HomeMy WebLinkAboutSite Certifications - 08/29/2023December 8, 2022
Mr. Wes Lamarque
City of Fort Collins Storm Water Division
700 Wood Street
Fort Collins, CO 80524
(970) 221-6700
Re: Overall Grading Certification for Waters Edge West, Fort Collins, Colorado.
Dear Mr. Lamarque,
The purpose of this letter is to provide the overall site grading certification for the Waters Edge West project,
located west of the Morningstar Way/ Turnberry Road intersection, in Fort Collins, Colorado. The site is bounded
by Hearthfire Subdivision to the west, Serramonte Highlands Subdivision to the north, Turnberry Road to the
east, and Richards Lake Filing One Subdivision to the south.
Aspen Engineering reviewed the multiple record surveys exhibits, prepared by Majestic Surveying, which
included survey asbuilts for stormer piping and appurtenances, LID basins, ponds, swales, and LID basins and
other pertinent drainage features. Aspen also visited the project site on numerous occasions throughout building
and site construction, as well as during the overall site grading certification timeline from July to December of
2022. Aspen noted during its site visit on December 8, 2022, that landscaping continues for the open/green spaces
within the development and is on-going at this time.
Individual grading certifications are to be completed for each building and townhome building, as they are
constructed and completed. For the purpose of this overall site certification, the individual building certifications
are not included, and are not a part of this certification.
This certification is intended to cover the overall site grading, drainage patterns, and includes the following
attachments:
1)Overall Site and Drainage Certification Checklist
2)As-built survey of storm sewer piping, inlets, manholes, LID basins and Ponds, and trickle pan and swales
(from Majestic Surveying)
3)As-built LID and Pond survey Information (from Majestic Surveying) with Aspen’s markups for provided
as-built volumes w/ LID and Pond Volume Summary Calculations by Aspen Engineering
4)Contractor checklist for LID basins (pictures to be obtained from Connell Resources)
Wes Lamarque
8/29/2023
5) As-built markups for the grading and drainage exhibit sheets/plans, including storm sewer plan and
profile sheets, and associated drainage detail sheets
Based on the provided record surveys (by Majestic Surveying), as well as visual observation by Aspen
Engineering during numerous site visits, Aspen Engineering asserts that the proposed grading appears to meet the
intent of the approved grading and drainage plans for overall site/ project.
Aspen is providing the following as the assessment of the drainage within Waters Edge West project:
1) The storm sewer system record drawings are provided as an attachment to this certification. The
vast majority of the pipe slopes are over the 0.40% minimum slope. A slope of less than 0.40%
occurred on five storm sewer segments within the development. The following are the storm
sewer segments with slopes less than 0.40%: Storm A3 (36” RCP segment @ 0.19%); Storm B
(36” RCP segment @ 0.36%); Storm D (36” RCP segment @ 0.32%); Storm E (34” x 53”
HERCP segment @ 0.37%; Storm R (24” RCP segment @ 0.37%). It’s important to note that the
slopes that are 0.32%, 0.36%, and 0.37% are all within construction tolerance and are not
expected to significantly impact the capacity of the storm sewer system. The segment that is
0.19% is lower than would be expected, but when considering the upstream 36” RCP has a slope
of 1.89%, cleansing velocities will be achieved and Aspen does not anticipate any capacity issues
due to the 0.19% grade. Please refer to the storm sewer plan and profile sheets/asbuilts for
additional information.
2) The 4” PVC underdrain pipe at Station 23+54.20, Storm Sewer A Plan and Profile sheet C242 of
the civil plans, was not installed. Connell Resources and Ownership chose not to install this pipe,
as the Townhome/Condo site may change in the future and prior to building construction, with
the Owners/Developers of the condo site being required to install the 4” underdrain at a later date,
if required. Please refer to sheet C-242 for the notation about this item.
3) LID Basins were installed at five locations, all contained within Ponds 101, 201, 300, 301, and
501. All LID basins meet or exceed that required for the development (please see attached LID
Basin exhibit and calculations). The surfaces of the basins were vegetated with a seed mix and
mulched to establish cover. Erosion control fencing has also been placed around the LID Basins
to protect them from being filled in with silt, while home construction is completed.
4) At the time of final observation by Aspen Engineering on December 8, 2022, the site vegetation
and landscaping are on-going with home construction. At conclusion of the project, the majority
of the grass areas of the site will contain sod, with other landscaped areas containing rock mulch,
decorative cobble, shrubs, plants, and ornamental grasses, with LID basins hydro-seeded, as
required.
5) The curb cuts, chases, and sidewalk chases were checked to confirm compliance with the grading
plan. Nearly all of the curb cuts and chases have been installed throughout the site, with the
exception of a few items, which have been noted on individual grading plan sheets contained in
this certification. These remaining curb cuts and chases will be added once home construction in
these areas is near completion. Connell Resources will install the remaining: 8 chases in the
northeast corner of the site in the private drives/alleys; 2’ sidewalk culvert north of Lot 197; 4’
sidewalk culvert east of Lot 200; 2’ sidewalk culvert north of Lot 121; 4’ chase with sidewalk
culvert and curb cut at the northeast corner of the City Park; curb cuts and chases around the
perimeter of the Thrive Multi-family area. Please refer to markups on the grading and drainage
certification sheets within this submittal for the above items, and also for the items which have
been installed.
Page 1
OVERALL SITE and DRAINAGE CERTIFICATION
Commercial, Multi-Family and Subdivision Certification Form and Checklist
Project Name:
Date:
Building Permit Numbers:
(Commercial or multi-family)
Per the requirement in Fort Collins Stormwater Criteria Manual (FCSCM) Chapter 3, Section 3.0 to certify as-
built construction to the approved drainage and grading plans, please fill in all applicable items in this
Certification Form for Commercial, Multi-Family and Overall Single Family sites. NOTE: several items must be
verified during construction. A copy of the approved grading plan must be submitted with the as-built grading
plan. (As-built elevations must be written in red next to the approved elevations.)
•Use “Yes” for items completed as described.
•Use “N/A” for items that are not applicable to the site being certified.
•If any blanks are “No,” attach an explanation referencing the item number below.
Attach an explanation or description of the as-built condition for any items listed or for anything not listed but
shown on the approved construction plans.
Provide an as-built redline or Mylar drawing with the following:
I.Water Quality and Quantity Detention Basin - FCSCM Ch. 6 and 7
For multiple detention basins on a site, provide the following for each basin separately:
A. Volume: As-built topographic verification is attached at 1-foot (or less) contour intervals and
volume verification calculations for the water quality capture volume and the 100-year detention storage
volume.
1. Detention basin topography was prepared by a professional land surveyor registered in the state
of Colorado.
2.Both proposed and as-built contours are shown on the same plan sheet (dashed lines for
proposed and solid lines for as-built).
3.All critical spot elevations as shown on the approved construction plans have been verified and
the as-built elevations are shown on the plan sheet.
4.Stage-storage-discharge tables are provided on a separate document.
5.Verification that designed drain time is in compliance with Colorado Revised Statute § 37-92-
602(8) is attached and has been uploaded to the Statewide Compliance Portal
(tinyurl.com/COCompliancePortal) for approval. Uploaded documents must include:
a.The cover sheet from the approved drainage report
b.The stamped certification page from the approved drainage report
c.As-built topographic survey
d.Stamped certification page from the Overall Site & Drainage Certification
e.PDF output from the Stormwater Detention and Infiltration Design Data Speadsheet
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B.Water Quality and Quantity Detention Basin Grading: Attached is as-built verification that there is
a minimum 2% positive fall into the concrete trickle pans or flow-line(s) from all areas in the bottom of
the detention pond. If there is a “soft pan” in the flow-line, all areas still must meet the minimum 2%
grade requirement.
1.Low Flow: Choose one of the following detention basin low flow options as applicable:
a. Turf swale for low flow path in detention basin.
There is a minimum 2% grade in the flow-line(s) of the detention basin. The flattest as-built grade
is .
b.Concrete pan for low flow in detention basin.
There is a concrete pan installed that meets the grades as shown on the approved construction
plans. (Show as-built spot elevations.)
c.Soft pan for low flow in detention basin.
•Verify and document the soft pan material gradation, trench width and depth - to be verified
during construction by engineer. Picture documentation is preferred or engineer’s statement of
visual inspection and compliance. (Choose one below.)
o There is a soft pan with an underdrain installed that meets the design on the approved
construction plans. (Show the underdrain grades, bedding material, geotextile, spot elevations,
bends, cleanouts, etc.)
o There is soft pan installed without an underdrain but there is a type A or B soil. The soil
type must be documented by supplying verification from a registered professional geotechnical
engineer.
