HomeMy WebLinkAbout2018-04-26 Planning & Zoning Commission Packet
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MINUTES
REGULAR MEETING
PLANNING AND ZONING COMMISSION
RIVERSIDE, MISSOURI
Thursday, January 25, 2017
6:30 p.m.
The Planning and Zoning Commission for the City of Riverside, Missouri, met in regular session at
Riverside City Hall, 2950 NW Vivion Road, Riverside, Missouri.
The meeting was called to order at 6:30 p.m. Answering roll call were Ray Uhl, Harold Snoderley,
Stephen King, Al Bowman, Mike Soler and Mike Lombardo. City Planner Sarah Wagner, Fire Marshall
Keith Payne, and Community Development Assistant Rhonda Smith. Members absent were Steven
Kaspar, Nathan Cretsinger, Jim Frakes, and Mayor Kathy Rose.
Approval of Minutes of
October 12, 2017.
Commissioner Snoderley moved to approve the minutes of October 12,
2018, seconded by Commissioner Uhl. Motion passed 5-0 with
Commissioner Bowman abstaining.
Public Hearing – Chapter
400 Unified Development
Ordinance Amendment
Chair Stephen King opened the public hearing at 6:31 pm.
City Planner Sarah Wagner gave a brief report noting that AT&T had
approached the city to place small cell towers within city limits. The
City Attorney Paul Campo has made changes to the Unified
Development Ordinance so the City can control the aesthetics and
locations of the small cell towers.
Commission Soler wanted to know if cell service functionality would be
better. Wagner noted that the small cell towers would be placed within
the city to improve service.
Commissioner Uhl wanted to know the height of the towers. Wagner
noted that they could be up to 30 feet tall but the expectation is that they
will be placed on existing structure such as light poles.
Chair Stephen King closed the public hearing at 6:43 pm.
Commissioner Snoderley made a motion to approve changes to Chapter
14 of the Unified Development Ordinance and refer the changes to the
Board of Aldermen; seconded by Commissioner Lombardo.
Motion passed 6-0.
Ajourn
Commissioner Uhl moved to adjourn at 6:47 p.m.
Commissioner Snoderley seconded and the meeting was adjourned 6-0.
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____________________
Rhonda Smith
Community Development
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Riverside Logistics Martinrea
Adient (JCI)
Premium Waters
Yenfeng
4055 NWMattox RoadHorizonsSpec VII
4120 NW Mattox RoadHorizons Spec IX
.
Planning CommissionCases PC18-02 & PC18-03Final Development Plan Horizons Spec VIII & IX
Page 1 of 2
City of Riverside
Staff Analysis Report
Case Number PC18-02, Final Development Plan
4055 NW Mattox – Horizons Industrial Spec VIII
General Information
Applicant: NorthPoint Development, Horizons Industrial VIII, LLC
Location: 4055 NW Mattox Road
Application: Final Development Plan
Zoning: PD- Planned Development
Existing Land Use: Undeveloped
Proposed Land Use: Light Industrial
Final Development Plan: Final Development Plan will be reviewed by the Planning
Commission and the Board of Aldermen for approval.
Site Area: 344,559 sq.ft. (7.9 acres)
Building Size: 134,009 sq. ft.
Building to Area Ratio: Approximately 39%
Analysis
Site Layout: The proposed site is undeveloped. The property is bound on the north by 41st
Street. Martinrea is located to the east and Riverside Logistics to the west. The south side of
the property is undeveloped land owned by the City. The property has three access points. Two
access point from NW Mattox Road and one from NW 41st Street.
The building will run north-south with the main entrances being located on the west side of the
building on NW Mattox Road. Standard car parking is provided to the north and west of the
building with a few spaces on the south as well. Truck parking and loading/unloading areas and
docks will be located on the east side of the building facing the back side of Martinrea.
Parking: The plan proposes 193 parking spaces designated for customers and employees on the
north, south and west sides of the building. This is more than the 1 per 1,000 sq.ft.required by
code. There are 26 truck/trailer parking spaces to the north of the building.
Infrastructure:
Sanitary Sewer: Sanitary sewer is e located along the north side of the property.
Water: Water is available along the north side of 41st Street.
Gas: Gas is available along the north side of 41st Street.
Electric: Underground electric is located along the north side of 41st Street
Telecommunication: Telecommunication/fiber optics is available on the north side of NW 41st
Street.
Page 2 of 2
Stormwater: Stormwater from this site will be conveyed by swales along the south and east
sides of property to the regional dentition basin located south of Riverside Logistics.
Building Design: The building will be constructed of insulated precast concrete wall panels.
The applicant will be applying for Leadership in Energy and Environmental Design (LEED)
Certification. The building matches the theme throughout Horizons East and will be carried to
this building on the west side of Horizons Parkway. The building will include elements of glass
similar to other industrial buildings in this park. These glass elements will be on the north,
south and west sides of the building to increase natural light into the office areas. The
warehouse portion of the building will also include glass for clear story windows to allow
natural daylighting in warehouse operations.
Outdoor Storage: Horizons Spec VIII does not have any current outdoor storage needs. The
building is designed to be an industrial type use so the parking of truck trailers is anticipated.
The truck trailer parking will be on the east of the building facing the back of another industrial
building.
Landscaping: The approved PD regulations for all property east of Horizons Parkway address
landscaping for industrial sites. The four components of landscaping required includes:
building frontage at the street (right-of-way), common areas (not applicable to this site), parking
lots, and building foundation. The applicant has provided parking lot and foundation plantings
exceeding the adopted PD standards which require 1 tree per 40 feet and the applicant is
providing 1 tree per 30 feet of space. These plantings consist of trees located within the interior
yards and parking islands and shrubs at the building entrances
Signage: Site signage is regulated by the adopted PD regulations for the Riverside Horizons
Development. At this time the applicant has not submitted any sign plans.
Comprehensive Master Plan: Throughout the development of the Comprehensive Master Plan
it was articulated by participants that improving community image/character and the quality and
design of buildings was a key concern. Additionally, the Comprehensive Master Plan identifies
the site as part of the ‘Horizons Development’, which is ultimately envisioned to include a mix
of innovation and industry, mixed use, destination office, destination retail and recreation.
Recommendation
Staff finds the application in conformance with the standards set forth in the UDO and the goals
established in the Comprehensive Master Plan and therefore recommends approval of the
application with the condition that additional landscaping is added to the south side of the
building for screening.
Attachments
Final Development Plan: Site Plan
Landscaping Plan
Location Map
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HORIZONS INDUSTRIAL VIII
FINAL DEVELOPMENT PLAN
CITY OF RIVERSIDE, PLATTE COUNTY, MISSOURI
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UTILITIES
CITY ENGINEER
Riverside City Engineer
Phone: 816.741.3993
WATER
Missouri American Water
Phone: 816.471.2991
ELECTRICITY
Kansas City Power & Light
Phone: 816.471.KCPL
GAS
Missouri Gas Energy
Phone: 816.756.5252
SANITARY
City of Kansas City
Missouri-Sewer
Phone: 816.784.1010
TELEPHONE
Southwestern Bell
Phone: 816.513.5000
Time Warner Cable
Phone: 816.222.5952
CABLE TV
Time Warner Cable
Phone: 816.358.8833
PAVEMENT MARKING AND SIGNAGE NOTES
1. Parking stall marking stripes shall be four inch (4") wide white stripes. Handicap stall marking
shall be furnished at locations shown on plans.
2. Traffic control devices and pavement markings shall conform to the requirements of the
"Manual of Uniform Traffic Control Devices."
