HomeMy WebLinkAboutUNION PARK - FDP240004 - SUBMITTAL DOCUMENTS - ROUND 1 - ECS Report
EROSION CONTROL REPORT
FOR
Union Park
Prepared by:
Highland Development Services
6355 Fairgrounds Ave, Suite 200
Windsor, Colorado 80550
Phone: 970.674.7550
Prepared for:
Landmark Real Estate Holdings, LLC
6341 Fairgrounds Ave, Suite 100
Windsor, Colorado 80550
Office: 970.460.0567
April 10, 2024
Job Number 21-1044-00
6355 FAIRGROUNDS AVE, SUITE 200, WINDSOR, COLORADO 80550 | PHONE 970.674.7550
April 10, 2024
City of Fort Collins Utilities – Stormwater Department
700 Wood Street
Fort Collins, CO 80522
RE: Erosion Control Report/Stormwater Management Plan for Union Park
Fort Collins Stormwater Department,
We are pleased to submit for your review, this Erosion Control Report/Stormwater
Management Plan for the Union Park development. This report provides the City with an
erosion control plan for the proposed development that addresses the topics outlined in the
City Erosion Control Report Requirements. This plan mimics the State of Colorado General
Permit and Stormwater Management Plan requirements.
I appreciate your time and consideration in reviewing this submittal. Please call if you have any
questions.
Sincerely,
Highland Development Services
Jason Claeys
Page i
TABLE OF CONTENTS
Table of Contents ............................................................................................................................. i
General Description and Location .................................................................................................. 1
Site Description and Location ...................................................................................................... 1
Site Soils ....................................................................................................................................... 1
BMPs for Stormwater Pollution Prevention ................................................................................... 5
Erosion and Sediment Controls ................................................................................................... 5
Materials Handling and Spill Prevention ..................................................................................... 7
Stormwater Management Controls .............................................................................................. 10
Identification of Potential Pollution Sources ............................................................................. 10
Final Stabilization and Long-term Stormwater Management ...................................................... 12
Inspection and Maintenance ........................................................................................................ 13
SWMP Implementation................................................................................................................. 14
Appendix ....................................................................................................................................... 15
Appendix A – BMP Details ........................................................................................................... A
Appendix B – Vicinity Map and Drainage & Erosion Control Plans ............................................. B
Appendix C – Construction Sequence ......................................................................................... C
Appendix D – Erosion Control Escrow Calculation ...................................................................... D
Appendix E – Soil Information ..................................................................................................... E
Appendix F – City of Fort Collins Standard Erosion Control Notes...............................................F
Page 1
GENERAL DESCRIPTION AND LOCATION
SITE DESCRIPTION AND LOCATION
The Union Park property is located in the Southeast Quarter of Section32, Township 7 North,
Range 68 West of the Sixth Principal Meridian, City of Fort Collins, County of Larimer, State of
Colorado. More specifically, the Union Park property is located north of the Front Range Village
(FRV) commercial area, east of the Affinity residences, south of the English Ranch residential
subdivision, and west of Ziegler Road.
The project site is approximately 32.78 acres currently and is undeveloped agricultural and rural
residential land, with one residence and multiple outbuildings. The site appears to be mostly
vegetated with grass harvested for livestock feed. The site generally slopes from the west to the
east at about 0.7% slope.
The property is anticipated to be a high-density multi-use development, mainly multi-family
residential, with retail space and supporting amenities according to the approved Ziegler-
Corbett Overall Development Plan (ODP), the approved Preliminary Development Plan (PDP)
and Harmony Corridor District/Plan per the City’s Land Use Code.
The Union Park property is located within the City’s Fox Meadows Drainage Basin. In addition to
the City of Fort Collins Stormwater Design Standards, drainage requirements are also described
in both the “Final Drainage and Erosion Control Study for Front Range Village,” prepared by
Stantec Consulting Inc., dated February 2007, and the “Final Drainage Report for Affinity Fort
Collins,” prepared by JR Engineering, LLC, dated March 2, 2016.
No City or FEMA floodplains/floodways are located within the Union Park property.
SITE SOILS
The Union Park project site consists primarily of Nunn clay loam (0 to 1 percent slopes) that is
classified as Type-C hydrologic group. According to USDA/Natural Resource Conservation
“Group, Type C soils have 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.”
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Per the “Preliminary Geotechnical Subsurface Exploration Report, Proposed Ziegler-Corbett
Mixed-Use Development”, prepared by Soilogic, Inc., dated April 4, 2022:
“approximately 4 to 6 inches of vegetation and topsoil was encountered at the surface at the
boring locations, underlain by brown/beige/rust lean clay with varying amounts of sand which
varied to clayey sand in places. The apparently-natural lean clay/clayey sand varied from soft to
hard in terms of consistency or from very loose to medium dense in terms of relative density,
typically exhibited no to low swell potential at in-situ moisture and density conditions (however
one sample of sandy lean clay obtained from boring B-2 at a depth of about 9 feet below ground
surface exhibited moderate swell potential) and extended to the bottom of each of the borings
at a depth of approximately 15feet below present site grades.”
“Groundwater was observed during the subsurface soil exploration: “Groundwater was not
encountered in borings B-1, B-2, B-3 or B-5 to the depths explored (about 15 feet below ground
surface), but was measured at a depth of about 15 feet below ground surface in boring B-4
when checked immediately after completion of drilling. When checked about five (5) days after
drilling, borings B-1, B-2 and B-5 remained dry to the approximate depth explored, while
groundwater was measured at a depth of about 14 feet below ground surface at the locations
of borings B-3 and B-4 at that time. Groundwater information is indicated in the upper right-
hand corner of the attached boring logs.”
“Groundwater levels will vary seasonally and over time based on weather conditions, site
development, irrigation practices and other hydrologic conditions. Perched and/or trapped
groundwater conditions may also be encountered at times throughout the year. Perched water
is commonly encountered in soils overlying less permeable soil layers and/or bedrock. Trapped
water is typically encountered within more permeable zones of layered soil and bedrock
systems. The location and amount of perched/trapped water can also vary over time.”
SOIL TYPE PERCENT OF
SITE
HYDROLOGIC
SOIL GROUP1
K
FACTOR2
WIND
GROUP3
Nunn clay loam, 0-1% slopes 31.1% C 0.32 6
Nunn clay loam, 1-3% slopes 2.3% C 0.28 6
1Hydrologic soil groups range from A to D with group A having a high infiltration rate and D having a very
slow infiltration rate
2K factors range from 0.02 to 0.69. The higher value, the more susceptible the soil is to sheet and rill
erosion by water.
3Soils assigned to wind group 1 are the most susceptible to wind erosion, soils assigned to wind group 8
are the least susceptible.
Overall, the soils on site can be classified as moderately erodible and thus the project must
3
implement an adequate erosion control strategy to control sediment migration from leaving
the site. Please refer to Appendix E for the detailed on-site soil information from the NRCS Soil
Survey of Larimer County.
The anticipated sequence of construction shall progress as follows:
1) Installation of perimeter and offsite erosion control measures (mainly outlet
protection at the detention pond outlet structures). Other measures as required
for erosion control will be constructed throughout the project.