NOTE: Spot elevations are to be within 0.2 ft. +/-.
2. Side Slopes: The as-built side slopes of the detention basin have been calculated and are shown.
Indicate the side slope with an arrow and a numerical value (e.g., 6.25:1). The maximum slope allowed
is 4:1. Small areas of 3:1 may be acceptable, but slopes steeper than 3:1 must be stabilized or re-
graded. Provide documentation if a variance was granted for steeper slopes during the design process.
3.Spillway: The following items must be field verified:
a.The location of the spillway is indicated on the as-built plan.
b.The width of the spillway is indicated on the as-built plan.
c.The elevation(s) of the spillway is shown on the as-built plan.
d.A concrete ribbon defines the location and grade of the spillway.
e.There is downstream scour protection in the spillway as per the construction plans. Indicate
type: (riprap size “D50” gradation and bedding type, geotextile, buried
riprap with inches of bury, etc.).
f.There are no obstructions in the spillway, such as trees, bushes, sidewalks, landscape
features, rocks, etc.
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4.Outlet Structure:
a.The orifice plate for the approved release rate is installed with the correct size and location of
the orifice.
b.The orifice plate for the water quality outlet is installed with the correct hole size, number of
rows and columns of holes.
c.The bottom hole on both the water quality and quantity outlets are at the bottom of the plate
so no water ponds in front of the plate.
d.The well screen is the correct material and is installed as shown on the construction plans.
e.100-year overflow grate elevation is . (Elev. A on detail D-46)
f.The top elevation of the water quality capture volume is . (Elev. B on detail
D-46)
g.Overflow grate is made of the correct material, has the correct bar spacing, is hinged at the
top and bolted at the bottom.
h.The bottom of the outlet box has no obstructions or misalignments that will cause it to retain
runoff water and is sloped at 2% towards outlet.
II.Channels/Swales - FCSCM Ch. 8, Sec. 2.0 and Ch. 9, Sec. 5.0
A. Capacity: The as-built capacity of all the major channels and swales has been verified. They meet
or exceed capacity requirements shown in the approved drainage study for this project.
1.All swales are located within the drainage easements as shown on the construction plans.
2.Longitudinal slopes and side-slopes (cross-sections) have been verified. Design criteria requires
longitudinal slopes of 2% min. (on vegetated swales) and side-slopes no steeper than 4:1. If these
criteria are not met, the certification engineer will write a justification and propose mitigation for each
instance or have the issues corrected. If variances to these criteria have previously been approved and
are shown on the construction plans, no justification is needed.
3.As-built spot elevations on channels/swales are shown that correspond to spot elevations
shown on the approved construction plans.
4.All permanent erosion control measures are installed as shown on the approved construction
plans (e.g., drop structures, riprap, TRMs, etc.). (Include pictures and verification of the materials used
as part of this verification.)
5.All pans, curbs, storm pipes or other appurtenances appropriately tie into each other in the
system. (Pictures at tie-in points suggested.)
6.The minimum freeboard is provided for all channels and swales as shown on the approved
construction plans or as identified in the approved drainage study. (Show the freeboard provided on
the cross-sections as on the construction plan set or attached as separate documentation.)
7.The low flow portion of all channels or swales is clear of obstructions. (No landscaping, trees,
shrubs, sod, etc. infringe on the low flow portion of channels or swales.)
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III.Storm Pipes (aka storm drains) - FCSCM Ch. 9, Sec. 4.0
A. Storm Drain Pipe Capacity: The as-built capacity of all pipes installed on this project has been
verified and meets or exceeds the capacity requirements shown in the approved drainage study for this
project.
1.All storm drain pipe sizes and materials have been verified and are in conformance with the
approved construction plans. (Indicate on the plan and profile sheets that they have been verified.)
Material and size substitutions must be approved prior to installation. If a pipe size or material was
changed during construction, the certification engineer must attach the approval documents or supply
them with this certification. Approval documents must include a calculation documenting the capacity
equivalency (equal or greater) of the substituted size.
2.The longitudinal slope of the pipe is as shown on the approved construction plans. The
acceptable minimum slope is 0.4%. All slopes flatter than the designed slope on the construction plans
must be justified with capacity calculations on an attached sheet.
3.The as-built invert elevations have been verified and are shown on the plan and profile sheets of
the approved construction plans.
B.Storm Drain Pipe Installation Requirements: All pipes are installed in accordance with the
approved construction plans and construction specifications.
1.The minimum cover requirements for all pipes have been met as shown on the approved
construction plans. These will be called out in critical locations.
2.All encasements and clearances as specified on the approved construction plans have been met.
3.Any specific joint types or construction methods specified on the approved construction plans
have been met. (List on a separate sheet and attach to this certification.)
IV.Concrete Pans - FCSCM Ch. 8, Sec. 2.0
A. Construction/Installation: All concrete pans have been constructed in accordance with the
approved construction plans.
1.The concrete pans are the correct size/width as shown on the approved construction plans.
2.The longitudinal slopes of the pans are as shown on the approved construction plans. The
certification engineer must justify or mitigate longitudinal slopes less than the minimum of 0.4% unless
a flatter slope was approved and is shown on the approved construction plans. Provide mitigation or
justification by separate document.
3.The cross-section of the pan is as shown on the construction plans. (Specifically, the pan cross-
section is “V” shaped and meets the side slope shown on the detail.)
4.The concrete pans are a minimum of 6 inches thick without reinforcement and a minimum of 4
inches thick with a minimum of 6X6-W14xW14 reinforcement per detail D20B and D20C. (Provide
documentation of the reinforcement used if different than shown on the details or on the approved
construction plans.)
5.The spot elevations shown on the concrete pan(s) have been verified and are shown on the as-
built drawings.
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V. Storm Drain Inlets - FCSCM Ch. 9, Sec. 3.0
A. Construction/Installation: All storm drain inlets have been constructed in accordance with the
approved construction plans and construction specifications.
1.The size and type of inlets are consistent with the inlets shown on the approved construction
plan. Indicate by writing “Verified” on each inlet on the plan sheet or list on a separate document the
inlet number(s), type and size (length). If the inlet installed is other than the one on the approved
construction plan detail sheet, provide the name and source of the detail with justification for equal or
better capacity.
2.The size of the inlet opening is consistent with the approved detail. (Check height and width.)
3.The elevation of the grate (if applicable) is at the elevation shown on the street profile or as
indicated by a spot elevation on the construction plans.
4.The as-built invert elevations of all pipes entering and leaving the inlet are shown on the plan
and profile sheets within construction tolerance of 0.2 feet. If substantially different, provide
justification and capacity calculations to show the capacity is not affected or propose mitigation.
5.The as-built size of the inlet box is as shown on the construction plans or an explanation or
justification is attached.
6.All Type C, R, 13 and 16 inlet covers are stenciled or stamped with the following designation (or
an equivalent): NO DUMPING – DRAINS TO POUDRE RIVER.
VI.Culverts - FCSCM Ch. 9, Sec. 4.0
A. Construction/Installation: All culverts have been constructed and/or installed in accordance with
the approved construction plans and construction specifications.
1.All culvert sizes have been verified as indicated on the as-built construction plans as correct.
2.The culvert material type for all culverts installed is as on the approved construction plans and is
indicated on the as-built plans.
3.The as-built invert “in and out” elevations have been verified and are indicated on the as-built
construction plans.
4.The culvert headwalls or wing walls have been installed as shown on the approved construction
plans. Headwalls or wing walls may be needed in the as-built conditions onsite if the slopes adjacent to
the culvert are greater than 4:1. Please note areas needing stabilization in the certification narrative.
An alternative to consider is a turf reinforcement mat (TRM).
VII.Sub-Drains
A. Construction/Installation: All sub-drains shown on the construction plans have been installed in
accordance with those plans and the construction specifications. Sub-drains installed with the sanitary
sewer are to be verified on the sanitary sewer plan and profile sheets of the construction plans. (NOTE:
Indicate any sub-drains installed after the plans were approved on the as-built plans.)
1.The size of the sub-drains are as approved on the construction plans and are indicated on the as-
built plans.
2.The type of sub-drain, in particular the perforated and non-perforated sections of the drain, are
as indicated on the approved construction plans.
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3.The cover requirements per the construction plans are provided.
4.The cleanouts have been installed at the locations shown on the construction plans and are
accessible for cleaning. (Cleanouts can be buried a maximum of 6 inches deep with their locations
marked.)
