWHITEPINE CTCATERINE CTTIMBER
CREEK
LANE
NOTES
1.NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY
DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR
DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL
UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN
FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT
SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE
UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE.
2.CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL
CONFORM TO THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC
IMPROVEMENTS AND THE SOILS REPORTS PREPARED BY OTHERS.
3.LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM
CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE.
4.ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH
REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES
OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE
PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN
APPEARANCE, EQUIPMENT AND ACTIONS.
5.NOTIFY OWNER, ENGINEER AND CITY OF WAUKEE AT LEAST 48 HOURS
PRIOR TO BEGINNING WORK.
6.CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES.
BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95% MAXIMUM
DENSITY.
7.IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES
AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.
8.ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE
RECONNECTED AND NOTED ACCORDINGLY ON THE AS-BUILT
DOCUMENTS.
9.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.
10.CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED
TO BE UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN
APPROVED OFF-SITE WASTE SITE.
11.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO
BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH
GRADES.
12.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE
FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS
OTHERWISE NOTED.
13.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS
FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED
BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORKING DAY AND
PRIOR TO A RAIN EVENT..
14.THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL
GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK.
15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION
CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE
RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL
MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND
SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY
CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT.
16.CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE
AND ANY OTHER FRANCHISE UTILITY SERVICES WITH UTILITY SERVICE
PROVIDER, DALLAS COUNTY, AND THE OWNER PRIOR TO
CONSTRUCTION.
17.CONTRACTOR TO VERIFY ALL UTILITY CROSSINGS AND MAINTAIN
MINIMUM 18" VERTICAL AND HORIZONTAL CLEARANCE BETWEEN
UTILITIES. CONTRACTOR TO COORDINATE UTILITY ROUTING TO BUILDING
AND VERIFY CONNECTION LOCATIONS AND INVERTS PRIOR TO
CONSTRUCTION.
18.ALL NEW HOMES CONSTRUCTED REQUIRE AND AVAILABLE FIRE FLOW IN
ACCORDANCE WITH TABLE B105.1 IN IFC AS ADOPTED BY THE CITY OF
WAUKEE AND MAY BE REQUIRED TO BE PROVIDED WITH AND
AUTOMATIC FIRE SPRINKLER SYSTEM. CONSULT WITH WAUKEE FIRE
DEPARTMENT PRIOR TO SUBMITTING A BUILDING PERMIT.
PROPERTY DESCRIPTION
LOT 3, TANGLEWOODS ACRES, AN OFFICIAL PLAT, EXCEPT PARCEL 19-21 AS FILED IN BOOK 2019, PAGE 3583 OF THE DALLAS COUNTY RECORDER'S OFFICE ALL
BEING IN THE CITY OF WAUKEE, DALLAS COUNTY, IOWA.
DATE OF SURVEY
9-1-2020
ZONING
R-1 SINGLE FAMILY RESIDENTIAL AND
PD-1 PLANED DEVELOPMENT OVERLAY
AREA SUMMARY
17.76 AC.
BULK REGULATIONS AND SETBACKS
FRONT YARD SETBACK = 50' MIN.
SIDE YARD SETBACK = 25' MIN. (12.5' EACH SIDE)
REAR YARD SETBACK = 35' MIN.
LOT SIZE = 30,000SF MIN.
LOT WIDTH = 100' MIN.
LOT DEPTH = 200' MIN.
NOTES
1.PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES, A PRECONSTRUCTION MEETING WITH THE CITY IS REQUIRED.
2.WATER MAIN AND SANITARY SEWER WILL BE PUBLIC UTILITIES. CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL CONFORM
TO THE CURRENT EDITIONS OF THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND THE STATEWIDE
URBAN DESIGN AND SPECIFICATIONS.
3.OUTLOT "X" AND OUTLOT "Z" TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION
4.OUTLOTS A, B AND C SHALL ADJOIN LOTS 6, 5 AND 4 AND BE SOLD AS PART OF THE ADJOINING LOTS.
