HomeMy WebLinkAboutBLOOM FILING ONE - PDP210014 - REPORTS - STORMWATER MANAGEMENT PLANStorm Water Management Plan
Bloom Filing 1
Residential Development
Project Owner:
Hartford Homes
4801 Goodman Road
Timnath, Colorado 80547
Phone: (970) 674-1109
Prepared By:
Galloway & Company, Inc.
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
Contact: James Prelog, P.E.
SWMP Preparation Date:May 10, 2022
Estimated Project Dates:
Project Start Date:August 2022
Project Completion Date:December 2023
Project Owner/Developer Signature Block
I have reviewed the information contained within the Storm water Management Plan and accept
responsibility for the requirements set forth.
___________________________________________________
Permittee/Affiliation Date
Plan Preparer Signature Block
I acknowledge my responsibility for the preparation of the Stormwater Management Plan.
____________________________________________________
Colorado Professional Engineer Date
TABLE OF CONTENTS
SECTION 1 SITE DESCRIPTION
i. Site Location
ii. Description of Adjacent Areas
a) Nature and Purpose of Construction Activity
b) Construction Sequence of Major Activities
c) Area of Disturbance
d) Topography, Soils, and Rainfall Data
e) Existing Vegetation
f) Potential Sources of Pollution
g) Non-Stormwater Discharges
h) Receiving Waters
i) Site Features and Sensitive Areas to be Protected
j) Other Applicable Federal, State or Local Programs, Regulations or Restrictions
VICINITY MAP
SECTION 2 DESIGN DRAWINGS
SECTION 3 STORMWATER MANAGEMENT CONTROLS
a) SWMP Administrator and Important Contacts
b) Identification of Potential Pollutant Sources
c) BMPs for Storm water Pollution Prevention
d) Changes in Construction Activity and BMP Implementation
e) Hazardous Material Handling and Spill Prevention
SECTION 4 FINAL STABILIZATION AND LONG TERM STORMWATER MANAGEMENT
a) Final Stabilization Measures
b) Seed Mix Information
c) Final Stabilization Notes
SECTION 5 INSPECTIONS AND MAINTENANCE
APPENDIX A -Floodplain information
APPENDIX B - Soils Information
APPENDIX C - Erosion and Sediment Control Escrow/Security Calculations
APPENDIX D - Construction Sequence Matrix
APPENDIX E - Best Management Practice (BMP) Details
APPENDIX F - Colorado Discharge Permit System (CDPS) Application
APPENDIX G - Sample Inspection Log
APPENDIX H – Floodplain Permit
APPENDIX I – Groundwater Information
APPENDIX J - Site Map, Design Drawings, Overall Grading, Erosion Control Plans, Erosion
Control Phasing, Exhibit for Offsite Flow, Landscape Plans
SECTION 1 SITE DESCRIPTION
i. Site Location
The overall Bloom development is bordered to the north by East Vine Drive; to the east
by the Imu-Tek Animal Health Clinic and undeveloped land; to the south by East
Mulberry Street; and to the west by East Ridge Second Filing, also referred to as the
Mosaic Subdivision. The project site is located in the Northwest Quarter of Section 9,
Township 7 N., Range 66 W. of the 6th P.M., City of Fort Collins, County of Larimer,
State of Colorado. A vicinity map is included at the end of section 1.
Project Coordinate Location:
· Longitude 105°01'0.61"W
· Latitude 40°35'17.9"N
CDPS Permit #:To Be Determined
*A copy of the permit is available in Appendix F.
ii. Description of Adjacent Areas:
The project site consists of approximately 260 acres of vacant and undeveloped tract of land
that is currently being used for farming. Existing grades across the site vary from 0.5 to 3
percent. The site generally drains from north to south. There are existing train tracks across
the northern portion of the site that run diagonal from the northwest to the southeast. The
project site is located within the Cooper Slough/Boxelder Basin and the Cooper Slough
channel is located just to the east of the project site. The Lake Canal also cuts across the
southwest corner of the site.
iii. Description of Erosion Control Phasing:
The project site is divided into multiple phasing sections to benefit the City of Fort Collins
and all other parties involved in the development of the project site. The project site is
divided into five phases. Phase 1 represents what is currently undergoing FDP review by the
City of Fort Collins. The other phases are shown in the “erosion control phasing” sheet.
Each phase will also submit a SWMP for the final design.
A. NATURE AND PURPOSE OF CONSTRUCTION ACTIVITY
The purpose of this construction activity is to prepare the site for single and multi-family
residential housing construction. Construction activity common to this type of development
include: grubbing, rough grading, installing underground utility mains and service extensions,
constructing internal roadways, establishing finished grade across the site, and vertical
construction. Vertical construction includes final grading, construction of new multi-family or
single-family residential housing, and final landscaping.
B. CONSTRUCTION SEQUENCE OF MAJOR ACTIVITIES
- Estimated project start date: August 2022
- Estimated project completion date: December 2023
Major Phases of Construction:
* Refer to Appendix D for the Construction Sequence Matrix.
* Refer to Appendix J for a copy of the site map, design drawings, erosion control phasing plan,
overall grading, and offsite flow exhibit.
- Install initial erosion and sediment controls, such as silt fence and vehicle tracking
control prior to any earth disturbing activity.
- Overlot grade the site. This will include grading the stormwater quality features and
detention ponds. Future phases of the development will be seeded and mulched.
- Install utilities (e.g., domestic water, sanitary sewer and storm sewer)
- Construct internal roadways.
- Additional erosion and sediment control measures will be installed as the underground
storm drain system is constructed. For example, Inlet Protection (IP) will be placed at
newly constructed curb inlets.
- Erosion and sediment control measures will remain in place until final stabilization has
been achieved. The contractor will prepare a detailed construction sequence, including
BMP installation timing, for inclusion in the SWMP.
Final stabilization is anticipated to be performed by the installation of landscaping materials and
seeding where required by the landscape plans.
C. AREA OF DISTURBANCE
The total area of the site within the project boundaries is ±260 acres. The overlot grading, utility
installation and roadway construction will account for approximately 66.8 acres of land
disturbance within the project.
Earthwork estimates:
- Cut of 455,818 cubic yards
- Fill of 557,979 cubic yards
- Net Fill of 102,161 cubic yards
Area estimates:
- Limit of Construction: 234.87 acres
- “Onsite” Area of Disturbance: 234.77 acres
- “Offsite” Area of Disturbance: 0.09 acres
- Total Storage/Staging Areas: 0.80 acres
- Haul Road Areas: 7.07 acres
- Construction Vehicle Traffic Area: 10.45 acres
- 100% of the project will be overlot graded. After overlot grading, phase 1 will remain
disturbed and the rest of the project site will be immediately seeded. Each subsequent
phase will provide their own SWMP in accordance to filings.
- The erosion control phasing is shown on sheet C11.56.
- Approximately 75% of the site was covered in existing vegetative cover (native grasses
and weeds). The site was used for agriculture.
D. TOPOGRAPHY, SOILS AND RAINFALL DATA
Existing grades across the site vary from 0.5 to 3 percent. The site generally drains from north
to south.
According to the Natural Resources Conservation (NRCS) Web Soil Survey, the project site
consists of a mix of soil types and Hydrologic Soil Groups (HSG) including:
-Ascalon Sandy Loam (33%), HSG ‘B’
-Fort Collins Loam (27%), HSG ‘C’
-Garrett Loam (23%), HSG ‘B’.
This soil is associated with Hydrologic Soil Group (HSG) ‘C’. HSG ‘C’ soils have a slow
infiltration rate when thoroughly wet and consist chiefly of soils having a layer that impedes the
downward movement of water or soils of moderately fine texture or fine texture. These soils
have a slow rate of water transmission. The remainder of the site consists of a mix of HSG ‘B’
and ‘C’ soils.
Normal Monthly Precipitation Table in Inches
Jan Feb Mar Apr May June July Aug. Sept. Oct. Nov. Dec.
0.36 0.48 1.18 1.97 2.74 1.83 1.62 1.42 1.27 1.13 0.59 0.49
Source: www.wrcc.dri.edu/cgi-bin/cliMAIN.pl?co3005
Impervious and Runoff Coefficients
Percentage impervious area before construction:0%
Runoff coefficient before construction (C2):0.20
Percentage impervious area after construction (grading):65%
Runoff coefficient after construction (C2):0.70
E. EXISTING VEGETATION
The site was used for agriculture. The ground cover across the existing site consists of native
grasses and weeds. The existing percent vegetation cover was very good, ±75%.
F. POTENTIAL POLLUTION SOURCES
During construction there is potential for pollution from grading, utility construction, and roadway
construction activities. Most importantly, these are earth disturbing activities. The potential for
pollution arises not just from grading and excavation but also equipment and material staging
areas, equipment refueling and maintenance, equipment washing and the on-site use of paints,
solvents, and other chemicals common to this type of construction activity. Pollution can occur
when the aforementioned are exposed to rainfall and/or runoff. The contact can contaminate the
stormwater.
Additionally, there is a potential for pollution from the concrete washout area, worker’s trash,
and portable toilets. Since the location of this potential pollution is dictated by the current
construction activity, they will be shown and updated on the Site Maps by the Contractor.
G. NON-STORMWATER DISCHARGES
All discharges covered by this permit shall be composed entirely of stormwater associated with
construction activity, however, there are several exceptions including uncontaminated springs,
landscape-irrigation return flow, construction dewatering, and concrete washout. The SWMP
should address the location and description of any anticipated allowable sources of non-
stormwater discharge at the site.
A designated contained Concrete Washout Area (CWA) is shown on the erosion control sheets.
The infiltration discharge of concrete wash water will not be allowed on this construction site. All
concrete washout wastewater BMPs requires installation of a plastic liner or a prefabricated
container to avoid infiltration and allow recovery and proper disposal of all liquids and solids at
appropriately licensed off-site disposal facilities. Under the general permit, concrete washout
water cannot be discharged to surface waters or to storm sewer systems without separate
permit coverage.
H. RECEIVING WATERS
The developed site will drain to multiple proposed detention ponds. LID stormwater quality
features will be located throughout the site before ultimately draining into the Detention Ponds.
These proposed features include bio retentions and sand filters. Developed site runoff will pass
through one of the stormwater quality features before it flows into the detention pond. The
detention ponds will also provide water quality as a means of treating the storm water.
There are two ultimate outfalls for the site’s drainage. One on the upper portion of the Cooper
Slough and another at the southern portion of the site along the Peakview development.
The master plan for this drainage basin is currently being updated but we were able to review a
copy of the plan dated February 2021. This report is titled “City of Fort Collins Upper Cooper
Slough Basin Selected Plan of Improvements” prepared by Icon Engineering, Inc. (aster Plan).
The Cooper Slough drainage basin flow predominantly runs north to south over land uses
characterized as farmland and open space. The Cooper Slough drainage basin eventually feeds
the Cache la Poudre River. Improvements to the Cooper Slough are outside the boundaries of
this project and therefore are not a part of this project.
I. SITE FEATURES AND SENSITVE AREAS TO BE PROTECTED
There are multiple features protected on the project site, including: an existing wetland on the
east side of project site, the Lake Canal Irrigation Ditch cuts through the project site on the
southwest, the Cooper Slough channel is located just to the east of the project site. The project
site’s construction has minimal impact on these sensitive areas and will provide immediate
erosion control BMPs, such as straw wattles and silt fences, to ensure no detrimental impact is
placed on these protected areas.
J. OTHER APPLICABLE FEDERAL, STATE OR LOCAL PROGRAMS,
REGULATIONS OR RESTRICTION
No other applicable restrictions apply. We are not aware of endangered species and the site is
not designated as a historical site.
A floodplain use permit (City of Fort Collins, Section 10-27 – Appendix J) was submitted to
account for the project’s impact or change to the floodplain. We are not aware of any other
permits, however, the contractor is responsible for any further necessary or appropriate permits.
A geotechnical report prepared for Hartford Homes, on May 11, 2017 titled “PRELIMINARY
GEOTECHNICAL INVESTIGATION SPRINGER-FISCHER PROPERTY FORT COLLINS,
COLORADO” provides a figure (appendix I) displaying the depth to groundwater for the project
site.
Soil disturbance will be seen across the entirety of the limits of construction. As soil is disturbed
through rough or final grading, appropriate BMPs will be applied and maintained to reduce soil
exposure. BMPs include but are not limited to seeding, mulching, and surface roughening.
Two sensitive or riparian areas exist on the east portion of the project site. Both, the Cooper
Slough channel and the existing wetland are outside of the project site. The closest distance to
either of these two sensitive areas is 10’ and should have no impact.
SITE MAPS
Refer to Appendix J for Site Maps
Erosion Control
VICINITY MAP
Vicinity Map – Bloom Filing 1
Not to Scale
Larimer-Weld Canal
Bloom Filing 1
Project Site
Cooper Slough
Lake Canal
SECTION 2: DESIGN DRAWINGS
Refer to Appendix J for Design Drawings
Overall Landscape Plan
SECTION 3: STORMWATER MANAGEMENT CONTROLS
A. SWMP ADMINISTRATOR AND IMPORTANT CONTACTS
The SWMP Administrator is responsible for developing, implementing, maintaining, and revising
the SWMP. The Contractor shall designate a SWMP Administrator which will be the contact for
all SWMP related issues and the person responsible for its accuracy, completeness, and
implementation. The SWMP Administrator should be a person with authority to adequately
manage and direct day-to-day stormwater quality management activities at the site.
The SWMP Administrator is responsible for holding a weekly storm water meeting attended by
the General Contractor with all contractors and subcontractors involved in earth disturbing
activities to review the requirements of the Permit(s), the SWMP and address any problems that
have arisen in implementing the SWMP or maintaining the BMPs. The Contractor shall maintain
a log of all weekly meetings and document the issues addressed in the meetings.
B. IDENTIFICATION OF POTENTIAL POLLUTANT SOURCES
Potential pollutant sources for this site include:
·Disturbed and Stored Soils: The site will be grubbed and overlot graded prior to major
utility and roadway construction. The overlot grading work will occur across the entire
project site (i.e., all erosion control phases). All phases should receive temporary
seeding and mulching within 7 days of the last disturbance if no further disturbance is
expected for at least 14 days. Place sediment control BMPs. Additional strategies for
minimizing erosion and sediment control can be found in Stockpile Management (SP).
·Vehicle Tracking of Sediments: There is potential for tracking of soils between the
beginning of the grading process and the final stabilization of the site. Vehicle Tracking
Control (VTC) is to be installed prior to land disturbance activities and sweeping is to
take place as needed. Vehicle access to the exposed and disturbed subgrade will be
limited primarily to roll on/off earthmoving equipment and heavy materials delivery
trucks. The SWMP Administrator is responsible for ensuring that access to exposed
subgrade is limited, both in quantity and in timing relative to the tracking susceptibility of
the soil as it relates to moisture content. The SWMP Administrator must keep the
adjacent parking areas and public rights-of-way free from mud and other tracked debris
from the site.
·Management of Contaminated Soils: We are not aware of contaminated soils that
exist within the limits of the proposed earth disturbing activity. Our knowledge of the pre-
development activities within the site does not suggest that contimainated soils will be
discovered during the construction process.
·Loading and Unloading Operations: All loading and unloading operations of
equipment shall be carried out in areas protected by erosion and sediment controls. It is
recommended that all equipment be cleaned on-site and within protected areas prior to
exiting the site.
·Vehicle and Equipment Maintenance and Fueling: Reference Good Housekeeping
Practices (GH) in Appendix E for additional information about good housekeeping
practices designed to prevent pollution associated with solid, liquid and hazardous
construction-related materials and wastes.
If equipment is to be maintained and stored in an open area this area should not be
within the drip line of trees and not be within 100 feet of a watercourse or wetland.
Runoff should be diverted away from watercourses and wetlands. Maintenance should
be done on impervious areas surrounded with impervious berms. Where this is not
possible, use pads designed to contain the pollutants which may leak or spill during
maintenance operations. Impervious pads are particularly important on sandy and other
coarse soils where spilled materials can easily infiltrate and possibly leach into the
groundwater. Equipment shall be checked before and after each use and, at a minimum,
during the weekly stormwater inspection if otherwise idle. Periodic checks of the
equipment wash areas shall be performed to ensure proper operation.
Temporary on-site fuel tanks for construction vehicles shall meet all state and federal
regulations. Tanks shall have approved spill containment with the capacity required by
the applicable regulations. From NFPA 30: All tanks shall be provided with secondary
containment (i.e., containment external to and separate from primary containment).
Secondary containment shall be constructed of materials of sufficient thickness, density,
and composition so as not to be structurally weakened by contact with the fuel stored.
Secondary containment must also be capable of containing discharged fuel for a period
of time equal to or longer than the maximum anticipated time sufficient to allow recovery
of discharged fuel. It shall be capable of containing 110% of the volume of the primary
tank if a single tank is used, or in the case of multiple tanks, 150% of the largest tank or
10% of the aggregate, whichever is larger.
The tanks shall be in sound condition free of rust or other damage which might
compromise containment. Fuel storage areas will meet all EPA, OSHA and other
regulatory requirements for signage, fire extinguisher, etc. Continual maintenance of
hoses, valves, fittings, caps, filler nozzles and associated hardware is required to ensure
proper working condition at all times. The location of fuel tanks shall be shown on the
Site Maps and shall be located to minimize exposure to weather and surface water
drainage features.
A Spill Prevention, Control and Countermeasure (SPCC) Plan must be developed if
aboveground oil storage capacity at the construction site exceeds 1,320-gallons or as
specified by state. Containers with a storage capacity of 55-gallons or less are not
included when calculating site storage capacity. The General Contractor shall develop
and implement a SPCC Plan in accordance with the Oil Pollution Prevention regulation
at Title 40 of the Code of Federal Regulations, Part 112, (40 CFR 112).
·Concrete Truck/Equipment Washing: A Concrete Washout Area (CWA) shall be
installed, with a liner, prior to any concrete placement on-site. Signs shall be placed at
the construction entrance(s), at the washout area and elsewhere as necessary to clearly
indicate the location of the concrete washout area. The washout area shall be repaired
and enlarged or cleaned out as necessary to maintain capacity for wasted concrete.
Concrete and concrete wash water shall be removed from the site and disposed of at an
accepted waste facility.
·Non-Industrial Waste Sources:
Portable toilets: All personnel involved with construction activities must comply with state
and local sanitary or septic system regulations. Temporary sanitary facilities will be
provided at the site throughout the construction phase. They must be utilized by all
construction personnel and must be serviced weekly by a commercial operator. The
location of sanitary facilities shall be shown on the Site Maps. Portable toilets must be
securely anchored a minimum of 10’ behind curbs and are not allowed within 50’ of inlets
or within 50’ of a water of the State or the municipal storm drain system.
·Non-industrial waste sources such as worker’s trash and portable toilets: The site
shall be policed at the end of each workday to be kept free of trash and debris resulting
from workers day-to-day activities. If necessary, place clearly marked and protected
containers for trash and debris at convenient locations throughout the site. The burying
of waste on-site is prohibited. Trash must be properly contained at the end of each day.
·Dedicated Asphalt and Concrete Batch Plants:Neither a dedicated asphalt nor a
concrete batch plant is anticipated with the proposed construction activity.
·Outdoor storage of construction materials, building materials, fertilizers and other
chemicals: Outdoor storage is anticipated for this project site. All material like wood,
shingles, tiles, siding insulation, cement, mortar, and stone are stored outside.
Chemicals are not anticipated to be left outside. All material will undergo routine
monitoring to ensure weather exposure does not cause unwanted contamination (site
management control). Tarps or other form of covering will be used to mitigate unwanted
contamination by the elements. The location of storage / management areas clearly
shown on the Site Map. Materials in outdoor storage may vary as construction
progresses and such changes shall be reflected in the live SWMP.
·Bulk storage of materials: Bulk storage shall be found in the designated outdoor
storage areas (stockpile management). Exposure to the elements may cause unwanted
contamination to stormwater. Thus, before construction, the designated storage location
must be evaluated to allow adequate space for all bulk materials. After adequate space
is acquired, additional measures are needed to ensure no unwanted contamination of
the stormwater. Such measures include trapping spills within the storage area, ensuring
at least 50 feet distance from any flow lines, a fence to prevent sedimentation escaping
or coming into the storage location, and coverings when appropriate for material.
·Fugitive dust or particulate generating processes: Earth moving activities, street
sweeping, and track-out and carry out, and bulk materials transport all result in transport
of particulates. Reasonable precautions must be taken to mitigate offsite transport of
atmospheric pollution. The project will follow all required “BMPs” articulated in the
Fugitive Dust Manual and at least one additional BMP included during each of the
identified activities in accordance with City Ordinance No. 044, 2016. In addition, a copy
of the Dust Control Manual shall always be kept in the trailer during construction.
Activities will include watering the site, covering trucks, slower site speeds, and vehicle
tracking units.
·Routine maintenance activities involving fertilizers, pesticides, detergents, fuels,
solvents, and oils:Contamination from these materials is hazardous to the community
and to the local wildlife. Thus, due care and monitoring is required for said materials.
Healthy vegetation requires the use of fertilizers and pesticides. Application and timing
will take heed to weather and regulations to mitigate potential contamination of
stormwater due to fertilizer and pesticide’s solubility. Application cannot happen if
weather dictates precipitation on the day of application or the next day. In addition, these
materials will not be stored onsite unless covered and elevated above the ground to
prevent unwanted contamination.
Detergent, paints, acids, cement, grout, and solvents will also be required to complete
construction. Contamination of water by said products is easily noticeable by color and
smell of said water. Contractor shall be on alert for any oddities of stormwater and
ensure these materials are handled, operated, and cleaned up within the inside of the
structure where these materials are being applied. When external use is required, care
must be taken to ensure construction connex boxes, trailers, vehicles, or similar are not
exposed to precipitation.
Fuels and oils might be associated with the smaller construction equipment on site.
Petroleum products suspend in water and thus, are easily noticed. Monitor stormwater
and store said products in construction connex boxes, trailers, vehicles, or similar to
mitigate exposure to weather, specifically precipitation.
·On site waste management practices: Waste will undoubtedly exist on site and must
be properly removed. All large and heavy weighted waste piles (concrete chunks,
excavated pipes, and the like) must be kept in a neat, grouped pile until the material is
properly removed from the site. Said piles shall exceed 5-10 days and are kept 50 feet
from any flow lines or inlets. All dumpsters must be hauled off if full and regular haul offs
shall be scheduled. Dumpsters must also be monitored for any leakage of “Dumpster
Juice,” especially during wet conditions. Every day, the site must be walked to collect
trash to prevent littering. No burying of construction debris (including broken concrete) is
allowed on site.
·Saw cutting and grinding:Saw cutting and grinding will require hardened saws. Water
the cutting surfaces to prevent dust and other airborne particulates (refer to BMP in the
City’s Fugitive Dust Manual) is required. Utilize water on the saw itself to mitigate dust
and overheating. Contain the cutting slurry, which contains fine particulates, such as
Silica Dust and metals. After cutting is done, vacuum up the cutting slurry or sweep and
scrape the cutting slurry after it is dried.
C. BMPs FOR STORMWATER POLLUTION PREVENTION
The initial erosion and sediment control measures will consist of installing Silt Fence (SF) along
the perimeter of the site and around the perimeter of anticipated stockpile areas. Vehicle
Tracking Control (VTC) should be installed as shown on the Site Map. Prior to construction of
any concrete fixtures a Concrete Washout Area (CWA) shall be installed on site, locations
shown on Site Map. After each proposed curb or area inlet is constructed, proper inlet protection
will be installed to minimize sediment and debris discharge. These BMPs will remain in place
and be properly maintained until landscaping is installed and/or final stabilization within the
respective tributary area of the site occurs. All portions of land which may be disturbed will be
temporarily or permanently seeded, landscaped or paved as noted on the design drawings
(refer to Appendix J). The specifics for each measure to be utilized and/or installed are indicated
below:
STRUCTURAL PRACTICES
* Refer to Appendix D for details
·Temporary and Permanent Seeding (TS/PS):All denuded areas that will be inactive
for 14 days or more must be stabilized temporarily with the use of fast-germinating
annual grass/grain varieties appropriate for site soil and climate conditions, straw/hay
mulch, wood cellulose fibers, tackifiers, netting and/or blankets. Stockpiles and diversion
ditches/berms must be stabilized to prevent sediment and erosion and dust issues,
respectively.
·Permanent Seeding, Sodding or Mulching (TS/PS): All areas at final grade must be
seeded or sodded within 14 days after completion of work in that area. Prepare soil and
seed immediately after final grade is achieved. On completion of earth disturbing
activities, the entire site must have permanent vegetative cover meeting vegetative
density requirements or mulch per landscape plan in all areas not covered by hardscape
(e.g., pavement, buildings, etc.). Except for small (<100 sq.ft.) level spots, seeded areas
should be protected with mulch, tackifier or a rolled erosion control product. Mulch must
be crimped by disc or other machinery.
·Silt Fence (SF):Silt fence is a synthetic permeable woven or non-woven geotextile
fabric incorporating support stakes at intervals sufficient to support the fence (5-feet
maximum distance between posts), water and sediment retained by the fence. The
fence is designed to retain sediment-laden storm water and allow settlement of
suspended soils before the storm water flows through the fabric. Silt fence shall be
located on the contour to capture overland, low-velocity sheet flows.
· Vehicle Tracking Control (VTC):All points closed to the general public and providing
access into the construction site shall include a marked construction exit that will be
monitored for any signs of tracking from the construction site. It is expected that only
trailer delivered equipment will access the exposed subgrades and that vehicle tracking
adjacent to publically accessible parking and public rights-of-way should not be evident.
It may also be necessary to install a wheel wash system. If this is done, a Sediment Trap
(ST) control must be installed to treat the wash water before it discharges from the site.
Discharge must be directed to the detention pond within the limits of construction as
indicated.
·Inlet Protection (IP): Inlet protection should be installed at storm sewer inlets that are
operable during construction. It consists of permeable barriers installed around an inlet
to filter runoff and remove sediment prior to entering the storm drain inlet. The primary
mechanism is to place controls in the path of flow sufficient to slow the sediment-laden
water to allow settlement of suspended soils before discharging into the storm sewer. It
is possible that as construction progresses from storm sewer installation through to
paving that the inlet protection devices should change. All inlet protection devices create
ponding of storm water. This should be taken into consideration when deciding on which
device or devices should be used.
·Straw Wattles (SW)or Sediment Control Logs (SCL): Straw wattles or sediment
control logs consist of straw, compost, excelsior, or coconut fiber that are staked to the
ground and designed to prevent sediment transfer. The wattles are designed to retain
sediment-laden storm water and allow settlement of suspended soils before the storm
water flows through the wattle. Straw wattles shall be located on the contour to capture
overland, low-velocity sheet flows.
·Soil Stockpile Management (SP):Soil stockpiles should be located away from all
drainage system components including storm sewer inlets. Sediment control BMPs
should be placed around the perimeter of all stockpiles. Soils stockpiled for more than 30
days should be seeded and mulched with a temporary grass cover.
·Good Housekeeping Practices (GH): Good housekeeping practices include providing
waste management, establishing proper building material staging areas, designating
paint and concrete washout areas, establishing proper equipment and vehicle fueling
and maintenance practices, controlling equipment and vehicle washing and allowable
non-storm water discharges and developing a spill prevention and response plan.
·Stabilized Staging Area:This is a clearly designated area where construction
equipment and vehicles, stockpiles, waste bins and other construction-related materials
are stored. The stabilized storage area consists of a stabilized surface, covered with 3-
inch diameter aggregate or larger.
·Surface Roughening (SR):Surface roughening consists of tracking, scarifying,
imprinting, or tilling a disturbed area to provide temporary stabilization of disturbed
areas. It is used to provide temporary stabilization of disturbed areas, such as when re-
vegetation cannot be immediately established.
·Construction Fence (FC):Construction fences restrict access to the construction site or
protected areas during construction. Construction fences may be chain link or plastic
mesh and are installed per manufacturer’s recommendations.
·Concrete Washout Area (CWA):Concrete washout areas are designed to receive
water from washing tools, concrete mixer chutes, liquid concrete waste from mobile
batch mixers, dump trucks, or pump trucks. A plastic liner or a prefabricated container
will be installed with each concrete washout area due to the presence of a shallow
groundwater water-table. The concrete washout area must be at least 50 feet from any
flow lines and is temporary (less than 1 year).
·Temporary Berms:Temporary Berms are seeded, compacted subsoil. They act like a
silt fence by intercepting and diverting sheet surface runoff away from areas that are not
yet stabilized or are areas of sensitivity. Temporary berms also prevent erosion and
reduce sediment transport.
·Rough Cut Street Control: Rough cut street control is rock or earthen berms placed
along dirt roadways. The rock or earthen berms intercept sheet flow and divert sheet
flow from eroding the newly graded roadway. Rough cut street control also minimizes
sediment transport, concentrated flows, and reduce runoff velocity.
·Rolled Erosion Control Products: Rolled erosion control products include a variety of
material temporarily or permanently installed to prevent erosion and enhance vegetation
establishment and survivability. Typically, rolled erosion control products are used in
channels or steeper slopes.
·Connecting Paved Road to Dirt Road:Stormwater runoff, especially when
channelized, causes unwanted sediment transport when paved road transitions into dirt
roads. Riprap is used to reduce runoff velocity and protects the dirt road from eroding
out.
·Pond Outfall Structure Protection:Requires rock sock(s) installed at the front of the
well screen and directly in front of the outfall pipe. Doing so will reduce sediment
transport into the outfall pipe.
·Temporary Sediment Catch Basins:Sediment catch basins are designed to allow
sediment to fall out of runoff. Applications include removing sediment from entering an
area inlet.
D. CHANGES IN CONSTRUCTION ACTIVITY AND BMP IMPLEMENTATION
Should there be changes to the implemented BMPs, the Administrator shall be notified and the
SWMP must be modified to accurately reflect the field conditions. Examples include, but are not
limited to, removal of BMPs, identification of new potential pollutant sources, addition of BMPs,
modification of BMP installation and implementation criteria or maintenance procedures and
changes in items included in the Site Map and/or description. SWMP revisions must be made
prior to changes in site conditions, except for Responsive SWMP Changes, as follows:
· SWMP revisions must be made immediately after changes are made in the field to
address BMP installation and/or implementation issues; or
· SWMP revisions that require the development of supporting documentation (e.g., design
of retention pond capacity) must be made as soon as practicable, but in no case more
than 72 hours, after change(s) in BMP installation and/or implementation occur at the
site.
This SWMP should be viewed as a “living document” that is to be continuously reviewed and
modified as part of the overall process of assessing and managing storm water quality issues
on-site.
E. HAZARDOUS MATERIAL HANDLING AND SPILL PREVENTION
Any hazardous or potentially hazardous material that is brought onto the construction site will be
handled properly to reduce the potential for storm water pollution. All materials used on this
construction site will be properly stored including the use of secondary containment measures,
handled, dispensed, and disposed of following all applicable label directions. Flammable and
combustible liquids will be stored and handled according to 29 CFR 1926.152. Only approved
containers and portable tanks shall be used for storage and handling of flammable and
combustible liquids.
Material Safety Data Sheets (MSDS) information will be kept on-site for any and all applicable
materials.
In the event of an accidental spill, immediate action will be undertaken by the General
Contractor to contain and remove the spilled material. All hazardous materials will be disposed
of by the Contractor in the manner specified by federal, state and local regulations and by the
manufacturer of such products. As soon as possible, the spill will be reported to the appropriate
agencies. As required under the provisions of the Clean Water Act, any spill or discharge
entering waters of the United States will be properly reported. The General Contractor will
prepare a written record of all spills and-+ associated clean-up and will provide also notify the
City of Fort Collins (970-221-6700) and the Colorado Department of Public Health and
Environment (CDPHE) (1-877-518-5608). The General Contractor will provide notice to Owner
immediately upon identification of a reportable spill.
Any spills of petroleum products or hazardous materials in excess of Reportable Quantities as
defined by EPA or the state or local agency regulations, shall be immediately reported to the
EPA National Response Center (1-800-424-8802), the Colorado Department of Public Health
and Environment (CDPHE) (1-877-518-5608) and the City of Fort Collins (970-221-6700).
The State reportable quantity for petroleum products is 25 gallons or more (or that cause sheen
on nearby surface waters). Spills from regulated aboveground and underground fuel storage
tanks must be reported to the State Oil Inspector within 24 hours (after-hours contact CDPHE
Emergency Spill Reporting Line). This includes spills from fuel pumps. Spills or releases of
hazardous substances from regulated storage tanks in excess of the reportable quantity (40
CFR Part 302.6) must be reported to the National Response Center, the local fire authority
immediately, the State Oil Inspector and the City of Fort Collins within 24 hours.
In order to minimize the potential for a spill of petroleum products or hazardous materials to
come in contact with storm water, the following steps will be implemented:
a) All materials with hazardous properties (such as pesticides, petroleum products,
fertilizers, detergents, construction chemicals, acids, paints, paint solvents, additives
for soil stabilization, concrete, curing compounds and additives, etc.) will be stored,
including secondary containment measures in a secure location and under cover,
when not in use.
b) The minimum practical quantity of all such materials will be kept on the job site and
scheduled for delivery as close to the time of use as practical.
c) A spill control and containment kit (containing for example, absorbent material such
as kitty litter or sawdust, acid neutralizing agent, brooms, dust pans, mops, rags,
gloves, goggles, plastic, and metal trash containers, etc.) will be provided on the
construction site and location(s) shown on Site Maps. The kit should be inspected for
completeness as a part of weekly storm water inspections.
d) All the product in a container will be used before the container is disposed of. All
such containers will be triple rinsed, with water, prior to disposal. The rinse water
used in these containers will be disposed of in a manner in compliance with State
and federal regulations and will not be allowed to mix with stormwater discharges.
e) All products will be stored in and used from the original container with the original
product label.
f) All products will be used in strict compliance with instructions on the product label.
g) The disposal of excess or used products will be in strict compliance with instructions
on the products label and local regulations.
The contractor is responsible for the Spill Prevention and Control Plan (SPCP). If the contractor
elects to provide his own SPCP, it must be included in the Appendix as a replacement. A
contractor provided SPCP shall clearly state measures to stop the source of a spill, contain the
spill, clean up the spill, dispose of contaminated materials and train personnel to prevent and
control future spills. In addition the SPCP must include contact and documentation requirements
for each of the Minor, Significant and Hazardous spill magnitudes. Further requirements are
listed below in the equipment fueling section.
SECTION 4: FINAL STABILIZATION & LONG-TERM STORMWATER
MANAGEMENT
a) In accordance with Part 1.C.4.c of the CDPS General Permit for Stormwater Discharges
Associated with Construction Activity (COR-300000) (the stormwater permit):
“Final stabilization is reached when all ground surface disturbing activities at the
site have been completed and uniform vegetative cover has been established
with an individual plant density of at least 70 percent of pre-disturbance levels, or
equivalent permanent, physical erosion reduction methods have been
employed.”
The following criteria must be met when planning for final stabilization:
· Stabilization must be permanent. Stabilization is defined by the City of
Fort Collins as the site has reached 70% coverage and is inspected by
the City of Fort Collins.
· ALL disturbed areas must be stabilized
· Alternatives must follow good practice
The stormwater permit allows the use of alternatives to vegetation to achieve final
stabilization. These alternatives must meet specific criteria to be considered equivalent
to vegetation. Examples of alternative stabilization practices include:
· Permanent Paving and Buildings
· Hardscape
· Geogrid
· Xeriscape
· Compacted and Stabilized Unpaved Driving Surfaces
The areas of the site that are associated with future filings of development and remain
exposed by land disturbing activity for more than thirty-(30) days, will require temporary
or permanent erosion control (e.g. seed/mulch, landscaping, etc.) to be installed, unless
otherwise approved by the Stormwater Department.
As the lots and blocks achieve final stabilization (see above), the BMPs associated with
them can be removed.
b) Seed Mix Information
SF AC
Sod / Bed 237,833 4.56
Temp / Native Seed 5,731,547 131.58
Species Preferred
Varieties
Seeded Rate
(lbs. per
acre, drilled)
PLS
Seeded/acre
Leymus Cinereus Great Basin Wilrye Mangar 3 285,000
Nassella Viridula Green Needlegrass Lodorm 2 362,000
Achnatherum
Hymenoides Indian Ricegrass Paloma, Nezpar 1 188,000
Elymus Trachycaulus Slender Wheatgrass
Primar,
Revenue 2 320,000
Elymus Lanceolatus Thickspike Wheatgrass Critana 3 580,500
Pascopyrim Smithii Western Wheatgrass Arriba, Barton 4 504,000
Totals 15 2,239,500
c) Final Stabilization Notes:
Buildings, hardscapes, and rock beds are considered stabilized immediately upon installation.
Other exposed dirt areas require vegetation for stabilization. All seed mixtures for LID,
permanent or temporary seeding, and the Cooper Slough buffer requires preparation of soil in
accordance with the City Municipal Code, section 12-130-132. Section 132 defines necessary
actions for soil to comply with city standards and details about communicating with other
potential parties.
Vegetation should follow landscape drawings (LP101 – LP115), which adheres to regulations
specified in City of Fort Collins Landscape Standards (LUC 3.2.1). The landscape drawings
represent the project site’s condition for permanent stabilization. See section 4: “Final
Stabilization & Long-Term StormWater Management” bullet for the City of Fort Collins definition
of final stabilization. Landscape drawing, seeding plan – LP100, shows the physical location of
various seeding mixtures throughout the project site. In addition, reference Fort Collins’
Development Submittal Requirements in chapter 2, section 6.1.4.9 for additional requirements
of final stabilization. The Cooper Slough 300’ Buffer enters the project site on the east side and
will require its own seeding mixture. The LID features’ final stabilization is also detailed in the
landscape drawings, sheet number LP401 – LP413.
It is anticipated that the site is seeded in the spring of 2023 and will be fully established in the
fall of 2026. Permanent stabilization, 70% vegetative density, is expected to be reviewed in
October 2023 to help mitigate frost damage. All temporary control measures will be removed
after final stabilization. Sediment shall be properly removed from all pipes, drainage ways, and
other stormwater structures. Sediment will be properly disposed of on-site before final
inspection.
SECTION 5: INSPECTION & MAINTENANCE
The contractor must keep the approved SWMP on-site at all times. An individual certified to
inspect erosion and sediment control by a recognized organization must conduct all BMP
inspections. Proof of certification shall be included in the SWMP. All regulatory authorities may
inspect the land or site covered by the SWMP at any time, without prior notice, for compliance
with the SWMP. If site conditions indicate that the objectives of this section are not being met,
the operator shall make appropriate modifications to the SWMP. Any modification must be
recorded on the owner’s copy of the SWMP and the Administrator notified. The contractor must
maintain inspection records on-site with the SWMP and such records must be provided to the
regulatory agencies for review upon request. The contractor must notify the Administrator if
there is a change in design, construction, operation, or maintenance that has a significant effect
on the potential for discharge of pollutants to the MS4 or receiving waters and the SWMP must
be amended. The contractor must notify the Administrator and the SWMP amended, if the
SWMP proves to be ineffective in achieving the general objectives of controlling pollutants in
stormwater discharges associated with construction activities.
INSPECTION PROCEDURES
Between the time this SWMP is implemented and final Inactivation Notice has been submitted,
thorough inspections will occur at least every 14 calendar days. Also, post-storm event
inspections must be conducted within 24 hours after the end of precipitation event or snowmelt
that could potentially cause surface erosion. The purpose of site inspections is to assess
performance of pollutant controls. Based on these inspections the contractor, in consultation
with the Administrator (if different) will decide whether it is necessary to modify this SWMP, add
or relocate controls, or revise or implement additional Best Management Practices (BMPs) to
prevent pollutants from leaving the site via storm water runoff. The contractor has the duty to
cause pollutant control measures to be repaired, modified, supplemented, or take additional
steps as necessary to achieve effective pollutant control.
Note: If a BMP is covered by snow, mark the BMP as not applicable and document the reason
the BMP can not be inspected on the daily report.
Examples of specific items to evaluate during site inspections are listed below. This list is not
intended to be comprehensive. During each inspection, the inspector must evaluate overall
pollutant control system performance as well as particular details of individual system
components. Additional factors should be considered as appropriate to the circumstances.
·Vehicle Tracking Control (VTC):Locations where vehicles enter and exit the site must
be inspected for evidence of off-site sediment tracking. A stabilized construction exit
shall be constructed where vehicles enter and exit. Exits shall be maintained or
supplemented as necessary to prevent the release of sediment from vehicles leaving the
site. Any sediment deposited on the roadway shall be swept as necessary throughout
the day or at the end of every day and disposed of in an appropriate manner. Sediment
shall NOT be washed into storm sewer systems.
·Erosion Control Devices:Rolled Erosion Control Products (i.e., nets, blankets, turf
reinforcement mats) and marginally vegetated areas (i.e., areas not meeting required
vegetative densities for final stabilization) must be inspected weekly. Rills, gullies, ruts,
and other signs of erosion indicate the erosion control device is not functioning properly.
Repair and/or additional erosion control devices may be warranted.
·Material Storage Areas:Material storage areas should be located to minimize exposure
to weather and runoff. Inspections shall evaluate disturbed areas and areas used for
storing materials that are exposed to rainfall for evidence of, or the potential for,
pollutants entering the drainage system or discharging from the site. If necessary, the
materials must be covered, or original covers must be repaired or supplemented. Also,
protective berms must be constructed, if needed, to contain runoff from material storage
areas. All state and local regulations pertaining to material storage areas will be adhered
to.
·Discharge Points:All discharge points must be inspected to determine whether erosion
and sediment control measures are effective in preventing discharge of sediment from
the site or impacts to receiving waters.
BMP MAINTENANCE
The Stormwater Construction Permit requires that all erosion and sediment control practices
and other protective measures identified in the SWMP be maintained in effective operating
condition, and in accordance with good engineering, hydrologic and pollution control practices.
Sediment that has been collected by sediment controls, such as silt fence and inlet protection,
shall be removed when observed, to prevent failure of BMPs, ensure adequate BMP
performance and remove the potential of that sediment from being discharged from the site if
the BMP did fail. Removed sediment shall be properly disposed of on-site. Maintenance
activities to correct problems noted during inspections must be documented as discussed in the
documentation section, below. The inspection process must also include procedures to ensure
that, when needed, BMPs are replaced or new BMPs added to adequately manage the pollutant
sources at the site. This procedure is part of the ongoing process of revising the BMPs and the
SWMP as discussed above, and any changes to BMPs must be recorded in the SWMP. The
SWMP must be modified as soon as practicable to reflect current conditions. BMPs that have
failed or have the potential to fail without maintenance or modifications, must be addressed as
soon as possible, immediately in most cases, to prevent the discharge of pollutants.
DOCUMENTATION
All erosion control measures and stabilizations shall be inspected at least once every 14
calendar days. Also, post-storm event inspections must be conducted within 24 hours after the
end of precipitation event or snowmelt that could potentially cause surface erosion. The
permittee must document inspection results and maintain a record of the results for a period of
three-(3) years following closing of permit coverage. Sample inspection logs are included in
Appendix G. These records must be made available to the Owner, the City & County, the State
or the EPA upon request. The following items must be documented as part of the site
inspections:
· The inspection date
· Name(s) and title(s) of personnel making the inspection
· Location(s) of discharges of sediment or other pollutants from the site
· Location(s) of BMPs that need to be maintained
· Location(s) of BMPs that failed to operate as designed or proved inadequate for a
particular location
· Location(s) where additional BMPs are needed that were not in place at the time of
inspection
· Deviations from the minimum inspection schedule as indicated above
· Description and dates of corrective actions taken including requisite changes to the
SWMP.
A complete copy of the SWMP shall be kept with the inspection and maintenance records for
the aforementioned three-(3) year period.
(Contractor to provide physical address)
REFERENCES
1.Fort Collins Stormwater Criteria Manual (Addendum to the Urban Storm Drainage
Criteria Manuals Volumes 1, 2 and 3), prepared by the City of Fort Collins.
2.Urban Drainage and Flood Control District, Drainage Criteria Manual Volumes 1 and
2, prepared by Wright-McLaughlin Engineers, dated June 2001 (revised April 2008),
and the Volume 3, prepared by Wright-McLaughlin Engineers, dated September
1992 and revised November 2010.
3.General Permit Application and Stormwater Management Plan Preparation
Guidance, Colorado Department of Public Health and Environment (CDPHE),
Revised May 2008.
APPENDIX A – Floodplain Information
FLOOD HAZARD INFORMATION
NATIONAL FLOOD INSURANCE PROGRAMFLOOD INSURANCE RATE MAP
LARIMER COUNT Y, COLORADOand Incorporated Areas
Panel Contains:
COMMUNITY NUMBER PANEL SUFFIX
09840984 JJLARIMER COUNTYFORT COLLINS, CITY OF 080101080102
MAP NUMBER08069C0984J
VERSION NUMBER2.6.4.6
SCALE
0983 1003
0992
0982
1011
0981 1001
1000*
0984
0 1,000 2,000500feet
1 inch = 500 feet 1:6,000
Map Projection:
LARIMER COUNTY
0 250 500125meters
PANEL LOCATOR
* PANEL NOT PRINTED
NOTES TO USERS))))))))))))))))
ÑÑÑ ÑÑÑ ÑÑÑ ÑÑÑ
Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ
Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ
Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ
Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑ Ñ
Ñ
ÑÑÑÑÑÑ
Larimer CountyUnincorporated Areas080101
Larimer County Unincorporated Areas 080101
Larimer County Unincorporated Areas 080101
City of Fort Collins 080102
City of Fort Collins 080102
City of Fort Collins 080102
City of Fort Collins 080102
City of Fort Collins 080102
City of Fort Collins 080102
4 9 0 349034905
4 8 9 2
48814 8 9 3
4900.5
4 8 9 9 .3
4930.7
4898.1
,D
4917.5
,E
4897.14893.04888.04883.5
,B
,X
4913.0
4945.6
4902.5
,C B
,A A
,P
,A4896.1
4923.1
,A
4913.6
4894.44919.9
4 8 9 3 .2
4900.3
,K
,D
4903.7
,O
4918.9
4920.7
4892.84928.3
,C
,B
4 9 2 0 .5
4
8
9
2.94894.0,C4892.3,H
,Y4909.14945.7
4902.7,Q
4895.7
4930.5
,A,N
4924.8
4909.04905.2
4 9 4 2 .0
,W
4937.7
4930.5
4 9 2 3 .0
4 8 9 8 .6
4920.6
4893.1,C
4886.0
,Z
,S
4894.4
4949.2
,V
4 8 9 8 .5
,R
,B
,E
4889.7
,B
4923.6
,F,CC
,J
,D
,B4896.74
9
0
9.7
,D
4900.0 4916.94916.9
,M
4902.3
4887.0
,C4902.1 4895.6,B ,T
,I4914.3
,F
,E
,C
4 8 9 8 .44892.7,C4895.7
4923.1
4900.9,A 4909.04883.3
4939.1
4916.9
4894.7
4892.3,U4894.3
Control Structure
Bridge
Bridge
Bridge
Bridge1 PCT AnnualChance Flood Discharge Contained in Structure
1 PCT Annual Chance Flood Discharge Contained in Structure
1 PCT Annual Chance Flood Discharge Contained in Structure
Culvert
Culvert
Cache La Poudre River- RProspect SFP
Cache LaPoudre River
Cache LaPoudre River- LPATH SFP
Cache La Poudre River Cooper SloughCooper Slough
Boxelder Creek
Boxelder Creek
Lake Canal
Cache La Poudre Reservoir Inlet
Lake CanalBox-elder Creek
Cache La Poudre River Reservoir Inlet
Cache La Poudre River Split - R Path
Box-elder Creek
Cooper Slough Overflow
Sherry Drive Overflow
Spring Creek
15
22
8
16
20
9
17
21
10
MAP AREA SHOW NON THIS PANEL ISLOCATED W ITHINTOWNSHIP 7 NORTH,RANGE 68 W EST.N TIMBERLINE RDGREENFIELDS CTE L I N C O L N A V E
JOHN DEERE DR
DONELLA CT ZEPPELINWAYSTIMBERLINERDSEFRONTAGERDINTERNATIONAL BLVD
E LOCUST ST
S W F R O N T A G E R DHORIZON AVEJENNIE DR
COUNTRY-SIDE DR
COUNTRY-SIDE CT
CRUSADER ST
RELIANT ST
VERDE AVEE MULBERRY ST EB
T
R
A
C
E
Y
P
K
WY
SE FRON-TAGE RDNEFRONTAGERDHARVESTER CT
P
L
E
A
S
A
N
T
A
C
R
E
S
D
R
E LINCOLN AVE
GREENBRIAR DR
¦25
WEICKER DR
DARREN CT
COMET ST
DASSAULT STCOLLINS AIRE LN
CLIFFORD CTTIGERCATWAY REDMAN DR
GREENBRIAR DRNWFRONTAGERDCOUNTRYSIDE DR
ANNABEL AVE SUPERCUB LN
DELOZIER RDLAKE CANAL CT
RIVERBENDDRCRUSADER ST
CONQUESTST
RIVERBEND CT S SUMMIT VIEW DRTANA DR
CENTRO WAYCHERLY ST
LAURA LN
FRONTAGE RD N
RENE DRMAX ST
KIMBERLY DRCOLEMAN ST
FRONTAGE RD S
¦25
BOXELDER DR
E PROSPECT RD
S
S
U
M
MIT
VIE
W
D
RSUNRISE AVE¦25
STEVEN DR
GREENFIELDS CTRAILROADQUINBY STMARQUISE ST
JOHN DEERE DRCANAL DR
FRONTAGE RD S
KENWOOD DR
BUCKEYE ST
E MULBERRY ST WB
TERRY DR
DARREN ST
SURREY LNDAWN AVESYKESDR
COMET ST
SW FRONTAGE RD
A
L
A
N S
T
SMITHFIELD DRVICOTWAYJAY DR
MARCH CTANDREASTSHARP POINT DR CLIFFORD DRJOANNE STSUMMIT CTFAIRCHILD STDELOZIER DRCONQ-UEST WAY
STOCKTON AVE
COUN-TRYS-IDE CIR
SW FRONTAGE RDSHERRY DRZONE AE
ZONE AE
ZONEAE
ZONE AE
ZONE AE(EL 4891)ZONE AE
ZONE AE
ZONE AE
ZONE AO(DEPTH 2)
ZONE AO(DEPTH 1)
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AE
ZONE AO (DEPTH 2)
ZONE AE
ZONE AE
ZONE AE
ZONE AE
LIMIT OF STUDY
105° 00' 00''40° 33' 45''40° 33' 45''
40° 35' 38''105° 01' 52''
105° 01' 52''
40° 35' 38''105° 00' 00''
1450000 FT
1455000 FT
3135000 FT
1450000 FT
1455000 FT
4493000m N
4492000m N
4491000m N
499000m E498000m E
PANEL 984 OF 1420
1/26/2021
Universal Transverse Mercator (UTM) Zone 13N; North American Datum 1983;Western Hemisphere; Vertical Datum: NAVD 88
SPECIAL FLOODHAZARD AREAS
OTHER AREAS OFFLOOD HAZARD
OTHERAREAS
GENERALSTRUCTURES
Without Base Flood Elevation (BFE)
With BFE or Depth
Regulator y Floodway
Area of Undetermined Flood Hazard
Area of Minimal Flood Hazard
Zone A,V, A99 Zone AE, AO, AH, VE, AR
Zone X
Zone D
HTTPS://MSC.FEMA.GOV
THE INFORMATION DEPICTED ON THIS MAP AND SUPPORTINGDOCUMENTATION ARE ALSO AVAILABLE IN DIGITAL FORMAT AT
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Cross Sections with 1% Annual ChanceWater Sur face Elevation
Coastal Transect
OTHERFEATURES
Prof ile BaselineHydrographic FeatureBase Flood Elevation Line (BFE)Limit of StudyJurisdiction Boundary
Coastal Tr ansect Baseline
17.5
0.2% Annual Chance Flood Hazard, Areas of 1% annual chance f lood with average depth less than one foot or with drainage areas of less than one square mileFuture Conditions 1% Annual Chance Flood HazardArea with Reduced Flood Risk due to LeveeSee Notes.
