ORD-41934a - Planning Recs with MapsMRC
City of Omaha Planning Department
Planning Board
Memo
To: Chairman and Members of the Planning Board
From: David K. Fanslau
Planning Director
Date: April 24, 2019
Subject: POPPLETON PARK REPLAT 3
Northeast of Saddle Creek Road and Davenport Street
Case #C10-18-134, #C12-18-135
The applicant has submitted for an updated Final Plat approval of Poppleton Park Replat 3 with
rezoning from R3-Single Family Residential District (Medium Density) and GC-General
Commercial District to R5-Urban Family Residential District and CC-Community Commercial
District.
At its January 9, 2019 meeting the Planning Board recommended approval of the Preliminary
and Final Plat, subject to conditions. This final plat approval will not be forwarded to the City
Council and is subsequently replaced by the current request.
Other related requests approved by the board at that meeting include a PUR-Planned Unit
Redevelopment Overlay District plan, a waiver to Section 53-8(4)(a) Lot depth, the MCC-Major
Commercial Corridor Overlay District and a vacation of the remaining portion of the east/west
alley not vacated as part of the plat.
This request for Final Plat contains approximately 1.58 acres and will consist of two lots for
commercial development and one lot for development as a 5-unit townhouse structure. This
final plat essentially combines the originally proposed five lot townhome units into one lot and
moves the west lot line for the residential structure (Lot 3) to the east to avoid the vehicular
access aisle.
The conditions of approval for the Preliminary Plat are as follows (with subsequent responses
for this review provided in italics):
1. Either verify that public sewer exists to serve Lots 3 through 7 or construct the sanitary
sewer public improvement. (The applicant has verified that public sewer exists to serve
Lot 3, which has combined the previously proposed Lots 3-7 into one lot.)
2. Provide for sidewalks adjacent to all street frontages in compliance with city code. (This
must be addressed as part of the final subdivision agreement.)
3. Comply with stormwater regulations and policies including no net increase in stormwater
runoff and treat the first ½” of stormwater for water quality. (This must be addressed as
part of the final subdivision agreement.)
POPPLETON PARK REPLAT 3
Case Number: C10-18-134, C12-18-135
Page 2
MRC
The following additional comments are provided upon review of the revised final plat request:
1. The alley right-of-way must be vacated separately from the plat. (A request for the alley
vacation adjacent to the project (C14-18-138) has been recommended for approval by
the Planning Board).
2. The applicant must show the access easement for Lot 3 on the plat.
3. For any vacated alley adjacent to 4404 Davenport Street which will remain under the
applicant’s ownership, grant an access easement to the benefit of 4404 Davenport
Street.
ANALYSIS: Conditionally, the submitted final plat and rezoning are consistent with the
approved preliminary plat, ordinances of Chapter 53, Subdivisions of the Omaha Municipal
Code and the Omaha Master Plan.
RECOMMENDATION: Approval of the rezoning from R3 and GC to R5 and CC.
Approval of the final plat, subject to addressing the following conditions, prior to forwarding this
request to the City Council:
1. Provide for an access easement for Lot 3 on the plat.
2. Grant an access easement to the benefit of 4404 Davenport Street for any vacated alley
adjacent to 4404 Davenport Street which will remain under the applicant’s ownership.
3. Submittal of an acceptable final subdivision agreement.
ATTACHMENTS:
Final Plat
MRC
City of Omaha
Planning Department
1819 Farnam Street
Suite 1100
Omaha, NE 68183
402-444-5150
Planning.CityofOmaha.org
I. GENERAL INFORMATION:
Purpose: To allow for the development of a seven lot site with two lots for commercial
development and five lots for a five-unit townhouse structure.
Existing Use(s): Commercial and single family
residential
Existing
Zoning:
R3 and GC
(R5 and CC-pending)
Adjacent Land Use(s): Adjacent Zoning
North: Commercial and single family
residential
North: GC and R3
South: Commercial South: CC
East: Multiple family residential and
single family residential
East: R8 and R3
West: Commercial West: CC-MCC
Future Land Use
Designation(s):
Office/commercial within the limits of a mixed use area and low density
residential
Zoning History: C3-04-179: Approval of the Destination Midtown Plan, Area bounded by
Cuming Street, Center Street 24th Street and Saddle Creek Road,
approved by City Council, August 17, 2004.
C3-10-092: Approval of a Blighted and Substandard Designation,
Midtown West-Pacific to Charles Street, 33rd to 52nd Street, Leavenworth
to Pacific Street and 52nd to 60th Street, approved by City Council on
August 10, 2010.
C3-18-133: Approval of an Amendment to the Future Land Use Element
of the City's Master Plan from Low density residential to
Office/commercial and to change the boundary of the mixed use area
located at 4401 and 4405 Wakeley Street; withdrawn by applicant.
C10-18-134, C12-18-135: Preliminary and Final Plat approval of
POPPLETON PARK REPLAT 3, a minor plat inside the city limits, with a
waiver of Section 53-8(4)(a) Lot depth, along with rezoning from R3-
Single Family Residential District (Medium Density) and GC-General
Commercial District to R5-Urban Family Residential District and CC-
Community Commercial District, along with approval of an MCC-Major
Commercial Corridor Overlay District, pending before Planning Board.