5.OUTLOT Y AND ANY ASSOCIATED STRUCTURES SHALL BE JOINTLY OWNED AND MAINTAINED BY THE OWNERS OF LOT 6 AND 7.
6.TIMBER CREEK LANE SHALL BE A PRIVATE STREET AND DESIGNED TO PUBLIC STREET STANDARDS.
7.STREET LIGHTS SHALL BE PROVIDED AND BE PRIVATELY OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
8.STORM SEWER AND THE PRIVATE STREET WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION.
9.SIDEWALK ALONG ASHWORTH RD SHALL BE DEFERED UNTIL THE IMPROVEMENTS TO ASHWORTH RD BY OTHERS.
10.OUTLOT X AND OUTLOT Z SHALL BE PRIVATE STORM SEWER EASEMENTS.
11.SIDEWALK TO TERMINATE AT NORTH EDGE OF FUTURE DRIVEWAY OF LOT 9 DUE TO CONSTRUCTIBILITY CONSTRAINTS ALONG
THE EASTERN EDGE TO TIMBER CREEK LANE. PEDESTRIAN ACCESS TO ASHWORTH ROAD IS PROVIDED THROUGHOUT THE
DEVELOPMENT.BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comEDCJWMKMM02-15-21 120.0259.01C200120.0259.01
C200TIMBER CREEK PLAT 1PRELIMINARY PLAT - PROJECT INFORMATIONWAUKEE, IAREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTS3-2-213-16-213-30-214-6-21JWMJWMJWMJWM1234TTN-RRW-SSV:\Projects\2020\120.0259.01\CADD\1200259_PPT.dwg JEREMY W MCCORMICK, PRELIMINARY PLAT - PROJECT INFORMATION, 2021/04/06, 1:10 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)UTILITY QUALITY SERVICE LEVELS
QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY
TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI /
ASCE 38-02 STANDARD.
QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR
ORAL RECOLLECTIONS.
QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING
VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT
IN CORRELATING THIS INFORMATION WITH
QUALITY D INFORMATION.
QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF
APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE
AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.
QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND
UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY
EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION,
MATERIAL, AND OTHER CHARACTERISTICS.
UTILITY WARNING
THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN
COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR
SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED
EXCEPT WHERE NOTED AS QUALITY LEVEL A.
FEATURES EXISTING PROPOSED
Spot Elevation
Contour Elevation
Fence (Barbed, Field, Hog)
Fence (Chain Link)
Fence (Wood)
Fence (Silt)
Tree Line
Tree Stump
Deciduous Tree \\ Shrub
Coniferous Tree \\ Shrub
Communication
Overhead Communication
Fiber Optic
Underground Electric
Overhead Electric
Gas Main with Size
High Pressure Gas Main with Size
Water Main with Size
Sanitary Sewer with Size
Duct Bank
Test Hole Location for SUE w/ID
(*) Denotes the survey quality service level for utilities
Sanitary Manhole
Storm Sewer with Size
Storm Manhole
Single Storm Sewer Intake
Double Storm Sewer Intake
Fire Hydrant
Fire Hydrant on Building
Water Main Valve
Water Service Valve
Well
Utility Pole
Guy Anchor
Utility Pole with Light
Utility Pole with Transformer
Street Light
Yard Light
Electric Box
Electric Transformer
Traffic Sign
Communication Pedestal
Communication Manhole
Communication Handhole
Fiber Optic Manhole
Fiber Optic Handhole
Gas Valve
Gas Manhole
Gas Apparatus
Fence Post or Guard Post
Underground Storage Tank
Above Ground Storage Tank
Sign
Satellite Dish
Mailbox
Sprinkler Head
Irrigation Control Valve
LEGEND
○
1
2
2
5
X 1225.25
●
X
1
2
2
5
1225.25
FEATURES FOUND SET
Section Corner
1/2" Rebar, Cap # 11579
(Unless Otherwise Noted)
ROW Marker
ROW Rail
Control Point
Bench Mark
Platted Distance P
Measured Bearing & Distance M
Recorded As R
Deed Distance D
Calculated Distance C
Minimum Protection Elevation MPE
Centerline
Section Line
1/4 Section Line
1/4 1/4 Section Line
Easement Line
UTILITY CONTACT INFORMATION
UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE
IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552006175.