3. Traffic control and pavement markings shall be painted with a white Sherwin Williams S-W
traffic marking series b-29y2 or approved equal. The pavement marking shall be applied in
accordance with manufacturers recommendations. Apply on a clean, dry surface and at a
surface temperature of not less than 70°f and the ambient air temperature shall not be less
than 60°f and rising. Two coats shall be applied.
FOR NON-PUBLIC WORK
A. Screened items indicate a pre-construction topographic survey
B. Contraction joints shall conform to APWA Section 2200.
C. All concrete to be 4000 psi with 5% (+/- 1%) air entrainment. Cement mixtures with
water/cement ratios at 0.5 or below are recommended
D. Construction of reinforced concrete pavements shall be in accordance with aci 330 standard
specifications.
E. Curing compound to be applied to all concrete surfaces immediately after broom finish.
F. Contractor shall reject concrete if it cannot be placed within 90 minutes of batch time
expiration time shall be reduced to 75 minutes on high summer temperatures.
LAYOUT & PAVING NOTES
1. All construction shall conform to the City of Riverside's minimum
design standards.
2. The contractor shall check existing grades, dimensions, and inverts
in the field and report any discrepancies to the architect/engineer
prior to beginning work.
3. The contractor shall verify the exact location of all existing utilities,
take care to protect utilities that are to remain, and repair contractor
caused damage according to current local standards and at the
contractor's expense. Coordinate all construction with the appropriate
utility company.
4. The contractor shall comply with all local codes, obtain all permits,
and pay all fees prior to beginning work.
5. Prior to installing, constructing, or performing any work in the public
right of way or on the public storm sewer line (including concrete
pavement or connecting private drainage systems to the storm
sewer), contact City of Riverside public works at 816.741.3908 for
inspection of the work. Contact must be made at least 24 hours prior
to start of the work.
6. Provide a smooth transition between existing pavement and new
pavement. Field adjustment of final grades may be necessary.
Adjust all utilities prior to installation of pavement.
7. The contractor shall protect all trees to remain, in accordance with
the specifications. Do not operate or store heavy equipment, nor
handle, nor store materials within the driplines of trees or outside the
limit of grading.
8. Concrete walks and pads shall have a broom finish. All concrete
shall be 4,000 p.s.i. unless otherwise noted. Curb ramps, sidewalk
slopes, and driveway ramps shall be constructed in accordance with
all current local requirements. If applicable, the contractor shall
request inspection of sidewalk and ramp forms prior to placement of
concrete.
9. All damage to existing asphalt pavement to remain which results
from new construction shall be replaced with like materials at
contractor's expense.
10. Dimensions are to the back of curb, or edge of concrete, unless
otherwise noted.
11. Excess material shall be disposed of by the contractor off the owner's
property at no additional cost in a legal manner.
12. Maintain one set of as-built drawings on the job site for distribution to
the engineer upon completion.
13. Concrete curb at all all concrete paving and both side of drive-in
ramps shall be integral.
LEGAL DESCRIPTION
All of Lot 5, ARGO Innovation Park, a subdivision in the City of Riverside, Platte County, Missouri.
Ra
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Riverside Horizons Industrial VIII
Proposed Building
134,009 sf
FFE: 750.00
LEGEND
P.C. Concrete Pavement
Asphaltic Pavement
APWA Type "CG-1" Curb
Integral Concrete Curb
NW Mattox Road
NW
4
1
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Proposed Stairs Proposed Stairs
D4 D7 D4 D7 D4
16
14
53
H3
811
1819
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LOCATION MAP
SECTION 06-50-33
(Not to Scale)
I-63
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Project Location
41ST ST
13' Typ.
60
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70
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R15'
R20'R15'
R50'
R50'
R15'
R10'
R3'
R10'
R10'
30'
18'30'
18'18'25'
28
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9'
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18
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9'
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25'
Proposed RCB
Match Existing
Pavement
Match Existing
Pavement
Match Existing
Pavement
Match Existing
Pavement
Proposed Retaining Wall
27
6
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480'
84
'
68'
125'
14
6
'
Property Line
Property Line
Property Line
Property Line
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Existing Sanitary Sewer (Typ)
Existing RCB
Existing Overhead Power (Typ)
Existing Water Main (Typ)
Proposed Underground Power
Proposed Underground Communication
Proposed Gas Service
Proposed Domestic and Fire Service
Proposed
Sanitary
Service
INDEX OF SHEETS:
C1.0 General Layout
C1.1 Site Grading Plan
C1.2 Drainage Area Map
C1.3 Erosion Control Plan
L1.0 Landscaping Plan
50
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2031
Legend
Employee Parking
Future Parking
Trailer Parking
Truck Dock
ADA Parking
Found 1
2" Iron Bar
F00
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D00
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R50'
R50'
R8'
30'
Ex. Lightpole to
be relocated
100' R/W
Existing Gasline
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3
Portion of D/E to be
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6'
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FLOOD PLAIN NOTE
According to "FIRM" Map Number 29165C0392D, revised April 2, 2015 and
revised by Letter of Map Revision (LOMAR), Case No. 04-07-A556P,
Effective date August 31, 2006, this tract is located in "OTHER AREAS",
Zone "X". This area is protected from the 0.2% annual chance flood by
levee, dike or other structure subject to possible failure during larger floods.
LEGEND
GAS
UGP
W/L
TELE
Proposed Storm Sewer
Proposed Storm Structure
Proposed Fire Hydrant
Proposed Waterline
Proposed Sanitary Sewer
Proposed Sanitary Manhole
Proposed Underground Power
Proposed Gas Line
Proposed Underground Telephone
Proposed Fire Hydrant
(Typ)
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GRADING NOTES
1. All construction shall conform to the City of Riverside's minimum
design standards.
2. Spot Grades shown herein shall govern over finished grades.
3. The contractor shall provide evidence that his insurance meets the
requirements of the Project.
4. All traffic control shall be in conformance with the Manual of
Uniform Traffic Control Devices (MUTCD).
5. The contractor is responsible for the protection of all property
corners and section corners. Any property corners and/or section
corners disturbed or damaged by construction activities shall be
reset by a Registered Land Surveyor licensed in the State of
Missouri, at the contractor's expense.
6. The contractor shall be responsible for the restoration of the
right-of-way and for damaged improvements such as curbs,
driveways, sidewalks, street light and traffic signal junction boxes,
traffic signal loop lead ins, signal poles, irrigation systems, etc.
Damaged improvements shall be repaired in conformance with the
latest City standards and to the City's satisfaction.
7. The contractor is responsible for providing erosion and sediment
control BMPs to prevent sediment from reaching paved areas,
storm sewer systems, drainage courses and adjacent properties.
In the event the prevention measures are not effective, the
contractor shall remove any debris, silt, or mud and restore the
right-of-way, or adjacent properties to original or better condition.
8. The contractor shall remove existing trees and shrubbery within
the right-of-way adjacent to future thoroughfare improvements.
9. The contractor shall sod all disturbed areas within the public street
right-of-way unless otherwise noted on the plans or if specific
written approval is granted by the City.
10. All public street sidewalk ramps constructed will be required to
comply with the Americans with Disabilities Act (ADA).
11. Excavation for utility work in public street right-of-way requires a
Right-of-Way Work Permit from the Public Works Department, in
addition to all other permits.
12. All work shall be confined within easements and/or construction
limits as shown on the plans.
13. Curb stakes and hubs shall be provided at all high points, low
points, ADA ramp openings, and on each side of all curb inlets
when setting string line.
14. All National Pollution Discharge Elimination System(NPDES)
standards shall be met.
15. Public and Private utility facilities shall be moved or adjusted as
necessary by the owners to fit the new construction unless
otherwise noted on the plans. The Developer is responsible for the
cost of utility relocations unless otherwise indicated on the plans.