C3-18-136: Approval of the Surplus Declaration and Disposal of City
Property located between Wakeley Street and Davenport Street east of
Saddle Creek Road, approved with conditions by Planning Board
7/11/18.
C3-18-138: Vacation of the east/west alley west of 44th Street between
Wakeley and Davenport Streets, pending before Planning Board.
Date: January 2, 2019
Case Number: #C11-19-016
Applicant: Omnicorp Saddle Creek LLC
Request: Approval of a PUR-Planned Unit Redevelopment Overlay District
Location: Northeast of Saddle Creek Road and Davenport Street
Case Number: C11-19-016
Page: 2
MRC
Applicable
Regulations:
If approved, the site is subject to compliance with the R5 and CC District
regulations as revised by Sections 55-595 thru 55-600 – PUR-Planned
Unit Redevelopment Overlay District.
The Planning Department’s IRDG - Infill and Redevelopment Design
Guidelines provide supporting design guidelines intended to assess
PUR projects. This PUR was reviewed for compliance with these
guidelines. It is further intended to enable implementation of Master
Plan goals that promote redevelopment in older areas of the city with
complex and often constrained lot conditions by requiring compatible
frontage and orientation, parking, effects on the perimeter, design
quality, and supplemental conditions.
No building permits will be issued based on a site plan that does not comply with the
provisions of the Zoning Ordinance.
II. SPECIAL INFORMATION:
Site
Characteristics:
The overall site consists of 1.588 acres of land located between
Davenport and Wakeley Streets from Saddle Creek Road to 44th Street.
The property is the site of the former Indian Creek Nursery along with a
number of single family residences. The land generally slopes down from
east to west, toward Saddle Creek Road. All existing site improvements
are proposed to be demolished.
Development
Proposal:
The applicant proposes to redevelop the property as a two-phased, seven
lot development with a total of 1.28 acres of commercial land consisting of
two lots adjacent to Saddle Creek Road and a 5-unit townhouse
residential structure facing 44th Street with each unit on its own lot.
The site plan proposes Phase 1 as two commercial buildings with total of
6,905 square foot of floor area along with 53 off-street parking stalls.
Phase 2 is proposed as the 5-unit townhouse structure. Each residential
unit will have a 2-stall garage with access from the west side of the
structure via a shared access with the commercial portion of the project.
This PUR is accompanied by a request for Preliminary and Final Plat of
Poppleton Park Replat 3, along with a rezoning from R3 and GC to R5
and CC (#C10-18-134, #C12-18-135) and the MCC Overlay District. The
applicant has also requested vacation of the east/west alley right-of-way
that bisects the site (#C3-18-138). Previously the Planning Board
recommended approval of the Surplus declaration and disposal of City
Property on the east side of Saddle Creek Road between Davenport and
Wakeley Streets (#C3-18-136).
Public
Improvements:
Traffic and Circulation: The applicant must move the Davenport Street
access to a compliant location further east to address traffic concerns.
The proposed drive-thru stacking on Lots 1 and 2 do not appear to meet
the City’s Guidelines and Regulations for Driveway Location, Design and
Case Number: C11-19-016
Page: 3
MRC
Construction requirements. The PUR plan either must be revised to meet
the minimum stacking requirements or the drive-thru(s) must be removed.
Grading and
Drainage:
The applicant will be required to comply with all applicable stormwater
management ordinances and policies, including providing for a no net
increase in stormwater runoff and must treat the first ½” of stormwater for
water quality.
Land Use and
Planning:
This development is not permitted outright in the R5 and CC Districts
without multiple Zoning Board of Appeals waivers, but may be allowed
under the PUR Overlay District regulations and Infill and Redevelopment
Design Guidelines (IRDG).
Based on the limitations on the site, the applicant has submitted a PUR-
Planned Unit Redevelopment Overlay District plan with waivers for the
following:
• From four units to five units in one townhouse structure
• Site area per unit (residential) from 3,000 square feet to 2,050
square feet
• Front yard setback from 25’ to 0’ (residential along 44th Street).
• Street side yard setback from 15’ to 2’9” (residential along Wakeley
Street)
• Interior side yard setback from 10’ to 0’ (residential along south
property line)
• Impervious coverage (Lot 2) from 85% to 90.7%
• Impervious coverage (Lots 3-7) from 55% to 91%
• Perimeter parking lot landscaping from 10’ to 5’6” with a screen
wall and 4’6” with a screen wall (along Davenport and Wakeley
Streets)
• Bufferyard between CC and R3 from 30’ with screening to 5’6” with
screening and 0’ (north property line and east property line) and
between CC and R5 from 30’ with screening to 0’ (shared drive)
The requested waivers as part of the PUR are consistent with the IRDG
and enable implementation of Master Plan goals that promote
redevelopment in older areas of the city with complex and constrained lot
conditions, therefore are acceptable.