Zone X
Zone X
Zone X
!(8
%,E 18.2
NO SCREEN
Levee, Dike, or Floodwall
Channel, Culver t, or Storm Sewer
Area with Flood Risk due to Levee Zone D
For information and questions about this Flood Insurance Rate Map (FIRM), available products associated withthis FIRM, including historic versions, the current map date for each FIRM panel, how to order products, or theNational Flood Insurance Program (NFIP) in general, please call the FEMA Mapping and Insurance eXchange at1-877-FEMA-MAP (1-877-336-2627) or visit the FEMA Flood Map Service Center website athttps://msc.fema.gov. Available products may include previously issued Letters of Map Change, a FloodInsurance Study Report, and/or digital versions of this map. Many of these products can be ordered or obtaineddirectly from the website.
Communities annexing land on adjacent FIRM panels must obtain a current copy of the adjacent panel as well asthe current FIRM Index. These may be ordered directly from the Flood Map Service Center at the number listedabove.
For community and countywide map dates refer to the Flood Insurance Study Report for this jurisdiction.
To determine if flood insurance is available in this community, contact your Insurance agent or call the NationalFlood Insurance Program at 1-800-638-6620.
Base map information shown on this FIRM was derived from the National Flood Hazard Layer (NFHL), dated2013 and digital data provided by Larimer County GIS Department, dated 2018.
PRELIMINARY1/26/2021
MAP REVISED
APPENDIX B – Soils Information
Hydrologic Soil Group—Larimer County Area, Colorado
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/18/2021
Page 1 of 444922004492400449260044928004493000449320044934004493600449380044940004492200449240044926004492800449300044932004493400449360044938004494000498000498200498400498600498800499000499200499400
498000 498200 498400 498600 498800 499000 499200 499400
40° 35' 50'' N 105° 1' 26'' W40° 35' 50'' N105° 0' 24'' W40° 34' 47'' N
105° 1' 26'' W40° 34' 47'' N
105° 0' 24'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
0 450 900 1800 2700
Feet
0 100 200 400 600
Meters
Map Scale: 1:9,430 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
A
A/D
B
B/D
C
C/D
D
Not rated or not available
Soil Rating Lines
A
A/D
B
B/D
C
C/D
D
Not rated or not available
Soil Rating Points
A
A/D
B
B/D
C
C/D
D
Not rated or not available
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Larimer County Area, Colorado
Survey Area Data: Version 15, Jun 9, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jul 19, 2018—Aug
12, 2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Hydrologic Soil Group—Larimer County Area, Colorado
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/18/2021
Page 2 of 4
Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
7 Ascalon sandy loam, 0
to 3 percent slopes
B 79.5 32.7%
8 Ascalon sandy loam, 3
to 5 percent slopes
B 6.1 2.5%
22 Caruso clay loam, 0 to 1
percent slope
D 0.5 0.2%
35 Fort Collins loam, 0 to 3
percent slopes
C 66.7 27.4%
36 Fort Collins loam, 3 to 5
percent slopes
C 7.4 3.0%
37 Fort Collins loam, 5 to 9
percent slopes
C 2.9 1.2%
40 Garrett loam, 0 to 1
percent slopes
B 56.2 23.1%
42 Gravel pits A 0.0 0.0%
53 Kim loam, 1 to 3 percent
slopes
B 11.7 4.8%
76 Nunn clay loam, wet, 1
to 3 percent slopes
C 0.4 0.1%
77 Otero sandy loam, 0 to 3
percent slopes
A 9.7 4.0%
81 Paoli fine sandy loam, 0
to 1 percent slopes
A 1.0 0.4%
94 Satanta loam, 0 to 1
percent slopes
C 0.1 0.1%
103 Stoneham loam, 5 to 9
percent slopes
B 1.3 0.5%
Totals for Area of Interest 243.5 100.0%
Hydrologic Soil Group—Larimer County Area, Colorado
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/18/2021
Page 3 of 4
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie-break Rule: Higher
Hydrologic Soil Group—Larimer County Area, Colorado
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/18/2021
Page 4 of 4
APPENDIX C – Erosion and Sediment Control Escrow/Security
Calculations
Project:Disturbed Acres*:53.00
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F.15011 $1.85 $27,770.35
Sediment Control Log each 548 $20.00 $10,960.00
each 49 $75.00 $3,675.00
Outlet Protection each 5 $40.00 $200.00
each 69 $137.00 $9,453.00
each 1 $200.00 $200.00
each 4 $700.00 $2,800.00
Sub-Total:$55,058.35
1.5 x Sub-Total:$82,587.53
Amount of security:$82,587.53
Total Acres x Price/acre:$71,550.00
$1,350.00 Sub-Total:$71,550.00
1.5 x Sub-Total:$107,325.00
Amount to Re-seed:$107,325.00
Minimum escrow amount:$3,000.00
Erosion Control Escrow:$107,325.00
User Input Fields in BLUE should be amended for this project.
“The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one
and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual
Revegetation and Stabilization Bid, whichever is greater. In no instance, will the amount of security be less than one thousand five
hundred dollars ($1,500) for residential development or three thousand dollars ($3,000) for commercial development”
Curb Inlet Protection
Concrete Washout
(add all other BMPs for the site in this list)
Final Escrow Amount
Rock Sock
Erosion and Sediment Control Escrow/Security Calculation
BMP Amount
Silt Fence
Vehicle Tracking Control (VTC)
Re-seeding Amount
Miniumum Escrow Amount
Bloom First Filing - Phase 1
Unit Price of Seeding per acre:
Project:Disturbed Acres*:10.70
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F.2296 $1.85 $4,247.60
Sediment Control Log each 0 $20.00 $0.00
each 0 $75.00 $0.00
Outlet Protection each 4 $40.00 $160.00
Rock Sock each 0 $137.00 $0.00
each 1 $200.00 $200.00
each 0 $700.00 $0.00
Sub-Total:$4,607.60
1.5 x Sub-Total:$6,911.40
Amount of security:$6,911.40
Total Acres x Price/acre:$14,445.00
$1,350.00 Sub-Total:$14,445.00
1.5 x Sub-Total:$21,667.50
Amount to Re-seed:$21,667.50
Minimum escrow amount:$3,000.00
Erosion Control Escrow:$21,667.50
User Input Fields in BLUE should be amended for this project.
Final Escrow Amount
“The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one
and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual
Revegetation and Stabilization Bid, whichever is greater. In no instance, will the amount of security be less than one thousand five
hundred dollars ($1,500) for residential development or three thousand dollars ($3,000) for commercial development”
Vehicle Tracking Control (VTC)
(add all other BMPs for the site in this list)
Re-seeding Amount
Unit Price of Seeding per acre:
Miniumum Escrow Amount
Erosion and Sediment Control Escrow/Security Calculation
Bloom First Filing - Phase 2
BMP Amount
Silt Fence
Curb Inlet Protection
Concrete Washout
Project:Disturbed Acres*:18.63
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F.4028 $1.85 $7,451.80
Sediment Control Log each 3 $20.00 $60.00
each 1 $75.00 $75.00
Outlet Protection each 1 $40.00 $40.00
Rock Sock each 0 $137.00 $0.00
each 0 $200.00 $0.00
each 0 $700.00 $0.00
Sub-Total:$7,626.80
1.5 x Sub-Total:$11,440.20
Amount of security:$11,440.20
Total Acres x Price/acre:$25,150.50
$1,350.00 Sub-Total:$25,150.50
1.5 x Sub-Total:$37,725.75
Amount to Re-seed:$37,725.75
Minimum escrow amount:$3,000.00
Erosion Control Escrow:$37,725.75
User Input Fields in BLUE should be amended for this project.
Final Escrow Amount
“The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one
and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual
Revegetation and Stabilization Bid, whichever is greater. In no instance, will the amount of security be less than one thousand five
hundred dollars ($1,500) for residential development or three thousand dollars ($3,000) for commercial development”
Vehicle Tracking Control (VTC)
(add all other BMPs for the site in this list)
Re-seeding Amount
Unit Price of Seeding per acre:
Miniumum Escrow Amount
Erosion and Sediment Control Escrow/Security Calculation
Bloom First Filing - Phase 3
BMP Amount
Silt Fence
Curb Inlet Protection
Concrete Washout
Project:Disturbed Acres*:64.80
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F.9565 $1.85 $17,695.25
Sediment Control Log each 70 $20.00 $1,400.00
each 1 $75.00 $75.00
Outlet Protection CY 3 $40.00 $120.00
Rock Sock each 33 $137.00 $4,521.00
each 0 $200.00 $0.00
each 0 $700.00 $0.00
Sub-Total:$23,811.25
1.5 x Sub-Total:$35,716.88
Amount of security:$35,716.88
Total Acres x Price/acre:$87,480.00
$1,350.00 Sub-Total:$87,480.00
1.5 x Sub-Total:$131,220.00
Amount to Re-seed:$131,220.00
Minimum escrow amount:$3,000.00
Erosion Control Escrow:$131,220.00
User Input Fields in BLUE should be amended for this project.
Final Escrow Amount
“The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one
and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual
Revegetation and Stabilization Bid, whichever is greater. In no instance, will the amount of security be less than one thousand five
hundred dollars ($1,500) for residential development or three thousand dollars ($3,000) for commercial development”
Vehicle Tracking Control (VTC)
(add all other BMPs for the site in this list)
Re-seeding Amount
Unit Price of Seeding per acre:
Miniumum Escrow Amount
Erosion and Sediment Control Escrow/Security Calculation
Bloom First Filing - Phase 4
BMP Amount
Silt Fence
Curb Inlet Protection
Concrete Washout
Project:Disturbed Acres*:85.38
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F.12993 $1.85 $24,037.05
Sediment Control Log each 0 $20.00 $0.00
each 19 $75.00 $1,425.00
Outlet Protection each 10 $40.00 $400.00
Rock Sock each 27 $137.00 $3,699.00
each 0 $200.00 $0.00
each 1 $700.00 $700.00
Sub-Total:$30,261.05
1.5 x Sub-Total:$45,391.58
Amount of security:$45,391.58
Total Acres x Price/acre:$115,263.00
$1,350.00 Sub-Total:$115,263.00
1.5 x Sub-Total:$172,894.50
Amount to Re-seed:$172,894.50
Minimum escrow amount:$3,000.00
Erosion Control Escrow:$172,894.50
User Input Fields in BLUE should be amended for this project.
Final Escrow Amount
“The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one
and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual
Revegetation and Stabilization Bid, whichever is greater. In no instance, will the amount of security be less than one thousand five
hundred dollars ($1,500) for residential development or three thousand dollars ($3,000) for commercial development”
Vehicle Tracking Control (VTC)
(add all other BMPs for the site in this list)
Re-seeding Amount
Unit Price of Seeding per acre:
Miniumum Escrow Amount
Erosion and Sediment Control Escrow/Security Calculation
Bloom First Filing - Phase 5
BMP Amount
Silt Fence
Curb Inlet Protection
Concrete Washout
Project:Disturbed Acres*:4.43
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F.1193 $1.85 $2,207.05
Sediment Control Log each 0 $20.00 $0.00
each 0 $75.00 $0.00
Outlet Protection each 0 $40.00 $0.00
Rock Sock each 0 $137.00 $0.00
each 0 $200.00 $0.00
each 0 $700.00 $0.00
Sub-Total:$2,207.05
1.5 x Sub-Total:$3,310.58
Amount of security:$3,310.58
Total Acres x Price/acre:$5,980.50
$1,350.00 Sub-Total:$5,980.50
1.5 x Sub-Total:$8,970.75
Amount to Re-seed:$8,970.75
**Pond bottom cost estimate will be provided by Aloterra
Minimum escrow amount:$3,000.00
Erosion Control Escrow:$8,970.75
User Input Fields in BLUE should be amended for this project.
Erosion and Sediment Control Escrow/Security Calculation
Bloom First Filing - Phase 6
BMP Amount
Silt Fence
Curb Inlet Protection
Concrete Washout
Final Escrow Amount
“The amount of the security must be based on one and one-half times the estimate of the cost to install the approved measures, or one
and one-half times the cost to re-vegetate the disturbed land to dry land grasses based upon unit cost determined by the City's Annual
Revegetation and Stabilization Bid, whichever is greater. In no instance, will the amount of security be less than one thousand five
hundred dollars ($1,500) for residential development or three thousand dollars ($3,000) for commercial development”
Vehicle Tracking Control (VTC)
(add all other BMPs for the site in this list)
Re-seeding Amount
Unit Price of Seeding per acre**:
Miniumum Escrow Amount
APPENDIX D – Construction Sequence Matrix
Project:Bloom FDP Filing 1 Date:3/30/2022
Municipality:City of Fort Collins
Mobilization Demolition Grading
Utilities
Installation
Flat work
Installation
Vertical
Installation Landscape Demobilization
Best Management Practices (BMPs)
Structural "Installation"
Silt Fence Barriers*
Contour Furrows (Ripping / Disking)
Sediment Trap / Filter
Vehicle Tracking Pad*
Flow Barriers (Sediment Control Logs)*
Inlet Protection*Any prior inlets that could use protecting
Rip Rap
Collecting Asphalt / Concrete Saw Cutting Waste
*All BMPs to be Removed once Construction is Complete.
Vegetative
Temporary Seeding Planting Any time the site will sit dorment longer than 30 Days.
Permanent Seeding Planting
Construction Sequence Matrix
APPENDIX E – Best Management Practice (BMP) Details
Silt Fence (SF) SC-1
November 2010 Urban Drainage and Flood Control District SF-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph SF-1. Silt fence creates a sediment barrier, forcing
sheet flow runoff to evaporate or infiltrate.
Description
A silt fence is a woven geotextile fabric
attached to wooden posts and trenched
into the ground. It is designed as a
sediment barrier to intercept sheet flow
runoff from disturbed areas.
Appropriate Uses
A silt fence can be used where runoff is
conveyed from a disturbed area as sheet
flow. Silt fence is not designed to
receive concentrated flow or to be used
as a filter fabric. Typical uses include:
Down slope of a disturbed area to
accept sheet flow.
Along the perimeter of a receiving
water such as a stream, pond or
wetland.
At the perimeter of a construction site.
Design and Installation
Silt fence should be installed along the contour of slopes so that it intercepts sheet flow. The maximum
recommended tributary drainage area per 100 lineal feet of silt fence, installed along the contour, is
approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no
steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only
applies to silt fence installed along the contour. Silt fence installed for other uses, such as perimeter
control, should be installed in a way that will not produce concentrated flows. For example, a "J-hook"
installation may be appropriate to force runoff to pond and evaporate or infiltrate in multiple areas rather
than concentrate and cause erosive conditions parallel to the silt fence.
See Detail SF-1 for proper silt fence installation, which involves proper trenching, staking, securing the
fabric to the stakes, and backfilling the silt fence. Properly installed silt fence should not be easily pulled
out by hand and there should be no gaps between the ground and the fabric.
Silt fence must meet the minimum allowable strength requirements, depth of installation requirement, and
other specifications in the design details. Improper installation
of silt fence is a common reason for silt fence failure; however,
when properly installed and used for the appropriate purposes, it
can be highly effective.
Silt Fence
Functions
Erosion Control No
Sediment Control Yes
Site/Material Management No
SC-1 Silt Fence (SF)
SF-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Photograph SF-2. When silt fence is not installed along
the contour, a "J-hook" installation may be appropriate
to ensure that the BMP does not create concentrated
flow parallel to the silt fence. Photo courtesy of Tom
Gore.
Maintenance and Removal
Inspection of silt fence includes observing the
material for tears or holes and checking for slumping
fence and undercut areas bypassing flows. Repair of
silt fence typically involves replacing the damaged
section with a new section. Sediment accumulated
behind silt fence should be removed, as needed to
maintain BMP effectiveness, typically before it
reaches a depth of 6 inches.
Silt fence may be removed when the upstream area
has reached final stabilization.
Silt Fence (SF) SC-1
November 2010 Urban Drainage and Flood Control District SF-3
Urban Storm Drainage Criteria Manual Volume 3
SC-1 Silt Fence (SF)
SF-4 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Construction Fence (CF) SM-3
November 2010 Urban Drainage and Flood Control District CF-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph CF-1. A construction fence helps delineate areas where
existing vegetation is being protected. Photo courtesy of Douglas
County.
Description
A construction fence restricts site access
to designated entrances and exits,
delineates construction site boundaries,
and keeps construction out of sensitive
areas such as natural areas to be
preserved as open space, wetlands and
riparian areas.
Appropriate Uses
A construction fence can be used to
delineate the site perimeter and locations
within the site where access is restricted
to protect natural resources such as
wetlands, waterbodies, trees, and other
natural areas of the site that should not be
disturbed.
If natural resource protection is an objective, then the construction fencing should be used in combination
with other perimeter control BMPs such as silt fence, sediment control logs or similar measures.
Design and Installation
Construction fencing may be chain link or plastic mesh and should be installed following manufacturer’s
recommendations. See Detail CF-1 for typical installations.
Do not place construction fencing in areas within work limits of machinery.
Maintenance and Removal
Inspect fences for damage; repair or replace as necessary.
Fencing should be tight and any areas with slumping or fallen posts should be reinstalled.
Fencing should be removed once construction is complete.
Construction Fence
Functions
Erosion Control No
Sediment Control No
Site/Material Management Yes
SM-3 Construction Fence (CF)
CF-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Construction Fence (CF) SM-3
November 2010 Urban Drainage and Flood Control District CF-3
Urban Storm Drainage Criteria Manual Volume 3
Good Housekeeping Practices (GH) MM-3
November 2010 Urban Drainage and Flood Control District GH-1
Urban Storm Drainage Criteria Manual Volume 3
Photographs GH-1 and GH-2. Proper materials
storage and secondary containment for fuel tanks
are important good housekeeping practices. Photos
courtesy of CDOT and City of Aurora.
Description
Implement construction site good housekeeping practices to
prevent pollution associated with solid, liquid and hazardous
construction-related materials and wastes. Stormwater
Management Plans (SWMPs) should clearly specify BMPs
including these good housekeeping practices:
Provide for waste management.
Establish proper building material staging areas.
Designate paint and concrete washout areas.
Establish proper equipment/vehicle fueling and
maintenance practices.
Control equipment/vehicle washing and allowable non-
stormwater discharges.
Develop a spill prevention and response plan.
Acknowledgement: This Fact Sheet is based directly on
EPA guidance provided in Developing Your Stormwater
Pollution Prevent Plan (EPA 2007).
Appropriate Uses
Good housekeeping practices are necessary at all construction sites.
Design and Installation
The following principles and actions should be addressed in SWMPs:
Provide for Waste Management. Implement management procedures and practices to prevent or
reduce the exposure and transport of pollutants in stormwater from solid, liquid and sanitary wastes
that will be generated at the site. Practices such as trash disposal, recycling, proper material handling,
and cleanup measures can reduce the potential for stormwater runoff to pick up construction site
wastes and discharge them to surface waters. Implement a comprehensive set of waste-management
practices for hazardous or toxic materials, such as paints, solvents, petroleum products, pesticides,
wood preservatives, acids, roofing tar, and other materials. Practices should include storage,
handling, inventory, and cleanup procedures, in case of spills. Specific practices that should be
considered include:
Solid or Construction Waste
o Designate trash and bulk waste-collection areas on-
site.
Good Housekeeping
Functions
Erosion Control No
Sediment Control No
Site/Material Management Yes
MM-3 Good Housekeeping Practices (GH)
GH-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Photograph GH-3. Locate portable toilet facilities on level
surfaces away from waterways and storm drains. Photo
courtesy of WWE.
o Recycle materials whenever possible (e.g., paper, wood, concrete, oil).
o Segregate and provide proper disposal options for hazardous material wastes.
o Clean up litter and debris from the construction site daily.
o Locate waste-collection areas away from streets, gutters, watercourses, and storm drains. Waste-
collection areas (dumpsters, and such) are often best located near construction site entrances to
minimize traffic on disturbed soils. Consider secondary containment around waste collection
areas to minimize the likelihood of contaminated discharges.
o Empty waste containers before they are full and overflowing.
Sanitary and Septic Waste
o Provide convenient, well-maintained, and properly located toilet facilities on-site.
o Locate toilet facilities away from storm drain inlets and waterways to prevent accidental spills
and contamination of stormwater.
o Maintain clean restroom facilities and empty portable toilets regularly.
o Where possible, provide secondary containment pans under portable toilets.
o Provide tie-downs or stake-downs for portable toilets.
o Educate employees, subcontractors, and suppliers on locations of facilities.
o Treat or dispose of sanitary and septic waste in accordance with state or local regulations. Do not
discharge or bury wastewater at the construction site.
o Inspect facilities for leaks. If found, repair or replace immediately.
o Special care is necessary during maintenance (pump out) to ensure that waste and/or biocide are
not spilled on the ground.
Hazardous Materials and Wastes
o Develop and implement employee and
subcontractor education, as needed, on
hazardous and toxic waste handling,
storage, disposal, and cleanup.
o Designate hazardous waste-collection
areas on-site.
o Place all hazardous and toxic material
wastes in secondary containment.
Good Housekeeping Practices (GH) MM-3
November 2010 Urban Drainage and Flood Control District GH-3
Urban Storm Drainage Criteria Manual Volume 3
o Hazardous waste containers should be inspected to ensure that all containers are labeled properly
and that no leaks are present.
Establish Proper Building Material Handling and Staging Areas. The SWMP should include
comprehensive handling and management procedures for building materials, especially those that are
hazardous or toxic. Paints, solvents, pesticides, fuels and oils, other hazardous materials or building
materials that have the potential to contaminate stormwater should be stored indoors or under cover
whenever possible or in areas with secondary containment. Secondary containment measures prevent
a spill from spreading across the site and may include dikes, berms, curbing, or other containment
methods. Secondary containment techniques should also ensure the protection of groundwater.
Designate staging areas for activities such as fueling vehicles, mixing paints, plaster, mortar, and
other potential pollutants. Designated staging areas enable easier monitoring of the use of materials
and clean up of spills. Training employees and subcontractors is essential to the success of this
pollution prevention principle. Consider the following specific materials handling and staging
practices:
o Train employees and subcontractors in proper handling and storage practices.
o Clearly designate site areas for staging and storage with signs and on construction drawings.
Staging areas should be located in areas central to the construction site. Segment the staging area
into sub-areas designated for vehicles, equipment, or stockpiles. Construction entrances and exits
should be clearly marked so that delivery vehicles enter/exit through stabilized areas with vehicle
tracking controls (See Vehicle Tracking Control Fact Sheet).
o Provide storage in accordance with Spill Protection, Control and Countermeasures (SPCC)
requirements and plans and provide cover and impermeable perimeter control, as necessary, for
hazardous materials and contaminated soils that must be stored on site.
o Ensure that storage containers are regularly inspected for leaks, corrosion, support or foundation
failure, or other signs of deterioration and tested for soundness.
o Reuse and recycle construction materials when possible.
Designate Concrete Washout Areas. Concrete contractors should be encouraged to use the washout
facilities at their own plants or dispatch facilities when feasible; however, concrete washout
commonly occurs on construction sites. If it is necessary to provide for concrete washout areas on-
site, designate specific washout areas and design facilities to handle anticipated washout water.
Washout areas should also be provided for paint and stucco operations. Because washout areas can
be a source of pollutants from leaks or spills, care must be taken with regard to their placement and
proper use. See the Concrete Washout Area Fact Sheet for detailed guidance.
Both self-constructed and prefabricated washout containers can fill up quickly when concrete, paint,
and stucco work are occurring on large portions of the site. Be sure to check for evidence that
contractors are using the washout areas and not dumping materials onto the ground or into drainage
facilities. If the washout areas are not being used regularly, consider posting additional signage,
relocating the facilities to more convenient locations, or providing training to workers and
contractors.
When concrete, paint, or stucco is part of the construction process, consider these practices which will
help prevent contamination of stormwater. Include the locations of these areas and the maintenance
and inspection procedures in the SWMP.
MM-3 Good Housekeeping Practices (GH)
GH-4 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
o Do not washout concrete trucks or equipment into storm drains, streets, gutters, uncontained
areas, or streams. Only use designated washout areas.
o Establish washout areas and advertise their locations with signs. Ensure that signage remains in
good repair.
o Provide adequate containment for the amount of wash water that will be used.
o Inspect washout structures daily to detect leaks or tears and to identify when materials need to be
removed.
o Dispose of materials properly. The preferred method is to allow the water to evaporate and to
recycle the hardened concrete. Full service companies may provide dewatering services and
should dispose of wastewater properly. Concrete wash water can be highly polluted. It should
not be discharged to any surface water, storm sewer system, or allowed to infiltrate into the
ground in the vicinity of waterbodies. Washwater should not be discharged to a sanitary sewer
system without first receiving written permission from the system operator.
Establish Proper Equipment/Vehicle Fueling and Maintenance Practices. Create a clearly
designated on-site fueling and maintenance area that is clean and dry. The on-site fueling area should
have a spill kit, and staff should know how to use it. If possible, conduct vehicle fueling and
maintenance activities in a covered area. Consider the following practices to help prevent the
discharge of pollutants to stormwater from equipment/vehicle fueling and maintenance. Include the
locations of designated fueling and maintenance areas and inspection and maintenance procedures in
the SWMP.
o Train employees and subcontractors in proper fueling procedures (stay with vehicles during
fueling, proper use of pumps, emergency shutoff valves, etc.).
o Inspect on-site vehicles and equipment regularly for leaks, equipment damage, and other service
problems.
o Clearly designate vehicle/equipment service areas away from drainage facilities and watercourses
to prevent stormwater run-on and runoff.
o Use drip pans, drip cloths, or absorbent pads when replacing spent fluids.
o Collect all spent fluids, store in appropriate labeled containers in the proper storage areas, and
recycle fluids whenever possible.
Control Equipment/Vehicle Washing and Allowable Non-Stormwater Discharges. Implement
practices to prevent contamination of surface and groundwater from equipment and vehicle wash
water. Representative practices include:
o Educate employees and subcontractors on proper washing procedures.
o Use off-site washing facilities, when available.
o Clearly mark the washing areas and inform workers that all washing must occur in this area.
o Contain wash water and treat it using BMPs. Infiltrate washwater when possible, but maintain
separation from drainage paths and waterbodies.
Good Housekeeping Practices (GH) MM-3
November 2010 Urban Drainage and Flood Control District GH-5
Urban Storm Drainage Criteria Manual Volume 3
o Use high-pressure water spray at vehicle washing facilities without detergents. Water alone can
remove most dirt adequately.
o Do not conduct other activities, such as vehicle repairs, in the wash area.
o Include the location of the washing facilities and the inspection and maintenance procedures in
the SWMP.
Develop a Spill Prevention and Response Plan. Spill prevention and response procedures must be
identified in the SWMP. Representative procedures include identifying ways to reduce the chance of
spills, stop the source of spills, contain and clean up spills, dispose of materials contaminated by
spills, and train personnel responsible for spill prevention and response. The plan should also specify
material handling procedures and storage requirements and ensure that clear and concise spill cleanup
procedures are provided and posted for areas in which spills may potentially occur. When developing
a spill prevention plan, include the following:
o Note the locations of chemical storage areas, storm drains, tributary drainage areas, surface
waterbodies on or near the site, and measures to stop spills from leaving the site.
o Provide proper handling and safety procedures for each type of waste. Keep Material Safety Data
Sheets (MSDSs) for chemical used on site with the SWMP.
o Establish an education program for employees and subcontractors on the potential hazards to
humans and the environment from spills and leaks.
o Specify how to notify appropriate authorities, such as police and fire departments, hospitals, or
municipal sewage treatment facilities to request assistance. Emergency procedures and contact
numbers should be provided in the SWMP and posted at storage locations.
o Describe the procedures, equipment and materials for immediate cleanup of spills and proper
disposal.
o Identify personnel responsible for implementing the plan in the event of a spill. Update the spill
prevention plan and clean up materials as changes occur to the types of chemicals stored and used
at the facility.
MM-3 Good Housekeeping Practices (GH)
GH-6 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Spill Prevention, Control, and Countermeasure (SPCC) Plan
Construction sites may be subject to 40 CFR Part 112 regulations that require the preparation and
implementation of a SPCC Plan to prevent oil spills from aboveground and underground storage tanks.
The facility is subject to this rule if it is a non-transportation-related facility that:
Has a total storage capacity greater than 1,320 gallons or a completely buried storage capacity
greater than 42,000 gallons.
Could reasonably be expected to discharge oil in quantities that may be harmful to navigable waters
of the United States and adjoining shorelines.
Furthermore, if the facility is subject to 40 CFR Part 112, the SWMP should reference the SPCC Plan.
To find out more about SPCC Plans, see EPA's website on SPPC at www.epa.gov/oilspill/spcc.htm.
Reporting Oil Spills
In the event of an oil spill, contact the National Response Center toll free at 1-800-424- 8802 for
assistance, or for more details, visit their website: www.nrc.uscg.mil.
Maintenance and Removal
Effective implementation of good housekeeping practices is dependent on clear designation of personnel
responsible for supervising and implementing good housekeeping programs, such as site cleanup and
disposal of trash and debris, hazardous material management and disposal, vehicle and equipment
maintenance, and other practices. Emergency response "drills" may aid in emergency preparedness.
Checklists may be helpful in good housekeeping efforts.
Staging and storage areas require permanent stabilization when the areas are no longer being used for
construction-related activities.
Construction-related materials, debris and waste must be removed from the construction site once
construction is complete.
Design Details
See the following Fact Sheets for related Design Details:
MM-1 Concrete Washout Area
MM-2 Stockpile Management
SM-4 Vehicle Tracking Control
Design details are not necessary for other good housekeeping practices; however, be sure to designate
where specific practices will occur on the appropriate construction drawings.
Sediment Control Log (SCL) SC-2
November 2015 Urban Drainage and Flood Control District SCL-1
Urban Storm Drainage Criteria Manual Volume 3
Photographs SCL-1 and SCL-2. Sediment control logs used as 1) a
perimeter control around a soil stockpile; and, 2) as a "J-hook"
perimeter control at the corner of a construction site.
Description
A sediment control log is a linear roll
made of natural materials such as
straw, coconut fiber, or compost. The
most common type of sediment control
log has straw filling and is often
referred to as a "straw wattle." All
sediment control logs are used as a
sediment barrier to intercept sheet flow
runoff from disturbed areas.
Appropriate Uses
Sediment control logs can be used in
the following applications to trap
sediment:
As perimeter control for stockpiles
and the site.
As part of inlet protection designs.
As check dams in small drainage
ditches. (Sediment control logs
are not intended for use in
channels with high flow
velocities.)
On disturbed slopes to shorten flow
lengths (as an erosion control).
As part of multi-layered perimeter control along a receiving water such as a stream, pond or wetland.
Sediment control logs work well in combination with other layers of erosion and sediment controls.
Design and Installation
Sediment control logs should be installed along the contour to avoid concentrating flows. The maximum
allowable tributary drainage area per 100 lineal feet of sediment control log, installed along the contour, is
approximately 0.25 acres with a disturbed slope length of up to 150 feet and a tributary slope gradient no
steeper than 3:1. Longer and steeper slopes require additional measures. This recommendation only
applies to sediment control logs installed along the contour. When installed for other uses, such as
perimeter control, it should be installed in a way that will not
produce concentrated flows. For example, a "J-hook"
installation may be appropriate to force runoff to pond and
evaporate or infiltrate in multiple areas rather than concentrate
and cause erosive conditions parallel to the BMP.
Sediment Control Log
Functions
Erosion Control Moderate
Sediment Control Yes
Site/Material Management No
SC-2 Sediment Control Log (SCL)
SCL-2 Urban Drainage and Flood Control District November 2015
Urban Storm Drainage Criteria Manual Volume 3
Although sediment control logs initially allow runoff to flow through the BMP, they can quickly become
a barrier and should be installed as if they are impermeable.
Design details and notes for sediment control logs are provided in the following details. Sediment logs
must be properly installed per the detail to prevent undercutting, bypassing and displacement. When
installed on slopes, sediment control logs should be installed along the contours (i.e., perpendicular to
flow).
Improper installation can lead to poor performance. Be sure that sediment control logs are properly
trenched (if lighter than 8 lb/foot), anchored and tightly jointed.
Maintenance and Removal
Be aware that sediment control logs will eventually degrade. Remove accumulated sediment before the
depth is one-half the height of the sediment log and repair damage to the sediment log, typically by
replacing the damaged section.
Once the upstream area is stabilized, remove and properly dispose of the logs. Areas disturbed beneath
the logs may need to be seeded and mulched. Sediment control logs that are biodegradable may
occasionally be left in place (e.g., when logs are used in conjunction with erosion control blankets as
permanent slope breaks). However, removal of sediment control logs after final stabilization is typically
appropriate when used in perimeter control, inlet protection and check dam applications. Compost from
compost sediment control logs may be spread over the area and seeded as long as this does not cover
newly established vegetation.
Sediment Control Log (SCL) SC-2
November 2015 Urban Drainage and Flood Control District SCL-3
Urban Storm Drainage Criteria Manual Volume 3
SC-2 Sediment Control Log (SCL)
SCL-4 Urban Drainage and Flood Control District November 2015
Urban Storm Drainage Criteria Manual Volume 3
Sediment Control Log (SCL) SC-2
November 2015 Urban Drainage and Flood Control District SCL-5
Urban Storm Drainage Criteria Manual Volume 3
SC-2 Sediment Control Log (SCL)
SCL-6 Urban Drainage and Flood Control District November 2015
Urban Storm Drainage Criteria Manual Volume 3
Vehicle Tracking Control (VTC) SM-4
November 2010 Urban Drainage and Flood Control District VTC-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph VTC-1. A vehicle tracking control pad constructed with
properly sized rock reduces off-site sediment tracking.
Description
Vehicle tracking controls provide
stabilized construction site access where
vehicles exit the site onto paved public
roads. An effective vehicle tracking
control helps remove sediment (mud or
dirt) from vehicles, reducing tracking onto
the paved surface.
Appropriate Uses
Implement a stabilized construction
entrance or vehicle tracking control where
frequent heavy vehicle traffic exits the
construction site onto a paved roadway. An
effective vehicle tracking control is
particularly important during the following conditions:
Wet weather periods when mud is easily tracked off site.
During dry weather periods where dust is a concern.
When poorly drained, clayey soils are present on site.
Although wheel washes are not required in designs of vehicle tracking controls, they may be needed at
particularly muddy sites.
Design and Installation
Construct the vehicle tracking control on a level surface. Where feasible, grade the tracking control
towards the construction site to reduce off-site runoff. Place signage, as needed, to direct construction
vehicles to the designated exit through the vehicle tracking control. There are several different types of
stabilized construction entrances including:
VTC-1. Aggregate Vehicle Tracking Control. This is a coarse-aggregate surfaced pad underlain by a
geotextile. This is the most common vehicle tracking control, and when properly maintained can be
effective at removing sediment from vehicle tires.
VTC-2. Vehicle Tracking Control with Construction Mat or Turf Reinforcement Mat. This type of
control may be appropriate for site access at very small construction sites with low traffic volume over
vegetated areas. Although this application does not typically remove sediment from vehicles, it helps
protect existing vegetation and provides a stabilized entrance.
Vehicle Tracking Control
Functions
Erosion Control Moderate
Sediment Control Yes
Site/Material Management Yes
SM-4 Vehicle Tracking Control (VTC)
VTC-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Photograph VTC-2. A vehicle tracking control pad with wheel wash
facility. Photo courtesy of Tom Gore.
VTC-3. Stabilized Construction Entrance/Exit with Wheel Wash. This is an aggregate pad, similar
to VTC-1, but includes equipment for tire washing. The wheel wash equipment may be as simple as
hand-held power washing equipment to more advance proprietary systems. When a wheel wash is
provided, it is important to direct wash water to a sediment trap prior to discharge from the site.
Vehicle tracking controls are sometimes installed in combination with a sediment trap to treat runoff.
Maintenance and Removal
Inspect the area for degradation and
replace aggregate or material used for a
stabilized entrance/exit as needed. If the
area becomes clogged and ponds water,
remove and dispose of excess sediment
or replace material with a fresh layer of
aggregate as necessary.
With aggregate vehicle tracking controls,
ensure rock and debris from this area do
not enter the public right-of-way.
Remove sediment that is tracked onto the
public right of way daily or more
frequently as needed. Excess sediment
in the roadway indicates that the
stabilized construction entrance needs
maintenance.
Ensure that drainage ditches at the
entrance/exit area remain clear.
A stabilized entrance should be removed only when there is no longer the potential for vehicle tracking to
occur. This is typically after the site has been stabilized.
When wheel wash equipment is used, be sure that the wash water is discharged to a sediment trap prior to
discharge. Also inspect channels conveying the water from the wash area to the sediment trap and
stabilize areas that may be eroding.
When a construction entrance/exit is removed, excess sediment from the aggregate should be removed
and disposed of appropriately. The entrance should be promptly stabilized with a permanent surface
following removal, typically by paving.
Vehicle Tracking Control (VTC) SM-4
November 2010 Urban Drainage and Flood Control District VTC-3
Urban Storm Drainage Criteria Manual Volume 3
SM-4 Vehicle Tracking Control (VTC)
VTC-4 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Vehicle Tracking Control (VTC) SM-4
November 2010 Urban Drainage and Flood Control District VTC-5
Urban Storm Drainage Criteria Manual Volume 3
SM-4 Vehicle Tracking Control (VTC)
VTC-6 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Inlet Protection (IP) SC-6
August 2013 Urban Drainage and Flood Control District IP-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph IP-1. Inlet protection for a curb opening inlet.
Description
Inlet protection consists of permeable
barriers installed around an inlet to
filter runoff and remove sediment prior
to entering a storm drain inlet. Inlet
protection can be constructed from rock
socks, sediment control logs, silt fence,
block and rock socks, or other materials
approved by the local jurisdiction.
Area inlets can also be protected by
over-excavating around the inlet to
form a sediment trap.
Appropriate Uses
Install protection at storm sewer inlets
that are operable during construction.
Consider the potential for tracked-out
sediment or temporary stockpile areas to contribute sediment to inlets when determining which inlets
must be protected. This may include inlets in the general proximity of the construction area, not limited
to downgradient inlets. Inlet protection is not a stand-alone BMP and should be used in conjunction with
other upgradient BMPs.
Design and Installation
To function effectively, inlet protection measures must be installed to ensure that flows do not bypass the
inlet protection and enter the storm drain without treatment. However, designs must also enable the inlet
to function without completely blocking flows into the inlet in a manner that causes localized flooding.
When selecting the type of inlet protection, consider factors such as type of inlet (e.g., curb or area, sump
or on-grade conditions), traffic, anticipated flows, ability to secure the BMP properly, safety and other
site-specific conditions. For example, block and rock socks will be better suited to a curb and gutter
along a roadway, as opposed to silt fence or sediment control logs, which cannot be properly secured in a
curb and gutter setting, but are effective area inlet protection measures.
Several inlet protection designs are provided in the Design Details. Additionally, a variety of proprietary
products are available for inlet protection that may be approved for use by local governments. If
proprietary products are used, design details and installation procedures from the manufacturer must be
followed. Regardless of the type of inlet protection selected, inlet protection is most effective when
combined with other BMPs such as curb socks and check dams. Inlet protection is often the last barrier
before runoff enters the storm sewer or receiving water.
Design details with notes are provided for these forms of inlet
protection:
IP-1. Block and Rock Sock Inlet Protection for Sump or On-grade
Inlets
IP-2. Curb (Rock) Socks Upstream of Inlet Protection, On-grade
Inlets
Inlet Protection
(various forms)
Functions
Erosion Control No
Sediment Control Yes
Site/Material Management No
SC-6 Inlet Protection (IP)
IP-2 Urban Drainage and Flood Control District August 2013
Urban Storm Drainage Criteria Manual Volume 3
IP-3. Rock Sock Inlet Protection for Sump/Area Inlet
IP-4. Silt Fence Inlet Protection for Sump/Area Inlet
IP-5. Over-excavation Inlet Protection
IP-6. Straw Bale Inlet Protection for Sump/Area Inlet
CIP-1. Culvert Inlet Protection
Propriety inlet protection devices should be installed in accordance with manufacturer specifications.
More information is provided below on selecting inlet protection for sump and on-grade locations.
Inlets Located in a Sump
When applying inlet protection in sump conditions, it is important that the inlet continue to function
during larger runoff events. For curb inlets, the maximum height of the protective barrier should be lower
than the top of the curb opening to allow overflow into the inlet during larger storms without excessive
localized flooding. If the inlet protection height is greater than the curb elevation, particularly if the filter
becomes clogged with sediment, runoff will not enter the inlet and may bypass it, possibly causing
localized flooding, public safety issues, and downstream erosion and damage from bypassed flows.
Area inlets located in a sump setting can be protected through the use of silt fence, concrete block and
rock socks (on paved surfaces), sediment control logs/straw wattles embedded in the adjacent soil and
stacked around the area inlet (on pervious surfaces), over-excavation around the inlet, and proprietary
products providing equivalent functions.
Inlets Located on a Slope
For curb and gutter inlets on paved sloping streets, block and rock sock inlet protection is recommended
in conjunction with curb socks in the gutter leading to the inlet. For inlets located along unpaved roads,
also see the Check Dam Fact Sheet.
Maintenance and Removal
Inspect inlet protection frequently. Inspection and maintenance guidance includes:
Inspect for tears that can result in sediment directly entering the inlet, as well as result in the contents
of the BMP (e.g., gravel) washing into the inlet.
Check for improper installation resulting in untreated flows bypassing the BMP and directly entering
the inlet or bypassing to an unprotected downstream inlet. For example, silt fence that has not been
properly trenched around the inlet can result in flows under the silt fence and directly into the inlet.
Look for displaced BMPs that are no longer protecting the inlet. Displacement may occur following
larger storm events that wash away or reposition the inlet protection. Traffic or equipment may also
crush or displace the BMP.
Monitor sediment accumulation upgradient of the inlet protection.
Inlet Protection (IP) SC-6
August 2013 Urban Drainage and Flood Control District IP-3
Urban Storm Drainage Criteria Manual Volume 3
Remove sediment accumulation from the area upstream of the inlet protection, as needed to maintain
BMP effectiveness, typically when it reaches no more than half the storage capacity of the inlet
protection. For silt fence, remove sediment when it accumulates to a depth of no more than 6 inches.
Remove sediment accumulation from the area upstream of the inlet protection as needed to maintain
the functionality of the BMP.
Propriety inlet protection devices should be inspected and maintained in accordance with
manufacturer specifications. If proprietary inlet insert devices are used, sediment should be removed
in a timely manner to prevent devices from breaking and spilling sediment into the storm drain.
Inlet protection must be removed and properly disposed of when the drainage area for the inlet has
reached final stabilization.
SC-6 Inlet Protection (IP)
IP-4 Urban Drainage and Flood Control District August 2013
Urban Storm Drainage Criteria Manual Volume 3
Inlet Protection (IP) SC-6
August 2013 Urban Drainage and Flood Control District IP-5
Urban Storm Drainage Criteria Manual Volume 3
SC-6 Inlet Protection (IP)
IP-6 Urban Drainage and Flood Control District August 2013
Urban Storm Drainage Criteria Manual Volume 3
Inlet Protection (IP) SC-6
August 2013 Urban Drainage and Flood Control District IP-7
Urban Storm Drainage Criteria Manual Volume 3
SC-6 Inlet Protection (IP)
IP-8 Urban Drainage and Flood Control District August 2013
Urban Storm Drainage Criteria Manual Volume 3
Temporary Outlet Protection (TOP) EC-8
November 2010 Urban Drainage and Flood Control District TOP-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph TOP-1. Riprap outlet protection.
Description
Outlet protection helps to reduce erosion
immediately downstream of a pipe,
culvert, slope drain, rundown or other
conveyance with concentrated, high-
velocity flows. Typical outlet protection
consists of riprap or rock aprons at the
conveyance outlet.
Appropriate Uses
Outlet protection should be used when a
conveyance discharges onto a disturbed
area where there is potential for accelerated
erosion due to concentrated flow. Outlet
protection should be provided where the velocity at the culvert outlet exceeds the maximum permissible
velocity of the material in the receiving channel.
Note: This Fact Sheet and detail are for temporary outlet protection, outlets that are intended to be used
for less than 2 years. For permanent, long-term outlet protection, see the Major Drainage chapter of
Volume 1.
Design and Installation
Design outlet protection to handle runoff from the largest drainage area that may be contributing runoff
during construction (the drainage area may change as a result of grading). Key in rock, around the entire
perimeter of the apron, to a minimum depth of 6 inches for stability. Extend riprap to the height of the
culvert or the normal flow depth of the downstream channel, whichever is less. Additional erosion
control measures such as vegetative lining, turf reinforcement mat and/or other channel lining methods
may be required downstream of the outlet protection if the channel is susceptible to erosion. See Design
Detail OP-1 for additional information.
Maintenance and Removal
Inspect apron for damage and displaced rocks. If rocks are missing or significantly displaced, repair or
replace as necessary. If rocks are continuously missing or displaced, consider increasing the size of the
riprap or deeper keying of the perimeter.
Remove sediment accumulated at the outlet before the outlet protection becomes buried and ineffective.
When sediment accumulation is noted, check that upgradient BMPs, including inlet protection, are in
effective operating condition.
Outlet protection may be removed once the pipe is no longer
draining an upstream area, or once the downstream area has
been sufficiently stabilized. If the drainage pipe is
permanent, outlet protection can be left in place; however,
permanent outlet protection should be designed and
constructed in accordance with the requirements of the
Major Drainage chapter of Volume 2.
Outlet Protection
Functions
Erosion Control Yes
Sediment Control Moderate
Site/Material Management No
EC-8 Temporary Outlet Protection (TOP)
TOP-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Temporary Outlet Protection (TOP) EC-8
November 2010 Urban Drainage and Flood Control District TOP-3
Urban Storm Drainage Criteria Manual Volume 3
Rough Cut Street Control (RCS) EC-9
November 2010 Urban Drainage and Flood Control District RCS-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph RCS-1. Rough cut street controls.
Description
Rough cut street controls are rock or
earthen berms placed along dirt roadways
that are under construction or used for
construction access. These temporary
berms intercept sheet flow and divert
runoff from the roadway, and control
erosion by minimizing concentration of
flow and reducing runoff velocity.
Appropriate Uses
Appropriate uses include:
Temporary dirt construction roadways
that have not received roadbase.
Roadways under construction that will not be paved within 14 days of final grading, and that have not
yet received roadbase.
Design and Installation
Rough cut street controls are designed to redirect sheet flow off the dirt roadway to prevent water from
concentrating and eroding the soil. These controls consist of runoff barriers that are constructed at
intervals along the road. These barriers are installed perpendicular to the longitudinal slope from the
outer edge of the roadside swale to the crown of the road. The barriers are positioned alternately from the
right and left side of the road to allow construction traffic to pass in the lane not barred. If construction
traffic is expected to be congested and a vehicle tracking control has been constructed, rough-cut street
controls may be omitted for 400 feet from the entrance. Runoff from the controls should be directed to
another stormwater BMP such as a roadside swale with check dams once removed from the roadway. See
Detail RCS-1 for additional information.
Maintenance and Removal
Inspect street controls for erosion and stability. If rills are forming in the roadway or cutting through the
control berms, place the street controls at shorter intervals. If earthen berms are used, periodic
recompaction may be necessary. When rock berms are used,
repair and/or replace as necessary when damaged. Street
controls may be removed 14 days prior to road surfacing and
paving.
Rough Cut Street Control
Functions Erosion Control Yes
Sediment Control Moderate
Site/Material Management No
EC-9 Rough Cut Street Control (RCS)
RCS-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Rough Cut Street Control (RCS) EC-9
November 2010 Urban Drainage and Flood Control District RCS-3
Urban Storm Drainage Criteria Manual Volume 3
Rolled Erosion Control Products (RECP) EC-6
November 2010 Urban Drainage and Flood Control District RECP-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph RECP-1. Erosion control blanket protecting the slope from
erosion and providing favorable conditions for revegetation.
Description
Rolled Erosion Control Products
(RECPs) include a variety of
temporary or permanently installed
manufactured products designed to
control erosion and enhance vegetation
establishment and survivability,
particularly on slopes and in channels.
For applications where natural
vegetation alone will provide sufficient
permanent erosion protection,
temporary products such as netting,
open weave textiles and a variety of
erosion control blankets (ECBs) made
of biodegradable natural materials
(e.g., straw, coconut fiber) can be used.
For applications where natural
vegetation alone will not be sustainable under expected flow conditions, permanent rolled erosion control
products such as turf reinforcement mats (TRMs) can be used. In particular, turf reinforcement mats are
designed for discharges that exert velocities and sheer stresses that exceed the typical limits of mature
natural vegetation.
Appropriate Uses
RECPs can be used to control erosion in conjunction with revegetation efforts, providing seedbed
protection from wind and water erosion. These products are often used on disturbed areas on steep
slopes, in areas with highly erosive soils, or as part of drainageway stabilization. In order to select the
appropriate RECP for site conditions, it is important to have a general understanding of the general types
of these products, their expected longevity, and general characteristics.
The Erosion Control Technology Council (ECTC 2005) characterizes rolled erosion control products
according to these categories:
Mulch control netting: A planar woven natural fiber or extruded geosynthetic mesh used as a
temporary degradable rolled erosion control product to anchor loose fiber mulches.
Open weave textile: A temporary degradable rolled erosion control product composed of processed
natural or polymer yarns woven into a matrix, used to provide erosion control and facilitate
vegetation establishment.
Erosion control blanket (ECB): A temporary
degradable rolled erosion control product composed of
processed natural or polymer fibers which are
mechanically, structurally or chemically bound together
to form a continuous matrix to provide erosion control
and facilitate vegetation establishment. ECBs can be
further differentiated into rapidly degrading single-net
and double-net types or slowly degrading types.
Rolled Erosion Control Products
Functions
Erosion Control Yes
Sediment Control No
Site/Material Management No
EC-6 Rolled Erosion Control Products (RECP)
RECP-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Turf Reinforcement Mat (TRM): A rolled erosion control product composed of non-degradable
synthetic fibers, filaments, nets, wire mesh, and/or other elements, processed into a permanent, three-
dimensional matrix of sufficient thickness. TRMs, which may be supplemented with degradable
components, are designed to impart immediate erosion protection, enhance vegetation establishment
and provide long-term functionality by permanently reinforcing vegetation during and after
maturation. Note: TRMs are typically used in hydraulic applications, such as high flow ditches and
channels, steep slopes, stream banks, and shorelines, where erosive forces may exceed the limits of
natural, unreinforced vegetation or in areas where limited vegetation establishment is anticipated.
Tables RECP-1 and RECP-2 provide guidelines for selecting rolled erosion control products appropriate
to site conditions and desired longevity. Table RECP-1 is for conditions where natural vegetation alone
will provide permanent erosion control, whereas Table RECP-2 is for conditions where vegetation alone
will not be adequately stable to provide long-term erosion protection due to flow or other conditions.
