HomeMy WebLinkAboutA003 - Staff Report dated September 11, 2012 32a&b
Staff Report
REQUEST BY DEERY BROTHERS
FOR DESIGNATION OF PROPERTY AS URBAN REVITALIZATION AREA
AND SETTING PUBLIC HEARING
September 11, 2012
BACKGROUND:
Brad Deery, representing the Deery Brothers, has submitted an application (Attachment
1) requesting the designation of four existing lots on SE 16t" Street as an Urban
Revitalization Area (URA), and approval of an Urban Revitalization Plan in accordance
with the URA Policy for this area approved by the City Council on June 12, 2012. The
four lots requested for the URA are currently addressed as 1400, 1500, 1598, and 1698
SE 16t" Street. The lots are proposed to be reconfigured under a separate preliminary
plat application, resulting in a 6.37acre lot for the Deery Brothers Automotive Dealership
site, two lots for future commercial development (2.77 & 3.34 acres, respectively), and a
11.10 acre outlot encompassing the floodway portion of the site. (See Attachment I-A)
The requested URA designation will allow the Deery Brothers to receive a property tax
abatement incentive on their three developable lots. (Shown on Attachment 11, Sheet
C3.0).
The submitted application includes a site plan that shows the proposed development
and improvements on the site. The identified improvements include the site layout for
the Deery Brothers Auto Dealership site (Proposed Lot 1), and the re-grading and
channel realignment in Proposed Outlot A. No improvements other than fill and grading
are identified for the future commercial sites (Proposed Lots 2 & 3). A revised site plan
will be submitted when these lots develop in the future.
Normally the application process requires submittal of a site plan approved by the
Planning and Housing Director. The submitted site plan has not yet received final
approval because there are still a few issues that need to be addressed before approval
can be granted. These include final selection of plant species for the landscape plan,
designation of on-site easements to facilitate storm water across the three developable
lots, and approval and recordation of the final plat. Staff expects to have the landscape
plan and easement issues resolved within the next week or so, and Council action to
approve the final plat is anticipated in mid- to late October. Because these items are
minor and easily satisfied, and because compliance does not rely upon third-
party cooperation outside the applicant's or City's control, the Director has
granted tentative approval of the site plan to facilitate early submittal of the URA
application. The Director believes that the site plan is complete enough for the
City Council to determine compliance with the adopted criteria for the URA.
1
URBAN REVITALIZATION CRITERIA
The Urban Revitalization Policy for this area established six criteria that must be met in
order for the City Council to consider designation of an Urban Revitalization Area. (See
Attachment III). The criteria are listed below, with staff comments following each
criterion describing how the proposed development meets each criterion.
1. The properties have frontage on Southeast 16t" Street between South Duff Avenue
and South Dayton Avenue.
Staff Comments. The four properties associated with the site all have frontage on
Southeast 16t" Street between S. Duff Avenue and S. Dayton Avenue. A map is
included on Page 8 of this report.
2. Fill or other flood proofing will be placed on the site up to an elevation of, at least,
887 feet (NGVD29), when an engineer registered in Iowa provides written
certification that raising the land would result in "no rise" to the Base Flood Elevation
(100 year flood levels).
Staff Comments. The proposed site plan indicates that the finished floor
elevation of the Deery Brothers building will be at 888 NGVD 29 (Attachment II,
Sheet C3.0). The engineer for the project has provided a letter certifying that the
proposed improvements (the fill being placed on the site, the excavation within
the Floodway, and channel straightening) will result in "no-rise" to the Base Flood
Elevation (Attachment I, Pages 7-10). Calculations submitted with the no-rise
certificate indicate that although there would be up to 0.08 increase in the 100
year water surface elevation (WSEL) resulting from the fill alone, the river
channel repairs (required under Criteria 6 below) in combination with the fill will
result in a 0.05 decrease in the WSEL.
The building elevation will be reviewed when the applicant submits an application
for a Flood Plain Development Permit prior to construction. Ultimately, the
required elevation will need to be confirmed when the applicant submits an
Elevation Certificate prior to occupancy of the building indicating that the
lowest finished floor is no less than 887.0 NGVD29.
3. The cost incurred after making the request for tax abatement for the placement of fill
for flood proofing up to an elevation of 887 feet or above and/or channel
improvements (See Criterion 6), if applicable, is expected to be equal to or greater
than the value of the City's portion of the tax abatement.
Staff Comments This criterion requires the project to expend as much or more
for the placement of fill and/or channel improvements than for the benefits
received by the abatement (specifically, the value of the City's portion of the
abatement). The applicant states that the value of the earthwork and channel
straightening is estimated to be $1.2 million (Attachment I, Page 6, Paragraph
1.d.).
2
The applicant also states that the value of the first project (car dealership and
Outlot A improvements), when completed, will have an increased valuation of
$5.2 million (see Attachment I, Page 6). The applicant assumed a total levy by
the City of $10 per thousand of taxable valuation and a three-year abatement for
a total value of $156,000. (The actual City levy for 2012/13 is $10.72 per
thousand which would result in a total value of the abatement of $167,232.)
City staff has reviewed the estimated valuation with the City Assessor's office.
While a valuation will not be placed on a building until construction is completed,
the valuation appears to be a reasonable estimate. Likewise, the cost of the fill
placed on the site and the channel improvements will not be known until the
project is complete. While these numbers may be ballpark (and the applicant
indicates there is large margin in the ratio of costs to abatement value of 7.7), a
development agreement will specify that the final costs of fill will need to
be greater than the final value of the abatement or the City's portion of the
abatement must be returned to the City.
As stated above, the proposed Urban Revitalization Area includes the Deery
Auto Dealership site as well as two other lots lying east of the Dealership site.
These other lots will also be eligible for tax abatement, but only after the
Urban Revitalization Plan is amended to reflect proposals for construction
on these two properties. The amended plan will need to show the site plan
for whatever is proposed for those lots, in addition to how the proposal
meets the policy criteria.
4. A public sidewalk is to be constructed along the south side of the Southeast 16t"
Street adjacent to the property.
Staff Comments The submitted site plan shows a sidewalk extending along the
length of the Deery Brothers Auto Dealership site (Proposed Lot 1), and the
separately submitted preliminary plat provides for sidewalks along all of the
proposed developed lots (Lots 1 — 3). However, a sidewalk is not shown or
proposed along the frontage of Proposed Outlot A. In fact, the applicant
has separately submitted with the preliminary plat application a request to
waive the sidewalk requirement along the frontage of Proposed Outlot A.
The stated reason for the sidewalk waiver pertains to the fact that a portion of the
Outlot's frontage abuts the river and river bank, that there is no pedestrian
access across the bridge along that frontage, and that a safer location to cross
the road is the east end of Proposed Outlot A rather than next to the bridge. The
preliminary plat and associated waiver request is scheduled for Council review
and action on September 25.
The City Council should consider whether a sidewalk along a portion of the
site's frontage meets the intent of the criterion to have a public sidewalk
3
constructed "adjacent to the property." If the Council does not believe this
meets the intent of the sidewalk requirement criteria, then the Council could
direct the applicant to revise the site plan to extend sidewalks across the entire
frontage of both the Deery Auto Dealership site and the adjacent proposed outlot.
(Remember that sidewalks for the future development lots can be required at the
time of lot development per the provisions of the preliminary and final plat).
5. The property will be used for uses permitted in the applicable zoning district except
for the following as further defined and described in the Ames Zoning Ordinance:
a.Wholesale trade
b. Mini-storage warehouse facilities
c. Transportation, communications, and utility uses
d. Institutional uses
e.Adult entertainment businesses
f. Detention facilities
g.Agricultural or industrial equipment sales
h. Agricultural and farm related activities
Staff Comments. There is no evidence that any of the non-permitted uses will be
located on the lot. However, the development agreement will need to address how
long the use restriction will be retained for the abated properties.
6. Owners of property abutting a river must perform channel improvements (widening,
straightening, clearing, etc.) and provide certification from an engineer registered in
Iowa that the improvements will mitigate flooding. These improvements must be
approved by the DNR, Army Corps of Engineers, and the City of Ames.
Staff Comments The applicant has submitted a grading plan for the straightening
of the upper banks of the Skunk River on the east bank adjacent to their property
(Attachment ll, Sheets C3.0 and C3.2). The straightening creates a 3-to-1 slope
adjacent to the top of the normal flow of the river, a 20-foot wide bench, and a 4-
to-1 slope up to existing grade. The intent is that, when the river waters rise
during a flood event, at a certain elevation these waters will be able to take
advantage of the wider cross section of the river and move a shorter distance to
go under the bridges at US Highway 30.
It should be noted that the Urban Revitalization Policy does not provide a
definition of `mitigate." The engineer states in his certification letter (Attachment
I, Page 7) that the "project will mitigate flooding by providing an improved and
stabilized channel in addition to the no-rise condition." He further states that "the
channel improvements will remove large trees that are in imminent danger of
falling into the river during the next major flood event. These trees will potentially
lodge in the downstream Highway 30 bridge and create blockages that will catch
debris and severely restrict water flow through the bridge." Finally, calculations
submitted with the no-rise certificate indicate that although there would be up to
4
0.08 increase in the 100 year water surface elevation (WSEL) resulting from the
fill alone, the river channel realignment in combination with the fill will result in a
0.05 decrease in the WSEL.
The City Council should consider (a) whether the reduction of the Base
Flood Elevation discharge by between 0.00 feet and 0.05 feet as a result of
the channel project meets the Council's expectations to "mitigate flooding"
as required under Criterion 6, and (b) whether compliance with the "no-
rise" requirement under Criterion 2 can also satisfy the requirement to
"mitigate flooding" under Criterion 6.
The policy of Criterion 6 also requires that the "...improvements must be
approved by the DNR, Army Corps of Engineers, and the City of Ames." To date,
only the City of Ames has approved the proposed improvements by means of the
conditional use permit approved by the Zoning Board of Adjustment. The
applicant states that IDOT, IDNR, and Corp of Engineer approvals are pending
(Attachment I, Page 6).
These proposed improvements received partial City approval via a Conditional
Use Permit (CUP) issued by the Zoning Board of Adjustment on August 8t" for
excavations in the Floodway. The improvements will also require City approval of
a flood plain development permit, which would be approved by staff contingent
upon compliance with all conditions of the CUP.
The Iowa Department of Natural Resources has not yet indicated whether an
application for their approval is needed for this channel realignment.
On September 5, 2012 the Iowa Department of Transportation issued a revised
position regarding the approval of the proposed Deery development by stating,
"It appears the department will be able to meet DNR criteria for the 100-year
flood on US 30 by lengthening our existing bridges when they are replaced in
the future. Our analysis indicates that replacing the existing 320 foot
structures with longer structures will allow us to meet DNR criteria for the 100
year flood. An overflow channel through the Deery site plan will not be
necessary to meet the 100-year flood requirements.
In addition, the department does not have any concerns with the proposed
channel excavation along the Skunk River just north of US 30. This channel
excavation will require a work on ROW permit from the department."
5
NEXT STEPS — APPLICATION APPROVAL, HEARING DATE, PLAN
DEVELOPMENT
If the City Council determines from the information provided in the submitted site plan
and application that the developer can meet all URA criteria, then the Council may
approve the application as submitted. The City Council may then set October 23, 2012
as the date of the Public Hearing and direct City staff to prepare an Urban Revitalization
Plan.
This Urban Revitalization Plan will be comprised of the approved site plan prepared by
the applicant, the exemption schedule, and other information required by the Code of
Iowa. The Plan will identify the specific improvements that need to be done prior to the
applicant obtaining the abatement. These improvements will include the placement of
the fill on the site to the height indicated on the plan (888 NGVD 29), the construction of
the detention pond, the river channel improvements, and the construction of the building
as shown on the site plan.
At that October 23rd meeting, the City Council will be asked to act on a resolution
approving the Urban Revitalization Plan for the proposed improvements and to act on
the first reading of an ordinance creating the Urban Revitalization Area for projects
shown on the approved Urban Revitalization Plan. Other actions on that October 23rd
agenda will include approval of a development agreement and the final plat for the
subdivision. (The preliminary plat is scheduled for Council review and approval on
September 25tn )
OPTIONS:
Option 1 :
If the City Council determines from the information provided in the submitted site
plan and application that the developer can meet all URA criteria, then the Council
may approve the application as submitted. The City Council may then set October
23, 2012 as the date of the Public Hearing and direct City staff to prepare an Urban
Revitalization Plan.
Option 2:
If the City Council determines from the information provided in the submitted site
plan and application that the developer cannot meet all URA criteria, then the
Council should deny the application and not set a date for a Public Hearing.
Option 3:
The City Council may defer action on this item and request further information from
the staff or from the applicant to help determine whether the criteria have been met.
6
CITY STAFF COMMENTS:
The City Council adopted a policy that includes several criteria for the establishment of
an Urban Revitalization Area along SE 16t" Street. The policy contains several specific
requirements that the applicant must meet in order to obtain an abatement of the value
of the improvements. The nature of some of the criteria do not allow a determination to
be made prior to the establishment of the Urban Revitalization Area and the property tax
abatement. Anticipating this situation, the policy also includes a requirement for a
development agreement that would ensure that the value of the property tax abatement
(the City's portion of the abatement) would be repaid to the City if the owner failed to
meet or maintain any of the criteria.
In order to proceed with this request, the City Council must conclude from all of the
information provided that the applicant has a viable plan for meeting all of the six
qualifying criteria in an acceptable time frame.
Prior to making such a determination, the City Council needs to provide some guidance
regarding the following two criteria:
1) The City Council should decide whether the developer's intent not to
construct a sidewalk along the undeveloped outlot is consistent with the
Criterion 4, which states that, "A public sidewalk is to be constructed
along the south side of the Southeast 16t" Street adjacent to the
property."
2) The City Council should determine whether the channel straightening
proposed by the developer will "mitigate flooding" as stated in Criterion
6. The applicant's engineer has provided projections that the channel
straightening will reduce base flood discharges between 0.00 feet and 0.05
feet (0.6 inch). The engineer also maintains that the removal of the trees along
the bank will prevent their dislocation during a flood event and the subsequent
blocking of water through the US Highway 30 bridge.
If the City Council determines from the information provided in the submitted site plan
and application that the developer can meet all URA criteria, then the recommendation
of the City Manager is that the City Council approve Alternative #1. This alternative
approves the application for the Designation of the Urban Revitalization Area, directs
the staff to develop an Urban Revitalization Plan, and sets October 23, 2012 as the date
of the Public Hearing.
7
FIN14^7
.ter 6
Floodway Boundary
� J
r r :
Proposed :
Building }��,�►
Site s'
Proposed
�K
Detention Pond • �"
`' ;
� f 8 3
40P 9.
� - 10 8 3
,r = r � s ► � -
Recent Fill
Placed on Site "
: e
Proposed Chan el
Improvements ii ag1 �• f; is'
,�� "' •. Floodway Boundary
j-. Legend
FZ---J Feet
0DeeryParcels Location Map
0 200 400 t!i Ames City Boundary
8
Attachment I
Effective Date: July 13, 2012
Request for Designation of
Urban Revitalization Area
Application Form
(This form must be filled out completely before your application will be accepted.)