G1-GAS MAIN CITY OF WAUKEE
S-SANITARY SEWER TIM ROYER
ST-STORM SEWER 515-987-7920
troyer@waukee.org
FO1-FIBER OPTIC CENTURY LINK
Tom Sturmer
303-453-9927
Thomas.sturmer@centurylink.com
FO2-FIBER OPTIC MI-FIBER
Jack Jones
515-897-9192
jack@grm.net
OE1-OVERHEAD ELECTRIC MID AMERICAN ENERGY
UE1-UNDERGROUND ELECTRIC JAMIE NEER
515-252-6972
MECDSMDESIGNLOCATES@MIDAMERICAN.COM
W1-WATER MAIN XENIA RURAL WATER
Laird Van Dee
515-676-2117
lvandee@xeniawater.org
NO RESPONSE MEDIACOM COMMUNICATIONS CORP
Paul May
515-246-2252
pmay@mediacomcc.com
CONTROL POINTS
IOWA SOUTH STATE PLANE COORDINATE SYSTEM
NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET
CP1 N=574727.03 E=1537483.90 Z=921.95
1/2" REBAR WITH RED PLASTIC CAP ON SOUTH SIDE OF ASHWORTH ROAD, +/-25'
EAST OF DRIVE TO HOUSE #31495 AT EDGE OF GRAVEL. (AS SHOWN ON
SURVEY) EL=921.95
CP2 N=575276.25 E=1537045.36 Z=928.29
1/2" REBAR WITH RED PLASTIC CAP, +/-20' WEST OF FARM HYDRANT, +/-20' EAST
OF WEST TREE LINE. (AS SHOWN ON SURVEY) EL=928.29
CP3 N=575423.59 E=1537496.82 Z=947.25
1/2" REBAR WITH RED PLASTIC CAP, +/-10' EAST OF SOUTHEAST FENCE
CORNER TO PEN, +/-30' WEST OF EAST TREE LINE. (AS SHOWN ON SURVEY)
EL=947.25
CP4 N=575826.20 E=1537082.28 Z=940.28
MAG NAIL AT NORTHEAST CORNER ASPHALT DRIVE, +/-1' SOUTH OF GRAVEL,
+/-30' SOUTHWEST OF BUILDING CORNER. (AS SHOWN ON SURVEY) EL=940.28
CP5 N=576023.16 E=1537495.95 Z=963.19
1/2" REBAR, +/-15' SOUTHEAST OF NORTHEAST FENCE CORNER TO PEN,
NORTHEAST CORNER OF SITE. (AS SHOWN ON SURVEY) EL=963.19
VARIES
VARIES
2.0%2.0%
1.5'1.5'
50' INGRESS/EGRESS EASEMENT
26.0' B/B
6.5'6.5'
PRIVATE DRIVE (TIMBER CREEK LANE)
TYPICAL SECTION
6.0'6.0'
4.0%4.0%
12" SUBGRADE PREPED IN TWO 6" LIFTS
7" PCCPROFILE GRADE TS @ CL
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".
5' SIDEWALK
1.0'
5' SIDEWALK
1.0'
6.5'6.5'
1 2 3 4 515" STF.L.=918.32 15" CMP WF.L.=917.34 15" CMP ERim=922.35Inv.=908.44 12" PVC EInv.=908.35 12" PVC WF.L.=926.98 15" CMP E15" STF.L.=931.98 15" CMP E15" STF.L.=932.74 15" CMP WF.L.=928.46 15" CMP WASHWORTH ROADF.L.=933.28 6" CPP NE6" STF.L.=938.20 6" CPP NE6" STF.L.=938.41 15" CMP NE15" STF.L.=938.68 15" CMP SWRim=911.21Inv.=894.06 36"DIP NWInv.=894.06 36"DIP SEInv.=895.71 12" DIP E104,169 SF
2.39 AC
6
48,329 SF
1.11 AC
5
140,699 SF
3.23 AC
7
43,619 SF
1.00 AC
2
52,876 SF
1.21 AC
8
44,283 SF
1.02 AC
3
52,242 SF
1.20 AC
4
59,714 SF
1.37 AC
9
32,433 SF
0.74 AC
1 13,661 SF0.31 ACSTREET LOT A9,346 SF
0.21 AC
OUTLOT Z
13,866 SF
0.32 AC
OUTLOT C
16,557 SF
0.38 AC
OUTLOT B
11,643 SF
0.27 AC
OUTLOT A
93,592 SF
2.15 AC
OUTLOT Y
51,348 SF
1.18 AC
OUTLOT X
249.15
'124'56'276.52
'
173.