Rolled Erosion Control Products (RECP) EC-6
November 2010 Urban Drainage and Flood Control District RECP-3
Urban Storm Drainage Criteria Manual Volume 3
Table RECP-1. ECTC Standard Specification for Temporary Rolled Erosion Control Products
(Adapted from Erosion Control Technology Council 2005)
Product Description Slope
Applications*
Channel
Applications*
Minimum
Tensile
Strength1
Expected
Longevity
Maximum
Gradient C Factor2,5 Max. Shear
Stress3,4,6
Mulch Control Nets 5:1 (H:V) ≤0.10 @
5:1
0.25 lbs/ft2
(12 Pa)
5 lbs/ft
(0.073 kN/m)
Up to 12
months
Netless Rolled
Erosion Control
Blankets
4:1 (H:V) ≤0.10 @
4:1
0.5 lbs/ft2
(24 Pa)
5 lbs/ft
(0.073 kN/m)
Single-net Erosion
Control Blankets &
Open Weave Textiles
3:1 (H:V) ≤0.15 @
3:1
1.5 lbs/ft2
(72 Pa)
50 lbs/ft
(0.73 kN/m)
Double-net Erosion
Control Blankets 2:1 (H:V) ≤0.20 @
2:1
1.75 lbs/ft2
(84 Pa)
75 lbs/ft
(1.09 kN/m)
Mulch Control Nets 5:1 (H:V) ≤0.10 @
5:1
0.25 lbs/ft2
(12 Pa)
25 lbs/ft
(0.36 kN/m) 24 months
Erosion Control
Blankets & Open
Weave Textiles
(slowly degrading)
1.5:1 (H:V) ≤0.25 @
1.5:1
2.00 lbs/ft2
(96 Pa)
100 lbs/ft
(1.45 kN/m) 24 months
Erosion Control
Blankets & Open
Weave Textiles
1:1 (H:V) ≤0.25 @
1:1
2.25 lbs/ft2
(108 Pa)
125 lbs/ft
(1.82 kN/m) 36 months
* C Factor and shear stress for mulch control nettings must be obtained with netting used in conjunction
with pre-applied mulch material. (See Section 5.3 of Chapter 7 Construction BMPs for more information
on the C Factor.)
1 Minimum Average Roll Values, Machine direction using ECTC Mod. ASTM D 5035.
2 C Factor calculated as ratio of soil loss from RECP protected slope (tested at specified or greater
gradient, H:V) to ratio of soil loss from unprotected (control) plot in large-scale testing.
3 Required minimum shear stress RECP (unvegetated) can sustain without physical damage or excess
erosion (> 12.7 mm (0.5 in) soil loss) during a 30-minute flow event in large-scale testing.
4 The permissible shear stress levels established for each performance category are based on historical
experience with products characterized by Manning's roughness coefficients in the range of 0.01 - 0.05.
5 Acceptable large-scale test methods may include ASTM D 6459, or other independent testing deemed
acceptable by the engineer.
6 Per the engineer’s discretion. Recommended acceptable large-scale testing protocol may include ASTM
D 6460, or other independent testing deemed acceptable by the engineer.
EC-6 Rolled Erosion Control Products (RECP)
RECP-4 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Table RECP-2. ECTC Standard Specification for Permanent1 Rolled Erosion Control Products
(Adapted from: Erosion Control Technology Council 2005)
Product Type Slope
Applications Channel Applications
TRMs with a minimum thickness of
0.25 inches (6.35 mm) per ASTM D
6525 and UV stability of 80% per
ASTM D 4355 (500 hours
exposure).
Maximum
Gradient
Maximum
Shear Stress4,5
Minimum
Tensile
Strength2,3
0.5:1 (H:V) 6.0 lbs/ft2 (288 Pa) 125 lbs/ft (1.82
kN/m)
0.5:1 (H:V) 8.0 lbs/ft2 (384 Pa) 150 lbs/ft (2.19
kN/m)
0.5:1 (H:V) 10.0 lbs/ft2 (480 Pa) 175 lbs/ft (2.55
kN/m)
1 For TRMs containing degradable components, all property values must be obtained on the non-
degradable portion of the matting alone.
2 Minimum Average Roll Values, machine direction only for tensile strength determination using ASTM
D 6818 (Supersedes Mod. ASTM D 5035 for RECPs)
3 Field conditions with high loading and/or high survivability requirements may warrant the use of a TRM
with a tensile strength of 44 kN/m (3,000 lb/ft) or greater.
4 Required minimum shear stress TRM (fully vegetated) can sustain without physical damage or excess
erosion (> 12.7 mm (0.5 in.) soil loss) during a 30-minute flow event in large scale testing.
5 Acceptable large-scale testing protocols may include ASTM D 6460, or other independent testing
deemed acceptable by the engineer.
Design and Installation
RECPs should be installed according to manufacturer’s specifications and guidelines. Regardless of the
type of product used, it is important to ensure no gaps or voids exist under the material and that all
corners of the material are secured using stakes and trenching. Continuous contact between the product
and the soil is necessary to avoid failure. Never use metal stakes to secure temporary erosion control
products. Often wooden stakes are used to anchor RECPs; however, wood stakes may present installation
and maintenance challenges and generally take a long time to biodegrade. Some local jurisdictions have
had favorable experiences using biodegradable stakes.
This BMP Fact Sheet provides design details for several commonly used ECB applications, including:
ECB-1 Pipe Outlet to Drainageway
ECB-2 Small Ditch or Drainageway
ECB-3 Outside of Drainageway
Rolled Erosion Control Products (RECP) EC-6
November 2010 Urban Drainage and Flood Control District RECP-5
Urban Storm Drainage Criteria Manual Volume 3
Staking patterns are also provided in the design details according to these factors:
ECB type
Slope or channel type
For other types of RECPs including TRMs, these design details are intended to serve as general
guidelines for design and installation; however, engineers should adhere to manufacturer’s installation
recommendations.
Maintenance and Removal
Inspection of erosion control blankets and other RECPs includes:
Check for general signs of erosion, including voids beneath the mat. If voids are apparent, fill the
void with suitable soil and replace the erosion control blanket, following the appropriate staking
pattern.
Check for damaged or loose stakes and secure loose portions of the blanket.
Erosion control blankets and other RECPs that are biodegradable typically do not need to be removed
after construction. If they must be removed, then an alternate soil stabilization method should be installed
promptly following removal.
Turf reinforcement mats, although generally resistant to biodegradation, are typically left in place as a
dense vegetated cover grows in through the mat matrix. The turf reinforcement mat provides long-term
stability and helps the established vegetation resist erosive forces.
EC-6 Rolled Erosion Control Products (RECP)
RECP-6 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Rolled Erosion Control Products (RECP) EC-6
November 2010 Urban Drainage and Flood Control District RECP-7
Urban Storm Drainage Criteria Manual Volume 3
EC-6 Rolled Erosion Control Products (RECP)
RECP-8 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Rolled Erosion Control Products (RECP) EC-6
November 2010 Urban Drainage and Flood Control District RECP-9
Urban Storm Drainage Criteria Manual Volume 3
PAGE 1 OF 2
8. Temporary Berm (TB)
1. DESCRIPTION:
Temporary Berms are temporary control measure
barriers made of compacted subsoil or other
approved materials such as embankment or sand
bags. Their function is to intercept and divert
sheet surface runoff away from areas not yet
stabilized, prevent erosion, manage sheet flow,
and reduce sediment transport.
2. CONTROL MEASURE USES
☒ Erosion Control
☒ Sediment Control
☐ Site/Materials Management
3. RELEVANT SPECIFICATION SECTIONS
Section 208 – Erosion Control
a) 208.05 (d) – Construction BMPS
b) 208.11 – Method of Measurement
4. RELEVANT M-STANDARD DETAILS
M-208-1, Sheet 7 of 11 (Grading Applications)
5. BASIS OF PAYMENT
Pay item Description Pay Unit
208-00300 Temporary Berm LF
6. APPLICATIONS
• May be constructed across roadways
(transverse berm) at a slight angle with
respect to the centerline.
• May be constructed along the top edge of
fill slopes or below the toe of exposed and
erodible slopes (upslope or downslope side
of a construction area). They can also be
used at storm drain inlets (when approved)
and across minor swales and ditches.
• May be used to construct Rough Cut Street
Control measures.
• May be used to divert surface sheet flows
from areas where flows may damage
property or interfere with establishment
of vegetation.
• May be used to divert surface runoff to
other control measures like Sediment
Traps.
Temporary Berm along access road
• May be used on relatively flat slopes to
capture surface runoff to shorten the
overall slope length before it has a chance
to concentrate and cause rill and gully
erosion
7. LIMITATIONS
• Only to be used as a temporary measure
on flat areas with slopes less than 2H:1V.
• Must use a secondary erosion control
measure device when sediment control is
an objective.
• Susceptible to erosion when intercepted
concentrated flows have high velocities.
8. SOILS TRIANGLE
PAGE 2 OF 2
8. Temporary Berm (TB)
9. SWMP ADMINISTRATOR FOR DESIGN CRITERIA
• Temporary Berm:
o Berm must be at least 18 inches tall or high enough to prevent overtopping.
o Berm must have a minimum of 4- to 6-foot base.
o Gradient of all receiving area above berm must be less than 2:1, or flatter.
o Berms must be designed so that flow line of water is at a gradient of less than 3 percent.
Greater than 3 percent may require the use of Check Dams in the flow line behind the
berm.
o Outlets of anticipated flow from captured water behind berms must be designed with
additional control measures suitable to control concentrated flow. Maximum drainage area
for each outlet must be limited to 2 acres.
o Berms installed taller than 2 feet require additional control measures at the toe opposite
of the conveyance side.
10. INSTALLATION CRITERIA
• Construct Temporary Berm using native subsoil materials that can be compacted. Topsoil may
not be used to construct these structures.
• Temporary Berm must be compacted manually or by mechanical means.
• The berms shall be constructed at regular intervals along the road and shall be perpendicular
to the longitudinal slope from the outer edge of the swale to the crown of the road.
11. MAINTENANCE AND REMOVAL
• When upstream area is stabilized, Temporary Berms may be removed. Disturbed area around
control measure must be cleared of any debris or sediment, receive subgrade soil preparation,
and be seeded and mulched.
• Removed material for Temporary Berms may be distributed on-site at a location approved by
the Engineer.
• Inspect Temporary Berms on a daily basis for signs of erosion, stability, and compaction.
Whenever erosion is spotted, replace lost material and recompact berm to match original
conditions.
• If intensive maintenance is necessary to keep this control measure functional, consider using a
different control measure device (see Silt Dike [fact sheet No. 19] or Erosion Logs [fact sheet
No. 17].
Concrete Washout Area (CWA) MM-1
November 2010 Urban Drainage and Flood Control District CWA-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph CWA-1. Example of concrete washout area. Note gravel
tracking pad for access and sign.
Description
Concrete waste management involves
designating and properly managing a
specific area of the construction site as a
concrete washout area. A concrete
washout area can be created using one of
several approaches designed to receive
wash water from washing of tools and
concrete mixer chutes, liquid concrete
waste from dump trucks, mobile batch
mixers, or pump trucks. Three basic
approaches are available: excavation of a
pit in the ground, use of an above ground
storage area, or use of prefabricated haul-
away concrete washout containers.
Surface discharges of concrete washout
water from construction sites are prohibited.
Appropriate Uses
Concrete washout areas must be designated on all sites that will generate concrete wash water or liquid
concrete waste from onsite concrete mixing or concrete delivery.
Because pH is a pollutant of concern for washout activities, when unlined pits are used for concrete
washout, the soil must have adequate buffering capacity to result in protection of state groundwater
standards; otherwise, a liner/containment must be used. The following management practices are
recommended to prevent an impact from unlined pits to groundwater:
The use of the washout site should be temporary (less than 1 year), and
The washout site should be not be located in an area where shallow groundwater may be present, such
as near natural drainages, springs, or wetlands.
Design and Installation
Concrete washout activities must be conducted in a manner that does not contribute pollutants to surface
waters or stormwater runoff. Concrete washout areas may be lined or unlined excavated pits in the
ground, commercially manufactured prefabricated washout containers, or aboveground holding areas
constructed of berms, sandbags or straw bales with a plastic liner.
Although unlined washout areas may be used, lined pits may be required to protect groundwater under
certain conditions.
Do not locate an unlined washout area within 400 feet
of any natural drainage pathway or waterbody or
within 1,000 feet of any wells or drinking water
sources. Even for lined concrete washouts, it is
advisable to locate the facility away from waterbodies
and drainage paths. If site constraints make these
Concrete Washout Area
Functions
Erosion Control No
Sediment Control No
Site/Material Management Yes
MM-1 Concrete Washout Area (CWA)
CWA-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
setbacks infeasible or if highly permeable soils exist in the area, then the pit must be installed with an
impermeable liner (16 mil minimum thickness) or surface storage alternatives using prefabricated
concrete washout devices or a lined aboveground storage area should be used.
Design details with notes are provided in Detail CWA-1 for pits and CWA-2 for aboveground storage
areas. Pre-fabricated concrete washout container information can be obtained from vendors.
Maintenance and Removal
A key consideration for concrete washout areas is to ensure that adequate signage is in place identifying
the location of the washout area. Part of inspecting and maintaining washout areas is ensuring that
adequate signage is provided and in good repair and that the washout area is being used, as opposed to
washout in non-designated areas of the site.
Remove concrete waste in the washout area, as needed to maintain BMP function (typically when filled to
about two-thirds of its capacity). Collect concrete waste and deliver offsite to a designated disposal
location.
Upon termination of use of the washout site, accumulated solid waste, including concrete waste and any
contaminated soils, must be removed from the site to prevent on-site disposal of solid waste. If the wash
water is allowed to evaporate and the concrete hardens, it may be recycled.
Photograph CWA-3. Earthen concrete washout. Photo
courtesy of CDOT.
Photograph CWA-2. Prefabricated concrete washout. Photo
courtesy of CDOT.
Concrete Washout Area (CWA) MM-1
November 2010 Urban Drainage and Flood Control District CWA-3
Urban Storm Drainage Criteria Manual Volume 3
MM-1 Concrete Washout Area (CWA)
CWA-4 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Temporary and Permanent Seeding (TS/PS) EC-2
June 2012 Urban Drainage and Flood Control District TS/PS-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph TS/PS -1. Equipment used to drill seed. Photo courtesy of
Douglas County.
Description
Temporary seeding can be used to
stabilize disturbed areas that will be
inactive for an extended period.
Permanent seeding should be used to
stabilize areas at final grade that will not
be otherwise stabilized. Effective seeding
includes preparation of a seedbed,
selection of an appropriate seed mixture,
proper planting techniques, and protection
of the seeded area with mulch, geotextiles,
or other appropriate measures.
Appropriate Uses
When the soil surface is disturbed and
will remain inactive for an extended
period (typically 30 days or longer),
proactive stabilization measures should be implemented. If the inactive period is short-lived (on the order
of two weeks), techniques such as surface roughening may be appropriate. For longer periods of
inactivity, temporary seeding and mulching can provide effective erosion control. Permanent seeding
should be used on finished areas that have not been otherwise stabilized.
Typically, local governments have their own seed mixes and timelines for seeding. Check jurisdictional
requirements for seeding and temporary stabilization.
Design and Installation
Effective seeding requires proper seedbed preparation, selection of an appropriate seed mixture, use of
appropriate seeding equipment to ensure proper coverage and density, and protection with mulch or fabric
until plants are established.
The USDCM Volume 2 Revegetation Chapter contains detailed seed mix, soil preparations, and seeding
and mulching recommendations that may be referenced to supplement this Fact Sheet.
Drill seeding is the preferred seeding method. Hydroseeding is not recommended except in areas where
steep slopes prevent use of drill seeding equipment, and even in these instances it is preferable to hand
seed and mulch. Some jurisdictions do not allow hydroseeding or hydromulching.
Seedbed Preparation
Prior to seeding, ensure that areas to be revegetated have
soil conditions capable of supporting vegetation. Overlot
grading can result in loss of topsoil, resulting in poor quality
subsoils at the ground surface that have low nutrient value,
little organic matter content, few soil microorganisms,
rooting restrictions, and conditions less conducive to
infiltration of precipitation. As a result, it is typically
necessary to provide stockpiled topsoil, compost, or other
Temporary and Permanent Seeding
Functions
Erosion Control Yes
Sediment Control No
Site/Material Management No
EC-2 Temporary and Permanent Seeding (TS/PS)
TS/PS-2 Urban Drainage and Flood Control District June 2012
Urban Storm Drainage Criteria Manual Volume 3
soil amendments and rototill them into the soil to a depth of 6 inches or more.
Topsoil should be salvaged during grading operations for use and spread on areas to be revegetated later.
Topsoil should be viewed as an important resource to be utilized for vegetation establishment, due to its
water-holding capacity, structure, texture, organic matter content, biological activity, and nutrient content.
The rooting depth of most native grasses in the semi-arid Denver metropolitan area is 6 to 18 inches. At a
minimum, the upper 6 inches of topsoil should be stripped, stockpiled, and ultimately respread across
areas that will be revegetated.
Where topsoil is not available, subsoils should be amended to provide an appropriate plant-growth
medium. Organic matter, such as well digested compost, can be added to improve soil characteristics
conducive to plant growth. Other treatments can be used to adjust soil pH conditions when needed. Soil
testing, which is typically inexpensive, should be completed to determine and optimize the types and
amounts of amendments that are required.
If the disturbed ground surface is compacted, rip or rototill the surface prior to placing topsoil. If adding
compost to the existing soil surface, rototilling is necessary. Surface roughening will assist in placement
of a stable topsoil layer on steeper slopes, and allow infiltration and root penetration to greater depth.
Prior to seeding, the soil surface should be rough and the seedbed should be firm, but neither too loose
nor compacted. The upper layer of soil should be in a condition suitable for seeding at the proper depth
and conducive to plant growth. Seed-to-soil contact is the key to good germination.
Seed Mix for Temporary Vegetation
To provide temporary vegetative cover on disturbed areas which will not be paved, built upon, or fully
landscaped or worked for an extended period (typically 30 days or more), plant an annual grass
appropriate for the time of planting and mulch the planted areas. Annual grasses suitable for the Denver
metropolitan area are listed in Table TS/PS-1. These are to be considered only as general
recommendations when specific design guidance for a particular site is not available. Local governments
typically specify seed mixes appropriate for their jurisdiction.
Seed Mix for Permanent Revegetation
To provide vegetative cover on disturbed areas that have reached final grade, a perennial grass mix should
be established. Permanent seeding should be performed promptly (typically within 14 days) after
reaching final grade. Each site will have different characteristics and a landscape professional or the local
jurisdiction should be contacted to determine the most suitable seed mix for a specific site. In lieu of a
specific recommendation, one of the perennial grass mixes appropriate for site conditions and growth
season listed in Table TS/PS-2 can be used. The pure live seed (PLS) rates of application recommended
in these tables are considered to be absolute minimum rates for seed applied using proper drill-seeding
equipment.
If desired for wildlife habitat or landscape diversity, shrubs such as rubber rabbitbrush (Chrysothamnus
nauseosus), fourwing saltbush (Atriplex canescens) and skunkbrush sumac (Rhus trilobata) could be
added to the upland seedmixes at 0.25, 0.5 and 1 pound PLS/acre, respectively. In riparian zones,
planting root stock of such species as American plum (Prunus americana), woods rose (Rosa woodsii),
plains cottonwood (Populus sargentii), and willow (Populus spp.) may be considered. On non-topsoiled
upland sites, a legume such as Ladak alfalfa at 1 pound PLS/acre can be included as a source of nitrogen
for perennial grasses.
Temporary and Permanent Seeding (TS/PS) EC-2
June 2012 Urban Drainage and Flood Control District TS/PS-3
Urban Storm Drainage Criteria Manual Volume 3
Seeding dates for the highest success probability of perennial species along the Front Range are generally
in the spring from April through early May and in the fall after the first of September until the ground
freezes. If the area is irrigated, seeding may occur in summer months, as well. See Table TS/PS-3 for
appropriate seeding dates.
Table TS/PS-1. Minimum Drill Seeding Rates for Various Temporary Annual Grasses
Speciesa
(Common name)
Growth
Seasonb
Pounds of
Pure Live Seed
(PLS)/acrec
Planting
Depth
(inches)
1. Oats Cool 35 - 50 1 - 2
2. Spring wheat Cool 25 - 35 1 - 2
3. Spring barley Cool 25 - 35 1 - 2
4. Annual ryegrass Cool 10 - 15 ½
5. Millet Warm 3 - 15 ½ - ¾
6. Sudangrass Warm 5–10 ½ - ¾
7. Sorghum Warm 5–10 ½ - ¾
8. Winter wheat Cool 20–35 1 - 2
9. Winter barley Cool 20–35 1 - 2
10. Winter rye Cool 20–35 1 - 2
11. Triticale Cool 25–40 1 - 2
a Successful seeding of annual grass resulting in adequate plant growth will
usually produce enough dead-plant residue to provide protection from
wind and water erosion for an additional year. This assumes that the cover
is not disturbed or mowed closer than 8 inches.
Hydraulic seeding may be substituted for drilling only where slopes are
steeper than 3:1 or where access limitations exist. When hydraulic
seeding is used, hydraulic mulching should be applied as a separate
operation, when practical, to prevent the seeds from being encapsulated in
the mulch.
b See Table TS/PS-3 for seeding dates. Irrigation, if consistently applied,
may extend the use of cool season species during the summer months.
c Seeding rates should be doubled if seed is broadcast, or increased by 50
percent if done using a Brillion Drill or by hydraulic seeding.
EC-2 Temporary and Permanent Seeding (TS/PS)
TS/PS-4 Urban Drainage and Flood Control District June 2012
Urban Storm Drainage Criteria Manual Volume 3
Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses
Commona
Name
Botanical
Name
Growth
Seasonb
Growth
Form
Seeds/
Pound
Pounds of
PLS/acre
Alakali Soil Seed Mix
Alkali sacaton Sporobolus airoides Cool Bunch 1,750,000 0.25
Basin wildrye Elymus cinereus Cool Bunch 165,000 2.5
Sodar streambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5
Jose tall wheatgrass Agropyron elongatum 'Jose' Cool Bunch 79,000 7.0
Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 5.5
Total 17.75
Fertile Loamy Soil Seed Mix
Ephriam crested wheatgrass Agropyron cristatum
'Ephriam' Cool Sod 175,000 2.0
Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1.0
Lincoln smooth brome Bromus inermis leyss
'Lincoln' Cool Sod 130,000 3.0
Sodar streambank wheatgrass Agropyron riparium 'Sodar' Cool Sod 170,000 2.5
Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 7.0
Total 15.5
High Water Table Soil Seed Mix
Meadow foxtail Alopecurus pratensis Cool Sod 900,000 0.5
Redtop Agrostis alba Warm Open sod 5,000,000 0.25
Reed canarygrass Phalaris arundinacea Cool Sod 68,000 0.5
Lincoln smooth brome Bromus inermis leyss
'Lincoln' Cool Sod 130,000 3.0
Pathfinder switchgrass Panicum virgatum
'Pathfinder' Warm Sod 389,000 1.0
Alkar tall wheatgrass Agropyron elongatum
'Alkar' Cool Bunch 79,000 5.5
Total 10.75
Transition Turf Seed Mixc
Ruebens Canadian bluegrass Poa compressa 'Ruebens' Cool Sod 2,500,000 0.5
Dural hard fescue Festuca ovina 'duriuscula' Cool Bunch 565,000 1.0
Citation perennial ryegrass Lolium perenne 'Citation' Cool Sod 247,000 3.0
Lincoln smooth brome Bromus inermis leyss
'Lincoln' Cool Sod 130,000 3.0
Total 7.5
Temporary and Permanent Seeding (TS/PS) EC-2
June 2012 Urban Drainage and Flood Control District TS/PS-5
Urban Storm Drainage Criteria Manual Volume 3
Table TS/PS-2. Minimum Drill Seeding Rates for Perennial Grasses (cont.)
Common
Name
Botanical
Name
Growth
Seasonb
Growth
Form
Seeds/
Pound
Pounds of
PLS/acre
Sandy Soil Seed Mix
Blue grama Bouteloua gracilis Warm Sod-forming
bunchgrass 825,000 0.5
Camper little bluestem Schizachyrium scoparium
'Camper' Warm Bunch 240,000 1.0
Prairie sandreed Calamovilfa longifolia Warm Open sod 274,000 1.0
Sand dropseed Sporobolus cryptandrus Cool Bunch 5,298,000 0.25
Vaughn sideoats grama Bouteloua curtipendula
'Vaughn' Warm Sod 191,000 2.0
Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 5.5
Total 10.25
Heavy Clay, Rocky Foothill Seed Mix
Ephriam crested wheatgrassd Agropyron cristatum
'Ephriam' Cool Sod 175,000 1.5
Oahe Intermediate wheatgrass Agropyron intermedium
'Oahe' Cool Sod 115,000 5.5
Vaughn sideoats gramae Bouteloua curtipendula
'Vaughn' Warm Sod 191,000 2.0
Lincoln smooth brome Bromus inermis leyss
'Lincoln' Cool Sod 130,000 3.0
Arriba western wheatgrass Agropyron smithii 'Arriba' Cool Sod 110,000 5.5
Total 17.5
a All of the above seeding mixes and rates are based on drill seeding followed by crimped straw mulch. These rates should be
doubled if seed is broadcast and should be increased by 50 percent if the seeding is done using a Brillion Drill or is applied
through hydraulic seeding. Hydraulic seeding may be substituted for drilling only where slopes are steeper than 3:1. If
hydraulic seeding is used, hydraulic mulching should be done as a separate operation.
b See Table TS/PS-3 for seeding dates.
c If site is to be irrigated, the transition turf seed rates should be doubled.
d Crested wheatgrass should not be used on slopes steeper than 6H to 1V.
e Can substitute 0.5 lbs PLS of blue grama for the 2.0 lbs PLS of Vaughn sideoats grama.
EC-2 Temporary and Permanent Seeding (TS/PS)
TS/PS-6 Urban Drainage and Flood Control District June 2012
Urban Storm Drainage Criteria Manual Volume 3
Table TS/PS-3. Seeding Dates for Annual and Perennial Grasses
Annual Grasses
(Numbers in table reference
species in Table TS/PS-1)
Perennial Grasses
Seeding Dates Warm Cool Warm Cool
January 1–March 15
March 16–April 30 4 1,2,3
May 1–May 15 4
May 16–June 30 4,5,6,7
July 1–July 15 5,6,7
July 16–August 31
September 1–September 30 8,9,10,11
October 1–December 31
Mulch
Cover seeded areas with mulch or an appropriate rolled erosion control product to promote establishment
of vegetation. Anchor mulch by crimping, netting or use of a non-toxic tackifier. See the Mulching BMP
Fact Sheet for additional guidance.
Maintenance and Removal
Monitor and observe seeded areas to identify areas of poor growth or areas that fail to germinate. Reseed
and mulch these areas, as needed.
An area that has been permanently seeded should have a good stand of vegetation within one growing
season if irrigated and within three growing seasons without irrigation in Colorado. Reseed portions of
the site that fail to germinate or remain bare after the first growing season.
Seeded areas may require irrigation, particularly during extended dry periods. Targeted weed control may
also be necessary.
Protect seeded areas from construction equipment and vehicle access.
Stabilized Staging Area (SSA) SM-6
November 2010 Urban Drainage and Flood Control District SSA-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph SSA-1. Example of a staging area with a gravel surface to
prevent mud tracking and reduce runoff. Photo courtesy of Douglas
County.
Description
A stabilized staging area is a clearly
designated area where construction
equipment and vehicles, stockpiles, waste
bins, and other construction-related
materials are stored. The contractor
office trailer may also be located in this
area. Depending on the size of the
construction site, more than one staging
area may be necessary.
Appropriate Uses
Most construction sites will require a
staging area, which should be clearly
designated in SWMP drawings. The layout
of the staging area may vary depending on
the type of construction activity. Staging areas located in roadways due to space constraints require
special measures to avoid materials being washed into storm inlets.
Design and Installation
Stabilized staging areas should be completed prior to other construction activities beginning on the site.
Major components of a stabilized staging area include:
Appropriate space to contain storage and provide for loading/unloading operations, as well as parking
if necessary.
A stabilized surface, either paved or covered, with 3-inch diameter aggregate or larger.
Perimeter controls such as silt fence, sediment control logs, or other measures.
Construction fencing to prevent unauthorized access to construction materials.
Provisions for Good Housekeeping practices related to materials storage and disposal, as described in
the Good Housekeeping BMP Fact Sheet.
A stabilized construction entrance/exit, as described in the Vehicle Tracking Control BMP Fact Sheet,
to accommodate traffic associated with material delivery and waste disposal vehicles.
Over -sizing the stabilized staging area may result in disturbance of existing vegetation in excess of that
required for the project. This increases costs, as well as
requirements for long-term stabilization following the
construction period. When designing the stabilized staging area,
minimize the area of disturbance to the extent practical.
Stabilized Staging Area
Functions
Erosion Control Yes
Sediment Control Moderate
Site/Material
Yes
SM-6 Stabilized Staging Area (SSA)
SSA-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
See Detail SSA-1 for a typical stabilized staging area and SSA-2 for a stabilized staging area when
materials staging in roadways is required.
Maintenance and Removal
Maintenance of stabilized staging areas includes maintaining a stable surface cover of gravel, repairing
perimeter controls, and following good housekeeping practices.
When construction is complete, debris, unused stockpiles and materials should be recycled or properly
disposed. In some cases, this will require disposal of contaminated soil from equipment leaks in an
appropriate landfill. Staging areas should then be permanently stabilized with vegetation or other surface
cover planned for the development.
Minimizing Long-Term Stabilization Requirements
Utilize off-site parking and restrict vehicle access to the site.
Use construction mats in lieu of rock when staging is provided in an area that will not be disturbed
otherwise.
Consider use of a bermed contained area for materials and equipment that do not require a
stabilized surface.
Consider phasing of staging areas to avoid disturbance in an area that will not be otherwise
disturbed.
Stabilized Staging Area (SSA) SM-6
November 2010 Urban Drainage and Flood Control District SSA-3
Urban Storm Drainage Criteria Manual Volume 3
SM-6 Stabilized Staging Area (SSA)
SSA-4 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Stockpile Management (SP) MM-2
November 2010 Urban Drainage and Flood Control District SP-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph SP-1. A topsoil stockpile that has been partially
revegetated and is protected by silt fence perimeter control.
Description
Stockpile management includes
measures to minimize erosion and
sediment transport from soil stockpiles.
Appropriate Uses
Stockpile management should be used
when soils or other erodible materials
are stored at the construction site.
Special attention should be given to
stockpiles in close proximity to natural
or manmade storm systems.
Design and Installation
Locate stockpiles away from all drainage system components including storm sewer inlets. Where
practical, choose stockpile locations that that will remain undisturbed for the longest period of time as the
phases of construction progress. Place sediment control BMPs around the perimeter of the stockpile, such
as sediment control logs, rock socks, silt fence, straw bales and sand bags. See Detail SP-1 for guidance
on proper establishment of perimeter controls around a stockpile. For stockpiles in active use, provide a
stabilized designated access point on the upgradient side of the stockpile.
Stabilize the stockpile surface with surface roughening, temporary seeding and mulching, erosion control
blankets, or soil binders. Soils stockpiled for an extended period (typically for more than 60 days) should
be seeded and mulched with a temporary grass cover once the stockpile is placed (typically within 14
days). Use of mulch only or a soil binder is acceptable if the stockpile will be in place for a more limited
time period (typically 30-60 days). Timeframes for stabilization of stockpiles noted in this fact sheet are
"typical" guidelines. Check permit requirements for specific federal, state, and/or local requirements that
may be more prescriptive.
Stockpiles should not be placed in streets or paved areas unless no other practical alternative exists. See
the Stabilized Staging Area Fact Sheet for guidance when staging in roadways is unavoidable due to
space or right-of-way constraints. For paved areas, rock socks must be used for perimeter control and all
inlets with the potential to receive sediment from the stockpile (even from vehicle tracking) must be
protected.
Maintenance and Removal
Inspect perimeter controls and inlet protection in accordance with their respective BMP Fact Sheets.
Where seeding, mulch and/or soil binders are used, reseeding or reapplication of soil binder may be
necessary.
When temporary removal of a perimeter BMP is necessary
to access a stockpile, ensure BMPs are reinstalled in
accordance with their respective design detail section.
Stockpile Management
Functions
Erosion Control Yes
Sediment Control Yes
Site/Material Management Yes
MM-2 Stockpile Management (SM)
SP-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
When the stockpile is no longer needed, properly dispose of excess materials and revegetate or otherwise
stabilize the ground surface where the stockpile was located.
Stockpile Management (SP) MM-2
November 2010 Urban Drainage and Flood Control District SP-3
Urban Storm Drainage Criteria Manual Volume 3
MM-2 Stockpile Management (SM)
SP-4 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Stockpile Management (SP) MM-2
November 2010 Urban Drainage and Flood Control District SP-5
Urban Storm Drainage Criteria Manual Volume 3
MM-2 Stockpile Management (SM)
SP-6 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Rock Sock (RS) SC-5
November 2010 Urban Drainage and Flood Control District RS-1
Urban Storm Drainage Criteria Manual Volume 3
Photograph RS-1. Rock socks placed at regular intervals in a curb
line can help reduce sediment loading to storm sewer inlets. Rock
socks can also be used as perimeter controls.
Description
A rock sock is constructed of gravel
that has been wrapped by wire mesh or
a geotextile to form an elongated
cylindrical filter. Rock socks are
typically used either as a perimeter
control or as part of inlet protection.
When placed at angles in the curb line,
rock socks are typically referred to as
curb socks. Rock socks are intended to
trap sediment from stormwater runoff
that flows onto roadways as a result of
construction activities.
Appropriate Uses
Rock socks can be used at the perimeter
of a disturbed area to control localized
sediment loading. A benefit of rock
socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the
ground; therefore, they are often used on roadway construction projects where paved surfaces are present.
Use rock socks in inlet protection applications when the construction of a roadway is substantially
complete and the roadway has been directly connected to a receiving storm system.
Design and Installation
When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per
100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and
a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail
RS-1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are
used for inlet protection and in the curb line.
When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the
curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert
drivers and street maintenance workers of their presence.
Maintenance and Removal
Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for
damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to
maintain the functionality of the BMP, typically when sediment
has accumulated behind the rock sock to one-half of the sock's
height.
Once upstream stabilization is complete, rock socks and
accumulated sediment should be removed and properly disposed.
Rock Sock
Functions
Erosion Control No
Sediment Control Yes
Site/Material Management No
SC-5 Rock Sock (RS)
RS-2 Urban Drainage and Flood Control District November 2010
Urban Storm Drainage Criteria Manual Volume 3
Rock Sock (RS) SC-5
November 2010 Urban Drainage and Flood Control District RS-3
Urban Storm Drainage Criteria Manual Volume 3
Appendix F - Colorado Discharge Permit System (CDPS) Application
For Agency Use Only
Permit Number Assigned
COR03-__________________________
Date Received ______/______/______
MM DD YYYY
COLORADO DISCHARGE PERMIT SYSTEM (CDPS)
STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES APPLICATION
PHOTO COPIES, FAXED COPIES, PDF COPIES OR EMAILS WILL NOT BE ACCEPTED.
Please print or type. Original signatures are required.
All items must be completed accurately and in their entirety for the application to be deemed complete. Incomplete applications will not be processed until all
information is received which will ultimately delay the issuance of a permit. If more space is required to answer any question, please attach additional sheets to the
application form. Applications must be submitted by mail or hand delivered to:
Colorado Department of Public Health and Environment
Water Quality Control Division
4300 Cherry Creek Drive South
WQCD-WQPS-B2
Denver, CO 80246-1530
Any additional information that you would like the Division to consider in developing the permit should be provided with the application. Examples include effluent data
and/or modeling and planned pollutant removal strategies.
Responsible Person (Title):
* PERMITTEE (if more than one please add additional pages)
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
Dedicated to protecting and improving the health and environment of the people of Colorado
Water Quality Control Division
4300 Cherry Creek Drive South
WQCD-WQPS-B2
Denver, CO 80246-1530
(303) 692– 3500 www.coloradowaterpermits.com
PERMIT INFORMATION
Reason for Application: NEW CERT RENEW CERT EXISTING CERT#
Applicant is: Property Owner Contractor/Operator
A. CONTACT INFORMATION—NOT ALL CONTACTS MAY APPLY *indicates required
* ORGANIZATION FORMAL NAME:
1) * PERMITTEE CONTACT the person authorized to sign and certify the permit application.
This person receives all permit correspondences and is the person responsible for ensuring compliance with the permit.
Currently Held By (Person): FirstName: LastName:
Telephone: Email Address:
Organization:
Mailing Address:
City: State: Zip Code:
This form must be signed by the Permittee (listed in item 1) to be considered complete.
Per Regulation 61 In all cases, it shall be signed as follows:
In the case of corporations, by a responsible corporate officer. For the purposes of this section, the responsible corporate officer is
responsible for the overall operation of the facility from which the discharge described in the application originates.
In the case of a partnership, by a general partner.
In the case of a sole proprietorship, by the proprietor.
In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official.
SW Construction Application for: page 1 of 5
HOW TO COMPLETE THIS APPLICATION
1. Online via web browser. You must use Internet Explorer (version 8 and above). All other browsers disable the electronic submission features.
OR
2. Download and save this form to your computer. Then open Adobe Reader (or Acrobat), select File, then Open and navigate to where the form is saved. This is the best
option if using a Mac computer (Do not use the Mac Preview program).
Responsible Person (Title):
2) DMR COGNIZANT OFFICIAL (i.e. authorized agent) the person or position authorized to sign and certify reports required by the Division
including Discharge Monitoring Reports *DMR’s, Annual Reports, Compliance Schedule submittals, and other information requested by the
Division. The Division will transmit pre-printed reports (ie. DMR’s) to this person. If more than one, please add additional pages.
Currently Held By (Person): FirstName: LastName:
Telephone: Email Address:
Organization:
Mailing Address:
City: State: Zip Code:
Same as 1) Permittee
Per Regulation 61 : All reports required by permits, and other information requested by the Division shall be signed by the permittee or by a duly
authorized representative of that person. A person is a duly authorized representative only if:
i.The authorization is made in writing by the permittee.
ii.The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or
activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an
individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus
be either a named individual or any individual occupying a named position); and
iii.The written authorization is submitted to the Division.
Responsible Person (Title):
Currently Held By (Person): FirstName: LastName:
Telephone: Email Address:
Organization:
Mailing Address:
City: State: Zip Code:
Same as 1) Permittee
4) *BILLING CONTACT if different than the permittee.
3) *SITE CONTACT local contact for questions relating to the facility & discharge authorized by this permit
Responsible Person (Title):
Currently Held By (Person): FirstName: LastName:
Telephone: Email Address:
Organization:
Mailing Address:
City: State: Zip Code:
Same as 1) Permittee
SW Construction Application for: page 2 of 5
B)PERMITTED PROJECT/FACILITY INFORMATION
5) OTHER CONTACT TYPES (check below) Add pages if necessary:
LastName:
Email Address:
Responsible Person (Title):
Currently Held By (Person):
Telephone:
Organization:
Mailing Address:
City: State: Zip Code:
001A Latitude
Decimal Degrees
Pretreatment Coordinator
Environmental Contact
Biosolids Responsible Party
Other:
Property Owner
Inspection Facility Contact
Consultant
Compliance Contact
Stormwater MS4 Responsible Person
Stormwater Authorized Representative
Project/Facility Name
Street Address or Cross Streets
(e.g., “S. of Park St. between 5th Ave. and 10th Ave.”, or “W. side of C.R. 21, 3.25 miles N. of Hwy 10”; A street name without an address,
intersection, mile marker, or other identifying information describing the location of the project is not adequate. For linear projects, the route of
the project should be described as best as possible with the location more accurately indicated by a map.)
Facility Latitude/Longitude - (approximate center of site to nearest 15 seconds using one of the following formats)
001A Longitude .
Degrees (to 3 decimal places)
.
Degrees (to 3 decimal places)
(e.g., 39.703°, 104.933°)
001A Latitude 001A Longitude o
Degrees
‘
Minutes Seconds
“ o
Degrees
‘
Minutes Seconds
“ e.g., 39°46'11"N, 104°53'11"W
Degrees, Minutes, Seconds
OR
For the approximate center point of the property, to the nearest 15 seconds. The latitude and longitude must be provided as either degrees,
minutes, and seconds, or in decimal degrees with three decimal places. This information may be obtained from a variety of sources, including:
Surveyors or engineers for the project should have, or be able to calculate, this information.
EPA maintains a web-based siting tool as part of their Toxic Release Inventory program that uses interactive maps and aerial pho-
tography to help users get latitude and longitude. The siting tool can be accessed at www.epa.gov/tri/report/siting_tool/index.htm
U.S. Geological Survey topographical map(s), available at area map stores.
Using a Global Positioning System (GPS) unit to obtain a direct reading.
Note: the latitude/longitude required above is not the directional degrees, minutes, and seconds provided on a site legal description to define
property boundaries.
C)MAP (Attachment) If no map is submitted, the permit will not be issued Facility Information
Map: Attach a map that indicates the site location and that CLEARLY shows the boundaries of the area that will be disturbed. Maps must be no
larger than 11x17 inches.
D)LEGAL DESCRIPTION
Legal description: If subdivided, provide the legal description below, or indicate that it is not applicable (do not supply Township/Range/Section
or metes and bounds description of site)
Subdivision(s):Lot(s): Block(s)
OR Not applicable (site has not been subdivided)
SW Construction Application for: page 3 of 5
City:Zip Code:County:
Total area of project site (Acres) Area of project site to undergo disturbance (Acres)
Note: aside from clearing, grading and excavation activities, disturbed areas also include areas receiving overburden (e.g., stockpiles), demolition areas,
and areas with heavy equipment/vehicle traffic and storage that disturb existing vegetative cover
E)AREA OF CONSTRUCTION SITE
Total disturbed area of Larger Common Plan of Development or Sale. If applicable:
SW Construction Application for: page 4 of 5
Single Family Residential Development
Other—Description:
(i.e., total, including all phases, filings, lots, and infrastructure not covered by this application)
Provide both the total area of the construction site, and the area that will undergo disturbance, in acres. Note: aside from clearing, grading and excavation
activities, disturbed areas also include areas receiving overburden (e.g., stockpiles), demolition areas, and areas with heavy equipment/vehicle traffic and storage
that disturb existing vegetative cover (see construction activity description under the APPLICABILITY section on page 1). If the project is part of a larger common
plan of development or sale (see the definition under the APPLICABILITY section on page 1), the disturbed area of the total plan must also be included.
F)NATURE OF CONSTRUCTION ACTIVITY
Check the appropriate box(s) or provide a brief description that indicates the general nature of the construction activities. (The full description of activities must be
included in the Stormwater Management Plan.)
Multi-Family Residential Development
Commercial Development
Oil and Gas Production and/or Exploration (including pad sites and associated infrastructure)
Highway/Road Development (not including roadways associated with commercial or residential development)
G)ANTICIPATED CONSTRUCTION SCHEDULE
Final Stabilization Date: Construction Start Date:
Construction Start Date - This is the day you expect to begin ground disturbing activities, including grubbing, stockpiling, excavating, demolition,
and grading activities.
Final Stabilization Date - in terms of permit coverage, this is when the site is finally stabilized. This means that all ground surface disturbing
activities at the site have been completed, and all disturbed areas have been either built on, paved, or a uniform vegetative cover has been
established with an individual plant density of at least 70 percent of pre-disturbance levels. Permit coverage must be maintained until the site is
finally stabilized. Even if you are only doing one part of the project, the estimated final stabilization date must be for the overall project.
If permit coverage is still required once your part is completed, the permit certification may be transferred or reassigned to a new responsible
entity(s).
H)RECEIVING WATERS (If discharge is to a ditch or storm sewer, include the name of the ultimate receiving waters)
Immediate Receiving Water(s):
Ultimate Receiving Water(s):
Identify the receiving water of the stormwater from your site. Receiving waters are any waters of the State of Colorado. This includes all water courses, even if they
are usually dry. If stormwater from the construction site enters a ditch or storm sewer system, identify that system and indicate the ultimate receiving water for the
ditch or storm sewer. Note: a stormwater discharge permit does not allow a discharge into a ditch or storm sewer system without the approval of the owner/
operator of that system.
I)SIGNATURE PAGE
STORMWATER MANAGEMENT PLAN CERTIFICATION
Ink Signature Electronic Signature
1.You may print and sign this document and mail the hard copy to the State along with required documents.
OR
2.Electronic Submission Signature
You may choose to submit your application electronically, along with required attachments. To do so, click the SUBMIT button below which will direct you, via
e-mail , to sign the document electronically using the DocuSign Electronic Signature process. Once complete, you will receive, again via e-mail, an electronically
stamped Adobe pdf of this application. Print the signature page from the electronically stamped pdf, sign it and mail it to the WQCD Permits Section to complete
the application process (address is on page 1 of the application).
The Division encourages use of the electronic submission of the application and electronic signature. This method meets signature requirements as
required by the State of Colorado.
The ink signed copy of the electronically stamped pdf signature page is also required. This requirement meets Federal EPA Requirements.
Processing of the application will begin with the receipt of the valid electronic signature.
“I certify under penalty of law that a complete Stormwater Management Plan, as described in Appendix B of this application, has been prepared for my activity.
Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the Stormwater
Management Plan is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for falsely certifying
the completion of said SWMP, including the possibility of fine and imprisonment for knowing violations."
Date:
Signature of Legally Responsible Person or Authorized Agent (submission must include original signature)
Name (printed) Title
"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate and complete.
I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations."
“I understand that submittal of this application is for coverage under the State of Colorado General Permit for Stormwater Discharges Associated with Construction
Activity for the entirety of the construction site/project described and applied for, until such time as the application is amended or the certification is
transferred, inactivated, or expired.” [Reg 61.4(1)(h)]
DO NOT INCLUDE A COPY OF THE STORMWATER MANAGEMENT PLAN
DO NOT INCLUDE PAYMENT—AN INVOICE WILL BE SENT AFTER THE CERTIFICATION IS ISSUED.
This form must be signed by the Permittee to be considered complete. Per Regulation 61 In all cases, it shall be signed as follows:
a) In the case of corporations, by a responsible corporate officer. For the purposes of this section, the responsible corporate officer is responsible for the over
all operation of the facility from which the discharge described in the application originates.
b) In the case of a partnership, by a general partner.
c) In the case of a sole proprietorship, by the proprietor.
d) In the case of a municipal, state, or other public facility, by either a principal executive officer or ranking elected official
SW Construction Application for: page 5 of 5
3rd Party Preparer: If this form was prepared by an authorized agent on behalf of the Permittee, please complete the fields below.
Preparer Name (printed) Email Address
For Docusign
Appendix G - Sample Inspection Log
Appendix H – Floodplain Permit
3/16/22
Appendix I – GroundWater Information
TH-1 TH-2
TH-4
TH-7
TH-8
TH-6
TH-5
TH-3
Mulberry Road
11
10
9
8
6
7
MULBERRY RD.
VINE DR.I - 25CR 9ESITE
LEGEND:
INDICATES APPROXIMATE
LOCATION OF EXPLORATORY
BORING
INDICATES
DEPTH-TO-GROUNDWATER
(FEET)
TH-1
7
HARTFORD HOMES
SPRINGER-FISCHER PROPERTY
CTL I T PROJECT NO. FC07733-115 FIGURE 4
Depth-to-Groundwater
Countour Map
VICINITY MAP
(FORT COLLINS, COLORADO)
NOT TO SCALE
500'
APPROXIMATE
SCALE: 1" = 500'
Appendix J – Site Map and Design Drawings
Erosion Control Plans
Erosion Control Phasing Plan
Overall Grading
Exhibit for Offsite Flow
Landscape Plan
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 •GallowayUS.com
VICINITY MAP
MULBERRY DEVELOPMENT
NOT TO SCALE
LOT 15
LOT 14
LOT 13
LOT 12
LOT 21
LOT 20
LOT 19
LOT 18
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 22
LOT 23
LOT 24
LOT 9
LOT 10
LOT 11 LOT 10
LOT 9
LOT 8
LOT 7
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 28
LOT 27
LOT 26
LOT 25
LOT 24
LOT 17
LOT 18
LOT 19
LOT 20
LOT 23
LOT 22
LOT 21
LOT 36
LOT 37
LOT 6
LOT 5
LOT 27
LOT 6
LOT 12
LOT 11
LOT 24
LOT 25
LOT 23
LOT 13
LOT 12
LOT 11
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 30
LOT 29
LOT 28
LOT 27
LOT 7
LOT 16 LOT 17
LOT 16
LOT 8
LOT 7
LOT 26
LOT 25
LOT 38
LOT 39
LOT 40
LOT 4
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 26
LOT 10
LOT 9
LOT 8
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 31
LOT 10
LOT 2
LOT 1
LOT 32
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8 LOT 7
LOT 6LOT 5
LOT 4
LOT 1
LOT 3
LOT 2
LOT 15 LOT 14 LOT 13 LOT 12
LOT 11
LOT 2 LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 8
LOT 9
LOT 10
LOT 1
LOT 2
LOT 1LOT 16
LOT 15
LOT 14LOT 3
LOT 4 LOT 13
LOT 12LOT 5
LOT 6 LOT 11
LOT 10LOT 7 LOT 7
LOT 6 LOT 13
LOT 5 LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 17LOT 2
LOT 18
LOT 8 LOT 9
LOT 8 LOT 11
LOT 12
LOT 10
LOT 9
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 10LOT 11LOT 12LOT 13
LOT 1
LOT 14
LOT 7
LOT 8LOT 9
LOT 3 LOT 4 LOT 5
LOT 10LOT 11LOT 12
LOT 1 LOT 2
LOT 13LOT 14
LOT 6 LOT 7
LOT 8LOT 9
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 27LOT 28LOT 29LOT 30LOT 31 LOT 25
LOT 7 LOT 8 LOT 9
LOT 23LOT 24
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13LOT 1
LOT 8
LOT 14
LOT 19
LOT 20LOT 21LOT 22
LOT 18
LOT 17
LOT 16
LOT 15
LOT 2 LOT 3 LOT 4
LOT 5LOT 6LOT 7
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22 LOT 15 LOT 14 LOT 13
LOT 10LOT 9LOT 8LOT 1
LOT 8
LOT 11
LOT 12
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12 LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 3 LOT 14
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 10LOT 7
LOT 8 LOT 9
LOT 1 LOT 16
LOT 15LOT 2
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1
LOT 1
LOT 9
LOT 8
LOT 8
LOT 16
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 1
LOT 9
LOT 8
LOT 16
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11
LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 10LOT 9LOT 8LOT 7LOT 6
LOT 20 LOT 10
LOT 9LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 13LOT 14LOT 15LOT 16LOT 17
LOT 7 LOT 8 LOT 9 LOT 10
LOT 9
LOT 8LOT 1
LOT 16
LOT 11
LOT 12
LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18
LOT 1
LOT 2
LOT 3
LOT 6
LOT 10
LOT 11
LOT 4
LOT 5
LOT 7
LOT 8
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12
LOT 13
LOT 23
LOT 24
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
MM
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
MM MMMMM
S S
S S
S S
S S
S S
S S
MMMMMMMM M
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_OverallErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=300'
0 150 30075
Know what's
before you dig.
KEYMAP
JKD
JEP
OVERALL EROSION CONTROL
C11.0
8''SS8''SSS
S
S
S
S
S
M
LOT 12 LOT 13 LOT 14
LOT 19
LOT 20
LOT 18
LOT 17
LOT 16
LOT 15
BLOCK 21
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.1
Know what's
before you dig.