The buildings on Lots 1 and 2 do not comply with the applicable building
material requirements in Section 55-925(d)(1). The buildings are
classified as general buildings per Section 55-935(c). Split-faced CMU
block (Lot 1) and EIFS (Lot 2) are not acceptable primary materials for
general buildings per the table in Section 55-935(1). It is recommended
for both buildings that brick be used as the primary building material.
The proposed townhouse building on Lots 3-7 does not comply with
applicable building material requirements per Section 55-925(d)(1). The
building is classified as a residential building and vinyl siding is not an
acceptable primary material per table 55-935(1). While veneer stone is
classified as an acceptable primary building material it is not suitable to
the surrounding context. It is recommended that brick be used as the
primary building material. Also the building design and use of wall
Case Number: C11-19-016
Page: 4
MRC
materials should provide continuity on all four sides per Section 55-
935(d)(2).
The townhouse elevation plans are not to scale. The townhouse structure
must comply with the maximum building height of 35’ as calculated by
Section 55-21. Updated townhouse elevations must be submitted
documenting compliance.
All trees required by the Urban Design article in Chapter 55 must be
overstory trees or 40’ x 40’ at maturity.
Compliant design and materials for the screenwall must be included with
the PUR plans.
The PUR plan proposes a total of 53 off-street parking stalls for the
commercial portion of the development. Required off-street parking is
calculated based on Section 55-734, which can vary dependent on the
use and its respective square footage/seating capacity. The PUR site
plan proposes “retail” use, which requires 1 parking stall per 250 gross
square. Based on the total of 6,905 square foot floor area proposed the
provided off-street parking would be acceptable. The PUR plan though
shows drive-thru’s for at least two of the three commercial spaces.
Parking for a Restaurant (drive-thru) use type is the greater of 1 stall per
40 gross square foot of customer service/dining area OR 1 stall per 150
gross square foot of building area. Compliance with Section 55-734 will
be required prior to issuance of permits for any and all future tenant
finishes.
Each residential unit will have two garage stalls, which is acceptable.
The drive-thru stacking has the potential of blocking the accessible path of
travel into the building from the required handicapped parking spaces.
The location of handicapped accessible parking will be required to comply
with Section 55-740 and all ADA requirements.
Other: The submitted site plans show structures with setbacks less than 5 feet
from property lines in some areas. It is strongly encouraged that the
applicant consult with Permits and Inspections staff regarding compliance
with building code regulations.
III. ANALYSIS:
Conditionally, the PUR plan complies with the applicable Infill and Redevelopment Design
Guidelines and is consistent with the City’s Master Plan.
IV. RECOMMENDATIONS:
Approval of the Planned Unit Redevelopment Overlay District, subject to submittal of the
following prior to forwarding this request to the City Council for final action:
1. Revised site and landscape plans that comply with the City’s Guidelines and
Regulations for Driveway Location, Design and Construction; specifically for the
proposed drive-thru stacking. If compliance cannot be achieved the noncompliant drive-
thru will need to be eliminated.
Case Number: C11-19-016
Page: 5
MRC
2. Revised building elevation plans and screenwall design/materials in compliance with
city code.
V. ATTACHMENTS:
885 Review
Site Plan
Landscaping Plan
Building Elevations
Case Number: C11-19-016
Page: 6
MRC
55-885 Project Review
Date: January 2, 2019
Case Number: C11-19-016
Project Name: Poppleton Park
Location: NE of Saddle Creek Road and Davenport Street
Zoning: CC-Community Commercial District and R5-Urban Family Residential District (pending)
PUR Mixed Use
Conditional Use Special Use Reviewed by: MRC
CRITERIA GUIDELINES COMMENTS:
1. Land Use Compatibility:
a. Development
Density
Site area per unit, Floor Area Ratio,
and/or Intensity Rating should be
similar to surrounding uses if not
separated by major manmade or
natural features.
Site area / unit waiver required for the 5-unit
townhouse
2. Height and Scale:
a. Height and
Bulk
Development should minimize
differences in height and building size
from surrounding structures.
Substantial differences must be
justified by urban design
considerations.
Acceptable
b. Setbacks Development should respect pre-
existing setback lines in surrounding
areas. Variations must be justified by
significant site features or operating
characteristics.
The PUR waivers related to setbacks are
acceptable in compliance with the infill and
redevelopment guidelines.
c. Building
Coverage
When possible, building coverage
should be similar to that displayed in
surrounding areas. Higher coverage
should be mitigated by landscaping
or other site amenities.
Acceptable
3. Site Development:
a. Frontage Generally, a project’s frontage along
a street or private way should be
similar to its lot width.
Acceptable
b. Parking/
Internal
Circulation
1. Parking and circulation should
serve all structures with minimal
vehicular and pedestrian conflicts.
2. All structures must be readily
accessible to public safety vehicles.
3. Development must have access to
adjacent public streets or private
ways. Internal circulation should
distribute traffic to minimize
congestion at access points.
Acceptable
c. Landscaping Landscaped areas should be
planned as an integral part of the
development, providing street
landscaping and buffering, and
dividing otherwise unbroken paved
areas. Parts of a site with steep
slopes, wooded areas, and natural
drainage ways should be preserved.