2
4'
162'255.62
'
162.
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80'115.58'98.64'66.13
'
147.
3
6'
62.96'124.87'48.4
3'294.13'133'
41.8
7'101.10'52
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9
4
'
91.47'
61.3
8'
115.5
9'
12.79'232.66'93.67'77'
32'
20'
116.43'
57.40'
218.12'262.41'320.89'148.62'4
1
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300.94'
15
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'43'247.90'318.94'26
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'41'323.38'474.31'332.35'37'32'
77'
160.00'
16.45'
243'
203'
144.62'
207.45'227.72'184.24'41.53'46.83'S0°12'07"W 75.54'S83°21'34"W 207.49'N35°
3
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6
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1'N58°58'54"W 328.82'N2
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1
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N6°13'04"W 109.8
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N1°43'49"W 178.47'
N28°
4
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W
1
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4
2'N82°49'11"E 880.52'S0°12'07"W 778.93'
S81°47'51"W 69.65'
S0°14'20"W 464.02'
N83°25'31"E 69.69'123.01'60.43'
68.5
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100 YR FLOOD PLAIN
500 YR FLOOD PLAINBOLEY, DEBORAH FIRST REVOCABLELIVING TRUST BOLEY, DEBORAH TRUSTEEZONING: R-1 SUBURBAN RESIDENTIALFOUR SE
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THE NEW PIONEER GUN CLUB
ZONING: COMMERCIAL BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comEDCJWMKMM02-15-2150120.0259.01C201120.0259.01
C201TIMBER CREEK PLAT 1PRLIMINARY PLAT - EXISTING SITE SURVEY & DEMOLITION PLANWAUKEE, IAREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTS3-2-213-16-213-30-214-6-21JWMJWMJWMJWM1234TTN-RRW-SSV:\Projects\2020\120.0259.01\CADD\1200259_PPT.dwg JEREMY W MCCORMICK, PRELIMINARY PLAT- EXISTING SITE SURVEY & DEMOLITION PLAN, 2021/04/06, 1:10 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET
0 50
REMOVE EXISTING CULVERT
TREE REMOVAL (TYP)
X
X
X
X
X X X X X X X
X
X
X
X
X
COORDINATE REMOVAL OF EXISTING
SEPTIC SYSTEM WITH PROPERTY OWNER
REMOVE EXISTING FENCE (TYP)
X
X
X
XX
XX X X X
X
X
X
XXXXXXX
X
X
X
X
X
X X XXXX
X
X
X
X X X X
REMOVE EXISTING FENCE (TYP)
REMOVE EXISTING FENCE (TYP)
REMOVE EXISTING DRIVE
REMOVE EXISTING DRIVE
ABANDON EXISTING ELECTRIC SERVICE
ABANDON EXISTING FIBER SERVICE
TREE REMOVAL (TYP)
X X X
X
X
X
X
X
X
X
XX
X
X
X X
X X
TREE REMOVAL (TYP)
REMOVE EXISTING CULVERT
REMOVE EXISTING CULVERT
X
X
X
ABANDON AND REMOVE
EXISTING METER PIT
REMOVE EXISTING CULVERTABANDON EXISTING
ELECTRIC SERVICE
REMOVE EXISTING
OVERHEAD
ELECTRIC SERVICE
TREE REMOVAL (TYP)
TREE REMOVAL (TYP)
NOTES
1.COORDINATE THE ABANDONMENT AND REMOVAL OF ALL EXISTING UTILITY
SERVICE LINES PRIOR TO CONSTRUCTION.