MATCHLINE-SEE SHEET C11.4 MATCHLINE-SEE SHEET C11.2SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.2
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.1MATCHLINE-SEE SHEET C11.5 MATCHLINE-SEE SHEET C11.3SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.3
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.2MATCHLINE-SEE SHEET C11.6
SCALE: 1"=40'
0 20 40
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 8LOT 7 LOT 9
LOT 6 LOT 7
LOT 10LOT 11 LOT 9
LOT 8
BLOCK 22
BLOCK 22
BLOCK 24
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.4
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
MATCHLINE-SEE SHEET C11.7
MATCHLINE-SEE SHEET C11.1
MATCHLINE-SEE SHEET C11.5SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.5
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.4MATCHLINE-SEE SHEET C11.8
MATCHLINE-SEE SHEET C11.2
MATCHLINE-SEE SHEET C11.6SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.6
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.5MATCHLINE-SEE SHEET C11.9
MATCHLINE-SEE SHEET C11.3
SCALE: 1"=40'
0 20 40
LOT 7
LOT 10
LOT 7
LOT 9
LOT 8
LOT 8
LOT 7
LOT 10 LOT 9
LOT 8
LOT 12 LOT 11
LOT 8LOT 7
LOT 10
LOT 9
BLOCK 26
BLOCK 28
BLOCK 30
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.7
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
MATCHLINE-SEE SHEET C11.10
MATCHLINE-SEE SHEET C11.4
MATCHLINE-SEE SHEET C11.8SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.8
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.7MATCHLINE-SEE SHEET C11.11
MATCHLINE-SEE SHEET C11.5
MATCHLINE-SEE SHEET C11.9SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.9
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.8MATCHLINE-SEE SHEET C11.12
MATCHLINE-SEE SHEET C11.6
SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.10
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
MATCHLINE-SEE SHEET C11.13
MATCHLINE-SEE SHEET C11.7
MATCHLINE-SEE SHEET C11.11SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.11
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.10MATCHLINE-SEE SHEET C11.14
MATCHLINE-SEE SHEET C11.8
MATCHLINE-SEE SHEET C11.12SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.12
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.11MATCHLINE-SEE SHEET C11.9
SCALE: 1"=40'
0 20 40
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.13
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
MATCHLINE-SEE SHEET C11.15
MATCHLINE-SEE SHEET C11.10
MATCHLINE-SEE SHEET C11.14SCALE: 1"=40'
0 20 40
CITY OF GREELEY
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.14
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.13MATCHLINE-SEE SHEET C11.16
MATCHLINE-SEE SHEET C11.11
SCALE: 1"=40'
0 20 40
Know what's
before you dig.
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
MATCHLINE-SEE SHEET C11.17
MATCHLINE-SEE SHEET C11.13
MATCHLINE-SEE SHEET C11.16SCALE: 1"=40'
0 20 40
Know what's
before you dig.
CITY OF GREELEY
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.15MATCHLINE-SEE SHEET C11.18
MATCHLINE-SEE SHEET C11.14
SCALE: 1"=40'
0 20 40
Know what's
before you dig.
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.17
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
MATCHLINE-SEE SHEET C11.15
MATCHLINE-SEE SHEET C11.18SCALE: 1"=40'
0 20 40
CITY OF GREELEY
Know what's
before you dig.
KEYMAP
JKD
JEP
INITIAL EROSION CONTROL PLAN
C11.18
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControl.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C11.17MATCHLINE-SEE SHEET C11.16
MATCHLINE-SEE SHEET ######SCALE: 1"=40'
0 20 40
CITY OF GREELEY
Know what's
before you dig.
LOT 12 LOT 13 LOT 14
LOT 19
LOT 20
LOT 18
LOT 17
LOT 16
LOT 15
BLOCK 21 8''SS8''SSS
S
S
S
S
S
M
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
SCALE: 1"=40'
0 20 40
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.19
Know what's
before you dig.
MATCHLINE-SEE SHEET C11.22 MATCHLINE-SEE SHEET C11.20
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.20
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.19MATCHLINE-SEE SHEET C11.23 MATCHLINE-SEE SHEET C11.21
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.21
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.20MATCHLINE-SEE SHEET C11.24
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 8LOT 7 LOT 9
LOT 6 LOT 7
LOT 10LOT 11 LOT 9
LOT 8
BLOCK 22
BLOCK 22
BLOCK 24
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.22
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.25
MATCHLINE-SEE SHEET C11.19
MATCHLINE-SEE SHEET C11.23
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.23
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.22MATCHLINE-SEE SHEET C11.26
MATCHLINE-SEE SHEET C11.20
MATCHLINE-SEE SHEET C11.24
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.24
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.23MATCHLINE-SEE SHEET C11.27
MATCHLINE-SEE SHEET C11.21
LOT 7
LOT 10
LOT 7
LOT 9
LOT 8
LOT 8
LOT 7
LOT 10 LOT 9
LOT 8
LOT 12 LOT 11
LOT 8LOT 7
LOT 10
LOT 9
BLOCK 26
BLOCK 28
BLOCK 30
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.25
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.28
MATCHLINE-SEE SHEET C11.22
MATCHLINE-SEE SHEET C11.26
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.26
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.25MATCHLINE-SEE SHEET C11.29
MATCHLINE-SEE SHEET C11.23
MATCHLINE-SEE SHEET C11.27
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.27
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.26MATCHLINE-SEE SHEET C11.30
MATCHLINE-SEE SHEET C11.24
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.28
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.31
MATCHLINE-SEE SHEET C11.25
MATCHLINE-SEE SHEET C11.29
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.29
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.28MATCHLINE-SEE SHEET C11.32
MATCHLINE-SEE SHEET C11.26
MATCHLINE-SEE SHEET C11.30
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.30
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.29MATCHLINE-SEE SHEET C11.27
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.31
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.33
MATCHLINE-SEE SHEET C11.28
MATCHLINE-SEE SHEET C11.32Know what's
before you dig.
Know what's
before you dig.
Know what's
before you dig.
CITY OF GREELEY
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.32
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.31MATCHLINE-SEE SHEET C11.34
MATCHLINE-SEE SHEET C11.29
Know what's
before you dig.
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.33
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.35
MATCHLINE-SEE SHEET C11.31
MATCHLINE-SEE SHEET C11.34CITY OF GREELEY
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.34
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.33MATCHLINE-SEE SHEET C11.36
MATCHLINE-SEE SHEET C11.32
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.35
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.33
MATCHLINE-SEE SHEET C11.36CITY OF GREELEY
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.36
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.35MATCHLINE-SEE SHEET C11.34
MATCHLINE-SEE SHEET C11.37CITY OF GREELEY
KEYMAP
JKD
JEP
INTERIM EROSION CONTROL PLAN
C11.37
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.0_ErosionControlInterim.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.36CITY OF GREELEY
FAIRCHILD STREETLOT 12 LOT 13 LOT 14
LOT 19
LOT 20
LOT 18
LOT 17
LOT 16
LOT 15 8''SS8''SSS
S
S
S
S
S
M
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
SCALE: 1"=40'
0 20 40
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.38
Know what's
before you dig.
MATCHLINE-SEE SHEET C11.22 MATCHLINE-SEE SHEET C11.20
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.39
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.19MATCHLINE-SEE SHEET C11.23 MATCHLINE-SEE SHEET C11.21
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.40
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.20MATCHLINE-SEE SHEET C11.24
FAIRCHILD STREETLOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 8LOT 7 LOT 9
LOT 6 LOT 7
LOT 10LOT 11 LOT 9
LOT 8
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.41
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.25
MATCHLINE-SEE SHEET C11.19
MATCHLINE-SEE SHEET C11.23
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.42
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.22MATCHLINE-SEE SHEET C11.26
MATCHLINE-SEE SHEET C11.20
MATCHLINE-SEE SHEET C11.24
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.43
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.23MATCHLINE-SEE SHEET C11.27
MATCHLINE-SEE SHEET C11.21
DELOZIER ROADLOT 7
LOT 10
LOT 7
LOT 9
LOT 8
LOT 8
LOT 7
LOT 10 LOT 9
LOT 8
LOT 12 LOT 11
LOT 8LOT 7
LOT 10
LOT 9
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.44
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.28
MATCHLINE-SEE SHEET C11.22
MATCHLINE-SEE SHEET C11.26
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.45
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.25MATCHLINE-SEE SHEET C11.29
MATCHLINE-SEE SHEET C11.23
MATCHLINE-SEE SHEET C11.27
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.46
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.26MATCHLINE-SEE SHEET C11.30
MATCHLINE-SEE SHEET C11.24
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.47
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.31
MATCHLINE-SEE SHEET C11.25
MATCHLINE-SEE SHEET C11.29
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.48
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.28MATCHLINE-SEE SHEET C11.32
MATCHLINE-SEE SHEET C11.26
MATCHLINE-SEE SHEET C11.30
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.49
Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.29MATCHLINE-SEE SHEET C11.27
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.50
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.33
MATCHLINE-SEE SHEET C11.28
MATCHLINE-SEE SHEET C11.32CITY OF GREELEY
Know what's
before you dig.
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.51
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.31MATCHLINE-SEE SHEET C11.34
MATCHLINE-SEE SHEET C11.29
Know what's
before you dig.
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.52
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.35
MATCHLINE-SEE SHEET C11.31
MATCHLINE-SEE SHEET C11.34Know what's
before you dig.
CITY OF GREELEY
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.53
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.33MATCHLINE-SEE SHEET C11.36
MATCHLINE-SEE SHEET C11.32
Know what's
before you dig.
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.54
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.33
MATCHLINE-SEE SHEET C11.36Know what's
before you dig.
CITY OF GREELEY
MODULAR
HOME
KEYMAP
JKD
JEP
FINAL EROSION CONTROL PLAN
C11.55
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlFinal.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C11.35MATCHLINE-SEE SHEET C11.34
MATCHLINE-SEE SHEET C11.37Know what's
before you dig.
CITY OF GREELEY
LOT 15
LOT 14
LOT 13
LOT 12
LOT 21
LOT 20
LOT 19
LOT 18
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 22
LOT 23
LOT 24
LOT 9
LOT 10
LOT 11 LOT 10
LOT 9
LOT 8
LOT 7
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 28
LOT 27
LOT 26
LOT 25
LOT 24
LOT 17
LOT 18
LOT 19
LOT 20
LOT 23
LOT 22
LOT 21
LOT 36
LOT 37
LOT 6
LOT 5
LOT 27
LOT 6
LOT 12
LOT 11
LOT 24
LOT 25
LOT 23
LOT 13
LOT 12
LOT 11
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 30
LOT 29
LOT 28
LOT 27
LOT 7
LOT 16 LOT 17
LOT 16
LOT 8
LOT 7
LOT 26
LOT 25
LOT 38
LOT 39
LOT 40
LOT 4
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 26
LOT 10
LOT 9
LOT 8
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 31
LOT 10
LOT 2
LOT 1
LOT 32
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8 LOT 7
LOT 6LOT 5
LOT 4
LOT 1
LOT 3
LOT 2
LOT 15 LOT 14 LOT 13 LOT 12
LOT 11
LOT 2 LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 8
LOT 9
LOT 10
LOT 1
LOT 2
LOT 1LOT 16
LOT 15
LOT 14LOT 3
LOT 4 LOT 13
LOT 12LOT 5
LOT 6 LOT 11
LOT 10LOT 7 LOT 7
LOT 6 LOT 13
LOT 5 LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 17LOT 2
LOT 18
LOT 8 LOT 9
LOT 8 LOT 11
LOT 12
LOT 10
LOT 9
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 10LOT 11LOT 12LOT 13
LOT 1
LOT 14
LOT 7
LOT 8LOT 9
LOT 3 LOT 4 LOT 5
LOT 10LOT 11LOT 12
LOT 1 LOT 2
LOT 13LOT 14
LOT 6 LOT 7
LOT 8LOT 9
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 27LOT 28LOT 29LOT 30LOT 31 LOT 25
LOT 7 LOT 8 LOT 9
LOT 23LOT 24
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13LOT 1
LOT 8
LOT 14
LOT 19
LOT 20LOT 21LOT 22
LOT 18
LOT 17
LOT 16
LOT 15
LOT 2 LOT 3 LOT 4
LOT 5LOT 6LOT 7
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22 LOT 15 LOT 14 LOT 13
LOT 10LOT 9LOT 8LOT 1
LOT 8
LOT 11
LOT 12
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12 LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 3 LOT 14
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 10LOT 7
LOT 8 LOT 9
LOT 1 LOT 16
LOT 15LOT 2
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1
LOT 1
LOT 9
LOT 8
LOT 8
LOT 16
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 1
LOT 9
LOT 8
LOT 16
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11
LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 10LOT 9LOT 8LOT 7LOT 6
LOT 20 LOT 10
LOT 9LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 13LOT 14LOT 15LOT 16LOT 17
LOT 7 LOT 8 LOT 9 LOT 10
LOT 9
LOT 8LOT 1
LOT 16
LOT 11
LOT 12
LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18
LOT 1
LOT 2
LOT 3
LOT 6
LOT 10
LOT 11
LOT 4
LOT 5
LOT 7
LOT 8
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12
LOT 13
LOT 23
LOT 24
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
MM
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
MM MMMMM
S S
S S
S S
S S
S S
S S
MMMMMMMM M
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlPhasing.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=300'
0 150 30075
Know what's
before you dig.
KEYMAP
JKD
JEP
EROSION CONTROL PHASING
C11.56
A. GENERAL EROSION CONTROL REQUIREMENTS
THESE NOTES ARE A SUMMARY FOR THE LEGAL REQUIREMENTS, THAT ARE SET FORTH IN THE FORT COLLINS STORMWATER
CRITERIA MANUAL (FCSCM), AND THAT ANY CONFLICT IS RESOLVED BY THE MORE STRINGENT REQUIREMENT CONTROLLING.
1.THE PROPERTY OWNER, OWNER’S REPRESENTATIVE, DEVELOPER, DESIGN ENGINEER, GENERAL
CONTRACTOR, SUB-CONTRACTORS, OR SIMILAR TITLE FOR THE DEVELOPING ENTITY (HERE AFTER REFERRED TO
AS THE DEVELOPER) HAS PROVIDED THESE EROSION CONTROL MATERIALS IN ACCORDANCE WITH EROSION
CONTROL CRITERIA SET FORTH IN THE MANUAL AS AN ATTEMPT TO IDENTIFY EROSION, SEDIMENT, AND OTHER
POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THESE CONSTRUCTION ACTIVITIES AND PREVENTING
THOSE POLLUTANTS FROM LEAVING THE PROJECT SITE AS AN ILLICIT DISCHARGE. FULL CITY REQUIREMENTS AND
ARE OUTLINED AND CLARIFIED IN THE MANUAL UNDER CHAPTER 4: CONSTRUCTION CONTROL MEASURES AND
SHOULD BE USED TO IDENTIFY AND DEFINE WHAT IS NEEDED ON A PROJECT.
2.THE DEVELOPER SHALL MAKE THEMSELVES THOROUGHLY FAMILIAR WITH THE PROVISIONS AND THE CONTENT
OF THE SPECIFICATIONS LAID OUT IN THE MANUAL, THE DEVELOPMENT AGREEMENT, THE EROSION CONTROL
MATERIALS COMPILED FOR THIS PROJECT, AND THE FOLLOWING NOTES AS ALL THESE MATERIALS ARE
APPLICABLE TO THIS PROJECT.
3.THE DEVELOPER SHALL IMPLEMENT AND MAINTAIN CONTROL MEASURES FOR ALL POTENTIAL POLLUTANTS
FROM THE START OF LAND DISTURBING ACTIVITIES UNTIL FINAL STABILIZATION OF THE CONSTRUCTION SITE.
4.THE CITY EROSION CONTROL INSPECTOR SHALL BE NOTIFIED AT LEAST TWENTY-FOUR (24) HOURS PRIOR TO
THE DESIRED START OF ANY CONSTRUCTION ACTIVITIES ON THIS SITE TO ALLOW ADEQUATE TIME FOR ON-SITE
CONFIRMATION (INITIAL INSPECTION WHICH CAN TAKE UP TO TWO BUSINESS DAYS AFTER RECEIVING THE
REQUEST) THAT THE SITE IS IN FACT PROTECTED FROM SEDIMENT AND POLLUTANTS DISCHARGES OFF SITE.
PLEASE CONTACT EROSION@FCGOV.COM EARLY TO SCHEDULE THOSE INITIAL EROSION CONTROL INSPECTIONS
WELL IN ADVANCE SO THAT DEMOLITION, CLEARING, GRUBBING, TREE REMOVAL, AND SCRAPING MAY BEGIN
WITHOUT DELAY. FAILURE TO RECEIVE AN ON-SITE CONFIRMATION BEFORE CONSTRUCTION ACTIVITIES
COMMENCE IS AN AUTOMATIC “NOTICE OF VIOLATION” AND CAN RESULT IN FURTHER ENFORCEMENT
ACTIONS.
5.THE DEVELOPER SHALL PROACTIVELY PROVIDE ALL APPROPRIATE CONTROL MEASURES TO PREVENT DAMAGE
TO ADJACENT DOWNSTREAM AND LEEWARD PROPERTIES. THIS INCLUDES BUT IS NOT LIMITED TO: TREES,
SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, CREEKS, WETLANDS, STREAMS, RIVERS, AND
UTILITIES THAT ARE NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT IN THE COURSE OF
CONSTRUCTION.
6.AT ALL TIMES THE DEVELOPER SHALL BE RESPONSIBLE TO ENSURE ADEQUATE CONTROL MEASURES ARE
DESIGNED, SELECTED, INSTALLED, MAINTAIN, REPAIRED, REPLACED, AND ULTIMATELY REMOVED IN ORDER
TO PREVENT AND CONTROL EROSION SUSPENSION, SEDIMENT TRANSPORTATION, AND POLLUTANT DISCHARGE
AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT.
7.ALL APPLICABLE CONTROL MEASURES BASED UPON THE SEQUENCING AND/OR PHASING OF THE PROJECT
SHALL BE INSTALLED PRIOR TO THOSE CONSTRUCTION ACTIVITIES COMMENCING.
8.AS DYNAMIC CONDITIONS (DUE TO THE NATURE, TIMING, SEQUENCE, AND PHASING OF CONSTRUCTION) IN
THE FIELD MAY WARRANT CONTROL MEASURES IN ADDITION, OR DIFFERENT, TO WHAT IS SHOWN ON THESE
PLANS, THE DEVELOPER SHALL AT ALL TIMES BE RESPONSIBLE TO IMPLEMENT THE CONTROL MEASURES THAT
ARE MOST EFFECTIVE WITH THE CURRENT STATE AND PROGRESS OF CONSTRUCTION. THE DEVELOPER SHALL
IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY, AND/OR AS DIRECTED BY THE CITY
EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INSURE THAT ALL EROSION CONTROL PLANS (MAPS) OR
SWMP DOCUMENTS ARE UPDATED TO REFLECT THE CURRENT SITE CONDITIONS, WITH UPDATES BEING
INITIALED AND DATED. THESE SITE INSPECTIONS AND SITE CONDITION UPDATES SHALL BE MADE AVAILABLE
UPON REQUEST BY THE CITY.
9.ALL LISTINGS, PROVISIONS, MATERIALS, PROCEDURES, ACTIVITIES, SITE WORK AND THE LIKE ARTICULATED IN
THIS OR OTHER WRITTEN SITE-SPECIFIC DOCUMENTS (INCLUDING BUT NOT LIMITED TO THE EROSION CONTROL
REPORTS, DEVELOPMENT AGREEMENTS, LANDSCAPE, AND DRAINAGE MATERIALS) SHALL MEET OR EXCEED
THE MOST RESTRICTIVE LANGUAGE FOR CITY, COUNTY, STATE, AND FEDERAL REGULATIONS WITH REGARDS TO
EROSION, SEDIMENT, POLLUTANT, AND OTHER POLLUTION SOURCE CONTROL MEASURES. THE DEVELOPER
SHALL BE RESPONSIBLE TO COMPLY WITH ALL OF THESE AFOREMENTIONED LAWS AND REGULATIONS.
10.THE DEVELOPER SHALL ENSURE THAT ALL APPROPRIATE PERMITS (CDPS GENERAL PERMIT STORMWATER
DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, DEWATERING, CLEAN WATER ACT, ARMY CORPS
OF ENGINEERS’ 404 WETLANDS MITIGATION PERMIT, ETC.) HAVE BEEN ATTAINED PRIOR TO THE RELEVANT
ACTIVITY HAS BEGUN. THESE PERMITS OR COPIES SHALL BE MADE AVAILABLE UPON REQUEST BY THE CITY.
11.THE DEVELOPER SHALL FURNISH ALL CONVENIENCES AND ASSISTANCES TO AID THE EROSION CONTROL
INSPECTORS OF MATERIALS, WORKMANSHIP, RECORDS, AND SELF-INSPECTIONS, ETC. OF THE CONTROL
MEASURES INVOLVED IN THE CONSTRUCTION ACTIVITIES.
12.THE DEVELOPER SHALL REQUEST CLARIFICATION OF ALL APPARENT SITE CONSTRUCTION ISSUES THAT MAY ARISE
DUE TO INCONSISTENCIES IN CONSTRUCTION PLANS FOR THE SITE OR SITE CONDITIONS AROUND THE SELECTED
CONTROL MEASURES BY CONTACTING THE EROSION CONTROL INSPECTOR. THE EROSION CONTROL INSPECTOR
WILL NOT BE RESPONSIBLE FOR ANY EXPLANATIONS, INTERPRETATIONS, OR SUPPLEMENTARY DATA PROVIDED
BY OTHERS.
13.ALL CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUAL.
14.THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL CONTROL MEASURES AS SITE CONDITIONS WARRANT,
TO THE EXTENT AUTHORIZED BY RELEVANT LEGAL AUTHORITY.
15.AS WITH ANY CONSTRUCTION STANDARDS, OCCASIONS MAY ARISE WHERE THE MINIMUM EROSION CONTROL
STANDARDS ARE EITHER INAPPROPRIATE OR CANNOT BE JUSTIFIED. IN THESE CASES, A VARIANCE TO THESE
STANDARDS MAY BE APPLIED FOR PURSUANT TO THE TERMS, CONDITIONS, AND PROCEDURES OF THE
MANUAL.
16.INSPECTION. THE CONTRACTOR SHALL INSPECT SITE POLLUTANT SOURCES AND IMPLEMENT CONTROL
MEASURES AT A MINIMUM OF ONCE EVERY TWO WEEKS DURING CONSTRUCTION AND WITHIN 24 HOURS
FOLLOWING A PRECIPITATION EVENT. DOCUMENTATION OF EACH INSPECTION SHALL BE RECORDED AND
RETAINED BY THE CONTRACTOR.
17.ALL TEMPORARY CONTROL MEASURES SHALL BE CLEANED, REPAIRED, OR RECONSTRUCTED AS NECESSARY IN
ORDER TO ASSURE CONTINUAL PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS,
PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER
AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGE WAY.
18.ANY CONTROL MEASURE MAY BE SUBSTITUTED FOR ANOTHER STANDARD CONTROL MEASURE SO LONG AS
THAT CONTROL MEASURE IS EQUAL TO, OR OF GREATER PROTECTION THAN THE ORIGINAL CONTROL MEASURE
THAT WAS TO BE USED IN THAT LOCATION. (EX. SILT FENCE, FOR WATTLES, OR FOR COMPACT BERMS) WATTLE
ALONE ON COMMERCIAL CONSTRUCTION SITES HAVE SHOWN TO BE AN INEFFECTIVE SUBSTITUTE FOR SILT
FENCE OR COMPACT BERMS UNLESS IT IS ACCOMPANIED BY A CONSTRUCTION FENCE TO PREVENT VEHICLE
TRAFFIC.
19.ANY IMPLEMENTATION OR REPLACEMENT OF EXISTING CONTROL MEASURES FOR A NON-STANDARD CONTROL,
OR ALTERNATIVE CONTROL MEASURE, SHALL REQUIRE THE REVIEW AND ACCEPTANCE BY THE CITY EROSION
CONTROL STAFF BEFORE THE MEASURE WILL BE ALLOWED TO BE USED ON THIS PROJECT. THESE CONTROL
MEASURES’ DETAILS SHALL BE SUBMITTED, REVIEWED AND ACCEPTED TO BE IN ACCORDANCE WITH THE
EROSION CONTROL CRITERIA BASED UPON THE FUNCTIONALITY AND EFFECTIVENESS IN ACCORDANCE WITH
SOUND ENGINEERING AND HYDROLOGICAL PRACTICES
B. LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS
20.THERE SHALL BE NO EARTH-DISTURBING ACTIVITY OUTSIDE THE LIMITS DESIGNATED ON THE ACCEPTED PLANS.
OFF ROAD STAGING AREAS OR STOCKPILES MUST BE PREAPPROVED BY THE CITY. DISTURBANCES BEYOND
THESE LIMITS WILL BE RESTORED TO ORIGINAL CONDITION.
21.PRE-DISTURBANCE VEGETATION SHALL BE IDENTIFIED, PROTECTED, AND RETAINED WHEREVER POSSIBLE.
REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR
IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. THIS SHOULD
INCLUDE SEQUENCING AND PHASING CONSTRUCTION ACTIVITIES IN A WAY SO THAT THE SOIL IS NOT EXPOSED
FOR LONG PERIODS OF TIME BY SCHEDULE OR LIMIT GRADING TO SMALL AREAS. THIS SHOULD ALSO INCLUDE
WHEN PRACTICAL ADVANCING THE SCHEDULE ON STABILIZATION ACTIVITIES SUCH THAT LANDSCAPING TAKES
PLACE SHORTLY IF NOT IMMEDIATELY AFTER GRADING HAS OCCURRED. VEGETATION EFFORTS SHALL START AS
SOON AS POSSIBLE TO RETURN THE SITE TO A STABILIZED CONDITION. SENSITIVE AREAS SHOULD AVOID
CLEARING AND GRADING ACTIVITIES AS MUCH POSSIBLE.
22.ALL EXPOSED SOILS OR DISTURBED AREAS ARE CONSIDERED A POTENTIAL POLLUTANT AND SHALL HAVE CONTROL
MEASURES IMPLEMENTED ON THE SITE TO PREVENT MATERIALS FROM LEAVING THE SITE.
23.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS,
STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION AT ALL TIMES BY EQUIPMENT
TRACKING, SCARIFYING OR DISKING THE SURFACE ON A CONTOUR WITH A 2 TO 4 INCH MINIMUM VARIATION
IN SOIL SURFACE UNTIL MULCH, VEGETATION, AND/OR OTHER PERMANENT EROSION CONTROL IS INSTALLED.
24.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM
SEDIMENT TRANSPORT THROUGH THE USE OF SURFACE ROUGHENING, WATERING, AND DOWN GRADIENT
PERIMETER CONTROLS. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY WIND IN
ACCORDANCE WITH MUNICIPAL CODE §12-150. ALL STOCKPILES SHALL BE FLATTENED TO MEET GRADE OR
REMOVED FROM SITE AS SOON AS PRACTICAL, AND NO LATER THAN THE COMPLETION OF CONSTRUCTION
ACTIVITIES OR ABANDONMENT OF THE PROJECT. ALL OFF-SITE STOCKPILE STORAGE LOCATIONS IN CITY LIMITS
SHALL HAVE A STOCKPILE PERMIT FROM THE CITY ENGINEERING DEPARTMENT PRIOR TO USING THE AREA TO
STORE MATERIAL. IF FREQUENT ACCESS FROM HARDSCAPE TO THE STOCKPILE IS NEEDED A STRUCTURAL
TRACKING CONTROL MEASURE SHALL BE IMPLEMENTED.
25.ALL REQUIRED CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY
(STOCKPILING, STRIPPING, GRADING, ETC.). ALL OF THE REQUIRED EROSION CONTROL MEASURES MUST BE
INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED
PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT.
26.ALL INLETS, CURB-CUTS, CULVERTS, AND OTHER STORM SEWER INFRASTRUCTURE WHICH COULD BE POTENTIALLY
IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE PROTECTED WITH CONTROL MEASURES. MATERIAL
ACCUMULATED FROM THIS CONTROL MEASURE SHALL BE PROMPTLY REMOVED AND IN CASES WHERE THE
PROTECTION HAS FAILED, THE PIPES SHALL BE THOROUGHLY CLEANED OUT.
27.ALL STREAMS, STREAM CORRIDORS, BUFFERS, WOODLANDS, WETLANDS, OR OTHER SENSITIVE AREAS SHALL BE
PROTECTED FROM IMPACT BY ANY CONSTRUCTION ACTIVITY THROUGH THE USE OF CONTROL MEASURES.
28.ALL EXPOSED DIRT SHALL HAVE PERIMETER CONTROL. ANY PERIMETER CONTROLS THAT DRAIN OFF OR HAS THE
ABILITY TO BE TRACKED ONTO THE NEARBY HARDSCAPE SHALL HAVE SOME FORM OF EFFECTIVE SEDIMENT
CONTROL AS THE, OR AS PART OF THE, PERIMETER CONTROL.
29.ALL EXPOSED SLOPES SHOULD BE PROTECTED. ALL EXPOSED STEEP SLOPES (STEEPER THAN 3:1 H:V) SHALL
BE PROTECTED FROM EROSION AND SEDIMENT TRANSPORT THROUGH USE OF CONTROL MEASURES.
30.NO SOILS SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS AFTER
ACTIVITY HAS CEASED BEFORE REQUIRED TEMPORARY SEEDING OR PERMANENT EROSION CONTROL (E.G.
SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED. THIS IS NOT JUST LIMITED TO PROJECTS THAT ARE
ABANDONED; THIS INCLUDES ANY PROJECT THAT IS TEMPORARILY HALTED AND NO IMMEDIATE ACTIVITY IS
TO RESUME WITHIN THE NEXT THIRTY (30) DAYS, UNLESS OTHERWISE APPROVED BY THE CITY EROSION
CONTROL INSPECTOR. DURING A SEASON WHEN SEEDING DOES NOT PRODUCE VEGETATIVE COVER, ANOTHER
TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED WITH OR UNTIL TEMPORARY SEEDING OR
PERMANENT EROSION CONTROL CAN BE PERFORMED.
31.ALL INDIVIDUAL LOTS SHALL HAVE EFFECTIVE SEDIMENT CONTROLS LOCATED ON THE STREET SIDE AND ANY
DOWN GRADIENT SIDE. TYPICALLY MOST LOTS DRAIN TO THE FRONT YET ON THOSE CASES WHERE HOUSES
ARE ALONG A POND OR DRAINAGE SWALE HAVE THE LOT DRAIN IN A DIFFERENT DIRECTION THAN THE STREET,
THOSE INDIVIDUAL LOTS WILL NEED PROTECTION ON THAT DOWN GRADIENT SIDE TO PREVENT SEDIMENT
FROM LEAVING THE LOT. SEE THE INDIVIDUAL LOT DETAILS FOR FURTHER CLARIFICATION.
B.VEHICLE TRACKING
32.AT ALL POINTS WHERE VEHICLES EXIT OR LEAVE THE EXPOSED DIRT AREA ON TO A HARDSCAPE OR SEMI
HARDSCAPE (CONCRETE, ASPHALT, ROAD BASE, ETC.) SHALL HAVE INSTALLED AT LEAST ONE STRUCTURAL
TRACKING CONTROL MEASURE TO PREVENT VEHICLE TRACKING. ALL AREAS NOT PROTECTED BY AN ADEQUATE
PERIMETER CONTROL SHALL BE CONSIDERED A POINT WHERE VEHICLES EXIT THE SITE. ACCESS POINTS
SHOULD BE LIMITED TO AS FEW ENTRANCES AS POSSIBLE (ALL PERIMETER AREAS SHALL BE PROTECTED FROM
TRACKING ACTIVITIES).
33.IN ALL AREAS THAT THE STRUCTURAL TRACKING CONTROL MEASURES FAIL TO PREVENT VEHICLE TRACKING,
COLLECTION AND PROPER DISPOSAL OF THAT MATERIAL IS REQUIRED. ALL INLETS LOCATED NEAR ACCESS POINTS
AND AFFECTED BY TRACKING ACTIVITIES SHALL BE PREVENTED FROM THE INTRODUCTION OF SEDIMENT INTO
THE DRAINAGE SYSTEM.
34.CITY MUNICIPAL CODE §20-62, AMONG OTHER THINGS, PROHIBITS THE TRACKING, DROPPING, OR
DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY SOURCE. CITY
MUNICIPAL CODE, §26-498, AMONG OTHER THINGS, PROHIBITS THE DISCHARGE OF POLLUTANTS ON PUBLIC
OR PRIVATE PROPERTY IF THERE IS A SIGNIFICANT POTENTIAL FOR MIGRATION OF SUCH POLLUTANT. THEREFORE,
ALL TRACKED OR DEPOSITED MATERIALS (INTENTIONAL OR INADVERTENT) ARE NOT PERMITTED TO REMAIN ON
THE STREET OR GUTTER AND SHALL BE REMOVED AND LEGALLY DISPOSED OF BY THE DEVELOPER IN A TIMELY
AND IMMEDIATE MANNER. DIRT RAMPS INSTALLED IN THE CURB-LINES ARE NOT EXEMPT TO THESE
SECTIONS OF CODE AND SHALL NOT BE PERMITTED IN THE STREET RIGHT OF WAY (PUBLIC OR PRIVATE).
35.IF REPEATED DEPOSIT OF MATERIAL OCCURS ON A SITE, ADDITIONAL STRUCTURAL TRACKING CONTROLS MAY BE
REQUIRED OF THE DEVELOPER BY THE CITY EROSION CONTROL INSPECTOR.
C. LOADING AND UNLOADING OPERATIONS
36.THE DEVELOPER SHALL APPLY CONTROL MEASURE TO LIMIT TRAFFIC (SITE WORKER OR PUBLIC) IMPACTS AND
PROACTIVELY LOCATE MATERIAL DELIVERED TO THE SITE IN CLOSE PROXIMITY TO THE WORK AREA OR
IMMEDIATELY INCORPORATED IN THE CONSTRUCTION TO LIMIT OPERATIONAL IMPACTS TO DISTURBED AREAS,
VEHICLE TRACKING, AND SEDIMENT DEPOSITION THAT COULD IMPACT WATER QUALITY.
D. OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS
37.ANY MATERIALS OF A NON-POLLUTING NATURE (STEEL, ROCK, BRICK, LUMBER, ETC.) SHALL BE INSPECTED FOR
ANY RESIDUE COMING OFF THE MATERIAL DURING ROUTINE INSPECTION AND WILL GENERALLY BE LOCATED
WHERE PRACTICAL AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS.
38.ANY HIGH ENVIRONMENTAL IMPACT POLLUTANT MATERIALS THAT HAVE A HIGH LIKELIHOOD TO RESULT IN
DISCHARGE WHEN IN CONTACT WITH STORMWATER (LUBRICANTS, FUELS, PAINTS, SOLVENTS, DETERGENTS,
FERTILIZERS, CHEMICAL SPRAYS, BAGS OF CEMENT MIX, ETC.) SHOULD NOT BE KEPT ON SITE WHERE
PRACTICAL. WHEN NOT PRACTICAL, THEY SHOULD BE STORED INSIDE (VEHICLE, TRAILER, CONNEX, BUILDING,
ETC.) AND OUT OF CONTACT WITH STORMWATER OR STORMWATER RUNOFF. WHERE NOT AVAILABLE, THEY
ALL BE STORED OUTSIDE IN A RAISED (HIGH SPOTS OR ON PALLETS), COVERED (PLASTIC OR TARPED), AND
SEALED (LEAK PROOF CONTAINER) IN SECONDARY CONTAINMENT LOCATION. THE SECONDARY CONTAINMENT
OR OTHER CONTROL MEASURE SHALL BE ADEQUATELY SIZED, LOCATED, WHERE PRACTICAL, AT LEAST FIFTY (50)
FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE
MONITORED AS PART OF THE ROUTINE INSPECTIONS.
E. VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING
39.PARKING, REFUELING, AND MAINTENANCE OF VEHICLES AND EQUIPMENT SHOULD BE LIMITED IN ONE AREA
OF THE SITE TO MINIMIZE POSSIBLE SPILLS AND FUEL STORAGE AREAS. THIS AREA SHALL BE LOCATED, WHERE
PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR
DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. ALL AREAS SHALL KEEP
SPILL KITS AND SUPPLIES CLOSE.
F. SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS
40.THE PROPERTY MUST BE ACTIVELY PREVENTING THE EMISSION OF FUGITIVE DUST AT ALL TIMES DURING
CONSTRUCTION AND VEGETATION ACTIVITIES. ALL LAND DISTURBING ACTIVITIES THAT RESULT IN FUGITIVE DUST
SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 TO REDUCE THE IMPACTS TO ADJACENT
PROPERTIES AND COMMUNITY HEALTH. ALL REQUIRED PRACTICES SHALL BE IMPLEMENTED AND ADDITIONAL
ONES SHALL BE FOLLOWED. THESE PRACTICES INCLUDE WATERING THE SITES AND DISCONTINUING
CONSTRUCTION ACTIVITIES UNTIL THE WIND SUBSIDES AS DETERMINED BY ANY CITY INSPECTORS.
G. CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT
41.ALL CONCRETE AND EQUIPMENT WASHING SHALL USE STRUCTURAL CONTROL MEASURES APPROPRIATE TO THE
VOLUME OF WASH AND FREQUENCY OF USE. THESE CONTROL MEASURES SHALL BE LOCATED, WHERE
PRACTICAL, AT LEAST FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR
DRAINAGE WAYS AND SHALL BE MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE AREAS SHALL BE
CLEARLY IDENTIFIED AND PROTECTED FROM ANY WASH FROM LEAVING THE CONTROL MEASURE. IF FREQUENT
ACCESS FROM HARDSCAPE TO THE CONTROL MEASURE IS TO OCCUR, A STRUCTURAL TRACKING CONTROL
MEASURE SHALL BE IMPLEMENTED. THESE CONTROL MEASURES SHALL BE FREQUENTLY CLEANED OUT.
42.THE DEVELOPER IS RESPONSIBLE FOR ENSURING WASHING ACTIVITY IS TAKING PLACE AT THE APPROPRIATE
CONTROL MEASURE AND SITE WORKERS ARE NOT WASHING OR DUMPING WASH WATER ON TO THE DIRT OR
OTHER UNCONTROLLED LOCATIONS.
H. DEDICATED ASPHALT AND CONCRETE BATCH PLANTS
43.DEDICATED ASPHALT AND CONCRETE BATCH PLANTS ARE NOT ACCEPTABLE ON CONSTRUCTION SITES WITHIN
THE CITY OF FORT COLLINS WITHOUT AN EXPRESSED WRITTEN REQUEST AND PLAN TO REDUCE POLLUTANTS
ASSOCIATED WITH THAT TYPE OF ACTIVITY AND APPROVAL BY THE CITY OF FORT COLLINS SPECIFICALLY THE
EROSION CONTROL INSPECTOR. THE DEVELOPER SHALL INFORM THE EROSION CONTROL INSPECTION STAFF OF
ANY DEDICATED ASPHALT, OR CONCRETE BATCH PLANTS THAT IS TO BE USED ON SITE.
I. CONCRETE SAW CUTTING MATERIALS
44.SAW CUTTING MATERIAL SHALL BE IN ACCORDANCE WITH MUNICIPAL CODE §12-150 FOR AIR EMISSIONS
AND ALL WATER APPLICATIONS TO THE SAW CUTTING SHALL PREVENT MATERIAL FROM LEAVING THE
IMMEDIATE SITE AND COLLECTED. THESE CUTTING LOCATIONS, ONCE DRIED, SHALL BE SWEPT AND SCRAPED
OF ALL MATERIAL AND SHALL HAVE PROPER AND LEGAL DISPOSAL.
J. WASTE MATERIALS STORAGE AND SANITARY FACILITIES
45.TRASH, DEBRIS, MATERIAL SALVAGE, AND/OR RECYCLING AREAS SHALL BE, WHERE PRACTICAL, AT LEAST FIFTY
(50) FEET FROM ANY PERMANENT OR INTERIM STORMWATER STRUCTURES OR DRAINAGE WAYS AND SHALL BE
MONITORED AS PART OF THE ROUTINE INSPECTIONS. THESE FACILITIES SHOULD BE LOCATED OUT OF THE WIND
AND COVERED AS ABLE. WHERE NOT ABLE TO COVER, LOCATING SAID AREAS ON THE SIDE OF OTHER
STRUCTURES TO REDUCE EXPOSURE TO WINDS, AND FOLLOW MAXIMUM LOADING GUIDELINES AS MARKED
ON THE CONTAINER. THE DEVELOPER IS REQUIRED TO PRACTICE GOOD HOUSEKEEPING TO KEEP THE
CONSTRUCTION SITE FREE OF LITTER, CONSTRUCTION DEBRIS, AND LEAKING CONTAINERS.
46.SANITARY FACILITIES SHALL BE PREVENTED FROM TIPPING THROUGH THE USE OF ANCHORING TO THE GROUND
OR LASHING TO A STABILIZED STRUCTURE. THESE FACILITIES SHALL ALSO BE LOCATED AS FAR AS PRACTICAL FROM
AN INLET, CURB CUT, DRAINAGE SWALE OR OTHER DRAINAGE CONVEYANCES TO PREVENT MATERIAL TRANSPORT
FROM LEAVING THE LOCAL AREA. THIS CONSISTS OF THE FACILITY BEING LOCATED, WHERE PRACTICAL, AT LEAST
FIFTY (50) FEET FROM ANY PERMANENT OR INTERIM DRAINAGE WAYS.
K. OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS
47.SPILLS: FOR THOSE MINOR SPILLS THAT; ARE LESS THAN THE STATE’S REPORTABLE QUANTITY FOR SPILLS, STAY
WITHIN THE PERMITTED AREA, AND IN NO WAY THREATEN ANY STORMWATER CONVEYANCE, NOTIFY THE
CITY OF FORT COLLINS UTILITIES BY EMAIL AT EROSION@FCGOV.COM OR PHONE (970) 817-4770. FOR ANY
SIGNIFICANT, MAJOR, OR HAZARDOUS SPILLS, NOTIFY THE CITY OF FORT COLLINS UTILITIES BY PHONE ONLY
AFTER EMERGENCY RESPONSE (911) HAS BEEN NOTIFIED AND IS ON ROUTE, COUNTY HEALTH DEPARTMENT
(LCDHE) HAS BEEN NOTIFIED THROUGH LARIMER COUNTY SHERIFF DISPATCH (970) 416-1985, AND THE
STATE SPILL HOTLINE INCIDENT REPORTING HAVE BEEN CONTACTED 1-877-518-5608. WRITTEN
DOCUMENTATION SHALL BE PROVIDED TO THE CITY WITHIN 5 DAYS OF THE EVENT. ALL SPILLS SHALL BE
CLEANED UP IMMEDIATELY.
48.SELECTION OF “PLASTIC WELDED” EROSION CONTROL BLANKETS SHALL NOT BE USED IN AREAS THAT WILDLIFE,
SUCH AS SNAKES, ARE LIKELY TO BE LOCATED AS THESE HAVE PROVEN TO CAUSE ENTRAPMENT ISSUES.
L. FINAL STABILIZATION AND PROJECT COMPLETION
49.ANY STORMWATER FACILITIES USED AS A TEMPORARY CONTROL MEASURE WILL BE RESTORED AND STORM
SEWER LINES WILL BE CLEANED UPON COMPLETION OF THE PROJECT AND BEFORE TURNING THE
MAINTENANCE OVER TO THE OWNER, HOMEOWNERS ASSOCIATION (HOA), OR OTHER PARTY RESPONSIBLE
FOR LONG TERM MAINTENANCE OF THOSE FACILITY.
50.ALL FINAL STABILIZATION SPECIFICATIONS SHALL BE DONE IN ACCORDANCE WITH THE MANUAL, CHAPTER 4:
CONSTRUCTION CONTROL MEASURES.
51.ALL DISTURBED AREAS DESIGNED TO BE VEGETATED SHALL BE AMENDED, SEEDED & MULCHED, OR
LANDSCAPED AS SPECIFIED IN THE LANDSCAPE PLANS WITHIN 14 WORKING DAYS OF FINAL GRADING.
52.SOIL IN ALL VEGETATED (LANDSCAPED OR SEEDED) AREAS, INCLUDING PARKWAYS AND MEDIANS SHALL
COMPLY WITH ALL REQUIREMENTS SET FORTH IN SECTIONS 12-130 THROUGH 12-132 OF THE CITY
MUNICIPAL CODE, AS WELL AS SECTION 3.8.21 FOR THE CITY LAND USE CODE.
53.ALL SEEDING SHALL REFER TO LANDSCAPING PLANS FOR SPECIES MIXTURE AND APPLICATION RATES AND
DEPTHS REQUIREMENTS.
54.ALL SEED SHALL BE DRILLED WHERE PRACTICAL TO A DEPTH BASED UPON THE SEED TYPE. BROADCAST
SEEDING SHALL BE APPLIED AT DOUBLE THE RATE AS PRESCRIBED FOR DRILL SEEDING AND SHALL BE LIGHTLY
HAND RAKED AFTER APPLICATION. HYDROSEEDING MAY BE SUBSTITUTED FOR DRILL SEEDING ON SLOPES
STEEPER THAN 3(H):1(V) OR ON OTHER AREAS NOT PRACTICAL TO DRILL SEED AND CRIMP AND MULCH. ALL
HYDROSEEDING MUST BE CONDUCTED AS TWO SEPARATE PROCESSES OF SEEDING AND TACKIFICATION.
55.ALL SEEDED AREAS MUST BE MULCHED WITHIN TWENTY-FOUR (24) AFTER PLANTING. ALL MULCH SHALL BE
MECHANICALLY CRIMPED AND OR ADEQUATELY APPLIED TACKIFIER. THE USE OF CRIMPED MULCH OR
TACKIFIER MAY REQUIRE MULTIPLE RE-APPLICATIONS IF NOT PROPERLY INSTALLED OR HAVE WEATHERED OR
DEGRADED BEFORE VEGETATION HAS BEEN ESTABLISHED. AREAS OF EMBANKMENTS HAVING SLOPES
GREATER THAN OR EQUAL TO 3H:1V SHALL BE STABILIZED WITH AN EROSION MAT OR APPROVED EQUAL TO
ENSURE SEED WILL BE ABLE TO GERMINATE ON THE STEEP SLOPES. DURING A SEASON WHEN SEEDING DOES
NOT PRODUCE VEGETATIVE COVER, ANOTHER TEMPORARY EROSION CONTROL SHALL BE IMPLEMENTED ALONG
WITH, OR UNTIL, TEMPORARY SEEDING OR PERMANENT EROSION CONTROL CAN BE PERFORMED.
56.THE DEVELOPER SHALL WARRANTY AND MAINTAIN ALL VEGETATIVE MEASURES FOR TWO GROWING SEASONS
AFTER INSTALLATION OR UNTIL SEVENTY PERCENT (70%) VEGETATIVE COVER HAS BEEN ESTABLISHED,
WHICHEVER IS LONGER AND MEETS ALL THE CRITERIA OUTLINED IN THE FORT COLLINS STORMWATER CRITERIA
MANUAL CHAPTER 4: CONSTRUCTION CONTROL MEASURES.
57.THE DEVELOPER SHALL MAINTAIN, MONITOR, REPAIR, AND REPLACE ANY AND ALL APPLICABLE CONTROL
MEASURES UNTIL FINAL STABILIZATION HAS BEEN OBTAINED. ALL CONTROL MEASURES MUST REMAIN UNTIL
SUCH TIME AS ALL UPSTREAM CONTRIBUTING POLLUTANT SOURCES HAVE BEEN VEGETATED OR REMOVED
FROM THE SITE. WHEN ANY CONTROL MEASURE IS REMOVED, THE DEVELOPER SHALL BE RESPONSIBLE FOR
THE CLEANUP AND REMOVAL OF ALL SEDIMENT AND DEBRIS FROM THAT CONTROL MEASURE. AT THE POINT
AT WHICH THE SITE HAS BEEN DEEMED STABILIZED AND VERIFIED BY CITY EROSION CONTROL INSPECTOR,
ALL TEMPORARY CONTROL MEASURES CAN THEN BE FULLY REMOVED. ALL MEASURES SHALL BE REMOVED
WITHIN 30 DAYS AFTER FINAL STABILIZATION IS ACHIEVED.
58.THE RESPONSIBLE PARTY SHALL MAINTAIN AND KEEP CURRENT ALL PAYMENTS OR RELATED FORMS OF
SECURITY FOR THE EROSION CONTROL ESCROW UNTIL 1) STABILIZATION HAS BEEN REACHED AND 2) ALL
CONTROL MEASURES AND/OR BMPS HAVE SEDIMENT MATERIALS COLLECTED AND THE CONTROL MEASURE
REMOVED FROM THE SITE. AT THAT TIME THE SITE WILL BE CONSIDERED COMPLETED AND ANY REMAINING
EROSION CONTROL ESCROW SHALL BE RETURNED TO THE APPROPRIATE PARTIES.
JKD
JEP
EROSION CONTROL NOTES
C11.57
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX_ErosionControlNotes.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX-C11.XX_EC_Details.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
JKD
JEP
EROSION CONTROL DETAILS
C11.58Know what's
before you dig.
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX-C11.XX_EC_Details.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
Know what's
before you dig.
JKD
JEP
EROSION CONTROL DETAILS
C11.59
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX-C11.XX_EC_Details.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
Know what's
before you dig.
JKD
JEP
EROSION CONTROL DETAILS
C11.60
CC
PLAN
CC
PLAN
CC
PLAN
SECTION C-C
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C11.XX-C11.XX_EC_Details.dwg - James Prelog - 8/17/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
Know what's
before you dig.