1. Property Address: 1400, 1500, 1598, 1698 SE 16th Street
2. Property Identification Number(Geocode): 09131100215, 0913100230, 0913100245, and 091300010
3. Legal Description (attach, if lengthy): See attached property survey description.
4. Street Address of Property to be Included in the Urban Revitalization Area:
1400, 1500, 1598. and 1698 SE 16th Street
5. Property Owner: Deery, Deery and Deery
Address: 7404 University Avenue Cedar Falls Iowa 50613
(Street) (City) (State) (zip)
Telephone: All calls to be directed to Fred Rose at cell phone 319-961-6100
(Home) (Business) (Fax)
6. Contact Person: Scott Renaud, P.E.
Business: FOX Engineering Associates
Address: 414 S. 17th Street, Suite 107 Ames Iowa 50010
(Street) (City) (State) (zip)
Telephone: NA 515-233-0000 515-233-0103
(Home) (Business) (Fax)
E-mail address: srenaud@foxeng.com
I(We) certify that I(w have submitted all the required information to apply for,approval of
the Request for De ' nation
0,(o,f Urban Revitalization Area and that the inf rmat on is factual.
Signed by: Date:
(Property Owner)
J ko D 6
(Print Name) RECEIVED
f�
(Note: No other signature may be substituted for the Property Owne 's Signature.)
4 AUG 2 2 2012
CITY OF AMES, IOWA
DEPT, OF PLANNING & HOUSING 1
Effective Date: July 13, 2012
Request for Designation of
Urban Revitalization Area
Criteria for Eligibility
Please describe how the property meets the required and optional criteria in the "Commercial Criteria
Matrix" or in the "Sprinkler Retrofitting Criteria" (see attached). Please attach additional sheets if
necessary.
See attached Criteria for Eligibility.
5
7
Deery, Deery, and Deery, SE 16th Street,Ames
Effective Date: July 13, 2012
Request for Designation of
Urban Revitalization Area
Application Packet
Thank you for your interest in the City of Ames Urban Revitalization Program for SOUTHEAST
16T" STREET DEVELOPMENT.
The City of Ames Planning and Housing Department is available to assist you in completing your
application. Please call (515)239-5400 and someone can meet you at your convenience to start
the process and answer questions.
The purpose of the Urban Revitalization Program for Commercial Development is to promote the
rehabilitation and redevelopment of areas zoned commercially in the community that have been vacant,
are a public nuisance or have certain conditions that deter improvement.
The purpose of the Urban Revitalization Program for Sprinkler Retrofitting is to improve safety of existing
buildings in identified high hazard categories by offsetting some of the cost of complying with mandatory
sprinkler retrofit projects.
These purposes are accomplished by offering partial property tax abatement for these projects. It is
hoped that the program activities will result in the improvement of these project areas, as well as the
enhancement of the entire community.
The process for obtaining the tax abatement involves two approval steps by the City Council:
1. Designate the proposed project site as an Urban Revitalization Area with an approved Urban
Revitalization Plan.
2. Approve partial property tax abatement for the completed project.
This application packet is for the first step. A separate application packet is available for the second
step.
NOTE: If the property is within a previously established Urban Revitalization Area, you do not need to
complete the first step. Just apply for property tax abatement on the form for that specific area.
The application packet for the Request for Designation of Urban Revitalization Area includes the
following:
• Application Form;
• Criteria for Eligibility Form;
• Commercial Criteria Matrix; and
• Sprinkler Retrofit Criteria.
1. Eligibility criteria:
a. Improvements must be proposed that will increase actual property value by 5% or more.
b. The properties have frontage on Southeast 16t" Street between South Duff Avenue and South
Dayton Avenue.
3
Effective Date: July 13, 2012
c. Fill or other flood proofing will be placed on the site up to an elevation of, at least, 887 feet
(NGVD29), when an engineer registered in Iowa provides written certification that raising the
land would result in "no rise"to the Base Flood Elevation (100 year flood level).
d. The cost incurred after making the request for tax abatement for the placement of fill for flood
proofing up to an elevation of 887 feet or above and/or channel improvements (See Criterion
6), if applicable, is expected to be equal to or greater than the value of the City's portion of the
tax abatement.
e. A public sidewalk is to be constructed along the south side of the Southeast 16th Street
adjacent to the property.
f. The property will be used for uses permitted in the applicable zoning district except for the
following as further defined and described in the Ames Zoning Ordinance:
1) Wholesale trade
2) Mini-storage warehouse facilities
3) Transportation, communications, and utility uses
4) Institutional uses
5) Adult entertainment businesses
6) Detention facilities
7) Agricultural or industrial equipment sales
8) Agricultural and farm related activities
g. Owners of property abutting a river must perform channel improvements (widening,
straightening, clearing, etc.) and provide certification from an engineer registered in Iowa that
the improvements will mitigate flooding. These improvements must be approved by the DNR,
Army Corps of Engineers, and the City of Ames.
Since satisfaction of criterion c, d, and e cannot be guaranteed at the time of approving the tax
abatement incentive, a developer agreement prior to the approval of the Urban Revitalization
Plan will be required to assure that the City will repaid an amount equal to the tax abatement
received for any criterion not met. In addition, the developer agreement should require that the
conditions that allowed the determination of"no rise"be maintained by the property owner.
2. Application Process.
• Contact the Ames Planning and Housing Department to schedule a pre-application meeting to
ensure that the requirements for a successful application are satisfied.
• Fill out all sections completely and return to the Department of Planning & Housing.
• Once the application is reviewed and is complete and satisfactory, it will be forwarded to the
City Council for consideration.
• if the City Council determines that the proposal may meet its objectives for the Urban
Revitalization Program, it will set the date of a public hearing and direct City staff to prepare
an Urban Revitalization Plan for the designated property. The hearing is usually 40-50 days
from the Council action setting the date.
2
Effective Date: July 13, 2012
• Staff publishes notice of the hearing and mails notice to all property owners and residents in
and within 200 feet of the designated property.
• The City Council holds the public hearing and then acts on approval or disapproval of the
Urban Revitalization Plan and on first reading of an ordinance establishing the Urban
Revitalization Area.
• If approved, at two subsequent City Council meetings, the City Council acts on approval or
disapproval on two more readings of an ordinance establishing the Urban Revitalization Area.
• After the area has been established, the property owner is then eligible to apply for tax
abatement under the Urban Revitalization Program.
3. What must be submitted?
• One (1) completed and signed Application Form.
• Criteria for eligibility.
• One (1) 11"xl7" copy of the site plan with building elevations.
Submit the completed Request for Designation of Urban Revitalization Area Application Packet to the:
City of Ames
Department of Planning & Housing
Room 214, City Hall
515 Clark Avenue
Ames, Iowa 50010
Phone:(515)239-5400
FAX: (515)239-5404
E-mail: mdeboer@city.ames.ia.us
3
J
Eligibility Criteria
Deery, Deery, and Deery Property at 1400, 1500, 1598, and 1698 SE 16th Street
1.a. - The current assessed value of the properties is$54,100. The proposed car dealership built on the
first of the 3 buildable lots will have an estimated value of$2,700,000. The value of the properties after
the sale is$1,400,000. The value of the earthwork performed to fill the site is$1,200,000. The total
value of the lots and first building is then $5,300,000. This is a 9,815% increase in value over the
current property value.
1.b. - The properties all have frontage on S. 16`h Street.
1.c.—The building pad elevations have been placed at elevation 888.0. This is one foot above the City's
criteria of 887.0. See attached certification for the "no-rise" to the Base Flood Elevation (100 year flood
level).
1.d. - The value of the earthwork and channel straightening is$1,200,000. This cost includes earthwork
costs included in the purchase of the property, onsite grading and fill costs, channel work, and general
contractor mark up. Costs that are not included, but would be applicable include erosion control,
seeding, and long term seeding maintenance. Assuming a City(not including school or County)tax rate
of$10 per thousand for the improved valuation of$5,200,000 the yearly taxes are $52,000 per year for
3 years (full abatement) of$156,000 in taxes abated by the City. This is 7.7 times the amount required
by the criteria. Assuming a $3,000,000 building on each of the adjoining properties (which is
conservatively high), then an additional $6,000,000 in evaluation may be developed. At$10 per
thousand (City)the 3 year tax abatement would be an additional $180,000. Adding the Deery
dealership plus future projected development the total taxes abated would be $336,000. This is still
3.58 times the City's taxes abated.
1.e. —A sidewalk is shown along the buildable frontage of the property.
1.f.—There are 3 developable lots. Lot 1 is to be used for the Deery car dealership. The remaining lots
use is unknown at this time but will be in conformance with the HOC zoning and the restrictions of the
Urban Revitalization District.
1.g.—The channel improvements are included in the site plan submitted with the application. IDOT,
IDNR and Corp of Engineer approvals are pending. The certification is included in the certification
required under 1.c.
K:\!proj\5000\5174-12a car dealership\Urban Rev\Eligibility Criteria.docx
6
FOX
engineering
August 17, 2012
City of Ames
Planning and Housing Department
515 Clark Avenue
Ames, Iowa 50010
RE: Certification for"No-Rise" and Flood Mitigation
for the Deery Subdivision,Ames, Iowa
FOX Ref.No.5174-12a.410
To the City of Ames:
I hereby certify that the proposed channel improvements on the Skunk River will result in no-rise in
the 100 year flood elevation and will mitigate flooding.
The no-rise certification is based on the attached documents and site plan showing the widening and
channel stabilization being performed on the Skunk River Channel. The calculations include the fill
being placed on the site,the excavation taking place in the floodway, and the work in the channel itself.
The project will mitigate flooding by providing an improved and stabilized channel in addition to the no-
rise condition. The channel improvements will remove large trees that are in imminent danger of falling
into the river during the next major flood event. These trees will potentially lodge in the downstream
Highway 30 bridge and create blockages that will catch debris and severely restrict water flow through
the bridge.
Sincer ••��..h
.�
Scott Renau E. 21
Iowa Registration No. 12109
My license expires December 31, 2012 �•• O P��.=\a��rP
Cc: Fred Rose, Rose Companies
K:\!proj\5000\5174-12a car dealership\Urban Rev\August 17 2012 Engineers Certification.docx
FOX
Ze
MEMO
August 17, 2012
TO: City of Ames, Planning&Zoning and Public Works
FR: Scott Renaud, P.E.
RE: No Rise Certification
Deery Brothers Site
FOX Ref.No.5174-12a.410
Attached are the draft calculations for the no-rise certification. There are 3 parts to the attached
documentation. First is the existing condition. Second is the fill without the channel modification. Third
is the fill and the channel modification. We are had this work done by Aaron Bousselot, P.E., of ICON in
Denver who had done all the work at FOX prior to leaving and going to ICON. Below are his comments:
The HEC RAS files have been set up to model several scenarios:
Existing conditions
Proposed Deery site(no channel work)
Proposed Deery site with channel repair
Please note that the FEMA effective model was not obtained. Instead, recent survey and LiDAR was used
to develop the existing conditions model. Additionally, bridge structures were not included in the models.
In order utilize effective data, the tailwater at downstream cross section was set at elevation 882.0 to
match the effective BFE. As we discussed before, backwater from the Hwy 30 bridge controls flood
elevations.
Attached are.pdf HEC RAS output files for each scenario. Also attached is summary spreadsheet showing
changes to 100-year water surface elevations(WSEL). If the Deery site is constructed without channel
improvements, a minimal rise(less than 0.1 ft)is anticipated. With channel improvements, the WSEL is
less and no-rise can be achieved.
FEMA instructions for No-Rise Certification are attached. The last page of the.doc has an example form
that can be used for a No-Rise submittal.
Once you have had time to review this information and have someone on board to do the technical
review we will exchange the electronic files so the calculations can be verified. We are in the process of
getting the Corp of Engineers and IDNR approval of the channel modifications.
K:\!proj\5000\5174-12a car dealership\Urban Rev\2012 08 20 No Rise memo-s!r.docx
Skunk River at Hwy 30
5174-12A
HEC RAS Hydraulic Analysis
Station` Existing Conditions Proposed Deery Site WSEL Compare
100-YR WSEL(a) 100-YR WSEL(b) (b-a)
585 882.95 883.03 0.08
320 882.83 882.88 0.05
193 882.75 882.75 0.00
0 882.00 882.00 0.00
R
I
Proposed Site and Channel Repair WSEL Compare
100-YR WSEL(c) (c-a)
882.90 -0.05
882.80 -0.03
882.75 0.00
882.00 0.00
1D
tT e- tD m O m n to tD �- O O N
N N N 0) o CM tD O n O O O M
L O O O o O .- O O O O o
U
v
3
0
a I
to (D O O 0) U) (D O n n 0 to O Cl)
L 00 n o 0 V O O n r 7 0 N N O Ci
O_ No O In O 0) O 00 (O N to a) (D N 00
ya con n O V O n to t0 N Cl (O n O N
7 N N M (D M M a) M m
a
0
Cr) e- m r- N V N 0 m (n w u) N V n
O n n n n O O M to n M . V' N
N N M M (D co co N o to m I to 0) co
n NM to N OD N O C> N n o) to a) V'
30 �
O co a0 (D W N tD U.) 0) M
LL v
0 n (D co O O n N .- (D N CO N CO O �_
_ m n n 0 m to m n M (l7 co n N
C V' m V vi cV It (V f-- o O (V O CM to (G
U
U) m M N to (D O �t w 0 w w N tD
(D n m N to N 'a' O D) V CD m O m m O
a O 0o Cl) V' 00 co to (D a7 R n D) n O
U O O q to co O a) O (M O to) (O M N li
O O O O N N O O O O N N N o
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
d �. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o
W
(D (D M N co co n co (0 7 (0 00 N o co
n V O (D n 0D 00 v (D 00 o0
(D n o M 0 m o (V CM (o Oi N o M (D (V
11J n O co 00 n n co 00 n n n co n n n ao
CO CO 00 OD 00 00 m o 00 OD 00 m o 00 00 00
(7
ui
to m 0) co V 0 V ' m O 'T (D 'T 0 R
to (o N O N CD v n 0) N N (D n (D st
(� N V CO n (o "D 'D
CA O M (!') 'oco o N M
n n n n n n n n n n n I- (D n n n
Oo 00 00 coOD 00 co 00 00 00 0o 0000 00 OD CO
U
(0 O tD m O M M n to (D V' to O
00 (D N C> cM (D O c0 C1 n (D n (O O
N (o o (V C) (O o " (V 'V CO N - o N N
W n w OD m n n O (,on n n w (D n n 00. oo co O OD w w W co00 00 co co co c0 O 00
>� v
O O O O O O O O O o O O O O O O
11J O O O O CD CD O O O O O O O O O O
o m Oi 0) 00 00 00 CO n i- t` I- to to 0 to
L w O (D (D (D (D (D (D O (D (O (D (D (D 0 O
() a0 00 co OD 00 00 00 OD O0 00 c0 co co co co co
i C v
O O O O O O O O CD, O O O O O O 0
O O O O O O CD O O O O O O O O
O o O O o o O O O O O O O O O o
0 O O O O O O O O O O O O 0 O O O
n 0 V n n 0 I- n 0
CA M O N O M (D N T M
U �- N N N N
f0
N
� N
O
Y �
a o 0 0 0
Y o o o o o 0 0 o 0 0
`m
W 00 tD tD o Cl) M 0 0 0 00 M m
tb 0 0 N N N N tT O W tT
to u7 to 1D M M M M O O O O
f6
a
U U
2 (D
U a
w
m
L�
a o o o 0
I� o I')
� o
CD
LO
0
�o
� \ r
�LO
I
N
O
N \ o
C
y it
X � 1
a o
��
c
O Y C
C') 7 C
V) A U
1
Lr)
c
_ � m
N
11 I r
1
7
i
I O
r O
o U oLO
00 co 00 00 00
(u)uogeA913
1 �
� I ml
c o (n c v) c o c o u)
Cc
m ry m �o CD o
N � N
�o N
(� F M (0
C O �C) C �-O
!A M
X X O
W O W O
4-4 N M
LnLn
EL _
O f6 p O
N -6 �Q i6
O Cn O 0 (n
Cl) o Cl)
L
0
ccro io LO
L O L I un
r
C C O
O O
Y Y ,
U) O O
N O co (D d' N O 00 O (D O Ln O Ln
co 00 0o n In I- Il- r• cc 0) co 00 P (D
oo co 00 00 00 00 00 00 00 OD 00 00 00 00 00
(u)uol)en913 (4)u01len913
m
c io '� I � c c o j U)
N O N_ o
O CD
OV
(O CD � ul
r r
0) (D O CY) O
o CD
Cl) O M
X X
W o w k
C � C N
d •O tf o
N i 47 +' O a O
C
N O �O
� @
O to O U
Cl) 00 M CD
(6 0 o cc r o
> >
o o
Y O Y r O
C C
Y Y
O U) O
V N O co (D N O O 4 N O 00 CD N O 00 (D
00 OD 00 r I-- r I` I` (D OD 00 00 h- I- r n � (D (D
00 00 00 co 00 of 00 c0 00 00 00 00 00 00 oD co co 00 00
O})u01len913 (u)uopenal3
13
N N N m O M � � cD � .- O O CDM
L 0000 O — 0 0 0 0 0 0 O
U
�k
at
v
0
LL
V LO n N -;r (M to � � O V to �- O M
t N M O (D Lo to t11 t` m (17 N N O M
?O' M m v O O O O m w O w m (D N w
O M (n 0000 C O) O Lo OC1 OD CO I� OD M
it ....