2.EXISTING SEPTIC SEWER TO BE ABANDONED AND REMOVED IN
COMPLIANCE WITH IDNR AND DALLAS COUNTY ENVIRONMENTAL HEALTH
DEPARTMENT REQUIREMENTS.
3.CONTRACTOR TO ABANDON ANY EXISTING WELLS IN COMPLIANCE WITH
IDNR AND DALLAS COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
REQUIREMENTS.
PROTECT EXISTING WOOD FENCE
PROTECT EXISTING WOOD FENCE
TIMBERC R E E K L A N E
ASHWORTH RD 1 2 3 4 515" ST15" ST15" STASHWORTH ROAD6" ST6" ST15" ST8" SAN
8" SA
N
8" SAN
8" SA
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4" SAN
4" SAN
6" SAN24" ST 15" ST30" ST8" ST
8" ST8" ST
24" ST 18" ST8"W
8"W
8"W
8"W
50' B.
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50' B.
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50' B.S.L
50' B.S.L50' B.S.L
50' B.S.L 26.0'B/BR45.0'20.0'40.0'20.0'104,169 SF
2.39 AC
6
48,329 SF
1.11 AC
5
140,699 SF
3.23 AC
7
43,619 SF
1.00 AC
2
52,876 SF
1.21 AC
8
44,283 SF
1.02 AC
3
52,242 SF
1.20 AC
4
59,714 SF
1.37 AC
9
32,433 SF
0.74 AC
1 13,661 SF0.31 ACSTREET LOT A9,346 SF
0.21 AC
OUTLOT Z
13,866 SF
0.32 AC
OUTLOT C
16,557 SF
0.38 AC
OUTLOT B
11,643 SF
0.27 AC
OUTLOT A
93,592 SF
2.15 AC
OUTLOT Y
51,348 SF
1.18 AC
OUTLOT X
249.15
'124'56'276.52
'
173.
2
4'
162'255.62
'
162.
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80'115.58'98.64'66.13
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147.
3
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62.96'124.87'48.4
3'294.13'133'
41.8
7'101.10'52
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9
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'
91.47'
61.3
8'
115.5
9'
12.79'232.66'93.67'77'
32'
20'
116.43'
57.40'
218.12'262.41'320.89'148.62'4
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77'
160.00'
16.45'
243'
203'
144.62'
207.45'227.72'184.24'41.53'46.83'S0°12'07"W 75.54'S83°21'34"W 207.49'N35°
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N28°
4
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W
1
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S81°47'51"W 69.65'
S0°14'20"W 464.02'
N83°25'31"E 69.69'123.01'60.43'
68.5
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500 YR FLOOD PLAIN
60'
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35' REAR YARDRETAINING WALL
TO BE DESIGNED BY STRUCTURAL ENGINEER
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THE NEW PIONEER GUN CLUB
ZONING: COMMERCIAL BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comEDCJWMKMM02-15-2150120.0259.01C300120.0259.01
C300TIMBER CREEK PLAT 1PRELIMINARY PLAT - LAYOUT PLANWAUKEE, IAREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTS3-2-213-16-213-30-214-6-21JWMJWMJWMJWM1234TTN-RRW-SSV:\Projects\2020\120.0259.01\CADD\1200259_PPT.dwg JEREMY W MCCORMICK, PRELIMINARY PLAT - LAYOUT PLAN, 2021/04/06, 1:10 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET
0 50
Overland Flowage Easement
10' P.U.E.
10' Gas Easement
10' Gas Easement
10' P.U.E.
40' Sanitary Sewer Easement
10' Gas Easement
10' P.U.E.
20' Water Main
Easement
10' Overland Flowage Easement 10' Overland Flowage Easement
(Private)15' Overland
Flowage and Storm Sewer
Easement
(Private) Sanitary Sewer Easement
(Private) 15' Storm
Sewer Easement
(Private)15' Storm Sewer Easement
10' P.U.E.
25' LANDSCAPE BUFFER EASEMENT
10' P.U.E.