5.The backfill materials for sub-drains are as shown on the approved construction plans. (This
includes the type, depth and width.)
6.The geo-textile liner completely wraps the sub-drain and the permeable backfill material unless
shown otherwise on the approved construction plans. (Sub-drain pipe wrapped in a sock filter material
is accepted only if approved prior to installation.)
VIII.Curb Cuts
A. Construction: All curb cut openings are constructed in accordance with the approved construction
plans and construction specifications.
1.The size (width) of the curb cut opening is as shown on the approved construction plans.
2.The curb cut openings tie into a downstream swale, pipe, or other appurtenances with a smooth
transition and there no obstructions such as riprap or sod impeding the flow downstream of the curb
cut.
IX.Sidewalk Culverts & Chases
A. Construction/Installation: All sidewalk culverts have been installed at the locations shown on the
approved construction plans.
1.The size (width and length) of the culverts are as shown on the approved construction plans.
2.The cover plate is a minimum 5/8-inch galvanized plate bolted to a galvanized angle iron per the
detail shown on the approved construction plans or per the City’s detail.
3.The sidewalk culvert invert “in and out” elevations have been verified and are indicated on the
as-built plans.
4.The sidewalk culvert opening is as shown on the approved construction plans or per the City’s
detail.
5.There is a smooth transition both on the inlet and outlet ends of the sidewalk culvert with no
obstructions such as riprap or sod impeding the flow into or out of the sidewalk culvert.
X. Site Grading - FCSCM Ch. 8
A. Construction: All common open spaces have been graded in accordance with the approved
construction plans.
1.The grading on all common open spaces bordering private lots has been verified as correct and
the as-built rear lot corner elevations have been shown on the as-built plans.
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2.The as-built contours for “overlot grading” are shown on the as-built construction plans for all
common open spaces, tracts, outlots, etc. If not in compliance, please attach a narrative describing the
situation for noncompliance and when it may be corrected. An escrow for overlot grading may be
required. (NOTE: Residential Lot Grading Certification is a separate process from this Overall Site
Certification. It is understood that residential lots will be brought to final grade once the foundation is
backfilled so they may be lower than the plan shows at this Overall Site Certification stage.)
3.All turf reinforcement mats (TRMs) have been installed as shown on the approved construction
plans and the slopes are stabilized.
XI.Permanent Erosion Control BMPs - FCSCM Ch. 9, Sec. 7.0
A. Construction: All permanent erosion control BMPs have been installed per the approved
construction plans.
1.All riprap has been installed in the locations and sizes indicated on the approved construction
plans.
2.All fabric has been installed in the locations and sizes indicated on the approved construction
plans.
a.All fabric was installed per the details on the approved construction plans.
XII.Post-Construction Site Cleanup - FCSCM Ch. 3, Sec. 2.0
A. Construction: All construction debris and obstructions of any kind have been removed from
drainage paths.
1.All construction debris has been removed except in staging area(s).
2.All ruts have been smoothed out in all construction areas.
3.All areas needing reseeding have been identified and future stabilization goals have been
coordinated with the Erosion Control Inspector and in accordance with FCSCM Vol.2 Chapter 12. Note
the area needing stabilization in the narrative.
XIII.Certification of LID and Water Quality Facilities - FCSCM Ch. 7
A.Attached are the During Construction Inspection Checklist for Low Impact Development (LID) and
other items to be verified during construction, along with pictures and other required documentation.
B.Attached is verification of the rain garden and/or sand filter flat surface area(s) and ponding
volume(s). This verification includes survey of critical elevations.
C.Attached is verification of the underground infiltration required volume(s), weir elevations,
orifices, inspection ports and filtering fabric. This verification includes survey of critical elevations.
D.All visible LID design features were verified as part of the engineer's site visit.
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1/19 Page 1 of 2
DURING CONSTRUCTION INSPECTION CHECKLIST
To be completed by Construction Superintendent
This checklist is to be completed during construction and included with the Overall Site and Drainage Certification.
Use “Yes” for items completed as described.
Use “N/A” for items that are not applicable to the site being certified.
If any blanks are “No,” attach an explanation referencing the item number below.
Project Name: Waters edge Date: 08/30/22
Building Permit Numbers:
I. Compaction
A. Yes All berms and embankments meet the compaction requirements as specified in the project geotechnical report or comply with the
City’s standard, which is “soils should be compacted within a moisture content range of 2% below to 2% above optimum moisture content
and compacted to 95% of the Maximum Standard Proctor Density (ASTM D698).” Compaction requires verification during construction.
Provide testing log from contractor/engineer.
II. Storm Drain Pipe Installation Requirements
A. Yes The pipe trenches have been compacted in accordance with Section 02225‐3.07.A.1. of the Fort Collins Development Construction
Standards for Water, Wastewater, Stormwater (e.g., the trenches in the roadways are to be 95% of maximum density and all other areas
are to be at 90%, both in accordance with ASTM D698).
III. Energy Dissipation and Erosion Protection ‐ FCSCM Chapter 9, Section 7.0
A. Riprap
1. Yes The riprap bedding is a granular bedding of the gradation and thickness indicated on the approved construction plans.
2. Yes A filter fabric was installed instead of granular bedding and is the material shown on the approved construction plans or was an
approved equal. Provide documentation for an approved equal.
3. Yes The riprap is the gradation shown on the approved construction plans with a D50 of various per plan.
4. Yes The riprap thickness is as shown on the approved construction plans and extends to the horizontal limits shown.
5. Yes The riprap is buried to the depth indicated on the approved construction plans. (A minimum of 6 inches of soil is required.)
B. Permanent Erosion Control Fabric ‐ FCSCM Vol.1, Ch.7
1. Yes All fabric was installed per manufacturer’s specifications.
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IV. Other Permanent BMPs
A. Yes All cut‐off walls have been installed in accordance with the approved construction plans. (Cut‐off walls are required for irrigation ditch
crossings of storm drain pipes.)
V. Extended Detention Basins
A. Yes Installation of this facility was verified via inspection by a City‐Stormwater Inspector at the point of installation of the water quality
control box(es). Provide date of inspection and name of inspector: Martha cruse
Included certification sheet(s):
Please check the appropriate box(es) for the Low Impact Development
(LID) facilities found on this site and complete the corresponding
certification sheets.
☐ Permeable Interlocking Concrete Pavers
☒ Bioretention Cells (Rain Gardens)
☐ Sand Filters
☐ Vegetated Buffers
☐ Underground Infiltration
☐ Other LID – For certification of Dry Wells, Tree Filters,
Constructed Wetland Channels & Ponds, etc., contact City Staff
to determine requirements to exhibit the LID facility has been
constructed and functions as intended per the approved
drainage report.
*Please provide photographic documentation of the installation of all
stages of all LID facilities.
**Please contact the City Stormwater Inspector at
stormwaterinspection@fcgov.com to discuss inspection requirements
for each LID facility and request inspections.
***All facilities being certified must be “clean” – free of sediment &
construction debris – prior to certification or acceptance of the facility.
Completed by:
Name: Roland Tremble
Title: Projec manager
Email: rtremble@yahoo.com
Phone: 970) 215‐8897
Company: Connell Resources
Address: 7785 highland meadows parkway #100
Fort collins, CO 80528
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Permeable Interlocking Concrete Pavers
Item/Activity Yes No N/A Submittal Requirements Submitted?/Response
Stormwater Inspection
Pre‐construction meeting was held with City‐Stormwater
Inspector to discuss installation, inspection, checklist, and
protection from sedimentation
☐ ☐ ☐
Record date, inspector name, meeting
location (i.e. DCP, initial erosion control
inspection, etc.)