2) Clearing, stripping, stockpiling, and grading
3) Utility installation
4) Sub-grade preparation for the parking areas, drives and sidewalks
5) Curb, gutter, and sidewalks
6) Paving
7) Building construction (this may occur simultaneously with items 5 through 7)
8) Final grading and landscaping. All disturbed ground will be impervious (concrete,
asphalt, or building), seeded and mulched, sodded or xeriscaped to permanently
stabilize the site.
The run-off coefficients associated with this project for onsite sub-basins are as follows:
TRIBUTARY
BASIN
AREA
(acres)
RUNOFF
COEFFIECENT
C2 C100
A 2.56 0.29 0.36
B 8.99 0.81 1.00
C 4.69 0.77 0.97
D 7.09 0.80 1.00
E 8.43 0.73 0.91
Total 31.75 0.74 0.92
No outside sources of pollution currently exist on this site. Potential pollutant sources brought
onto the site during construction will be discussed (along with spill prevention) below. The
anticipated non-stormwater components of discharge with this project are landscape irrigation
return flows. Runoff from the site will flow toward detention Pond 298c via private drives,
inlets, and storm sewer pipes. Stormwater detention and water quality enhancement are
achieved through the use of detention Pond 298a, Pond 298b, Pond 298c, LID B, LID C, and LID
D.
4
Four-Phase Erosion and Sediment Control Plan
The proposed plans include a 4-phase Erosion and Sediment Control Plan that has been
developed in accordance with State recommendations. The plan outlines the installation and
phasing of erosion and pollution control BMPs during construction, and the permanent BMPs to
remain. The 4-phase plan is a set of snapshots in time, that show the following phases:
Phase 1, Grading Phase – BMPs for perimeter controls prior to clearing and grading
Phase 2, Infrastructure Phase – BMPs for utility, paving, curb and gutter during all
phases of construction (temporary construction BMPs)
Phase 3, Vertical Construction Phase – BMPs for individual lot construction
Phase 4, Post construction and final stabilization (permanent BMPs and permanent
stormwater quality BMPs)
5
BMPS FOR STORMWATER POLLUTION PREVENTION
EROSION AND SEDIMENT CONTROLS
STRUCTURAL PRACTICES: Structural practices for the site will consist mainly of vehicle tracking
pads, concrete washout areas, temporary sediment basins, inlet protection, culvert protection,
silt fencing, and rock socks which are described in detail in the following paragraphs. Detail
drawings of these BMPs are also included in Appendix A. These BMPs are expected to change
as the construction progresses and it is the responsibility of the contractor to ensure
appropriate BMPs are in place and/or removed at the appropriate time in the construction
sequence. All temporary and permanent erosion and sediment control practices must be
maintained and repaired as needed to assure continued performance of their intended
function. All BMPs shall be inspected and repaired or replaced as described further in this
report and as required to satisfy the conditions of the Permit.
Project is anticipated to be constructed in 5 phases, with Phase A representing the site overlot
grading, and back bone infrastructure including the utilities, storm drain, detention ponds, and
private drives. Importing and stockpiling the additional soil needed for the project and the
overlot grading will occur in Phase A. Phase A will install the overall perimeter controls and the
remaining Phases B, C, D, and E will install perimeter controls as it pertains to the limits of
construction and individual construction entrances/vehicle tracking pads and concrete wash
out areas. Refer to the included phasing plan for the limits of each construction phase. Phases
may be combined sequentially as necessary.
Refer to Erosion & Sedimentation Control Plans for detailed BMP sequencing and maintenance
plans for the project through all stages of construction.
Soil stockpiles should be kept below the locally mandated maximum height and surrounded
with silt fencing or other acceptable means. If the storage of these soils is going to be for an
extended period of time, then consider temporarily seeding the soil to minimize soil loss to
wind and water erosion. Per the City of Fort Collins Stormwater Criteria Manual:
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
6
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.
Vehicle tracking pads are intended to trap mud and sediment within coarse grain material and
provide clean access to public roadways. Wherever construction vehicle access routes intersect
paved public roads a vehicle tracking control pad shall be installed to minimize the transport of
sediment (mud) by runoff or vehicles tracking onto the paved surface. Pads shall be maintained
and refurbished when necessary to obtain their intended result.
Concrete washout area is intended to contain washout liquids and solids that result from the
cleaning of concrete trucks and pumps. Washouts should be placed near the area where the
concrete is being poured and 50 ft from any stormwater or drainage course.
Three below grade infiltration galleries are proposed for the site to meet Low Impact
Development requirements for water quality treatment. These galleries are located in open
space areas. Upstream protection will be necessary to protect the galleries from receiving
significant amount of sediment during construction and prior to the contributing basins being
well established with vegetation. It is recommended that post construction the infiltration
galleries are inspected and any accumulated sediment be removed prior to transferring
ownership to the homeowner association.
Inlet protection, silt fencing, and rock socks prevent sediment from entering storm drainage
systems prior to permanent stabilization of the disturbed site area via ponding and settling of
sediment. Rock socks or gravel bags shall be placed at existing and proposed inlets on and near
the site as inlet protection. Inlet protection must be inspected and maintained after every
rainfall event that produces runoff. Sediment must be removed and rocks repaired/replaced.
Silt fencing and rock socks will also be used as perimeter protection at the toe of slopes and
landscaped areas. Silt fencing and rock socks shall be installed immediately upon completion of
over-lot grading.
NON-STRUCTURAL PRACTICES: All low sloped areas exposed during land disturbing activity
(stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation or other permanent
erosion control is installed.
All steep sloped areas exposed during land disturbing activity (stripping, grading, utility
installations, stockpiling, filling, etc.) shall have slope protection. The contractor shall use a
"tracked" vehicle, run perpendicular to slope so that the tracking runs on the contour to inhibit
rill/gully erosion; the contractor may use other windrow-type methods as necessary.
7
No soil shall remain exposed by land disturbing activity for more than thirty (30) days. At that
time temporary or permanent erosion control seed/mulch, landscaping, etc. is required.
Additional Non-Structural Practices are strongly encouraged such as minimizing the disturbance
of soils and vegetation, providing educational materials on disposal /recycling, spill prevention /
clean up, identification and elimination of illicit discharges, promotion of street sweeping and
the development of public education programs.
THE CONTRACTOR SHALL ADD ANY AND ALL BMP’S AND DETAILS NEEDED FOR
SEDIMENT/EROSION CONTROL.
MATERIALS HANDLING AND SPILL PREVENTION
Potential impacts from significant materials and their handling are as follows:
Chemicals, cleaning substances, and petroleum products related to the construction will be
stored within the construction trailer or storage shed where it will not be in contact with
precipitation. No storage of these materials will be allowed outside.
Fueling and maintenance of equipment shall take place at the construction staging area.
Fueling will be accomplished with fueling trucks on an as needed basis. Absorbent (kitty litter)
will be in the construction trailer and applied on any spill immediately and the dry material
disposed of properly and legally.
All construction waste shall be disposed of in the available dumpsters throughout the workday.
Liquid wastes will be hauled off site and disposed of properly and legally.
Any cleaning or maintenance of small equipment will be required to be done within a
containment device (horse trough or small “kiddy pool”) and the liquid disposed of properly
and legally.
In the event of any spill, the SWMP Administrator shall be immediately notified.