Know what's below.
before you dig.Call
R
Riverside Horizons Industrial VIII
Proposed Building
134,009 sf
FFE: 750.00
NW Mattox Road
NW
4
1
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Proposed RCB
Property Line
Property Line
Match Existing
Pavement
Existing Sanitary Sewer (Typ)
Existing RCB
Existing Overhead Power (Typ)
Existing Gasline
Match Existing
Pavement
Match Existing
Pavement
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134,009 sf
FFE: 750.00
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Install 4'x4' Grate Inlet A4
Over Proposed RCB
Install 2x15" HDPE End Section
F/L = 744.40
F/L = 739.00
0.95 Acres to Swale South
Tc = 5.00 Min.
C = 0.85
NW Mattox Road
NW
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Property Line
Property Line
Property LineExisting RCBs
40' Existing Road
Install 2x15" HDPE End Section
F/L = 744.40
Install 71 LF of 2x15" HDPE
Install 4'x4' Grate Inlet A4
Over Proposed RCB
Install 4'x4' Grate Inlet A4
Over Proposed RCB Install 4'x4' Grate Inlet A4
Over Proposed RCB
Install 4'x4' Grate Inlet A4
Over Proposed RCB
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0.80 Acres to Swale North
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Install 24" HDPE End Section
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Install 45 LF of 24" HDPE
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0 40'20'
1"=40'
Know what's below.
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R
Proposed Building
134,009 sf
FFE: 750.00
Staging Chart
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Time Frame
Prior to Any Construction
After Grading Operations Have Begun
During the Entire Duration of the Project.
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Legend
Silt Fence
Staging Area
Temp. Const. Entrance
Const. Fence
Rock Ditch Check
Limits of Disturbance
NATIONAL POLLUTANT DISCHARGE AND ELIMINATION SYSTEM (NPDES) NOTES
I.Submittals:
A. The Owner has Submitted:
1. MDNR ePermit
2. Storm Water Pollution Prevention Plan (SWPPP)
B. The SWPPP consists of:
1. Site Grading and Drainage Plan
2. Erosion control measures identified on them
3. Referenced details, APWA Kansas City Metropolitan Chapter, and notes
4. Specifications, APWA Kansas City Metropolitan Chapter
5. NPDES Permit
C. The Contractor must add the following items to the SWPPP in order to complete the plan. Submit a
copy to the Architect/Engineer for subsequent submittals to the permitting agency.A copy of the
permits are in the office of the Architect/Engineer for review.
D. A certification statement shall certify that the permit required will be met. The contractor and each
subcontractor doing site related work, shall sign the following: Certification statement prior to
conducting any professional services identified on the SWPPP.
II.Erosion Control
A. Install silt fence along the perimeter of the site prior to beginning any grading operations. Silt fence
shall be equal to MIRAFI silt fence and shall be install per manufacturer's recommendations.
B. Install rock check dams at existing culverts.
C. Install rock construction entrance.
D. Construct improvements.
E. Install inlet protection on new curb inlets.
F. Install rock check dams in new drainage swales.
G. Install seeding and mulch.
H. The contractor shall control dust by applying water, mulch, or rock.
I. Erosion control devices shall remain in place throughout the contract. Removal of erosion control
devices will occur upon completion of the contract.
J. Erosion control devices shown are the minimum required. The contractor shall further control erosion
as deemed necessary with the following methods.
1. Temporary earth dikes.
2. Sediment traps or basins.
3. Disking the soil parallel to contours.
4. Additional silt fence.
5. Additional rip-rap.
EROSION CONTROL NOTES
1. The contractor shall be responsible for maintenance of all erosion and sediment control
measures and practices throughout the project. Any and all fines associated with erosion
control violations will be the contractors responsibility.
2. Erosion control is the contractor's responsibility. This plan should be used as a guide and
represents the minimum erosion control devices required.
3. Erosion control measures will be maintained at all times. Additional erosion control and
sediment control measures will be installed if deemed necessary by on site inspection.
4. Contractor is responsible for inspecting and repairing all erosion and sediment control
devices after each rainfall event.
5. The contractor shall provide any further erosion control measures in addition to those listed
to ensure that silt will not leave the project confines.
6. The contractor is responsible for removing the temporary erosion and sediment control
devices after completion of construction and only when areas have been stabilized with a
healthy stand of permanent vegetation.
7. The contractor is responsible for removing silt from site if nor reusable on-site and assuring
plan alignment and grade in all ditches at completion of construction.
8. The contractor shall ensure that all drainage structures, flumes, pipes, ect. are cleaned out
and working properly at time of acceptance.
9. The contractor shall provide any temporary stabilization as required.
10. The contractor shall provide an ingress/egress tracking pad for vehicular traffic at a location
approved by the owners representative.
11. All erosion control devices shall conform to the applicable sections of the standard
specifications and design criteria of the Engineering Division, Department of Public Works,
and the City of Riverside, Missouri.
12. Reference details sheets for typical erosion control device installation. See Construction
Plans for seeding of all disturbed areas.
13. See Construction Plans for placing rip-rap on all disturbed areas.
14. The contractor shall install sediment barrier around existing inlets that will be removed.
15. The contractor shall reference the American Public Works Association Kansas City
Metropolitan Chapter for standard details and specifications.
16. The contractors construction sequence schedule shall conform to Division 5100-Erosion
Control and Sediment Control of the APWA Specifications, under Section 5106.
III.Stabilization Practices
A. Provide a (minimum 25 ft. wide by 50 ft. long by 6 in. crushed rock or recycled concrete equivalent) stabilized construction entrance to the site for
construction vehicles to reduce tracking of sediment onto public or private roadways. All unpaved roads on the site carrying more that 25 vehicles daily
shall also be graveled.
1. The entrance shall be maintained in a condition to prevent tracking or flowing of sediment onto 41st Street and Mattox Road.
2. All surface water flowing or diverted towards the entrance shall be piped underneath the entrance using 15" CMP.
B. The contractor shall ensure that existing vegetation is preserved where attainable and that disturbed areas are re-vegitated as soon as practical.
C. Wherever construction activities will cease for more than 3 days, or permanently, the contractor shall initiate stabilization within that area as soon as
practical, but in no case more than 5 days after the activities have ceased. If snow cover prevents initiation of stabilization, resume the initiation of
stabilization as soon as practical.
1. Temporary or permanent seeding.
2. Sod stabilization.
3. Mulch.
4. Vegetative buffer strips.
5. Geotextiles.
6. Protection of existing trees and preservation of mature vegetation.
7. Rip-rap.
IV.Environmental Issues:
A. No waste materials or unused building materials shall be buried on-stite or discharged to waters of the state.
B. Provide containment around fueling and chemical storage areas to ensure that spills in these areas do not reach waters of the state.
V.Inspection:
A. Daily visual inspection of the overall site shall be conducted to identify deficiencies in the extent of the BMPs as well as the maintenance needs of
existing BMPs.
B. Inspect the site, including all erosion control devices, at least once every month and within 24 hours after a storm event of 0.5 in. or more.
C. Notify the Architect/Engineer by phone or fax whenever a storm event of 0.5 in. or more occurs. Notification shall be received between 8:00 am and
5:00 pm the day of the event or the following day if the storm event occurs overnight.
D. Remove sediment from behind silt fence and sediment barriers whenever silt reaches 50% of the capacity of the structure.
E. Document each inspection and any corrective action taken. Maintain a record of daily rainfall throughout the contract and grass maintenance period.
The document shall be copied to the Architect/Engineer.
1. List of all contractors and subcontractors who will be working with related construction. Include company name, contact person, address and
telephone number.