Acceptable - Perimeter parking lot
landscaping and bufferyard waivers
required.
Case Number: C11-19-016
Page: 7
MRC
4. Building Design:
Architectural design and building
materials should be compatible with
surrounding areas if located adjacent
to landmark districts or in highly
visible locations.
Acceptable per submittal of acceptable
revised elevations and building design
materials.
5. Operating Characteristics:
a. Traffic
Capacity
Projects should not materially reduce
the exiting level of service on
adjacent streets. Projects will be
required to make street
improvements and/or dedicated
right-of-way to mitigate negative
effects.
Acceptable
b. External
Traffic Effects
Project design should direct non-
residential traffic away from
residential areas.
Acceptable
c. External
Effects
Projects with long operating hours
must minimize effects on surrounding
residential areas.
Acceptable
d. Outside
Storage
If permitted, outside storage areas
must be screened from adjacent
streets and less intensive zoning
districts and uses.
No outdoor storage is allowed
6. Public Facilities
a. Sewage
Disposal
Development within 500 feet of a
public sanitary sewer must connect to
the public sewer system. If permitted,
individual systems must not adversely
affect public health, safety, or welfare.
Acceptable
b. Sanitary
Sewer
Capacity
Sanitary sewer must have adequate
capacity to serve development.
Acceptable
c. Storm Water
Management
1. Development design should handle
storm water without overloading or
substantially diminishing capacity of
public storm sewer system.
2. Development should not inhibit
development of other properties.
3. Development should not increase
probability of erosion, flooding,
landslides, or other endangerment to
surrounding properties.
Compliance with all stormwater ordinances
and policies is required. Specifically,
provision of no net increase in stormwater
runoff and treatment of the first ½ inch of
stormwater for water quality.
d. Utilities Project must provide evidence of utility
service to the site.
Public utility services are available
7. Comprehensive Plan
Projects should be consistent with
the comprehensive plan of the City of
Omaha and should minimize adverse
economic effects on surrounding
properties.
Acceptable
0.687 AC10.594 AC25764313351028 PARKING STALLSRetail2,280 SFRetail2,270 SF44
Retail2,200 SF
Retail2,900 SFRetail2,355 SF1525 PARKING STALLSSADDLE CREEK ROAD
44TH STREETDAVENPORT STREETWAKELEY STREET313351028 PARKING STALLS4
Retail2,200 SF
Retail2,900 SF 15SADDLE CREEK ROAD
44TH STREETDAVENPORT STREETWAKELEY STREET3K:\Projects\2018\112\p01\Planning & Platting\Planning\PUR\PUR-000.dwg12/10/2018 9:30 AMMatthew Tiarks
Date Description E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
10909 Mill Valley Road, Suite 100 · Omaha, NE 68154
Phone: 402.895.4700 · Fax: 402.895.3599
www.eacg.com
Revisions
No
Date Description
of
Drawn By:
Designed By:
Date:
Proj No:
Sheet:
Scale:
P2018.112.001
12/10/2018
KJH
MAT
AS SHOWN
62
POPPLETON PARK REPLAT 3
LOTS 1 & 2 INCLUSIVE
OMAHA, NEBRASKA
PLANNED UNIT REDEVELOPMENT
SITE PLAN PROJECTSITEVICINITY MAPCHICAGO ST.DAVENPORT ST.N 46TH ST.CASS ST.CHICAGOST.DAVENPORTST.DODGE ST.N 44TH ST.
N 41ST ST.
N 41ST ST.MONUMENT SIGN15.00SETBACK24.0024.0018.009.00TYP.24.00'18.0018.00SCREEN WALL01 inch = ft.303030SITE ANALYSIS TABLE29,941 SFLOT 1SITE SIZEBUILDING COVERAGEPAVING COVERAGETOTAL IMPERVIOUS COVERAGEPROVIDED PARKING4,553 SF 15.2%19,568 SF 65.3%24,121 SF 80.6%28 STALLS25,857 SFLOT 2SITE SIZEBUILDING COVERAGEPAVING COVERAGETOTAL IMPERVIOUS COVERAGEPROVIDED PARKING2,355 SF 9.1%21,109 SF 81.6%23,464 SF 90.7%25 STALLS2,005 SFLOT 3SITE SIZEBUILDING COVERAGEPAVING COVERAGETOTAL IMPERVIOUS COVERAGE1,000 SF 49.9%843 SF 42.0%1,843 SF 91.9%2,000 SFLOT 4SITE SIZEBUILDING COVERAGEPAVING COVERAGETOTAL IMPERVIOUS COVERAGE1,000 SF 50.0%855 SF 42.7%1,855 SF 92.7%2,000 SFLOT 5SITE SIZEBUILDING COVERAGEPAVING COVERAGETOTAL IMPERVIOUS COVERAGE1,000 SF 50.0%855 SF 42.7%1,855 SF 92.7%2,000 SFLOT 6SITE SIZEBUILDING COVERAGEPAVING COVERAGETOTAL IMPERVIOUS COVERAGE1,000 SF 50.0%1,855 SF 42.7%1,855 SF 92.7%2,249 SFLOT 7SITE SIZEBUILDING COVERAGEPAVING COVERAGETOTAL IMPERVIOUS COVERAGE1,000 SF 44.5%888 SF 39.5%1,888 SF 83.9%MONUMENT SIGNSCREEN WALL6.5'5'
SADDLE CREEK ROAD
44TH STREETDAVENPORT STREETWAKELEY STREETSADDLE CREEK ROAD
44TH STREETDAVENPORT STREETWAKELEY STREETK:\Projects\2018\112\p01\Planning & Platting\Planning\PUR\PUR-000.dwg12/10/2018 9:30 AMMatthew Tiarks
Date Description E & A CONSULTING GROUP, INC.