Spills can be broken into three categories. Their definitions and the procedures required to
address the spills are as follow:
MINOR SPILL – A spill generally of less than 5 gallons which is unlikely to reach adjacent waters
(i.e. equipment leak).
Procedure:
a. Stop the source of the spill.
8
b. Contain the spillage.
c. Contact the SWMP Administrator.
d. Clean up the spill with on-site absorbent material (kitty litter)
e. Dispose of the dry material properly or legally.
f. Document the spill and the response in the SWMP including dates and times –
verify that the pollutants are completely cleaned up.
g. Include incident in the following training meeting.
h. Provide information to the City of Fort Collins at the next regular inspection.
SIGNIFICANT SPILL – A spill of pollutants or oils of any size that will likely or has reached
adjacent waters, may endanger health or the environment, or which may exceed a water
quality standard.
Procedure:
a. Stop the source of the spill.
b. Contain the spillage.
c. Contact the SWMP Administrator.
d. Clean up the spill with on-site absorbent material (kitty litter)
e. Dispose of the dry material properly or legally.
f. Document the spill and the response in the SWMP – verify that the pollutants
are completely cleaned up.
g. Notify the City of Fort Collins (970) 221-6700 and the Colorado Department of
Public Health and Environment spill reporting line (877) 518-5608 of the spill.
h. Notify the same two entities above with a written submission (outlined within
the permit) within 5 calendar days.
i. Include incident in the following training meeting.
HAZARDOUS SPILL – A spill of a dangerous substance requiring expert cleanup.
Procedure:
a. Secure the area – do not approach the spill.
b. Offer first aid to any injured parties.
c. Call 911 and describe the nature of the spill and any injuries.
9
d. If possible, isolate downstream areas from the spill (for example, cover an inlet
that is downstream and a safe distance from the spill with plastic and soil).
e. Contact the SWMP Administrator.
f. Document the spill and the response in the SWMP
g. Notify the City of Fort Collins (970) 221-6700 and the Colorado Department of
Public Health and Environment spill reporting line (877) 518-5608 of the spill.
h. Notify the same two entities above with a written submission (outlined within
the permit) within 5 calendar days.
i. Include incident in the following training meeting.
10
STORMWATER MANAGEMENT CONTROLS
IDENTIFICATION OF POTENTIAL POLLUTION SOURCES
The permit identifies 13 potential sources that must be evaluated for their potential to
contribute pollutants to stormwater discharge. These items have been evaluated below for this
project:
1. Disturbed and stored soil – YES – The construction will require that areas be
disturbed exposing soil including foundation construction, paving and repaving,
slope construction, and utility installation, and demolition required as shown on
the plans. BMPs will include silt fence and sediment control logs and inlet
protection on existing and proposed inlets, minimizing disturbance of existing
vegetation and hard surfaces, and slope roughening and tracking of slopes after
disturbance and prior to landscaping, paving, or building will be implemented.
2. Vehicle tracking of sediment – YES – The construction will require that subgrade
be prepared for pavement and that vehicles drive on unpaved surfaces to the
proposed buildings and utility improvement locations. BMPs will include a policy
that vehicles be clean prior to entering the site and, if they become muddy
during construction or earthwork activities, mud is removed by hand from the
vehicle prior to departing the site in an area near the vehicle tracking pad. Any
soil that is tracked from the site is to be disposed of in the trash dumpster by
sweeping or scraping the material off the street. Any muddy vehicle will use the
vehicle tracking pad prior to leaving the site.
3. Management of contaminated soil – NO – To our knowledge, there is not any
existing soil contamination on-site.
4. Loading and unloading operations – YES – Chemicals and petroleum products
will be brought to the site. Anytime these are being transported, they will be in
a sealed container.
5. Outdoor storage activities – YES – Inert materials such as wood and stone will be
stored outside and will likely be covered with tarps or plastic but are not
pollutant sources and are not covered by the permit. Chemicals and petroleum
products will be stored within the construction trailer or storage shed. Cement
and mortar bags (if not contained in a vehicle or storage shed) will be completely
covered with plastic to avoid contact with precipitation.
6. Vehicle and equipment maintenance and fueling – YES – Vehicle maintenance
11
and fueling, associated with construction of the proposed improvements, will
take place. No fuel will be stored on site.
7. Significant dust or particulate generating processes – YES – Most of the site will
be exposed from the over-lot grading of the project. In order to control the dust
or particulate generating process a water truck or similar watering device will be
available at all times. The disturbed ground will be watered as needed to control
dust from leaving the site. The area of heavy construction is very limited and
none of the operations are expected to generate significant dust. All dust
control measures shall be completed in reference to the City’s Fugitive Dust
Ordinance (Ordinance No. 044, 2016) and Dust Prevention and Control Manual.
8. Routine maintenance activities involving fertilizers, pesticides, detergents, fuels,
solvents, oils, etc. – YES – Fertilizers and pesticides will not be used. Any
cleaning or maintenance of small equipment will be required to be done within a
containment device (horse trough or small “kiddy pool” and the liquid disposed
of properly and legally.
9. On-site waste management – YES – The building and site construction will result
in construction waste. A dumpster for trash and a dumpster for bulk recycling
will be on the site. Waste will be hauled to the dumpsters by hand or in loaders.
Dumpsters will be hauled off as needed. No construction waste will be left
outside overnight without being located in a dumpster. No construction debris
(including broken concrete) may be buried on the site.
10. Concrete truck/equipment washing – YES – A concrete washout will be provided
on site. This will be used for trucks and for any masonry / concrete tools.
11. Dedicated asphalt of concrete batch plants – NO – None on this project.
12. Non-structural waste sources such as worker trash and portable toilets – YES –
Trash dumpster will be available for worker’s trash and will be located near the
construction trailer and emptied weekly. Portable toilets will be staked on site
near the construction trailer.
13. Other areas where potential spills can occur – NO – The above 12 items are
adequate for the anticipated construction process.
THE CONTRACTOR IS TO UPDATE THE ABOVE INFORMATION WITH EXACT LOCATIONS OF THE
CONSTRUCTION TRAILER, VEHICLE TRACKING PAD, CONCRETE WASHOUT, DUMPSTERS, AND PORTABLE
TOILETS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND UPDATE AS NECESSARY THROUGHOUT
THE CONSTRUCTION SEQUENCE.
12
FINAL STABILIZATION AND LONG-TERM STORMWATER
MANAGEMENT
Final stabilization shall be considered achieved once all proposed site improvements are in
place, all vegetation is established as identified on the landscape plan, all temporary BMPs are
removed, and the downstream conveyances are inspected and certified to be clean and free
from any construction debris resulting from the construction. Areas controlled by grass sod will
be considered established upon the completion of the sod installation. Areas of seeding will be
considered established at a vegetative density of 70%.
Permanent Stormwater BMPs
Grassed Swale with Permanent Turf Reinforcement Mat:
A permanent grassed swale along the east of the site will treat basin B5.1 to reduce pollutant
loading and runoff through infiltration. The swale is proposed to have Rollmax™ C350 Turf
Reinforcement Mat (TRM) installed as a permanent BMP. The swale requires routine
maintenance (mowing, turf maintenance, sediment and trash removal, etc.). The swale should
be inspected at least twice yearly and immediately after major storm events for erosion,
sediment build-up, vegetation health, etc.