Sub‐surface inspection(s): Installation of this facility was
verified via inspection by a City‐Stormwater Inspector at the
point of installation of the outlet, underdrain, geomembrane
layer, and sub‐base courses (per design in Final Plan
Documents)
☐ ☐ ☐
Record date(s) of inspection and
inspector’s name
Surface inspection(s): Installation of this facility was verified via
inspection by a City‐Stormwater Inspector at the point of
installation of the pavers and joint fill material
☐ ☐ ☐
Record date(s) of inspection and
inspector’s name
Excavation
Heavy equipment did not encroach into the excavated area
(prevents over‐compaction) ☐ ☐ ☐
Bottom of cell was “ripped” after excavation ☐ ☐ ☐ Provide photographs before and after
“ripping”
Bottom surface of cell is flat and level ☐ ☐ ☐ Provide photograph
Impermeable Liner
Impermeable liner meets design specifications ☐ ☐ ☐ Provide specifications of delivered
material
Impermeable liner is attached to concrete perimeter wall ☐ ☐ ☐ Provide photograph
Impermeable liner is buried with no exposure ☐ ☐ ☐
Any penetrations of the impermeable liner have been sealed
and checked for water‐tightness ☐ ☐ ☐ Provide photograph (if necessary)
Edge Restraint and Concrete Cut‐Off Wall
The required edge restraint meets design specifications ☐ ☐ ☐ Provide specification of installation
Concrete cut‐off wall meets design specifications for: ☐ ☐ ☐ Provide specification of installation
‐ Dimensions ☐ ☐ ☐
‐ Reinforcement ☐ ☐ ☐
‐ Footings ☐ ☐ ☐
Underdrain System
Underdrain pipe meets design specifications ☐ ☐ ☐ Provide photograph
At least one cleanout is provided per underdrain lateral ☐ ☐ ☐ Provide photograph
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Cleanout pipe is solid (not perforated/slotted) ☐ ☐ ☐ Provide photograph
Cleanout covers are installed and watertight ☐ ☐ ☐ Provide photograph
Verify the underdrain is NOT wrapped in geotextile fabric ☐ ☐ ☐ Provide photograph
Verify there is no orifice plate on the underdrain outfall ☐ ☐ ☐ Provide photograph
Underdrain integrity tested after backfilling using TV and/or
water test ☐ ☐ ☐ Provide documentation of test results
Aggregate
Sub‐base Course(e.g., #2/4):
‐ Has 90% fractured faces
‐ Is thoroughly washed (virtually free of fine sediment)
‐ Is installed to the required design depth
☐ ☐ ☐
Provide load ticket, photographs, and
record depth installed
Basecourse (e.g., #57):
‐ Has 90% fractured faces
‐ Is thoroughly washed (virtually free of fine sediment)
‐ Is installed to the required design depth
☐ ☐ ☐
Provide load ticket, photographs, and
record depth installed
Leveling Course / Joint Fill (e.g., crushed #89):
‐ Has 90% fractured faces
‐ Is thoroughly washed (virtually free of fine sediment)
‐ Is dry screened
‐ Is installed to the required design depth and to the top
of the paver joints
☐ ☐ ☐
Provide load ticket, photographs, and
record depth installed
Aggregate materials are installed and compacted according to
manufacturer’s and/or design specifications ☐ ☐ ☐ Provide photographs and documentation
of compaction
Protection During Construction
PICP area is protected from construction site sediment,
including runoff from the upstream catchment and
construction equipment traffic ☐ ☐ ☐
Specify how the area was covered and/or
otherwise protected to prevent
construction runoff from entering the
pavement
Close Out
Cracked/broken paver units have been removed and replaced ☐ ☐ ☐
Paver height offsets are no more than 1/4” between adjacent
units & surface contains no deformations
(depressions/settlement) exceeding 1/2"
☐ ☐ ☐
Upstream catchment is stabilized prior to diverting runoff into
PICP system ☐ ☐ ☐
1/19 Page 1 of 3
Bioretention Cells (Rain Gardens)
Item/Activity Yes No N/A Submittal Requirements Submitted?/Response
Stormwater Inspection
Pre‐construction meeting was held with City‐Stormwater
Inspector to discuss installation, inspection, checklist, and
protection from sedimentation
☒ ☐ ☐
Record date, inspector name, meeting
location (i.e. DCP, initial erosion control
inspection, etc.)
DCP and onsite with
martha
Underdrain and basecourse inspection(s): Installation of this
facility was verified via inspection by a City‐Stormwater
Inspector at the point of installation of the outlet, underdrain,
geomembrane layer, and base course (per design in Final Plan
Documents)
☒ ☐ ☐
Record date(s) of inspection and
inspector’s name
Martha at various times
Pea gravel and BSM inspection(s): Installation of this facility
was verified via inspection by a City‐Stormwater Inspector at
the point of installation of the pea gravel and bioretention
sand media
☒ ☐ ☐
Record date(s) of inspection and
inspector’s name
Martha at various times
Excavation
Heavy equipment did not encroach into the excavated area
(prevents over‐compaction) ☒ ☐ ☐
Bottom of cell was “ripped” after excavation ☒ ☐ ☐ Provide photographs before and after
“ripping”
Bottom surface of cell is flat and level ☒ ☐ ☐ Provide photograph
Excavated area is protected/surrounded by sediment/runoff
control measures during construction ☒ ☐ ☐ Provide photograph
Intake
Upstream catchment drains to inlet/bioretention cell per plan
and flows are fully captured ☒ ☐ ☐
Forebay
Forebay is installed according to design specifications ☐ ☐ ☒ Provide photograph
There is a minimum 3” drop at the forebay entrance ☐ ☐ ☒ Provide photograph
Forebay will drain fully and not hold standing water ☐ ☐ ☒
Outlet Structure/Overflow
Emergency overflow elevation is confirmed
☒ ☐ ☐
Measure and record distance from
overflow to top of media filter; provide
photograph
As built survey
Overflow inlet elevation is set above bioretention media per
plan ☒ ☐ ☐ Provide photograph
1/19 Page 2 of 3
Overflow inlet invert elevation is at least 3 inches below
containment wall/berm (to direct overflow into inlet) ☒ ☐ ☐
Measure and record distance between
inlet and top of containment wall/berm;
provide photograph
See as built survey
Overflow path and check dams, if used, are armored to protect
from erosion and maintain elevations ☒ ☐ ☐ Provide photograph
Impermeable Liner
Impermeable liner meets design specifications ☐ ☐ ☒ Provide specifications of delivered
material
Impermeable liner is appropriately anchored ☐ ☐ ☒ Provide photograph
Impermeable liner is buried with no exposure ☐ ☐ ☒
Any penetrations of the impermeable liner have been sealed
and checked for water‐tightness ☐ ☐ ☒ Provide photograph (if necessary)
Underdrain System
Underdrain pipe meets design specifications ☒ ☐ ☐ Provide photograph
At least one cleanout is provided per underdrain lateral ☒ ☐ ☐ Provide photograph
Cleanout pipe is solid (not perforated/slotted) ☒ ☐ ☐ Provide photograph
Cleanout covers are installed and watertight ☒ ☐ ☐ Provide photograph
Verify the underdrain is NOT wrapped in geotextile fabric ☒ ☐ ☐ Provide photograph
Verify there is no orifice plate on the underdrain outfall ☒ ☐ ☐ Provide photograph
Underdrain integrity tested after backfilling using TV and/or
water test ☒ ☐ ☐ Provide documentation of test results Water test
Filter Media and Aggregate
Reservoir aggregate layer (ASTM #57 or #67):
‐ meets design specifications
‐ is installed to the required design depth
☒ ☐ ☐
Provide load ticket, photographs, and
record depth installed
Connell 1” bedding rock
12” depth
Diaphragm aggregate layer (“Pea Gravel” with gradation ASTM
#8, #89, or #9):
‐ meets design specifications
‐ is installed to the required design depth
☒ ☐ ☐
Provide load ticket, photographs, and
record depth installed
Connell Pea gravel at
6” depth
Bioretention Sand Media (BSM) composition:
‐ meets design specifications
‐ is installed to the required design depth
☒ ☐ ☐
Provide load ticket, photographs, and
record depth installed
Ewing / Hagemans
earth cycle Bioswale
media 12” Depth
BSM was “machine mixed” by supplier prior to delivery ☒ ☐ ☐ Provide load ticket
BSM is installed flat and level ☒ ☐ ☐ Provide photograph
Other Structural Components
Containment wall/berm is continuous and level ☒ ☐ ☐
Landscaping
1/19 Page 3 of 3
Verify final landscaping is free of sod ☐ ☐ ☐ If sod is used, it must be shown to be
“sand‐grown”
Final landscaping (non‐floatable mulch) is flat and level ☐ ☐ ☐ Provide photograph
Vegetation is planted according to landscape design
specifications and final landscaping plan ☐ ☐ ☐ Provide photograph
Verify that weed barrier is NOT installed ☐ ☐ ☐
Temporary irrigation installed
☐ ☐ ☐
If N/A, then verify that permanent
irrigation is installed to establish/maintain
vegetation
Close Out
Upstream catchment stabilized prior to diverting runoff into
bioretention cell ☐ ☐ ☒
1/19 Page 1 of 1
Vegetated Buffers
Item/Activity Yes No N/A Submittal Requirements Submitted?/Response
Construction
Buffer area was sectioned off to eliminate site disturbance and
compaction during construction ☐ ☐ ☐ Provide photograph(s)
Level spreader has been installed per plan (if applicable) ☐ ☐ ☐ Provide photograph
Soils in the buffer area have been amended ☐ ☐ ☐ Record soil amendment certification with
Environmental & Regulatory Affairs
Vegetation is planted according to landscape design
specifications and final landscaping plan ☐ ☐ ☐ Provide photograph
1/19 Page 1 of 3
Sand Filters
Item/Activity Yes No N/A Submittal Requirements Submitted?/Response
Stormwater Inspection
Pre‐construction meeting was held with City‐Stormwater
Inspector to discuss installation, inspection, checklist, and
protection from sedimentation
☐ ☐ ☐
Record date, inspector name, meeting
location (i.e. DCP, initial erosion control
inspection, etc.)