.- N N N N N N
O
co
H
co w � N (D (D m m On O N m tl
O O t- N w r- r` m cM (n r w <n V V O (Op
N ( cM O r-: (DV r c
(D (D (n O ( (D O) w
r- On CD m N O) (o (D m N w O m (n 't
3 V�1 co M LD w (f Ita0 N a0 m0 (() m N r-
O
LL v
to 'T to m n OD M N (D M N w m �f
M (o (D .- .- N r N r M M rl� N �-
L r M .! M tV V (n cM n O O ri O (2 (D O
U
v
Ln V r- N N O) m m V w V M w (D O In
n, I� m I- co N co V co m V O (o (D M I- (D
�y m r� N d' co O V h (D m h h m 00 O
O O O V (n M O m O M 0 m (C) M N
O O O O N N O O O O N N N O
05 0 0 0 0 O O O O 0 0 0 0 Cl O O O
O 0 O O O O O O O O O O O O O O
W
(mD M ttq CO W W C0 VO' (P a00 a00 W N twn
N n O � M (C) m O N M O m N O M (D N
W co co w co co co w co to co co w w w w w
. � w w w w w w w w w w w w w w w w
W
V N N (D V N O O v w O N w v R V'
to (n M O N tD to m N N O r (D V
(/1 11 fV w O I" ID Cl VI Ln ID w CD M
t-- to r` n ti r r- w r r t, t` w t` r- t•
w co ao oo w co co co co co w co 00 w w 00
cv
U
w (D M m N O w V r- to U) tD V O
> w (n M O (D to CO to m n (D O
N W 0 r- M C O O N N IT co (V coO N (V
W r-- w w w r t- w w r r 1-1 cotD I-. r w
oo w w w w w w w w w w w oo w m w
to
0 0 0 0 0 0 0 E 0 0 0 0 0 0--ET-ET
uJ o 0 0 0 0 0 0 E 0 0 0 0 0 0 0 E
of of 0) of co co 00 co t; r � t.- ui (ri (ri ui
L w to w w ID co cc (D O ccw (O w (D w (D
U w w w w co w w w w w w w w w w w
c_
0 0 0 0 O O o o O O O o 0 0 0 0
c o 0 0 o O o 0 o O o 0 0 0 0 0 0
cYb _ O G O O O O O O O O O O O O 0 O
a� 0 0 0 0 0 0 0 0 o O O O o 0 0 0 E
H to N m M to N D0) m co IT N m m coo N m coo
N N N N
N
Q'
Y
7 N
Y
(n O
a`
> o 0 0 0 0 0 0 0 0 00 0
T (yp
C �
0 L
j
w co w w co co 0 0 0 E M M M M
w N N N N m m m m
C (fi O to to M M co M O O O O
N
a
at0i
U �
W
2
1 4-
C7 O
} }Lo
LO
I I
I
O
O
N
O
O
,\ V
>.
C �
I1. C
a r co
N
it O
Y M C
� m
O
Y (t)
m I
L
00
,[ w N
C
Y A I
k
k
O
O
k
O Lo O L,)
O W r r.- O
00 CO o0 CO N
(u)u01lenal3
15'
m m
c
to 'n
O CDN_ O N rO
N r N II
T ! ko T o
o o o ��
o
in 1 in ('
o LOU')
N O C N CDG
0 — O
o O O d i6 �o 0
N m U) ` m
O �', 0
M M i
T LO 1
2 _
0 00 0
m m o
0
to
C
J C O
=3
' Y Y
O O
0 to o tO o tO O tO o tO o to
rn 00 co � P- (D rn 00 00 � r- (0
0000 00 co 00 00 00 00 00 00 00
(u)u01leAel3 (11)u01}ene13
c
� m a m o � u� c U) c o ,>� c tr.: CO
m
m O m O
N N
I r
O
2, co
Q O O O O 00
r M — M
LL LL
C
C U) •O tO to C
O _m r O
IL = 00 O d O I ~00 O
N m N m
C/) U)
0 O
_ Cfl O = O
(6 00 m (p F p
O
Y Y
C C
3 7
Y Y
O O
O to O to O to 0 to O V) O tr)
m 00 00 r- n (O O c0 c0 N r (D
CO co 00 00 00 00 00 00 00 00 00 00
(}})U01lena13 ()J)u011ene13
�O
O M n aD N N N c0 n O O
V LO M CD (O LO to LO LO. r O O O
N
O
LL
V V (D O LO N n V V M CO N M
LO O r O n n n � a0 N L[) N N M
a 0) n v o co w D) m m of a m 0 00 Lri w
(D N M M 00 M Cl) NA
M n n W N
$ M N N V LO O n N N N N r M
r N N r N r N
Q V
O
h
O 00 (D a0 V O r n LO Cl) V n r V n n
n CO M (0 LO V r M N 0) Ul O W M N (D
N CV C) Co 0) (D V N V (0 O m W Ln CM
co Ln (O LO 00 N (D 00 M (O a0 (0 M (D O n
Q $ O LO LO N V O 00 ) LD CD (D r M Ll') M M (0
3 N r D N N M M
O i
LL v
O 0) n 00 N N n r a0 LO r V M O M V
_ N r LO O N M CO N r (O (0 (D N O V
CO W c0 M n tp n (`M (D n O N O M LC) W
U
>
N V LO M (0 O t0 N (O N V V (D (D V
O V N M O V LO CO LO CO LO 0)
CL M M V 00 N V LC) M M V 0) N co (D
O _ M V O (D M V O V V U) CS M n O
O O O O O CD O O O O O O
Cn O O O O O O O O O O O O O O O O
0 0 0 0 CD CD O O O O O O 0 0 0 0
W
n CO Cl) n N 0 (0 V M LO �: V
> M N (O O O OR M M _ N CO V V M
N L6 co 6 M M (D M (V CM to 0) N r V f- N
W n n co ao n n n ro n n n ro n n n
CO CO CO Oo Oo Oo LY) oo Oo ao co oo 0o ao ro 00o0
(7
ui
V N N O N (n n O M (0 (D V M
«') to M O tD n V M V LO M n (D V
N N V O r M Ln O O N M � M V
n n n n n PI- n n n n (D n t- n
�i CO M 00 co O co co co 00 co M O co co
U
CY) O N_ V O n co LO O V M O
> n N M (0 O OR LO N LO n (D n M O
N st n O N M LO M CV N LO 00 N 0i .-- co N
LLI n n co 0o n n n co n n n 0o (0n n co
$ CO OO W O M M M c0 w w w W w W M co
co
O O O O O O O O O O O O O O O O
LJJ O O O O O O O O O O O O O O O O
m 0) 0) 0) OD OD Oo 00 r— n r r (D (0 (D (D
.0 O O (O CD (D (D (0 CO O (D O (D (0 (0 (0 CD
C.) � W W a0 N 00 W W 00 M 00 W W M M M CO
C ....
L O O O O O O O CD O O O O CD O CD
U
O O O O O O O O O O O O O O O O
m5 0 0 0 CD CD O O O O O CD O O O O
a) O O O O O O O O O O O O O O O O
H cV0 N M (VD N m CVO N M (VD N � M
N N N N
N
C
cn Q
ll a O O O O
> CD CD CD O O O CDO O O O
LD r Ln r LO r LD r LO r L0 r LO r Lf) r
(n �
Y L_
C >
(6 >
[f1 L0 LLOn LOLO LO O O O CD co M co
00 M M O N N N N M M M M
Ln LO M M M M 0 0 0 0
(6
a
< U
� N
U C,�
W
2
17
I
cp I a7
C U5
fn In j O C C C (/7 j j 2 •C
N O CN O
t O
N N
O Q O
O
Un -
LL co lL
V) IDO O
C M C
N N (D
co O
m 0 m �z
NC) N '00S'
n O O Q =_ O
= Q =
a o a
� m
o CO
g a_ r
0
i
LO
Cl) M
LO
O
2 = C.
Cn
m 6
Q
> Q >
Cn E m
Y Y C�
C = I I
> > r
Y Y
o CO O
O CC) O «� O Cn Q t!') Q Cf) O CCU
O 00 00 t` 1` CD o) co 00 t` r CD
co 00 00 00 00 00 00 0D 00 00 co 00
()J)uolJen013 (7})u01aen913
m
c o C. c U) c o LoM co
c cn
co i
J >
CD
O
O N Q
O
N �Q N �Q
CDLO LO
p D Q
CD
0) m� iz
N �co
co_ _ I
OCD
m OC)
m m O M
s Y
c p c p
m � m r LOfI
O N , N
o �, Q�� o r
g o =
0
d N 'm 4. V-
c o F N
m a o
a o
o � o
_ o �o
i
m o o
LO r Lo
Y Y �
C C
Y Y �
U) O V) O
O LLi O In O LO O ti) O u) Q CC7
O m 00 t` r to o) 00 00 1- r— (D
00 00 co 00 co c0 00 00 00 m co 00
(}})uol en913 ()J)UOIIen813
18�
a O o 0 a
N 1 7
0
-o
0
I I�
I I 1
O
_O
LO
0
N
N 1 E
i
(D l 1
— I
a�:EE g
1
Ccu
i
U
(n s c6
CL
C > �� III IIr O
0 �> r N
d Y C
C (6
co Y U
M
= o
N
rr
O
7
Y I
O
-O
I
I i
t
\
to
�����
V N O o0 CO V N O of CO
ao O oo r r ti r c0 O
0o co 00 00 00 co ao ao ao m
(u)U0118AG13
Iq•
ATTACHMENT 1-A
IF-I/EO/ ;31VOdn 15V1
Eow-EEZ(Sl9) :Xtld VMOI'SWV
03H]3NJ 0000-EEZ(9l9):euoyd bu laeoulbu2 NOIAVOONVH19lw-nos
ZT/ea SUS :NMWO WOOS E 01'SOWy k
1Vld AdVNIWn321dZT/e0 HIS 43N91530 Lol Ol!nAs'100I1S41L191noS 4lb o NOISIAIOenS AN33Ooul'selepossy 61IIJ00016U3 XOd 1V'ld AdVNIWIl3bd 03SOdObd
31tl0 AB NOISIA3ll 31tl0
D�'TONA!/E�ROI�Y 1�.4RlESf
Sb°3�E�
pR0lIT m
SETBACK
I� J
g Q O N W W O
� IY
VIN°m
w'
:I. N
z r ;
N
a00ca
Jan o a w
IL
N
VI. +� a<� •GN Ilb
z W m•G N W T-
° ae woo
<
N W N rl O
J d �
W
p N7VeJ35 30I5,s 3„00,00°0s. . ;
1 l6tl813S 3OIS,S T O'Z8E' ti W
Nnu O a ys
ti H o A uWJi V ,A P
Q0^
o^
Z
cc
ON0 z �V WaW.' �a aa•.
A` a h�r
ON6'r z W4 A N
WW I I r Z p WIz 4E3
YI W J E O aN pN ;w y'ua
Fia i,, 00
_ I W •' )IDV9135 30IS 5 d
16.
Q N
_CL :!few135 30IS,S
II II
\ 3 Iz J G
W W d W
\ _ zW
\ N via 0
2ZW
- a V
a A N
N O
W ^ n c
,
GW 9
�,
Im
Im 3
l ^ W
u0
U ( i
< O
a
W
N r 4 � P��
8 o
O
p L) 0
-- (L cw} o
0[ ON
a.
'A In \ 0 m
S en K
U p
_ J
W of
w \
0
t�r10 /
� N~
- Qa.
zm
! \
z
ce
to
n /
____
-----_- - -- -l`11
I______________________(,-,_
----------------------
--------------------- �
--- 6
-- — - ---------------
Vow------------------
SeEiN ---- --
N8.g4.07"w
�/�AI�JYN/7JYSHl/�OS
Td 9A'ale�5 e�cJxod
3WVN 1n0AV1 3WVN kIDNW U3AV1 I al.- 1A15101d
mV'S13JilVd VZT-VtTS IIM7 s Ulme CI 14valeap jea eZT-VI TS 0005 w :N
3WtlN311d ONIM"Q
Attachment II
a
LEGEND
• Beenive Intake
m h G
O
• Bollard RY ROTHIPR ' MOTOR
t .J Building = 3 y F
- --- -- LGP- Buried Power
u.
o g
Bushes
Is Cub�ertPedeslal SITE PLAN 9 p
Cleanout
,e sae Applicant Legal Description
e Curb Stop The Rose Companies LOT 1 Deery Subdivision
• Electric Pedestal ATTN Fred Rose Ames,Story County,Iowa
X Fence 915 Technology Parkway
— _ _FD_ Fibs Optic S E 16TH STREET Cedar Falls,IA 50613 w
FM Force Main Site Area
6.37 Acres �
coo Une Owner
caa Meter 7D404 University Avenue Site Address
Goa valve Cedar Falls,IA 50613 1620 SE 16th Street
o LightHydrant AMES, IOWA 2D� w
e Electric Junction Box FOX Engineering Inc. HOC-Highway Oriented Commercial
o Light Poet 414 South 17th Street,Suite 107 Overlay District
9 O-GSE-Southeast Entryway Gateway <
Moilboz Ames,IA 50010
® Manhole Contact:Scott Renaud,P.E.