JKD
JEP
EROSION CONTROL DETAILS
C11.61
G
G
G
BARNSTORMER STREET
BIPLANE STREET
COLEMAN STREET
SUPERCUB LANE
CONQUEST STREET
SYKES DRIVE
COMET STREET (B)
RELIANT STREET
CRUSADER STREET (B)VICOT WAYPRIVATE DRIVE AAZEPPELIN WAYPRIVATE DRIVE TIGERCAT WAYNAVION LANEVICOT WAYYEAGER STREETMARQUISE STREETFAIRCHILD STREETQUINBY STREETFAIRCHILD STREETDASSAULT STREETDELOZIER ROADSYKES DRIVE
BARNSTORMER STREET
BIPLANE STREET
COLEMAN STREET
VICOT WAYVICOT WAYCONQUEST
S
T
R
E
E
T
C
O
N
Q
U
E
S
T
S
T
R
E
E
T
CONQUEST WAYALLEY A
ALLE
Y
A
AL
L
E
Y
A
ALLEY A
ALLEY A
ALLEY A
QUINBY STREETMARQUISE STREETCRUSADER STREET (A)ZEPPELIN WAYZEPPELIN WAYSY
K
E
S
D
R
I
V
E
ALLEY BCOMET
S
T
R
E
E
T
(
A
)
LOT 15
LOT 14
LOT 13
LOT 12
LOT 21
LOT 20
LOT 19
LOT 18
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 22
LOT 23
LOT 24
LOT 9
LOT 10
LOT 11 LOT 10
LOT 9
LOT 8
LOT 7
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 28
LOT 27
LOT 26
LOT 25
LOT 24
LOT 17
LOT 18
LOT 19
LOT 20
LOT 23
LOT 22
LOT 21
LOT 36
LOT 37
LOT 6
LOT 5
LOT 27
LOT 6
LOT 12
LOT 11
LOT 24
LOT 25
LOT 23
LOT 13
LOT 12
LOT 11
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 30
LOT 29
LOT 28
LOT 27
LOT 7
LOT 16 LOT 17
LOT 16
LOT 8
LOT 7
LOT 26
LOT 25
LOT 38
LOT 39
LOT 40
LOT 4
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 26
LOT 10
LOT 9
LOT 8
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 31
LOT 10
LOT 2
LOT 1
LOT 32
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 6LOT 5
LOT 4
LOT 1
LOT 3
LOT 2
LOT 15 LOT 14 LOT 13
LOT 12
LOT 11
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 8
LOT 9
LOT 10
LOT 1
LOT 2
LOT 1LOT 16
LOT 15
LOT 14LOT 3
LOT 4 LOT 13
LOT 12LOT 5
LOT 6 LOT 11
LOT 10LOT 7 LOT 7
LOT 6 LOT 13
LOT 5
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 17LOT 2
LOT 18
LOT 8 LOT 9
LOT 8 LOT 11
LOT 12
LOT 10
LOT 9
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 10LOT 11LOT 12LOT 13
LOT 1
LOT 14
LOT 7
LOT 8LOT 9
LOT 3 LOT 4 LOT 5
LOT 10LOT 11LOT 12
LOT 1 LOT 2
LOT 13LOT 14
LOT 6 LOT 7
LOT 8LOT 9
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 27LOT 28LOT 29LOT 30LOT 31 LOT 25
LOT 7 LOT 8 LOT 9
LOT 23LOT 24
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13LOT 1
LOT 8
LOT 14
LOT 19
LOT 20LOT 21LOT 22
LOT 18
LOT 17
LOT 16
LOT 15
LOT 2 LOT 3 LOT 4
LOT 5LOT 6LOT 7
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22 LOT 15 LOT 14 LOT 13
LOT 10LOT 9LOT 8LOT 1
LOT 8
LOT 11
LOT 12
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12 LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 3 LOT 14
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 10LOT 7
LOT 8 LOT 9
LOT 1 LOT 16
LOT 15LOT 2
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1
LOT 1
LOT 9
LOT 8
LOT 8
LOT 16
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 1
LOT 9
LOT 8
LOT 16
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11
LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 10LOT 9LOT 8LOT 7LOT 6
LOT 20 LOT 10
LOT 9LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 13LOT 14LOT 15LOT 16LOT 17
LOT 7 LOT 8 LOT 9 LOT 10
LOT 9
LOT 8LOT 1
LOT 16
LOT 11
LOT 12
LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18
LOT 1
LOT 2
LOT 3
LOT 6
LOT 10
LOT 11
LOT 4
LOT 5
LOT 7
LOT 8
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12
LOT 13
TRACT I TRACT TTRACT XTRACT YTRACT WTRACT D TRACT STRACT R TRACT PTRACT VTRACT M
TR
A
C
T
K
TRACT N
TR
A
C
T
L TRACT QTRACT UTRACT E
TRACT F
TR
A
C
T
J
TRACT H
TRACT O
TRACT Z
TRACT AA
TRACT A
TRACT C
TRACT G
TRACT E
TRACT E
TRACT ETR
A
C
T
E
TRACT ETRACT ETRACT B TRACT BB
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 9
BLOCK 20
BLOCK 21
BLOCK 10
BLOCK 19
BLOCK 7
BLOCK 10
BLOCK 18
BLOCK 19 BLOCK 21
BLOCK 22
BLOCK 23BLOCK 17
BLOCK 11
BLOCK 8
BLOCK 5
BLOCK 5
BLOCK 6
BLOCK 6
BLOCK 12
BLOCK 11
BLOCK 15
BLOCK 16
BLOCK 16
BLOCK 23
BLOCK 22
BLOCK 24BLOCK 14
BLOCK 13
BLOCK 12
BLOCK 4BLOCK 4
BLOCK 1
BLOCK 1
BLOCK 13
BLOCK 14
BLOCK 24
BLOCK 26
BLOCK 28
BLOCK 30
BLOCK 26
BLOCK 25
BLOCK 28
BLOCK 27
BLOCK 30
BLOCK 29
BLOCK 32BLOCK 31
BLOCK 33
BLOCK 29
BLOCK 33
BLOCK 27
BLOCK 25
BLOCK 1
BLOCK 1
BLOCK 4
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
PRIVATE
D
R
I
V
E
COMET S
T
R
E
E
T
PRIVATE DRIVE
CRUSADER STREET
PR
I
V
A
T
E
D
R
I
V
E
C
PRIVATE DRIVE TIGERCAT WAYTR
A
C
T
E
TRACT ELOT 23
LOT 24
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
BLOCK 4
MM
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
MM MMMMM
S S
S S
S S
S S
S S
S S
MMMMMMMM M
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.0_OverallGrading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
SCALE: 1"=300'
0 150 30075
Know what's
before you dig.
KEYMAP
B/GBA/BA G
S
JKD
JEP
OVERALL GRADING PLAN
C3.0
NOTES:
1.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA-REGULATED, 100-YEAR COOPER SLOUGH FLOODPLAIN/FLOODWAY
AND MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE.
2.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE
FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING,
FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.)
WITHIN THE COOPER SLOUGH FLOODPLAIN LIMITS--. STORAGE OF EQUIPMENT AND MATERIALS (TEMPORARY OR PERMANENT) IS
NOT ALLOWED IN THE FLOODWAY. ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER
10 OF THE FORT COLLINS MUNICIPAL CODE.
3.CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN. CRITICAL FACILITIES INCLUDE ESSENTIAL SERVICES,
AT-RISK POPULATION, HAZARDOUS MATERIALS, AND GOVERNMENT FACILITIES.
4.CONSTRUCTION OF NEW STRUCTURES, HARD SURFACE PATHS, WALKWAYS, DRIVEWAYS, WALLS, AND PARKING AREAS IS
PROHIBITED IN THE FLOODWAY UNLESS NO-RISE CONDITIONS ARE MET. ANY CONSTRUCTION ACTIVITIES IN THE REGULATORY
FLOODWAY MUST ALSO INCLUDE A NO-RISE CERTIFICATION PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN
COLORADO.
5.AN APPROVED FEMA ELEVATION CERTIFICATE COMPLETED BY A LICENSED SURVEYOR OR CIVIL ENGINEER SHOWING THAT THE
BUILDING IS CONSTRUCTED TO THE REQUIRED ELEVATION IS REQUIRED POST-CONSTRUCTION PRIOR TO A CERTIFICATE OF
OCCUPANCY (CO) BEING ISSUED. PLEASE NOTE: IF ANY PART OF THE BUILDING IS WITHIN THE FLOODPLAIN BOUNDARY, THEN
THE ENTIRE STRUCTURE IS CONSIDERED IN THE FLOODPLAIN AND THE ENTIRE BUILDING ENVELOPE MUST MEET THE
REQUIREMENTS OF ELEVATING TO THE RFPE.
6.ALL BASE FLOOD ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
FAIRCHILD STREETLOT 12 LOT 13 LOT 14
LOT 19
LOT 20
LOT 18
LOT 17
LOT 16
LOT 15
BLOCK 21 8''SS8''SSS
S
S
S
S
S
A
A
A
A
A
A
A
A
A
A
A A
A
A
A
A
A
A
A
B
A
A
A
AA
AAAA
A A A
A A A
A
A
B
B
B
B
B
B
B
B Know what's
before you dig.MATCHLINE-SEE SHEET C3.2MATCHLINE-SEE SHEET C3.4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
AGM
JEP
OVERLOT GRADING
C3.1SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.1MATCHLINE-SEE SHEET C3.5
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.2SCALE: 1"=40'
0 20 40
KEYMAP
MATCHLINE-SEE SHEET C3.3B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.2MATCHLINE-SEE SHEET C3.6
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.3SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
FAIRCHILD STREETLOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 8LOT 7 LOT 9
LOT 6 LOT 7
LOT 10LOT 11 LOT 9
LOT 8
BLOCK 22
BLOCK 22
BLOCK 24
A
A
B
B
B
B
BBB
A
BBBBB
BB
B
B
B
B
B
B
B
A
B B B B A
B BA
B B B B B B B B B B A
A
A
A
A
A
A
A
A
B
A
A
A
A
A
A
AAAAAA
A A A A A A
A
A
A
A
A
A
A
A
A
A
A
A
A A A A A A
A
AA
AAAA
B
S S
S S
S S
S
S S MATCHLINE-SEE SHEET C3.5MATCHLINE-SEE SHEET C3.7
MATCHLINE-SEE SHEET C3.1
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.4SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
A
A
A A A A A A
MATCHLINE-SEE SHEET C3.6MATCHLINE-SEE SHEET C3.8
MATCHLINE-SEE SHEET C3.2
MATCHLINE-SEE SHEET C3.4-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.5SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.5MATCHLINE-SEE SHEET C3.9
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.6SCALE: 1"=40'
0 20 40
KEYMAP
MATCHLINE-SEE SHEET C3.3
B/GBA/BA G
S
DELOZIER ROADLOT 7
LOT 10
LOT 7
LOT 9
LOT 8
LOT 8
LOT 7
LOT 10 LOT 9
LOT 8
LOT 12 LOT 11
LOT 8LOT 7
LOT 10
LOT 9
BLOCK 26
BLOCK 28
BLOCK 30
B B B B B B B B B B A
B
B
B
B
B
B
B B
B B B B B
B
B
B
B
B
B
B
B
B B B
B B B B B
B
B
B
B
B B B B B B BB
B
B
B
B
B B B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B B B B B B B B B B B B
B
B B B B B B B
S S
SS
S
S S
S
SS
S
S
S
S
S
S
S
S
S
S
SS
S
SS
S
S
S S
S
S
S MATCHLINE-SEE SHEET C3.8MATCHLINE-SEE SHEET C3.10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.7SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.4
B B B B B B
B
B
B
B
B
B
B
B
B B
B
B B B
S S
S
S
S
S
SSS
SMATCHLINE-SEE SHEET C3.7MATCHLINE-SEE SHEET C3.11
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.8SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.9MATCHLINE-SEE SHEET C3.5
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateBLOOM FILING ONEPRELIMINARY DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
HFH022
08.17.2022MATCHLINE-SEE SHEET C3.8MATCHLINE-SEE SHEET C3.6
MATCHLINE-SEE SHEET C3.12
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.9SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateBLOOM FILING ONEPRELIMINARY DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
HFH022
08.17.2022MATCHLINE-SEE SHEET C3.11MATCHLINE-SEE SHEET C3.7
MATCHLINE-SEE SHEET C3.13
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.10SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateBLOOM FILING ONEPRELIMINARY DEVELOPMENT PLANFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
HFH022
08.17.2022MATCHLINE-SEE SHEET C3.10MATCHLINE-SEE SHEET C3.8
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.11SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.14 MATCHLINE-SEE SHEET C3.12
MATCHLINE-SEE SHEET C3.11MATCHLINE-SEE SHEET C3.9
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.12SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.14MATCHLINE-SEE SHEET C3.10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.13
SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.15
CITY OF GREELEY
MATCHLINE-SEE SHEET C3.16
MATCHLINE-SEE SHEET C3.11
MATCHLINE-SEE SHEET C3.13-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.14SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.13
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C3.16KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.15
SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.17
CITY OF GREELEY
MATCHLINE-SEE SHEET C3.18MATCHLINE-SEE SHEET C3.15-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.16SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.14
MATCHLINE-SEE SHEET C3.15
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C3.18KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.17
SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
CITY OF GREELEY
MATCHLINE-SEE SHEET C3.16
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C3.19KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.18
SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
MATCHLINE-SEE SHEET C3.17CITY OF GREELEY
MATCHLINE-SEE SHEET C3.18-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.1-C3.6_Overlot Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
Know what's
before you dig.
AGM
JEP
OVERLOT GRADING
C3.19
SCALE: 1"=40'
0 20 40
KEYMAP
B/GBA/BA G
S
CITY OF GREELEY
LOT 9
LOT 8
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.18-C3.20_Detailed Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
MATCHLINE-SEE SHEET ####MATCHLINE-SEE SHEET C3.21
Know what's
before you dig.
AGM
JEP
DETAILED OVERLOT GRADING
C3.20SCALE: 1"=30'
0 15 30
B/GBA/BA G
S
KEYMAP
DELOZIER ROADSCALE: 1"=30'
0 15 30
B/GBA/BA G
S
KEYMAP
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.18-C3.20_Detailed Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C3.22MATCHLINE-SEE SHEET C3.20
Know what's
before you dig.
AGM
JEP
DETAILED OVERLOT GRADING
C3.21
G
G
F
F
SCALE: 1"=30'
0 15 30
B/GBA/BA G
S
KEYMAP
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.18-C3.20_Detailed Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022MATCHLINE-SEE SHEET C3.21Know what's
before you dig.
AGM
JEP
DETAILED OVERLOT GRADING
C3.22
BARNSTORMER STREET
BIPLANE STREET
COLEMAN STREET
SUPERCUB LANE
CONQUEST STREET
SYKES DRIVE
COMET STREET (B)
RELIANT STREET
CRUSADER STREET (B)VICOT WAYPRIVATE DRIVE AAZEPPELIN WAYPRIVATE DRIVE TIGERCAT WAYNAVION LANEVICOT WAYYEAGER STREETMARQUISE STREETFAIRCHILD STREETQUINBY STREETFAIRCHILD STREETDASSAULT STREETDELOZIER ROADSYKES DRIVE
BARNSTORMER STREET
BIPLANE STREET
COLEMAN STREET
VICOT WAYVICOT WAYCONQUEST
S
T
R
E
E
T
C
O
N
Q
U
E
S
T
S
T
R
E
E
T
CONQUEST WAYALLEY A
ALLE
Y
A
AL
L
E
Y
A
ALLEY A
ALLEY A
ALLEY A
QUINBY STREETMARQUISE STREETCRUSADER STREET (A)ZEPPELIN WAYZEPPELIN WAYSY
K
E
S
D
R
I
V
E
ALLEY BCOMET
S
T
R
E
E
T
(
A
)
LOT 15
LOT 14
LOT 13
LOT 12
LOT 21
LOT 20
LOT 19
LOT 18
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 22
LOT 23
LOT 24
LOT 9
LOT 10
LOT 11 LOT 10
LOT 9
LOT 8
LOT 7
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 28
LOT 27
LOT 26
LOT 25
LOT 24
LOT 17
LOT 18
LOT 19
LOT 20
LOT 23
LOT 22
LOT 21
LOT 36
LOT 37
LOT 6
LOT 5
LOT 27
LOT 6
LOT 12
LOT 11
LOT 24
LOT 25
LOT 23
LOT 13
LOT 12
LOT 11
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 30
LOT 29
LOT 28
LOT 27
LOT 7
LOT 16 LOT 17
LOT 16
LOT 8
LOT 7
LOT 26
LOT 25
LOT 38
LOT 39
LOT 40
LOT 4
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 26
LOT 10
LOT 9
LOT 8
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 31
LOT 10
LOT 2
LOT 1
LOT 32
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 6LOT 5
LOT 4
LOT 1
LOT 3
LOT 2
LOT 15 LOT 14 LOT 13
LOT 12
LOT 11
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 8
LOT 9
LOT 10
LOT 1
LOT 2
LOT 1LOT 16
LOT 15
LOT 14LOT 3
LOT 4 LOT 13
LOT 12LOT 5
LOT 6 LOT 11
LOT 10LOT 7 LOT 7
LOT 6 LOT 13
LOT 5
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 17LOT 2
LOT 18
LOT 8 LOT 9
LOT 8 LOT 11
LOT 12
LOT 10
LOT 9
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 10LOT 11LOT 12LOT 13
LOT 1
LOT 14
LOT 7
LOT 8LOT 9
LOT 3 LOT 4 LOT 5
LOT 10LOT 11LOT 12
LOT 1 LOT 2
LOT 13LOT 14
LOT 6 LOT 7
LOT 8LOT 9
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 27LOT 28LOT 29LOT 30LOT 31 LOT 25
LOT 7 LOT 8 LOT 9
LOT 23LOT 24
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13LOT 1
LOT 8
LOT 14
LOT 19
LOT 20LOT 21LOT 22
LOT 18
LOT 17
LOT 16
LOT 15
LOT 2 LOT 3 LOT 4
LOT 5LOT 6LOT 7
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 16LOT 17LOT 18LOT 19LOT 20LOT 21LOT 22 LOT 15 LOT 14 LOT 13
LOT 10LOT 9LOT 8LOT 1
LOT 8
LOT 11
LOT 12
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12 LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 3 LOT 14
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 10LOT 7
LOT 8 LOT 9
LOT 1 LOT 16
LOT 15LOT 2
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1
LOT 1
LOT 9
LOT 8
LOT 8
LOT 16
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15
LOT 1
LOT 9
LOT 8
LOT 16
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11
LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1LOT 10LOT 9LOT 8LOT 7LOT 6
LOT 20 LOT 10
LOT 9LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 13LOT 14LOT 15LOT 16LOT 17
LOT 7 LOT 8 LOT 9 LOT 10
LOT 9
LOT 8LOT 1
LOT 16
LOT 11
LOT 12
LOT 6LOT 5LOT 4LOT 3LOT 2LOT 1
LOT 22 LOT 21 LOT 20 LOT 19 LOT 18
LOT 1
LOT 2
LOT 3
LOT 6
LOT 10
LOT 11
LOT 4
LOT 5
LOT 7
LOT 8
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12
LOT 13
TRACT I TRACT TTRACT XTRACT YTRACT WTRACT D TRACT STRACT R TRACT PTRACT VTRACT M
TR
A
C
T
K
TRACT N
TR
A
C
T
L TRACT QTRACT UTRACT E
TRACT F
TR
A
C
T
J
TRACT H
TRACT O
TRACT Z
TRACT AA
TRACT A
TRACT C
TRACT G
TRACT E
TRACT E
TRACT ETR
A
C
T
E
TRACT ETRACT ETRACT B TRACT BB
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 9
BLOCK 20
BLOCK 21
BLOCK 10
BLOCK 19
BLOCK 7
BLOCK 10
BLOCK 18
BLOCK 19 BLOCK 21
BLOCK 22
BLOCK 23BLOCK 17
BLOCK 11
BLOCK 8
BLOCK 5
BLOCK 5
BLOCK 6
BLOCK 6
BLOCK 12
BLOCK 11
BLOCK 15
BLOCK 16
BLOCK 16
BLOCK 23
BLOCK 22
BLOCK 24BLOCK 14
BLOCK 13
BLOCK 12
BLOCK 4BLOCK 4
BLOCK 1
BLOCK 1
BLOCK 13
BLOCK 14
BLOCK 24
BLOCK 26
BLOCK 28
BLOCK 30
BLOCK 26
BLOCK 25
BLOCK 28
BLOCK 27
BLOCK 30
BLOCK 29
BLOCK 32BLOCK 31
BLOCK 33
BLOCK 29
BLOCK 33
BLOCK 27
BLOCK 25
BLOCK 1
BLOCK 1
BLOCK 4
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
PRIVATE
D
R
I
V
E
COMET S
T
R
E
E
T
PRIVATE DRIVE
CRUSADER STREET
PR
I
V
A
T
E
D
R
I
V
E
C
PRIVATE DRIVE TIGERCAT WAYTR
A
C
T
E
TRACT ELOT 23
LOT 24
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
BLOCK 4
MM
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
MM MMMMM
S S
S S
S S
S S
S S
S S
MMMMMMMM M
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.20_OverallGrading_FHA.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
OVERALL FHA GRADING
PLAN
C3.23
JKD
JEP
SCALE: 1"=300'
0 150 30075
Know what's
before you dig.
KEYMAP
B/GBA/BA G
S
FAIRCHILD STREETLOT 12 LOT 13 LOT 14
LOT 19
LOT 20
LOT 18
LOT 17
LOT 16
LOT 15
BLOCK 21 8''SS8''SSS
S
S
S
S
S
M
A
A
A
A
A
A
A
A
A
A
A A
A
A
A
A
A
A
A
B
A
A
A
A
AAAA
A A A
A A A
A
A
B
B
B
B
B
B
B
B
Know what's
before you dig.
FHA GRADING
C3.24
SCALE: 1"=40'
0 20 40MATCHLINE-SEE SHEET C3.25MATCHLINE-SEE SHEET C3.26
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.19 - C3.24_FHA Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
B/GBA/BA G
S
KEYMAP
Know what's
before you dig.
FHA GRADING
C3.25
SCALE: 1"=40'
0 20 40MATCHLINE-SEE SHEET C3.24MATCHLINE-SEE SHEET C3.27
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.19 - C3.24_FHA Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
B/GBA/BA G
S
FAIRCHILD STREETLOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 8LOT 7 LOT 9
LOT 6 LOT 7
LOT 10LOT 11 LOT 9
LOT 8
BLOCK 22
BLOCK 22
BLOCK 24
A
A
B
B
B
B
BBB
A
BBBBB
BB
B
B
B
B
B
B B
A
B B B B A
B
BA
B B B B B B B B B B A
A
A
A
AA
A
A
A
B
A
A
A
A
A
A
AAAAAA
A
A A A A A
A
A
A
A
A
A
A
A
A
A
A
A
A A A A A A
A
A
A
AAAA B
Know what's
before you dig.
FHA GRADING
C3.26
SCALE: 1"=40'
0 20 40MATCHLINE-SEE SHEET C3.27MATCHLINE-SEE SHEET C3.28
MATCHLINE-SEE SHEET C3.24
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.19 - C3.24_FHA Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
B/GBA/BA G
S
KEYMAP
F
A A
A A A A A A
Know what's
before you dig.
FHA GRADING
C3.27
SCALE: 1"=40'
0 20 40
MATCHLINE-SEE SHEET C3.29
MATCHLINE-SEE SHEET C3.25
MATCHLINE-SEE SHEET C3.26-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.19 - C3.24_FHA Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
KEYMAP
B/GBA/BA G
S
F
FDELOZIER ROADLOT 7
LOT 10
LOT 7
LOT 9
LOT 8
LOT 8
LOT 7
LOT 10 LOT 9
LOT 8
LOT 12 LOT 11
LOT 8LOT 7
LOT 10
LOT 9
BLOCK 26
BLOCK 28
BLOCK 30
B B B B B B B B B B A
B
B
B
B
B
B
B B
B B B B B
B
B
B
B
B
B
B
B
B B B
B B B B B
B
B
B
B
B B B B B B BB
B
B
B
B
B B B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B B B B B B B B B B B B
B
B B B B B B B
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.19 - C3.24_FHA Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
B/GBA/BA G
S
KEYMAP
Know what's
before you dig.
FHA GRADING
C3.28
SCALE: 1"=40'
0 20 40MATCHLINE-SEE SHEET C3.29MATCHLINE-SEE SHEET C3.26
F
F
F
B B B B B B
B
B
B
B
B
B
B
B
B B
B
B B B
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.19 - C3.24_FHA Grading.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
B/GBA/BA G
S
KEYMAP
Know what's
before you dig.
FHA GRADING
C3.29
SCALE: 1"=40'
0 20 40MATCHLINE-SEE SHEET C3.28MATCHLINE-SEE SHEET C3.27
℄⅊℄⅊℄⅊℄⅊-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
H:\Hartford Homes\CO Fort Collins HFH22 - Mulberry\0CIV\3-CD\FDP_F1\HFH022_C3.30_grading details.dwg - Matthew Kasch - 8/16/2022Init.#Issue / DescriptionDateFINAL DEVELOPMENT PLANS BLOOM FILING ONEFORT COLLINS, COTHESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
PRELIMINARYNOT FOR BIDDINGNOT FOR CONSTRUCTIONDate:
Drawn By:
Project No:
Checked By:
08.17.2022
HFH000022
AGM
JEP
GRADING DETAILS
C3.30
FHA GRADING PLAN
TYPE "G" (GARDEN) LOT
PLAN VIEW ISOMETRIC VIEW
FHA GRADING PLAN
TYPE "B" LOT
PLAN VIEW ISOMETRIC VIEW
FHA GRADING PLAN
TYPE "A" LOT
PLAN VIEW ISOMETRIC VIEW
FHA GRADING PLAN
TYPE "W" (WALKOUT) LOT
PLAN VIEW ISOMETRIC VIEW
GGGFAIRCHILD STREETFAIRCHILD STREETDELOZIER ROADALLEY ALOT 9LOT 23LOT 10LOT 11LOT 12LOT 13LOT 14LOT 19LOT 20LOT 21LOT 22LOT 18LOT 17LOT 16LOT 15LOT 14LOT 13LOT 10LOT 9LOT 11LOT 12LOT 3LOT 2LOT 4LOT 5LOT 6LOT 7LOT 8LOT 1LOT 3LOT 14LOT 4LOT 5LOT 6LOT 13LOT 12LOT 11LOT 10LOT 7LOT 8LOT 9LOT 1LOT 16LOT 15LOT 2LOT 4LOT 5LOT 6LOT 7LOT 10LOT 11LOT 12LOT 13LOT 7LOT 6LOT 5LOT 4LOT 9LOT 8LOT 8LOT 4LOT 5LOT 6LOT 7LOT 10LOT 11LOT 12LOT 13LOT 9LOT 8LOT 16LOT 15LOT 14LOT 13LOT 12LOT 11LOT 8LOT 7LOT 6LOT 5LOT 4LOT 10LOT 9LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 9LOT 8BLOCK 21BLOCK 22BLOCK 23BLOCK 23BLOCK 22BLOCK 24BLOCK 26BLOCK 28BLOCK 30SSSSSSSSSSSSSSSSSSacresDO10.85SCALE: 1"=300'
0 150 30075 Know what's
before you dig.
This information is copyrighted by Galloway & Company, Inc. All rights
reserved.Hartford Homes 05.10.2022
DISTURBED AREA DRAINING OFFSITEBLOOM
LANDSCAPE
NOTES
LP001
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
GENERAL LANDSCAPE NOTES
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND SPREAD
APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL AND BURLAP OR
EQUIVALENT.
2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION
SYSTEM. THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE OF
A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES, INCLUDING IN
NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE APPROVED BY THE
CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL.
IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS MANAGER AND MEET
PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A BUILDING
PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS.
3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS
REQUIRING REVEGETATION AND LANDSCAPING.
4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE
AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT
SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER
SUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA.
PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR
AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.
5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO
ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE
SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND
LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE.
6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE
CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT, LANDOWNER
OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING ELEMENTS IN GOOD
CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES
AND WALLS SHALL BE REPAIRED AND REPLACED PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.
7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE
REQUIREMENTS OF THESE PLANS.
8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).
10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO
STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE EXCEPTION
OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT
MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.
11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND
OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.
12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY.
OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES
INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE
WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.
13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE INCHES.
14.SIGHT DISTANCE TRIANGLE: PLANTS AND BOULDERS SHALL NOT BE TALLER THAN 12" ABOVE BACK OF CURB (BOC) WITHIN SIGHT DISTANCE TRIANGLE"
15.SEE SHEET LP005 AND LP400 FOR GENERAL NOTES AND REQUIREMENTS SPECIFICALLY RELATED TO POLLINATOR PLANTINGS
16.SEE SHEET LP400 FOR GENERAL NOTES AND REQUIREMENTS SPECIFICALLY RELATED TO ROUNDABOUT AND MEDIANS TO BE MAINTAINED BY THE CITY OF FORT
COLLINS
TREE PROTECTION NOTES
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN
AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS
A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING
AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE
WHERE REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH
BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER
THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO
STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR
MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE,
MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR
GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS,
ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING
AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST
STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED.
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN
SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM
DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND
IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A
PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING
ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND,
THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL
RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY
TREE DIAMETER AT BREAST HEIGHT (IN)AUGER DISTANCE FROM FACE OF TREE (FT)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
0.35
1.85
0.81
0.17PLAINS COREOPSIS
ROCKY. MTN. PENSTEMON
INDIAN BLANKET FLOWER
PURPLE PRAIRIE CLOVER
13.58 LBS/PLS/ACRE
LBS/PLS/ACRECOMMON NAME
MEXICAN HAT 0.20
TOTAL FOR UPLAND MIX
RATIBIDA COLUMNIFERA
BOTANICAL NAME
GAILLARDIA ARISTATA
PENSTEMON STRICTUS
COREOPSIS TINCTORIA
INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13
DALEA PURPUREA
WILDFLOWERS GRASSESSIDEOATS GRAMA
BOTTLEBRUSH SQUIRRELTAIL
BLUE GRAMA
BUFALOGRASS
PRAIRIE JUNEGRASS KOELERIA MACRANTHA
BOUTELOUA GRACILIS
ELYMUS ELYMOIDES
BOUTELOUA CURTIPENDULA
GREEN NEEDLEGRASS
BOUTELOUA DACTYLOIDES
SWITCHGRASS
SAND DROPSEED
WESTERN WHEAT
SPOROBOLUS CRYPTANDRUS
PANICUM VIRGATUM
PASCOPYRUM SMITHII
0.95
0.25
3.27
1.15
0.08
1.01
0.04
1.61
0.71
NASSELLA VIRIDULA
NATIVE PRAIRIE MIX
SEED MIX NOTES
1.PREPARE SOIL AS NECESSARY AND APPROPRIATE FOR NATIVE SEED MIX SPECIES THROUGH AERATION AND ADDITION OF
AMENDMENTS, THEN SEED IN TWO DIRECTIONS TO DISTRIBUTE SEED EVENLY OVER ENTIRE AREA. DRILL SEED ALL INDICATED AREAS
AS SOON AS POSSIBLE AFTER COMPLETION OF GRADING OPERATIONS.
2.IF CHANGES ARE TO BE MADE TO SEED MIX BASED ON SITE CONDITIONS THEN APPROVAL MUST BE PROVIDED BY CITY
ENVIRONMENTAL PLANNER.
3.APPROPRIATE NATIVE SEEDING EQUIPMENT WILL BE USED (STANDARD TURF SEEDING EQUIPMENT OR AGRICULTURE EQUIPMENT
SHALL NOT BE USED).
4.DRILL SEED APPLICATION RECOMMENDED PER SPECIFIED APPLICATION RATE TO NO MORE THAN ½ INCH DEPTH (OR APPROPRIATE
DEPTH FOR SELECTED SPECIES). FOR BROADCAST SEEDING INSTEAD OF DRILL SEEDING METHOD DOUBLE SPECIFIED APPLICATION
RATE. REFER TO NATIVE SEED MIX TABLE FOR SPECIES, PERCENTAGES AND APPLICATION RATES.
5.PREPARE A WEED MANAGEMENT PLAN TO ENSURE THAT WEEDS ARE PROPERLY MANAGED BEFORE, DURING AND AFTER SEEDING
ACTIVITIES.
6.AFTER SEEDING THE AREA SHALL BE COVERED WITH CRIMPED STRAW, JUTE MESH, OR OTHER APPROPRIATE METHODS.
PLASTIC_BASED EROSION CONTROL MATERIALS (I.E., PLASTIC_WELDED BLANKETS) SHALL NOT BE USED WITHOUT EXPRESS
PERMISSION FROM THE ENVIRONMENTAL PLANNER AS THESE MATERIALS HAVE PROVEN TO CAUSE WILDLIFE ENTRAPMENT ISSUES.
7.WHERE NEEDED, TEMPORARY IRRIGATION SHOULD BE PROVIDED UNTIL SEED IS ESTABLISHED. IF IRRIGATION IS USED, THE
IRRIGATION SYSTEM FOR SEEDED AREAS SHALL BE FULLY OPERATIONAL AT THE TIME OF SEEDING AND SHALL ENSURE 100%
HEAD-TO-HEAD COVERAGE OVER ALL SEEDED AREAS. ALL METHODS AND REQUIREMENTS IN THE APPROVED IRRIGATION PLAN SHALL
BE FOLLOWED.
8.CONTRACTOR SHALL MONITOR SEEDED AREA FOR PROPER IRRIGATION, EROSION CONTROL, GERMINATION AND RESEEDING AS
NEEDED TO ESTABLISH COVER.
9.THE APPROVED SEED MIX AREA IS INTENDED TO BE MAINTAINED IN A NATURAL LIKE LANDSCAPE AESTHETIC. IF AND WHEN MOWING
OCCURS IN NATIVE GRASS SEED MIX AREAS DO NOT MOW LOWER THAN 6 TO 8 INCHES IN HEIGHT TO AVOID INHIBITING NATIVE PLANT
GROWTH.
10.NATIVE SEED AREA WILL BE CONSIDERED ESTABLISHED WHEN SEVENTY PERCENT VEGETATIVE COVER IS REACHED WITH NO
LARGER THAN ONE FOOT SQUARE BARE SPOTS AND/OR UNTIL DEEMED ESTABLISHED BY CITY PLANNING SERVICES AND EROSION
CONTROL.
11.THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE SEEDLING COVERAGE AND GROWTH AT THE
TIME OF FINAL STABILIZATION, AS DEFINED BY STATE AND LOCAL AGENCIES. IF FINAL STABILIZATION IS NOT ACHIEVED TO THE
SATISFACTION OF THE AGENCY, THE DEVELOPER AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL
CORRECTIVE MEASURES TO SATISFY FINAL VEGETATIVE REQUIREMENTS FOR CLOSEOUT
1.8
2.0
2.1
3.5WESTERN WHEATGRASS
BLUE GRAMA
ALKALI SACATON
ALKAIGRASS
14.0 PLS/ACRE
LBS/PLS/ACRECOMMON NAME
BOTTLEBRUSH SQUIRREL TAIL 0.9
TOTAL FOR EROSION CONTROL SEED MIX
ELYMUS ELYMOIDES
BOTANICAL NAME
SPOROBOLUS AIROIDES
BOUTLOUA GRACILIS
PASCOPYRUM SMITHII
PUCCINELLIA DISTANS
GRASSESEROSION CONTROL SEED MIX
CANADA WILD RYE
INLAND SALTGRASS DISTICHLIS STRICTA
ELYMUS CANADENSIS 2.6
1.1
1.85
0.81
0.65
0.17PLAINS COREOPSIS
PURPLE PRAIRIE CLOVER
INDIAN BLANKET FLOWER
WHITE PRAIRIE CLOVER
14.54 LBS/PLS/ACRE
LBS/PLS/ACRECOMMON NAME
MEXICAN HAT 0.20
TOTAL FOR UPLAND MIX
RATIBIDA COLUMNIFERA
BOTANICAL NAME
GAILLARDIA ARISTATA
DALEA PURPUREA
COREOPSIS TINCTORIA
INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 1.13
DALEA CANDIDA
WILDFLOWERS GRASSESSIDEOATS GRAMA
BOTTLEBRUSH SQUIRRELTAIL
BLUE GRAMA
BUFALOGRASS
PRAIRIE JUNEGRASS KOELERIA MACRANTHA
BOUTELOUA GRACILIS
ELYMUS ELYMOIDES
BOUTELOUA CURTIPENDULA
STREAMBANK WHEATGRASS
BOUTELOUA DACTYLOIDES
INLAND SALTGRASS
LITTLE BLUESTEM
WESTERN WHEAT
SCHIZACHYRIUM SCOPARIUM
DISTICHLIS STRICTA
PASCOPYRUM SMITHII
0.35
0.25
3.27
1.15
0.95
1.36
0.7
1.61
0.08
ELYMUS LANCEOLATUS SSP. LANCEOLATUS
DETENTION BASIN MIX
15.8
14.5
10.1
3.4BUFFALOGRASS
SAND DROPSEED
SIDEOATS GRAMA
BLUE GRAMA
14.0 PLS/ACRE
% OF TOTALCOMMON NAME
ROCKY MOUNTAIN FESCUE
13.8
TOTAL FOR EROSION CONTROL SEED MIX
FESTUCA SAXIMONTANA ROCKY
BOTANICAL NAME
BOUTELOUA CURTIPENDULA
SPOROBOLUS CRPTANDRUS
BOUTULOUA DACTYLOIDES
BOUTELOUA GRACILIS
GRASSESNATIVE HABITAT BUFFER ZONE SEED MIX "UPLAND MIX"
WESTERN WHEATGRASS
THICKSPIKE WHEATGRASS ELYMUS LANCEOLATUS
PASCOPYRUM SMITHII
18.3
10.1
CUSTOM SEED MIX
BY PAWNEE BUTTES SEED INC., OR APPROVED EQUAL
CANADA WILDRYE
14.1
GREEN NEEDLEGRASS
13.1
NASSELLA
ELYMUS CANADENSIS
SUBTOTAL 100%
BASELINE INVENTORY OF EXISTING NOXIOUS WEED SPECIES PRESENT
STATE OF COLORADO LISTED NON-NATIVE WEED SPECIES GROWING AT THE BLOOM FILING 1 SITE INCLUDE RUSSIAN OLIVES (ELEAGNUS ANGUSTIFOLIA), MUSK THISTLE
(CARDUUS NUTANS), CANADA THISTLE (CIRSIUM ARVENSE), CHEATGRASS (BROMUS TECTORUM), FIELD BINDWEED (CONVOLVULUS ARVENSIS), CHICORY (CICHORIUM INTYBUS),
BURDOCK (ARCTIUM LAPPA), LEAFY SPURGE (EUPHORBIA ESULA), AND KNAPWEED (CENTAUREA SPECIES). THESE WEEDS WILL BE ERADICATED AND CONTROLLED.
GOALS AND OBJECTIVES
NON-NATIVE NOXIOUS WEEDS WILL BE REMOVED AND CONTROLLED IN THE NATURAL HABITAT BUFFER ZONES AND PUBLIC AREAS AT BLOOM FILING 1 IN THE CITY OF FORT
COLLINS. THE GOAL IS TO HAVE NO COLORADO DEPARTMENT OF AGRICULTURE LIST A WEED SPECIES AND LESS THAN 10% LIST B WEED SPECIES PRESENT.
WEED CONTROL METHODS
A COMBINATION OF MANUAL WEED CONTROL AND HERBICIDE TREATMENT WILL BE UTILIZED TO CONTROL NOXIOUS WEEDS IN NATURAL HABITAT AREAS AND BUFFER ZONES,
FOLLOWING THE GUIDANCE ON THE COLORADO DEPARTMENT OF AGRICULTURE FACT SHEETS FOR EACH OF THE NOXIOUS WEED SPECIES.
PRE-CONSTRUCTION WEED CONTROL
THE EXISTING ONSITE WEED POPULATIONS WILL BE TREATED BEFORE EARTHWORK AND CONSTRUCTION BEGINS.
DURING CONSTRUCTION WEED CONTROL & BEST MANAGEMENT PRACTICES
-EARTHMOVING EQUIPMENT WILL BE WASHED TO REMOVE MUD AND SEEDS PRIOR TO ARRIVING ONSITE.
-ALL DISTURBED AREAS AND STOCKPILES WILL BE MANAGED TO PREVENT WEEDS FROM GOING TO SEED.
-THE AMOUNT OF BARE GROUND AND LENGTH OF TIME GROUND IS BARE WILL BE MINIMIZED.
-ONLY CERTIFIED WEED-FREE MATERIAL IS USED FOR EROSION BMPS (FIBER ROLL BARRIERS, SEDIMENT LOGS, STRAW BALES, EROSION BLANKETS, ETC.).
MONITORING AND CONTROL OF ANY COLORADO DEPARTMENT OF AGRICULTURE LIST A AND LIST B WEED SPECIES WILL BE CONDUCTED FOUR TIMES PER YEAR. MANUAL
PULLING USING HAND TOOLS WILL BE USED TO CONTROL SMALL POPULATIONS OF NOXIOUS WEED SPECIES. ALL NOXIOUS WEEDS THAT ARE MANUALLY CONTROLLED WILL BE
IMMEDIATELY REMOVED FROM THE SITE OR PLACED INTO TRASH BAGS THAT WILL TO BE TAKEN TO A LANDFILL. HERBICIDE TREATMENT BY A LICENSED APPLICATOR WILL BE
UTILIZED TO CONTROL ANY LARGE POPULATIONS OF NOXIOUS WEEDS.
POST-CONSTRUCTION WEED CONTROL
WEED CONTROL AND MONITORING WILL BE CONTINUED, WITH WEED POPULATIONS BEING MONITORED AND ERADICATED FOUR TIMES PER YEAR DURING THE GROWING SEASON.
THE APPLICANT WILL BE RESPONSIBLE THE SUCCESS OF THE WEED MANAGEMENT PLAN AS OUTLINED IN THE NHBZ MONITORING PLAN.
SCHEDULE
WEED MONITORING AND CONTROL AT THE PROJECT SITE AND IN THE NHBZ RESTORATION AREAS WILL BE COMPLETED FOUR TIMES PER YEAR DURING THE GROWING SEASON,
WITH WEED CONTROL COMPLETED IN MAY, JUNE, AUGUST AND OCTOBER.
WEED MANAGEMENT PLAN
IN ACCORDANCE WITH CITY OF FORT COLLINS DEVELOPMENT STANDARDS, ONSITE NHBZ RESTORATION IS PLANNED TO CREATE NEW
NATIVE GRASSLAND HABITAT BY RESTORING NATIVE VEGETATION. THE RESTORATION AREAS WILL BE MAINTAINED AND MONITORED
TO MAKE SURE THE NHBZ RESTORATION IS SUCCESSFUL.
NHBZ RESTORATION WILL BE ACCOMPLISHED BY:
1. REGRADING THE RESTORATION AREAS AND ELIMINATING ALL NON-NATIVE WEED SPECIES.
2. NHBZ RESTORATION AREAS WILL BE GRADED TO CREATE A SMOOTHLY CONTOURED TOPOGRAPHY.
3. SOIL AMENDMENTS WILL BE ADDED AS-NEEDED BASED UPON CSU SOIL TEST RESULTS.
4. NHBZ AREAS WILL BE SEEDED WITH THE SPECIFIED NATIVE SEED MIX, MULCHED OR HYDROMULCHED.
5. TREES AND SHRUBS LISTED ON THE LANDSCAPE PLANS WILL BE PLANTED.
GRADING AND EROSION CONTROL TOPOGRAPHICAL RELIEF AT THE NHBZ RESTORATION AREAS WILL BE GRADED TO CREATE A
NATURAL LANDSCAPE. BIODEGRADABLE AND WEED-FREE EROSION CONTROL FABRIC, SEDIMENT FENCING, AND EROSION CONTROL
LOGS WILL BE INSTALLED AS NEEDED TO CONTAIN EROSION AND RUNOFF.
SOIL AMENDMENTS SOIL AMENDMENTS WILL BE BASED UPON A SOIL SAMPLE ANALYSIS FROM CSU.
SEEDING THE NATIVE SEED MIX FOR THE NHBZ WILL BE SPREAD AT THE SPECIFIED APPLICATION RATES, THEN COVERED WITH
HYDROMULCH OR CERTIFIED WEED FREE STRAW MULCH. THE SEED MIX WILL ALSO BE SPREAD ON SIDE SLOPES, AND AT ALL
DISTURBED NHBZ AND ACCESS AREAS.
SITE MANAGEMENT AND MAINTENANCE THE PROPOSED RESTORATION SITE MANAGEMENT AND MAINTENANCE PLAN WILL INVOLVE
MONITORING, TRASH PICKUP, AND NOXIOUS WEED CONTROL. NOXIOUS WEEDS WILL BE REMOVED FROM THE RESTORATION AREAS
MANUALLY AND ALSO USING HERBICIDES IF NECESSARY. THE WEED MANAGEMENT PLAN WILL BE FOLLOWED AND ADHERED TO.
PROJECT SUCCESS THE APPLICANT WILL BE RESPONSIBLE THE SUCCESS OF THE RESTORATION PLAN AS OUTLINED IN THE NHBZ
MONITORING PLAN.
LONG TERM MANAGEMENT LONG TERM MAINTENANCE AND MANAGEMENT PLANNED FOR THE NHBZ RESTORATION AREAS WILL
INCLUDE WEED CONTROL, VEGETATION MAINTENANCE, AND TRASH REMOVAL. THE APPLICANT WILL BE RESPONSIBLE FOR THE
LONG-TERM MANAGEMENT OF THE NHBZ AREAS AND VEGETATION COMMUNITIES.
NHBZ RESTORATION PLAN
LANDSCAPE/STREETSCAPE DESIGN APPROACH
AS PART OF THE LARGER BLOOM COMMUNITY, STREETSCAPE AND LANDSCAPE WILL PROVIDE A COMMON THREAD TYING TOGETHER
THE INTERNAL CHARACTER OF BLOOM WHILE FITTING IN APPROPRIATELY TO THE LARGER CITY OF FORT COLLINS CONTEXT. THE
PLANT PALETTE WILL FOCUS ON NATIVE AND WATER CONSCIOUS SPECIES THAT ALSO SUPPORT POLLINATOR HABITAT. PLANTINGS
WILL BE MASSED IN IRREGULAR GROUPINGS RATHER THAN SYMMETRICAL FORMS, EMPHASIZING THE INTERSECTION OF MODERN
COMMUNITY ARCHITECTURE WITH NATURALIZED SURROUNDINGS. PERENNIALS, GRASSES AND SHRUBS WILL INTERMIX ALONG ARIA
WAY, WITH CANOPY AND ORNAMENTAL TREES PROVIDING COMFORTABLE ENVIRONMENTS FOR WALKING, GATHERING OR EXPLORING.
COMMON NAME BOTANICAL NAME
NATIVE SOD BLEND
CREEPING RED FESCUE FESTUCA RUBRA
PRAIRIE JUNEGRASS KOELERIA MACRANTHA
TUFTED HAIRGRASS DESCHAMPSIA CESPITOSA
SIDEOATS GRAMA BOUTELOUA CURTIPENDULA
SHEEP FESCUE FESTUCA OVINA
NATURE'S PRAIRIE TURF, TURF MASTER
1.ALL EASEMENTS AND RIGHTS-OF-WAY CROSSING THE CITY OF GREELEY EASEMENT ARE SUBJECT TO THE RIGHTS OF SAID CITY OF GREELEY EASEMENT.
2.THERE SHALL BE NO PERMANENT STRUCTURES, CONCRETE SLABS, DETENTION PONDS, FENCES, WALLS, TREES, OR OTHER LANDSCAPING OR BERMS GREATER THAN 3
FEET AT MATURE GROWTH, OR OTHER OBSTRUCTIONS WITHIN THE CITY OF GREELEY EASEMENT. NO COVER SHALL BE REMOVED AND/OR ADDED WITHOUT WRITTEN
PERMISSION FROM CITY OF GREELEY WATER ENGINEER.
3.THERE SHALL BE NO OTHER UTILITIES WITHIN THE CITY OF GREELEY EASEMENT EXCEPT AT RIGHT ANGLE CROSSINGS AND UNLESS PREVIOUSLY APPROVED BY THE CITY
OF GREELEY WATER & SEWER DEPARTMENT. ALL PLANS SHALL BE SUBMITTED DURING THE DESIGN PHASE AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION AND SHALL
SHOW POTHOLED LOCATIONS AND ELEVATIONS IN PLAN AND PROFILE VIEW. GREELEY WATER & SEWER WILL ISSUE APPROPRIATE CROSSING APPROVAL.
4.IN THE EVENT THAT EXCAVATION IS REQUIRED FOR THE CITY OF GREELEY WATER PIPELINES DUE TO WATER PIPELINE REPAIRS, REPLACEMENT OR OTHER OPERATIONS,
THE EXCAVATION WILL BE BACKFILLED SAFELY BUT SURFACE RESTORATION WILL NOT BE DONE BY/ OR AT THE EXPENSE OF THE CITY OF GREELEY.
5.GREELEY WATER PIPELINE LOCATIONS ARE APPROXIMATE, CONTACT THE TRANSMISSION LINE TECHNICIAN AT 970-371-3726, 72 HOURS IN ADVANCE OF ANY LOCATE
REQUEST OR ANY CONSTRUCTION ACTIVITIES WITHIN THE GREELEY WATER PIPELINE EASEMENT.
6.THERE SHALL BE NO VIBRATORY OR HEAVY SHEEPSFOOT COMPACTION WITHIN 20 FEET OF THE EXISTING WATER TRANSMISSION PIPELINE. STATIC COMPACTION
EQUIPMENT SHALL BE USED.
CITY OF GREELEY NOTES (ONLY APPLIES TO AREAS WITH IN THE CITY OF GREELEY EASEMENT)
PBSI NATIVE PRAIRIE MIX
LOW GROW MIX
COMMON NAME
BLUE GRAMA
BUFFALO GRASS
WESTERN WHEAT 'ARABIA' COOL SEASON
GREEN NEEDLE GRASS (COOL SEASON)
SAND DROPSEED
13.00 - 15 PLS/ACRETOTAL FOR UPLAND MIX
1.5
2.4
.18
5.2
2.7
LBS/PLS/ACRE
SIDE OATS GRAMA
3.0
DECIDUOUS TREES BOTANICAL NAME COMMON NAME ROOT SIZE QTY
AC MO ACER MIYABEI 'MORTON' TM STATE STREET MIYABE MAPLE B & B 2"CAL 17
AC SE ACER NEGUNDO `SENSATION`SENSATION BOX ELDER MAPLE B & B 2"CAL 14
AC GM ACER SACCHARUM 'GREEN MOUNTAIN'GREEN MOUNTAIN SUGAR MAPLE B & B 2"CAL 33
AE GL AESCULUS GLABRA OHIO BUCKEYE B & B 2"CAL 28
CA SP CATALPA SPECIOSA NORTHERN CATALPA B & B 2"CAL 52
CE OC CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2"CAL 47
CO CO CORYLUS COLURNA TURKISH FILBERT B & B 2"CAL 15
GL SH GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER'SHADEMASTER HONEY LOCUST B & B 2"CAL 27
GY ES GYMNOCLADUS DIOICA `ESPRESSO`KENTUCKY COFFEETREE B & B 2"CAL 52
KO PA KOELREUTERIA PANICULATA GOLDEN RAIN TREE B & B 2"CAL 40
LI TU LIRIODENDRON TULIPIFERA TULIP POPLAR B & B 2"CAL 8
PL AC PLATANUS X ACERIFOLIA LONDON PLANE TREE B & B 2"CAL 39
PO AC POPULUS X ACUMINATA LANCELEAF POPLAR B & B 2"CAL 34
QU BU QUERCUS BUCKLEYI TEXAS RED OAK B & B 2"CAL 40
QU MU QUERCUS MUEHLENBERGII CHINKAPIN OAK B & B 2"CAL 60
TI RE TILIA AMERICANA `REDMOND`REDMOND AMERICAN LINDEN B & B 2"CAL 41
TI GR TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN B & B 2"CAL 40
UL MO ULMUS DAVIDIANA VAR. JAPONICA 'MORTON'ACCOLADE ELM B & B 2"CAL 50
EVERGREEN TREES BOTANICAL NAME COMMON NAME ROOT SIZE QTY
JU SP JUNIPERUS CHINENSIS `SPARTAN`SPARTAN JUNIPER B & B 6` HEIGHT 3
JU MO JUNIPERUS MONOSPERMA CHERRYSTONE JUNIPER B & B 6` HEIGHT 6
PI DE PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 6` HEIGHT 4
PI NS PICEA GLAUCA 'NORTH STAR'NORTH STAR WHITE SPRUCE B & B 6` HEIGHT 17
PI BB PICEA PUNGENS 'BABY BLUE EYES'BABY BLUE EYES COLORADO BLUE SPRUCE B & B 6` HEIGHT 22
PI BA PICEA PUNGENS 'BAKERI'BAKERI BLUE SPRUCE B & B 6` HEIGHT 7
PI ED PINUS EDULIS PINYON PINE B & B 6` HEIGHT 4
PI HE PINUS HELDREICHII BOSNIAN PINE B & B 6` HEIGHT 2
PI FA PINUS MUGO 'FASTIGIATA'MUGO PINE B & B 6` HEIGHT 20
PI TA PINUS MUGO 'TANNENBAUM'TANNENBAUM MUGO PINE B & B 6` HEIGHT 2
PI NI PINUS NIGRA AUSTRIAN BLACK PINE B & B 6` HEIGHT 4
PI PO PINUS PONDEROSA PONDEROSA PINE B & B 6` HEIGHT 2
ORNAMENTAL/SMALL TREES BOTANICAL NAME COMMON NAME ROOT SIZE QTY
AC GR ACER GRANDIDENTATUM BIGTOOTH MAPLE B & B 1.5"CAL 36
AL TE ALNUS INCANA TENUIFOLIA THINLEAF ALDER B & B 1.5"CAL 6
AM GR AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE`AUTUMN BRILLIANCE APPLE SERVICEBERRY B & B 1.5"CAL 4
CE CA CERCIS CANADENSIS EASTERN REDBUD B & B 1.5"CAL 5
CR IN CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN B & B 1.5"CAL 8
MA RA MALUS X 'RADIANT'RADIANT CRABAPPLE B & B 1.5"CAL 23
MA RD MALUS X 'RUBY DAZYE'RUBY DAZYE CRABAPPLE B & B 1.5"CAL 22
PR VI PRUNUS VIRGINIANA CANADA RED B & B 1.5"CAL 4
QU GA QUERCUS GAMBELII GAMBEL OAK B & B 6` CLUMP 4
SY IV SYRINGA RETICULATA 'IVORY SILK'IVORY SILK JAPANESE TREE LILAC B & B 1.5"CAL 20
EVERGREEN SHRUBS BOTANICAL NAME COMMON NAME ROOT SIZE QTY MATURE HEIGHT MATURE WIDTH
AR PA ARCTOSTAPHYLOS X COLORADENSIS `PANCHITO`PANCHITO MANZANITA CONT.#5 8 18 - 36" HT.