2. Signed certification statements.
3. Proposed timetable for all major construction activities.
4. A record of dates on which major grading activities occur, when activities temporary or permanently cease, and when stabilization measures
are initialized.
5. Show areas to be used for storage of soils and wastes. (Eg. topsoil storage piles, ect.)
6. Show the location of all fuel and chemical storage areas.
7. A description of the measures taken to prevent and/or control fuel and chemical spills.
8. Documentation of inspections, corrective actions, and daily rainfall records.
Approximate Limits
of Disturbance
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
Concrete Washout With Perimeter
Silt Fence To Be Maintained
Install Construction Entrance
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
NW Mattox Road
NW
4
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Property Line Property Line
Property Line
Property Line
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
Install Inlet Protection (Typ)
(Silt Fence Prior to Paving)
(Gravel Filter Bags Post
Paving)
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N
O R T H
0 40'20'
1"=40'
Riverside Horizons Industrial VIII
Proposed Building
135,000 sf
FFE: 750.00
Know what's below.
before you dig.Call
R
NW
M
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NW 41st Street
3 x ROOT BALL DIA.
PRUNE OUT ANY DEAD OR BROKEN BRANCHES
AND REMOVE DEBRIS FROM SITE.
SECURE TREE TO STAKES WITH STRAPS
(RE: SPECS). STRAPS SHALL BE LOOSE
ENOUGH TO ALLOW SOME MOVEMENT OF
THE TRUNK WITH THE WIND
MIN. 6' LONG STEEL STAKES SECURED
INTO UNDISTURBED SOIL. PLACE NORTH
AND SOUTH OF TREE.
SET TREE WITH TOP OF ROOT BALL FLUSH
WITH GRADE. TRUNK FLARE MUST BE
VISIBLE AT THE TOP OF ROOT BALL. REMOVE
EXCESS SOIL TO TOP OF LATERAL ROOTS.
3" MULCH PER SPECIFICATIONS. DO NOT
PLACE ON TRUNK OR TRUNK FLARE.
BERM AT OUTER EDGES OF RING TO
CREATE A SAUCER FORM.
REMOVE TWINE AND CAGE FROM ROOT
BALL AND TRUNK. PEEL AND REMOVE
BURLAP FROM TO 1/3 OF THE ROOT BALL.
PLANTING HOLE SHALL BE AT LEAST 3 TIMES
WIDER THAN THE SPREAD OF ITS ROOTS,
BUT NO DEEPER. PLACE ROOT BALL ON
UNDISTURBED SOIL WITH ROOT FLARE EVEN
WITH OR 1" ABOVE GRADE. SCARIFY SIDES
AND BOTTOM OF PIT.
AMEND SOIL ACCORDING TO SPECIFICATIONS.
NOTES:
1. TREES THAT DO NOT MEET THE SIZE REQUIREMENT WILL BE REJECTED
2. TREES SHALL BE INSPECTED BY OWNERS REPRESENTATIVE PRIOR TO
INSTALLATION.
SECTION
8" MIN.
HARDWOOD MULCH
AS SPECIFIED
LANDSCAPING; RE:
PLAN & DETAILS
VARIES
8"
V-CUT NATURAL EDGING
WITH MULCH BACKFILL
LIMIT OF PLANT BED
AS SHOWN IN PLAN
LAWN AREA; RE:
SPECIFICATIONS
NOTES:
1. CONTRACTOR SHALL LOCATE AND MARK ALL PLANTBED
LOCATIONS PRIOR TO EXCAVATING FOR FINAL
APPROVAL BY OWNER OR LANDSCAPE ARCHITECT.
2. TRANSITION TO MULCH CONTAINMENT DETAIL AT ALL
LOCATIONS ADJACENT TO CURBS & SIDEWALKS. RE:
DETAIL, THIS SHEET.
3. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR
TO TRENCHING OR LANDSCAPE INSTALLATION.
2 x
CONTAINER
DIA.
PRUNE OUT ANY DEAD OR BROKEN
BRANCHES. CUT ANY GIRDLING ROOTS
OFF CLOSE TO THE CROWN. PRY LONG
ROOTS OUT TO DIRECT INTO NEW SOIL
INSTALL 3" OF HARDWOOD MULCH
THROUGHOUT PLANTING BED. LEAVE
A 6" BARE CIRCLE AT BASE OF PLANT
PLACE SHRUB SO CROWN IS AT SOIL LEVEL
FILL PLANTING HOLE WITH AMENDED SOIL
MIX ACCORDING TO SPECIFICATIONS.
CONSTRUCT RING AROUND PLANTED
SHRUB TO FORM SAUCER
SCARIFY PIT
BOTTOM
(MIN. 6")
NOTES:
1. REFER TO SPECIFICATIONS FOR TOPSOIL BACKFILL MIX.
2. CONTRACTOR TO WATER THOROUGHLY AFTER PLANTING
3. INSTALLATION TO BE IN ACCORDANCE WITH PLANTING
SPECIFICATIONS
6"
SECTION
1.LOCATE UTILITIES PRIOR TO COMMENCING LANDSCAPE OPERATIONS. ALL TREES SHALL BE FIELD POSITIONED AS TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES. NOTIFY
LANDSCAPE ARCHITECT OF ANY CONFLICTS OR OBSTRUCTIONS.
2. CONTRACTOR SHALL STAKE ALL PLANTING AREAS IN THE FIELD PRIOR TO PLANTING FOR APPROVAL OF THE OWNER OR THEIR REPRESENTATIVE.
3. CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES PRIOR TO PLANTING. ANY DISCREPANCIES WITH THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE
PLAN QUANTITIES SHALL SUPERCEDE SCHEDULED QUANTITIES.
4. ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY AND SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 THE 'AMERICAN STANDARD FOR NURSERY STOCK'.
5. ALL PLANTING BEDS & NATIVE GRASS STANDS SHALL BE EDGED AS SHOWN IN PLAN.
6. PREPARE PLANTING BEDS AND INCORPORATE AMENDMENTS ACCORDING TO PLANS.
7. SHREDDED HARDWOOD MULCH, PER SPECIFICATIONS SHALL BE USED AS A THREE INCH (3") TOP DRESSING IN ALL PLANTING BEDS AND AROUND ALL TREES. SINGLE TREES AND SHRUBS SHALL
BE MULCHED TO THE OUTSIDE EDGE OF THE SAUCER OR LANDSCAPE ISLAND.
8. ALL TREES SHALL BE STAKED PER DETAIL.
9. ALL PLANT MATERIAL SHALL BE INSTALLED TO ALLOW A ONE FOOT (1') CLEARANCE BETWEEN PLANT AND ADJACENT PAVEMENT.
10. THE LANDSCAPE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL THE SITE IS FREE OF DEBRIS CAUSED BY ON-GOING CONSTRUCTION OPERATIONS. REMOVAL OF DEBRIS SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR. LANDSCAPE WORK SHALL NOT BEGIN UNTIL THE LANDSCAPE ARCHITECT AND OWNER HAVE GIVEN WRITTEN APPROVAL FOR SUCH. THERE
SHALL BE NO DELAYS DUE TO LACK OF COORDINATION FOR THIS ACTIVITY.
11. THE LANDSCAPE ARCHITECT AND OWNER SHALL APPROVE GRADES AND CONDITION OF SITE PRIOR TO SODDING/SEEDING OPERATIONS.
12. ALL AREAS DISTURBED DURING CONSTRUCTION AND NOT DESIGNATED FOR OTHER PLANTINGS OR HARDSCAPE SHALL BE SODDED WITH TURF TYPE FESCUE.