OT- Overhead Communication
01i P- Overhead Power ph(515)233-0000
fax(515)233-0103 Setbacks
o Power Pole Front 20ft
., Property Pin Side 5ft
_..._. ._A._. ._...... Property/Right-Of-Way Line Rear loft
-H-H-I+H Railnod Tracks
O Sanitary Manhole
----sa- Sanitary Sewer
4 Sign
0 r2-� Storm Intakes
Storm Sewer
® Storm Sewer Manhole
- Buried- Communication ---- —' COLN WAY
T Telephone Manhole � _ 1
---
1
M Telephone Pedeetal `
• Telephone Pole ��-1. 3RDST
-'--' Troffc Pole
I a in'
Trees LU
3 3TN Sr 3 sTN 3/ W SE s11f F'
Water Line --- - Ci '—�_---- 3 STN R__ F
® w Water Manhole (/1
e Water Meter
LJ
w Water Valve D, H-
o Witness Poet Z
9 Yard Hydrant
� 3 �0 0 0
y�y N
N J T m m
LO IA 3 f V r,i
U O ��
H y
a_IUACOR-NEWTON Q 2 N Ui Ui
_S 1UN ST SE ISTN Sf �� SE 1aT11 St J m�E v v
INDEX OF SHEETS WL a
US HWY 30 No. Description w n
x
IA-27 slur w_NpeT aD G1.0 COVER SHEET/LOCATION MAP/LEGEND 0 C=
3 C1.0 EXISTING CONDITIONS
ROJI LOCATION
C2.0 SITE LAYOUT AND DIMENSIONING PLAN
C2.1 PARKING SUMMARY 'S
29 AMES C3.0 SITE GRADING PLAN ■■
a z -80 C3.1 SITE GRADING PLAN `E
u,
N o C3.2 GRADING PLAN(SKUNK RIVER REPAIR)
w 5 C4.0 UTILITY PLAN(SAN,WATER,AND ELEC)
"' LOCATION MAP ® C4.1 UTILITY PLAN(STORM SEWER) z
w
- CS.O SITE LANDSCAPING PLAN C7
THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL W Z
RESOURCES NPDES GENERAL PERMIT NO.2.THE CONTRACTOR SHALL CS.1 LANDSCAPING SPECIES TABLES J 5
a U x CARRY OUT THE TERMS AND CONDITIONING OF GENERAL PERMIT NO.2 a a
z AND STORM WATER POLLUTION PREVENTION PLAN WHICH IS PART OF CS.2 POND AREA SEEDING PLAN Q
w a THESE CONTRACT DOCUMENTS. REFER TO SECTION 2602 OF THE DOT to Z
m z STANDARD SPECIFICATION FOR ADDITIONAL INFORMATION. VI
2 z C6.0 DETAILS Z a s
o S SITE NOTE: C6.1 DETAILS Q� a N
^' I OWAW
ALL CONSTRUCTION MATERIALS,DUMPSTITE DETACHED O m w<
ry ® TRAILERS R SIMILAR ITEMS ARE PROHIBITED ON PUBLIC
m STREETS OR WITHIN THE PUBLIC RIGHT-OF-WAY. F-o,
VI
n Lu
FI he certify that this engineering document w
J� E s.M was prepared by me or under my direct personal 1n wp
N N n supervision o that I am a duly licensed W
Profess) Engln er under the laws of the
a s 1-800-292-8989 • �j L.Re�G state o Q
o �7 L✓� U
www.iowaonecalLcom FOX
o ��(
12109 SCO-I L.\RENAUD, E. DATE
R- LICO-T-nU"42 O9 PROJECT NO,
engineering L. .
S...... My license renewal date is December 31, 2012. 5174-12A
GENERAL NOTE:ALL UTILITIES ARE ONLY GENERALLY LOCATED. ONAL
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND EXPOSING ALL Pages or sheets covered by this seal: SHEET
UTILITIES THAT MAY INTERFERE WITH CONSTRUCTION BEFORE AI l_ LISTED IN INDEX ON THIS PAGF
CONSTRUCTION BEGINS. - G1.0
i .O
N
n
F
a
GU 1Q~/i
K J
O
II t66' / REMOVE EXISTING DOUBLE CENTERLINE PAVEMENT
MARKINGS ACROSS WIDTH OF DRIVE. NO NEW
/ MARKINGS SHALL BE REQUIRED _
_— -
CONSTRUCTION---_,, _
ENTRANCEINSTALL SILT FENCE DNT-N
L ILT FENCE
1 9—
e 3 �� \ CONSTRUCTION
_ /// ENTRANCE /
RCP�2RON�972. 2
�E%DRAINAGE EASEMENT E%ACCESS EASEMENT / m
� d jf 881
/ O m
/\ PARCEL "H�� f 2008 FLOODWAY BOUNDARY FROM COY OF AMES GIST / M -0.i9
PARCEL ID: 0913100215 / 01
o PARCEL ID: 0913200010 INSTALL SILT FENCEPARCEL -G" ..PARCEL ID: 0913100230 / 86,
8]B
FENCE
RELOCATE SILT FENCE TO FLOODWAY LINE
room
- EX 30' RAW / OG,�QD`L - - C o o 0
WATER MAIN
EASEMENT o 0 0
.,. '�m N
C
w m
{
- - 0
I \\ EXISTING SILT FENCE(TO BE MAINTAINED)
o NOTE:THIS SITE IS CONTROLLED BY THE STORM WATER POLLUTION W6(1)
5 a I PREVENTION PLAN(SWPP)CREATED FOR PYLE LAND,LLC.AS PART OF THE
z o \ APPLICATION PROCESS TO ACQUIRE IDNR AUTHORIZATION NO.IA
N ~'o u 4596-4433.CURRENT PERMIT EXPIRATION DATE IS 2013-11-17.REFER TO
g SAID SWPP FOR DETAILS OR REQUIREMENTS NOT SHOWN ON THIS PLAN.
o \ o aa• isa-
z
U (n5
zw
roz
o
z
o Zo 03
g 00 02
U Y Z_ aN
=f
Z= °Q
0
u~i m '^
)<Y
'n mG Ww
�u p
00 �In
0
�A
e o�
Y
PROJECT NO.
5174-12A
SHEET
C1.0
REMOVE EXISTING DOUBLE CENTERLINE PAVEMENT MARKINGS w
"" ACROSS WIDTH OF DRIVE. NO NEW MARKINGS SHALL BE REQUIRED o m o a
Ip EaISTING DRIVE APRON y�
o
S'PCC WALK 5'PCC WALK
5' a
... __ ...._.. _ ._....... .._ _ a
9_°38'37 B 97.14�..• _..__..1; _ __..257.02
IS
0 20.5'
5..E _�._1
/ - �-�
MONUMENT SIGN g
I o
COLORED AND PATTERNED P WALK' . . . . . .
/ 20" SET CK I I
F
PRO OSED 20' I i
ACCESSP EASEMENT Ft 4$ RCP APRON 872..31_
COLORED AND PATTERNED CONCRETE WALK - 10'STORM 10 SAN SEWER I_
BRICK PATTERN,BRICK RED(A-26)COLOR BY SCOFIELD SYSTEMS / EASEMENT TTT I "
EASEMENT I
t w
lo'ELEC a
19, , . EASEMENT
C10'STORM
\/��EASEMENT
y/ 1 °� 253.7' I
2008 FLOODWAY BOUNDARY FROM CITY OF AMES CIS \ \ � bA.,10 I .
y I {
In°nEcMduN � \ / -
S-.1 GtF "wi AmnpurrM TWILMnp L.-- LLF M°alptbn BUG R°tiny - \
10 A D18o 82— 1.000 YA—iroA wimn AME<TLA-750PS�ibNled�24'm10.51.LE B1-UDG3 `\v/ 5r
® 10'WATER MAIN IT
■ 11 B SINGLE z5oso 1.00D vlsipn°Iro American AME-z T3.zsoPawALLgzD'm�q.M. eauora EASEMENTACROSSELEC I \
13 G SINGLE 8200D 1ND Vi w-wro Amdiwn AME4T1750PSSigN®2A'm10.51.US B2-UDG5
�■ s D BACK-BACK az000 I.ND V.—Amanwn AUE TS75UPST WIN @ 24 m1S.M ewocs � 24'-�' '�'24' *'�24'�38'�24' ■ ■ �1 'WATER MAIN
2 J 1 1.S—EGREFS 82000 1.000 VNbnelro Amedcen AME4 11150PSG1AO@N'1,1S.M BSUOGS _ _ � ■ ■ i i EASEMENT
2 F 3.12o DEGREES 82000 1.000 I Ys°ne-Amcicen 11-TI—P5-T120-.11'1.FL B., / 24' N 10'WATER FAIN
SO' 9' 9'-ASO',k949' 9' 9' 9�10' EASEMENT 19' --19'. • I '
9'(TYP) B' TYP
iB SO°00'00"E
468.56'
269.2'
y� • 91 y 27.8' SO'�-33' _. 1' I--III439.
' j
(TYP) (TYP) ._.. 8• -'Ir ■ ■_ I I c o 0 0
20' by 19'—,10 vi o 0 0
43' 19, 87.5' 30' 165.5' I m -N r2
mr n
/ m 16 in an
\\7// ( 14.5' I Q-�E
/ — _ - 10' DO
1O'_S70RM m y
1 O SLIDING GATE e 31 2 30 ,I`- EASEMENT 19.5'
T 1 90.6' 9'(TYP) I N d L
277474 I : c t
8
n s acres a COLORED AND PATTERNED !ti c o
'.°' CONCRETE WALK ■ ■ i I W v
f 1 0 SE 16TH Swim' a BRICK PATTERN,BRICK RED x
•-a�-2q' kl ' (A-26)COLOR BY SCOFIELD ( I LL
19
'"' `F
/ 91' '-`4"? ,�.3— ,�w SYSTEMS I I_
■/ SAN SEWER
EASEMENTT ACROSS ELEC
8• AND WATER
31.6' • • 9'(TYP) I �_
S 'O,y0
19' 10' 9'(TYV)
z566P3 • 9 (TYP).. L TRANSFORMER t
g z L=107.23' R=I50.00' L■ 9 9
` o A=40°57'30� o Y
N m� �5' Q
8'TALL SECURITY FENCE FOR � m
OVERNIGHT STORAGE OF 9' T 9' u~Wi
w SERVICE VEHICLES (TYP) (TYP) 43
g
fw�
I in
UO z- X X X X zJOF—
'` ■
A i Vvz �43' awN
�z
W p 119
Q
38.2' . . X` z
117.5'
w Ab y0 �� aw
a
A N '1.0.REAR SETBACK - ._.�.,.�,_. •- H v1
w a y
PROPOSED 20' 40.9' . . . . . . . ' 42.39
2 .
m m ACCESS EASEMENT ..• . .. • ' ' 10,
ow
m _� 58 3 3
m _201 94' . .. . . . . . . . _ _ =2198.14
176.40 - IC f— X~�3r T��Y� L 190.79' R W
488°29'37"W X__ n -_.. n A=4°58'23n F
13'36"W PYLON MOUNTED SIGN UI
Y n
NOTE: DUMPSTER TO BE LOCATED INSIDE BUILDING
PRO]ECT NO.
5174-12A
SHEET
SO°48'S8"E
0 30' EO'
10.12' C2.0
r r
. . . . . . . . . . . . . . . _ . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . .
3 u ti
PROPOSED 20 '
ACCESS EASEMENT
1 24' I
II J ® T =]�T® r/flh
19
I
/I pli s'
( I •
� 19� 1, 7; • I .
1 , 1 I •
2008 FLOOOWAY BOUNDARY FROM CITY OF AMES CIS
; Al
o I /•' li �fr
7�7 I
h
HC HC Q
7.1/rr ! r I N N NUl 4]
I QU)
1F f
(D� a
c 0
f I (A
OHC 1 f
LnZ
�; ^ o
z o 0 /%�{+ `1/�' �p Q Q
o r 'S /JC!(/!/ / lf� Ji /flllJ /(lRT7 IT Ii ' '( Jf °z�
�1 �Il J /l <Eli
. �x U =f
- �_ �<
- Zo
n m PROPOSED 20' . , , .. •• ' • "• .• . max- 'k PARKING CALCULATION Q
CESS EASEMENT . . •' '' �( a 0
6 N . . . . . . . . . . . . . . .. ' . ' ' •' • ' ' • •' ' • • • • • • • • . • • • • • • . • . . . . . . .• • ' ' �X VEHICLE DISPLAY/SALES 285t SHOWROOM/OFFICE AREA=7,512 S.F.
A _ •• .. ' ' • • . . 1 SPACE/500 S.F.=15 STALLS
— "X X— — CUSTOMER PARKING 30
x SERVICE BAYS=16
EMPLOYEE PARKING 55 2 SPACES/BAY=32 STALLS
VEHICLE SERVICE PARKING 55 TOTAL REQUIRED STALLS=47 PROJECT NO.
5174-12A
TOTAL PROVIDED(CUSTOMER+EMPLOYEE)=85 SHEET
*DISPLAY/SALES AND SERVICE STALLS ARE SHOWN o 30' 60•
FOR REFERENCE ONLY AND WILL NOT BE REQUIED i
TO BE STRIPED C2.1
O ` �
m
O
Q
O
w j
3 U QyQ
� J
/ O
I
Q
I
J
EX DRAINAGE EASEMENT /
BORROW AREA
i
EX AC ESS EASEMENT I /
W_
PROPOSED 20' - - - _cam _- -.? -- - .: - - - ❑iia-.— -_._ _.-.� -_ „-._
ACCESS EASEMENT /
- S - '.. 885 ��886 .. . .
I' m
�nooc�
y � •• •• FL 10"RCP AP N = 880. C O O O O
N
888 0'19 887 d 0(n 3 N N
. : S m m N
.P
EASEMENT 00 m •• '�' .� ���
0.0<a-L
LL
\ h c
`U)
._ I' w x v
0c
EX 30'_-
R
WATER
WATERER M MAIN ,', : � ^\ •• : yr�'�
EASEENT - ` \ �j.'' •L
93 m0
N DU25,
\ x
ACCESS EASEMENT
N � z
5
f I \ FFE = 888.0 z W
z
SEE SHEET C3.2 FOR SKUNK RIVER REPAIR GRADING a °
z"
Leo as
3 w z 0 p 0
o Cjo g 0 Q v
O' H E
oa
H
W O
U
a� \
m a
N A \ GRADING NOTES:
° 100 YR FLOOD ELEVATION = 883.5
Y MIN PAVING ELEVATION = 886.5 (BFE +3')
FINISH FLOOR ELEVATION = 888.0 (BFE +4.5') GRADE NOTE: PROJECT NO.