AR CO ARCTOSTAPHYLOS X COLORADOENSIS MOCK BEARBERRY MANZANITA CONT.#5 4 6 - 18" HT.
AR CH ARCTOSTAPHYLOS X COLORADOENSIS `CHIEFTAIN`CHIEFTAIN MANZANITA CONT.#5 35 18 - 36" HT.
CO AP COTONEASTER APICULATUS CRANBERRY COTONEASTER CONT.#5 3 18 - 36" HT.
DA BU DAPHNE X BURKWOODII 'CAROL MACKIE'CAROL MACKIE DAPHNE CONT.#5 59 3 - 6' HT.
EU GL EUONYMUS FORTUNEI `GREEN LANE`GREEN LANE WINTERCREEPER CONT.#5 28 18" - 6' HT.
EU FC EUONYMUS FORTUNEI 'COLORATUS'PURPLE-LEAF WINTERCREEPER CONT.#5 32 6 - 18" HT.1 - 3' W.
JU BH JUNIPERUS HORIZONTALIS `BAR HARBOR`BAR HARBOR CREEPING JUNIPER CONT.#5 11 6 - 18" HT.
JU AR JUNIPERUS SABINA `ARCADIA`ARCADIA JUNIPER CONT.#5 17 6 - 18" HT.
JU BR JUNIPERUS SABINA `BROADMOOR`BROADMOOR JUNIPER CONT.#5 2 6" - 6' HT.
JU BL JUNIPERUS SABINA 'BUFFALO'BUFFALO JUNIPER CONT.#5 6 18 - 36" HT.
JU SK JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER CONT.#5 18 10 - 25' HT.1 - 3' W.
PI EL PICEA ABIES 'ELEGANS'ELEGANS NORWAY SPRUCE CONT.#5 22 6" - 36" HT.
PI DW PINUS EDULIS DWARF PINON PINE CONT.#5 93 15 - 40' HT.10 - 15' W.
PI GY PINUS MUGO `HUMPY`HUMPY MUGO PINE CONT.#5 63
PI BT PINUS MUGO 'BIG TUNA'BIG TUNA MUGO PINE CONT.#5 9 6 - 10' HT.
TH GL THUJA OCCIDENTALIS 'GLOBOSA'GLOBOSE ARBORVITAE CONT.#5 34 3 - 6' HT.
ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME ROOT SIZE QTY MATURE HEIGHT MATURE WIDTH
AN WI ANDROPOGON GERARDII `WINDWALKER`WINDWALKER BIG BLUESTEM CONT.#1 122 6" - 6' HT.1 - 3' W.
BO BA BOUTELOUA GRACILIS `BLONDE AMBITION`BLOND AMBITION BLUE GRAMA GRASS CONT.#1 145 18 - 36" HT.1 - 3' W.
CA KF CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS CONT.#1 66 3 - 6' HT.1 - 3' W.
CA OV CALAMAGROSTIS X ACUTIFLORA 'OVERDAM'OVERDAM FEATHER REED GRASS CONT.#1 121 18" - 6' HT.1 - 3' W.
HE SE HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS CONT.#1 200 18 - 36" HT.1 - 3' W.
MI ML MISCANTHUS SINENSIS `MORNING LIGHT`MORNING LIGHT EULALIS GRASS CONT.#1 6 3 - 6' HT.
MI VA MISCANTHUS SINENSIS `VARIEGATUS`VARIEGATED EULALIA GRASS CONT.#1 21 3 - 1' HT.
MU RE MUHLENBERGIA REVERCHONI `UNDAUNTED`UNDAUNTED RUBY MUHLY CONT.#1 198 18 - 36" HT.1 - 3' W.
NA TE NASSELLA TENUISSIMA MEXICAN FEATHER GRASS CONT.#1 134 18 - 36" HT.1 - 3' W.
PE BU PENNISETUM ALOPECUROIDES 'LITTLE BUNNY'LITTLE BUNNY FOUNTAIN GRASS CONT.#1 14 6" - 36" HT.1 - 3' W.
PE KR PENNISETUM ORIENTALE `KARLEY ROSE`KARLEY ROSE FOUNTAIN GRASS CONT.#1 26 18 - 36" HT.1 - 3' W.
SA RA SACCHARUM RAVENNAE RAVENNA GRASS CONT.#1 3 6 - 15' HT.
SC BL SCHIZACHYRIUM SCOPARIUM `BLAZE`BLAZE LITTLE BLUESTEM CONT.#1 10 18 - 36" HT.1 - 3' W.
SC SO SCHIZACHYRIUM SCOPARIUM `STANDING OVATION`STANDING OVATION BLUESTEM GRASS CONT.#1 112 18 - 36" HT.1 - 3' W.
SO NU SORGHASTRUM NUTANS INDIAN GRASS CONT.#1 54 3 - 6' HT.1 - 3' W.
SP HE SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED CONT.#1 155 18 - 36" HT.1 - 3' W.
PERENNIALS BOTANICAL NAME COMMON NAME ROOT SIZE QTY MATURE HEIGHT MATURE WIDTH
AC MI ACHILLEA 'MOONSHINE'MOONSHINE YARROW CONT.#1 71 6" - 36" HT.1 - 3' W.
AG SI AGASTACHE CANA `SINNING` TM SONORAN SUNSET HUMMINGBIRD MINT CONT.#1 94 6" - 36" HT.1 - 3' W.
AL CE ALLIUM CERNUUM NODDING ONION CONT.#1 39 6 - 18" HT.
AL PS ALLIUM X 'PURPLE SENSATION'PURPLE SENSATION ORNAMENTAL ONION CONT.#1 5 18 - 36" HT.1 - 3' W.
AN EU ANEMONE PULSATILLA PASQUEFLOWER CONT.#1 36 < 6" HT.
AS RU ASCLEPIAS SPECIOSA SHOWY MILKWEED CONT.#1 57 6" - 36" HT.
AS TU ASCLIPIAS TUBEROSA BUTTERFLYWEED CONT.#1 46 6 - 18" HT.
CA IN CALLIRHOE INVOLUCRATA PURPLE POPPYMALLOW CONT.#1 72 6 - 18" HT.1 - 3' W.
CL SE CLEOME SERRULATA ROCKY MOUNTAIN BEEPLANT CONT.#1 31 3 - 6' HT.
CO VE COREOPSIS VERTICILLATA 'MOONBEAM'MOONBEAM TICKSEED CONT.#1 13 6 - 18" HT.1 - 3' W.
CR RU CROCUS TOMMASINIANUS 'RUBY GIANT'RUBY GIANT CROCUS CONT.#1 13 < 6" HT.
DA PU DALEA PURPUREA PURPLE PRAIRIE CLOVER CONT.#1 16
EC PU ECHINACEA PURPUREA PURPLE CONEFLOWER CONT.#1 106 18 - 36" HT.1 - 3' W.
EN PE ENGELMANNIA PERISTENIA ENGELMANN'S DAISY CONT.#1 52 18 - 36" HT.1 - 3' W.
ER SU ERIOGONUM UMBELLATUM SULFURFLOWER BUCKWHEAT CONT.#1 91 6 - 18" HT.1 - 3' W.
EU PU EUTROCHIUM PURPUREUM SWEET JOE PYE WEED CONT.#1 15 18 - 36" HT.1 - 3' W.
GA AR GAILLARDIA ARISTATA NATIVE BLANKET FLOWER CONT.#1 65 6 - 18" HT.
GE TR GEUM TRIFLORUM PRAIRIE SMOKE CONT.#1 37 6 - 18" HT.
HE RC HEMEROCALLIS X `ROCKET CITY`ROCKET CITY DAYLILY CONT.#1 9 18 - 36" HT.1 - 3' W.
HE ST HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY CONT.#1 31 6 - 18" HT.1 - 3' W.
LA WO LAVANDULA ANGUSTIFOLIA `WEE ONE`WEE ONE ENGLISH LAVENDER CONT.#1 27
LA PH LAVANDULA X INTERMEDIA `PHENOMENAL`PHENOMENAL LAVENDER CONT.#1 6
LI PU LIATRIS PUNCTATA DOTTED GAYFEATHER CONT.#1 34 6" - 36" HT.1 - 3' W.
LI BL LINUM LEWISII 'BLUE FLAX'BLUE FLAX CONT.#1 29 6 - 18" HT.1 - 3' W.
NE PS NEPETA X `PSFIKE` TM LITTLE TRUDY CATMINT CONT.#1 90 6 - 18" HT.1 - 3' W.
PE RR PENSTEMON MEXICALI `RED ROCKS`RED ROCKS PENSTEMON CONT.#1 7 6 - 18" HT.
PE RO PENSTEMON ROSTRIFLORUS BRIDGE PENSTEMON CONT.#1 7 < 6" HT.1 - 3' W.
PE PK PENSTEMON X MEXICALI `P007S` TM PIKES PEAK PURPLE PENSTEMON CONT.#1 17 6 - 18" HT.1 - 3' W.
RU FU RUDBECKIA FULGIDA `GOLDSTRUM`BLACK-EYED SUSAN CONT.#1 85 18 - 36" HT.1 - 3' W.
SA MN SALVIA X SYLVESTRIS `MAY NIGHT`MAY NIGHT SALVIA CONT.#1 62 18 - 36" HT.1 - 3' W.
SA AJ SEDUM SPECTABILE ‘AUTUMN JOY’AUTUMN JOY SEDUM CONT.#1 6 18" - 6' HT.1 - 6' W.
SO GI SOLIDAGO GIGANTEA GIANT GOLDENROD CONT.#1 33 3 - 6' HT.
SY OO SYMPHYOTRICHUM OOLENTANGIENSE SKY BLUE ASTER CONT.#1 55 18 - 36" HT.1 - 3' W.
TU HU TULIPA HUMILIS 'PERSIAN PEARL'PERSIAN PEARL TULIP CONT.#1 20 6 - 18" HT.
VI BV VINCA MINOR `BOWLES`BOWLES COMMON PERIWINKLE CONT.#1 9 < - 18" HT.
ZA GA ZAUSCHNERIA GARRETTII `PWWG01S` TM ORANGE CARPET HUMMINGBIRD TRUMPET CONT.#1 15 < 6" HT.1 - 3' W.
MATURE HEIGHT MATURE WIDTH
40 - 65' HT.25 - 40' W.
25 - 65' HT.25 - 40' W.
40 - 65' HT.25 - 40' W.
25 - 40' HT.15 - 25' W.
40 - 65' HT.25 - 40' W.
40 - 65' HT.40 - 65' W.
40 - 65' HT.25 - 40' W.
25 - 65' HT.25 - 40' W.
40 - 65' HT.25 - 40' W.
15 - 40' HT.15 - 25' W.
40 - 65' HT.25 - 40' W.
40 - 65' HT.15 - 25' W.
25 - 40' HT.25 - 40' W.
25 - 40' HT.15 - 25' W.
40 - 65' HT.40 - 90' W.
40 - 65' HT.25 - 40' W.
40 - 65' HT.25 - 40' W.
40 - 65' HT.25 - 40' W.
MATURE HEIGHT MATURE WIDTH
10 - 15' HT.3 - 6' W.
10 - 25' HT.10 - 15' W.
25 - 40' HT.15 - 25' W.
15 - 25' HT.3 - 6' W.
15 - 25' HT.10 - 15' W.
25 - 40' HT.10 - 15' W.
15 - 40' HT.10 - 15' W.
25 - 65' HT.
10 - 15' HT.10 - 15' W.
10 - 15' HT.10 - 15' W.
40 - 65' HT.25 - 40' W.
> 65' HT.25 - 40' W.
MATURE HEIGHT MATURE WIDTH
25 - 40' HT.15 - 25' W.
15 - 25' HT.15 - 25' W.
15 - 25' HT.10 - 15' W.
15 - 25' HT.15 - 25' W.
15 - 25' HT.10 - 15' W.
15 - 40' HT.15 - 25' W.
10 - 25' HT.10 - 15' W.
25 - 40' HT.15 - 25' W.
15 - 40' HT.15 - 25' W.
15 - 25' HT.15 - 25' W.
MATURE HEIGHT MATURE WIDTH
DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME ROOT SIZE QTY MATURE HEIGHT
AM AL AMELANCHIER ALNIFOLIA SERVICEBERRY CONT.#5 40 15 - 25' HT.
AM UT AMELANCHIER UTAHENSIS UTAH SERVICEBERRY CONT.#5 13 6 - 15' HT.
AM CA AMORPHA CANESCENS LEADPLANT CONT.#5 34 18 - 36" HT.
AR TR ARTEMISIA TRIDENTATA BIG SAGEBRUSH CONT.#5 83 3 - 1' HT.
BE TH BERBERIS THUNBERGII JAPANESE GREENLEAF BARBERRY CONT.#5 8 3 - 6' HT.
BE CP BERBERIS THUNBERGII `CRIMSON PYGMY`CRIMSON PYGMY BARBERRY CONT.#5 60 18 - 36" HT.
BE GR BERBERIS THUNBERGII 'GOLDEN ROCKET'GOLDEN ROCKET JAPANESE BARBERRY CONT.#5 81 18" - 6' HT.
BU WG BUXUS MICROPHYLLA JAPONICA 'WINTER GEM'WINTER GEM JAPANESE BOXWOOD CONT.#5 30 3 - 6' HT.
CA PY CARAGANA PYGMAEA PYGMY PEASHRUB CONT.#5 6 18" - 6' HT.
CA BM CARYOPTERIS X CLANDONENSIS 'BLUE MIST'BLUE MIST BLUEBEARD CONT.#5 59 18 - 36" HT.
CE IN CERCOCARPUS INTRICATUS LITTLE LEAF MOUNTAIN MAHOGONY CONT.#5 5 3 - 6' HT.
CH NN CHRYSOTHAMNUS NAUSEOSUS NAUCEOSUS BABY BLUE RABBITBRUSH CONT.#5 20 18" - 15' HT.
CO AF CORNUS SERICEA `ARCTIC FIRE`ARCTIC FIRE DOGWOOD CONT.#5 79 6 - 10' HT.
CO IS CORNUS SERICEA `ISANTI`ISANTI REDOSIER DOGWOOD CONT.#5 3 3 - 6' HT.
CO AC COTONEASTER ACUTIFOLIUS PEKING COTONEASTER CONT.#5 13 6 - 10' HT.
CY SG CYTISUS PURGANS `SPANISH GOLD`SPANISH GOLD BROOM CONT.#5 15 18 - 36" HT.
DA CM DAPHNE X BURKWOODII `CAROL MACKIE`CAROL MACKIE DAPHNE CONT.#5 2 3 - 6' HT.
EU CO EUONYMUS ALATUS 'COMPACTUS'COMPACT BURNING BUSH CONT.#5 107 6 - 10' HT.
FA PA FALLUGIA PARADOXA APACHE PLUME CONT.#5 11 3 - 6' HT.
FR CO FRANGULA ALNUS `COLUMNARIS`TALL HEDGE BUCKTHORN CONT.#5 12 10 - 15' HT.
PE LS PEROVSKIA ATRIPLICIFOLIA `LITTLE SPIRE` TM LITTLE SPIRE RUSSIAN SAGE CONT.#5 17 18 - 36" HT.
PH CH PHILADELPHUS LEWISII `CHEYENNE`LEWIS MOCK ORANGE CONT.#5 8 6 - 10' HT.
PH SN PHILADELPHUS X `SNOWBELLE`SNOWBELL MOCK ORANGE CONT.#5 23 18 - 36" HT.
PH MO PHYSOCARPUS MONOGYNUS MOUNTAIN NINEBARK CONT.#5 24 3 - 6' HT.
PH DM PHYSOCARPUS OPULIFOLIUS `DONNA MAY` TM LITTLE DEVIL DWARF NINEBARK CONT.#5 142 3 - 6' HT.
PR BE PRUNUS BESSEYI WESTERN SAND CHERRY CONT.#5 11 18 - 36" HT.
PR PB PRUNUS BESSEYI PAWNEE BUTTES CREEPING WESTERN SAND CHERRY CONT.#5 25 6 - 18" HT.
PR RP PRUNUS GLANDULOSA `ROSEA PLENA`DWARF PINK FLOWERING ALMOND CONT.#5 44 3 - 6' HT.
RH AA RHUS TRILOBATA `AUTUMN AMBER`AUTUMN AMBER SUMAC CONT.#5 17 6 - 18" HT.
RI AL RIBES ALPINUM ALPINE CURRANT CONT.#5 41 18 - 36" HT.
RI AU RIBES AUREUM GOLDEN CURRANT CONT.#5 49 3 - 1' HT.
RI CE RIBES CEREUM WAX CURRANT CONT.#5 9 3 - 6' HT.
RO WO ROSA WOODSII MOUNTAIN ROSE CONT.#5 5 3 - 6' HT.
RO CU ROSA X 'CUTHBERT GRANT'CUTHBERT GRANT SHRUB ROSE CONT.#5 3 3 - 6' HT.
RO MS ROSA X 'MORDEN SUNRISE'MORDEN SUNRISE SHRUB ROSE CONT.#5 30 3 - 6' HT.
RO NW ROSA X 'NEARLY WILD'NEARLY WILD FLORIBUNDA ROSE CONT.#5 18 18 - 36" HT.
SP LP SPIRAEA JAPONICA `LITTLE PRINCESS`LITTLE PRINCESS JAPANESE SPIREA CONT.#5 26 18 - 36" HT.
SY AL SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY CONT.#5 6 3 - 6' HT.
SY ME SYRINGA MEYERI `PALIBIN`DWARF KOREAN LILAC CONT.#5 59 3 - 6' HT.
VI SI VIBURNUM CARLESII `SPICE ISLAND`SPICE ISLAND KOREANSPICE VIBURNUM CONT.#5 67
VI MA VIBURNUM CARLESII SPICE BABY KOREANSPICE VIBURNUM CONT.#5 3 6 - 15' HT.
LANDSCAPE
SCHEDULE
LP002
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
TREE SCHEDULE PLANT SCHEDULE CONT.
TOTAL PERCENTAGE 100%
PERCENTAGE
2%
1%
1%
2%
2%
1%
1%
1%
1%
4%
1%
1%
1%
2%
2%
1%
1%
1%
7%
5%
4%
4%
1%
5%
6%
3%
2%
6%
6%
3%
3%
2%
2%
5%
MIT. QTY
2
6
5
1123
57
-
1
*ALL MITIGATION TREE SIZES ARE TO BE 8FT HEIGHT UPON PLANTING
8' HEIGHT
10 - 15' W.
8' HEIGHT
2%
PLANT SCHEDULE
PERCENTAGE
PERCENTAGE
MIT. QTY
5%
6%
1%
1%
1%
5 - 6' HT.
30 - 32" HT.
5 - 12" HT.
12 - 24" HT.
6 - 32" HT.
2
22 23
27
28
5
9
6
1
3
4
8
7
AMERICAN
PLUM STAND
24
25
26
BARNSTORMER STREET
ARIA WAYWHISPERWIND LANEX
X
X
X
X
XXXX11
12
13
16
14
15
18
17
21
20
19
29
30
31
32 33
34
35
36
37
38
LARGE
COTTONWOOD 10
EXISTING TREE
TO REMAIN
EXISTING TREE
TO BE REMOVED
PROPOSED TOPO MAJOR
PROPOSED TOPO MINOR
TREE MITIGATION
PLAN
LP003
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
LEGEND
NORTH SITE
SOUTH SITE MIDDLE SITE
NORTH
0 5025 100
SCALE 1" = 50'
NORTH
0 10050 200
SCALE 1" = 100'NORTH
0 10050 200
SCALE 1" = 100'
KEY
#Species Stems DBH (inches)Condition
Forestry
Mitigation
Environmental
Planning Mitigation Notes
1 Cottonwood 2 50, 22 fair 4.0 TBD Protect in place
2 Cottonwood 40 fair 3.5 TBD Protect in place
3 Siberian elm 10 fair 1.5 TBD Protect in place
4 Siberian elm 11 fair minus 1.5 TBD Protect in place
5 Siberian elm 10 fair minus 1.5 TBD Protect in place
6 Cottonwood 19 fair 2.0 TBD Remove
7 Cottonwood 3 9 - 10 fair 1.5 TBD Remove
8 Cottonwood 7 10 - 17 fair 3.0 TBD Remove
9 Plum stand 50 x 25'good TBD Preserve in place
10 Cottonwood 65 fair minus 3.5 TBD
Remove (see hazard tree
assessment)
11 Cottonwood 5 8 - 19 fair 3.5 TBD Protect in place
12 Cottonwood 6 5 - 17 fair 3.0 TBD Protect in place
13 Cottonwood 8 7 - 18 fair 4.0 TBD Protect in place
14 Cottonwood 55 fair 3.5 TBD Remove
15 Cottonwood 51 fair minus 4.0 TBD Remove
16 Cottonwood multi fair plus 1.0 TBD Remove
17 Cottonwood multi fair plus 1.0 TBD Remove
18 Cottonwood multi fair plus 1.0 TBD Remove
19 Cottonwood multi fair plus 1.0 TBD Remove
20 Cottonwood multi fair plus 1.0 TBD Remove
21 Cottonwood multi fair plus 1.0 TBD Remove
22 Cottonwood 10 fair plus 1.5 TBD Protect in place
23 Siberian elm 16 fair minus 1.5 TBD Protect in place
24 Siberian elm 8 poor 1.0 TBD Protect in place
25 Siberian elm 9 fair minus 1.0 TBD Protect in place
26 Siberian elm 9 fair 1.5 TBD Protect in place
27 Siberian elm 9 fair 1.0 TBD Protect in place
28 Siberian elm 19 fair plus 2.0 TBD Protect in place
29 Willow 2 stem 26, 38 fair minus 3.5 TBD Protect in place
30 Willow 36 fair minus 3.5 TBD Protect in place
31 Willow 50 fair 4.0 TBD Protect in place
32 Willow 28 stem 3-22 fair 4.0 TBD Protect in place
33 Cottonwood 2 stem 50 ...4.0 TBD Risk assessment pending
34 Willow 10 stem ...fair minus 2.0 TBD Protect in place
35 Siberian Elm 30 poor -Dead
36 Willow 6 stem 8-16 fair 2.5 TBD Protect in place
37 Willow 9 stem 6-18 fair minus 3.0 TBD Protect in place
38 Willow 20 stem 12-24 fair minus 5.0 TBD Shown as single large symbol
EXISTING TREE INVENTORY
TYPE QTY REQUIRED MITIGATION TREES
PROTECT IN PLACE 25
REMOVE 13 24
TOTAL 38 24
TREE MITIGATION SUMMARY
1.EXISTING TREES OF BOTH FORESTRY AND HABITAT
VALUE ARE INCLUDED ON THE SITE.
2.TREES AND VEGETATION ALONG NORTH POND EDGE
ARE NOT SURVEYED AND LOCATIONS SHOWN ARE
APPROXIMATE.
3.FINAL MITIGATION TREES TO BE DECIDED AT TIME OF
FINAL SUBMITTAL AND SIZED PER CITY FORESTER
AND ENVIRONMENTAL PLANNING.
4.NO TREES SHALL BE REMOVED DURING THE
SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY
31) WITHOUT FIRST HAVING A PROFESSIONAL
ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A
NESTING SURVEY TO IDENTIFY ANY
ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE
SURVEY SHALL BE SENT TO THE CITY
ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE
FOUND, THE CITY WILL COORDINATE WITH RELEVANT
STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS
ON TREE REMOVAL AND CONSTRUCTION APPLY
TREE MITIGATION LEGEND NOTES
NORTH SITE
MIDDLE SITE
SOUTH SITE
CITY OF GREELEY
HIGH WATER USE
MEDIUM WATER USE
LOW WATER USE
WATER USE TABLE
HYDROZONE AREA(SQ.)WATER NEEDED
(GALLONS/SF/SEASON)
ANNUAL WATER USE
(GALLONS)
LOW WATER USE 442,533 SF 3 1,327,599
MEDIUM WATER USE 69,690 SF 10 696,900
HIGH WATER USE 247,328 SF 19 4,699,232
TOTAL 759,551 SF AVG 10.5 6,723,731 (UNPLATTED)OWNER: WHITHAM FARMS LLCREC. NO. 20010120159(UNPLATTED)OWNER: WHITHAM FARMS LLCREC. NO. 2001012015916''SS21''SS27''SSHYDROZONE
PLAN
LP004
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
LEGEND
KEY
0 12060 240
SCALE 1" = 120'
NO WATER/
IRRIGATION
USE ZONE
NO WATER/
IRRIGATION
USE ZONE
NO WATER/
IRRIGATION
USE ZONE
NO WATER/
IRRIGATION
USE ZONE
NO WATER/
IRRIGATION
USE ZONE
NO WATER/
IRRIGATION
USE ZONE
NO WATER/
IRRIGATION
USE ZONE
NOTE: AREAS INDICATED AS FUTURE DEVELOPMENT PARCELS TO BE SEEDED FOR
EROSION CONTROL ONLY IN FILING ONE. NO IRRIGATION OR WATER REQUIREMENTS
EXISTS IN THESE AREAS.NORTH
NORTH
NORTHNO WATER/
IRRIGATION
USE ZONE
NO WATER/
IRRIGATION
USE ZONE
MATCHLINE C
C
B
A
MATCHLINE A
MATCHLINE B
MATCHLINE A
MATCHLINE B
MATCHLINE B
MATCHLINE CMATCHLINE BSECTION A
SECTION B
SECTION C
CITY OF GREELEY
(5) SC ST
(3) EN PE
(1) AC MI
(3) AS TU
(3) ER SU
(1) SO GI
(2) CA BM
(3) FE EB
(3) GE TR
(2) PI DW
(3) SC ST
(5) ER SU
(1) DA BU
(1) CA IN
(3) AS TU
(2) SO GI
(3) SA MN
(3) EC PU
(4) LI BL
(3) SO NU (5) SA MN
(3) EC PU
(2) CA IN
(1) LI PU
(3) FE EB
(2) CA IN
(3) SC ST
(3) GA AR
(1) EU MA
(3) AS RU
(3) AL CE
(3) AG SI
(3) AN EU
(3) PE PP
(6) AL CE
(5) SA MN
(6) AN EU
(5) AN WI
(5) EN PE
(3) AS TU
(3) AS RU
(1) SO GI
(1) CA IN
(2) CA IN
(2) GA AR
(2) CA BM
(3) EC PU
(3) AS RU
(2) NE LT
(2) ZA OC (2) SA AJ
(3) AL MG
(3) SC ST
DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME ROOT SIZE
CA BM CARYOPTERIS X CLANDONENSIS 'BLUE MIST'BLUE MIST BLUEBEARD CONT.#5
EVERGREEN SHRUBS BOTANICAL NAME COMMON NAME ROOT SIZE
DA BU DAPHNE X BURKWOODII 'CAROL MACKIE'CAROL MACKIE DAPHNE CONT.#5
PI DW PINUS EDULIS DWARF PINON PINE CONT.#5
ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME ROOT SIZE
AN WI ANDROPOGON GERARDII `WINDWALKER`WINDWALKER BIG BLUESTEM CONT.#1
FE EB HELICTORICHON SEMPERVIRENS BLUE OAT GRASS CONT.#1
SC ST SCHIZACHYRIUM SCOPARIUM `STANDING OVATION`STANDING OVATION BLUESTEM GRASS CONT.#1
SO NU SORGHASTRUM NUTANS INDIAN GRASS CONT.#1
PERENNIALS BOTANICAL NAME COMMON NAME ROOT SIZE
AC MI ACHILLEA 'MOONSHINE'MOONSHINE YARROW CONT.#1
AG SI AGASTACHE CANA `SINNING` TM SONORAN SUNSET HUMMINGBIRD MINT CONT.#1
AL CE ALLIUM CERNUUM NODDING ONION CONT.#1
AL MG ALYSSUM MONTANUM “MOUNTAIN GOLD”CREEPING BASKET OF GOLD CONT.#1
AN EU ANEMONE PULSATILLA PASQUEFLOWER CONT.#1
AS RU ASCLEPIAS SPECIOSA SHOWY MILKWEED CONT.#1
AS TU ASCLIPIAS TUBEROSA BUTTERFLYWEED CONT.#1
CA IN CALLIRHOE INVOLUCRATA PURPLE POPPYMALLOW CONT.#1
EC PU ECHINACEA PURPUREA PURPLE CONEFLOWER CONT.#1
EN PE ENGELMANNIA PERISTENIA ENGELMANN'S DAISY CONT.#1
ER SU ERIOGONUM UMBELLATUM SULFURFLOWER BUCKWHEAT CONT.#1
EU MA EUTROCHIUM MACULATUM SPOTTED JOE PYE WEED CONT.#1
GA AR GAILLARDIA ARISTATA NATIVE BLANKET FLOWER CONT.#1
GE TR GEUM TRIFLORUM PRAIRIE SMOKE CONT.#1
LI PU LIATRIS PUNCTATA DOTTED GAYFEATHER CONT.#1
LI BL LINUM LEWISII 'BLUE FLAX'BLUE FLAX CONT.#1
NE LT NEPETA PSFIKE 'LITTLE TRUDY'LITTLE TRUDY CATMINT CONT.#1
PE PP PENSTEMON MEXICALI `PIKE`S PEAK PURPLE`PIKES PEAK PURPLE PENSTEMON CONT.#1
SA MN SALVIA X SYLVESTRIS `MAY NIGHT`MAY NIGHT SALVIA CONT.#1
SA AJ SEDUM SPECTABILE ‘AUTUMN JOY’AUTUMN JOY SEDUM CONT.#1
SO GI SOLIDAGO GIGANTEA GIANT GOLDENROD CONT.#1
ZA OC ZAUSCHNERIA GARRETTII ORANGE CARPET CREEPING HUMMINGBIRD TRUMPET ORANGE CARP CONT.#1
NATIVE
N
N
N
Y
N
Y
Y
N
N
Y
N
Y
Y
Y
Y
Y
Y
N
Y
Y
Y
Y
Y
N
Y
N
N
Y
N
NATIVE
NATIVE
NATIVE
POLLINATOR
INFORMATION
LP005
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
0 10050 200
SCALE 1" = 100'NORTH
POLLINATOR NODE TYPICAL EXAMPLES
POLLINATOR PLANT SCHEDULE
FULL SEASON PLANTING SPRING SUMMER
FALL
NOTE: SCHEDULE PROVIDED IS NOT ALL-ENCOMPASSING. ADDITIONAL POLLINATOR SPECIES CAN BE ADDED AS NEEDED TO SUPPORT DIVERSITY WITHIN
BLOOM AND INDIVIDUAL FILINGS.
NOTE: NODE EXAMPLES ARE PROVIDED FOR REFERENCE ONLY AND ARE NOT ALL-ENCOMPASSING. ADDITIONAL POLLINATOR SPECIES CAN BE ADDED AS NEEDED TO
SUPPORT DIVERSITY WITHIN THE OVERALL COMMUNITY AND WITHIN INDIVIDUAL FILINGS TO SUPPORT VARIATION IN BLOOM COLOR AND BLOOM TIME.
THE OVERALL POLLINATOR CONCEPT WITHIN BLOOM FILING ONE IS TO ESTABLISH A FRAMEWORK FOR A WELL-CONNECTED POLLINATOR NETWORK WITHIN FILING ONE
AND SUBSEQUENT FUTURE FILINGS. THE POLLINATOR NETWORK WILL SUPPORT THE CITY'S LARGER GOAL OF UTILIZING THE COOPER SLOUGH AS A NORTH-SOUTH
POLLINATOR CORRIDOR WITHIN NORTHEAST FORT COLLINS. A SERIES OF INTERNAL CORRIDORS WILL RUN BOTH NORTH-SOUTH AND EAST-WEST WITHIN BLOOM TO
CONNECT POLLINATORS THROUGHOUT BLOOM AND TO THE COOPER SLOUGH. A FLEXIBLE SYSTEM OF POLLINATOR NODES WILL BE INTEGRATED THROUGHOUT
DEVELOPED URBANIZED AREAS AND OPEN SPACE. PEDESTRIANS WILL BE ABLE TO LEARN ABOUT AND EXPERIENCE POLLINATORS AS THEY USE BLOOM'S INTERNAL
TRAIL SYSTEM AND SIDEWALKS. POLLINATOR NODES WILL ALSO SUPPORT AN ENHANCED LANDSCAPE AESTHETIC THROUGHOUT BLOOM, PROVIDING SEASONAL
COLOR AND INTEREST WHILE PROVIDING POLLINATOR HABITAT. THE AVERAGE FORAGING DISTANCE FOR NATIVE POLLINATORS RANGES FROM APPROXIMATELY 50
FEET TO ½ MILE. THE OPTIMAL FORAGING DISTANCE FOR NONNATIVE POLLINATORS, SUCH AS THE EUROPEAN HONEY BEE, IS APPROXIMATELY ONE MILE OR LESS
FROM THE COLONY. THE PROPOSED CONCEPT PLAN AND NODE LOCATIONS SUPPORT A DIVERSE VARIETY OF POLLINATORS.
PRIMARY POLLINATOR CORRIDOR:
·NODES OF AT LEAST 100 SQUARE FEET EACH SHALL BE PROVIDED AT INTERVALS OF 100 LINEAR FEET MAXIMUM.
SECONDARY POLLINATOR CORRIDOR:
·NODES OF AT LEAST 50 SQUARE FEET EACH SHALL BE PROVIDED AT INTERVALS OF 400 LINEAR FEET MAXIMUM.
PRIMARY POLLINATOR NODE:
·NODES SHALL INCLUDE AT LEAST 2 SPECIES THAT BLOOM THROUGHOUT THE GROWING SEASON OR AT LEAST ONE SPECIES EACH BLOOMING IN SPRING,
SUMMER AND FALL.
SECONDARY POLLINATOR NODE:
·NODES SHALL INCLUDE AT LEAST 1 SPECIES THAT BLOOMS THROUGHOUT THE GROWING SEASON OR AT LEAST TWO SPECIES BLOOMING IN DIFFERENT
SEASONS.
OVERALL POLLINATOR CONCEPT NARRATIVE
THERE ARE A VARIETY OF RESOURCES PROVIDING USEFUL INFORMATION ON
THE ESTABLISHMENT OF POLLINATOR HABITAT AND CORRIDORS. FOLLOWING
BEST PRACTICES AS PRESCRIBED BY THESE RESOURCES IS RECOMMENDED TO
MAXIMIZE THE VALUE OF POLLINATOR PLANTINGS.
·XERCES SOCIETY FOR INVERTEBRATE CONSERVATION www.xerces.org
·POLLINATOR PARTNERSHIP www.pollinator.org
·CITY OF FORT COLLINS NATURAL AREAS www.fcgov.com/naturalareas/
·CITY OF FORT COLLINS NATURE IN THE CITY www. fcgov.com/natureinthecity/
·PLANT SELECT www.plantselect.org
ADDITIONAL POLLINATOR RESOURCES
NODES SHOULD INCLUDE A COMBINATION OF BLOOM TIME, COLOR AND PLANT SPECIES TO SUPPORT A DIVERSE GROUP OF POLLINATORS. NODES CAN ALSO BE
GROUPED TO SUPPORT A SPECIFIC LANDSCAPE AESTHETIC BASED ON COLOR PALETTE, HEIGHT AND SCALE. TYPICAL SUGGESTED MASSING CAN BE USED AS A
SINGLE ELEMENT FOR SECONDARY NODE OR EXPANDED AND COMBINED TO CREATE A LARGER PRIMARY NODE OR LANDSCAPE FOCAL POINT. NODES SHALL HAVE A
MINIMUM OF ONE NATIVE SPECIES IN EACH GROUPING.
POLLINATOR LOCATION DIAGRAM
THE LOCATION DIAGRAM BELOW PROVIDES A HIERARCHY OF CORRIDORS AND NODES WITHIN BLOOM. LINEAR NORTH-SOUTH AND EAST-WEST CORRIDORS WITH NODES SPACED AT VARIED
DISTANCES WILL SUPPORT POLLINATOR CONNECTIVITY THROUGHOUT THE BLOOM COMMUNITY. FUTURE OFF-SITE OPPORTUNITIES TO EXPAND REGIONAL CONNECTIVITY SOUTH TO THE
CACHE LA POUDRE RIVER SHOULD BE EXPLORED AS OPPORTUNITIES ARISE ON PUBLIC OR PRIVATE LAND.
CITY OF GREELEY
POLLINATOR PLANTING GENERAL NOTES:
1.FOR INSTALLATION AND MAINTENANCE OF OTHER LANDSCAPE
PLANTINGS AND MATERIALS SEE GENERAL NOTES ON SHEET LP001.
2.SAME WARRANTY AND REPLACEMENT APPLIES TO POLLINATORS AS
NOTED ON SHEET LP001.
3.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE DURING INITIAL
WARRANTY PERIOD AND SHALL FOLLOW RECOMENDATIONS INCLUDED
HERE FOR INITIAL ESTABLISHMENT.
4.CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECT AND
OWNER TO CONFIRM WHICH SITE AREAS AND PLANTINGS ARE TO BE
MAINTAINED SPECIFICALLY FOR ESTABLISHMENT OF POLLINATOR NODES
AND CORRIDORS.
5.CONTRACTOR TO REVIEW ESTABLISHMENT AND MAINTENANCE
RESOURCE DOCUMENTS LISTED ON THIS SHEET PRIOR TO COMPLETING
INITIAL INSTALLATION.
6.ON-GOING MAINTENANCE AFTER WARRANTY PERIOD TO BE COMPLETED
BY METRO-DISTRICT AND SHALL FOLLOW LONG TERM MAINTENANCE
PRACTICES TO MAINTAIN DIVERSITY OF POLLINATOR HABITAT AS
IDENTIFIED IN THIS PLAN AND THE BLOOM DESIGN GUIDELINES.
ON-GOING MAINTENANCE SHALL INCLUDE COMPLETION OF MONITORING
AND EVALUATION LOGS.
7.MAINTENANCE PRACTICES SHALL BE CONDUCTED TO SUCCESSFULLY
ESTABLISH PLANTINGS, CREATE YEAR-ROUND HABITAT AND PROMOTE
DIVERSITY. PROVIDING NESTING AND OVERWINTERING HABITAT IS A
CRITICAL COMPONENT TO ESTABLISHING SUCCESSFUL POPULATIONS OF
POLLINATORS. A SUCCESSFULLY MANAGED POLLINATOR PROGRAM CAN
ALSO BENEFIT SONGBIRDS AND A BALANCED URBAN ECOSYSTEM.
BLOOM AND THE METRO POLLINATOR DISTRICT TO COORDINATION ON
MAINTENANCE PRACTICE. THESE DOCUMENTS CREATED BY THE XERCES
SOCIETY PROVIDE DIRECTION ON THE SUCCESSFUL ESTABLISHMENT,
MAINTENANCE AND MONITORING OF POLLINATOR HABITAT:
https://xerces.org/publications/fact-sheets/nesting-overwintering-habitat
https://xerces.org/publications/guidelines/maintaining-diverse-stands-of-wildflowers
-planted-pollinators
8.RECOMMENDED POLLINATOR MAINTENANCE PRACTICES:
8.1.DO NOT USE CHEMICAL FERTILIZERS, HERBICIDES OR
INSECTICIDES.
8.2.DO NOT USE WEED-BARRIER FABRIC IN AREAS APPROVED BY
OWNER.
8.3.DO NOT TRIM PERENNIALS OR GRASSES EARLIER THAN MID-APRIL.
8.4.TRIM STEMS OF PERENNIALS TO A HEIGHT OF 6-8" AND LEAVE IN
PLACE UNTIL THE NEXT GROWING SEASON.
8.5.LEAVE SMALL BUNCHES OF CUT STEMS WITHIN POLLINATOR BEDS
AFTER TRIMMING. STEMS TO BE PLACED TOWARD THE BACK OF
THE PLANTING BED OR DISPERSED IN BETWEEN PLANTINGS.
8.6.LEAVE ANY FALLEN LEAVES WITHIN POLLINATOR BEDS THROUGH
THE NEXT GROWING SEASON. COLLECTED LEAVES CAN ALSO BE
PLACED IN SMALL PILES IN DESIGNATED BLOOM OPEN SPACE
AREAS TO PROVIDE ADDITIONAL OVER-WINTERING HABITAT.
8.7.FOR SPECIFIC RECOMMENDATIONS ON BEST PRACTICES AND
REQUIREMENTS FOR ON-GOING MAINTENANCE SEE THE BLOOM
DESIGN GUIDELINES AND THESE REFERENCE DOCUMENTS:
https://xerces.org/publications/fact-sheets/nesting-overwintering-habitat
https://xerces.org/publications/guidelines/maintaining-diverse-stands-of-
wildflowers-planted-pollinators
85'
150'
165'
105'
MINOR POLLINATOR NODE
MAJOR POLLINATOR NODE
MAJOR POLLINATOR CORRIDOR
MINOR POLLINATOR CORRIDOR
POLLINATOR
NODE MAP
LP006
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
0 10050 200
SCALE 1" = 100'NORTH
POLLINATOR LOCATION MAP
SEE DETAILED LANDSCAPE PLANS FOR PLANT SPECIES.
LEGEND
CITY OF GREELEY
MODULARHOME
(UNPLATTED)OWNER: WHITHAM FARMS
L
L
CREC. NO. 20010120159
(UNPLATTED)OWNER: WHITHAM FARMS
L
L
CREC. NO. 20010120159 COOPER SLOUGH 300' BUFFERNHBZ BUFFER
UPLAND MIX
DETENTION
MIX
PARKLAND STREET
INTERNATIONAL BOULEVARD
SYKES DRIVE
EAST MULBERRY STREET GREENFIELDS DRIVEBARNSTORMER ST.
VINE DRIVE PROPERTY BOUNDARY
G
R
E
A
T
W
E
S
T
E
R
N
R
A
I
L
RO
A
D
CONQUEST STREET
FUTURE DEVELOPMENT PARCEL.
OVERLOT GRADING AND EROSION
CONTROL SEEDING ONLY IN
FILING ONE NO ROADWAYS OR
SIDEWALKS TO BE CONSTRUCTED
NORTH OF THE GREAT WESTERN
RAILROAD IN FILING ONE
FUTURE DEVELOPMENT
PARCEL. OVERLOT GRADING
AND EROSION CONTROL
SEEDING ONLY IN FILING
ONE
FUTURE DEVELOPMENT
PARCEL. OVERLOT GRADING
AND EROSION CONTROL
SEEDING ONLY IN FILING ONE
EXISTING MOSAIC
NEIGHBORHOOD
FUTURE DEVELOPMENT PARCEL.
OVERLOT GRADING AND EROSION
CONTROL SEEDING ONLY IN
FILING ONE NO ROADWAYS OR
SIDEWALKS TO BE CONSTRUCTED
NORTH OF THE GREAT WESTERN
RAILROAD IN FILING ONE
DETENTION/IRRIGATION POND TO
BE CONSTRUCTED IN FILING ONE.
SEE ENLARGED PLANS
FUTURE
DEVELOPMENT
PARCEL. OVERLOT
GRADING ONLY IN
THIS AREA IN
FILING ONE.
FUTURE
DEVELOPMENT
PARCEL.
OVERLOT
GRADING ONLY IN
THIS AREA IN
FILING ONE.
DETENTION/IRRIGATION POND TO
BE CONSTRUCTED IN FILING ONE.
SEE ENLARGED PLANS.
PUBLIC ACCESS AND TRAIL
EASEMENT (FUTURE REGIONAL
TRAIL)
FUTURE DEVELOPMENT
PARCEL. OVERLOT
GRADING ONLY IN THIS
AREA IN FILING ONE.
FUTURE DEVELOPMENT
PARCEL. OVERLOT
GRADING ONLY IN THIS
AREA IN FILING ONE.
FUTURE DEVELOPMENT
PARCEL. OVERLOT GRADING
AND EROSION CONTROL
SEEDING ONLY IN FILING ONE
FUTURE DEVELOPMENT
PARCEL. OVERLOT GRADING
AND EROSION CONTROL
SEEDING ONLY IN FILING ONE
FUTURE DEVELOPMENT
PARCEL. OVERLOT GRADING
AND EROSION CONTROL
SEEDING ONLY IN FILING ONE
PUBLIC ACCESS AND TRAIL
EASEMENT (FUTURE REGIONAL
TRAIL)
EXISTING MOSAIC
NEIGHBORHOOD
EXISTING MOSAIC
NEIGHBORHOOD
DETENTION POND TO BE
CONSTRUCTED IN FILING
ONE. SEE ENLARGED
PLANS.
CONSTRUCT CURB AND GUTTER
ONLY. TREE LAWN AND
SIDEWALK TO BE CONSTRUCTED
IN FUTURE FILINGS AS PART OF
FUTURE SITE PLANS
CONSTRUCT CURB AND GUTTER
ONLY. PARKWAY AND SIDEWALK
TO BE CONSTRUCTED IN FUTURE
FILINGS AS PART OF FUTURE
SITE PLANS
BIPLANE STREET
COLEMAN STREET
COMET STREET
RELIANT STREET
CONSTRUCT CURB AND GUTTER
ONLY. PARKWAY AND SIDEWALK
TO BE CONSTRUCTED IN FUTURE
FILINGS AS PART OF FUTURE
SITE PLANS
TRACT B
TRACT C
TRACT E
TRACT F
TRACT AA
TRACT DDTRACT CC
TRACT FF
TRACT EE
TRACT BB
TRACT D
TRACT GG
TRACT II TRACT HH
CONSTRUCT CURB,
GUTTER AND
SIDEWALK. PARKWAY
TO BE CONSTRUCTED
IN FUTURE FILINGS WHISPERWIND LANETOURMALINE PLACE
ARIA WAY
ARIA WAYROSELLYN STREETFLOURISH LANEFLOODWAY
100 YEAR FLOODPLAIN
FLOODWAY
100 YEAR FLOODPLAIN COOPER SLOUGH 300' BUFFERDETENTION POND TO BE
CONSTRUCTED IN FILING
ONE. SEE ENLARGED
PLANS.
CONSTRUCT CURB,
GUTTER AND
SIDEWALK. PARKWAY
TO BE CONSTRUCTED
IN FUTURE FILINGS
CRUSADER STREET
NATIVE PRAIRIE MIX
NHBZ BUFFER UPLAND MIX
EROSION CONTROL SEED MIX
SOD
DETENTION MIX
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
SEEDING
PLAN
LP100
NORTH
0 250125 500
SCALE 1" = 250'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER
BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN
ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE
SIDEWALK AND CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION
AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS
CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY
ALSO RESULT IN REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
SEE SHEETS LP101-LP114 FOR
DETAILED TREE AND SHRUB PLANTING
IN DEVELOPED AREAS
LEGEND
LP101
LP102
LP103
LP104
LP105
LP106
LP107
LP108
LP109
LP110
LP111
LP112
LP113
LP112
LP114 LP115
PROPERTY LINE
FUTURE MODIFICATIONS TO
SEED MIX TO MEET FUTURE
WATER CONDITIONS
CITY OF GREELEY
ALL LANDSCAPE WITHIN THESE
MEDIANS AND ROUNDABOUT
TO BE TURNED OVER TO FORT
COLLINS PARKS DEPARTMENT.
SEE SHEETS LP112, LP 114,
LP115. SEE ENLARGEMENTS
LP412 AND LP413 FOR
PLANTINGS.
LAKE CANAL 50' NATURAL
HABITAT BUFFER ZONE (NHBZ)
XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
MITIGATION TREE
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
M
W
W
W
W
WG
G
G
GGGGG
WW
S
G
G
G GGGGWWS
S
S
S
S
SWWSSSS
SS
W
W
S
S
S
S
S
W
W
V
A
U
L
T
VAULT
VAULT12''W
8''SS
X
X
X
X
LP501
1 TREE
PLANTING
LP501
3 TREE
PROTECTION
LP501
2
SPADE
CUT
EDGE
LP501
5SHRUB
PLANTING
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITIONG
R
E
A
T
W
E
S
T
E
R
N
R
A
I
L
R
O
A
D
M
M
M
M M
M M
M
M
M
M
TRAIL
(SEE CIVIL)
SIDEWALK (SEE CIVIL)
TRAIL
(SEE CIVIL)
RAILROAD
SEPARATION FENCE
LOCATED ON TOP OF
PROPERTY LINE,
SHOWN W/ OFFSET
FOR VISUAL
LEGIBILITY)
(5) CO AC
(3) RI AU
(2) AM UT
(2) AM UT
(3) RI AU
(2) CY SG
(3) AS TU
(2) SO GI
(2) AM UT
(3) RI CE
(3) CA BM
(3) CO AC
(3) AM UT
(3) RI AU
(2) CO AC
(3) RI AU
(5) SC SO
(5) EN PE
(3) AS TU
(2) CL SE
(1) AS RU
(1) CA IN
(1) SO GI
(3) HE SE
(2) NE PS
(4) HE SE
(3) AG SI
(3) GE TR
(2) PI DW
(2) CA BM
(3) HE SE
(2) PI DW
(2) CA BM
(3) GE TR
(2) NE PS
(4) AG SI
(3) SA MN
(3) AN EU
(3) EC PU
(4) LI BL
(3) PE PK
(3) SO NU
(6) CL SE
(2) SO GI
(5) SC SO
(3) AS TU
(2) ER SU(2) CA IN
(2) AR TR
(3) AR TR
(3) AR TR
(2) FA PA
(2) FA PA
(3) AS TU
(2) CL SE
(3) AM CA
(3) AM CA
(5) AM CA
(3) AM CA
(1) PI NI
(2) PO AC
(2) PO AC
(1) PI NI
(3) AC SE
(2) JU MO
(2) JU MO
(2) PI PO
(1) JU MO
(2) TI RE
(3) TI RE
(3) UL MO
(2) CR IN
(2) QU BU
(1) CO CO
(3) PL AC
(3) PL AC
(2) PI DE
(1) UL MO
(2) QU BU
(4) SA MN
(3) SC SO
(4) ER SU
(3) AS TU
(1) DA BU
(1) CA IN
(2) SO GI
(2) PI DW
(2) NE PS
(5) HE SE
(5) GE TR
(1) CA BM
(8) EN PE (2) CL SE
(3) AS RU
(2) SO GI
(1) CA IN
(1) AC MI
(4) ER SU
(5) SC SO
(3) SC SO
(1) DA BU
(1) CA IN
(5) ER SU
(5) SC SO
(3) EN PE
(1) AC MI
(4) ER SU
(1) SO GI
(1) CA IN
(5) EN PE
(2) CL SE
(3) AS TU
(3) AS RU
(1) SO GI
(2) SO GI
(12) PI DW
(2) EU PU
(36) HE SE
(15) SC SO
(17) GA AR
(8) AS RU
(13) AG SI
(13) NE PS
(4) LI PU
(3) TI GR
(3) LI TU
(2) CO CO
(2) AC MO
(2) PL AC
(1) PL AC
(1) AC GR
(2) AC GR
(3) MA RA
PUBLIC ACCESSAND TRAILEASEMENT
(FUTUREREGIONAL TRAIL)
EXISTING 20' PERMANENT
EASEMENT
EXISTING 20' PERMANENT
EASEMENT
BARNSTORMER STREET
VINE DRIVE
EXISTING MOSAIC
NEIGHBORHOOD
PEDESTRIAN
CONNECTION
TO MOSAIC
PROP
E
R
T
Y
L
I
N
E
ARIA
W
A
YWHISPERWIND LANEG
R
E
A
T
W
E
S
T
E
R
N
R
A
I
L
R
O
A
D
LP501
6 RAILROAD
SEPARATION
FENCE
RAILROAD SEPARATION
FENCE. TO BE INSTALLED
ON PROPERTY BOUNDARY.