13. ALL TURF AND SHRUB AREAS SHALL BE IRRIGATED, RE: IRRIGATION COVERAGE PLAN.
LANDSCAPE NOTES
PARKING STALLS
CAR = 89
FUTURE CAR = 104*
TRUCK = 0
ADA = 3
TOTAL = 92
REQUIRED:
1 TREE/10 STALLS = 10
6 SHRUBS/10 STALLS= 56
PROVIDED:
TREES = 10
SHRUBS = 56
LANDSCAPE DATA
TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY
AG Acer rubrum `October Glory` TM / October Glory Maple B&B 2.5" Cal.21
JS Juniperus chinensis `Spartan` / Spartan Juniper B&B 6` Ht. Min. 18
JC Juniperus virginiana `Canaertii` / Canaerti Juniper B&B 6` Ht. Min. 3
QRR Quercus robur `Regal Prince` / Regal Prince English Oak B&B 2.5" Cal.21
QR Quercus rubra / Red Oak B&B 2.5" Cal.8
SHRUBS BOTANICAL NAME / COMMON NAME CONT QTY
JF Juniperus chinensis `Sea Green` / Sea Green Juniper 5 Gal.26
MM Miscanthus sinensis `Morning Light` / Eulalia Grass 3 Gal.30
PLANT SCHEDULE
NW 41ST STREET 509'
REQUIRED:
1 TREE/30' = 17
PROVIDED:
TREES = 17
NW MATTOX ROAD 678'
REQUIRED:
1 TREE/30' = 23
PROVIDED:
TREES = 23
OPEN SPACE 62,764sf
REQUIRED:
1 TREE/3000sf = 21
PROVIDED:
SHADE TREES = 1
EVERGREEN TREES = 20
SECTION
* Landscape Requirements for Future
Car Parking will be provided at the time
of Parking Lot approval or construction
150'
25'
SITE TRIANGLE
Free StandingAgainst Wall Clustered BoxesFree Standing
Transformer
Typical Utility Box Screening Details
No Scale
Small Box
UTILITY BOXES SHALL BE CLUSTERED AS MUCH AS POSSIBLE
No Scale
Page 1 of 2
City of Riverside
Staff Analysis Report
Case Number PC18-03, Final Development Plan
4120 NW Mattox – Horizons Industrial Spec IX
General Information
Applicant: NorthPoint Development, Horizons Industrial IX, LLC
Location: 4120 NW Mattox Road
Application: Final Development Plan
Zoning: PD- Planned Development
Existing Land Use: Undeveloped
Proposed Land Use: Light Industrial
Final Development Plan: Final Development Plan will be reviewed by the Planning
Commission and the Board of Aldermen for approval.
Site Area: 807,730 sq.ft. (13.95 acres)
Building Size: 213,016 sq. ft.
Building to Area Ratio: Approximately 26%
Analysis
Site Layout: The proposed site is undeveloped. The property is bound on the north by 43rd
Street, to the east by NW Mattox Road, the south by 41st Street and the west by NW Helena
Road. The property has four access points. Two access points are from NW 41st Street and there
is one access from NW Helena and NW Mattox Road.
The building will run east-west with the main entrances being located on the south side of the
building on NW 41st Street. Standard car parking is provided to south and truck parking will be
double stacked on the north side of the property along 43rd Street.
Parking: The plan proposes 147 parking spaces designated for customers and employees on the
south side of the building. There are 92 truck/trailer parking spaces to the north of the building
double stacked.
Infrastructure:
Sanitary Sewer: Sanitary sewer is e located along the north side of the property.
Water: Water is available along the north side of 41st Street.
Gas: Gas is available along the north side of 41st Street.
Electric: Underground electric is located along the north side of 41st Street
Telecommunication: Telecommunication/fiber optics is available on the north side of NW 41st
Street.
Page 2 of 2
Stormwater: Stormwater from this site will be conveyed by swales along the north, east and
south sides of property to the regional dentition basin located south of Riverside Logistics.
Building Design: The building will be constructed of insulated precast concrete wall panels.
The applicant will be applying for Leadership in Energy and Environmental Design (LEED)
Certification. The building matches the theme throughout Horizons East and will be carried to
this building on the west side of Horizons Parkway. The building will include elements of glass
similar to other industrial buildings in this park. These glass elements will be on the north,
south and west sides of the building to increase natural light into the office areas. The
warehouse portion of the building will also include glass for clear story windows to allow
natural daylighting in warehouse operations.
Outdoor Storage: Horizons Spec IX does not have any current outdoor storage needs. The
building is designed to be an industrial type use so the parking of truck trailers is anticipated.
The truck trailer parking will be on the east of the building facing the back of another industrial
building.
Landscaping: The approved PD regulations for all property east of Horizons Parkway address
landscaping for industrial sites. The four components of landscaping required includes:
building frontage at the street (right-of-way), common areas (not applicable to this site), parking
lots, and building foundation. The applicant has provided parking lot and foundation plantings
exceeding the adopted PD standards which require 1 tree per 40 feet and the applicant is
providing 1 tree per 30 feet of space. These plantings consist of trees located within the interior
yards and parking islands and shrubs at the building entrances
Signage: Site signage is regulated by the adopted PD regulations for the Riverside Horizons
Development. At this time the applicant has not submitted any sign plans.
Comprehensive Master Plan: Throughout the development of the Comprehensive Master Plan
it was articulated by participants that improving community image/character and the quality and
design of buildings was a key concern. Additionally, the Comprehensive Master Plan identifies
the site as part of the ‘Horizons Development’, which is ultimately envisioned to include a mix
of innovation and industry, mixed use, destination office, destination retail and recreation.
Recommendation
Staff finds the application in conformance with the standards set forth in the UDO and the goals
established in the Comprehensive Master Plan and therefore recommends approval of the
application with the condition that additional landscaping is added to the south side of the
building for screening.
Attachments
Final Development Plan: Site Plan
Landscaping Plan
Location Map
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HORIZONS INDUSTRIAL IX
FINAL DEVELOPMENT PLAN
CITY OF RIVERSIDE, PLATTE COUNTY, MISSOURI
R
UTILITIES
CITY ENGINEER
Riverside City Engineer
Phone: 816.741.3993
WATER
Missouri American Water
Phone: 816.471.2991
ELECTRICITY
Kansas City Power & Light
Phone: 816.471.KCPL
GAS
Missouri Gas Energy
Phone: 816.756.5252
SANITARY
City of Kansas City
Missouri-Sewer
Phone: 816.784.1010
TELEPHONE
Southwestern Bell
Phone: 816.513.5000
Time Warner Cable
Phone: 816.222.5952
CABLE TV
Time Warner Cable
Phone: 816.358.8833
PAVEMENT MARKING AND SIGNAGE NOTES
1. Parking stall marking stripes shall be four inch (4") wide white stripes. Handicap stall marking
shall be furnished at locations shown on plans.
2. Traffic control devices and pavement markings shall conform to the requirements of the
"Manual of Uniform Traffic Control Devices."
3. Traffic control and pavement markings shall be painted with a white Sherwin Williams S-W
traffic marking series b-29y2 or approved equal. The pavement marking shall be applied in
accordance with manufacturers recommendations. Apply on a clean, dry surface and at a
surface temperature of not less than 70°f and the ambient air temperature shall not be less
than 60°f and rising. Two coats shall be applied.
FOR NON-PUBLIC WORK
A. Screened items indicate a pre-construction topographic survey
B. Contraction joints shall conform to APWA Section 2200.
C. All concrete to be 4000 psi with 5% (+/- 1%) air entrainment. Cement mixtures with
water/cement ratios at 0.5 or below are recommended
D. Construction of reinforced concrete pavements shall be in accordance with aci 330 standard
specifications.