ALL ELEVATIONS BASED ON NVGD 29 ALL GRADES ARE FORM GRADE (FG) 5174-12A
(TOP OF PAVEMENT) UNLESS
NOTED OTHERWISE. SHEET
+ 0.50')
TOW = TOP OF SIDEWALK a ao• ico' c3.0
o
883
obti�,e bb aoo w o 5
3' 885
b
4
6• 6' 6' b' b' b• b
8g4 06. bb bb 60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
� w
ACC EASEMENT � I . •�byo •�b�'Y •�byC •�b�~ •�byO
P
. .. ._. ___ bb •24� I 8
■ ■ ■ ■ w
b � o
$g
w OF A S GI •�1 •�1'
699 bbbeb$ ■ ■ ■ ■ ■ .
SO � 06
I
887.0 bP
o �1'
�yh 886.91 - O •
1h ,y9
/,...� 887.39 bet •�1 �1 •�1 •fib •�b •�b •�bbl
b
/ 86.90J
87.16
1y
/ 687.20 71' 887.83
b E�uce 887,83 887.68
a �oAA
oo
1�P 9E6.50-? 1Sl6 ■ m N;N N
60 1, • ■ m y°�n v�
20'
N E
887.55
e FFE = 888.0
C,', I d887.55 •64i1 661 •061 Q�'' w CO
c o
b X v
a�
19" FFE = 888.0
e b 0[Z
146
= f // sa° P _ bb g i / 1" � e•cues wsy bbN.. b�ti L'�'I 61 b.
o� ag9 _. 1:1" 87.0 886.79.E •bb ® 4� .
060
b• 1' b• 1' b' b' • �P
160 •bb _._ •ba •bO •bb •06 fibre Z
ea7 661 a� � 556 5
■ •vp '' z z
s by 10 01 10 16 by a
° •� _-____ g4+1' g91' 661' 666' 61' 866 Z o °o
5 ■ f Z
w
sa° ce w a f
6 X a
g1 b b^o h0 b F m in
J� $
�v
Q o o OPOSED 20
.SS EASEN
. EM . . . . . . . .
. . .— — — GRADE NOTE: aaoJEa NO
ALL GRADES ARE FORM GRADE (FG) 5174-12A
(TOP OF PAVEMENT) UNLESS
NOTED OTHERWISE. SHEET
TOC = TOP OF CURB (FG + 0.50') a ao' 60•
TOW = TOP OF SIDEWALK C3.1
n
r: o
w 3 w
PROTECT ANY USGS RIVER GAUGING o o S
- WITHIN WORK AREA. DOT R.O.W.LINE
CONTACT DAVE CONELL AT USGS
(CELL 515-408-2527)TO /
REMOVE AND DISPOSE
COORDINATE IF NEEDED. -
ISTING TREES,ROOTS,AND
VEGETATION PRIOR TO
CHANNEL BANK GRADING / SKUNK RIVER Ol
3Q INSTALL 1325 SY TURF
d J r REINFORCEMENT MAT(TRM)AT -
jj
LOWER BANK.SEE CHANNEL DETAIL.
a F # m
REMOVE,SALVAGE,AN
REUSE EXISTING RI P -
- _
869 i
lb
r
r
n
B
INST SEED PER SODAS INSTALL 72 --- INSTALL 47CY
CONTROL - S
EXTEND TURF INFORCEMENT SPE�IFICA720 AT ALL DISTURBED BLANK (E(E EROSION CB)AT UPPER BANK. --.__CLAS D F P \ f
MAT(T )TO FULL BANK AREA EE CHANNEL DETAIL. SEE CHANNEL DETAIL -'"' '• a"w '`
- HEIGHT AT B NCH TRANSITION DOT FENCE- /
�9
30' 60'
�mm cam+)O N N
Q�Evv
Q ID
C�yJl
G) L LL
cr a
00
L`V)
xa
0LL
a
_C
L
TYPE 2 SEEDING NATIVE SEEDING-WILDFLOWERS
f NOTES:
i
o u 1.EROSION CONTROL BLANKET(ECB)SHALL BE NORTH AMERICAN GREEN
5 ECB SLOPE SC1S0 OR APPROVED EQUIVALENT.INSTALL PER MANUFACTURERS
PROTECTION RECOMMENDAIONS FOR CHANNELS.
SEE PLAN
n 2.TURF REINFORCEMENT MAT(TRM)SHALL BE PROPEX LANDLOK 450 OR a
TRM SLOPE 20-FT BENCH APPROVED EQUIVALENT.INCREASE ANCHOR LENGTH AT TOE OF SLOPE w z
f» PROTECTION .+- NEAR WATER EDGE.EXTEND TRM 5-FT BEYOND TOP OF BANK.INSTALL PER 5
w q i SEE PLAN 1 "' MANUFACTURERS RECOMMENDATIONS FOR CHANNELS. w
5-FT \ N w
i i 20�0 `ECB ANCHOR 3.INSTALL TYPE 2 SEEDING AT LOWER BANKS AND BENCHES AND NATIVE a
`3 v w TRENCH(TYP) SEEDING WITH WILDFLOWERS AT UPPER BANKS AND ADJACENT TO Y of
0 v 'g CHANNELS. MULCH SHALL BE INSTALLED AT ALL LOCATIONS NOT COVERED `?
1 r 3 BY ECB OR TRM. v� 2 w
TRM ANCHOR = a
TRENCH(TYP) 4.SEEDING SHALL BE COMPLETED DURING SEEDING DATES SPECIFIED BY g o 0
NORMAL POOL=868t SUDAS. IF DORMANT SEEDING(PRIOR TO DECEMBER 25)OR FROST a m
SEEDING(FEBRUARY 1-APRIL 1)IS NECESSARY,SPECIFIED SEEDING
q 0w
RATES SHALL BE DOUBLED. Z o
A TYPICAL CHANNEL CROSS SECTION a
T (D
PROJECT NO.
5174-12A
SHEEP
C3.2
o
/ m
0
a
D
3 N
/ 0 5
/
/ o
/ HYDRANT AND VALVE ASSEMBLY _
PROPOSED ACCESS EASEMENT
PUMPER NOZZLE FACING STREET SAN -
8"TEE
MH-4 w
a
/ RIM=1186,36 a
FL IN=879.86 SS-5 TO NEW]UNCTION BOX LOCATION REMOVE/R
` - ELOCATE HYDRANT IN SAME GENERAL AREA.
( o
L OUT=879.76 SS-4) - PUMPER NOZZLE FACING STREET W
5 L.F.8 AN�0.4u LOCATE EX 4"CONDUIT AND EXTEND
/F CONNECT TO EXISTING
Or.F-
_.- / SE 16T TR E 1�00'iP0l�YJ ���
/ LOCATE EXISTING SANITARY
SEWER STUB AND CONNECT
23L1F�"Sax ".40.9�
W W W W W W 34 L.F.8"SAN®0.65%
_ W W W
PROPOSED -
ACCESS EASEMENT AGES N GSAN SAN SAN SAN--280 L.F.8"SAN O 0.40% SAN
SAN MH<itMH-3 MH-1 1 /
* RIM=8$6.51 IS'SANITARY SAN MH*MH-2
FL IN=�78.74(SS-4) SEWER RIM=887.77 1
FL OUT 878.64(SS-3) EASEMENT RIM=884.74 FL IN=876.50(SS-2)
FL IN=877.72(SS-3) FL OU7=876.32(SS-1)
10'SAN SEWER ELEC FL IN=877.62(SS-2A)EASEMENT EA MENT
Z FL OUT=877.62(55-2)
/ EASEMENT 10'ELEC 10 L.F.6"SAN 1.00% 1
10'STORM EASEMENT
EASEMEN 3.5'x T)UNCTION BOX 1 /`
2008 FLOODWAY BOUNDARY FROM CITY OF AMES CIS / FL 15'RCP APRON = 880.19 !lv
/ 4"ELECTRICAL CONDUI
8"WATER MAIN 1i n o o M
/ 338 L.F.8"SAN®0.40% 1 C o o-
/ A KNOX BOX SHALL BE PROVIDED Z 1 m m0 M0 0 M
FOR EMERGENCY ACCESS
1`\ A
1
WATER ER STORM O'WATER MAIN
/ WATER UNDER SAN EASEMENT 1k
5'WALK 1' O Q a>k - 8"CROSS __ _ _ cq E.. ..
WATER OVER STORM IS'CAPPED STUB ^Q 0
PUMPER NOZZLE 15' IL
d LL
/ FACING WEST 8"VALVE(x2) SAN �� SAN SEWER _,�—�'•�J-
1 •••••LL, • EASEMENT LU W
HYDRANT AND VALVE ASSEMBLY - - Y Q 10 WATER MAIN
WATER UNDER STORM 0 {� �(e
EASEMENT ACROSS ELEC UGE 2 5, 10'ELEC \ 0 O
EASEMENT
/ ,MH-5 10'STORM WATER UNDER SAN J 7r •`
/ RIM=886.95 EASEMENT
FL IN=881.61(SS-SA) 25 L.F. SAN 1.00%
/ FL IN=881.61(55-58) 10'SANN SEWER
FL OUT=881.21(SS EASEMENTEASEMENT ACROSS ELEC
45 1 L.F.6"SAN O 1.00 h AND WATER O•IS)
u
+UGE
d ou * // K
5 ELECTRIC TRANSFORMER PAD
6"HYDRANT AND VALVE ASSEMBLY
,g. HYDRANT AND VALVE ASSEMBLY
I
PUMPER NOZZLE 8"WATER OC
W
FACING WEST ♦—
i> >Z
z N i
=q 0
u — . � W Q N a s
zo 03
3
z
Q� pO
or w z
r— _x--� ELECTRICAL NOTES: tV 4"VALVE O =f
All conduits(primary and secondary)are to be installed by the Z m a
t contractor. The contractor will also pour a transformer pad to Ames 4"FIRE WATER g m e
Electric specs,NOT Mid-American specs. D.w N
w ** Ames Electric will provide CT's to your electrical contractor to be PIV o
J USHl�YY30�ROl�/l�.4RIESf installed in the CT cabinet that they provide and install. 4"DOMESTIC Vk ER W
m ** Ames Electric will provide a CT-rated meter socket to be installed by 4"VALVE
NA the contractor.
Q o 0
4"VALVE
PIV PROJECT NO.
5174-12A
SMEEf
0 50' 100'
C4.0
-
_ _ , SE l6THSTREET�100' � o 0 o a
/ ROl�YJ m
0
a
0
- - .ST-10 STORM SEWER MH ST-09 STORM SEWER MH ST-08 STORM SEWER MH ; r.. g W
WITH GRATED CASTING WITH GRATED CASTING= =WITH GRATED CASTING_ o - g
Ib RIM=886.50 RIM=886.50 RIM =875=886.50 u
FL IN=874.62[P-09] _ FL IN=875.03[P-08] FL IN=875.73[P-07]
FL OUT=874.52[P-10] FL OUT=874.93[P-09] FL IN sp3[P•08.1] a
LV sv -W._______ W ___.....
FL OUT 875 34[P-08]
z
' R `� N SAN - •
WATER OVER STORM
-- CAP END AND MARK WITH POST
PROPOSED 20' --. - [P 11] 54L.F. 361n.STO/'t.o.
ACCESS EASEMENT
-12 STORM SEWER MH j
1TH GRATED CASTING 6 I�t• 11141116
_ R M=886.50 % w
I4 F IN=873.44 -11J f, [p- g] 62L.F. 36in.STORM 0 0.50% F o
OUT=872. [P-22] �}',
FLARED END SECTION
FL= 69.0
/ [P-09] 62L.F. 36in.STORM 0 0.50%
8 /
INSTALL 30 TONS RIP RAP I 10'STORM
/1 EASEMENT
x [P-08.1] 70L.F. 36in.STORM 0 0.50%
/ [P-10] 87L.F. 36in.STORM 0 O.SO% I 1 r 3
10'STORM • •
EASEMENT ST 11 STORM SEWER MH SAN OVER STORM
WITH GRATED CASTING [P-07] 159L.F. 30in.STORM 0 0.501Y.
2008 FLOODWAY BOUNDARY FROM CITY RIM 886.50 OF AMES GI$ FL IN=874.08[P-10]
.P[ . 2] 8 F. 361n.STORM O 1.00% FL IN=880.08[P-36]
FL OUT=873.98[P-11]
\ [P-36] 98L.F. 15in.STORM 0 1.00%
[P-12] 143L.F. 361n.STORM L67% \ \ /
ST-22 STORM SEWER MH [P-35] 62L.F. 151n.STORM 0 1.00%
\ v WITH GRATED_CASTING_ ST-35 SW-511 INTAKE
6 RIM=886.50 RIM=887.19 I
/ FL IN=871.48[P-22] FL IN=881.88[P-34] Si-07 SW-531_INTAKE
FL IN=881.19[P-20] FL IN=882.35[P-18] RIM=886.50
/ FL OUT=871.38[P-12] FL IN=876.73[P-06]
FL OUT=881.78[P-35]
ST-36 SW-511 INTAKE - FL OUT=876.53[P-07]
RIM=887.39 [P-34] 62L.F. 15in.STORM 0 1.00%
[P-20] 81L.F. 151n.STORM 0 1.00% FL IN=881.16[P-35]-� }
FL IN=883.80[P-38] ■ r •r.
FL OUT=881.06[P-36] - V.T-34 SW-511 INTAK
/ RIM=886.50 u o o 0
[P-38] 48L.F. Sin.STORM 0 1.00% FL OUT=882.50[P-3
[P-18] 48L.F. Sin.STORM 0 1.00% 1 .5 m
/ TILE INLET RIM= _
RIM=887.47 - ST-32 TILE INLET_
FL OUT=884.50[P-37] RIM=887.44 2 y O
/ ST-20 SW-511 INTAKE FL IN=882.83[P-31] �" Q S w
RIM=886.50 ----- • FL IN=882.83[P-33] rn E y
/ FL OUT=882.00[P-20] [P-371 22L.F. Sin.STORM 0 1.00% - c t<c xx
FL OUT=882.83[P-18] }1c^ p Q
r [P-33] 32L.F. Sin.STORM 0 1.00% I�' y a LL
/ [P-06] 166L.F. 301n.STORM 0 0.50%
ST-33_TILE INLET/ W 0
RIM=887.51 ST-38 TILE INLET FL OUT=883.15[P-33] .v X
RIM=887.50 v
FL IN=884.28[P-37] SO'STORM
FL OUT=884.28[P-38]
EASEMENT ,L
[P-31] 97L.F. Sin.STORM 0 1.00%
/ SAN OVER STORM N
ST-31 TILE INLET
ST-30 TILE INLET RIM=88680 O•�
v - FL IN 883.80[P-30]
RIM= 884
FL OUT= 84.50[P-30] - FL OUT=883.80[P-31]
u z^
r ?
r g [P-30] 70L.F. Bin.STORM 0 1.00%
c [P-OS] 62L.F. i8in.STORM 0 1.00% 5
06.1] 60L.F. 24in.STORM 0 0.50%
F -
n - [P-04] 58L.F. 18in.STORM 0 1.00%
v `CAP END AND MARK WITH POST
n
P-02 206E F. 181n.STORM 0 0.50% W
w_ w [ ] [P-03] 145L.F. 18in.STORM 0 1.00%
zu a Wz
\.T-.S SW-511 INTAKE ,r / V)g z
- ST-O6 STORM SEWER MH
C u [P-01] SISL.F. 15in.STORM 0 0.50% O
u A z ST-02 SW-511 INTAKE RIM=886.51 WITH GRATED CASTING - / �H
a - FL IN=879.08[P-04] �� K..