OFFSET SHOWN FOR
GRAPHIC CLARITY ONLY.
EXISTING TREES TO REMAIN
MATCH LINE
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
LANDSCAPE
PLAN
LP101
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
LEGEND
KEY
101
102
104
106
110
112
103
105
107
109
111
113
112
114
MATCH LINE 102 MATCH LINE 103115
108
W
S S
S
SSSSSSS
S
S
S
WW W W W W
W
W WW
W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
G G G G G G GGGGGW
S
S
S
W
W
WWG
G G G G
G G
G
G
G
G
G
G
G
G G
G G
GGGG G G G G G
GGGGGGGGGGGGGGS SSS WWS
S
W
W
S
S
S
S
S
S
S
S
S
S WWWWWWWWS
S
S
S
S
S
S
S
SS
W W
S S
S S
S S
S
S
W
W
W
W
W
S S
S
S
G
G
G
S
S
V
AU
L
T
VAULT
VAULTVAULTVAULT
VAULT
VAULT(UNPLATTED)OWNER: WHITHAM FARMS LLCREC. NO. 20010120159WHISPERWIND LANEX
LP501
1 TREE
PLANTING
PLANTING
LP501
2 SPADE
CUT
EDGE
LP501
5 SHRUB
PLANTING
SEE MOSAIC EAST RIDGE
SECOND FILING LANDSCAPE
ENLARGEMENT
AMENDMENT PLAN
SIDEWALK
(SEE CIVIL)
SIDEWALK
(SEE CIVIL)
TRAIL
(SEE CIVIL)
(5) NE PS
(5) SC SO
(3) EN PE
(1) AC MI
(1) SO GI
(4) ER SU
(4) CL SE
(3) AM CA
(4) CA BM
(1) PI NI
(2) PO AC
(1) TI GR
(1) CE CA
(1) TI GR
(3) CR IN
(1) PO AC
(1) PI ED
(2) GY ES
(2) CE OC
(3) AE GL
(3) CE OC
(3) PO AC
(2) KO PA
(2) QU BU
(2) GY ES
(2) QU GA
(1) QU BU
(2) TI GR
(2) TI GR
(3) TI GR
(2) UL MO
(1) UL MO
(1) QU MU
(1) CO CO
(1) CO CO
(1) CO CO
(3) CE OC
(3) QU MU
(1) TI RE
(2) GY ES
(2) TI GR
(1) GY ES
(2) QU BU
(2) UL MO
(1) QU BU
(2) AL TE
(2) PI BA
(2) QU MU
(1) CO CO
(3) TI RE
(2) AE GL
(3) KO PA
(2) KO PA
(4) LI BL
(3) SO NU
(3) PE PK
(3) AN EU
(3) EC PU
(3) SA MN
(3) SO NU
(4) LI BL
(3) EC PU
(3) SA MN
(3) AN EU
(3) PE PK
(5) ER SU
(3) AS TU
(2) SO GI
(1) CA IN
(1) DA BU
(3) SC SO
(4) SA MN
(3) HE SE
(2) CA IN
(3) LI PU
(3) EC PU
(4) PI DW
(8) HE SE
(4) SA MN
(3) HE SE
(3) LI PU
(3) EC PU
(2) CA IN
(5) SC SO
(3) AS TU
(1) SO GI
(1) AC MI
(3) EN PE
(3) ER SU
(2) NE PS
(2) CA IN
(3) SC SO
(1) EU PU
(3) GA AR
(3) AS RU
(3) AL CE
(12) AN EU
(10) SA MN
(6) AN WI
(6) LI PU
(12) AL CE
(1) CA IN
(2) CA BM
(2) GA AR
(3) AS RU
(2) CL SE
(3) EC PU
(2) GY ES
(1) TI GR
(1) CO CO
(2) AC GR
(2) AC GR
(1) MA RD
(3) AC GM
(1) AC GM
(1) AC MO
(3) CA SP
(1) CA SP
(1) AC GR
(3) AC MO
(2) AC GR
(7) GE TR
(2) KO PA
(2) AC GR
EXISTING 20' PERMANENT
EASEMENT
38' TEMPORARY
CONSTRUCTION
& GRADING EASEMENT
EXISTING 20' PERMANENT
EASEMENT WHISPERWIND LANEPARKLAND STREET
EXISTING MOSAIC
NEIGHBORHOOD
PEDESTRIAN
CONNECTION
TO MOSAIC PROPERTY LINETOURMALINE PLACE
ARIA WAYAR
I
A
W
A
Y
XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
MITIGATION TREE
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
M
MATCH LINE
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
LANDSCAPE
PLAN
LP102
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114
MATCH LINE 104
MATCH LINE 101
MATCH LINE 103LEGEND
115
S
W
W
W
W
W WGGGG S
S
S SS
W
W
WWWW
W
GG G G G
G
G
G G
S
S
WWS
SS
S
S
GGVAULTVAULT
9
6
8
7
AMERICAN
PLUM STAND
X
X
X
XX
X
XXXXXLP501
1TREE
PLANTING
LP501
2 SPADE CUT
EDGE
LP501
5 SHRUB
PLANTING
G
R
E
A
T
W
E
S
T
E
R
N
R
A
I
L
R
O
A
D
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
M
M
M
M
SIDEWALK
(SEE CIVIL)
TRAIL
(SEE CIVIL)
RAILROAD
SEPARATION FENCE
LOCATED ON TOP OF
PROPERTY LINE,
SHOWN W/ OFFSET
FOR VISUAL
LEGIBILITY
TRAIL
(3) AR TR
(2) AM UT
(5) RO WO
(3) EU PU
(3) CO AC
(2) SO GI
(3) SA MN
(3) EC PU
(3) AN EU
(3) PE PK
(4) LI BL
(3) SO NU
(7) HE SE
(1) AS RU
(2) CA BM
(2) PI DW
(3) AG SI
(2) PI DW
(2) CA BM
(3) HE SE
(2) NE PS
(3) AG SI
(3) GE TR
(7) NE PS
(4) CA BM
(3) RI CE
(1) PI NI
(2) PI ED
(2) QU MU
(3) TI GR
(1) PI BA
(2) UL MO
(1) QU MU
(3) KO PA
(1) PI BA
(1) GY ES
(3) UL MO (4) GY ES
(3) TI RE
(2) TI RE
(2) PO AC
(2) PI DE
(3) PI DW
(6) HE SE
(3) AG SI
(6) GE TR
(3) AL CE
(3) AS RU
(3) GA AR
(2) CA IN
(3) SC SO
(1) EU PU
(7) SC SO
(3) EU PU
(4) CA IN
(5) GA AR
(3) AL CE
(3) AS RU
(1) CA IN
(5) EN PE
(1) SO GI
(2) CL SE
(3) AS TU
(3) AS RU
(11) HE SE
(2) GE TR
(2) AS RU
(6) AG SI
(4) CA BM
(3) PI DW
(2) QU MU
(2) AC GR
(1) MA RD
(1) KO PA
(1) AC GR
LANDSCAPE WALL
SEE CIVIL PLANS.PUBLIC ACCESSAND TRAILEASEMENT
(FUTUREREGIONAL TRAIL)
G
R
E
A
T
W
E
S
T
E
R
N
R
A
I
L
R
O
A
D
P
RO
P
E
R
T
Y
L
I
N
E
ARIA WAYPARKLAND STREET
LP501
6
RAILROAD
SEPARATION
FENCE
RAILROAD SEPARATION
FENCE. TO BE
INSTALLED ON
PROPERTY BOUNDARY.
OFFSET SHOWN FOR
GRAPHIC CLARITY
ONLY.XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
MITIGATION TREE
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
M
MATCH LINE
LANDSCAPE
PLAN
LP103
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114
MATCH LINE 105MATCH LINE 102LEGEND
115
SS S S
S
S
WWWWWWWW
W
S S S S S S
SS SS SSSSSSS SSSSSSS
W
S
S S S S S S
SSSSSSSW W W W
SSS WWWWSSWWWS S
WWWWS
W WWWW
SSWWWW W WW WWS SSSSS SSS
W W W WWW W W W W SSWWWSWWSWS SSS
WWWWWWWWWWWWSWWWG G G G G GGGGGSS
S
W
W
WWVAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULTVAULT
VAULT
8''SS
12''W
12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SSLP501
1 TREE
PLANTING
LP501
2 SPADE
CUT
EDGE
LP501
5 SHRUB
PLANTING
SIDEWALK
(SEE CIVIL)
TRAIL
(SEE CIVIL)
(3) PO AC
(2) CA SP
(2) CE OC(3) TI GR
(2) TI GR
(3) UL MO
(2) QU MU
(2) UL MO
(2) AE GL
(1) TI GR
(4) TI GR
(3) UL MO (2) GY ES
(3) GY ES
(4) TI RE
(1) MA RD
(1) PI BB
(1) PI BB
(1) PI BB
(2) PI FA
(1) PI BB
(2) PI FA
(1) PI BB
(2) PI FA(1) PI BB
(2) PI FA
(1) PI BB
(1) PI BB
(1) PR VI
(2) CA SP
(2) CA SP
(2) QU MU
(2) CA SP
(2) QU MU
(2) CA SP
(3) QU BU
(2) GY ES
(2) GL SH(2) GL SH
(3) GY ES
(2) UL MO
(2) QU BU
(3) GL SH
(2) PI NS
(2) PI NS
(2) PI NS
(2) PI NS
(2) PL AC
(3) PL AC
(2) QU GA
(3) PO AC
(3) PR VI
(1) MA RA
(1) CE CA
(2) PL AC
(2) AE GL
(2) AC GR
(2) TI GR
(3) CE OC
(2) AC GR
(2) CA IN
(3) SC SO
(3) GA AR
(1) EU PU
(3) AS RU
(3) AL CE
(2) GY ES
(2) GY ES
(2) AC GM
(3) AC MO
(1) AC MO
(2) AM GR
(2) MA RA
SEE ENLARGEMENT
PLANS FOR DETAILED
PLANTINGS
(2) QU MU (2) AC GR
(3) AG SI
(3) AN WI
(4) AC MI
(5) BO BA
(1) AC GM
(4) AC GR
(2) PL AC (5) CA SP
EXISTING
20' PERMANENT
EASEMENT
EASEMENT
EXISTING
20' PERMANENT
EASEMENT
38' TEMPORARY
CONSTRUCTION
& GRADING EASEMENT
ARIA WAYCONQUEST STREET
SYKES DRIVE
COMET STREET
PARKINGPARKING
PARKINGPARKING
GARAGE
GARAGEGARAGE
GARAGE
GARAGEGARAGE
GARAGE GARAGE
ALLEY
ALLEYALLEY ALLEYALLEYALLEYDELOZIER DRIVEEXISTING MOSAIC
NEIGHBORHOOD
PEDESTRIAN
CONNECTION
TO MOSAIC
PROPERTY LINE EXISTING 20'
PIPELINE
EASEMENT
MONUMENT SIGN.
FINAL DESIGN AND
LOCATION TBD.PROPERTY LINE30' UTILITY
EASEMENT XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
MITIGATION TREE
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP104
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF
OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114
MATCH LINE 106
MATCH LINE 102
MATCH LINE 105LEGEND
115
S
S
S
W
W
W GGG G G G G
S
S
WW F
W
FSVAULTVAULT VA
U
L
TXX
X
X
X
X
X PUBLIC ACCESSAND TRAILEASEMENT
(FUTUREREGIONAL TRAIL)LP501
2 SPADE
CUT
EDGE
LP501
5 SHRUB
PLANTING
LP501
1TREE
PLANTING
M
M
M
M
M
M
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
M
M
M
SIDEWALK
(SEE CIVIL)
SIDEWALK
(SEE CIVIL)
10' SIDEWALK
(SEE CIVIL)
SIDEWALK
(SEE CIVIL)
SIDEWALK
(SEE CIVIL)
TRAIL
(SEE CIVIL)
(2) AM UT
(4) FA PA
(2) SO GI
(3) FA PA
(3) SO GI
(2) RI AU(1) CY SG
(5) RI AU
(3) RI CE
(3) CL SE
(1) SO GI
(5) CO AF
(3) PI GY
(6) NA TE
(12) BO BA
(2) AC MI(2) SO GI
(3) SC SO
(3) AS TU
(5) ER SU
(5) ER SU
(2) AS TU
(2) CA IN
(4) SC SO
(2) SO GI
(3) EU PU
(3) CA IN
(3) PI DW
(3) AS RU
(4) GA AR
(3) PI GY
(4) PI DW
(4) CA BM
(8) GE TR
(6) AG SI
(6) NE PS
(6) HE SE
(5) PH DM
(4) AM CA
(3) AM CA
(2) AC SE
(3) PO AC
(3) TI RE
(3) QU MU
(1) PI ED
(3) UL MO
(3) QU MU
(2) PI BA
(3) CE OC
(2) CE OC
(1) JU MO
(1) PI BA
(2) PO AC
(3) CE OC
(4) QU BU
(3) LI TU
(18) SC SO
(5) RI AU
(10) RU FU
(13) NA TE
(16) BO BA
(6) CO AF
(5) SY ME
(7) AC MI
(2) CL SE
(3) EC PU
(3) AS RU
(2) CA BM
(2) GA AR
(1) CA IN
(3) HE SE
(3) LI PU
(3) EC PU
(4) SA MN
(2) CA IN
(3) SC SO
(4) AS TU
(5) ER SU
(2) SO GI
(2) CA IN
(3) SC SO
(1) EU PU
(3) GA AR
(3) AS RU
(3) AL CE
(6) AN EU
(5) SA MN
(3) LI PU
(6) AL CE
(3) AN WI
(2) LI TU
(1) QU MU
(1) PO AC
(2) PO AC
(2) MA RA
(3) AC GM
(2) AC GM
(1) AC MO
(2) AC MO
(3) TI RE
(2) MA RA
(1) AC MO
(2) MA RA
(2) TI RE
(1) MA RA
(3) CR IN
TEMP SEED
(6) AN WI
(10) ER SU
(6) LA WO
(6) HE ST
(6) TU HU
(3) CA IN
(3) GA AR
(3) RH AA
(3) AG SI
(3) AN WI
(4) AC MI
(5) BO BA
(5) AG SI
(3) JU AR
(6) CA IN
(7) RU FU
(5) BO BA
(1) QU BU
(5) NA TE PUBLIC ACCESSAND TRAILEASEMENT(FUTUREREGIONAL TRAIL)ARIA WAYGREENFIELDS DRIVESYKES DRIVE
FUTURE REGIONAL CITY
TRAIL AND UNDERPASS.
SHOWN FOR REFERENCE
ONLY.
FUTURE POOL AMENITY AREA.
POTENTIAL FUTURE AMENITIES
INCLUDE BUT ARE NOT LIMITED
TO: OUTDOOR POOL, CLUBHOUSE,
RESTROOMS/SHOWERS, PARKING
FUTURE EXPANDED PARK AREA.
POTENTIAL FUTURE AMENITIES
INCLUDE BUT ARE NOT LIMITED TO:
PLAYGROUNDS, SPORTS COURTS,
FITNESS STATIONS, PICNIC/SEATING
AREAS, OPEN LAWN, NATURAL
LANDSCAPE, TRAILS, PARKING.
LIMIT OF FILING ONE
PARK IMPROVEMENTS
IRRIGATION PUMP BUILDING
SEE ARCH
PICNIC SHELTER
FINAL POND HIGH
OPERATING LEVEL AND
EDGE CONDITION AT
LANDSCAPE TBD.
IRRIGATION / DETENTION
POND
SIDEWALK; WIDTH VARIES
(SEE CIVIL)
MAILBOX KIOSK
SEE ARCH
P
RO
P
E
R
T
Y
L
I
N
E
LP501
6
RAILROAD
SEPARATION
FENCE
RAILROAD SEPARATION FENCE. TO
BE INSTALLED ON PROPERTY
BOUNDARY. OFFSET SHOWN FOR
GRAPHIC CLARITY ONLY.ARIA WAYALL ROADWAYS AND TRAILS
NORTH OF THIS LIMIT ARE PART
OF FUTURE FILINGS. OVERLOT
GRADING ONLY WILL OCCUR
NORTH OF THIS LIMIT
LIMIT OF ROADWAY AND TRAIL
CONSTRUCTION FOR FILING ONE
CONSTRUCT SIDEWALK
ONLY, CURB AND GUTTER
TO BE CONSTRUCTED IN
FUTURE FILINGS.XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
MITIGATION TREE
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP105
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114
MATCH LINE 107MATCH LINE 104MATCH LINE 103
LEGEND
115
S SSSS
SSSSS SSS S
SSSSSSSS S S S S SWSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSWWWWWWWWSSS
W W W W W W W W WWWWWWWWWWWWWWWWWWS S
VAULT
VAULTVAULTVAULTVAULT
VAULT
VAULT VAULT(UNPLATTED)OWNER: WHITHAM FARMS LLCREC. NO. 200101201598''W
8''W
8''W
12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SSLP501
1TREE
PLANTING
LP501
5SHRUB
PLANTING
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
SIDEWALK
(SEE CIVIL)
TRAIL
(SEE CIVIL)
FUTURE SIDEWALK
CONNECTION. SHOWN
FOR REFERENCE ONLY.
(2) CA SP
(3) AC SE
(3) QU MU
(3) AC SE
(3) QU MU
(2) QU MU
(1) CE OC
(2) CA SP
(3) GY ES
(2) CA SP
(2) AE GL
(3) TI RE
(3) UL MO
(3) GY ES
(2) QU MU
(2) TI RE
(2) CE OC
(3) KO PA
(2) KO PA (4) GL SH
(2) KO PA
(2) CO CO
(2) QU BU
(2) GY ES
(3) QU BU
(3) CO CO
(4) GL SH
(2) KO PA
(1) PI BB
(2) PI FA
(1) PI BB
(2) PI FA
(1) PI BB
(1) PI BB
(1) PI BB
(2) PI FA
(1) PI BB(2) PI FA
(1) PI BB
(1) PI BB
(2) PI NS
(2) PI NS
(2) PI NS
(2) PI NS
(2) CA SP
(2) QU BU
(2) AC GR
(2) PL AC
(2) PL AC
(2) CE OC
(2) AC GR
(2) GY ES
(1) PL AC
(2) KO PA
(2) AC GR
(1) MA RD
(1) UL MO
(4) CE OC
(1) AM CA
(2) KO PA
(5) CA SP
(1) AM CA
(4) MA RD
SEE ENLARGEMENT
PLANS FOR DETAILED
PLANTING
(2) AC GM
(3) AC GM
EXISTING 20'
PIPELINE
EASEMENT
EXISTING 20'
PERMANENT
EASEMENT
EXISTING 20'
PERMANENT
EASEMENT
EXISTING 20'
PERMANENT
EASEMENT
38' TEMPORARY
CONSTRUCTION
& GRADING
EASEMENT
EXISTING
20' PIPELINE
EASEMENT
COMET STREET
ROSELYN STREETSHEET 106
SHEET 108
COMET STREET
PARKING
GARAGE GARAGE GARAGE
GARAGEGARAGEGARAGEGARAGE
GARAGE
PARKING PARKING
PARKING
ALLEY ALLEY
ALLEYALLEYALLEYALLEY
CONSTRUCT CURB,
GUTTER AND SIDEWALK.
PARKWAY TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANSDELOZIER DRIVEBOLLARD TYP.PROPERTY LINEARIA WAYARIA WAYARIA WAYCRUSADER STREET
30' UTILITY
EASEMENT XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP106
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
MATCH LINE 108 MATCH LINE 107MATCH LINE 104
LEGEND
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
S S
S
SSSSSSS S S S
W W W W W WWW
S S SSSSSSSSSSS S S
WWWWWWWWWWWWWWWWWWG
G
WWW F
W
F
SS
WWVAULTVAULTVAULT
VAULTVAULTVAULTSIDEWALK
(SEE CIVIL)
LP501
1TREE
PLANTING
LP501
5 SHRUB
PLANTING
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
(2) PI TA
(2) GY ES
(2) MA RD
(2) TI GR
(1) CE OC
(3) AC SE
(3) QU MU
(2) CA SP
(2) AL TE
(2) PO AC
(3) CA SP
(2) CA SP
(3) CE OC
(2) CE OC
(2) GY ES
(3) GY ES
(2) UL MO
(2) KO PA
(1) KO PA
(2) GL SH
(2) GL SH
(2) PI FA
(1) PI BB
(2) PI FA
(2) KO PA
(2) KO PA
(4) GL SH
(2) PL AC
(2) PL AC
(3) KO PA
(2) KO PA
(4) TI GR
(2) QU MU
(1) PI BB
(2) TI GR
(2) AC GR
(2) AC GR
(2) AC MO
(1) AC MO
(4) CE OC
(1) AM CA
(2) KO PA
(5) CA SP
(1) AM CA
(4) MA RD
(3) CE CA
(7) SY IV
(2) AM CA
(2) PI BB
(1) AL TE
(3) MA RD
(2) PI BB
(1) SY IV
(1) MA RD
(1) PI NS
(2) PI HE
(3) JU SP
SEE ENLARGEMENT
PLANS FOR DETAILED
PLANTINGS FLOURISH LANECOMET STREET
CRUSADER STREET
GARAGE GARAGE
GARAGE GARAGE
PARKING
PARKING
ALLEY
ALLEY ALLEYCONSTRUCT CURB,
GUTTER AND SIDEWALK.
PARKWAY TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANS
BOLLARD TYP.ARIA WAYGREENFIELDS DRIVEXNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP107
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
LEGEND
KEY
MATCH LINE 109MATCH LINE 106MATCH LINE 105
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
21''SS
12''W12''W21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS
2
1
'
'SS
2
1
'
'SS16''SS16''SSLP501
1TREE
PLANTING
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
SIDEWALK
(SEE CIVIL)
FUTURE LANDSCAPE
AND MEDIAN
NATIVE SEED ONLY NO
LANDSCAPE
IRRIGATION
NATIVE SEED
(2) CA SP
(3) QU MU
(3) UL MO
(3) CE OC
(2) PL AC20'
PERMANENT
EASEMENT
CONSTRUCT CURB AND
GUTTER ONLY. PARKWAY
AND SIDEWALK TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANS
TEMPORARY
SIDEWALK, CURB
AND GUTTER
XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP108
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
MATCH LINE 110 MATCH LINE 109MATCH LINE 106
LEGEND
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
G
W
F
S
VAULTVAULT21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS
27''SS27''SSLP501
1 TREE
PLANTING
LP501
2SPADE
CUT
EDGE
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
SIDEWALK
(SEE CIVIL)
10' SIDEWALK
(SEE CIVIL)
FINAL POND HIGH OPERATING LEVEL
AND EDGE CONDITION AT LANDSCAPE TBD.
10' SIDEWALK
(SEE CIVIL)
SEE ENLARGEMENTS
PLANS FOR PLANTING
(3) SC SO(2) TI RE
(2) TI RE
(3) AE GL
(3) CE OC
(2) GY ES
(2) QU MU
(1) AL TE
(2) CA SP
(4) QU MU
(2) PL AC
(2) KO PA
(5) RI AU
(7) SC SO
(8) PH DM
(5) EU CO
(5) PI GY
(5) NE PS
(7) RU FU
(4) AC MI
(2) PI GY
(10) NA TE
(12) BO BA
(2) EU CO
(7) NE PS
(6) SC SO
(2) AC MI
(7) NE PS (5) NA TE
(11) BO BA
(2) RI AU
(2) PI GY
(2) GY ES
(2) MA RA
(2) MA RA
(2) SY IV
(2) MA RA
(2) AC GM
(12) NA TE
(3) AC GM
(2) SY IV
THESE FOUR TREES TO BE
INSTALLED ONLY IF SB
RIGHT TURN LANE NOT
INSTALLED ALONG GREEN
FIELDS
INTERNATIONAL BOULEVARD
IRRIGATION PUMP BUILDING
SEE ARCH
PICNIC SHELTER
CONSTRUCT CURB AND
GUTTER ONLY. PARKWAY
AND SIDEWALK TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANS
CONSTRUCT CURB,
GUTTER AND SIDEWALK.
PARKWAY TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANS
IRRIGATION/
DETENTION PONDARIA WAYGREENFIELD DRIVEXNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP109
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
LEGEND
KEY
MATCH LINE 111MATCH LINE 108MATCH LINE 107
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
CONSTRUCT CURB AND
GUTTER ONLY. TREE LAWN
AND SIDEWALK TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANS ARIA WAYDELOZIER DRIVEPROPERTY LINEXNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
MITIGATION TREE
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP110
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
LEGEND
KEY
MATCH LINE 112 MATCH LINE 111MATCH LINE 108
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
LP501
1 TREE
PLANTING
DETENTION POND
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
10' DETACHED SIDEWALK
(2) GY ES
(1) GY ES
(1) UL MO
(3) UL MO
(2) TI GR
(1) CA SP
(2) CO CO
(3) PL AC
(3) PL AC
(2) SY IV
(2) MA RD
(2) MA RD
(1) AC GR
(1) GY ES
(2) SY IV
(2) SY IV
(3) AC GM
(3) AC GM
(1) AM GRGREENFIELDS DRIVECONSTRUCT CURB AND
GUTTER ONLY. TREE LAWN
AND SIDEWALK TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANSARIA WAYXNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP111
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
MATCH LINE 113MATCH LINE 110MATCH LINE 109
LEGEND
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
FUTURE LANDSCAPE BY
OTHERS
DONELLA DRIVE
CONSTRUCT CURB AND
GUTTER ONLY. TREE LAWN
AND SIDEWALK TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF FUTURE
SITE PLANS
CONSTRUCT CURB AND
GUTTER ONLY. TREE LAWN
AND SIDEWALK TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANSARIA WAYDELOZIER DRIVEPROPERTY LINELP501
1TREE
PLANTING
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
(2) CA SP
(1) CA SP
(1) CA SP
(2) CE OC
(3) CE OC
(3) QU BU
(1) AC GM
SEE ENLARGEMENT PLANS FOR
DETAILED MEDIAN PLANTINGS. ALL
LANDSCAPE WITHIN THIS MEDIAN
TO BE TURNED OVER TO FORT
COLLINS PARKS DEPARTMENT
GREENFIELDS DRIVELIMIT OF ROADWAY, CURB,XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP112
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
MATCH LINE 114
MATCH LINE 110
MATCH LINE 113 MATCH LINE 113LEGEND
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
CITY OF GREELEY
LP501
1 TREE
PLANTING
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
DETENTION POND
SIDEWALK
(SEE CIVIL)
(1) UL MO
(3) UL MO
(3) TI RE
(2) CA SP
(3) AE GL
(2) AE GL
(1) GY ES
(2) CA SP
(3) GL SH
(1) GL SH
(2) MA RA
(2) MA RA
(2) SY IV
(1) TI RE
(1) AC GM
(1) AC GM
(1) AM GRGREENFIELD DRIVEDONELLA DRIVE
CONSTRUCT CURB AND
GUTTER ONLY. TREE LAWN
AND SIDEWALK TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANS
CONSTRUCT CURB AND
GUTTER ONLY. TREE LAWN
AND SIDEWALK TO BE
CONSTRUCTED IN FUTURE
FILINGS AS PART OF
FUTURE SITE PLANS
ARIA WAYXNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
LANDSCAPE
PLAN
LP113
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS
INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE
LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE
SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE
OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
MATCH LINE 112MATCH LINE 112MATCH LINE 111
LEGEND
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
MODULAR
HOME
LIMIT OF SIDEWALK AND
LANDSCAPE
INSTALLATION FOR
FILING ONE
ROUNDABOUT SITE
TRIANGLE, TYP.
LP501
1TREE
PLANTING
LP501
2SPADE
CUT
EDGE
FUTURE DEVELOPMENT
PARCEL
NATIVE RESEEDING FOR
GRADING ONLY INTERIM
CONDITION
(3) QU MU
(1) QU MU(2) QU BU
(4) MA RD
(3) PO AC
(3) PO AC
(3) QU BU
(5) AE GL
(3) UL MO
(2) AE GL
(1) CA SP
SEE ENLARGEMENT PLANS FOR DETAILED
MEDIAN PLANTINGS. ALL LANDSCAPE
WITHIN THIS MEDIAN TO BE TURNED OVER
TO FORT COLLINS PARKS DEPARTMENT
N FRONTAGE RD.EAST MULBERRY STREET GREENFIELDS DRIVESEE PEAKVIEW PROJECT FOR
DETAILED DESIGN OF ROUNDABOUT,
CURB, GUTTER AND SIDEWALK TO
THE SOUTH OF THIS LINE.
LIMIT OF ROADWAY, CURB, GUTTER
AND SIDEWALK WORK FOR BLOOM
FILING 1 PDP
DETENTION POND
100 YEAR FLOODPLAIN
100 YEAR
FLOODPLAIN
LANDSCAPE
PLAN
LP114
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER
BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN
ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE
SIDEWALK AND CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION
AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS
CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY
ALSO RESULT IN REPLACING OR RELOCATING TREES AND
A HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
MATCH LINE 112
LEGEND
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115MATCH LINE 115CITY OF GREELEY
XNATIVE PRAIRIE SEED MIX
ROCK MULCH - 3
4" TAN RIVER ROCK
SOD
ROCK MULCH - 3-6" GRAY RIVER COBBLE
PEDESTRIAN CONCRETE PAVING
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
CRUSHER FINES
EROSION CONTROL SEED MIX
STOP SIGN
STREET LIGHT
STEEL EDGER
RAILROAD SEPARATION FENCE -TYPE A
SIGHT TRIANGLE
NATIVE SOD BLEND
RAILROAD SEPARATION FENCE -TYPE B
RAILROAD SEPARATION FENCE -TYPE C
MATCH LINE
MODULAR
HOME
SEE ENLARGEMENT PLANS FOR DETAILED
MEDIAN & ROUNDABOUT PLANTINGS
ALL LANDSCAPE WITHIN THIS MEDIAN AND
ROUNDABOUT TO BE TURNED OVER TO FORT
COLLINS PARKS DEPARTMENT
LP501
1 TREE
PLANTING
(3) QU MU
(1) QU MU
(3) QU MU
(3) PO AC
(3) PO AC
(3) QU BU
(3) QU MU
(2) QU BU
(2) AE GL
(3) QU BU
(1) CA SP
SEE ENLARGEMENT PLANS FOR DETAILED
MEDIAN & ROUNDABOUT PLANTINGS
ALL LANDSCAPE WITHIN THIS MEDIAN AND
ROUNDABOUT TO BE TURNED OVER TO FORT
COLLINS PARKS DEPARTMENT
SEE ENLARGEMENT PLANS FOR DETAILED
MEDIAN & ROUNDABOUT PLANTINGS
ALL LANDSCAPE WITHIN THIS MEDIAN TO BE
TURNED OVER TO FORT COLLINS PARKS
DEPARTMENT
PEAKVIEW PROJECT - NOT A PART
N
FRON
TAGE
RD
.
EAST MULBERRY STREETGREENFIELDS DRIVESEE PEAKVIEW PROJECT FOR
DETAILED DESIGN OF ROUNDABOUT,
CURB, GUTTER AND SIDEWALK TO
THE SOUTH OF THIS LINE.
LIMIT OF ROADWAY, CURB, GUTTER
AND SIDEWALK WORK FOR BLOOM
FILING 1 PDP
LIMIT OF BLOOM LANDSCAPE
INSTALLATION. ALL LANDSCAPE
TO SOUTH AND EAST TO BE BY
PEAKVIEW PROJECT.
LIMIT OF BLOOM LANDSCAPE
INSTALLATION. ALL LANDSCAPE
TO SOUTH AND EAST TO BE BY
PEAKVIEW PROJECT.
ALL LANDSCAPE THIS AREA TO BE
BY PEAKVIEW PROJECT
SEE PEAKVIEW PROJECT FOR
DETAILED DESIGN OF ROUNDABOUT,
CURB, GUTTER AND SIDEWALK TO
THE SOUTH OF THIS LINE.
LIMIT OF ROADWAY, CURB,
GUTTER AND SIDEWALK WORK
FOR BLOOM FILING 1 PDP
100 YEAR FLOODPLAIN
FLOODWAY
GREENFIELDS DRIVE100 YEAR FLOODPLAIN
FLOODWAY
LANDSCAPE
PLAN
LP115
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 3015 60
SCALE 1" = 30'
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER
BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN
ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE
SIDEWALK AND CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION
AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS
CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY
ALSO RESULT IN REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
MATCH LINE 114LEGEND
101
102
104
106
108
110
112
103
105
107
109
111
113
112
114 115
MATCH LINE 112
CITY OF GREELEY
PERENNIALS
CODE
QTY
BOTANICAL NAME
COMMON NAME
ROOT
SIZE
SPACING
HEIGHT
WIDTH
AC MI 14 ACHILLEA 'MOONSHINE' MOONSHINE YARROW CONT. #1 36" o.c. 30" HT. 3' W.
AL BE 37 ALYSSUM MONTANUM `BERGGOLD` MOUNTAIN GOLD MADWORT CONT. #1 18" o.c. 18" HT. 1.5' W.
AL MG 32 ALYSSUM MONTANUM “MOUNTAIN GOLD” CREEPING BASKET OF GOLD CONT. #1 18" o.c. 18 " HT. 1.5' W.
EC PU 19 ECHINACEA PURPUREA PURPLE CONEFLOWER CONT. #1 24" o.c. 30" HT. 2' W.
ER SU 20 ERIOGONUM UMBELLATUM SULFURFLOWER BUCKWHEAT CONT. #1 18" o.c. 18" HT. 1.5' W.
GA OD 21 GALIUM ODORATUM SWEET WOODRUFF CONT. 4" POT 24" o.c. 12" HT. 2' W.
HE ST 38 HEMEROCALLIS X `STELLA DE ORO` STELLA DE ORO DAYLILY CONT. #1 18" o.c. 18" HT. 2 ' W.
HE PA 14 HESPERALOE PARVIFLORA RED YUCCA CONT. #5 36" o.c. 30" HT. 3' W.
IR SW 11 IRIS PALLIDA 'VARIEGATA' VARIEGATED SWEET IRIS CONT. #1 24" o.c. 30" HT. 2' W.
IR CE 8 IRIS SIBIRICA 'CAESAR'S BROTHER' CAESAR'S BROTHER SIBERIAN IRIS CONT. #1 24" o.c. 30" HT. 2' W.
MA JO 8 MAHONIA AQUIFOLIUM 'JOHN MUIR' OREGON GRAPE CONT. #1 36" o.c. 18" HT. 2' W.
OE MA 43 OENOTHERA MACROCARPA `INCANA` SILVER BLADE PRIMROSE CONT. #1 18" o.c. 18" HT. 2' W.
PE RR 27 PENSTEMON MEXICALI `RED ROCKS` RED ROCKS PENSTEMON CONT. #1 18" o.c. 18" HT. 2' W.
RU FU 9 RUDBECKIA FULGIDA `GOLDSTRUM` BLACK-EYED SUSAN CONT. #1 24" o.c. 30" HT. 3' W.
SA MN 43 SALVIA X SYLVESTRIS `MAY NIGHT` MAY NIGHT SALVIA CONT. #1 18" o.c. 24" HT. 3' W.
SE ST 20 SEDUM ACRE GOLDMOSS STONECROP CONT. 4" POT 24" o.c. < 6" HT. < 1' W.
SE OE 23 SEDUM OREGANUM OREGON SEDUM CONT. 4" POT 24" o.c. < 6" HT. < 1' W.
SE BE 16 SEDUM X 'BLUE ELF' TM SUNSPARKLER BLUE ELF SEDUM CONT. 4" POT 24" o.c. < 6" HT. < 1' W.
VE LI 20 VERONICA LIWANENSIS TURKISH VERONICA CONT. 4" POT 24" o.c. < 6" HT. < 1' W.
ZA OC 10 ZAUSCHNERIA GARRETTII CREEPING HUMMINGBIRD CARPET CONT. #1 18" o.c. 18" HT. 1.5' W.
LOW
LOW
LOW
LOW
LOW
MED
MED
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
MED
MED
MED
MED
SC BL 62 SCHIZACHYRIUM SCOPARIUM `BLAZE` BLAZE LITTLE BLUESTEM CONT. #1 30" o.c. 30" HT. 2.5' W. LOW
CO LA 12 COREOPSIS LANCEOLATA LANCELEAF TICKSEED CONT. #1 18" o.c. 18" HT. 3' W. LOW
DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE
EVERGREEN TREES CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE
PI BA 6 PICEA PUNGENS 'BAKERI' BAKERI BLUE SPRUCE B & B 6` HEIGHT
PI NI 4 PINUS NIGRA AUSTRIAN BLACK PINE B & B 6` HEIGHT
SMALL TREES CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE
CR IN 4 CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN B & B 1.5"CAL
MA RA 6 MALUS X 'RADIANT' RADIANT CRABAPPLE B & B 1.5"CAL
QU FA 6 QUERCUS ROBUR FASTIGIATA PYRAMIDAL ENGLISH OAK B & B 2"CAL
DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE SPACING
CA BM 17 CARYOPTERIS X CLANDONENSIS 'BLUE MIST' BLUE MIST BLUEBEARD CONT. #5 30" o.c. 30" HT. 3' W.
CH NN 15 CHRYSOTHAMNUS NAUSEOSUS NAUCEOSUS BABY BLUE RABBITBRUSH CONT. #5 36" o.c. 3' HT. 3' W.
CO AF 8 CORNUS SERICEA `ARCTIC FIRE` ARCTIC FIRE DOGWOOD CONT. #5 48" o.c. 3' HT. 4' W.
PR PB 18 PRUNUS BESSEYI PAWNEE BUTTES CREEPING WESTERN SAND CHERRY CONT. #5 72" o.c. 18" HT. 6' W.
EVERGREEN SHRUBS
CODE
QTY
BOTANICAL NAME
COMMON NAME
ROOT
SIZE
SPACING
JU CC 9 JUNIPERUS SABINA `CALGARY CARPET` TM CALGARY CARPET JUNIPER CONT. #5 84" o.c. 12" HT. 8' W.
ORNAMENTAL GRASSES CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE SPACING
NA TE 45 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS CONT. #1 24" o.c. 30" HT. 2' W.
SA RA 5 SACCHARUM RAVENNAE RAVENNA GRASS CONT. #1 60" o.c. 8' HT. 5' W.
SP HE 10 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED CONT. #1 48" o.c. 36" HT. 3' W.
HEIGHT WIDTH
HEIGHT WIDTH
HEIGHT WIDTH
MED
MED
MED
MED
MED
HYDRO
HYDRO
LOW
LOW
LOW
LOW
LOW
LOW
LOW
MED
LOW
CE OC 3 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2"CAL MED
AR LU 25 ARTEMISIA LUDOVICIANA 'SILVER KING' SILVER KING WHITE SAGEBRUSH CONT. #5 42" o.c. 18" HT. 3' W. LOW
PO PB 23 POTENTILLA FRUTICOSA `PINK BEAUTY` PINK BEAUTY POTENTILLA CONT. #5 36" o.c. 3' HT. 3 ' W. LOW
OP BA 6 OPUNTIA BASILARUS BEAVERTAIL CACTUS CONT. #5 36" o.c. 18" HT. 4' W.
SC BL 62 SCHIZACHYRIUM SCOPARIUM `BLAZE` BLAZE LITTLE BLUESTEM CONT. #1 30" o.c. 30" HT. 2.5' W. LOW
DESCRIPTION QTY
CRUSHER FINES 1,770 SF
LOW GROW NATIVE SEED MIX 2,135 SF
TAN RIVER COBBLE MULCH 1"1,680 SF
TAN RIVER COBBLE MULCH 3-6"3,450 SF
TAN RIVER COBBLE MULCH 8-12"2,500 SF (EST)
(COORDINATE HAND PLACEMENT PER DETAIL)
WOOD MULCH 5,900 SF
COLORED CONCRETE - MESA BUFF 1,840 SF
COLORED CONCRETE - 2,870 SF
FLAGSTONE BROWN
LANDSCAPE CURB 800 LF
STONE LANDSCAPE BLOCKS 68 EA
STONE LANDSCAPE WALL 185 LF
LANDSCAPE
SCHEDULE
LP400
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
ROUNDABOUT PLANT SCHEDULE ROUNDABOUT PLANT SCHEDULE CONT.
LOW-GROW NATIVE SEED MIX
COMMON NAME
BLUE GRAMA
BUFFALO GRASS
WESTERN WHEAT 'ARABIA' COOL SEASON
GREEN NEEDLE GRASS (COOL SEASON)
SAND DROPSEED
13.00 - 15 PLS/ACRETOTAL FOR UPLAND MIX
1.5
2.4
.18
5.2
2.7
LBS/PLS/ACRE
SIDE OATS GRAMA
3.0
ALL MEDIAN AND ROUNDABOUT
LANDSCAPE SHOWN ON THIS SHEET TO BE
MAINTAINED BY CITY OF FORT COLLINS.
ALL INSTALLED FEATURES TO MEET CITY
STANDARDS AND HAVE CITY APPROVAL
PRIOR TO INSTALLATION.
ROUNDABOUT MATERIALS SCHEDULE
HYDRO
THE ROUNDABOUT AND MEDIAN DESIGN AT GREENFIELDS AND MULBERRY SERVES AS A GATEWAY TO FORT COLLINS AND THE BLOOM NEIGHBORHOOD.
THE DESIGN PROVIDES A COMMON THREAD THAT CONTINUES DESIGN AESTHETICS FROM OTHER MEDIANS WITHIN FORT COLLINS WHILE PROVIDING
ELEMENTS THAT RESPOND TO THE UNIQUE CONDITIONS OF THIS LOCATION AND SITE. DESIGN ELEMENTS ARE CONSISTENT WITH CITY STREETSCAPE
STANDARDS TO CREATE A WESTERN REGIONAL CHARACTER INCLUDING: VARIED MIX OF TYPES OF PERENNIALS, GRASSES, EVERGREENS AND WOODY
SHRUBS; VARIED TEXTURES, FORMS AND FOLIAGE TYPES WITHIN PLANTINGS; USE OF REGIONALLY APPROPRIATE STONE BLOCKS AS A UNIFYING
ELEMENT AND IRREGULAR MASSING FORM OF PLANTINGS. MULCH MATERIALS ARE CONSISTENT WITH CITY STANDARDS AND INCLUDE VARIED SIZES OF
RIVER-ROCK TO PROVIDE YEAR-ROUND INTEREST THAT BREAKS UP THE GROUND PLANE.
UNIQUE ELEMENTS OF THE DESIGN INCLUDE THE USE OF ARCHED CONCRETE BANDS TO BREAK UP DIFFERENT TYPES OF ROCK MULCH WITHIN NARROW
PLANTING AREAS. THESE COLORED CONCRETE BANDS WILL ADD SOME STRUCTURE TO THE FORMS WITHIN THE MEDIAN AND ALSO PROVIDE A SAFE
WALKING LOCATION FOR MAINTENANCE STAFF TO ACCESS PLANTINGS. REPEATED BANDS OF ALTERNATING MULCH MATERIALS ALSO ADD SOME
STRUCTURE AND VISUAL INTEREST TO THE DESIGN AND WILL PROVIDE VARIED VIEWPOINTS AS VEHICLES TRAVERSE THE ROUNDABOUT. LANDSCAPE
BOULDERS ARE PLACED IN IRREGULARLY SPACED BUT STRUCTURED PLACEMENT TO CREATE CONTRAST WITH THE ARCHED CONCRETE FORMS AND
IRREGULAR PLANT MASSINGS. CONCRETE LANDSCAPE CURBS ARE USED TO DIVIDE VARIED MULCH MATERIALS FOR EASIER MAINTENANCE.
THE MEDIAN WIDTHS ON THIS SITE ARE VERY NARROW, SOMEWHAT LIMITING THE SIZE AND SCALE OF PLANT MATERIAL THAT CAN BE INSTALLED
WITHOUT EXTENDING INTO THE ROADWAY TRAVEL LANE. PLANTING HEIGHTS ARE ALSO SOMEWHAT LIMITED IN THE MEDIANS DUE TO EXTENSIVE SIGHT
TRIANGLE AREAS FOR VEHICLE MOVEMENTS IN THE ROUNDABOUT. PLANTS ARE LOCATED TO PROVIDE APPROXIMATELY 1-FOOT CLEAR TO BACK OF
CURB AT MATURE SIZE.
THE ROUNDABOUT DESIGN IS CONSISTENT WITH THE STREETSCAPE STANDARDS AND HAS BEEN DESIGNED TO ADDRESS THE SCALE OF THIS VERY
LARGE ROUNDABOUT. THE ADDITION OF LARGE TREES WILL REDUCE THE SCALE OF THE ROUNDABOUT WHILE PROVIDING SEASONAL INTEREST AND
VISUAL BACKDROP TO HELP VEHICLES NAVIGATE THROUGH THE ROUNDABOUT. TREES INCLUDE CANOPY, ORNAMENTAL AND EVERGREEN VARIETIES TO
PROVIDE YEAR ROUND INTEREST. THE DESIGN USES BERMED GRADES AND A LOW LANDSCAPE WALL TYING TOGETHER MATERIALS USED IN THE
MEDIANS. THE LARGE SIZE OF THE ROUNDABOUT ALLOWS FOR LOW-GROW NATIVE SEED AREAS AND A PERENNIAL "GROUND COVER CARPET" THAT
WILL CREATE SEASONAL COLOR, WHILE REDUCING MAINTENANCE AND WATER CONSUMPTION.
THE APRONS INCLUDE COLORED CONCRETE ARCHES WHICH TIE TO THE CONCRETE BANDS IN THE MEDIANS, UNIFYING ALL FOUR LEGS OF THE
ROUNDABOUT.
LOCATIONS ARE RECOMMENDED FOR POTENTIAL FUTURE PUBLIC ART OR URBAN DESIGN ELEMENTS, SHOULD THIS LOCATION BE DEEMED A GOOD
LOCATION FOR THOSE FEATURES BY THE CITY.
STREETSCAPE DESIGN NARRATIVE
1. THESE DRAWINGS PROVIDE DIRECTION ON LANDSCAPE FEATURES ONLY. FOR LAYOUT OF ROADWAY, CURBS, STRIPING, AND REGULATORY SIGNAGE WITIHIN MEDIANS AND ROUNDABOUT SEE CIVIL
DRAWINGS FOR PEAKVIEW PROJECT.
2. LOCATIONS AND ALIGNMENTS OF WALLS, LANDSCAPE BOULDERS, CONCRETE CURBS AND BANDS TO BE FIELD STAKED FOR CITY AND OWNER APPROVAL PRIOR TO INSTALLATION.
3. FINE GRADING TO MEET CITY TOLERANCE REQUIREMENTS. GRADES TO BE APPROVED BY CITY AND OWNER PRIOR TO INSTALLATION OF GROUND PLANE OR PLANT MATERIAL.
4. CONCRETE FINISH WITHIN ROUNDABOUT APRON TO BE STANDARD BROOM FINISH. CONTROL JNT SPACING TO BE PER LUCASS STANDARDS.
5. CONCRETE BAND FINISH WITHIN MEDIANS TO HAVE SAND FINISH. CONTROL JNT SPACING TO BE 4' O.C.
6. COORDINATE WITH IRRIGATION PLANS FOR LOCATIONS OF EQUIPMENT WITHIN THE MEDIAN.
7. CITY OF FORT COLLINS PARKS DEPARTMENT TO REVIEW INSTALLED FEATURES FOR COMPLIANCE WITH CITY STANDARDS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
8. LANDSCAPE MATERIALS WITHIN THE ROUNDABOUT AND MEDIANS SHALL HAVE A 2 YEAR WARRANTY.
9. DIGITAL CAD FILE TO BE PROVIDED TO CONTRACTOR FOR SITE LAYOUT AND DIMENSIONING.
10.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. THE IRRIGATION SYSTEM SHALL
BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY PARKS DEPARTMENT FOR MAINTENANCE MUST BE
APPROVED BY THE PARKS MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE ISSUANCE OF A
BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION PROCESS. SEE IRRIGATION PLANS FOR DETAILED IRRIGATION
DESIGN AND LAYOUT.
11.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON AREAS REQUIRING REVEGETATION AND
LANDSCAPING.
12.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE AREAS, INCLUDING PARKWAYS AND
MEDIANS, SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE
AREAS TO A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHERSUITABLE METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT PER ONE THOUSAND (1,000)
SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR
AREAS TO BE PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED, CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132. FINE GRADING AND AMENDMENTS SHALL
BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF PLANTS.
13. INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO ENCOURAGE QUICK ESTABLISHMENT AND
HEALTHY GROWTH. ALL LANDSCAPING FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR
ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY BUILDING IN SUCH PHASE. CONCRETE FLATWORK TO
BE STAKED AND FORMS INSPECTED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. CONCRETE SHALL BE INSTALLED WITH SMOOTH CURVE TRANSITIONS AS SHOWN ON PLANS.
14.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE CONSIDERED AS ELEMENTS OF THE PROJECT.
ALL LANDSCAPING SHALL BE MAINTAINED FREE FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED
PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION. TRIM AND PRUNE PLANTS THAT INFRINGE ON 1-FOOT CLEAR ZONE ANNUALLY TO PREVENT GROWTH INTO THE ROADWAY.
15.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS. IF A SPECIFIC
SPECIES OF PLANT IS FOUND TO NOT BE ESTABLISHING WELL DUE TO ROAD DEBRIS, OVERSPRAY OR OTHER CONDITIONS, AN ACCEPTABLE SUBSTITUTE PLANT MEETING THE SAME MATURE HEIGHT
AND WIDTH MAY BE USED PENDING APPROVAL FROM CITY OF FORT COLLINS PARKS.
16.POLLINATORS: POLLINATOR PLANTS WITHIN THIS AREA TO BE PRUNED TO 6-8" HT UNTIL NEXT GROWING SEASON TO MAINTAIN OVERWINTERING HABITAT. DO NOT TRIM PERENNIALS OR GRASSES
EARLIER THAN MID-APRIL.
17. NATIVE SEED: NATIVE SEED AREA WITHIN ROUNDABOUT SHALL BE MONITORED OVER TIME FOR ESTABLISHMENT AND WATERING ADJUSTED AS NEEDED TO MEET CITY SEED COVERAGE
REQUIREMENTS.
18.PERENNIALS: PERENNIALS TO BE DIVIDED IF NEEDED WHERE DEAD SPOTS OCCUR, OR WHERE PLANTINGS HAVE NOT FILLED IN WITHIN SOME LOCATIONS.
19.MULCH: ALL MULCH TYPES TO BE REVIEWED ANNUALLY FOR COMPLETE COVERAGE OF WEED BARRIER FABRIC OR SUBGRADE SOIL. WOOD MULCH TO BE ADDED ANNUALLY AS NEEDED TO COVER BARE
AREAS. SMALL ROCK MULCH, PEA GRAVEL OR CRUSHER FINES TO BE RAKED OR SMOOTHED ANNUALLY IF DISPLACEMENT OR SETTLING MORE THAN 2 INCHES HAS OCCURRED.