E. Curing compound to be applied to all concrete surfaces immediately after broom finish.
F. Contractor shall reject concrete if it cannot be placed within 90 minutes of batch time
expiration time shall be reduced to 75 minutes on high summer temperatures.
LAYOUT & PAVING NOTES
1. All construction shall conform to the City of Riverside's minimum
design standards.
2. The contractor shall check existing grades, dimensions, and inverts
in the field and report any discrepancies to the architect/engineer
prior to beginning work.
3. The contractor shall verify the exact location of all existing utilities,
take care to protect utilities that are to remain, and repair contractor
caused damage according to current local standards and at the
contractor's expense. Coordinate all construction with the appropriate
utility company.
4. The contractor shall comply with all local codes, obtain all permits,
and pay all fees prior to beginning work.
5. Prior to installing, constructing, or performing any work in the public
right of way or on the public storm sewer line (including concrete
pavement or connecting private drainage systems to the storm
sewer), contact City of Riverside public works at 816.741.3908 for
inspection of the work. Contact must be made at least 24 hours prior
to start of the work.
6. Provide a smooth transition between existing pavement and new
pavement. Field adjustment of final grades may be necessary.
Adjust all utilities prior to installation of pavement.
7. The contractor shall protect all trees to remain, in accordance with
the specifications. Do not operate or store heavy equipment, nor
handle, nor store materials within the driplines of trees or outside the
limit of grading.
8. Concrete walks and pads shall have a broom finish. All concrete
shall be 4,000 p.s.i. unless otherwise noted. Curb ramps, sidewalk
slopes, and driveway ramps shall be constructed in accordance with
all current local requirements. If applicable, the contractor shall
request inspection of sidewalk and ramp forms prior to placement of
concrete.
9. All damage to existing asphalt pavement to remain which results
from new construction shall be replaced with like materials at
contractor's expense.
10. Dimensions are to the back of curb, or edge of concrete, unless
otherwise noted.
11. Excess material shall be disposed of by the contractor off the owner's
property at no additional cost in a legal manner.
12. Maintain one set of as-built drawings on the job site for distribution to
the engineer upon completion.
13. Concrete curb at all all concrete paving and both side of drive-in
ramps shall be integral.
LEGEND
P.C. Concrete Pavement
Asphaltic Pavement
APWA Type "CG-1" Curb
Integral Concrete Curb
Ra
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p
Proposed Stairs
6' S/W
NW
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NW
M
a
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R
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NW 43rd Street
NW 41st Street
Proposed Stairs
T16
20
Horizons Industrial IX
Proposed Building
213,016 sf
FFE: 750.00
FLOOD PLAIN NOTE
According to "FIRM" Map Number 29165C0392D, revised April 2, 2015 and
revised by Letter of Map Revision (LOMAR), Case No. 04-07-A556P,
Effective date August 31, 2006, this tract is located in "OTHER AREAS",
Zone "X". This area is protected from the 0.2% annual chance flood by
levee, dike or other structure subject to possible failure during larger floods.
N
LOCATION MAP
SECTION 06-50-33
(Not to Scale)
I-63
5
9 HW
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Project Location
41ST ST
18
'
24
'
18
'
60
'
70
'
13' Typ
12' Typ
R25'
R50'
Existing Water Main (Typ)
Existing Sanitary Sewer (Typ)
Existing Fire Hydrant (Typ)
Existing Storm Sewer (Typ)
Existing Sanitary
Manhole (Typ)
Property Line
Property Line
Property Line
Property Line
Existing Utility Easement
Existing Drainage Easement
Existing Utility Easement
Existing KCPL Utility
Easement
Existing Utility Easement
Existing
Water
Easement
Existing Utility Easement
Existing Storm Sewer to be
removed
Proposed Storm
Sewer (Typ)
Existing Property Line
(Property To Be Replatted)
Proposed Sanitary
Service
Proposed Domestic and
Fire Service
Proposed Underground Power
Proposed Underground Gas
Proposed Underground Communication
INDEX OF SHEETS:
C1.0 General Layout
C1.1 Site Grading Plan
C1.2 Drainage Area Map
C1.3 Erosion Control Plan
L1.0 Landscape Plan
LEGAL DESCRIPTION
LOT 1, RIVERSIDE HORIZONS WEST THIRD PLAT, a subdivision in the City of
Riverside, Platte County, Missouri.
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16
19
25'
25'
55
'
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35
'
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10' U/E
72'
24
6
'
81'
24
7
'
80'
1
1
5
'
13
4
'
R50'
Proposed Fireloop
(Typ.)
D05 D07 D06 D01 D07 D07 D05
13222213
Existing Storm Sewer (Typ.)
Existing Sanitary Sewer (Typ.)
LEGEND
GAS
UGP
W/L
TELE
Proposed Storm Sewer
Proposed Storm Structure
Proposed Fire Hydrant
Proposed Waterline
Proposed Sanitary Sewer
Proposed Sanitary Manhole
Proposed Underground Power
Proposed Gas Line
Proposed Underground Telephone
Match Existing
Pavement
Match Existing
Pavement
Match Existing
Pavement
35
'
ADA Ramp with Sidewalk
Crossing (Typ.)
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before you dig.Call
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GRADING NOTES
1. All construction shall conform to the City of Riverside's minimum
design standards.
2. Spot Grades shown herein shall govern over finished grades.
3. The contractor shall provide evidence that his insurance meets the
requirements of the Project.
4. All traffic control shall be in conformance with the Manual of
Uniform Traffic Control Devices (MUTCD).
5. The contractor is responsible for the protection of all property
corners and section corners. Any property corners and/or section
corners disturbed or damaged by construction activities shall be
reset by a Registered Land Surveyor licensed in the State of
Missouri, at the contractor's expense.
6. The contractor shall be responsible for the restoration of the
right-of-way and for damaged improvements such as curbs,
driveways, sidewalks, street light and traffic signal junction boxes,
traffic signal loop lead ins, signal poles, irrigation systems, etc.
Damaged improvements shall be repaired in conformance with the
latest City standards and to the City's satisfaction.
7. The contractor is responsible for providing erosion and sediment
control BMPs to prevent sediment from reaching paved areas,
storm sewer systems, drainage courses and adjacent properties.
In the event the prevention measures are not effective, the
contractor shall remove any debris, silt, or mud and restore the
right-of-way, or adjacent properties to original or better condition.
8. The contractor shall remove existing trees and shrubbery within
the right-of-way adjacent to future thoroughfare improvements.
9. The contractor shall sod all disturbed areas within the public street
right-of-way unless otherwise noted on the plans or if specific
written approval is granted by the City.
10. All public street sidewalk ramps constructed will be required to
comply with the Americans with Disabilities Act (ADA).
11. Excavation for utility work in public street right-of-way requires a
Right-of-Way Work Permit from the Public Works Department, in
addition to all other permits.
12. All work shall be confined within easements and/or construction
limits as shown on the plans.
13. Curb stakes and hubs shall be provided at all high points, low
points, ADA ramp openings, and on each side of all curb inlets
when setting string line.
14. All National Pollution Discharge Elimination System(NPDES)
standards shall be met.
15. Public and Private utility facilities shall be moved or adjusted as
necessary by the owners to fit the new construction unless
otherwise noted on the plans. The Developer is responsible for the
cost of utility relocations unless otherwise indicated on the plans.