=p a RIM=886.50 ST-03 SW-511 INTAKE RIM=886.50 _ a a
3 FL IN=882.44[P-01] RIM=886.86 FL OUT=878.98[P-051 FL IN=878.36[P-OS] O O 3
o L g FL OUT=882.34[P-02] FL IN=881.31[P-02]j FL IN=877.96[P-06.1] w z
FL OUT=881.21[P-03] I _ <w
m
FL OUT=877.56[P-06] � Z o H 12
u
ST-Ol SW-511 INTAKE ST-04 SW-511 INTAKE
m RIM 6 w
-88 .50
ry - ' RIM=886.50_--
T w n FL OUT=883.02[P-01] FL IN 879.76[P-03] p
v FL OUT-879.66[P-04] X.
m q
X X PROJECT NO.
�___ � -_�� 5174-12A
X-'i- it--- �- --
SHEET
0 10 6o C4.1
w
m m a
PLANTING LEGEND
p _: PIN K(3) _
I
SYMBOL SPECIES QUANTITY
OA
w a
I . W IN
_
RED OAK 3 3 u 5
.-.5'MOWED NATIVE PRAIRIE PIN OAK(3) SAN
�r
GRASS AND FORBS _
7
EDGE OF PAVEMENT
0 z
0
PIN OAK 6 w
48" RCP APRON.= S72 31 - 4"ELEC 24' `n
__._...� . . 8' WATER .
+ SWAMP WHITE OAK 3 I 5 I ■ ■ ■ ■ WHITE OAK(8)
I, 10'SAN SEWER 10'WATER MAIN 10'ELEC L _ 10'SAN SEWER w
EASEMENT EASEMENT EASEMENT ff - EASEMENT o
SECTION VIEW
200'(TYP) - NATIVE PRAIRIE FLOWER PLANTING BEDS(SEEDED)
A z
BURR OAK 6 NO SCALE 19, s
O \i
7" 0 ® I 10'ELEC
f
EASEMENT
2008 FLOODWAY BOUNDARY FROM CITY OF AMES CIS
/ COLORED AND PATTERNED CONCRETE WALK
WHITE OAK 11 / 5'MOW STRIP
~ NATIVE PRAIRIE FLOWER PLANTING BEDS(SEEDED) N
RED OAK(3) / �' (TYP)
® NATIVE PRAIRIE
BLACK OAK 5 FLOWER PLANTING BEDS
f= (POTS AND PLUGS)**
j'- RED MAPLE ( 1 '
RED MAPLE 9
m COLORED CONCRETE WALK r '
NATIVE PRAIRIE
O SMOOTH SUMAC 8 FLOWER PLANTING CAING BEDS A
10)
(POTS AND PLUGS)**
*NATIVE PRAIRIE AND FORBS -
/: RED MAPLE Ik
*NATIVE PRAIRIE FLOWER 4'MOW STRIP RED MAPLE I c o 0 0
PLANTING BEDS 4,125 S.F.
(SEEDED) '� - • • r �� -Viz". ■ ■ d 1.0
m o
*NATIVE PRAIRIE FLOWER 20' RED MAPLE(2) 10 3 N N
PLANTING BEDS 2,430 S.F.
(POTS AND PLUGS)
Q cn N.�....�..
*MOWED GRASS / , RED MAPLE ` Q c X
/ y 5 LL
a
*SEE SHEET CSA FOR SEED MIXES AND PLANT TYPES / `•., NATIVE PRAIRIE „ c 0
FLOWER PLANTING BEDS -:- W�
(POTS AND PLUGS)**
O v
L
RED MAPLE(I)
.. tiAh m
SWAMP WHITE OAK(3)
z SMOOTH SUMAC(4)
4'SPACING • 1
g z • ® 2'OFF PROP LINE
w 5 i / ■
NATIVE PRAIRIE
S RED MAPLE FLOWER PLANTING BEDS t � SMOOTH SUMAC(4)
/ • • (POTS AND PLUGS)** 4:SPACING
m / / 6OFF PAVING z
- I" ■ BURR OAK(3) � Z g
.u i iy x 4.. �■ BLACK OAK(5) g N
/ o o a
BURR OAK(3) --._ - _-X ' U in a V
WHITE OAK(3) U)w x w
-- LuM
/ C.
. . . . . . . . ' ' ' A EE CALCLULATIONS
x00. _ — •` ' �_ -X x FACADE VISIBLE FROM SE 16TH ST=456 — / —REQUIRED LANDSCAPE AREA AROUND BUILDING—5 sf 1 If FACADE—2,280 sf
LANDSCAPE AREA PROVIDED=2,430 sf
TREES REQUIRED AROUND BUILDING=1 TREE SO If FACADE=9 TREES auo�ecr rvo.
POTS AND PLUGS PLANTING BEDS NOTE: Q /
TREES PROVIDED=9 TREES 5174-12A
*#-PLAN TO BE APPROVED BY PLANNING SHEET
DEPARTMENT PRIOR TO INSTALLATION. ENTRY WALK LENGTH=292 ft FROM PUBLIC WALK TO 20 ft FROM BUILDING 0 30• s0•
LENGTH OF LANDSCAPING ALONG ENTRY WALK=203 ft=70%OF TOTAL LENGTH C5'O
NATIVE PRAIRIE FLOWER PLANTING BEDS \
(SEEDED) NATIVE PRAIRIE AND FORBS(SUNNY AREAS) NATIVE PRAIRIE AND FORBS(SHADED AREAS) c
woos agoxs Common awns sxtlslos. wnua 8pscxs Cemm.n xeme aee4slos. Gens Species Common Name Seeds/oz.
Amorpha canescens Lead Plant 16,D00 Amorpha canescens Lead Plant 16,000 Carex CurIy s yled Wood Sedge 53,000 a
Anaphalis margarkacea Pearly Everlasting 218,O00 Anaphalis margaritacea Pearly Everlasting 218,O00 Panicum virgatum Switch Grass PIS 14,000 3
m
Andropogon gerardil Big Bluest- 10,0DO Andropogon gerardii Big Bluestem 10,000 Carex brevior Plains Oval Sedge 29,O O 'y' O g
Andropogon scoparius Little Bluestem 15,000 Andropogon smparius Little Bluestem 15,000 Carex mclerta Field Oval Sedge 25,DW
Anemone virginiana Tall Thimbleweed 28,000 Anemone virginiana Tall Thimbleweed 28,DW Care. muskingumensis Palm Sedge 7,500
Aquilegia canadensis Columbine 38,W0 Aquilegia canadensis Columbine 38,000 Care. sprengelii Long-beaked Sedge 10,000
Artemisia ludoviciana Prairie Sage 250,DW Artemisia ludovidana Prairie Sage 250,DW Carex laeviconica Long-toothed lake Sedge 7,500
Asdepias tuberose Butterfly Weed 4,300 Asclepias tuberose Butterfly Weed 4,300 Sporobolus heterolepis Northern Dropseed PLS 16,000
0
Asdepias syriaca Common Milkweed 4,000 Asclepias syroca Common Milkweed 4,000 Koeleda oist,ta June Grass PLS 2W,000 c
Aster eruoides Heath Aster 200,000 Aster erlcoides Heath Aster 200,000 Elymus villosus Silky Wild Rye PLS 5,500 (u
Aster azureus Sky Blue Aster 80,000 gster azureus Sky Blue Aster 80,000 Sporobolus per Rough Dropseed 30,000
Aster oblonglfohus Aromatic Aster 51,000 Aster abl.rgifolius Aromatic Aster 51,000 Hy-i. patula Bottlebrush Grass PLS 7,600
Aster sericeus Silky Aster 26,000 Aster senceus Silky Aster 26,000 E m
h' u virginicus Virginia Wild Rye PLS 4,200
Aster laevis Smooth Blue Aster 55,O00 Aster laevis Smooth Blue Aster 55,000 Andropogon scoparius Little Bluestem PLS 15,W0
Astragalus canadensis Canadian Milk Vetch 17,000 Astragalus canadensts Canadian Milk Vetch 17,000 Bouteloua curtipendula Side-oats Grama PLS 6,W0
Baptista alb. White Wild Indigo 1,700 Baptista alba White Wild Indigo 1,7W
Bouteloua curtipendula Side-oats Grama 6,000 Bouteloua curtipendula Side-cats Grama 6,000
Carex vulpmoidea Brown Fox Sedge 100,000 Care. vulpincidea Brown Fox Sedge 100,000
Cassia fasciculata Partridge Pea 2,700 Cassia fasticulata Partridge Pea 2,700
Coreopsis tripteris Tall Coreopsis 14,000 Coreopsis tripteds Tall Canopsis 14,000 Plant List for Landscaping Adjacent to the Building
Desmanthus illmoensis Illinois Bundle Flower 4,20 Desmamhus i0inoensis Illinois Bundle Flower 4,2 W Potential list of plants that will be used.
Desmadium wnadense Showy Tick Trefoil 5,500 Desmodium nnadense Showy Tick Trefoil 5,500 Variety based on availability and time of planting.
Detailed plan to be reviewed by the City prior to installation.
Echinacea pallida Pale Purple Coneflower 5,200 Echinacea pallid. Pale Purple Coneflower 5,200
Elymus co-cl,sis Canada Wild Rye 5,200 Fly- canadensis Canada Wild Rye 5,200
Eryngium yuccifolium Rattlesnake Master 7,500 Eryngium yuccifolium Rattlesnake Master 7,500 scientific name common name ht Sun moisture shade sun
Gentiana flavida Cream Gentian 140,000 Gentiana flavida Cream Gentian 140,000 Hys ri,patula BottNbruah gnu 3- S W M DM 98
Heliopsis helianthoides Early Sunflower 6,300 Heliopsis helianthoides Early Sunflower 6,300
Schizechydum scmumus Little bluestem 4' P S M DM 0 294
Heuchera richardsonii Prairie Alumroot 700,O00 Heuchera richardsonil Prairie Alumroct 700,O00
Hypericum punctatum Dotted St.John's Wort 580,000 Hypericum punctatum Dotted St.John's Wort 580,000 Spombolus helemlepis Prairie dnpseed 3- P g Ma M DM D 98
Liatriz aspera Button Blazing Star 16,000 Liatris aspera Button Blazing Star 16,000 Amorpha canescens Lead plane S' P 5 Me to ON D 196
Monarda punctata Spotted Bee Balm 90,000 Monarda punctata Spotted Bee Balm 90,000 Anemone canadensis Canada anemone 1' P S Ma M 196
Monarda fstulosa Wild Bergamot 70,000 Monarda fistulosa Wild Bergamot 70,000
Oenothera biennis Common Evening Primrose 90,000 Oenothera biennis Common Evening Primrose 90,000 Aquilegia canadansis Columbine 2' P 3 W M DM D 294
Panic- virgatum Switch Grass 14,000 Panicum yirgatum Switch Grass 14,000 Arlemisla Woviciana Prairie fag. 3' P S D 98
Penstemon digitalis Foxglove Beardtongue 130,000 Penstemon digitalis Foxglove Beardtongue 130,000 Asclapas lobe.. Butterfly wood 2- P 3 M ON D 294
Petalostemum nndidum White Prairie Clover 19,000 Petalostemum andidum White Prairie Clover 19,OW
Aster azureus Sky btu.aalar 3' P S M DM D 196
Petalostemum purpureum Purple Prairie Clover 15,000 Petalostemum purpureum Purple Prairie Clover 15,000
o
Potentilla arguta Prairie Cinquefoil 230,OW Poten[illa arguta Prairie Cinquefoil 230,OW Aster bIDngfolius Aromatic aster 2' P DM D 98
Pycnanthemum tenuifolium Slender Mountain Mint 378,000 Pycnanthemum tenuifolium Slender Mountain Mint 378,000 Baplisia leuoophaea Cream indigo 2' P S M DM D 98
Pycnanthemum virginianum Mountain Mint 220,000 Pycnanthemum virginianum Mountain Mint 220,000 cor sis Palmate Prairie coreo sis C O O O
eop p p 2' P 3 M DM D 98 y y 0 0 0
Ratibida pinnate yellow Coneflower 30,000 Ratibida pinnata Yellow Coneflower 30,000 Echinacea pallid. Pala le coneflower '�-' do m M pa pure 4' P S M DM 0 98 3
Rudbeckia subtomentosa Sweet Black-eyed Susan 43,000 Rudbeckia subtomentosa Sweet Black-eyed Susan 43,DDO U p
Euphoro.comilala Flowodng spurge y p 5 M DM D 98 4)-u)
Rudbeckia triloba Brown eyed Susan 34,000 Rudbeckia triloba Brown-eyed Susan 34,000 N 1 6
Liatris punctata Oox.d blazin star a" do
Rudbeckia hina Black-eyed Susan 92,000 Rudbeckia hin. Black-eyed Susan 92,000 8 2- P S OM D 98 W E
Ruellia humilis Wild Petunia 5,200 Ruellia humilis Wild Petunia 5,200 Liable scadosa Northern blaaingstar 2- P S M DM D 98 «a C
Silphium integrffolium Rosin Weed 1,200 Silphium integrkolium Rosin Weed 1,200 41 L
Lams squarrosa Seeley blaaingstar 2- P S DM D 98 C« d
Silphium laciniatum Compass Plant 660 Silphium laciniatum Compass Plant 660 O
Oen.th..macmrp caa Missouri evening primrose 1' P 3 DM D 196 Lu W
Salldago nemoralis Old Field Goldenrod 3W,0W Solidago nemoralis Old Field Goldenrod 300,OW
Solidago rlglda Stiff Goldenrod 41,000 Solidago rigid. Stiff Goldenrod 41,000 Orylmpis lambekii Locow..d 1' P ON D 98 0 VI
Solidago speciosa Showy Goldenrod 95,000 Solidago speciosa Showy Goldenrod 95,000 Penstemon b..a Showy be-tongue 2- p S ON 0 98
Sorghastrum nutans Indian Grass 12,000 Sarghastrum nutans Indian Grass 12,000 Penstemon grandi4orum Lmaz.-Ilowxed b-cit.rgu. 2- P S DM D 196 �1L�
Sporobolus asper Rough Dropseed 30,000 Sp W Sporobolus asper Rough Dropseed 30,D 'W
Sporobolus heterolepis Prairie Dropseed 16,O16,000
Sporobolus
heterolepis Prairie Dropseed 16,000 Phlox pilosa Prairie phlox 2- P 5 DM 0 106 (3)
Teucrium condense Germander 20,000 Teucrium canadense Germander 20,000 Ruellia humilis Wild petunia 1' P S M DM D 98
Tradescantia bracteata Prairie Spiderwort 10,000 Tradescantia braReata Prairie Spiderwort 10,000 Solidago nemoralis Gray goldenrod 2' P S ON D 98 Verbena ,tricta Hoary Vervain 28,000 Verbena strict. Hoary Vervain 28,000 Solidago uImif lia Elm4.aved goldenrod 3 3 W M DM 98
W •�W
3: I Veronicxstrum virginicum Culver,Roct 800,D Veronicastrum virginicum CuNer's Root 800,000
i Zizia appera H-4.aved golden alexandera 2' P S M DM 98
Zizla astera Heart-leaf Golden Alexander, 12,000 Zizia aster, Heart-leaf Golden Alexander, 12,000
co O U Zizia .urea Golden Alexanders 11,000 Zizia aurea Golden Alexanders 11,O00 882 2752
H
g
L
O
UJ
W
U J
f[ f cc
3 z. U-3 u, Z
LLo i2 ww o
z- i �a
3 v uJ ut 11
> o 0
o Va 5 z
s a vi
Zeq �a
a>
14 Q qC
U w1.