Permanent Riprap Outlet Protection:
Permanent riprap protection has been proposed at the exit of all culvert pipes. The intent of the
riprap aprons is to resist erosive forces from stormwater exiting the culverts. The riprap aprons
require routine maintenance (sediment and trash removal, riprap required replacement etc.).
The riprap aprons should be inspected at least twice yearly and immediately after major storm
events for erosion, sediment build-up, rip-rap integrity, etc.
13
INSPECTION AND MAINTENANCE
Site inspections will be performed to effectively address maintenance, repair, and adequacy of
BMPs. The site inspections will be performed by the SWMP Administrator or his designee a
minimum of once every fourteen (14) calendar days on active construction sites and within 24
hours after a significant storm event (event causing erosion). As part of the site inspections the
inspector will keep documentation of all inspections and BMP maintenance, including updated
Site Maps indicating new BMPs or the removal of BMPs since the previous inspection. Blank
Site Maps will be utilized and will be redlined by the SWMP Administrator throughout
construction to note all BMPs, pollutant sources, storage locations, etc.
Any maintenance, repair, or necessary installation of BMPs that are noted during the inspection
must begin immediately. The modifications shall be noted in the SWMP and the action taken as
a result of the inspection shall be noted and certified on or attached to the original inspection
report (date and time that the repair or change was started and finished and a certification that
it was done properly).
14
SWMP IMPLEMENTATION
It is the responsibility of the contractor to operate and maintain all facilities and systems of
treatment and control which are installed to achieve compliance with the conditions of the
permit. This includes effective performance, adequate funding, adequate staffing and training,
etc. (see permit).
All personnel on the construction site who will be in a position to affect or be affected by the
SWMP shall be trained prior to beginning work. These individuals will be given general
orientation information regarding the project and SWMP, shown where the SWMP is physically
located, the SWMP will be explained to them and available for their review, and the
enforcement policy will be reviewed. Throughout the construction, as a part of a weekly safety
meeting, the SWMP will be reviewed with all attendees and any incidents discussed. All
attendees shall be logged.
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APPENDIX
Appendix A – BMP Details
Appendix B – Vicinity Map, Phasing Plan, and Drainage & Erosion Control Plans
Appendix C – Construction Sequence
Appendix D – Erosion Control Escrow Calculation
Appendix E – Soil Information
Appendix F – City of Fort Collins Standard Erosion Control Notes
Appendix A
APPENDIX A – BMP DETAILS
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A
I
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4/10/24
N/A
N/A
ZMW
JTC
21-1044-00
C5.03
43 53
Appendix B
APPENDIX B – VICINITY MAP AND DRAINAGE & EROSION CONTROL PLANS
ZI
E
G
L
E
R
R
D
E. HARMONY RD
PADDINGTON RD
CO
R
B
E
T
T
D
R
KI
N
G
S
L
E
Y
D
R
SITE
Vicinity Map
Scale: 1" = 1000'
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK #14-94
NORTHWEST CORNER OF HEWLETT PACKARD PROPERTY ON EAST SIDE ZIEGLER RD., ON THE NORTHWEST
CORNER OF THE CONCRETE BASE OF A NATURAL GAS UNIT HOUSING.
ELEV= 4927.83
CITY OF FORT COLLINS BENCHMARK #6-07
SOUTHEAST CORNER OF HARMONY RD. AND ZIEGLER RD. 50 FEET +/- SOUTH OF THE EDGE OF ASPHALT ON THE
WALL OF A CONCRETE IRRIGATION DROP STRUCTURE.
ELEV= 4931.08
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE
USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE,
THE FOLLOWING EQUATIONS SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4927.83 (NAVD88 DATUM) - 3.19'
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = 4931.08 (NAVD88 DATUM) - 3.19'
UPUP
UPUP UPUP
UPUP UPUP
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
PAD
D
I
N
G
T
O
N
R
O
A
D
CA
R
R
I
C
K
R
O
A
D
KINGSLEY COURT
NEWBURG COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
LOT 12
FRONT RANGE VILLAGE FIRST REPLAT
TRACT B
ENGLISH RANCH SOUTH P.U.D.
UNPLATTED
LO
T
1
AFF
I
N
I
T
Y
S
U
B
D
I
V
I
S
I
O
N
LOT 10
FRONT RANGE VILLAGE FIRST REPLAT
LOT 11
FRONT RANGE VILLAGE
TRACT A
ENGLISH RANCH SOUTH P.U.D.
THIRD FILING
POND 298C
PHASE A
PHASE C
PHASE D
PHASE B
PHASE E
POND 298C
POND 298A
POND 298B
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
FORTITUDE LANE
UNION PARK AVENUE
IN
F
A
N
T
R
Y
T
E
R
R
A
C
E
D
R
I
V
E
FORT SUMTER WAY
JU
N
C
T
I
O
N
D
R
I
V
E
FORT SUMTER WAY
UNION PARK AVENUE
FORTITUDE LANE
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
GOLDEN GROVE DRIVE GOLDEN GROVE DRIVE
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
SE
N
T
R
Y
L
A
N
E
IR
O
N
L
A
N
E
HERITAGE HILL PLACE
CITADEL PLACE
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
V
E
L
O
P
M
E
N
T
S
E
R
V
I
C
E
S
63
5
5
F
A
I
R
G
R
O
U
N
D
S
A
V
E
N
U
E
,
S
U
I
T
E
2
0
0
|
W
I
N
D
S
O
R
,
C
O
8
0
5
5
0
PH
O
N
E
:
9
7
0
.
6
7
4
.
7
5
5
0
|
E
M
A
I
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:
I
n
f
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@
H
i
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h
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a
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D
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.
c
o
m
|
w
w
w
.
H
i
g
h
l
a
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-
D
S
.