Engineering · Planning · Environmental & Field Services
10909 Mill Valley Road, Suite 100 · Omaha, NE 68154
Phone: 402.895.4700 · Fax: 402.895.3599
www.eacg.com
Revisions
No
Date Description
of
Drawn By:
Designed By:
Date:
Proj No:
Sheet:
Scale:
P2018.112.001
12/10/2018
KJH
MAT
AS SHOWN
64
PLANNED UNIT REDEVELOPMENT
LANDSCAPE PLAN know what's below.ne1call.comCall before you dig.Dial: 811LANDSCAPE NOTES:1.Locate and verify the location of all underground utilities prior to the start of any construction. Careshould be taken not to disturb any existing utilities during construction. Any damage to utilities or otherimprovements caused by the Contractor will be repaired at no cost to the Owner.2.All plant material shall be of good quality and sizes shall meet required size specifications.3.All plants are to be watered in immediately after planting and then watered once a week for a period oftwo months from time of planting.4.All plant material shall be guaranteed to be in a live and healthy growing condition for two full growingseasons (trees) and one full growing season (perennials & shrubs) after final project acceptance orshall be replaced free of charge with the same grade and species including labor.5.Verify all dimensions and conditions prior to starting construction. The location of plant material iscritical and shall be installed as indicated on plans. Field adjustments may be necessary based on fieldconditions (i.e., root ball and drop inlet conflict). All adjustments must be approved by the landscapearchitect.6.The Landscape Contractor shall remove all construction debris and materials injurious to plant growthfrom planting pits and beds prior to backfilling with planting mix. All planting areas shall be free ofweeds and debris prior to any work.7.Provide locally available shredded hardwood mulch on all trees and in all planting beds to a 3-4 inchminimum depth unless otherwise noted. Mulch ring to extend 1'-0" minimum beyond planting pit.Minor site grading to be included if needed.8.All trees are to be staked for a period of not less than one year from time of planting.9.Contractor to coordinate work with other amenities contractors.SODDING NOTES:1.The contractor shall notify the architect at least forty-eight hours in advance of the time he intends to begin sodding and shall not proceed with such work until permissionto do so have been granted. No frozen sod shall be placed. No sodding shall be done on frozen earth.2.Care shall be exercised at all times to retain the native soil on the roots of the sod during the process of transplanting. Dumping from vehicles will not be permitted. Thesod shall be planted within eighteen (18) hours from the time it is harvested unless it is tightly rolled or stored roots-to-roots in a satisfactory manner. All sod in stacksshall be kept moist and shall be protected from exposure to the sun and from freezing. No storage longer than three (3) days will be permitted. Sod which becomesdried out or does not meet the specifications will be rejected.3.There shall be a minimum of six inches, after tamping, of topsoil under all sod. Excavations or trenching shall be made to a sufficient depth below the finished grade ofthe sod to accommodate the depth of topsoil as specified and the thickness of sod as specified. Fertilizer shall be applied at a rate to provide 100 pounds of nitrogen peracre unless fertilizer has been applied under another item in this contract to the topsoil in the sod bed. Fertilizer applied under this item shall be incorporated with thetopsoil to a depth of at least two inches before the sod is laid, unless otherwise specified or approved. Incorporation shall be accomplished by disking, harrowing,drilling, raking or other approved means.4.The soil on which the sod is laid shall be reasonably moist and shall be watered, if so directed. The sod shall be laid smoothly, edge to edge, and all openings shall beplugged with sod. Immediately after the sod is laid, it shall be pressed firmly into contact with the sod bed by tamping, rolling, or by other approved methods so as toeliminate all air pockets, provide true and even surfaces, insure knitting and protect all exposed sod edges but without displacement of the sod or deformation of thesurface of the sodded areas and watered at the rate of five