(Private) Storm Sewer
Easement
(Private) Sanitary Sewer Easement
TIMBERC R E E K L A N E
ASHWORTH RD 1 2 3 4 515" STF.L.=918.32 15" CMP WF.L.=917.34 15" CMP ERim=922.35Inv.=908.44 12" PVC EInv.=908.35 12" PVC WF.L.=926.98 15" CMP E15" STF.L.=931.98 15" CMP E15" STF.L.=932.74 15" CMP WF.L.=928.46 15" CMP WF.L.=933.28 6" CPP NE6" STF.L.=938.20 6" CPP NE6" STF.L.=938.41 15" CMP NE15" STF.L.=938.68 15" CMP SWRim=911.21Inv.=894.06 36"DIP NWInv.=894.06 36"DIP SEInv.=895.71 12" DIP E8" SAN
8" SA
N
8" SAN
8" SA
N
4" SAN
4" SAN
6" SAN24" ST 15" ST30" ST8" ST
8" ST8" ST
24" ST 18" ST8"W
8"W
8"W
8"W
50' B.
S.
L
50' B.
S.
L
50' B.S.L
50' B.S.L50' B.S.L
50' B.S.L 26.0'B/BR45.0'20.0'40.0'20.0'104,169 SF
2.39 AC
6
48,329 SF
1.11 AC
5
140,699 SF
3.23 AC
7
43,619 SF
1.00 AC
2
52,876 SF
1.21 AC
8
44,283 SF
1.02 AC
3
52,242 SF
1.20 AC
4
59,714 SF
1.37 AC
9
32,433 SF
0.74 AC
1 13,661 SF0.31 ACSTREET LOT A9,346 SF
0.21 AC
OUTLOT Z
13,866 SF
0.32 AC
OUTLOT C
16,557 SF
0.38 AC
OUTLOT B
11,643 SF
0.27 AC
OUTLOT A
93,592 SF
2.15 AC
OUTLOT Y
51,348 SF
1.18 AC
OUTLOT X
1
0
0
Y
R
F
L
O
O
D
P
L
A
I
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5
0
0
Y
R
F
L
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P
L
A
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100 YR FLOOD PLAIN
500 YR FLOOD PLAIN
60'
ROW
18
"
S
T
1
5
"
S
T
15" ST15"
ST15" ST15" ST15" ST24" ST6" SAN4" SAN
18" ST24" ST4" S
T
4" S
T
4" S
T
18"
S
T
1
5
"
S
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(Private)
15' Storm Sewer
Easement
(Private) 15' Storm Sewer Easement (Privat
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St
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MPE=928.00
MPE=928.00
MPE=924.00
26' Ingress/Egress
Easement
FUTURE CITY
16" WATER MAIN
ENTRANCE GATE
50' In
gr
e
s
s/
E
gr
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s
s
Ease
m
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BOLEY, DEBORAH FIRST REVOCABLELIVING TRUST BOLEY, DEBORAH TRUSTEEZONING: R-1 SUBURBAN RESIDENTIALFOUR SE
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36" Sanitary Sewer36" Sanitary Se
wer
15
0
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D
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150' HYDRANT COVERAGE150' HYDRANT
COVERAGE150' HYDRANT COVERAGE1
5
0
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D
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A
N
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E
MPE=942.00
MPE=938.00 MPE=937.00
MPE=928.00
MPE=916.00
MPE=916.00
22' B/B
12' SIDE YARD
12' SIDE YARD
35' REAR YARDRETAINING WALL
TO BE DESIGNED BY STRUCTURAL ENGINEER
36" S
a
nit
ar
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S
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40' S
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35' REAR YARD12' SIDE YARD
35' REAR
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120' FUTURE R
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1"W
10' P
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THE NEW PIONEER GUN CLUB
ZONING: COMMERCIAL BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comEDCJWMKMM02-15-2150120.0259.01C400120.0259.01
C400TIMBER CREEK PLAT 1PRELIMINARY PLAT - UTILITY PLANWAUKEE, IAREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTS3-2-213-16-213-30-214-6-21JWMJWMJWMJWM1234TTN-RRW-SSV:\Projects\2020\120.0259.01\CADD\1200259_PPT.dwg JEREMY W MCCORMICK, PRELIMINARY PLAT - UTILITY PLAN, 2021/04/06, 1:10 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET
0 50
TIMBERC R E E K L A N E
ASHWORTH RD 1 2 3 4 515" ST15" ST15" STASHWORTH ROAD6" ST6" ST15" ST939
940
941
941
941
942
943
944
945
9379399
4
0 940941
942
943
939
939
938
937 936
938938
937936
936936936
936
937 9389399409419
3
9
9
3
8
9
3
7
9
3
6 935934933932931930929915920920
923
922930
928
930
931
9409419
4
2
940939 940941942943939938
937
935941 940
93
5
93
0
92
5947947
947
944
92993
8
932
933
934
935
940941942 942942
943
944
945
931
931927 923924925926927928929931930932933934
930931932
933
935
936
937
938
939
940
941
942
943
944
945
946
947
915920922921933934935936937938
939
936937938939940941942943944945946
943944
945
946
947
948
949
950
951
952
953
954
955
956
957
958965
93093193293393493450' B.