ROUNDABOUT AND MEDIAN GENERAL NOTES
S
SSSSSSSSSSS S S
WWWWWWWWWWWWWW(2) AC MI
(5) HE ST
(6) LA WO
(3) RU FU
(5) AS TU
(6) EN PE
(1) SP HE
(3) EU CO
(2) PH DM
(4) GA AR (1) AN WI
(1) SP HE
(3) VI BV
(2) BO BA
(5) HE ST
(3) AN WI
(1) AR PA
(3) SY ME
(1) PH DM
(3) SA AJ
(1) JU BL
(2) PH SN
(1) CY SG
(3) CA BM
(3) RU FU
(3) EC PU
(10) HE SE
(1) AR PA
(1) BE TH
(4) EU CO
(5) ER SU
(1) CO AF
(4) SY OO
(4) PE BU
(1) SP HE
(3) PE LS
(3) HE ST
(5) CA KF
(5) CA BM
(2) PR PB
(5) ZA GA
(3) AC MI
(3) ZA GA
(4) PE RR
(5) CA KF
(3) SP HE
(3) AR CO
(3) AC MI
(1) AM AL (3) GA AR
(2) EU CO
(3) PE BU
(3) CA BM
(1) PH DM
(3) SY ME
(5) PE PK
(3) EC PU
(1) SY AL
(1) SY AL
(1) RH AA
(3) PH DM
(3) CA OV
(5) DA BU
(3) CA OV
(3) PH DM
(1) RH AA
(3) MU RE
(1) PI GY
(1) RO NW
(2) EU FC
(5) MU RE
(2) EU FC
(1) PI GY
(3) EU CO
(2) RI AL
(3) SO NU
(3) CO AF
(3) SO NU
(3) CA KF
(1) AR CO
(3) LI PU
(3) VI BV
(3) RU FU
(3) NA TE
(1) PR BE
(3) AC MI
(2) RI AL
(3) SY ME
(1) MI VA
(3) PH SN
(3) PR RP
(3) PH SN
(3) SY ME
(1) MI VA
(3) MU RE
(1) PI GY
(1) RO NW
(1) RH AA
(3) PH DM
(2) EU FC
(5) MU RE
(2) EU FC
(1) PI GY
(3) EU CO
(2) RI AL
(3) CA OV
(5) DA BU
(3) CA OV
(3) PH DM
(3) SO NU
(3) CO AF (3) SO NU
(3) RI AL
(5) SP HE
(1) DA CM
(1) PE RO
(1) PI DW
(1) AR PA
(3) HE RC
(2) MI VA (3) PH DM
(3) AC MI
(3) MU RE
(5) LI BL
(1) SY ME
(2) AC MI
(3) AN WI
(3) SP LP
(5) BE GR
(5) CA KF
(2) AS TU
(3) LA WO
(1) AC MI
(3) NA TE
(2) RI AL
(2) SO GI
(3) EC PU
(1) DA CM
(3) SP LP
(4) NA TE
(6) LA PH
(1) CA PY
(1) JU BR
(4) CA KF
(3) PE RO
(3) PE BU
(2) GA AR
(1) PH SN
(1) PH DM
(4) PE BU (3) SA MN
(3) LI PU
(1) AR PA
(3) SP HE
(2) RU FU
(3) EC PU
(3) SY OO
(5) BE GR
(3) MU RE
(3) MU RE
(3) BE GR
(3) SY OO
(3) EC PU
(5) CA OV
(5) BE CP
(3) JU SK
(5) BE CP
(3) CA OV
(3) EC PU
(9) RU FU
(3) MI ML
(3) PH DM
(1) JU BH
(7) AG SI
(1) JU BH
(3) PH DM
(3) MI ML
(3) HE RC
(3) PR BE
(3) RO NW
(3) RO NW
(3) RO NW
(3) CA OV
(1) RI AU
(3) PH DM
(1) CO VE
(2) CO VE
(1) CO AP
(5) BE GR
(3) BE TH
(1) CO VE
(2) RI AU
(1) CO VE
(3) HE RC
(1) AM AL
(2) AM AL
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP401
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE CITY
FORESTER BEFORE ANY TREES OR SHRUBS
AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES
BETWEEN THE SIDEWALK AND CURB, MEDIANS
AND OTHER CITY PROPERTY. THIS PERMIT
SHALL APPROVE THE LOCATION AND SPECIES
TO BE PLANTED. FAILURE TO OBTAIN THIS
PERMIT IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
ENLARGEMENT
LANDSCAPE PLAN
MATCH LINE 402MATCH LINE 404LP413
LP412
S SSSSSSS S
W W W W W WWW
S S SSSWWWWWWVAULTVAULT(1) PR PB
(3) PE KR
(3) BU WG
(1) EU GL
(3) TH GL
(5) HE SE (5) HE SE
(3) EU CO
(1) EU GL
(5) CA KF
(1) EU GL
(1) EU GL
(3) RO MS
(2) AR TR
(5) AN WI (3) PH MO
(3) AR TR
(5) VI SI
(2) AR CH
(2) SP LP
(1) PR RP
(2) FR CO
(3) PI BT
(2) FR CO
(1) PR RP
(2) AR CH
(2) SP LP
(1) PR PB
(3) PE KR
(3) BU WG
(1) EU GL(5) HE SE
(2) SP LP
(3) EU CO
(3) CO AF
(2) DA BU
(8) BO BA
(3) PI DW
(5) HE SE (3) TH GL
(3) MU RE
(11) BO BA
(3) EN PE
(4) NE PS
(1) PI DW
(2) RU FU
(2) PH DM
(2) BO BA
(13) CR RU
(3) AC MI
(3) ER SU
(8) TU HU
(3) HE ST
(2) CA IN
(3) HE ST (3) LI BL(1) AR CH
(1) AN WI
(3) GA AR
(1) AN WI
(3) AG SI
(5) AL PS
(3) GA AR
(1) SP HE
(2) ER SU
(1) JU BR
(3) SY ME
(1) SP HE
(6) EC PU
(3) CA BM
(3) RI AL
(4) AM CA (6) NA TE
(1) AC MI
(9) CA KF
(9) SA MN
(3) HE ST
(2) AG SI
(1) AC MI
(1) MU RE
(3) PE RO
(3) SA MN
(2) CA BM
(3) AR TR
(3) PH MO
(5) AN WI (2) AR TR
(1) EU GL
(5) CA KF
(1) EU GL
(1) EU GL
(3) RO MS
(1) CY SG
(3) PE LS
(4) SP HE
(3) PH DM
(2) CO AF
(4) PE LS
(1) AR PA
(3) CA BM
(3) CO AF
(3) SY ME
(1) CY SG
(4) PE LS
(2) AR PA
(4) EC PU
(3) PE LS
(1) CY SG
(2) PH DM
(3) SA AJ
(3) RU FU
(3) PE RR
(3) LI PU
(4) ER SU
(5) HE SE
(3) SA MN
(3) SY OO
(5) BE GR
(5) MU RE
(5) MU RE
(3) BE GR
(3) SY OO
(3) EC PU
(5) CA OV
(5) BE CP
(3) JU SK
(5) BE CP
(3) CA OV
(3) EC PU
(2) RH AA
(3) SP HE
(2) PR RP
(2) PR RP
(2) RH AA
(3) SP HE
(5) CA KF
(2) EU CO(2) AC MI
(3) SP LP
(3) VI BV
(12) NE PS
(1) CO AP
(1) CO AP
(2) JU BL
(3) ER SU
(5) AN WI
(3) AC MI
(2) RI AU
(3) SP HE
(2) RI AU (3) AR CH
(3) VI MA
(3) AS RU
(3) SY AL (5) AM CA
(5) AN WI
(3) AS RU
(4) NA TE
(5) NA TE
(1) AR PA
(2) RI AU
(3) CO AF
(3) PH DM
(1) AC MI
(3) AC MI
(3) RO NW
(3) SP HE
(1) CE IN
(4) CE IN
(1) CA PY
(3) RO MS
(1) RI AU
(1) CO VE
(3) CO VE
(5) BE GR
(3) NA TE
(3) CA BM
(1) CY SG
(3) CA BM
(3) BE TH
(1) BE TH
(3) CO AF
(2) AM AL
(3) CA PY
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP402
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND CURB,
MEDIANS AND OTHER CITY PROPERTY. THIS
PERMIT SHALL APPROVE THE LOCATION
AND SPECIES TO BE PLANTED. FAILURE TO
OBTAIN THIS PERMIT IS A VIOLATION OF THE
CITY OF FORT COLLINS CODE SUBJECT TO
CITATION (SECTION 27-31) AND MAY ALSO
RESULT IN REPLACING OR RELOCATING
TREES AND A HOLD ON CERTIFICATE OF
OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
ENLARGEMENT
LANDSCAPE PLAN
MATCH LINE 401
MATCH LINE 403MATCH LINE 404LP413
LP412
W
F
S
VAULT(6) RU FU
(9) CA IN(8) JU AR
(3) AG SI
(10) BO BA (5) NA TE
(6) LA WO
(3) ER SU
(1) AR CH
(3) GA AR
(3) HE ST
(2) BO BA
(3) AC MI
(6) AN WI
(3) AG SI
(2) CA IN
(6) TU HU
(7) ZA GA
(4) CO VE
(10) EC PU
(3) SA RA
(3) SP LP
(1) MI VA
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP403
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
LP412
ENLARGEMENT
LANDSCAPE PLAN
LP413
MATCH LINE 403
S SSS S
SSWWSSSSWWWWWWWWSSS
WWWW(5) VI SI
(2) AR CH
(2) SP LP
(3) PH DM
(3) AN WI
(2) AR TR
(3) AN WI
(3) AR TR
(1) PR PB
(3) PE KR
(1) EU GL
(5) VI SI
(3) AR TR
(3) AN WI
(3) PH DM
(2) AR TR
(3) AN WI
(1) PR PB
(3) PE KR
(1) EU GL
(1) EU GL
(5) CA KF
(1) EU GL
(1) EU GL
(3) RO MS
(3) BU WG
(5) HE SE
(5) HE SE
(3) TH GL
(3) EU CO
(1) EU GL
(5) CA KF
(1) EU GL
(3) BU WG
(3) RO MS
(1) EU GL
(5) HE SE
(3) TH GL
(5) HE SE
(3) EU CO
(3) PI BT
(1) PR RP
(2) FR CO
(1) PR RP
(2) FR CO
(5) BE CP
(3) CA OV
(3) EC PU
(3) SY OO
(3) BE GR
(5) MU RE
(3) JU SK
(5) BE CP
(5) CA OV
(3) EC PU
(5) CH NN
(5) MU RE
(5) BE GR
(3) SY OO
(2) AR CH
(2) SP LP
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP404
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
ENLARGEMENT
LANDSCAPE PLAN
MATCH LINE 408
MATCH LINE 405MATCH LINE 406MATCH LINE 401LP413
LP412
SSSS S S SSSSSSSSWWWWWWWWWWWWWW(1) PI GY
(3) EU CO
(3) PH DM
(3) CA OV
(2) EU FC
(5) DA BU
(3) CA OV
(3) PH DM
(5) MU RE
(2) EU FC
(3) MU RE
(1) PI GY
(1) RO NW
(1) RH AA
(3) TH GL
(3) SO NU
(3) CO AF
(3) SO NU
(3) TH GL
(5) SP HE
(3) SY ME
(3) MI VA
(3) EC PU
(3) CA OV
(5) BE CP
(3) JU SK
(5) BE CP
(5) CA OV
(3) EC PU
(3) SY OO
(3) BE GR
(3) MU RE
(5) CH NN
(3) MU RE
(5) VI SI
(3) CO IS
(3) LA WO
(5) VI SI
(3) LA WO
(3) MI VA
(3) SY ME
(3) SO NU
(3) TH GL
(1) RH AA
(3) MU RE
(1) PI GY
(1) RO NW
(2) EU FC
(5) MU RE
(2) EU FC
(1) PI GY
(3) EU CO
(3) PH DM
(3) CA OV
(5) DA BU
(3) CA OV
(3) PH DM
(3) TH GL
(3) SO NU
(3) CO AF
(5) SP HE
(5) BE GR
(3) SY OO
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP405
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
ENLARGEMENT
LANDSCAPE PLAN
MATCH LINE 404
MATCH LINE 407MATCH LINE 402LP413
LP412
S SSSS
SSWSSSSSSS
WWWWWWWWWWWWWW(6) PH DM
(8) SP HE
(4) SP HE
(2) CY SG
(2) EU CO
(3) SY ME
(3) PR BE
(2) DA BU
(3) SP HE
(3) SP HE
(1) PR BE
(2) PR RP
(5) VI SI
(2) SP HE
(3) PI DW
(5) VI SI
(1) CY SG
(2) CY SG
(4) VI SI
(3) PI DW
(5) CO AF
(3) PI DW
(3) SP HE
(4) CO AF
(2) DA BU
(5) MU RE
(5) VI SI
(2) AM AL
(2) AM AL
(1) PR RP
(6) PI DW
(3) AM AL
(1) MI VA
(3) SY ME (3) SY ME
(1) MI VA
(3) PH SN
(3) PR RP
(3) PH SN
(3) CA OV
(3) PH DM
(1) RH AA
(1) RO NW
(1) PI GY
(3) MU RE
(2) EU FC
(5) MU RE
(2) EU FC
(1) PI GY
(3) EU CO
(2) RI AL
(3) SO NU
(3) CO AF
(3) SO NU
(3) RI AL
(5) DA BU
(3) CA OV
(3) PH DM
(3) CA OV
(3) PH DM
(1) RH AA
(3) MU RE
(1) PI GY
(1) RO NW
(2) EU FC
(5) MU RE
(2) EU FC
(1) PI GY
(3) EU CO
(2) RI AL
(5) DA BU
(3) PH DM
(3) CA OV
(3) CO AF
(3) SO NU
(2) RI AL
(3) SO NU
(5) SP HE
(3) SY OO
(5) BE GR
(3) MU RE
(5) CH NN
(3) MU RE
(3) BE GR
(3) SY OO
(3) EC PU
(5) CA OV
(5) BE CP
(3) JU SK
(5) BE CP
(3) CA OV
(3) EC PU
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP406
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
ENLARGEMENT
LANDSCAPE PLAN
MATCH LINE 409
MATCH LINE 407 MATCH LINE 404LP413
LP412
SSSSS SS S SS SSSSWWWWWWWWWWWWWWW
(6) SP HE
(8) CO AF
(8) PI DW
(2) EU CO
(2) PR RP
(1) AR CH
(3) SP HE
(4) CO AF
(4) AR CH
(3) MU RE
(1) PR PB
(3) CO AF
(3) PI DW
(3) SP HE
(3) SP HE
(2) DA BU
(5) SY ME
(2) EU CO
(2) CY SG
(3) PI DW
(3) AR CH
(4) PR PB
(1) PR RP
(1) AM AL
(9) MU RE
(4) AM AL
(3) MU RE
(1) AM AL
(3) PH CH
(2) PR RP
(3) AR TR
(3) PH MO
(5) AN WI
(3) RO MS
(1) EU GL
(2) AR TR
(1) EU GL
(5) CA KF
(1) EU GL
(1) EU GL
(3) PE KR
(1) PR PB
(3) BU WG
(3) EU CO
(5) HE SE
(3) TH GL
(5) HE SE
(1) EU GL
(3) RO MS
(2) AR TR
(5) AN WI
(3) PH MO
(3) AR TR
(1) EU GL
(5) CA KF
(1) EU GL
(1) PR PB
(5) VI SI
(1) PR RP
(2) FR CO
(3) PI BT (2) FR CO
(2) SP LP
(1) PR RP
(2) AR CH(2) SP LP
(2) AR CH
(3) PE KR
(1) EU GL
(3) BU WG
(5) HE SE
(3) TH GL
(5) HE SE
(3) EU CO
(3) SY OO
(5) BE GR
(3) MU RE
(5) CH NN
(3) MU RE
(3) BE GR
(3) SY OO
(3) EC PU
(5) CA OV
(5) BE CP
(3) JU SK
(5) BE CP
(3) CA OV
(3) EC PU
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP407
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
ENLARGEMENT
LANDSCAPE PLAN
MATCH LINE 408
MATCH LINE 405LP413
LP412
S S S
SS SS SSSSSW W W W
S WWWWSSWWWS S
WWWWW WW W(3) PH DM
(3) CA OV
(5) DA BU
(3) CA OV
(3) PH DM
(3) CO AF
(3) EN PE
(3) HE SE
(3) EN PE
(3) CO AF
(3) HE SE
(3) MU RE
(3) PI GY
(3) SO NU
(5) PI EL
(3) PI GY
(3) MU RE
(1) MI VA
(3) SY ME
(1) MI VA
(5) PR RP
(1) MI VA
(3) SY ME
(1) MI VA
(3) CA OV
(3) PH DM
(1) RH AA
(3) SY OO
(3) CA OV
(5) DA BU
(3) CA OV
(3) PH DM
(3) PI GY
(3) SY OO
(2) RH AA
(3) MU RE
(3) PI GY
(3) PI EL
(1) AR TR
(3) PI EL
(3) PI GY
(4) MU RE
(5) SP HE
(3) PH SN
(5) SP HE
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP408
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
ENLARGEMENT
LANDSCAPE PLAN
MATCH LINE 404MATCH LINE 409MATCH LINE 411
LP413
LP412
S
SSSSSS S
S
W WWWW
SSWWWW WW
WW16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS16''SS(3) AM AL
(3) SP HE
(3) PI DW
(2) EU CO
(2) PR BE
(3) SP HE
(3) SY ME
(2) EU CO
(3) EU CO
(3) VI SI
(3) MU RE
(2) PR RP
(3) SP HE
(2) EU CO
(2) AM AL
(1) PR BE
(3) VI SI
(3) AM AL
(8) RI AU
(8) EU CO
(6) RU FU
(23) NA TE
(10) DA PU(7) PI DW
(22) BO BA
(3) AG SI
(2) AC MI
(5) LI BL
(3) PH CH
(3) SP HE
(2) PH CH
(3) MU RE
(3) AR TR
(3) PH MO
(5) AN WI
(2) AR TR
(3) BU WG
(1) TH GL
(3) EU CO
(1) TH GL
(3) BU WG
(3) AR TR
(3) AN WI
(3) PH DM
(3) AN WI
(2) AR TR
(5) SP HE
(6) MU RE
(3) PI GY
(2) PE KR
(4) PR PB
(3) RO MS
(1) EU GL
(2) EU FC
(2) AR TR
(5) AN WI
(3) PH MO
(3) AR TR
(3) MU RE
(2) EU FC
(1) EU GL
(2) RO MS
(3) AR TR
(3) AN WI
(3) PH DM
(3) AN WI
(2) AR TR
(5) SP HE
(6) HE SE
(3) EU CO
(4) EC PU
(6) MU RE (6) AG SI
(18) BE GR
(6) AG SI
(6) MU RE
(4) EC PU
(3) RO CU
(1) JU BH
(1) JU BH
(1) JU BH
(1) JU BH
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
ENLARGEMENT
LANDSCAPE PLAN
LP409
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH010520
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
MATCH LINE 410
MATCH LINE 406 MATCH LINE 408LP413
LP412
S S
SSSSSS S SSS
W W WWW
SSS
WWWWWWWSWWWW
16''SS(4) RI AL
(2) AM AL
(2) AM AL
(3) PH DM
(3) SP HE (3) AC MI
(3) RU FU
(5) NE PS (3) ER SU(3) RI AL
(3) AR CH
(3) PH DM
(3) SP HE
(2) AM AL (3) RI AL
(3) AC MI
(3) RU FU(5) NE PS
(3) ER SU (2) AR CH
(3) PR RP
(3) PH DM
(3) SP HE
(3) MU RE
(3) VI SI
(2) AM AL
(3) VI SI
(3) PR RP
(3) EU CO
(3) VI SI
(3) MU RE
(2) PR PB
(6) EU CO
(5) MU RE
(1) EU CO
(5) AM AL
(3) VI SI
(2) PR PB
(2) PR PB
(5) EU CO
(5) PI DW
(21) BO BA
(16) NA TE
(6) DA PU
(6) AG SI
(6) AN EU
(5) SA MN
(3) LI PU
(6) AL CE
(3) AN WI
(5) EN PE
(3) AS TU
(2) CL SE
(3) AS RU
(1) SO GI
(2) CL SE
(3) EC PU
(2) GA AR
(3) AS RU
(2) CA BM
(3) PH DM
(5) CA OV
(3) DA BU
(5) CA OV
(3) PH DM
(5) SC BL
(3) HE SE (3) SO NU
(3) HE SE
(5) SC BL
(3) MU RE
(3) PI GY
(5) PI EL
(3) PI GY
(3) MU RE
(2) MI VA
(3) SY ME
(2) PH SN
(1) PR RP
(1) PR RP
(3) PH SN
(2) MI VA
(3) SY ME
(3) CO AF
(3) MU RE
(3) PI GY
(3) PI EL
(3) SY OO
(1) AR TR
(3) PI EL
(3) PI GY
(4) MU RE
(3) PI GY
(3) SY OO
(2) CO AF
(3) CA OV
(3) PH DM
(3) CA OV
(5) DA BU
(3) CA OV
(3) PH DM
(5) SP HE
(5) SP HE
(1) SY AL
(1) CA IN
(1) CA IN
(2) JU BH
(3) MU RE
(3) MU RE
(3) EU CO
(1) JU BH
(1) JU BH
(5) PI DW
(1) JU BH
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
LP410
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
ENLARGEMENT
LANDSCAPE PLAN
MATCH LINE 409 MATCH LINE 411LP413
LP412
S
S S S S
SSSSS S
W W W W W W SSWWWSWWSWS
WWWWWW(2) AR TR
(3) AN WI
(3) PH DM
(3) AN WI
(3) AR TR
(3) BU WG
(3) EU CO
(1) TH GL
(1) TH GL
(2) AR TR
(5) AN WI
(3) BU WG
(3) PH MO
(3) AR TR
(6) MU RE
(3) PI GY
(5) SP HE
(3) PE KR
(1) PR PB
(1) PR PB
(3) PE KR
(6) HE SE
(3) EU CO
(2) RO MS
(3) AR TR
(3) AN WI
(1) EU GL
(2) EU FC
(3) PH DM
(3) AN WI
(2) AR TR
(3) MU RE
(2) EU FC
(5) AN WI
(2) AR TR
(2) RO MS
(1) EU GL
(3) PH MO
(3) AR TR
(3) PH DM
(3) SP HE
(5) PR RP
(3) AC MI
(4) RI AL
(3) RU FU
(3) NE PS
(3) PH DM
(6) SP HE
(4) RI AL
(3) AC MI
(3) RU FU(3) ER SU(3) NE PS
(5) AR CH
(3) PH DM
(3) JU BL (3) ER SU (3) ER SU
NATIVE PRAIRIE MIX
SOD
SPADE CUT EDGER
BENCH
TRASH RECEPTACLE
PET STATION
STOP SIGN
STREET LIGHT
STEEL EDGER
SIGHT TRIANGLES
NATIVE SOD BLEND
MATCH LINE
ENLARGEMENT
LANDSCAPE PLAN
LP411
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED FROM THE
CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED IN THE
PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND
CURB, MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL APPROVE
THE LOCATION AND SPECIES TO BE
PLANTED. FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A
HOLD ON CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT NOTE
KEY
LEGEND
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
MATCH LINE 408MATCH LINE 410LP413
LP412
(2) CR IN
(20) VE LI
(21) GA OD
(8) MA JO
(1) JU CC
(2) JU CC
(8) CO AF
(3) PR PB
(1) JU CC
(11) IR SW
(5) SA RA
(6) AC MI
(2) JU CC
(8) IR CE
(2) JU CC
(20) SE AC
(23) SE OR
(37) AL BE
(3) PR PB
(1) JU CC (19) EC PU
POTENTIAL FUTURE
ART OR URBAN
DESIGN ELEMENT,
TYP. FINAL DESIGN
AND LOCATIONS TBD
AND TO BE
APPROVED BY CITY.
(6) PO PB
(2) PR PB
(7) HE PA
(3) CE OC
5
%
M
A
X
5% M
A
X
5% MAX
5% MAX5% MAX+HP
+30"MAX
+30"MAX
(12) CO LA
(16) SE BE
DIRECTIONAL SIGNAGE
PER LUCASS STANDARDS
COLORED CONCRETE APRON
PER LUCASS STANDARDS.
DRYLAID STONE WALL.
SEE DETAIL.
4" WIDE LANDSCAPE
CURB, TYP. SEE DETAIL.
4" WIDE LANDSCAPE
CURB, TYP. SEE DETAIL.
STANDARD CONCRETE APRON
PER LUCASS STANDARDS.
SITE TRIANGLE AREA,
TYP.
GRADES SHOWN FOR
GENERAL INTENT
ONLY. FINAL GRADES
TO BE COORDINATED
W/ STONE WALL HTS.
TAPER GRADES TO FORM SMOOTH
TRANSITION AT HIGH POINT.
MAINTAIN POSITIVE DRAINAGE
AWAY FROM BACK OF WALL.
TAPER TOP OF WALL TO
BE 6" MAX ABOVE GRADE
AT BACK OF APRON
TAPER TOP OF WALL TO
BE 6" MAX ABOVE CURB
(2) PI NI
(3) PI BA
(3) MA RA
(9) RU FU
(2) PR PB
LOW-GROW NATIVE SEED
STABILIZED CRUSHER FINES
OR APPROVED EQUAL *
WOOD MULCH - CITY STANDARD
1.5" TAN RIVER ROCK MULCH
3-6" TAN RIVER COBBLE MULCH
COLORED CONCRETE PAVING
- DAVIS FLAGSTONE BROWN
COLORED CONCRETE PAVING
- DAVIS MESA BUFF
*USE OF CRUSHER FINES TO BE
APPROVED BY CITY OF FORT COLLINS
PARKS PRIOR TO INSTALLATION. COLOR
SELECTION TBD AT TIME OF SELECTION
OF BOULDER MATERIAL TO ALLOW FOR
VISUAL CONTRAST BETWEEN
MATERIALS. COLOR TO BE EARTH TONE
AND APPROVED BY CITY OF FORT
COLLINS PARKS. ALTERNATE MATERIAL
FOR CRUSHER FINES IS 3 4" TAN RIVER
COBBLE. TWO LAYERS OF CITY
APPROVED WEED BARRIER TO BE
INSTALLED UNDER ALL CRUSHER FINES
OR 3 4" TAN RIVER COBBLE.
(3) QU FA
(9) HE ST
(8) HE ST
(11) NA TE
(3) AR LU
(12) OE MA
(6) SC BL
(6) CA BM
(4) HE PA
(9) ER SU
(8) SA MN
(3) AR LU
(3) PR PB
(7) SC BL
GREENFI
E
L
D
S
D
R
I
V
E
6'-0"TYP.COLORED CONC MEDIAN
NOSE, TYP.
DOUBLE CURB PER
LUCASS STANDARDS
PEDESTRIAN CROSSING
PER LUCASS STANDARDS
STONE LANDSAPE BLOCKS, TYP.
LOCATE AS SHOWN. SEE DETAIL.
6" THICK X 18" WIDE COLORED
CONC BAND, TYP.
SINGLE CURB PER
LUCASS STANDARDS
100 YEAR FLOOD
PLAIN
4" WIDE LANDSCAPE
CURB, TYP. SEE DETAIL.
SITE TRIANGLE AREA,
TYP.
(8) NA TE
(5) OE MA
(4) HE ST
(5) HE ST
(4) SC BL (7) SA MN
(3) SC BL
(10) OE MA(6) ZA GA
(5) AL MG
(3) CA BM (3) SC BL
(3) AL MG
(4) AR LU
(6) PE RR
(3) PO PB
FRONTA
G
E
R
O
A
D
(1) AR LU6'-0"TYP.COLORED CONC MEDIAN
NOSE, TYP.
DOUBLE CURB PER
LUCASS STANDARDS
PEDESTRIAN CROSSING
PER LUCASS STANDARDS
STONE LANDSCAPE BLOCKS, TYP.
LOCATE AS SHOWN. SEE DETAIL.
6" THICK X 18" WIDE
COLORED CONC BAND, TYP.
SINGLE CURB PER
LUCASS STANDARDS SITE TRIANGLE AREA,
TYP.4" WIDE LANDSCAPE
CURB, TYP. SEE DETAIL.
ENLARGEMENT
LANDSCAPE PLAN
LP412
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH0 105 20
SCALE 1" = 10'
A PERMIT MUST BE OBTAINED
FROM THE CITY FORESTER
BEFORE ANY TREES OR SHRUBS
AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED
IN THE PUBLIC RIGHT-OF-WAY.
THIS INCLUDES ZONES BETWEEN
THE SIDEWALK AND CURB,
MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL
APPROVE THE LOCATION AND
SPECIES TO BE PLANTED.
FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF
FORT COLLINS CODE SUBJECT
TO CITATION (SECTION 27-31)
AND MAY ALSO RESULT IN
REPLACING OR RELOCATING
TREES AND A HOLD ON
CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT
NOTE
KEY
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
NORTHA - ROUNDABOUT
C - SOUTH MEDIAN
B - EAST MEDIAN
NORTH
ALL MEDIAN AND ROUNDABOUT
LANDSCAPE SHOWN ON THIS SHEET TO BE
MAINTAINED BY CITY OF FORT COLLINS.
ALL INSTALLED FEATURES TO MEET CITY
STANDARDS AND HAVE CITY APPROVAL
PRIOR TO INSTALLATION.
LP412
LEGEND
A B
C
LOW-GROW NATIVE SEED
STABILIZED CRUSHER FINES
OR APPROVED EQUAL *
WOOD MULCH - CITY STANDARD
1.5" TAN RIVER ROCK MULCH
3-6" TAN RIVER COBBLE MULCH
COLORED CONCRETE PAVING
- DAVIS FLAGSTONE BROWN
COLORED CONCRETE PAVING
- DAVIS MESA BUFF
*USE OF CRUSHER FINES TO BE
APPROVED BY CITY OF FORT COLLINS
PARKS PRIOR TO INSTALLATION. COLOR
SELECTION TBD AT TIME OF SELECTION
OF BOULDER MATERIAL TO ALLOW FOR
VISUAL CONTRAST BETWEEN
MATERIALS. COLOR TO BE EARTH TONE
AND APPROVED BY CITY OF FORT
COLLINS PARKS. ALTERNATE MATERIAL
FOR CRUSHER FINES IS 3 4" TAN RIVER
COBBLE. TWO LAYERS OF CITY
APPROVED WEED BARRIER TO BE
INSTALLED UNDER ALL CRUSHER FINES
OR 3 4" TAN RIVER COBBLE.
(3) QU FA
(2) NA TE
(9) PE RR
(5) CH NN
(9) SA MN
(6) SC BL
(2) PR PB
(5) AR LU
(3) SA MN
(16) ER SU
(15) OE MA
(6) CA BM
(6) NA TE(5) PO PB
(6) CH NN
(3) OP BA
(6) SC BL (3) OP BA
(3) HE PA
(7) SC BL
GREENFI
E
L
D
S
D
R
I
V
E6'-0"TYP.DOUBLE CURB PER
LUCASS STANDARDS
PEDESTRIAN CROSSING
PER LUCASS STANDARDS
STONE LANDSCAPE
BLOCKS, TYP. LOCATE AS
SHOWN. SEE DETAIL.
SINGLE CURB PER
LUCASS
STANDARDS
18" WIDE COLORED CONC
BAND, TYP.
4" WIDE LANDSCAPE
CURB, TYP. SEE DETAIL.
SITE
TRIANGLE
AREA, TYP.
(7) SP HE
(3) SP HE
(3) AC MI
(7) SC BL (4) CH NN
(12) AL MG (5) NA TE
(5) AC MI
(2) AR LU
(9) SC BL
(4) CA BM
(4) AL MG
(7) HE ST (2) PO PB
(12) PE RR
(4) AR LU
(8) NA TE
(5) PO PB
(8) AL MG
(6) OE MA
(4) ZA GA
(3) AR LU
(5) HE ST
(3) PR PB
(10) SA MN
(5) NA TE
(5) SC BL
(3) PO PB
FRONT
A
G
E
R
O
A
D
(7) SC BL
(6) SA MN
6'-0"TYP.DOUBLE CURB PER
LUCASS STANDARDS
PEDESTRIAN CROSSING
PER LUCASS STANDARDS
STONE LANDSCAPE
BLOCKS, TYP. LOCATE
AS SHOWN. SEE DETAIL.
SINGLE CURB PER
LUCASS STANDARDS
6" THICK X 18" WIDE
COLORED CONC BAND,
TYP. COLOR TBD.
4" WIDE LANDSCAPE
CURB, TYP. SEE DETAIL.
SITE TRIANGLE AREA,
TYP.
ENLARGEMENT
LANDSCAPE PLAN
LP413
R
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
R
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
NORTH
0 105 20
SCALE 1" = 10'
KEY
LP401
LP402
LP404
LP405LP407
LP406
LP409
LP410
LP408
LP411
LP403
LP413
A - NORTH MEDIAN
B - NORTH MEDIAN
C - WEST MEDIAN NORTHNORTHA
B
C
A PERMIT MUST BE OBTAINED
FROM THE CITY FORESTER
BEFORE ANY TREES OR SHRUBS
AS NOTED ON THIS PLAN ARE
PLANTED, PRUNED OR REMOVED
IN THE PUBLIC RIGHT-OF-WAY.
THIS INCLUDES ZONES BETWEEN
THE SIDEWALK AND CURB,
MEDIANS AND OTHER CITY
PROPERTY. THIS PERMIT SHALL
APPROVE THE LOCATION AND
SPECIES TO BE PLANTED.
FAILURE TO OBTAIN THIS PERMIT
IS A VIOLATION OF THE CITY OF
FORT COLLINS CODE SUBJECT
TO CITATION (SECTION 27-31)
AND MAY ALSO RESULT IN
REPLACING OR RELOCATING
TREES AND A HOLD ON
CERTIFICATE OF OCCUPANCY.
STREET TREE PERMIT
NOTE
ALL MEDIAN AND ROUNDABOUT
LANDSCAPE SHOWN ON THIS SHEET TO BE
MAINTAINED BY CITY OF FORT COLLINS.
ALL INSTALLED FEATURES TO MEET CITY
STANDARDS AND HAVE CITY APPROVAL
PRIOR TO INSTALLATION.
LEGEND
LANDSCAPE
DETAILS
LP501
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTION
2X
ROOT BALL DIAMETER
120°
120°
PRUNING NOTES:
1.ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS.
2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS,
CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND
LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL
BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
STAKING NOTES:
1.STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING
SEASON.
a.1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W.
SIDE).
b.1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR
PREVAILING WIND SIDE AND 180° FROM THAT SIDE).
c.3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM.
2.WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO
KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE
LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES
FROM WIRE.
TREE PLANTING DETAIL
SCALE: 3/16" = 1'-0"
1
2
3
4
5
6
7 14
13
12
11
10
9
8
PLACE MINIMUM 1/2" PVC PIPE AROUND
EACH WIRE, EXPOSED WIRE SHALL BE
MAXIMUM 2" EACH SIDE
6'-0"UNTREATED WOOD POST, MINIMUM
1.5" DIAMETER, ALL SHALL BE DRIVEN
OUTSIDE ROOTBALL AND IN
UNDISTURBED SOIL
TREE WRAP TO BE INSTALLED ONLY
FROM OCTOBER 1 THROUGH APRIL 30,
DECIDUOUS ONLY, WRAP FROM BASE
OF TRUNK TO BOTTOM LIMB
PLANT TREE SO THAT TOP MOST
MAJOR ROOT IS 1"-2" ABOVE FINISHED
GRADE
2'-0" RADIUS MULCH RING, CENTERED
ON TRUNK, 3" DEPTH, DO NOT PLACE
MULCH IN CONTACT WITH TREE TRUNK,
FINISHED GRADE REFERENCES TOP OF
MULCH
1:1 SLOPE ON SIDES OF PLANTING
HOLE
ROPES AT TOP OF ROOTBALL SHALL BE
CUT, REMOVE TOP 1/3 OF BURLAP,
NON-BIODEGRADABLE MATERIAL SHALL
BE TOTALLY REMOVED
GROMMETED NYLON STRAPS
GALVANIZED WIRE, MINIMUM 12 GAUGE
CABLE,TWIST WIRE ONLY TO KEEP
FROM SLIPPING
4-6" HIGH WATER SAUCER IN NON-TURF
AREAS
BACKFILL WITH BLEND OF EXISTING
SOIL AND A MAXIMUM 20%, BY VOLUME,
ORGANIC MATERIAL, WATER
THOROUGHLY WHEN BACKFILLING
2'-0" STEEL T-POST, ALL SHALL BE
DRIVEN BELOW GRADE AND OUTSIDE
ROOTBALL IN UNDISTURBED SOIL
PLACE SOIL AROUND ROOT BALL
FIRMLY, DO NOT COMPACT OR TAMP,
SETTLE SOIL WITH WATER TO FILL ALL
AIR POCKETS
PLACE ROOT BALL ON UNDISTURBED
SOIL TO PREVENT SETTLEMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
PLAN VIEW - THREE STAKES
P
R
E
V
A
I
L
I
N
G
W
I
N
D
PERENNIAL PLANT LAYOUT
SCALE: 1" = 1'-0"
ON CENTER SPACING
NOTES:
1.WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE
PLANTS ARE MASSED.
SPECIFIED MULCH, REFER TO
MATERIAL SCHEDULE, SHEET
L-XXX
AMENDED PLANTING BED
TILLED TO A DEPTH OF 6"
CENTER OF PLANT
1
2
3
1
2
3
SECTION
PLAN PLAN ON CURVE
NOTE:
1.BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED.
2.CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT
FROM ITS CONTAINER.
3.ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE
FINISH GRADE OF THE MULCH LAYER.
4.DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER.
5.PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20%
OF LIMBS.
SHRUB PLANTING
SCALE: 1 1/2" = 1'-0"
SET SHRUB ROOT-BALL 1"
HIGHER THAN FINISH GRADE
FINISH GRADE (TOP OF
MULCH)
SPECIFIED MULCH
TILL IN SPECIFIED SOIL
AMENDMENT TO A DEPTH OF
8" IN BED
BACKFILLED AMENDED SOIL
UNDISTURBED SOIL
1
2
3
4
5
6
2X CONTAINER
WIDTH
1X CONTAINER
HEIGHT
3
4
5
6
2
1
TREE PROTECTION
SCALE: 1/8" = 1'-0"
ROOT PROTECTION ZONE
VARIES PER TREE SIZE
EXTENDS FROM DRIPLINE TO DRIPLINE
KEEP OUT
TREE PROTECTION
AREA
1 2
3
TRUNK PROTECTION - 1"
BOARDS NO LESS THAN 5'
LONG OR TO REACH FIRST
SCAFFOLD BRANCH. WIRE TO
HOLD BOARDS IN PLACE, NO
NAILS PERMITTED. INCLUDE
WRAPPING OF BURLAP UNDER
BOARDS.
BRANCH PROTECTION -
PROTECT LOWER BRANCHES
OF TREE CANOPY. PROVIDE
CONSTRUCTION FENCING OR
EQUAL AT DRIPLINE MINIMUM.
PLACE SIGNS EVERY 50', PLACE
SIGNS WHERE VISIBLE,
ATTACH TO FENCING.
1
2
3
NOTES:
1.TREES TO BE PROTECTED AND PRESERVED SHALL BE IDENTIFIED ON THE TRUNK WITH WHITE SURVEY TAPE.
GROUPING OF MORE THAN ONE TREE MAY OCCUR.
2.TO PREVENT ROOT SMOTHERING, SOIL STOCKPILES, SUPPLIES, EQUIPMENT OR ANY OTHER MATERIAL SHALL NOT BE
PLACED OR STORED WITHIN THE DRIP LINE OR WITHIN 15 FEET OF A TREE TRUNK, WHICHEVER IS GREATER.
3.FENCING MATERIAL SHALL BE SET AT THE DRIP LINE OR 15 FEET FROM TREE TRUNK, WHICHEVER IS GREATER, AND
MAINTAINED IN AN UPRIGHT POSITION THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES.
4.FENCING MATERIAL SHALL BE BRIGHT, CONTRASTING COLOR, DURABLE, AND A MINIMUM OF FOUR FEET IN HEIGHT.
5.TREE ROOTS SHALL NOT BE CUT UNLESS CUTTING IS UNAVOIDABLE.
6.WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN SHARP CUT SHALL BE MADE TO AVOID SHREDDING OR SMASHING.
ROOT CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. ROOTS SHALL BE CUT NO MORE THAN 1/3 OF THE RADIUS
FROM DRIPLINE TO TRUNK. WHENEVER POSSIBLE, ROOTS SHOULD BE CUT BETWEEN LATE FALL AND BUD OPENING,
DURING DORMANCY PERIOD. ROOT STIMULATOR SHALL BE APPLIED TO CUT ROOTS. EXPOSED ROOTS SHALL BE
COVERED IMMEDIATELY TO PREVENT DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL OR BURLAP AND KEPT
MOIST.WATERING OF PROTECTED TREES IN WHICH ROOTS WERE CUT SHALL BE PROVIDED BY THE CONTRACTOR.
7.WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN SHARP CUT SHALL BE MADE TO AVOID SHREDDING OR SMASHING.
ROOT CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. WHENEVER POSSIBLE, ROOTS SHOULD BE CUT BETWEEN
LATE FALL AND BUD OPENING, DURING DORMANCY PERIOD. EXPOSED ROOTS SHALL BE COVERED IMMEDIATELY TO
PREVENT DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL OR BURLAP AND KEPT MOIST.WATERING OF
PROTECTED TREES IN WHICH ROOTS WERE CUT SHALL BE PROVIDED BY THE CONTRACTOR.
8.ANY GRADE CHANGES (SUCH AS THE REMOVAL OF TOPSOIL OR ADDITION OF FILL MATERIAL) WITHIN THE DRIP LINE
SHOULD BE AVOIDED FOR EXISTING TREES TO REMAIN. RETAINING WALLS AND TREE WELLS ARE ACCEPTABLE ONLY
WHEN CONSTRUCTED PRIOR TO GRADE CHANGE.
SIGN
TURFGRASS OR DYLAND SEED
IRRIGATION HEADS SHOULD BE
LOCATED ADJACENT TO MULCH
BEDS, OFFSET HEAD INTO
GRASS AREA TO ENSURE
STABLE SUPPORT
PLANTING BED
VERTICAL SPADE CUT EDGE
FILLED WITH SPECIFIED
MULCH, TAPER EDGE OF BED
SO MULCH IS DEEPER AGAINST
SPADED EDGE
SPECIFIED DEPTH OF MULCH,
TYPICALLY WOOD MULCH 3"-4"
DEEP
1
2
3
4
5
SPADE CUT EDGE
SCALE: 1/2" = 1'-0"
21
54
3
1 2
3 4
5 RAILROAD SEPARATION FENCE6
NOTE:
1.FENCE TO BE 3' HEIGHT,
SEMI-TRANSPARENT DESIGN.
FENCE TO BE BROKEN BY
LANDSCAPE BUFFER IN SOME
LOCATIONS TO BREAK LONG PLANE
OF FENCING. SEE PLANS FOR
CONCEPTUAL LOCATION
2.FENCING DESIGN MAY VARY IN
MATERIAL AND LEVEL
TRANSPARENCY.
3.FENCING DESIGNS SHOWN AREA
CONCEPTUAL. FINAL FENCING
DESIGN AND MATERIALS TBD IN
FINAL DESIGN.
4.FENCE TO BE LOCATED PER PLANS
AND COORDINATION WITH TRAIL,
TOPOGRAPHY AND RAIL
LOCATIONS AND CONSTRAINTS.TYPE A TYPE B TYPE C
ROUNDABOUT
DETAILS
LP502
OWNER:
DATE:
SHEET TITLE:
OWNER:
DATE:
SHEET TITLE:CHECKED BY:DRAWN BY:BLOOM - FILING ONEBASIC DEVELOPMENT PLAN (BDR)FORT COLLINS COHARTFORD ACQUISITIONS
4801 GOODMAN RD.
TIMNATH, CO
80547
ZMKS08/18/21 PDP#1
11/10/21 PDP#2
01/19/22 PDP#3
03/30/22 BDR#4
06/01/22 BDR#5
07/13/22 BDR#6
08/17/22 BDR#7
09/14/22 BDR#8
244 North College Avenue #130
Fort Collins, Colorado 80524
P 970.409.3414
www.norris-design.com
NOT FOR
CONSTRUCTIONVARY HEIGHTS, 12-30"ABOVE CURB,MULCH PER PLAN
6"BURY BOULDER 6" MIN. BELOW
ADJACENT FINISHED GRADE
SEE PLAN FOR SIZING AND
LOCATIONS. BUFF SANDSTONE
BOULDER.6"TOP SURFACE OF BOULDERS
WITHIN SIGHT TRIANGLES SHALL BE
12" MAX. ABOVE SPLASH BLOCK
NOTES:
BOULDERS SHALL NOT BE PLACED WITHIN 2 FT. OF BACK OF
CURB. SEE PLAN FOR LOCATION AND SIZING.
COMPACTED
SUBGRADE
LANDSCAPE FABRIC, TYP.
EXTEND 6" BEYOND
BOULDER ON ALL SIDES.
BOULDER
SCALE: 1" = 1'-0"
NOTES:
1.OBTAIN COBBLE MATERIALS FROM SAME SOURCE AND MAINTAIN HIGH DEGREE OF CONSISTENCY IN
WORKMANSHIP THROUGHOUT THE PROJECT.
2.REFER TO LANDSCAPE PLANS FOR GENERAL MULCH TYPE LAYOUTS AND PATTERN.
3.SUBMIT SAMPLES OF EACH TYPE, COLOR AND SIZE OF MULCH INDICATED AND WEED BARRIER FOR REVIEW
AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLING ANY MATERIAL ONSITE.
4.PLACE LARGER 8-12" COBBLE TO BREAK UP SMOOTH CURVES WHERE WOOD MULCH ABUTS COBBLE MULCH.
HAND PLACED AS ACCENTS FOR VISUAL INTEREST AND TO SEPARATE ABUTTING ORGANIC AND SMALLER
COBBLE MULCHES. VARY SIZE OF LARGER COBBLE AND DO NOT PLACE IN CONTINUOUS LINE.
5.CONTRACTOR TO LAYOUT A MIN 100 SF SECTION OF COMPLETE MULCH BED. FOR APPROVAL BY OWNER'S
REPRESENTATIVE PRIOR TO PLACING REMAINING MULCH. UPON APPROVAL, RETAIN MOCK UP SERVE AS
GUIDE WHICH REMAINING WORK WILL BE MEASURED AGAINST FOR COMPLIANCE WITH THE DRAWINGS.
MOCK UP MAY REMAIN AS PART OF WORK OR CAN BE REMOVED WHEN NO LONGER REQUIRED FOR
COMPARISON WITH FINISHED WORK.
6.RIVER ROCK COBBLE TO BE TAN IN COLOR. CONTRACTOR TO SUBMIT SAMPLE(S) OF RIVER ROCK COBBLE IN
EACH SIZE, PRIOR TO PLACING ROCK.
7.8" to 12" RIVER COBBLE, LARGER STONE SHALL BE PLACED FIRST, TO BE EMBEDDED, MINGLED AND SETTLED
WITH THE SMALLER COBBLE, RATHER THAN LOOSELY DUMPED.
HAND PLACED 8"-12" COBBLE. VARY EDGES
THAT SEPARATE COBBLE AND WOOD MULCH.
3"- 6" COBBLE
3" DEPTH MIN. WOOD MULCH, FOR PERENNIALS,
GRASSES, AND SHRUB PLANTINGS PLACED
WITHIN COBBLE MULCHES
EXTEND ALL MULCH
TYPES AT FULL DEPTH TO
BACK OF CURB
PLANT
MATERIAL, TYP.
MULCH DETAIL
SCALE: 1" = 1'-0"
WOOD MULCH
BACK OF SINGLE
OR DOUBLE CURB
MEDIAN WIDTH
VARIES, SEE
PLANS
12-18"
NOTES:
1.SIGHT DISTANCE TRIANGLE, BOULDERS AND PLANTS LOCATED WITHIN THE SIGHT DISTANCE TRIANGLE SHALL NOT EXCEED 12" IN HEIGHT FROM TOP OF CURB. SEE PLANS
FOR SIGHT DISTANCE TRIANGLE AREA.
2.CONTRACTOR SHALL SUBMIT PHOTOS OF BOULDERS AT QUARRY FOR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE PRIOR TO DELIVERY TO PROJECT SITE.
INCLUDE AN EXTENDED TAPE MEASURE PLACED NEXT TO BOULDER IN PHOTO FOR SCALE.
3.OWNER'S REPRESENTATIVE SHALL REVIEW AND APPROVE BOULDER LOCATIONS PRIOR TO PLACEMENT. LOCATIONS SHOULD BE STAKED FOR REVIEW.
4.BOULDERS SHALL BE APPRX. 2' TO 4' IN LENGTH, SEE LANDSCAPE PLANS FOR BOULDER SIZE AND LOCATIONS.
5.VERTICAL JOINTS BETWEEN BOULDERS SHALL NOT EXCEED 1". STONE CHINKING IS NOT ACCEPTABLE.
6.BOULDERS TYPE SHALL BE SANDSTONE, DAMAGED/SCARRED BOULDERS MAY BE REJECTED BY OWNER'S REPRESENTATIVE.
7.PLACE SANDSTONE BOULDERS ON COMPACTED STRUCTURAL SOIL (NON-TOPSOIL).
8.PLACE BOULDERS WITH FLATTEST SIDE UP AND MOST ATTRACTIVE FACE (AS DETERMINED BY OWNER'S REPRESENTATIVE) FACING ACTIVITY AREAS. TOP SURFACE OF
BOULDER SHALL BE FLAT AND SLIGHTLY SLOPED FOR DRAINAGE.
9.SECTION SHOWN IS CONCEPTUAL AND DOES NOT DEPICT ANY ACTUAL SPECIFIC PORTION OF THE SITE
TREE AND SHRUB PLANTING, RE:
LANDSCAPE PLANS
PLACE SANDSTONE BOULDERS ON
COMPACTED STRUCTURAL SOIL
UNDERDRAIN RE:
CIVIL
EXISTING / PROPOSED
ROADWAY
STRUCTURAL BACKFILL (CLASS 1)
'RIDGE' TO ACCOMMODATE EACH
SANDSTONE BOULDER PLACEMENT,
RE: BOULDER AND MULCHES PLAN
SINGLE OR DOUBLE
CURB, SEE PLANS.
AMENDED TOPSOIL, FIRM SOIL TO MINIMIZE
SETTLEMENT. PLACED IN REMAINING AREAS
NOT BACKFILLED WITH COMPACTED
STRUCTURAL BACKFILL. REVIEW REQUIRED
LEVEL OF SOIL FIRMING WITH PROJECT
MANAGER.
12" MAX.
(WITHIN SIGHT
DISTANCE
TRIANGLE)
FILTER MATERIAL RE:
CIVIL
DEPTH OF
UNDERDRAIN
VARIES RE:
CIVIL
VARIES FROM
12"-30" ABOVE
TOP OF CURB,
SEE PLANS
LANDSCAPE FABRIC, TYP.
EXTEND 6" BEYOND BOULDER
ON ALL SIDES.
SANDSTONE BOULDER,
BEYOND; TYP.
WOOD MULCH OR COBBLE, RE:
BOULDER AND MULCHING PLANS
IRRIGATION MAINLINE - SEE
IRRIGATION PLANS
MEDIAN SECTION
SCALE: 1" = 1'-0"
12"
LANDSCAPE CURB
SCALE: NTS
ADJ LANDSCAPE
TOPSOIL
CIP CONC
#4 REBAR CONT 3" CLR
COMPACTED SUBGRADE
GRAVEL SUBBASE
1
2
3
4
5
6
1
2
3
5
6
4
4"
R1" TYP
FG
2" MAX
1
2
3
4
STONE LANDSCAPE WALL CONCEPT
SCALE: 1/4" = 1'-0"5