gallons per square yard of sodded area unless otherwise directed.5.The contractor shall take care of the sodded areas until all work on the entire contract has been completed, and sod has been mowed twice and then accepted. Suchcare shall consist of providing protection against traffic by approved warning signs or barricades and the mowing of grass to the height of two inches when the growthattains a maximum height of four inches.6.Sod shall also be watered. When the sod is watered, sufficient water shall be applied to wet the sod at least two inches deep in the sod bed. Watering shall be done ina manner which will not cause erosion or other damage to the finished surfaces. Any surfaces which become gullied or otherwise damaged shall be repaired toreestablish the grade and conditions of the soil prior to sodding and shall then be re-fertilized and re-sodded as specified under this item.7.In drainage-ways or slopes, the sod shall be laid with their longest dimensions parallel to the contours. Such sodding shall begin at the base of slopes or grades and thesodding progress in continuous parallel rows working upward. Vertical joints between such sodding shall be staggered. All sod shall be laid to the grades specified andthe grades formed with special care at the junction of drainage-ways.8.Sod shall be held in place by stakes in all drainage-ways, on all slopes steeper than 4:1 and elsewhere where specified or as directed. Pegging shall be doneimmediately after tamping. At least one stake shall be driven through each sod to be staked, and the stakes shall not be more than two feet apart. Stakes shall havetheir flat sides against the slope and be driven flush. Stakes for pegging sod shall be of wood, approximately one inch by two inches and of sufficient length to penetratethe sod, the topsoil and to a minimum depth of two inches of subsoil.9.The contractor shall keep all sodded areas thoroughly watered for a period of thirty (30) calendar days after the initial laying and as often as required thereafter until sodhas been fully established (two mowings) and accepted by the engineer and owner. Contractor to use temporary irrigation for the watering of the sod. Contractor tosupply all necessary hoses, fittings and sprinklers for all watering needs.10.All sod must be fully established (two mowings) and growing at the time of inspection and acceptance.IRRIGATION NOTES:1.Irrigation bid to include meter pit and city utility fees.2.Irrigate all sodded areas.3.Irrigation controller to be mounted in a steel utility box with hasp for pad lock.4.Irrigation system to be guaranteed for 1 year. Written guarantee to be supplied prior to finalpayment.5.Irrigation contractor responsible to winterize system one time.6.Irrigation contractor to furnish as built drawing of the system and catalogue cuts of the installedequipment prior to final payment.7.Irrigation contractor to provide owner and engineer an irrigation plan shop drawing and equipmentcatalog cuts for approval prior to installation.8.Contractor to coordinate work with other amenities contractors.ARTICLE XIII: LANDSCAPING & SCREENING REGULATIONS55-715 (a)(3) A minimum of one tree must be planted and maintained for each 500 SF of landscaped R-O-Wcredited toward satisfaction of the street yard landscape requirement. Required = 18 trees Provided = 18 trees55-715 (d) Street Yard Landscaping: See Table - Zoned CC-PUD-MCC Overlay (10' Minimum depth) 20% minimum - Required = 9,140 SF Provided = 10,070 SF55-740 (f) Each unenclosed parking facility shall provide interior landscaping equal to no less than seven percentof the total paved area of the parking facility. Required = 2,756 SF (7% of 39,372 SF) Provided = 3,061 SF55-928 (c)(2) Alternative 2 (islands/peninsulas). As an alternative, the required landscaped areas may be provided through theuse of interior islands or peninsulas distributed approximately evenly throughout the interior of the parking area and includingone tree for every 350 square feet of landscaped area. Required = 8 trees (2,756 / 350 = 7.87) Provided = 8 treesPLANT SCHEDULEBOTANICAL NAMEQTYSYMCOMMON NAMETYPESIZEA6Gleditsia triacanthosHoneylocust2"B&BB4Quercus rubrumNorthern Red Oak2"B&BD6Ulmus (carpinifolia x parvifolia) 'Frontier'Frontier Hybrid Elm2"B&BC9Acer freemanii 'Jeffersred'Autumn Blaze