S.
L
50' B.
S.
L
50' B.S.L
50' B.S.L50' B.S.L
50' B.S.L 26.0'B/BR45.0'20.0'40.0'20.0'104,169 SF
2.39 AC
6
48,329 SF
1.11 AC
5
140,699 SF
3.23 AC
7
43,619 SF
1.00 AC
2
52,876 SF
1.21 AC
8
44,283 SF
1.02 AC
3
52,242 SF
1.20 AC
4
59,714 SF
1.37 AC
9
32,433 SF
0.74 AC
1 13,661 SF0.31 ACSTREET LOT A9,346 SF
0.21 AC
OUTLOT Z
13,866 SF
0.32 AC
OUTLOT C
16,557 SF
0.38 AC
OUTLOT B
11,643 SF
0.27 AC
OUTLOT A
93,592 SF
2.15 AC
OUTLOT Y
51,348 SF
1.18 AC
OUTLOT X
9399359309259259379369349339329319309299289279269259241
0
0
Y
R
F
L
O
O
D
P
L
A
I
N
5
0
0
Y
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F
L
O
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D
P
L
A
I
N
100 YR FLOOD PLAIN
500 YR FLOOD PLAIN
60'
ROW
(Private)
15' Storm Sewer
Easement
(Private) 15' Storm Sewer Easement936935935
9
3
6937938939 926923
923
925926928931(Privat
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St
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937
950
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944
935
938 939935940935
935
936
937
938
MPE=928.00
MPE=928.00
MPE=924.00
26' Ingress/Egress
Easement
FUTURE CITY
16" WATER MAIN
ENTRANCE GATE
50' In
gr
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2.4%
1.0%
1.0%
Overflow
922.20
2.0%
HP927.85 3.7%
Overflow
934.77 3.0%2.0%2.
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MPE=942.00
MPE=938.00 MPE=937.00
MPE=928.00
MPE=916.00
MPE=916.00
22' B/B
945.00
937.
9
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936.11945.00
939.38
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917.00
918.00
920.00
907.00
918.50
921.00
916.00
907.00
915.50
918.00
920.00
933.00
907.00912.00
911.00
940.29
956.00
964.50
936.0
0
12' SIDE YARD
12' SIDE YARD
35' REAR YARD100YR 939.70
100YR 938.40
100YR 936.41
100YR
9
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0 929.88RETAINING WALL
TO BE DESIGNED BY STRUCTURAL ENGINEER
36" S
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35' REAR YARD12' SIDE YARD
35' REAR
Y
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120' FUTURE R
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93
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924.