c
o
m
PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
PH
A
S
I
N
G
P
L
A
N
4/10/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C0.04
5 53
N
W E
S
0
SCALE: 1" = 60'
120603060
UPUP
UPUP UP
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
OFFSITE AFFINITY
SPILL LOCATION
LO
T
1
AFF
I
N
I
T
Y
S
U
B
D
I
V
I
S
I
O
N
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
11
BLOCK 1 BLOCK 2 BLOCK 3
BLOCK 4BLOCK 5BLOCK 6
BLOCK 7 BLOCK 8 BLOCK 9
BLOCK 10BLOCK 11BLOCK 12
BLOCK 13
BLOCK 18
BLOCK 19
BLOCK 24
BLDG A2
ESMT
EXCLUSION
BLDG A11
ESMT
EXCLUSION
BLDG A10
ESMT
EXCLUSION
BLDG A1
ESMT
EXCLUSION
BLDG A3
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
EE G1 EE G2EE AG1 EE AG2 EE AG3
BLOCK 29
LOT R1
KINGSLEY COURT
NEWBURG COURT HARRINGTON COURT
CO
R
B
E
T
T
D
R
I
V
E
UNION PARK AVENUE
JU
N
C
T
I
O
N
D
R
I
V
E
FORT SUMTER WAY
FORTITUDE LANE
GOLDEN GROVE DRIVE
UN
I
O
N
P
A
R
K
A
V
E
N
U
E
BL
U
E
C
O
A
T
D
R
I
V
E
JU
N
C
T
I
O
N
D
R
I
V
E
TRACT A TRACT B
T
R
A
C
T
C
TRACT G
TRACT N
TRACT M
TRACT O
LID B
STORMTECH SC-800
(90 CHAMBERS)
POND 298A
AFFINITY OUTFALL
ROUTED THROUGH
POND & SITE
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
N
D
DE
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L
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S
63
5
5
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
4/10/24
1" = 40'
N/A
JTC
JTC
21-1044-00
C2.00
10 53
N
W E
S
0
SCALE: 1" = 40'
80402040
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN FLOW PATH
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
UPUP
UPUP
UPUP
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE
INADVERTENT DETENTION SPILL LOCATION
ZI
E
G
L
E
R
R
O
A
D
(R
O
W
V
A
R
I
E
S
)
MA
T
C
H
L
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SE
E
S
H
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T
10
RAISED
PLANTING
AREA
RAISED
PLANTING
AREA
RAISED
PLANTING
AREA
BLOCK 13 BLOCK 14 BLOCK 15
BLOCK 16BLOCK 17BLOCK 18
BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 22BLOCK 23BLOCK 24
BL
O
C
K
2
7
BL
O
C
K
2
8
BLDG A9
ESMT
EXCLUSION
BLDG A8
ESMT
EXCLUSION BLDG A7
ESMT
EXCLUSION
BLDG A4
ESMT
EXCLUSION
BLDG A5
ESMT
EXCLUSION
BLDG A6
ESMT
EXCLUSION
LOT C3
LOT C1
LOT C2
EE AG3 EE G3 EE AG4EE G4 EE AG5 EE G5
LOT
MU1
LOT
MU2
BLOCK 25
BLOCK 26
ZI
E
G
L
E
R
R
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D
(R
O
W
V
A
R
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S
)
IN
F
A
N
T
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T
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R
R
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D
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UNION PARK AVENUE
IN
F
A
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R
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C
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D
R
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FORT SUMTER WAY
ZI
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G
L
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R
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D
(R
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V
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)
LO
C
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D
R
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IR
O
N
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A
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E
CITADEL PLACE
HERITAGE HILL PLACE
TRACT D
TRACT E
TRACT F
TRACT I
TRACT J
TRACT H
TRACT L
TRACT K
LID D
STORMTECH SC-800
(69 CHAMBERS)
POND 298C
POND 298C
STORM OUTFALL
20.1 CFS LIMITED
POND
298B
LID C
STORMTECH SC-310
(102 CHAMBERS)
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
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63
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6
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.
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
GR
A
D
I
N
G
&
D
R
A
I
N
A
G
E
P
L
A
N
4/10/24
1" = 40'
N/A
JTC
JTC
21-1044-00
C2.01
11 53
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
before you dig.Call
Know what's below.
R
BASIN COEFFICIENT (100-YR)
BASIN DESIGNATION
BASIN AREA
DESIGN POINT
DRAINAGE FLOW ARROW
DRAINAGE BASIN BOUNDARY
DRAINAGE BASIN FLOW PATH
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
N
W E
S
0
SCALE: 1" = 40'
80402040
APPROX LIMIT OF
DISTURBANCE (TYP)
RE
V
I
S
I
O
N
NO
.
BY
DA
T
E
HI
G
H
L
A
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D
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63
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.
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ER
O
S
I
O
N
&
S
E
D
I
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P
L
A
N
PH
A
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E
1
-
G
R
A
D
I
N
G
4/10/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C2.02
12 53
PHASE 1 - GRADING PHASE NOTES
1.THIS PLAN IS A LIVING DOCUMENT THAT MAY CHANGE AS WORK PROGRESSES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING THESE EROSION CONTROL PLANS
AS NEEDED DURING CONSTRUCTION ACTIVITIES TO REFLECT ACTUAL BMPS USED ONSITE,
REASONS FOR CHANGES AND ANY DISTURBED AREAS.
2.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET
PROTECTION, SEDIMENT BASINS, BMP MAINTENANCE/PROTECTION AND TEMPORARY
SEEDING.
3.THE CONTRACTOR MAY USE SUCH BMPS AS SILT FENCE OR COMPACTED EARTH BERM AS
FORMAL CONSTRUCTION MARKER PERIMETER CONTROL AS APPROVED BY THE CITY OF
FORT COLLINS EROSION CONTROL INSPECTOR.
4.ALL ONSITE AND OFFSITE DRAINAGE PATTERNS ARE TO BE VERIFIED IN THE FIELD. PROVIDE
ALL NECESSARY BMPS TO PROTECT IMMEDIATE DOWNSTREAM INLETS, CULVERTS,
DRAINAGE WAYS, ETC.
5.OFFSITE INLET PROTECTIONS SHALL BE COMPLETED BY CURB INLET OR DROP INLET
PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE
CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
6.ALL PERIMETER CONTROL BMPS SHALL INSTALLED IN PHASE 1. CONTRACTOR SHALL NOT
PROCEED WITH CONSTRUCTION ACTIVITIES UNTIL ALL PHASE 1 BMPS ARE INSTALLED,
INSPECTED, AND APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL
INSPECTOR.
7.CONTRACTOR SHALL INSTALL AND MAINTAIN AT LEAST ONE VEHICLE TRACKING PAD
AND MAY INSTALL ADDITIONAL VEHICLE TRACKING PADS TO ACCOMMODATE
CONSTRUCTION PROCESSES IN ACCORDANCE WITH THE STORMWATER MANAGEMENT
PLAN. ALL VEHICLE TRACKING PADS MUST BE PRE-APPROVED BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
60'
120603060
SCALE: 1" =
N
W E
S
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL 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.
3.PRE-DISTURBANCE VEGETATION SHALL BE 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.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS
OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED 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 DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30
DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE
IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE
THE SOIL.
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
APPROX LIMIT OF
DISTURBANCE (TYP)
RE
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
I
O
N
P
A
R
K
ER
O
S
I
O
N
&
S
E
D
I
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N
PH
A
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E
2
-
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F
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T
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4/10/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C2.03
13 53
PHASE 2 - INFRASTRUCTURE PHASE NOTES
1.CONTRACTOR SHALL GRADE AND INSTALL SEDIMENT BASINS BEFORE PROCEEDING WITH
ANY PHASE 2 INFRASTRUCTURE CONSTRUCTION ACTIVITIES.
2.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET
PROTECTION, SEDIMENT BASINS, BMP MAINTENANCE/PROTECTION, TEMPORARY
SEEDING AND MULCHING.
3.ONSITE & OFFSITE INLET PROTECTIONS SHALL BE COMPLETED PROTECTED BY CURB INLET
OR DROP INLET PROTECTION WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION
WITH CURBSIDE CHECKDAM OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
4.INFILTRATION GALLERIES TO BE CONSTRUCTED CONCURRENT WITH STORM SYSTEM
INFRASTRUCTURE. CONSTRUCT TEMPORARY SEDIMENT BASIN AROUND OUTLET
STRUCTURE. SEDIMENT SHALL BE REMOVED FROM INFILTRATION GALLERY ONCE SITE IS
STABILIZED.