Maple2"B&BNOTES:- Areas to be installed with sod & irrigation.F15Viburnum trilobum 'Bailey Compact'American Cranberry Bush3 Gal.Cont.G32Juniperus cheninsis 'Sea Green'Sea Green Juniper3 Gal.Cont.E2Picea pungens 'Glauca'Colorado Blue Spruce8'-9'B&B01 inch = ft.303030Do not heavily prune the tree at planting. Prune onlycrossover limbs, co-dominant leaders, and broken ordead branches. Some interior twigs and lateral branchesmay be pruned; however, do not remove the terminalbuds of branches that extend to the edge of the crownTREE PLANTING DETAIL - B & B TREENOT TO SCALE8"Each tree must be planted such that the trunk flare isvisible at the top of the root ball. trees where the trunkflare is not visible shall be rejected.Do not cover the top of the root ball with soil(4 in.) high Earth Saucer beyond edge of root ballMulch Ring (6 ft.) dia. min.(8ft.) Dia. PreferredRemove all twine, rope and wire, and burlapfrom top half of root ballRemove all twine, rope and wire, andburlap from top half of root ballPlace root ball on unexcavated or tamped soilto support root ball and reduce settlingTamp soil around root ball base firmly with foot pressureto eliminate air pockets and settlementDig hole 2' wider indiameter than root ballWater thoroughly to eliminateair pockets, settling and to soakroot ball and surrounding soilMinimum 4 inches of shredded wood mulch.Do not place mulch in contact with tree trunk.Maintain the mulch weed-free for a minimumof two years after plantingTop of root ball shall be slightly higherthan the surrounding finish gradeStake and wrap all trees forstabilization and protectionSHRUB & PERENNIAL PLANTING DETAILNOT TO SCALEMinimum 4 inches of shredded wood mulch.Maintain the mulch to be weed freefor a minimum of 2 yearsRemove container fromroot ballWater thoroughly to eliminateair pockets, settling and to soakroot ball and surrounding soilSoil Mixture:4 parts by volume of topsoil mixed withone part decomposed organic materials,firm soil around root ballTop of root ball shall be slightlyhigher than the surroundingfinish gradePOPPLETON PARK REPLAT 3
LOTS 1 & 2 INCLUSIVE
OMAHA, NEBRASKA 6-A1-C9-G8-F7-F9-G7-G1-D1-D4-C1-D1-E1-E3-C1-DProposedBuildingProposedBuilding1-D1-B7-G1-C3-B1-DH21Taxus x media 'Hicksii'Hicks Yew3 Gal.Cont.21-H
T.O. PARAPET
119' - 6"
B.O. EXT. SOFFIT FRAMING
111' - 0"
TRUSS BEARING
111' - 10"
PREFINISHED METAL
COPING TO MATCH
WHITE EIFS
EIFS SYSTEM, COLOR
MATCH TO PPG
'DELICATE WHITE'
EIFS SYSTEM, COLOR
MATCH TO PPG
'KNIGHTS ARMOR'
COWS TONGUE
OVERFLOW NOZZLE
HOLLOW METAL SERVICE
DOOR. PAINT DOOR AND
DOOR FRAME TO MATCH
EIFS (KNIGHTS ARMOR)
DOOR BELL
EXTERIOR ROOF
LADDER WITH LOCKING
GATE PAINTED
'KNIGHTS ARMOR'
PREFINISHED METAL COPING
TO MATCH 'KNIGHTS ARMOR'
EIFS
PAINT ANY ALLOWABLE
UTILITY BOXES AND LINES
"KNIGHTS ARMOR" TO
MATCH EIFS
FROSTED GLAZING
OVERHANG
2"
MBCI METAL PANELS;
COLOR: RUSTIC RED
PREFINISHED METAL COPING
TO MATCH METAL PANELS
LIGHT FIXTURE, RE:
ELECTRICAL DRAWINGS
EQ.EQ.
CO2 REMOTE FILLER,
VERIFY LOCATION
WITH CHIPOTLE C.M.
FAST LANE CAMERA, RE: E110,
VERIFY FINAL LOCATIONS WITH
CHIPOTLE BEFORE INSTALLING
J-BOX
FINISHED FLOOR
100' - 0"
T.O. PARAPET
119' - 6"
B.O. CANOPY
110' - 0"
B.O. EXT. SOFFIT FRAMING
111' - 0"
TRUSS BEARING
111' - 10"
EIFS SYSTEM, COLOR
MATCH TO PPG 'DELICATE
WHITE'
COWS TONGUE
OVERFLOW NOZZLE
CHARCOAL ALUMINUM
STOREFRONT ENTRY
DOORS, WOOD HANDLE
BY TENANT MILLWORK
SUPPLIER
PREFINISHED BRAKE
METAL FINISH TO
MATCH STOREFRONT
EIFS CONTROL
JOINT
BREAK METAL SEAM
LOCATION, TYP.
PREFINISHED METAL
COPING TO MATCH
WHITE EIFS
PREFINISHED METAL COPING
TO MATCH METAL PANELS
MBCI METAL PANELS
BEYOND; COLOR: RUSTIC
RED
PRE FINISHED
CHARCOAL (TO
MATCH STOREFRONT)
API CANOPY
T.O. TOWER PARAPET
120' - 0"
NEW EXTERIOR
SIGNAGE UNDER
SEPARATE PERMIT
FINISHED FLOOR
100' - 0"
T.O. PARAPET
119' - 6"
B.O. CANOPY
110' - 0"
B.O. EXT. SOFFIT FRAMING
111' - 0"
TRUSS BEARING
111' - 10"
CHARCOAL ALUMINUM
STOREFRONT SYSTEM
PREFINISHED BRAKE
METAL FINISH TO
MATCH STOREFRONT
CHARCOAL ALUMINUM
STOREFRONT SYSTEM
PREFINISHED BRAKE METAL
FINISH TO MATCH STOREFRONT
PREFINISHED METAL
COPING TO MATCH
WHITE EIFS
EIFS SYSTEM, COLOR
MATCH TO PPG
'DELICATE WHITE'
EIFS SYSTEM, COLOR
MATCH TO PPG 'KNIGHTS
ARMOR'
CONCRETE CURB, REFER
TO STRUCTURAL
DRAWINGS
EIFS CONTROL
JOINT
EIFS CONTROL JOINT
BREAK METAL SEAM
LOCATION, TYP.