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933.00 929.00
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100YR=932.34(Future)
Normal Pool=929.00 3.0%6.7%1.5%
2.0%97'112'110'84'133'61'55'57'THE NEW PIONEER GUN CLUB
ZONING: COMMERCIAL
Normal Pool=919.00
●●●●●●●●●●●●●●●●●
●●
●
●
●
●
●●●●●●●●●●●●●●●●●●●●●●●●
●
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●
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●
●
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●●●●●
●●●TOPSOIL
STOCKPILE
STAGING AREA
CONSTRUCTION
DUMPSTER
SEDIMENT
BASKET(TYP)
SEDIMENT
BASKET(TYP)
STABILIZED
CONSTRUCTION
ENTRANCE
SILT FENCE (TYP)
SILT FENCE (TYP)
SILT FENCE (TYP)
ULTIMATE DISCHARGE TO SUGAR CREEK
10 TONS
CLASS D
RIP RAP
10 TONS
CLASS D
RIP RAP
10 TONS
CLASS D
RIP RAP
10 TONS
CLASS D
RIP RAP
●
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●
SILT FENCE (TYP)
SILT FENCE (TYP)
SILT FENCE (TYP)SILT FENCE (TYP)
SILT F
E
N
C
E (T
Y
P)
SILT FENCE (TYP)BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comEDCJWMKMM02-15-2150120.0259.01C500120.0259.01
C500TIMBER CREEK PLAT 1PRELIMINARY PLAT - GRADING AND EROSION CONTROL PLANWAUKEE, IAREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTS3-2-213-16-213-30-214-6-21JWMJWMJWMJWM1234TTN-RRW-SSV:\Projects\2020\120.0259.01\CADD\1200259_PPT.dwg JEREMY W MCCORMICK, PRELIMINARY PLAT - GRADING EROSION CONTROL PLAN, 2021/04/06, 1:11 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET
0 50
NOTES
1.FEMA FLOOD PLAIN PANEL 19049C0335F EFFECTIVE DATE 12/07/2018
2.OUTLOT Z SHALL BE A DETENTION EASEMENT
3.SOIL QUALITY RESTORATION WILL BE REQUIRED FOR THE REAR YARDS OF
LOTS 3-5 TO CONSIST OF DEEP TINE AERATION AND A MINIMUM OF 8" TOP
SOIL RESPREAD.
10' Overland Flowage Easement
10' Overland Flowage Easement
QUANTITIES
SILT FENCE = 4867 LF
SEDIMENT BASKET = 10 EA
SEEDING AND MULCHING (TYPE 4 URBAN TEMPORARY SEED MIX) = 12.0 AC
DISTURBED AREA = 12.0 AC
CLASS D RIP RAP = 40 TONS
ASHWORTH RD 132,433 SF
0.74 AC
1 13,661 SF0.31 ACSTREET LOT A9,346 SF
0.21 AC
OUTLOT Z
115.58'98.64'66.13
'
62.96'124.87'48.4
3'
S0°12'07"W 75.54'S83°21'34"W 207.49'N83°25'31"E 69.69'123.01'60.43'
68.5
7'
256.58'
15.11'OVERSTORYTREE (TYP)UNDERSTORYTREE (TYP)EVERGREENTREE (TYP)CONTRACTOR TO PROVIDE ONE-THIRDOF REQUIRED PLANT MATERIAL FOR A25' WIDE BUFFER.BYDATEREVISIONMARKScale:Technician:T-R-S:SNYDER & ASSOCIATES, INC. |Checked By:Engineer:Date:1" =Project No:SheetProject No:
Sheet 2727 S.W. SNYDER BLVDANKENY, IOWA 50023515-964-2020 | www.snyder-associates.comEDCJWMKMM02-15-2120120.0259.01C600120.0259.01
C600TIMBER CREEK PLAT 1PRELIMINARY PLAT - LANDSCAPE BUFFER PLANWAUKEE, IAREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTSREVISED AS PER CITY COMMENTS3-2-213-16-213-30-214-6-21JWMJWMJWMJWM1234TTN-RRW-SSV:\Projects\2020\120.0259.01\CADD\1200259_PPT.dwg JEREMY W MCCORMICK, PRELIMINARY PLAT - LANDSCAPE BUFFER PLAN, 2021/04/06, 1:11 PM, ANSI FULL BLEED D (34.00 X 22.00 INCHES)FEET
0 20
25' LANDSCAPE BUFFER EASEMENT