5.RAIN GARDENS TO BE INSTALLED AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES
AND CONCURRENT WITH LANDSCAPE INSTALLATION. PLACE NECESSARY EROSION
CONTROL PROTECTION TO MINIMIZE RISK OF NATIVE SOILS MIGRATING TO THE RAIN
GARDEN GROWING MEDIA. THE RAIN GARDEN GRADING MAY BE UTILIZED AS A
SEDIMENT TRAP PRIOR TO THE INSTALLATION OF THE DRAINAGE COURSE AND GROWING
MEDIA.
6.CONTRACTOR SHALL INSTALL AND MAINTAIN AT LEAST ONE VEHICLE TRACKING PAD
AND MAY INSTALL ADDITIONAL VEHICLE TRACKING PADS TO ACCOMMODATE
CONSTRUCTION PROCESSES IN ACCORDANCE WITH THE STORMWATER MANAGEMENT
PLAN. ALL VEHICLE TRACKING PADS MUST BE PRE-APPROVED BY THE BY THE CITY OF
FORT COLLINS EROSION CONTROL INSPECTOR.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
60'
120603060
SCALE: 1" =
N
W E
S
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL 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.
3.PRE-DISTURBANCE VEGETATION SHALL BE 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.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS
OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED 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 DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30
DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE
IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE
THE SOIL.
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
D
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DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
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NYLOPLAST
DONOTPOLLUTE
D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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DONOTPOLLUTED
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
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DONOTPOLLUTED
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DONOTPOLLUTE D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
D
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D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
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DONOTPOLLUTE D
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D
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RAINSTOWATERWAYSNYLOPLAST
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D
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APPROX LIMIT OF
DISTURBANCE (TYP)
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
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4/10/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C2.04
14 53
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
60'
120603060
SCALE: 1" =
N
W E
S
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL 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.
3.PRE-DISTURBANCE VEGETATION SHALL BE 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.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS
OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED 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 DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30
DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE
IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE
THE SOIL.
PHASE 3 - VERTICAL CONSTRUCTION PHASE NOTES
1.DURING CONSTRUCTION, TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED AS IMPROVEMENTS ARE INSTALLED, INCLUDING BUT NOT LIMITED TO INLET
PROTECTION, SEDIMENT BASINS, PROTECTION, AND TEMPORARY SEEDING.
2.ANY COMMISSIONED STORM SEWER SYSTEM SHALL INLET AND OUTLET PROTECTION
INSTALLED FOR ALL PHASE 3 OPERATIONS.
3.INLET PROTECTION SHALL BE COMPLETED BY CURB INLET OR DROP INLET PROTECTION
WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM
OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL
INSPECTOR.
4.CONTRACTOR MAY PLACE PERIMETER SEDIMENT CONTROL LOG IN PLACE OF
PERMANENT SEEDING IN BLOCKS THAT ANTICIPATE CONSTRUCTION.
5.PERMANENT SEEDING MAY BE REPLACED WITH PERMANENT PROPOSED LANDSCAPING
AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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D
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DONOTPOLLUTE D
D
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D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYSNYLOPLAST
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D
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RAINSTOWATERWAYS
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D
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D
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RAINSTOWATERWAYSNYLOPLAST
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D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
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DONOTPOLLUTE D
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D
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RAINSTOWATERWAYSNYLOPLAST
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D
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RAINSTOWATERWAYSNYLOPLAST
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D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
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RAINSTOWATERWAYS
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D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYSNYLOPLAST
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D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
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RAINSTOWATERWAYSNYLOPLAST
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D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTED
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYS
NYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE D
D
UCTILEIRON
RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
D
D
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RAINSTOWATERWAYSNYLOPLAST
DONOTPOLLUTE
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PREPARED BY OR UNDER THE
DIRECT SUPERVISION OF:
FOR AND ON BEHALF OF HIGHLAND
DEVELOPMENT SERVICES
REVIEW SET
NOT FOR
CONSTRUCTION
OFSHEET
DRAWN BY
CHECKED BY
DATE
SCALE (H)
HDS PROJECT #
SCALE (V)
UN
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4/10/24
1" = 60'
N/A
ZMW
JTC
21-1044-00
C2.05
15 53
PHASE 4 - PERMANENT BMP AND FINAL STABILIZATION NOTES
1.LOTS AND BLOCKS ANTICIPATING CONSTRUCTION MAY UTILIZE SLOPE PROTECTION IN
LIEU OF TEMPORARY SEEDING AND MULCHING AS APPROVED BY THE CITY OF FORT
COLLINS EROSION CONTROL INSPECTOR.
2.INLET PROTECTIONS SHALL BE COMPLETED BY CURB INLET OR DROP INLET PROTECTION
WHETHER BY MEANS OF GRATE FILTERS IN CONJUNCTION WITH CURBSIDE CHECKDAM
OR OTHER MEASURES AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL
INSPECTOR.
3.CONTRACTOR SHALL REMOVE ALL TEMPORARY BMPS PRIOR TO FINAL DEMOBILIZATION
OR AS DIRECTED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
4.CONTRACTOR MAY PLACE PERIMETER SEDIMENT CONTROL LOG IN PLACE OF
PERMANENT SEEDING IN BLOCKS THAT ANTICIPATE CONSTRUCTION.
5.PERMANENT SEEDING MAY BE REPLACED WITH PERMANENT PROPOSED LANDSCAPING
AS APPROVED BY THE CITY OF FORT COLLINS EROSION CONTROL INSPECTOR.
6.CONTRACTOR TO INSTALL PROPOSED PERMANENT OUTLET PROTECTION WHEN
FINALIZING STORM SEWER CONSTRUCTION WHICH MAY HAVE OCCURRED IN EARLIER
PHASES.
7.CONTRACTOR TO CLEAN AND LEGALLY DISPOSE OF ALL SEDIMENT COLLECTED ONSITE
DURING CONSTRUCTION PRIOR TO FINAL ACCEPTANCE.
DRAINAGE FLOW ARROW
LEGEND
EX MAJOR CONTOUR
EX MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
CONSTRUCTION ENTRANCE W/
VEHICLE TRACKING CONTROL
CONCRETE WASHOUT AREA
SILT FENCE
INLET PROTECTION
OUTLET STRUCTURE PROTECTION
ROCK SOCKS
SEDIMENT CONTROL LOGS
TEMPORARY SEDIMENT BASIN
SURFACE ROUGHENING
STABILIZED STAGING AREA
TURF REINFORCEMENT MAT
PERMANENT RIPRAP APRON
LIMITS OF DISTURBANCE (APPROX)
CONSTRUCTION FENCE
CULVERT PROTECTION
0
60'
120603060
SCALE: 1" =
N
W E
S
COFC STANDARD EROSION AND SEDIMENT CONTROL NOTES
1.THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY
CONSTRUCTION ON THIS SITE.
2.ALL REQUIRED BMPS MUST BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC).
ALL 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.
3.PRE-DISTURBANCE VEGETATION SHALL BE 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.
4.ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING,
ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH,
VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS
OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED
TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC.) IS INSTALLED, UNLESS OTHERWISE
APPROVED BY THE STORMWATER DEPARTMENT.
