HomeMy WebLinkAboutLANDMARK APARTMENTS EXPANSION - FDP190002 - SUBMITTAL DOCUMENTS - ROUND 2 - REDLINED PLANS AND REPORTSErosion Control Review : Comments & Redlines
Project Information
Project Name: ______________________________ Project Number: ____________________
Prior Name(s): ______________________________ Prior Number(s): ______________________
Round _____ Date Submitted: _____________ Comment Due Date: _____________
Total Disturbance __________ SF
GPS Lat _______________ GPS Long _______________
Sensitive Area _____ Steep Slopes (3H:1V) _____
This review or prior reviews showed this to be well under the threshold for needing erosion control. _____
Project Review Check Sheets & Comments
Comments:
__________
Staff
Dev Review Coordinator ______________
Zoning ______________
Planner ______________
Engineer______________
Water Utilities Reviewer ______________
Developing Party
Owner ______________
Owner’s Company ____________
Developer ______________
Developer’s Company ____________
EC Design Engineer ______________
EC Design Firm ______________
Review Information
Reviewer: _____________________
Received: _____________
Completed Review: __________
Cursory Review Time (hr.): __________
Full Review (hr.): __________
Phone Correspondence (hr.): __________
Email Correspondence (hr.): __________
Internal Staff Coordination (hr.): __________
Applicant Meeting (hr.): __________
Enter all hours round to the nearest 0.25 (15 min)
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Project Number: 1257-001 Location: Fort Collins, CO
Date: January 25, 2019 Total Acres: 4.06
EROSION CONTROL MEASURE Units
Estimated
Quantity
Unit
Price
Total
Price
each 6 $150.00 $900.00
Outlet Protection each 1 $300.00 $300.00
LF 90 $10.00 $900.00
Rock Socks each 9 $40.00 $360.00
Silt Fence LF 2560 $1.10 $2,816.00
Turf Reinforcement Mat each 3 $400.00 $1,200.00
each 2 $2,000.00 $4,000.00
each 2 $1,000.00 $2,000.00
Erosion Control Blanket sq. yd. 180 $3.00 $540.00
acre 1.3 $400.00 $520.00
TOTAL = $13,536.00
TOTAL = $20,304.00
TOTAL = $6,090.00
REQUIRED AMOUNT OF SECURITY = $20,304.00
NOTE: 'Total Acres' represents total disturbed area.
Vegetate Landscaped Areas
Inlet Protection
Concrete Washout Area
Straw Wattles
- OR -
COST TO VEGETATE: TOTAL ACRES x ($1000/acre) x 1.5
(WHICHEVER IS GREATER)
Landmark Apartments Expansion
Erosion Control Cost Estimate
Vehicle Tracking Control Pads
AMOUNT OF SECURITY = 1.5 x $13,536.00 =
=
D:\Projects\1257-001\Drainage\Reports\SWMP Report\1257-001_Erosion-Escrow-Estimate.xls
Landmark Apartments Expansion
Stormwater Management Plan 7
inlets where asphalt does not exist. For these inlets, if pavement is constructed adjacent to the
structure or if the area adjacent to the inlet is changed such that the wattle type filter is no longer
effective, it shall be the responsibility of the Contractor to ensure that an appropriate method is
used instead. For example, the wattle filter could be reused, or a gravel-block inlet filter may be
installed. It will be left to the discretion of the Contractor as to whether replacement of any inlet
filter is necessary.
Inlet protection should be inspected regularly for tears that can result in sediment entering an inlet.
Inlet protection should also be inspected for sediment accumulation upstream of the inlet, and
sediment should be removed when the less than half of the capacity is available, or per
manufacturer specifications.
The Contractor shall provide inlet protection for all proposed inlets as they are installed (Phase II
implementation).
Erosion Control Blankets (Phase II)
A temporary degradable rolled erosion control product composed of natural flexible fibers shall be
used on all seeded slopes 4:1 and greater (excluding mulched shrub bed areas). Erosion control
blankets should be utilized to provide erosion control and to facilitate vegetation establishment.
During installation, it is important to ensure that no gaps or voids exist under the material and that
all corners of the material are secured using stakes and trenching. Stakes should be made of
materials that are biodegradable. Continuous contact between the product and the soil is necessary
to avoid failure.
Erosion Control Blankets should be inspected regularly for signs of erosion, including beneath the
mat. If voids are apparent, they should be filled with suitable soil. Inspections should also identify
loose or damaged stakes, as well as loose portions of the blanket. If deficiencies are found, they
should be repaired or replaced.
At a minimum, Erosion Control Blankets shall be installed as deemed necessary in areas with
steeper than or equal to 4:1 slopes.
Concrete Washout Area (Phase II)
A concrete washout should be provided on the site. The washout can be lined or unlined excavated
pits in the ground, commercially manufactured prefabricated containers, or aboveground holding
areas. The concrete washout must be located a minimum of 400 feet from any natural drainage
way or body of water, and at least 1000 feet from any wells or drinking water sources. Washout
areas should not be located in an area where shallow groundwater may be present. Contractor
shall clearly show the desired location and access to the Concrete Washout Area on the Stormwater
Management Plan - Dynamic Site Plan. Contractor shall place a Vehicle Tracking Pad if the
selected location for the Concrete Washout Area is detached from pavement. Clear signage
identifying the concrete washout should also be provided.
The Concrete Washout Area should be inspected regularly. Particular attention should be paid to
signage to ensure that the area is clearly marked. Confirmation that the washout is being used
should also be noted to ensure that other undesignated areas of the site are not being used
incorrectly as a concrete washout.
An appropriate location for the concrete washout area is located near the access points onto Hobbit
Street. This location is a suggestion only, and can be relocated at the discretion of the Contractor.
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Sheet
LANDMARK APARTMENTS EXPANSION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
EC2
EROSION CONTROL PLAN
18
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
MATCHLINE-SEE SHEET EC1
EC2
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: RIGDEN FARM - 14TH FILING
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
EROSION CONTROL NOTES:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
SILT FENCE SF
INLET PROTECTION IPX
WATTLE PROTECTION WP
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
CONCRETE WASHOUT AREA CWA
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 15.58 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE SEE SEPARATE PRELIMINARY DRAINAGE AND EROSION CONTROL
PLAN BY NORTHERN ENGINEERING SERVICES DATED DECEMBER 13TH, 2016 FOR
ADDITIONAL INFORMATION.
GENERAL NOTES:
LEGEND:
OUTLET PROTECTION OP
EROSION CONTROL BLANKET ECB
TURF REINFORCEMENT MAT TRM
SF SF SF SF
SF
IP1
IP2
IP1 SF
SF
SF
SF
SF
SF
SF
CWA
VTC
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OP
Sheet
LANDMARK APARTMENTS EXPANSION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
of 30
KEYMAP
DC DC
CC
MATCHLINE-SEE SHEET EC2
EC1
EC1
EROSION CONTROL PLAN
17
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: RIGDEN FARM - 14TH FILING
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
EROSION CONTROL NOTES:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
SILT FENCE SF
INLET PROTECTION IPX
WATTLE PROTECTION WP
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
CONCRETE WASHOUT AREA CWA
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 15.58 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE SEE SEPARATE PRELIMINARY DRAINAGE AND EROSION CONTROL
PLAN BY NORTHERN ENGINEERING SERVICES DATED DECEMBER 13TH, 2016 FOR
ADDITIONAL INFORMATION.
GENERAL NOTES:
LEGEND:
OUTLET PROTECTION OP
EROSION CONTROL BLANKET ECB
TURF REINFORCEMENT MAT TRM