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NW 41st Street
Horizons Industrial IX
Proposed Building
213,016 sf
FFE: 750.00
LEGEND
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Proposed Storm Sewer
Proposed Storm Structure
Proposed Fire Hydrant
Proposed Waterline
Proposed Sanitary Sewer
Proposed Sanitary Manhole
Proposed Underground Power
Proposed Gas Line
Proposed Underground TelephoneTELE
Proposed Stairs
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Existing Storm Sewer (Typ)
Existing Utility Easement
Existing Drainage Easement
Existing Utility Easement
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Existing Property Line
(Property To Be Replatted)
Proposed Sanitary
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Proposed Domestic and
Fire Service
Proposed Underground Power
Proposed Underground Gas
Proposed Underground Communication
Proposed Fireloop
(Typ.)
Existing Storm Sewer (Typ.)
Existing Sanitary Sewer (Typ.)
ADA Ramp with Sidewalk
Crossing (Typ.)
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Install (2) 60" HDPE End Sections
F/L = 739.50
Install 99 LF (2) 60" HDPE
5.76 Acres to Swale South
Tc = 5.00 Min.
C = 0.87
Property Line
Property Line
Property Line
Property Line
Horizons Industrial IX
Proposed Building
213,016 sf
FFE: 750.00
7.34 Onsite Acres to Swale North
Tc = 5.00 Min.
C = 0.87
Install (2) 60" HDPE End
Sections
F/L = 739.50
Install 60" HDPE End Section
F/L = 740.00
Install 87.62 LF 60" HDPE
Install 48" HDPE End Section
F/L = 740.00
Install 48" HDPE End Section
F/L = 740.00
Install 87.62 LF 48" HDPE
Install 48" HDPE End Section
F/L = 740.00
Install 5'x5' Junction Box
Install 29.10 LF 36" HDPE
Install 36" HDPE End Section
F/L = 741.00
Existing RCB
LEGEND
GAS
UGP
W/L
Proposed Storm Sewer
Proposed Storm Structure
Proposed Fire Hydrant
Proposed Waterline
Proposed Sanitary Sewer
Proposed Sanitary Manhole
Proposed Underground Power
Proposed Gas Line
Proposed Underground TelephoneTELE
Proposed
Drainage
Boundary
Proposed Roof
Drain (Typ.)
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Know what's below.
before you dig.Call
R
Lot 1 Riverside Horizons West
Industrial IX
Proposed Building
210,000 sf
FFE: 750.00
Staging Chart
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Time Frame
Prior to Any Construction
After Grading Operations Have Begun
During the Entire Duration of the Project.
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Legend
Silt Fence
Staging Area
Temp. Const. Entrance
Const. Fence
Rock Ditch Check
Limits of Disturbance
NATIONAL POLLUTANT DISCHARGE AND ELIMINATION SYSTEM (NPDES) NOTES
I.Submittals:
A. The Owner has Submitted:
1. MDNR ePermit
2. Storm Water Pollution Prevention Plan (SWPPP)
B. The SWPPP consists of:
1. Site Grading and Drainage Plan
2. Erosion control measures identified on them
3. Referenced details, APWA Kansas City Metropolitan Chapter, and notes
4. Specifications, APWA Kansas City Metropolitan Chapter
5. NPDES Permit
C. The Contractor must add the following items to the SWPPP in order to complete the plan. Submit a
copy to the Architect/Engineer for subsequent submittals to the permitting agency.A copy of the
permits are in the office of the Architect/Engineer for review.
D. A certification statement shall certify that the permit required will be met. The contractor and each
subcontractor doing site related work, shall sign the following: Certification statement prior to
conducting any professional services identified on the SWPPP.
II.Erosion Control
A. Install silt fence along the perimeter of the site prior to beginning any grading operations. Silt fence
shall be equal to MIRAFI silt fence and shall be install per manufacturer's recommendations.
B. Install rock check dams at existing culverts.
C. Install rock construction entrance.
D. Construct improvements.
E. Install inlet protection on new curb inlets.
F. Install rock check dams in new drainage swales.
G. Install seeding and mulch.
H. The contractor shall control dust by applying water, mulch, or rock.
I. Erosion control devices shall remain in place throughout the contract. Removal of erosion control
devices will occur upon completion of the contract.
J. Erosion control devices shown are the minimum required. The contractor shall further control erosion
as deemed necessary with the following methods.
1. Temporary earth dikes.
2. Sediment traps or basins.
3. Disking the soil parallel to contours.
4. Additional silt fence.
5. Additional rip-rap.
EROSION CONTROL NOTES
1. The contractor shall be responsible for maintenance of all erosion and sediment control
measures and practices throughout the project. Any and all fines associated with erosion
control violations will be the contractors responsibility.
2. Erosion control is the contractor's responsibility. This plan should be used as a guide and
represents the minimum erosion control devices required.
3. Erosion control measures will be maintained at all times. Additional erosion control and
sediment control measures will be installed if deemed necessary by on site inspection.
4. Contractor is responsible for inspecting and repairing all erosion and sediment control
devices after each rainfall event.
5. The contractor shall provide any further erosion control measures in addition to those listed
to ensure that silt will not leave the project confines.
6. The contractor is responsible for removing the temporary erosion and sediment control
devices after completion of construction and only when areas have been stabilized with a
healthy stand of permanent vegetation.
7. The contractor is responsible for removing silt from site if nor reusable on-site and assuring
plan alignment and grade in all ditches at completion of construction.
8. The contractor shall ensure that all drainage structures, flumes, pipes, ect. are cleaned out
and working properly at time of acceptance.
9. The contractor shall provide any temporary stabilization as required.
10. The contractor shall provide an ingress/egress tracking pad for vehicular traffic at a location
approved by the owners representative.
11. All erosion control devices shall conform to the applicable sections of the standard
specifications and design criteria of the Engineering Division, Department of Public Works,
and the City of Riverside, Missouri.
12. Reference details sheets for typical erosion control device installation. See Construction
Plans for seeding of all disturbed areas.
13. See Construction Plans for placing rip-rap on all disturbed areas.
14. The contractor shall install sediment barrier around existing inlets that will be removed.
15. The contractor shall reference the American Public Works Association Kansas City
Metropolitan Chapter for standard details and specifications.
16. The contractors construction sequence schedule shall conform to Division 5100-Erosion
Control and Sediment Control of the APWA Specifications, under Section 5106.
III.Stabilization Practices
A. Provide a (minimum 25 ft. wide by 50 ft. long by 6 in. crushed rock or recycled concrete equivalent) stabilized construction entrance to the site for
construction vehicles to reduce tracking of sediment onto public or private roadways. All unpaved roads on the site carrying more that 25 vehicles daily
shall also be graveled.
1. The entrance shall be maintained in a condition to prevent tracking or flowing of sediment onto 41st Street and 43rd Street.
2. All surface water flowing or diverted towards the entrance shall be piped underneath the entrance using 15" CMP.
B. The contractor shall ensure that existing vegetation is preserved where attainable and that disturbed areas are re-vegitated as soon as practical.
C. Wherever construction activities will cease for more than 3 days, or permanently, the contractor shall initiate stabilization within that area as soon as
practical, but in no case more than 5 days after the activities have ceased. If snow cover prevents initiation of stabilization, resume the initiation of
stabilization as soon as practical.
1. Temporary or permanent seeding.
2. Sod stabilization.
3. Mulch.
4. Vegetative buffer strips.
5. Geotextiles.
6. Protection of existing trees and preservation of mature vegetation.
7. Rip-rap.
IV.Environmental Issues:
A. No waste materials or unused building materials shall be buried on-stite or discharged to waters of the state.
B. Provide containment around fueling and chemical storage areas to ensure that spills in these areas do not reach waters of the state.
V.Inspection:
A. Daily visual inspection of the overall site shall be conducted to identify deficiencies in the extent of the BMPs as well as the maintenance needs of
existing BMPs.