Vlo
aO Z
rq
00
PROJECT N0.
5174-12A
SHEET
C5.1
--'�-
F
n
PROAOSED 20' - o
/ - ACCESS EASEMEHj. y ro th
w
U -.- - / Z ❑
y, _w
C
e-^ � w 2
� /__�(\'/�$s\/\ \\\ \ FLOOD WAY AREA ❑ u
Fnx'era nounn �7.z,3iJ_._._ .._.`�.3`L�_L_L �_ � y -2.19 Acres c g
1J
-... UJUA wcMt NT _ _
POND SLOPE z
-0.93 Acres
POND EDGE
2.14 Acres
WATER SURFACE AREA
50' Ioo' -3.22 Acres
EX 30' RAW
WATER MAIN 4\\
EASEMENT
\\ i
GEED MIX 1 SEED MIX III
< w Genus Species common Name Seedsidic oW-
n Genus Species Common Name Seedaroz.oryae Agropyron v hywulum Slender Wheat Grass KS 6900 B.W
6� . �. ,�� Agropyron trachycaulum Slender Wheat Grass PLS 6,900 4.00 Agropyron thi Western Wheat Gass PLS 6000 16 O
B �'..\ Agropyron smdhll Western Wheat Grass PLS 6,000 8.00 nnddr0p�ogooen scop9 an.. Lint Big Bluestem PLS 15,000
000 4.W
Andropogon gerard i Big Bluestem PLS 10,000 4.00 Anemone Grind lc, Th lmbleweed PLS 26,000 O50 O 00 O O
Andropogon - O O
\ scoparws Little Bluestein PLS 15,000 8.00 Aster 1 Snxmth Blue Aster 55.000 2.W
Anemone cylmdnca Thlmbleweed 26,000 0.- Boulebua g 'I's Blue Grams PLS 40,000 8.00 N pl u,O O
8outeloua rtipeMula Sideaals Grama PLS 6.000 Moo t0 r+)M
_ Artemrsla ludoviciana Prairie Sage 250,000 0.35 m(n N N
Ascle as s naca Common Milkweed 4,000 4.00 &ymus ..modems, Canada Wild Rye PLS 62 0 1 000 �i
Pi Y Kuhnia eupatoriodes False Boneset 32,000 1 00
== Aster ericiudes Heath Aster 200,000 0.50 MonaNa 6stulosa wild Bergamot 70,000 t.00 N Pyle Land L.L.C.Floodway Seeding Specification Ranloum v;rgetum Switch Or-FLS 14.000 4A0 2 m O
Aster novae-angliae New England Aster 66,000 0.50
Aster azureus Sky Blue Aster 80,000 1.00 Sorghaswm nuans Indian Grass PLS t2.000 4.00 E
Bpombolus cryptandrus Send Dropseed 200.000 1 00 C a C xx
Floodway Area Aster laevis SmoothBlueAster 55,000 2.00 SporObolus Asper Rough Dropseed 30,000 4.00 r O Q
Aster snide. Heath Aster 200.000 0.50 N EL It
Area subject to short term flooding on infrequent basis. Asvagalus canadensis Canadian Milk Vetch 77,000 4.00 C L d
Seeding Dates Bouteloua gracilis Blue Grama PLS 40,000 4.00 SEED MIX 2A Eragmstis tricnodeis Sand Love Grass PLS 90.00g 2.00
eouteloua Curti dula Sideoats Grams Ply 6,Ixx! 16.00 Monaarna punctata Spotted Bee Balm W,000 1.W m p
Before June1:SeedMix1A pen Genus Sp-. common Name Sesdsbz.oW- Pyc Ihemumtenuilolium SlnMerMounanMint 378.000 0.25 SEED MIX IC wen
After June 1:Seed Mix 38 ASAP after final radio followed b Seed Mix SC after Oct-15 Carex vulpinoidea Brown Fox Sedge 100,000 1.00 Actinomens anew;Iola Wirgstem g,ppp 2,000 Pycnanlhemum virgins um Mountain Mint z20,000 0.50 X y
grading y Carex annectens Small Yellow Fox Sedge 90,000 1.00 Agropyron trachycaulum Slender Wheat Gross PLS 6,9g0 4.000 Oenothere toenna Common Evening Pnmrose 90.000 3.00 C) rq
Seeding Method-Broadcast seed-no drilling. Andmpogo. geramii Big Bluestem PLs 10.000 4,000 Aster azureus Skyebe Aster 80.000 1.00 Genus species Common Name Seeds/oz. oz/ac LL V 7
g Cassia viresculata Partridge Pea 60,00 1.000 Aster novae-angliae Nev,England Aster 66.000 0,500 Koelena cnsala J.-Grass PLS 2W.000 0.50 Tradescantia bracteata Prairie Spiderwort 10,000 100
Fertilizer-None. Delphinium vireuen5 Prairie larkspur 60,000 1.W Aster laev. Smoem Blue Asar 55.000 i.000 Desmanthus inirwensia IlGrois Bundle Flower d.2W B.W TradeStantia ohiensis Ohio Spiderwort 8,000 2.W 'L
Mulch-Straw Mulch for temporary and permanent as needed. Desmanthus dOrloensts Illinois Bundle Flower 4,200 8.00 Astragal.. wooden. Canadian Milk Vemh 17.000 40W Glycyrmin lepldoa Wad Licarioe 3,9W 2:W
P rY P Aster novae-angliae New England Aster 66,W0 0.50
Desmodium can dense Showy Tick Trefoil 5,500 1.00 Bidens demurs Nodding Bur Mangold 21,000 10W Desmodium canadense Showy Tick T,.0, 6,500 1.W W
Permanent Seed Mix-Seed Mix No.lA(if seeded prior to June 1)or Combined Seed Mix 18 and iC oesmodium Ili-me Illinois Tick Trefoil 4.300 z.00 Carex annectens Small Yellow Fox Sedge 90,000 1.00
Desmodium ininpense Illinois Tick Trefoil 4,300 2.W C.I.-gm.tiwnedensis Blue Joint Grass PLS 280,D00 0.250 peabslemum wndidum White Prairie Cover 19,000 4.W
Care. vulpinoidea Brown Fox Sedge 100,000 logo Delphinium wrescen Prairie Larkspur 60,000 1.00
Echinacea pallid. Pale Purple Coneflower 5,200 4.W Carex Le-fluted Ovai Sect IODI 1.oW Pealosremum rumureum Purple Prairie Cbvar 15.OW 16.W _
swpaua Sedge Liatris scariosa Northern Blazing Star 10,800 1.00
Elymra canadensis Canada Wild Rye PLS 5,2W 8.W Carez nystericina Porcupine Sedge W.OW 1.OW Astragalus wnadens. Canadian Milk Vetch 17.W0 a,00 Solidago rigida Still Goldenrod 41,OW I.W O
Pond Slooe Eragrostis trichodes Sand Love Grass PLS 90,000 2.00 Carex ari-en,, Small Yellow Fox Sedge 90,ODO 1.000 Cassia fasdcu.a Partridge Pea 2,700 iSO11
v Carex bicknend Copper-shouldered Oval Sedge 17000 1.000 Lespedeza wpnaa Round-headed Bush Cover B.000 1.00 Eryngium yuccifolium Rattlesnake Master 7,500 2.00
3:1(H:V)slopes of pond subject to occasional flooding on infrequent basis. Flooding may be short or Eryngium yuccifolium Rattlesnake Master 7.500 2.OD g.bre Tunleh 9z.o00 o.z50 Asclepias synara Common M&weed 4,000 4.00 silpnium integrifolium Rosin weed l,zoo 3.00
lW'J- w i Eupatorium purpureum Sweet Pye Weed 42,000 2.00 C tri1 Helianthus ma,timaiani Maximnuns SunOowar 13.000 4.00
Og f longterm. Level of flooding Is at the same level as the Skunk River or..du p eels Tan C«eopsa 14pW 1'000 Heliopsis hell nthobes Ea Sunflower 6.300 4_00 Lobelia spicata Pale Spiked Lobelia 900,000 0.13 "
a Gentians flavida Cream Gentian 140,OW 1.00 Desmodium wnadense Showy Tick Trefoil S.SW 1.000 ry'
�^I Seeding Dates Ekochans l5 GreatS de Rush 51,000 1.000 Ratibltla colds Lon¢headetl Coneflower 42,000 2.W Solidago nemorali5 Old Field Goldenrod 300,000 0.25
i r Gytynhiza lepidota Wild Licorice 3,gD0 2.Do ca81 n p e Ratibida pinny Yellov Coneflower 30,000 2.00 Gentian flavida Cream Gentian 140,000 1.00
Before June 1:Seed Mix 2A Elymas densi, Canada Wild Rye PLS 5,200 d.000
2 O Helianthus maximiliani Maximilian's Sunflower 13,000 4.00 Elymu, virginicus Virginia Wild Rye PLS 4,2DO 8.000 Rudbeckia Inloba Browneyed Susan 34.000 4.00 Carex vulpinoidea Brown Fox Sedge 100,000 1.00
g After June 1:Seed Mix 2B ASAP after final grading followed by Seed Mix 2C after Oct.15 Heliopsis heuanthoides Early Sunflower 6,300 4.00 Eryn A. 'ecdolium Ra111esnake Master 7,500 2.000 Rutlbecba hind Backeyetl Susan g2,W0 4 00
O Rudbeckia sublomentosa Sweet Black-eyed Susan 43,000 4.00 Solidago speciow Showy Goldenrod 95,000 1.00
Seed in Method-Broadcast seed-no drilling. Kceleria uistata June Grass PLS 200,000 0,50 Eupatorium paw iaturn BOoeset i60,000 osoo Rudbecik lubudniiena Swans 43,0000 0.25 Hoary Vervain 28,OW 2.W
g g Eupatoium ulatum Joe Pye Weed 95000 0.500 Sage Verbena strict. Hoa V
t7 Kuhnia eupatorioide5 False eonese[ 32,000 1.W Verbena hasata Blue Vervan 93.000 2.00 Potentilla ar Fertilizer-None Eupatorium air unum Tondo kx,P 50000 1000 grrta Prairie Cinquefoil 170,000 1.00
rg Li.t,is za wpitaa Round-headed Bush Clover 6000 1.00 Gerdonum fla-zi m Sweet Joe I Weed 42000 1 000 Perabmon purpurs Foxglove,Pys Weed 4W,000 100 Echi h laria marilandica Late Figwort
Mulch-Temporary will be straw mulch if needed.Permanent will be Geo-Jute netting installed in Eupalaiwn pvmllrevm sweet Joe, weed bz.lxp z.W p u gwort 170,000 1.00
o Liatris spicata Northern Blazing Star IgBW 0.13 Gentians grad. Cream Gent n 740,000 1 OW Echinacea pallid. Pale Purple Coneflower 5,200 1.00
r, accordance with the manufacturers recommendation. Lobelia spicata Pale Spiked Lobelia 900,000 0.13 Glycena time Fowl Kann Grass 70,W0 1000 Z z
Glyoeria .Coate Fowl Manna Grass 90,OW COW Zizia aurea Golden Alexanderz 11,000 2.W
Permanent Seed Mix-Seed Mix No.2A(if seeded prior to June i)or combined Seed Mix 28&2C Monarda flsmlosa Wild Bergamot 70,000 1.W g 5
H.Ii nwm autumnle Srleaz ivin. 13,0000 1.000
2� 4 Monarda punctata Spotted Bee Balm 90,OW 1.W Helianthus maximiliani Madmif n's Sunibwer 73,000 2000 SEED MIX 28 d.w
w Z Oenothera biennis Common Evening Primrose 90,000 1.00 Helianthus gms..serelus Saw-tooth Surdlowa 16000 1.W0 Genus species common Name Se idelrsx.ozfee ~
C e 10 Panicum virgatum Switch Grass PLS 14,000 4.00 Henopsis helianthades Early Sunflower 6300 4.000 ActinOmens anernif.h. W.N.- 9.DW 2.000 SEED MIX 2C Ur 1A
i3 Pond Edge Hyper- pyramidalum Great St John,Wat 1W,000 1.000 Agropyron trachycaulum Slender Wheat Grass PLS 6,9W 8.000 Genus Steele. Common Nam. Seale-.orda Z1�
C Penstemon digitalis Fazglove Beardtongue 130,000 1.00 Yt y mpogon gerandii Big Bluestein PLS 10,000 4.000 Aster ee-algnae New England Aster 56,000 0.500 0 O F a
B Ju,lwa dud.. DWI.sRush 32W.000 0.125 Ard H 3
3 O ; 10:1(H:V)pond edge subject to frequent variation of water level.Designed to grow vegetation to Pealostemumcandidum white Prairie Cover 19,000 4.00 Liabis p=1xxhya Prairie Blazing star 11,000 1.000 Ante, I.... Smooth Bbe Aster 55,000 2.000 Bidens coeemua Nodding Bur Marigold 21,000 I.WO O O
Petalostemum eum Purple Prairie clover 15,000 16.00 Lobel. %picas Pak Spiked Lobelia 900,000 0,125 Meag plus canadensis Canadian Milk Vetch 17.000 4,000 Carex seopana laroe-wiled Oval 84000 1.0D0 w
�t g provide a vegetative edge to the pond for erosion control. 1-2 feet of water over the bottom of the pvrpur m s� w f F
OL^ Potentilla arguta Prairie Cinquefoil 230,000 0.50 Lobelia cardinal.. Cardinal Flower 4W.0D0 0.250 CaWmagrosti canadensis Blue Joint Grass PLS 280,000 1000 Carex hyslericina Porcupine Sedge 30,000 COW U. tov
edge.The top 2 feet IS considered the normal variable level Of the Skunk River. Lobelia siphildicis Great Blue Lobelia 500,000 0,500 Desmodium wnadense Showy rack Trelod 5.500 1.000 Carex annecrenx small Yelow Fox Sedge W,000 i3OW p.