PRE FINISHED CHARCOAL
(TO MATCH STOREFRONT)
API CANOPY
NEW EXTERIOR
SIGNAGE UNDER
SEPARATE PERMIT
FINISHED FLOOR
100' - 0"
FINISHED FLOOR
100' - 0"
T.O. PARAPET
119' - 6"
T.O. PARAPET
119' - 6"
B.O. CANOPY
110' - 0"
B.O. EXT. SOFFIT FRAMING
111' - 0"
B.O. EXT. SOFFIT FRAMING
111' - 0"
TRUSS BEARING
111' - 10"
TRUSS BEARING
111' - 10"
PREFINISHED METAL COPING
TO MATCH WHITE EIFS
EIFS SYSTEM, COLOR
MATCH TO PPG
'DELICATE WHITE'
EIFS SYSTEM, COLOR MATCH
TO PPG 'KNIGHTS ARMOR'
COWS TONGUE OVERFLOW
NOZZLE, REFER TO PLUMBING
DRAWINGS
CONCRETE CURB, REFER TO
STRUCTURAL DRAWINGS
CHARCOAL ALUMINUM
STOREFRONT DOOR
CHARCOAL ALUMINUM
STOREFRONT SYSTEM
PREFINISHED BRAKE METAL
FINISH TO MATCH
STOREFRONT
WALL HOSE BIB
COWS TONGUE OVERFLOW
NOZZLE; CENTER HORIZONTALLY
ON METAL PANEL
CHARCOAL KAWNEER SLATS
EIFS CONTROL JOINT BREAK METAL SEAM
LOCATION, TYP.
PRE FINISHED CHARCOAL (TO MATCH
STOREFRONT) API CANOPY, TYP. OF TWO
(2), FIELD VERIFY DIMENSIONS WITH
INSTALLED STEEL DIMSNSIONS
MBCI METAL PANELS; COLOR: RUSTIC RED
READY ACCESS 600 SERIES 47 1/2" x
43 1/2"; FULLY AUTOMATIC ELECTRIC
W/ IMPACT RESISTANT GLAZING
T.O. TOWER PARAPET
120' - 0"
PREFINISHED METAL COPING
TO MATCH WHITE EIFS
EIFS SYSTEM BEHIND SLATS, COLOR
MATCH TO PPG 'AUTUMN RIDGE'
NEW EXTERIOR
SIGNAGE UNDER
SEPARATE PERMIT
PREFINISHED METAL
COPING TO METAL PANELS
EQ.EQ.
ULTRASONIC VEHICLE DETECTOR, RE: E110, VERIFY FINAL
LOCATIONS WITH CHIPOTLE BEFORE INSTALLING J-BOX
8826 Santa Fe Drive Suite 304
Overland Park, KS 66212
913-341-2466
CHIPOTLE MEXICAN GRILL, INC.
1401 WYNKOOP STREET, SUITE 500
DENVER, COLORADO 80202
TELEPHONE: (303) 595-4000
FAX: (303) 595-4014
INTERNET: WWW.CHIPOTLE.COM
COPYRIGHT 2018
THIS DRAWING IS AN INSTRUMENT OF SERVICE
AND AS SUCH REMAINS THE PROPERTY OF
CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR
USE OF THIS DOCUMENT IS LIMITED AND CAN BE
EXTENDED ONLY BY WRITTEN AGREEMENT WITH
CHIPOTLE MEXICAN GRILL, INC..
Project No.
Revisions:
Issue Record:SEC Saddle Creek Rd. & Wakeley St.Omaha, NE 6813101474
EXTERIOR
ELEVATIONS
A301Store No. 341612/07/18 PLANNING SUBMITTALOmaha -MidtownGENERAL NOTES
1. REFER TO EXTERIOR ELEVATIONS THIS SHEET FOR EXTERIOR SIGNAGE
LOCATIONS, SIZES & DESCRIPTIONS.
2. EXTERIOR SIGNAGE PROVIDED BY TSV AND INSTALLED BY TSV. GC TO
MAKE FINAL CONNECTION.
3. METAL CANOPY ARE AVAILABLE FROM AMERICAN PRODUCTS, INC.
(API), PHONE: (813) 925-0144, E-MAIL: BIDS@AMERICANPROD.COM
1/4" = 1'-0"A301
EXTERIOR ELEVATION - BACK2
1/4" = 1'-0"A301
EXTERIOR ELEVATION - FRONT3
1/4" = 1'-0"A301
EXTERIOR ELEVATION - SIDE4
1/4" = 1'-0"A301
EXTERIOR ELEVATION - DRIVE THRU SIDE1
SUBJECT AREA IS SHADED - JANUARY 2019
R3
R3
R3
R3
GC
R7
R8
R3
GC
GC
R7
R3
GC-ACI-2(50)GCGI-ACI-2(50)GI-ACI-2(50)
GI-ACI-2(50)
R7
R3
LI R3
R7
R7-ACI-2(50)
CC
R7-PK-ACI-2(50)
R8-PUR
CC-MCC
R3
R3
GC-ACI-2(50)
Davenport StN 44th StNSaddl
eCreekRdWakeley St
Chicago St
N 43rd AveCapitol Ave
±0 500
Feet
27CASE:C11-19-016APPLICANT:Omnicorp Saddle Creek LLCREQUEST:Approval of a PUR-Planned Unit Redevelopment Overlay DistrictLOCATION:Northeast of Saddle Creek Road and Davenport Street