Underdrain and basecourse inspection(s): Installation of this
facility was verified via inspection by a City‐Stormwater
Inspector at the point of installation of the outlet, underdrain,
geomembrane layer, and base course (per design in Final Plan
Documents)
☐ ☐ ☐
Record date(s) of inspection and
inspector’s name
Pea gravel and filter media inspection(s): Installation of this
facility was verified via inspection by a City‐Stormwater
Inspector at the point of installation of the pea gravel and filter
media
☐ ☐ ☐
Record date(s) of inspection and
inspector’s name
Excavation
Heavy equipment did not encroach into the excavated area
(prevents over‐compaction) ☐ ☐ ☐
Bottom of cell was “ripped” after excavation ☐ ☐ ☐ Provide photographs before and after
“ripping”
Bottom surface of cell is flat and level ☐ ☐ ☐ Provide photograph
Excavated area is protected/surrounded by sediment/runoff
control measures during construction ☐ ☐ ☐ Provide photograph
Intake
Upstream catchment drains to inlet/sand filter per plan and
flows are fully captured ☐ ☐ ☐
Forebay (If Applicable)
Forebay is installed according to design specifications ☐ ☐ ☐ Provide photograph
There is a minimum 3” drop at the forebay entrance ☐ ☐ ☐ Provide photograph
Forebay will drain fully and not hold standing water ☐ ☐ ☐
Outlet Structure/Overflow
Overflow inlet elevation is set above sand filter media per plan
(typically 1 to 3 feet) ☐ ☐ ☐ Provide photograph
Overflow inlet invert elevation is at least 3 inches below
containment wall/berm (to direct overflow into inlet) ☐ ☐ ☐
Measure and record distance between
inlet and top of containment wall/berm;
provide photograph
1/19 Page 2 of 3
Overflow path and check dams, if used, are armored to protect
from erosion and maintain elevations ☐ ☐ ☐ Provide photograph
Impermeable Liner (If Applicable)
Impermeable liner meets design specifications ☐ ☐ ☐ Provide specifications of delivered
material
Impermeable liner is appropriately anchored to the perimeter
wall ☐ ☐ ☐ Provide photograph
Impermeable liner is buried with no exposure ☐ ☐ ☐
Any penetrations of the impermeable liner have been sealed
and checked for water‐tightness ☐ ☐ ☐ Provide photograph (if necessary)
Underdrain System
Underdrain pipe meets design specifications ☐ ☐ ☐ Provide photograph
At least one cleanout is provided per underdrain lateral ☐ ☐ ☐ Provide photograph
Cleanout pipe is solid (not perforated/slotted) ☐ ☐ ☐ Provide photograph
Cleanout covers are installed and watertight ☐ ☐ ☐ Provide photograph
Verify the underdrain is NOT wrapped in geotextile fabric ☐ ☐ ☐ Provide photograph
Verify there is no orifice plate on the underdrain outfall ☐ ☐ ☐ Provide photograph
Underdrain integrity tested after backfilling using TV and/or
water test ☐ ☐ ☐ Provide documentation of test results
Filter Media
Filter media composition (e.g. ASTM C 33 Sand):
‐ meets design specifications
‐ is installed to the required design depth
☐ ☐ ☐
Provide load ticket, photographs, and
record depth installed
Pea gravel layer:
‐ meets design specifications
‐ is installed to the required design depth
☐ ☐ ☐
Provide load ticket, photographs, and
record depth installed
Filter Media is installed flat and level ☐ ☐ ☐
Other Structural Components
Containment wall/berm is continuous and level ☐ ☐ ☐
Landscaping
Verify final landscaping is free of sod ☐ ☐ ☐ If sod is used, it must be shown to be
“sand‐grown”
Final landscaping (non‐floatable mulch) is flat and level ☐ ☐ ☐ Provide photograph
Vegetation is planted according to landscape design
specifications and final landscaping plan ☐ ☐ ☐ Provide photograph
Verify that weed barrier is NOT installed ☐ ☐ ☐
1/19 Page 3 of 3
Temporary irrigation installed
☐ ☐ ☐
If N/A, then verify that permanent
irrigation is installed to establish/maintain
vegetation
Close Out
Upstream catchment stabilized prior to diverting runoff into
sand filter cell ☐ ☐ ☐
1/19 Page 1 of 2
Underground Infiltration
Item/Activity Yes No N/A Submittal Requirements Submitted?/Response
Stormwater Inspection
Manufacturer’s representative pre‐construction meeting: A
pre‐construction meeting was completed with the
manufacturer’s representative and installers
☐ ☐ ☐
Record date and who was present at the
meeting
Pre‐construction meeting was held with City‐Stormwater
Inspector to discuss installation, inspection, checklist, and
protection from sedimentation
☐ ☐ ☐
Record date, inspector name, meeting
location (i.e. DCP, initial erosion control
inspection, etc.)
Inspection(s): Installation of this facility was verified via
inspection by a City‐Stormwater Inspector at the point at which
the chambers had been laid/prior to backfilling.
Correct fabric placement was confirmed.
☐ ☐ ☐
Record date(s) of inspection and
inspector’s name
Excavation
Heavy equipment did not travel across underground cell area
during excavation (prevents over‐compaction) ☐ ☐ ☐
Bottom of cell was “ripped” after excavation ☐ ☐ ☐ Provide photographs before and after
“ripping”
Bottom of cell is flat and level, or graded per approved grading
plans ☐ ☐ ☐ Provide photograph
Non‐woven fabric is installed per manufacturer’s specifications
and was not damaged during construction (around system) ☐ ☐ ☐ Provide photograph
Woven fabric is installed per manufacturer’s specifications and
was not damaged during construction (beneath chambers) ☐ ☐ ☐ Provide photograph
Excavated area is protected/surrounded by sediment/runoff
control BMPs during construction ☐ ☐ ☐ Provide photograph
Impermeable Liner
Impermeable liner meets design specifications ☐ ☐ ☐ Provide specifications of delivered
material
Impermeable liner is not exposed ☐ ☐ ☐
Any penetrations of the impermeable liner have been sealed
and checked for water‐tightness. ☐ ☐ ☐ Provide photograph (if necessary)
Aggregate
Foundation and embedment materials are installed and
compacted according to design and manufacturer’s
specifications
☐ ☐ ☐
Provide load ticket and photograph(s)
Underdrain System
1/19 Page 2 of 2
Underdrain pipe meets design specifications ☐ ☐ ☐ Provide photograph
At least one cleanout is provided per underdrain lateral ☐ ☐ ☐ Provide photograph
Cleanout pipe is solid (not perforated/slotted) ☐ ☐ ☐ Provide photograph
Cleanout covers are installed and watertight ☐ ☐ ☐ Provide photograph
Verify the underdrain is NOT wrapped in geotextile fabric ☐ ☐ ☐ Provide photograph
Verify there is no orifice plate on the underdrain outfall ☐ ☐ ☐ Provide photograph
Underdrain integrity tested after backfilling using TV and/or
water test ☐ ☐ ☐ Provide documentation of test results
Manifold system
Overflow weir elevation is set at/above water quality storm
elevation ☐ ☐ ☐ Record weir elevation on survey
Maintenance access is provided for each Isolator Row ☐ ☐ ☐
At least one inspection port has been provided for each Isolator
Row (located in middle third of each row) ☐ ☐ ☐