B. Inspect the site, including all erosion control devices, at least once every month and within 24 hours after a storm event of 0.5 in. or more.
C. Notify the Architect/Engineer by phone or fax whenever a storm event of 0.5 in. or more occurs. Notification shall be received between 8:00 am and
5:00 pm the day of the event or the following day if the storm event occurs overnight.
D. Remove sediment from behind silt fence and sediment barriers whenever silt reaches 50% of the capacity of the structure.
E. Document each inspection and any corrective action taken. Maintain a record of daily rainfall throughout the contract and grass maintenance period.
The document shall be copied to the Architect/Engineer.
1. List of all contractors and subcontractors who will be working with related construction. Include company name, contact person, address and
telephone number.
2. Signed certification statements.
3. Proposed timetable for all major construction activities.
4. A record of dates on which major grading activities occur, when activities temporary or permanently cease, and when stabilization measures
are initialized.
5. Show areas to be used for storage of soils and wastes. (Eg. topsoil storage piles, ect.)
6. Show the location of all fuel and chemical storage areas.
7. A description of the measures taken to prevent and/or control fuel and chemical spills.
8. Documentation of inspections, corrective actions, and daily rainfall records.
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NW 41st Street
Approximate Limits
of Disturbance
Concrete Washout With Perimeter
Silt Fence To Be Maintained
Install Construction Entrance
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF Property Line
Property Line
Property Line
Property Line
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
Install Perimeter Silt Fence As
Shown with "J" Hooks Per 100 LF
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O R T H
0 50'25'
1"=50'Know what's below.
before you dig.Call
R
Lots 1 & 2
Riverside Horizons Industrial IX
Proposed Building
210,000 sf
FFE: 750.00
NW
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NW 43rd Street
NW 41st Street
3 x ROOT BALL DIA.
PRUNE OUT ANY DEAD OR BROKEN BRANCHES
AND REMOVE DEBRIS FROM SITE.
SECURE TREE TO STAKES WITH STRAPS
(RE: SPECS). STRAPS SHALL BE LOOSE
ENOUGH TO ALLOW SOME MOVEMENT OF
THE TRUNK WITH THE WIND
MIN. 6' LONG STEEL STAKES SECURED
INTO UNDISTURBED SOIL. PLACE NORTH
AND SOUTH OF TREE.
SET TREE WITH TOP OF ROOT BALL FLUSH
WITH GRADE. TRUNK FLARE MUST BE
VISIBLE AT THE TOP OF ROOT BALL. REMOVE
EXCESS SOIL TO TOP OF LATERAL ROOTS.
3" MULCH PER SPECIFICATIONS. DO NOT
PLACE ON TRUNK OR TRUNK FLARE.
BERM AT OUTER EDGES OF RING TO
CREATE A SAUCER FORM.
REMOVE TWINE AND CAGE FROM ROOT
BALL AND TRUNK. PEEL AND REMOVE
BURLAP FROM TO 1/3 OF THE ROOT BALL.
PLANTING HOLE SHALL BE AT LEAST 3 TIMES
WIDER THAN THE SPREAD OF ITS ROOTS,
BUT NO DEEPER. PLACE ROOT BALL ON
UNDISTURBED SOIL WITH ROOT FLARE EVEN
WITH OR 1" ABOVE GRADE. SCARIFY SIDES
AND BOTTOM OF PIT.
AMEND SOIL ACCORDING TO SPECIFICATIONS.
NOTES:
1. TREES THAT DO NOT MEET THE SIZE REQUIREMENT WILL BE REJECTED
2. TREES SHALL BE INSPECTED BY OWNERS REPRESENTATIVE PRIOR TO
INSTALLATION.
SECTION
8" MIN.
HARDWOOD MULCH
AS SPECIFIED
LANDSCAPING; RE:
PLAN & DETAILS
VARIES
8"
V-CUT NATURAL EDGING
WITH MULCH BACKFILL
LIMIT OF PLANT BED
AS SHOWN IN PLAN
LAWN AREA; RE:
SPECIFICATIONS
NOTES:
1. CONTRACTOR SHALL LOCATE AND MARK ALL PLANTBED
LOCATIONS PRIOR TO EXCAVATING FOR FINAL
APPROVAL BY OWNER OR LANDSCAPE ARCHITECT.
2. TRANSITION TO MULCH CONTAINMENT DETAIL AT ALL
LOCATIONS ADJACENT TO CURBS & SIDEWALKS. RE:
DETAIL, THIS SHEET.
3. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR
TO TRENCHING OR LANDSCAPE INSTALLATION.
2 x
CONTAINER
DIA.
PRUNE OUT ANY DEAD OR BROKEN
BRANCHES. CUT ANY GIRDLING ROOTS
OFF CLOSE TO THE CROWN. PRY LONG
ROOTS OUT TO DIRECT INTO NEW SOIL
INSTALL 3" OF HARDWOOD MULCH
THROUGHOUT PLANTING BED. LEAVE
A 6" BARE CIRCLE AT BASE OF PLANT
PLACE SHRUB SO CROWN IS AT SOIL LEVEL
FILL PLANTING HOLE WITH AMENDED SOIL
MIX ACCORDING TO SPECIFICATIONS.
CONSTRUCT RING AROUND PLANTED
SHRUB TO FORM SAUCER
SCARIFY PIT
BOTTOM
(MIN. 6")
NOTES:
1. REFER TO SPECIFICATIONS FOR TOPSOIL BACKFILL MIX.
2. CONTRACTOR TO WATER THOROUGHLY AFTER PLANTING
3. INSTALLATION TO BE IN ACCORDANCE WITH PLANTING
SPECIFICATIONS
6"
SECTION
150'
25'
PARKING STALLS
CAR = 142
TRUCK = 54
ADA = 6
TOTAL = 202
REQUIRED:
1 TREE/10 STALLS = 21
6 SHRUBS/10 STALLS= 121
PROVIDED:
TREES = 21
SHRUBS = 121
OPEN SPACE 202,124sf
REQUIRED:
1 TREE/3000sf = 68
PROVIDED:
SHADE TREES = 19
EVERGREEN TREES = 49
Total 68
SECTION
LANDSCAPE DATA
NW 41st STREET 918'
REQUIRED:
1 TREE/30' = 31
PROVIDED:
TREES = 31
NW MATTOX ROAD 621'
REQUIRED:
1 TREE/30' = 21
PROVIDED:
TREES = 21
NW 43rd STREET 916'
REQUIRED:
1 TREE/30' = 31
PROVIDED:
TREES = 31
NW HELENA ST 650'
REQUIRED:
1 TREE/30' = 22
PROVIDED:
TREES = 22
TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTY
AG Acer rubrum `October Glory` TM / October Glory Maple B&B 2.5" Cal.77
JS Juniperus chinensis `Spartan` / Spartan Juniper B&B 6` Ht. Min. 46
JC Juniperus virginiana `Canaertii` / Canaerti Juniper B&B 6` Ht. Min. 24
QR Quercus rubra / Red Oak B&B 2.5" Cal.47
SHRUBS BOTANICAL NAME / COMMON NAME CONT QTY
JF Juniperus chinensis `Sea Green` / Sea Green Juniper 5 Gal.53
MM Miscanthus sinensis `Morning Light` / Eulalia Grass 3 Gal.68
PLANT SCHEDULE
SITE TRIANGLE
Free StandingAgainst Wall Clustered BoxesFree Standing
Transformer
Typical Utility Box Screening Details
No Scale
Small Box
UTILITY BOXES SHALL BE CLUSTERED AS MUCH AS POSSIBLE
No Scale