5.THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT
WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST
IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT.
6.ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS
NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED 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 DRAINAGEWAY.
7.NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT
TRANSPORT BY SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30
DAYS SHALL BE SEEDED AND MULCHED.
8.CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY
STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE
CONTRACTOR.
EROSION CONTROL NOTES
1.CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT
CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION
AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED
GROUND IS ADEQUATELY VEGETATED WITH APPROVAL FOR REMOVAL.
2.THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION
BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT
EROSION CONTROL AND PREVENT OFFSITE SEDIMENTATION. ADDITIONAL MEASURES AND MEANS NOT SHOWN SHALL ALSO BE
IMPLEMENTED AS NEEDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE APPROPRIATE BMPS DEPICTED AND/OR NOT
DEPICTED ON THIS PLAN.
3.CONTRACTOR TO MINIMIZE DISTURBED AREA AT ALL TIMES AND LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL
BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK.
AREAS SHALL NOT BE CLEARED UNTIL THEY ARE TO BE CONSTRUCTED UNLESS APPROVED BY THE BY THE CITY OF FORT COLLINS
EROSION CONTROL INSPECTOR.
4.ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION
POTENTIAL AND SOIL MIGRATION. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED
TO SLOPED AREAS.
5.STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION
COMMENCEMENT.
6.SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT
UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS.
7.AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO
ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE
THE SOIL.
Appendix C
APPENDIX C – CONSTRUCTION SEQUENCE
(Construction Phases) 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 (Wattles)*
Inlet protection*Any prior inlets that could use protecting
Rock Bags*Any prior inlets that could use protecting
Terracing
Rip Rap
Collecting Asphalt / Concrete Saw Cutting Waste
*All BMPs to be Removed once Construction is Complete,
with the exception of silt fencing, which shall remain in
place until seeded areas are established.
Vegetative
Temporary Seeding Planting Any time the site will sit dorment longer than 30 Days.
Mulching/Sealant Any time the site will sit dorment longer than 30 Days.
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting/Blankets/Mats Any time the site will sit dorment longer than 30 Days.
Appendix D
APPENDIX D – EROSION CONTROL ESCROW CALCULATION
4/10/2024
Project:Disturbed Acres:33.50
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F. 1400 $2.50 $3,500.00
each 19 $150.00 $2,850.00
L.F. 1500 $2.00 $3,000.00
each 2 $750.00 $1,500.00
each 7 $300.00 $2,100.00
each 4 $800.00 $3,200.00
each 1 $1,500.00 $1,500.00
each 1 $2,500.00 $2,500.00
LS 1 $2,500.00 $2,500.00
Sub-Total: $22,650.00
1.5 x Sub-Total: $33,975.00
Amount of security: $33,975.00
AC 33.5 $2,000.00 $67,000.00
Sub-Total: $67,000.00
1.5 x Sub-Total: $100,500.00
Amount to Re-seed: $100,500.00
Minimum escrow amount: $3,000.00
Erosion Control Escrow:$100,500.00
Seeding
Miniumum Escrow Amount
Final Escrow Amount (Maximum between BMP, Reseeding and Minimum Escrow)
“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”
Concrete Washout
Stabalized Staging Area
Vehicle Tracking Control Pad
Inlet Protection
Outlet Protection
Street Sweeping and Cleaning
Reseeding Amount
Erosion and Sediment Control Escrow/Security Calculation
for The City of Fort Collins
Union Park
BMP Amount
Silt Fence
Rock Sock
Sediment Control Log
4/10/2024 1:52 PM G:\Projects\21-1044-00 Ziegler Property\03 Design Documents\Drainage\Erosion Control Report\Union Park Erosion Control Escrow.xls
4/10/2024
Project:Disturbed Acres:5.38
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F. 1000 $2.50 $2,500.00
each 1 $750.00 $750.00
each 2 $300.00 $600.00
each 54 $150.00 $8,100.00
LS 1 $1,500.00 $1,500.00
Sub-Total: $13,450.00
1.5 x Sub-Total: $20,175.00
Amount of security: $20,175.00
AC 0 $2,000.00 $0.00
Sub-Total: $0.00
1.5 x Sub-Total: $0.00
Amount to Re-seed: $0.00
Minimum escrow amount: $3,000.00
Erosion Control Escrow:$20,175.00
Seeding
Miniumum Escrow Amount
Final Escrow Amount (Maximum between BMP, Reseeding and Minimum Escrow)
“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 Pad
Inlet Protection
Yard Inlet Protection
Concrete Washout
Reseeding Amount
Erosion and Sediment Control Escrow/Security Calculation
for The City of Fort Collins
Union Park
BMP Amount
Silt Fence
4/10/2024 1:52 PM G:\Projects\21-1044-00 Ziegler Property\03 Design Documents\Drainage\Erosion Control Report\Union Park Erosion Control Escrow.xls
4/10/2024
Project:Disturbed Acres:3.51
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F. 800 $2.50 $2,000.00
each 1 $750.00 $750.00
each 1 $300.00 $300.00
each 40 $50.00 $2,000.00
LS 1 $1,500.00 $1,500.00
Sub-Total: $6,550.00
1.5 x Sub-Total: $9,825.00
Amount of security: $9,825.00
AC 0 $2,000.00 $0.00
Sub-Total: $0.00
1.5 x Sub-Total: $0.00
Amount to Re-seed: $0.00
Minimum escrow amount: $3,000.00
Erosion Control Escrow:$9,825.00
Miniumum Escrow Amount
Union Park
Seeding
“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 Pad
Final Escrow Amount (Maximum between BMP, Reseeding and Minimum Escrow)
Yard Inlet Protection
Erosion and Sediment Control Escrow/Security Calculation
for The City of Fort Collins
BMP Amount
Silt Fence
Inlet Protection
Concrete Washout
Reseeding Amount
4/10/2024 1:52 PM G:\Projects\21-1044-00 Ziegler Property\03 Design Documents\Drainage\Erosion Control Report\Union Park Erosion Control Escrow.xls
4/10/2024
Project:Disturbed Acres:6.91
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F. 2150 $2.50 $5,375.00
each 1 $750.00 $750.00
each 4 $300.00 $1,200.00
LS 1 $1,500.00 $1,500.00
Sub-Total: $8,825.00
1.5 x Sub-Total: $13,237.50
Amount of security: $13,237.50
AC 0 $2,000.00 $0.00
Sub-Total: $0.00
1.5 x Sub-Total: $0.00
Amount to Re-seed: $0.00
Minimum escrow amount: $3,000.00
Erosion Control Escrow:$13,237.50
Seeding
Miniumum Escrow Amount
Final Escrow Amount (Maximum between BMP, Reseeding and Minimum Escrow)
“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 Pad
Inlet Protection
Concrete Washout
Reseeding Amount
Erosion and Sediment Control Escrow/Security Calculation
for The City of Fort Collins
Union Park
BMP Amount
Silt Fence
4/10/2024 1:52 PM G:\Projects\21-1044-00 Ziegler Property\03 Design Documents\Drainage\Erosion Control Report\Union Park Erosion Control Escrow.xls
4/10/2024
Project:Disturbed Acres:1.94
EROSION CONTROL BMPs Units
Estimated
Quantity
Unit
Price
Total
Price
L.F. 620 $2.50 $1,550.00
each 2 $750.00 $1,500.00
each 1 $300.00 $300.00
LS 1 $1,500.00 $1,500.00
Sub-Total: $4,850.00
1.5 x Sub-Total: $7,275.00
Amount of security: $7,275.00
AC 0 $2,000.00 $0.00
Sub-Total: $0.00
1.5 x Sub-Total: $0.00
Amount to Re-seed: $0.00
Minimum escrow amount: $3,000.00
Erosion Control Escrow:$7,275.00
Seeding
Miniumum Escrow Amount
Final Escrow Amount (Maximum between BMP, Reseeding and Minimum Escrow)
“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 Pad
Inlet Protection
Concrete Washout
Reseeding Amount
Erosion and Sediment Control Escrow/Security Calculation
for The City of Fort Collins
Union Park
BMP Amount
Silt Fence
4/10/2024 1:52 PM G:\Projects\21-1044-00 Ziegler Property\03 Design Documents\Drainage\Erosion Control Report\Union Park Erosion Control Escrow.xls
Appendix E
APPENDIX E – SOIL INFORMATION
Hydrologic Soil Group—Larimer County Area, Colorado
(Union Park )
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 1 of 4
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497700 497760 497820 497880 497940 498000 498060 498120 498180 498240 498300