Upstream catchment drains to inlet/intake properly ☐ ☐ ☐
Underground Detention Chambers
All chambers were installed per approved Utility Plans and
manufacturer’s specifications ☐ ☐ ☐ Photograph
Close Out
Upstream catchment is stabilized prior to diverting runoff into
Underground Detention system ☐ ☐ ☐
All Isolator Rows, chambers, and pipes are cleaned and
sediment/debris has been removed ☐ ☐ ☐
SCALE 1:40 ON 24X36 SHEET
LEGEND
D
D
D
D
D
D
D
185
186
184
183
182
119
181
180
179
174
173
172
171
175
178
177
150
120
137
138
157
158
159
156
149
155
152
154
151
160
153 162
161
163
167
164
165
176
166
169
168
170
136
188187
218
217 216 215 214
223222221
220
219
259
258 257 256
262
260
261
263 264 265
S
S
W
S
MP
DRAINAGE AS-BUILT SURVEY
CONNELL RESOURCES
WATER'S EDGE
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-27-2022
DRAWN BY: MCF/SAS
NAME: WATERS EDGE
FILE NAME: 2020290DRAINAGE ASB
CLIENT: CONNELL
CHECKED BY: JR SCALE: 1" = 60'
1
SHEET 1 OF 5
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
Feet
0 60 120
ADDED UNDER DRAIN-ADD STORM 9-19-22
UPDATED STORM ASB-ADDED SWALE 12-7-22
LEGEND
MP
D
D
D
D
D
D
DP
DP
DP
MP
DDDD
D
D
D
D
D
D
DP
DP
DP
MP
DP
DP
MP
DP
DP
MP
DP
DP
MP
DP
MP
MP
DP
24
304
185
186
184
183
182
181
180
179
174
173
172
171
175
178
177
300 301 302
297298299
280 281 282 283
67
8
9
222327252628293031
284
295
321
296
303
324
165
176
166
169
170
319 318 317 316 315
320 322 323
121
136
230
200
199
198
202
201
236 237
238235
203204205206207208209
228 229
232231 233 234
195 196
226
194193192191190189188187
218
217 216 215 214 213 212 211 210
227
253
225
224
223222221
220
219
259
258 257 256 255
254
249
252 251 250
262
248 247 246 245
243
244
260
261
263 264 271265266267268269270
279
272 273 274 275 276 277 278
242
241
240
239
197
S
W
S
DRAINAGE AS-BUILT SURVEY
CONNELL RESOURCES
WATER'S EDGE
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-27-2022
DRAWN BY: MCF/SAS
NAME: WATERS EDGE
FILE NAME: 2020290DRAINAGE ASB
CLIENT: CONNELL
CHECKED BY: JR SCALE: 1" = 60'
2
SHEET 2 OF 5
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
Feet
0 60 120
ADDED UNDER DRAIN-ADD STORM 9-19-22
UPDATED STORM ASB-ADDED SWALE 12-7-22
MP
D
D
D
D
DP DP DP
DP
MP
DP
DP
DP
DP
DP
DP
DP
DP
MP
DP
D
DDDD
D
D
D
D
D
D
DP
MP
DP
DPDP
DP
MP
DP
DP
DP
DP
DP
DP
DP
DP
DP
MP
MP
DP DP
DP
MP
MP
MP
DP
DP
DP
DP
MP
DP DP
DP
MP MP
MP
MP
DP DP
24
288
304 309
45
44
300 301 302
297298299
280 281 282 283
67
8
9
10
222327252628293031
11
12
13
14
5
284 285 286 287
4
289
3
290
2 1
291292295293294296
303 305 306 308
59
307
58
60
56
57
50
54
55
53
52
48
51
49
47
46
16
15
43
19
17
21
37 20
42
41
62
39
38
63
64
65
66
67
73
74
75
76
77
79
80
81
82
83
84
85
96
95
94
93
92
91
90
3635343332
253
257 256 255
254
249
252 251 250
248 247 246 245
243
244
264 271265266267268269270
279
272 273 274 275 276 277 278
242
241
240
239
W
S
LEGEND
DRAINAGE AS-BUILT SURVEY
CONNELL RESOURCES
WATER'S EDGE
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-27-2022
DRAWN BY: MCF/SAS
NAME: WATERS EDGE
FILE NAME: 2020290DRAINAGE ASB
CLIENT: CONNELL
CHECKED BY: JR SCALE: 1" = 60'
3
SHEET 3 OF 5
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
Feet
0 60 120
ADDED UNDER DRAIN-ADD STORM 9-19-22
UPDATED STORM ASB-ADDED SWALE 12-7-22
D
D
D
D
D
D
D
D
D
D
D
D 119
148
178
177
150
133
103110
111
112
113
114
115
116
117
118
120
137
138
141
140
139
142
143
144
145
146
147
157
158
159
156
149
155
152
154
151
160
153 162
161
163
164
176
128
127
126
129
132
130
125
124
123
122
121
136
135
134
131
259
258 257 256 255
262
260
261
263 264 265
S
S
LEGEND
DRAINAGE AS-BUILT SURVEY
CONNELL RESOURCES
WATER'S EDGE
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-27-2022
DRAWN BY: MCF/SAS
NAME: WATERS EDGE
FILE NAME: 2020290DRAINAGE ASB
CLIENT: CONNELL
CHECKED BY: JR SCALE: 1" = 60'
4
SHEET 4 OF 5
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
Feet
0 60 120
ADDED UNDER DRAIN-ADD STORM 9-19-22
UPDATED STORM ASB-ADDED SWALE 12-7-22
LEGEND
MP
D
D
D
D
D
D
D
MP
DP
DP
DP
D
D
D
D
D
DP
MP
DP
DP
DP
119
148
150
79
80
81
82
83
84
85
86
87
96
95
94
93
92
91
90
89
88
9798
99
100
101
133
102
103
104
105
106
107108
109
110
111
112
113
114
115
116
117
118
120
137
138
141
140
139
142
143
144
145
146
147
157
158
159
156
149
155
152
151
128
127
126
129
132
130
125
124
123
122
121
136
135
134
131
W
S
DRAINAGE AS-BUILT SURVEY
CONNELL RESOURCES
WATER'S EDGE
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-27-2022
DRAWN BY: MCF/SAS
NAME: WATERS EDGE
FILE NAME: 2020290DRAINAGE ASB
CLIENT: CONNELL
CHECKED BY: JR SCALE: 1" = 60'
5
SHEET 5 OF 5
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
Feet
0 60 120
ADDED UNDER DRAIN-ADD STORM 9-19-22
UPDATED STORM ASB-ADDED SWALE 12-7-22
288
304 309300301302
297298299
280 281 282 283 284 285 286 287 289
290291292295293294
321
296
303 305 306 308307
324 329
319 318 317 316 315 314 313 310311312
320 322 323 328325326327
230
200
199
198
202
201
236 237
238235
203204205206207208209
228 229
232231 233 234
195 196
226
194193192191190189
214 213 212 211 210
227
253
225
224
223
256 255
254
249
252 251 250
248 247 246 245
243
244
264 271265266267268269270
279
272 273 274 275 276 277 278
242
241
240
239
197
PA
R
K
S
I
D
E
D
R
.
MORNINGSTAR WAY
SQUIB LN.
SKIFF LN.
OU
T
R
I
G
G
E
R
W
A
Y
OUTRIGGER WAY
DA
Y
S
A
I
L
E
R
W
A
Y
HE
L
M
S
M
A
N
S
T
.
MIDSHIP WAY
COMPANION WAY
MORNINGSTAR WAY
LEGEND GRADING AS-BUILT SURVEY
WATER'S EDGE EATS
CONNELL RESOURCES
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-26-2022
DRAWN BY: MCF
NAME: WATER'S EDGE
FILE NAME: 2020290POND
CLIENT: CONNELL
CHECKED BY: SAS SCALE: 1" = 60'
1
SHEET 1 OF 4
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
ADDED EX. POND AND PANS 9-19-22
Feet
0 60 120
185
186
184
183
182
119
181
180
179
174
173
172
171
175
178
177
150
120
137
138
157
158
159
156
149
155
152
154
151
160
153 162
161
163
167
164
165
176
166
169
168
170
189188187
218
217 216 215 214 213
224
223222221
220
219
259
258 257 256 255
262
260
261
263 264 265 266
BR
I
G
H
T
W
A
T
E
R
D
R
.
NA
V
I
G
A
T
O
R
W
A
Y
NAVIGA
T
O
R
W
A
Y
BA
R
N
S
W
A
L
L
O
W
C
I
R
C
L
E
TRAN
S
O
M
L
N
.
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LEGEND GRADING AS-BUILT SURVEY
WATER'S EDGE EATS
CONNELL RESOURCES
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-26-2022
DRAWN BY: MCF
NAME: WATER'S EDGE
FILE NAME: 2020290POND
CLIENT: CONNELL
CHECKED BY: SAS SCALE: 1" = 60'
2
SHEET 2 OF 4
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
ADDED EX. POND AND PANS 9-19-22
Feet
0 60 120
1''W
119
148
9798
99
100
101
133
102
103
104
105
106
107108
109
110
111
112
113
114
115
116
117
118
141
140
139
142
143
144
145
146
147
157
149
128
127
126
129
132
130
125
124
123
122
121
136
135
134
131
BA
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S
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A
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.