o nanthemur tenuifolium Slender Mountain Mint 378,000 0.25 Wdsvi anemi/olio Saedbox 1.3W,000 0.125 E canadensis Canada Watl R PLS 5.2W i6.OW Carex bidnend C out =f
w Seeding Dates �` 9ia ymu. ye opper-shouldered Oval Sedge 17,000 1.000
v Pycrenthemur virginianum Mountain Mint 220.000 G50 Lywpus menranus Water Moe .Pit 130,000 1.W0 Ely... virginicus Virginia Wild Rye PLS 4.2W 16 W0 Caex vulpinoidea Brown Fox Sedge 100oD0 1.000 �� J a
Before June 1:Seed Mix 2A Ratibida columinifera Long-headed Coneflower 42,000 2.00 Lyrhrum alatum Wl,gW Loxssstrife 3,014.WO 0.125 Eupatorium perfoiatum Boneset 160,000 0.500 Chelone glad ra Totlshead 92,000 0.250 Q O N
After June 1:Seed Mix 20 ASAP after final radio followed b Seed Mix 2C after Oct.15 Ratibida MeP.. -PA, wnd Mint 300,000 0.125 Eupatorum maculatum Joe Pye Weed 95.W0 0.500 Coreopei% tripled. Tall Coreopsis 14,000 1 000
grading y pinnate Yellow Coneflower 30,000 2.X z pm
Mimulus nlgens Monkey Flower 2.300,000'O.t25 Eupatorum purpureum Sweet Joe PYe Weed 42.000 1.000 Eleochans pabsms Great Spike Rush 51,000 1.000
< doG Seeding Method-Broadcast seed-no drilling. Rudbetkia triloba Brown-eyed Susan 34,000 2.W Monarch Gstubsa Wild Bergamot 70,000 2.000 Glycerin grand. Reed Manna Grass 70,0W 4.001) Eryngium yuccifolium Rattlesnake Master 7,500 2,000 z of
Rudbeckia hirta Black-eyed Susan 92,000 4.00 Oemnrea bi-vii Common Evening Pmm,ose W,oW 2000, Glycerin straa Fowl Manna Grass W,000 4.000 Eupatorium ifts-in Tall Bonesel 50,000 1.ODD 0 w
f-m Fertilizer-None Panicum virgawm Swath Grass PLS 140OD 1.000 H.l.nivm a mnale srleazeveed 130,000 1.WO Gentian. 11-do Cream G.nlian 140.000 1:000 C.
Rudbeckia subtomentosa Sweet Black-eyed Susan 43,000 4.W
� Mulch-Temporary will be straw mulch if needed.Permanent will be Geo-Jute netting installed in Poo paw.m. Fowl Bkmgass PLS 130,000 2.000 Helianthus maximiliani Maximilian a sunibwar 13,W0 2.00D Hyperic pyramidalum Greet SI.Johns wort 190,000 1.000
o �o Scrophularia ma.ilandica Late Figwort 170,000 1.00 nthemtvi Mountain Mint 220.000 0250 Helianthus f Saw-tooth S--rover 15,000 1.000 Jimcus um duds Dudley's Rush 3,200DIX .125
accordance with the manufacturers recommendation. silphium integrifolium Rosin Weed 1,200 3.00 RW�beckis s blornenrosa Swell Black-eyed Susan 43,000 2,000 Hello hekamhoidess Ea Sunflower 6.300 8.0110 Liatris p „wh Prairie B S., 110W 1.000
1-l7 eyed psis M P-w ya k Blazing
2 9 o Permanent Seed Mix-Seed Mix No.2A(if seeded prior to June 1)or combined Seed Mix 28&2C Solidago nemoaes Old Field Goldenrod 300,000 0.25 RudbeA. mot Bmwrveye0 Susan 34,W0 2.OW Lywpus rlwnus water Morehould 130,OW 2.000 Lobel. spx%aa Pale Spiked Lobel, 900.000 0.12s
Solidago speciosa Showy Goldenrod 95,000 1.00 Rudbeck. hina Black-eyed Susan 92.000 4.000 Mentha arvensis Wild Mint 300,000 0.500 Lobel. card-fix Cardinal Flower 400.000 0.250
Sclmus -1... Great Bulrush 31,000 0.125 Monarda 6siubse Wild Bergamot 70,W0 2.000 Lobelia siphdrica Great Blue Lobelia 5W,ODO 0.5W
Y Solidago rigida Still Goldenrod 41,000 2.W Scirpus at.-- Dark-green Bulrush 460,W0 0250 Oenothera biennis Common Evening Primrose 90,000 4.OW Ludwigia anemilol. Seedbox 1,300.0000,125
Water Surface Sorghzstrum nutans Indian Grass PLS 12,000 4.00 S.Wgo graminifolia Grass-,xdGolden- 350,000 0.125 Panicum virgatum Switch G...PLS 14,000 1.000 Lylhmm alatum WingedLooseslrife 3.000,W00.125
Sporoholus cryptandrus Sand Dropseed 200,000 0,50 Soli ,ddellti Riddell'.Goldenrod 93,000 1.000 Poe paluetris Fowl Bieegaas PLS 130.000 3.000 Mimulus hngens Monkey Flower 2.3W,0000.125 PROJECT NO.
Will cover 10-20 of the pond edge.Area below sloped at 3:1(H:V). Depth of pond estimated at 8-10 sporobolus Asper Rough Dropseed 30,000 4-OD Sorg. node Safi d n Goenma 41,000 1.000 Pycmmt hevirginianum Mountain Mint 220.000 0250 So". at-x.na D.rk-green Bulrush 460,000 0,250
Sp- Pectins. Cord Gass PLS 6.6W 2.000 Rudbecks eutitomduouz Sweet 6bckeyed Susan 43,000 2.W0 Setrpu, v.lidus Great Bulrush 31,000 0,125 5174-12A
feet. No seeding in this area. Tradescanha bracteata Prairie SpidetwoR 30,000 1.00 Bporobolus hes"spif Northern Dropseed PLS 16,000 1,000 Rudbnka hint Bmwneyed Susan 34000 2.000 Soldago ngda Shift Goldenrod 41.000 1.000
Tradescamb. ohl.mis Ohio Spiderwort 8,000 2.00 Tradd-lie ohe'ss Ohio Spiderwoet 8,000 1000 Rudbelkia mule Backeyed Susan 92.DW 4000 SdiOago graminifd. Gress-leaved Goldenrod 350.000 0.125 SHEET
Verbena hastata Blue Vervain 93,000 1- verbena hastata &see Vervan 93,000 1.000 Spartina pectinate Cord Gass PLS 6.600 4.000 SOIKUW rddellii Riddell is Goldenrod 93.000 1.000
Verbena strict. Hoary Vervain 28,000 1
Additional General Requirements Vernon. f-dwisa Gammon lrorweatl 24,W0 1000 Spornbolus hereroleps Northern Dropseed PLS 16000 2.000 Tedescant W-is Ohio Spidenwort 8,000 1.066 C5.2
.00 Veron-mu,vi,ginx,, Culver',Root 8W,0W 0250 Verbena ts.ta Blue Vervain 93.000 3.000 Verorka fascicu.a Common lmnweed 24,000 1.000 7 L
No substitutions or deletions of seed varieties without permission of FOX Engineering. Line aurea Golden Alexanders 11,000 z.00 Z. aurea Gotten Alexandea 11,000 2,000 Vemn-rvigimwm Culver,Roo 800,000 0.5W Irma aurea Golden Alexandsm 11,000 2.000 5,2
Onsite observation during installation by Inger Lamb,Prairie Landscapes of Iowa is required.
NATIVE PRAIRIE
LANDSCAPING S. S' S' e"PCC
STEEL
EDGING u n
COLORED AND
O�[3 PATTERNED
CONCRETE ° g
SIDEWALK ° V
,I 4' 3' 3'MIN.
Lr MOWED MULCH MOWED
GRASS BED GRASS
NATIVE PRAIRIE FLOWER 6"PCC _
PLANTING BEDS(SEEDED)
0
TYPICAL SHRUB PLANTING DETAIL ENTRY SIDEWALK MEDIAN DETAIL
NOT TO SCALE NOT TO SCALE
a
O
8'
PAVEMENT THICKNESS DETAIL
NOT TO SCALE
Ol TREE TIE-FASTEN TO TREE TRUNK W/RUBBER
HOSE ABOUT SCAFFOLD BRANCHES
MULCH BED O2 WOOD STAKE OR WOOD DEADMEN(B-10"EXPOSED)
STAKE ON THREE SIDES SPACED 120 DEGREES APART
4' 15'
BLUEGRASS Nt-"
TREE TRUNK W/WRAP
MOWED STRIPINFREQUENTLY MOWED GRASS q 5"WATERING BASIN
—BORDER AROUND TREES
FERTILIZER TABLETS(3"DEEP)
15' B PLANTING BACKFILL
�THREE TIMES ROOTBALL DUMETER(MINIMUM)O 6"TOPSOILS m m
B ROOTBALL
MINIMUM o Tn 0
OFINISH GRADE 3 C m- xx
L� �L
8 �1 �rL E
15' PUNT PIT W/ROUGHENED SIDES m i L LL
EDGE OF
PAVEMENT B O COMPACTED FILL Z E Y Cl
B 11 3-4"SHREDDED BARK/HARDWOOD MULCH CO
C O
_.. _.... W U)
X-4I T NOTES: R V!
LL
B, 1.THE PLANTING HOLE SHOULD BE SHALLOW
AND WIDE TO ALLOW FOR RAPID GROWTH TOPSOIL PLACEMENT DETAIL .L
TYPICAL TREE PLANTING DETAIL AFTER PLANTING. ^`
PLAN VIEW NOT TO—E 2. DO NOT THIN CROWN.PRUNE DAMAGED OR NOT TO SCALE 4^'J
BROKEN BRANCHES AS NEEDED.
3.SET TREE 2-3 INCHES ABOVE FINISHED GRADE.
4.APPLY WATER TO HOLE WHILE BACKFILLING TO
ASSURE AIR POCKETS DO NOT FORM. 4/
a z
OU
� 5
u z
is gz
f O
a; z
8"PCC 0 p
wo >�
z t f 0 C,
3 m w
a v 5 4'MOWED TURF Q0�za 0
EDGE OF 8, 5'MOWED TURF SCARIFY AND 0 O a
PAVEMENT TEMPORARY SEEDING.
RECOMPACT 8" 0.1
FUTURE DEVELOPEMENT 8" PAVING m w w
m Y p
¢F n EDGE OF B, 2, NOT TO SCALE WO
w N PAVEMENT
2 �m 3
Y o x 1 NATIVE PRAIRIE _ _ /-6"PCC
to, LANDSCAPING 886.5
PROJECT N0,
TYPICAL TREE INSTALLATION DETAIL 5174-12A
(NORTH'SOUTH AND WEST LINES) SCARIFY AND SHEET
TYPICAL TREE INSTALLATION DETAIL RECOMPACT 8"
NOT TO—LE (EAST LINE) 6" PAVING C6.0
NOT TO—u NOT TO SCALE
NON TRAFFIC INSTALLATION
DRAIN BASIN INLINE DRAIN
r
J
KAN
L-4,I,
sw4m sw
p' hurt TyPrA.SECTION
TYPICAL SECT
Nrint
RCP AND VCP PIPE BEDOM
--------------
-----------------------
W-
-4-j� .1
T-- CLASS P 3 o
W S'o C?
REAFORCED CONCRETE ARCH PFE-BEDOM En3U
BAP u)E IT 11
0
LL-
• 2 =
cl
0
3B 6 -----------411 i e7F 3 f w(Av:I I i X
0
IQ 1 IF I tl
t a.......I
32 0
SUDAS
— RE 4030M L-
1 3 11 3
-Y-3-
412 4
112 -TT-a AII-I MCI-F-1- Q)
cz
c:
U..0)
.6
ALLOWABLE BURY OEPTX
—,:m- QAS$ PCF Ci ASS V PC,
I..-1 I —&I;: D- 7
--g- -7-------
A. -T 41• 5
<
gz
--o
L'I>
-::K:---"E--iE I-------
-12L-12- AY V
211
U)
4t
g
'o
Zn
6-X:
LU
�wm
owS
IXIPI STREW11. MKo
p"S!,
1-4 1
—.1
cl Al
4A 4'
3
O SECTION A-A PLAN
se k
11 16 w- t' _0 I I,
NNrEMAMI MM SW-102
PP 11
PROJEM NO.
5174-12A
SHEET
C6.1
Attachment III }
C (",.Lo
URBAN REVITIALIZATION POLICY
Southeast 161h Street
The City Council will consider establishing Urban Revitalization Areas and Plans for
properties that meet all of the following qualifying criteria:
1. The properties have frontage on Southeast 16th Street between South Duff
Avenue and South Dayton Avenue.
2. Fill or other flood proofing will be placed on the site up to an elevation of, at least,
887 feet (NGVD29), when an engineer registered in Iowa provides written
certification that raising the land would result in "no rise" to the Base Flood
Elevation (100 year flood level).
3. The cost incurred after making the request for tax abatement for the placement of
fill for flood proofing up to an elevation of 887 feet or above and/or channel
improvements (See Criterion 6), if applicable, is expected to be equal to or
greater than the value of the City's portion of the tax abatement.
4. A public sidewalk is to be constructed along the south side of the Southeast 16th
Street adjacent to the property.
5. The property will be used for uses permitted in the applicable zoning district
except for the following as further defined and described in the Ames Zoning
Ordinance:
a. Wholesale trade
b. Mini-storage warehouse facilities
c. Transportation, communications, and utility uses
d. Institutional uses
e. Adult entertainment businesses
f. Detention facilities
g. Agricultural or industrial equipment sales
h. Agricultural and farm related activities
(The City Council might want to consider other exceptions from the list of uses currently
permitted in the Highway-Oriented Commercial zoning district shown on Attachement C)
6. Owners of property abutting a river must perform channel improvements
(widening, straightening, clearing, etc.) and provide certification from an engineer
registered in Iowa that the improvements will mitigate flooding. These
improvements must be approved by the DNR, Army Corps of Engineers, and the
City of Ames.
Since satisfaction of criterion 3, 5, and 6 cannot be guaranteed at the time of approving
the tax abatement incentive, a developer agreement prior to the approval of the Urban
Revitalization Plan will be required to assure that the City will repaid an amount equal to
the tax abatement received for any criterion not met. In addition, the developer
agreement should also require that the conditions that allowed the determination of "no
rise" be maintained by the property owner.