497700 497760 497820 497880 497940 498000 498060 498120 498180 498240 498300
40° 31' 52'' N
10
5
°
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3
8
'
'
W
40° 31' 52'' N
10
5
°
1
'
1
1
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W
40° 31' 39'' N
10
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1
'
3
8
'
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W
40° 31' 39'' N
10
5
°
1
'
1
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'
'
W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
0 100 200 400 600
Feet
0 40 80 160 240
Meters
Map Scale: 1:2,910 if printed on A landscape (11" x 8.5") 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 18, Aug 24, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jul 2, 2021—Aug 25,
2021
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
(Union Park )
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 2 of 4
Hydrologic Soil Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
73 Nunn clay loam, 0 to 1
percent slopes
C 31.1 93.2%
74 Nunn clay loam, 1 to 3
percent slopes
C 2.3 6.8%
Totals for Area of Interest 33.4 100.0%
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
Hydrologic Soil Group—Larimer County Area, Colorado Union Park
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 3 of 4
Component Percent Cutoff: None Specified
Tie-break Rule: Higher
Hydrologic Soil Group—Larimer County Area, Colorado Union Park
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 4 of 4
K Factor, Whole Soil—Larimer County Area, Colorado
(Union Park )
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 1 of 3
44
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497700 497760 497820 497880 497940 498000 498060 498120 498180 498240 498300
497700 497760 497820 497880 497940 498000 498060 498120 498180 498240 498300
40° 31' 52'' N
10
5
°
1
'
3
8
'
'
W
40° 31' 52'' N
10
5
°
1
'
1
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'
'
W
40° 31' 39'' N
10
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°
1
'
3
8
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40° 31' 39'' N
10
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°
1
'
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N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
0 100 200 400 600
Feet
0 40 80 160 240
Meters
Map Scale: 1:2,910 if printed on A landscape (11" x 8.5") 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
.02
.05
.10
.15
.17
.20
.24
.28
.32
.37
.43
.49
.55
.64
Not rated or not available
Soil Rating Lines
.02
.05
.10
.15
.17
.20
.24
.28
.32
.37
.43
.49
.55
.64
Not rated or not available
Soil Rating Points
.02
.05
.10
.15
.17
.20
.24
.28
.32
.37
.43
.49
.55
.64
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 18, Aug 24, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jul 2, 2021—Aug
25, 2021
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.
K Factor, Whole Soil—Larimer County Area, Colorado
(Union Park )
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 2 of 3
K Factor, Whole Soil
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
73 Nunn clay loam, 0 to 1
percent slopes
.32 31.1 93.2%
74 Nunn clay loam, 1 to 3
percent slopes
.28 2.3 6.8%
Totals for Area of Interest 33.4 100.0%
Description
Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by
water. Factor K is one of six factors used in the Universal Soil Loss Equation
(USLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the
average annual rate of soil loss by sheet and rill erosion in tons per acre per
year. The estimates are based primarily on percentage of silt, sand, and organic
matter and on soil structure and saturated hydraulic conductivity (Ksat). Values of
K range from 0.02 to 0.69. Other factors being equal, the higher the value, the
more susceptible the soil is to sheet and rill erosion by water.
"Erosion factor Kw (whole soil)" indicates the erodibility of the whole soil. The
estimates are modified by the presence of rock fragments.
Factor K does not apply to organic horizons and is not reported for those layers.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie-break Rule: Higher
Layer Options (Horizon Aggregation Method): Surface Layer (Not applicable)
K Factor, Whole Soil—Larimer County Area, Colorado Union Park
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 3 of 3
Wind Erodibility Group—Larimer County Area, Colorado
(Union Park )
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 1 of 3
44
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497700 497760 497820 497880 497940 498000 498060 498120 498180 498240 498300
497700 497760 497820 497880 497940 498000 498060 498120 498180 498240 498300
40° 31' 52'' N
10
5
°
1
'
3
8
'
'
W
40° 31' 52'' N
10
5
°
1
'
1
1
'
'
W
40° 31' 39'' N
10
5
°
1
'
3
8
'
'
W
40° 31' 39'' N
10
5
°
1
'
1
1
'
'
W
N
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84
0 100 200 400 600
Feet
0 40 80 160 240
Meters
Map Scale: 1:2,910 if printed on A landscape (11" x 8.5") 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
1
2
3
4
4L
5
6
7
8
Not rated or not available
Soil Rating Lines
1
2
3
4
4L
5
6
7
8
Not rated or not available
Soil Rating Points
1
2
3
4
4L
5
6
7
8
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 18, Aug 24, 2023
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jul 2, 2021—Aug 25,
2021
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.
Wind Erodibility Group—Larimer County Area, Colorado
(Union Park )
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 2 of 3
Wind Erodibility Group
Map unit symbol Map unit name Rating Acres in AOI Percent of AOI
73 Nunn clay loam, 0 to 1
percent slopes
6 31.1 93.2%
74 Nunn clay loam, 1 to 3
percent slopes
6 2.3 6.8%
Totals for Area of Interest 33.4 100.0%
Description
A wind erodibility group (WEG) consists of soils that have similar properties
affecting their susceptibility to wind erosion in cultivated areas. The soils
assigned to group 1 are the most susceptible to wind erosion, and those
assigned to group 8 are the least susceptible.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie-break Rule: Lower
Wind Erodibility Group—Larimer County Area, Colorado Union Park
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/10/2024
Page 3 of 3
Appendix F
APPENDIX F – CITY OF FORT COLLINS STANDARD EROSION CONTROL NOTES
Appendix F: Construction Control Measures Standard Notes
FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F
Page 1
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
Standard Erosion Control Notes
FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F
Page 2
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
FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F
Page 3
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
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.
FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F
Page 4
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
FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F
Page 5
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.
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.
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.
FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F
Page 6
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
shall 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.
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.
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.
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
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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.
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.
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.
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.
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
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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.
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
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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.