LEGEND GRADING AS-BUILT SURVEY
WATER'S EDGE EATS
CONNELL RESOURCES
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-26-2022
DRAWN BY: MCF
NAME: WATER'S EDGE
FILE NAME: 2020290POND
CLIENT: CONNELL
CHECKED BY: SAS SCALE: 1" = 60'
3
SHEET 3 OF 4
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
ADDED EX. POND AND PANS 9-19-22
Feet
0 60 120
24
45
44
67
8
9
10
222327252628293031
11
12
13
14
5 4 3 2 1
59
58
60
56
57
50
54
55
53
52
48
51
49
47
46
16
15
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19
17
21
37 20
42
41
62
39
38
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
79
80
81
82
83
84
85
86
87
96
95
94
93
92
91
90
89
88
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99
3635343332
279
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FL
E
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D
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.
MORNINGSTAR WAY
LEGEND GRADING AS-BUILT SURVEY
WATER'S EDGE EATS
CONNELL RESOURCES
MAJESTIC SURVEYING, LLC 1111 DIAMOND VALLEY DRIVE #104, WINDSOR, CO 80550
PROJECT NO: 2020290
DATE: 07-26-2022
DRAWN BY: MCF
NAME: WATER'S EDGE
FILE NAME: 2020290POND
CLIENT: CONNELL
CHECKED BY: SAS SCALE: 1" = 60'
4
SHEET 4 OF 4
REVISIONS:DATE:
HORIZONTAL DATUM:
FROM PROVIDED PLAN SET
VERTICAL DATUM:
NGVD 29
ADDED EX. POND AND PANS 9-19-22
Feet
0 60 120
288
304 309300301302
297298299
280 281 282 283 284 285 286 287 289
290291292295293294
321
296
303 305 306 308307
324 329
319 318 317 316 315 314 313 310311312
320 322 323 328325326327
230
200
199
198
202
201
236 237
238235
203204205206207208209
228 229
232231 233 234
195 196
226
194193192191190189
214 213 212 211 210
227
253
225
224
223
256 255
254
249
252 251 250
248 247 246 245
243
244
264 271265266267268269270
279
272 273 274 275 276 277 278
242
241
240
239
197
Feet
0 60 120
185
186
184
183
182
119
181
180
179
174
173
172
171
175
178
177
150
120
137
138
157
158
159
156
149
155
152
154
151
160
153 162
161
163
167
164
165
176
166
169
168
170
189188187
218
217 216 215 214 213
224
223222221
220
219
259
258 257 256 255
262
260
261
263 264 265 266
Feet
0 60 120
119
148
9798
99
100
101
133
102
103
104
105
106
107108
109
110
111
112
113
114
115
116
117
118
141
140
139
142
143
144
145
146
147
157
149
128
127
126
129
132
130
125
124
123
122
121
136
135
134
131
Feet
0 60 120
24
45
44
67
8
9
10
222327252628293031
11
12
13
14
5 4 3 2 1
59
58
60
56
57
50
54
55
53
52
48
51
49
47
46
16
15
43
19
17
21
37 20
42
41
62
39
38
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
79
80
81
82
83
84
85
86
87
96
95
94
93
92
91
90
89
88
9798
99
3635343332
279
Feet
0 60 120
8'' SA 8'' SA
8'' SA
8'' SA
8'' SA
8'' SA
8'' SA
8'' SA 8'' SA
8'' S
A
10''
S
A
10''
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A
10
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S
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288
304 309
45
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185
186
184
183
182
119
148
181
180
179
174
173
172
171
175
178
177
300 301 302
297298299
280 281 282 283
67
150
8
9
10
222327252628293031
11
12
13
14
5
284 285 286 287
4
289
3
290
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291292295293294
321
296
303 305 306 308
59
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58
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56
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50
54
55
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51
324
49
329
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46
16
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19
17
21
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42
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38
63
64
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66
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71
72
73
74
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76
77
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80
81
82
83
84
85
86
87
96
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94
93
92
91
90
89
88
9798
99
100
101
133
102
103
104
105
106
107108
109
110
111
112
113
114
115
116
117
118
120
137
138
141
140
139
142
143
144
145
146
147
157
158
159
156
149
155
152
154
151
160
153 162
161
163
167
164
165
176
166
169
168
170
3635343332
319 318 317 316 315 314 313 310311312
320 322 323 328325326327
128
127
126
129
132
130
125
124
123
122
121
136
135
134
131
230
200
199
198
202
201
236 237
238235
203204205206207208209
228 229
232231 233 234
195 196
226
194193192191190189188187
218
217 216 215 214 213 212 211 210
227
253
225
224
223222221
220
219
259
258 257 256 255
254
249
252 251 250
262
248 247 246 245
243
244
260
261
263 264 271265266267268269270
279
272 273 274 275 276 277 278
242
241
240
239
197
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1.09
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2.91 39
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3.50
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1.36
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0.63
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1.78
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0.79
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2
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6
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25
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16
18
19
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26
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NOTES .
Is
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C-155
0 14
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
SK
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10.01
@ 2.50%
42in RCP
ST
I
N
-
A
-
1
(
I
F
O
B
)
ST
A
1
1
+
7
6
.
7
3
RI
M
5
0
6
9
.
0
8
IN
V
I
N
5
0
6
0
.
0
2
IN
V
O
U
T
5
0
6
0
.
0
2
ST
M
H
-
A
-
1
ST
A
1
0
+
2
2
.
0
3
RI
M
5
0
6
0
.
0
0
IN
V
I
N
5
0
5
3
.
8
8
IN
V
O
U
T
5
0
5
3
.
8
8
IN
V
I
N
5
0
6
5
.
8
0
(
4
"
P
V
C
)
IN
V
I
N
5
0
6
3
.
5
0
(
4
"
P
V
C
)
IN
V
O
U
T
5
0
6
0
.
3
3
IN
V
O
U
T
5
0
6
4
.
3
1
50
6
9
.
0
2
50
5
9
.
8
7
50
5
9
.
8
1
50
5
3
.
3
2
50
5
9
.
3
6
50
5
3
.
7
8
50
5
3
.
7
7
RI
M
:
5
0
6
8
.
7
1
50
5
9
.
8
7
50
6
8
.
8
7
50
6
0
.
3
4
(
W
)
50
6
3
.
2
2
(
N
)
50
6
0
.
1
7
(
S
)
50
7
1
.
6
7
50
6
4
.
2
6
(
W
)
50
6
4
.
3
6
(
N
)
50
6
7
.
3
6
(
N
W
)
50
6
4
.
0
7
(
E
)
50
7
4
.
6
6
50
6
5
.
7
2
(
W
)
50
6
5
.
6
7
(
N
W
)
50
6
5
.
9
8
(
N
)
50
6
5
.
7
2
(
E
)
50
7
9
.
5
1
50
7
2
.
5
1
(
S
)
50
7
2
.
5
0
(
N
)
50
7
1
.
8
0
(
W
)
50
7
1
.
7
8
(
E
)
50
7
7
.
3
9
50
6
8
.
0
5
(
W
)
50
6
7
.
9
7
(
S
)
(D
U
P
L
I
C
A
T
E
I
N
V
:
N
/
A
)
50
6
7
.
9
2
(
E
)
1.81%
0.77%
0.78%
2.35%
3.89%
1.56%
3.00%
STORM SEWER 'A' PLAN
10+0011+0012+0013+0014+0021+00 20+00 19+00 18+00 15+0016+0017+00
STORM SEWER 'A' PROFILE
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
NOTES .
5090
5095
5045
5050
5055
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-241
0 60
12
5090
5095
5045
5050
5055
5060
5065
5070
5075
5080
5085
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
2
4
2
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
ASPEN
1
2
1
2
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022, and December 7, 2022.
E
E
E
E E
G
G
GG
G
E
E
E
W
W
W
W W
W
G
G
G
G
G
119
178
177
164
136
253
259
258 257 256 255
254 252
262
260
261
263 264 265 266 267 268 269
D
D
D
D
8'' W
12'' W
12'' W
12'' W 12'' W
8''
W
8'' SA 8'
'
W
8'' SA
8''
S
A
12
'
'
W
8''
W
8''
S
A
8''
W
G
G
EE
G
G
G
G
E
G
S
W
S
W
S
W
S
W
S
W
SW
SW
S
G
G
E
W
W
S
E E E
G
G G W SWSWS
8'' SA
G GGG G G
G
GG
W W W WWW
W
W
S S
S S S S S S
S
E
E E
E E E E
EE
S
E
E
E E
SSSS
S
S
S
S
GG
G
8'' W
8'' W
12''
W
MPMP
MP
G
MP
W
E
E
G
G
G
W
T
W
S
MP
MP
T
T
PA
R
K
S
I
D
E
D
R
I
V
E
MOR
N
I
N
G
S
T
A
R
W
A
Y
NA
V
I
G
A
T
O
R
W
A
Y
TRAN
S
O
M
L
A
N
E
BR
I
G
H
T
W
A
T
E
R
D
R
I
V
E
POND 101
MA
T
C
H
L
I
N
E
S
T
A
2
1
+
0
0
38.15 LF
@ 0.50%
24in RCP
ST
A
3
0
+
2
2
.
4
3
IN
V
O
U
T
5
0
8
3
.
6
6
ST
I
N
-
A
-
3
(
I
F
O
B
)
ST
A
2
9
+
9
8
.
2
5
RI
M
5
0
8
8
.
7
5
IN
V
O
U
T
5
0
8
1
.
8
9
21.18 LF
@ 5.90%
24in RCP
44.81 LF
@ 0.50%
24in RCP
ST
M
H
-
A
-
8
ST
A
2
7
+
5
5
.
3
9
RI
M
5
0
9
4
.
4
6
IN
V
I
N
5
0
8
0
.
6
8
(
2
4
"
R
C
P
W
)
IN
V
I
N
5
0
8
1
.
8
5
(
2
4
"
R
C
P
S
)
IN
V
O
U
T
5
0
8
0
.
6
8
156.90 LF @ 0.50%24in RCP 253.78 LF @ 0.50%36in RCP
ST
M
H
-
A
-
7
ST
A
2
5
+
0
1
.
6
1
RI
M
5
0
8
8
.
4
5
IN
V
I
N
5
0
7
9
.
4
1
(
3
6
"
R
C
P
)
IN
V
O
U
T
5
0
7
9
.
4
1
476.08 LF
@ 1.60%
36in RCP
ST
I
N
-
A
-
2
(
I
F
O
B
)
ST
A
2
9
+
5
3
.
4
4
RI
M
5
0
9
3
.
9
7
IN
V
I
N
5
0
8
1
.
6
7
EN
D
F
E
S
ST
A
3
0
+
2
8
.
1
8
IN
V
I
N
5
0
8
4
.
0
0
ST
I
N
-
A
-
3
(
I
F
O
B
)
ST
A
3
0
+
0
1
.
2
5
RI
M
5
0
8
8
.
1
6
IN
V
I
N
5
0
8
2
.
4
1
ST
M
H
-
A
-
9
ST
A
2
9
+
1
2
.
2
8
RI
M
5
0
9
3
.
7
8
IN
V
I
N
5
0
8
1
.
4
6
(
2
4
"
R
C
P
)
IN
V
I
N
5
0
8
2
.
9
4
(
1
8
"
R
C
P
)
IN
V
O
U
T
5
0
8
1
.
4
6
ST
I
N
-
A
-
2
(
I
F
O
B
)
ST
A
2
9
+
5
0
.
4
4
FL
5
0
9
3
.
4
0
IN
V
O
U
T
5
0
8
1
.
6
5
BE
G
I
N
F
E
S
IN
V
I
N
5
0
7
9
.
5
7
(
4
"
P
V
C
S
)
UN
D
E
R
D
R
A
I
N
C
O
N
N
E
C
T
I
O
N
ST
A
2
3
+
5
4
.
2
0
IN
V
5
0
7
7
.
0
5
(
3
6
"
R
C
P
)
IN
V
I
N
5
0
7
9
.
7
2
(
4
"
P
V
C
)
IN
V
I
N
5
0
7
9
.
5
7
(
4
"
P
V
C
N
)
(S
E
E
D
E
T
A
I
L
S
H
E
E
T
C
-
6
0
6
)
IN
S
T
A
L
L
O
R
I
F
I
C
E
P
L
A
T
E
50
8
8
.
4
9
50
7
9
.
5
0
(
W
)
50
7
9
.
6
3
(
N
)
50
7
9
.
4
6
(
N
)
50
7
9
.
3
6
(
E
)
RI
M
5
0
9
3
.
8
1
IN
V
I
N
5
0
8
1
.
4
4
(
N
)
IN
V
I
N
5
0
8
2
.
6
6
(
S
)
IN
V
O
U
T
5
0
8
1
.
4
3
(
E
)
50
9
4
.
6
5
50
8
0
.
6
0
(
W
)
50
8
1
.
6
0
(
S
)
50
8
0
.
5
4
(
E
)
50
9
3
.
9
4
50
8
1
.
6
6
RI
M
:
5
0
9
3
.
9
4
IN
V
O
U
T
5
0
8
1
.
6
4
50
8
8
.
7
7
50
8
1
.
8
7
50
8
8
.
2
4
50
8
2
.
4
9
50
8
3
.
7
8
6.09%
0.47%
0.52%
0.41%0.53%
1.59%
(4
"
N
O
T
I
N
S
T
A
L
L
E
D
,
PE
R
C
O
N
N
E
L
L
)
STORM SEWER 'A' PLAN
21+0022+0023+0024+0025+0031+00 30+00 29+00 26+0027+0028+00
STORM SEWER 'A' PROFILE
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-242
0 61
12
5090
5095
5060
5065
5070
5075
5080
5085
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
2
4
1
5105
5110
5100
5105
5110
5100
NOTES .
ASPEN
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
2
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022, and December 7, 2022.
2
24
30
0
29
9
28
0
22
23
27
25
26
28
29
30
31
19
21
37
20
38
36
35
34
33
32
31
9
32
0
20
0
19
9
20
2
20
1
23
6
23
7
23
8
23
5
20
3
20
4
23
3
23
4
24
6
24
5
24
3
24
4
27
9
27
5
27
6
27
7
27
8
24
2
24
1
24
0
23
9
8'' W
12
'
'
W
12
'
'
W
8'
'
S
A
8'
'
S
A
8'' SA 8'' SA 8'' SA 8'' SA
8'
'
S
A
8'
'
S
A
8'
'
S
A
8'' W 8'' W 8'' W
S
S
S
S
S
EE E
E
GG
GG
GG GGEEE E
E E GG
G
S W
SWSW
S WSWSW
SW
SW SW
S S S S
WW
W
G
W
W
G
G
W
W
W
W
G
G
G
G
G
W
W
W
W
W
G
G
G
G
G
G
G
G
G
W
W
W
W
W
G
G
W
W
G
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
E
E
EE
E
E
E
E
EE
EE
E
E
E
EE
E
E
E
8'
'
S
A
8'
'
W
E
G
G
EE EE EEGSWGGGG GSWSWSWSWSW
GG ESWESWSW
S
W
S
W
S W
G
G
E
W
S
W
S
E
E
G
W
S
W
S
E
E
E
W
W
W
S
S
S
G
G
G
G
8'
'
S
A
MP
DP
DP
DP
D
D
D D
DD
W MP
DP
DP
DP
DP
E
G
LONGBOAT W
A
Y
HELMSMAN STREET
MO
R
N
I
N
G
S
T
A
R
W
A
Y
POND 501
POND 201
POND 301
ST
M
H
-
A
2
-
1
ST
A
1
2
+
4
7
.
9
9
RI
M
5
0
7
6
.
3
3
IN
V
I
N
5
0
6
8
.
2
5
IN
V
I
N
5
0
6
8
.
2
5
IN
V
O
U
T
5
0
6
8
.
2
5
ST
M
H
-
A
-
4
ST
A
1
0
+
0
0
RI
M
5
0
7
4
.
5
9
IN
V
I
N
5
0
6
5
.
8
0
(
4
2
"
R
C
P
)
IN
V
I
N
5
0
6
6
.
0
0
(
2
4
"
R
C
P
)
336.23 LF
@ 0.57%
24in RCP
248.00 LF
@ 0.91%
24in RCP
ST
M
H
-
A
2
-
2
ST
A
1
5
+
8
4
.
2
2
RI
M
5
0
8
0
.
8
3
IN
V
I
N
5
0
7
0
.
1
8
IN
V
O
U
T
5
0
7
0
.
1
8
17.51 LF
@ 4.47%
24in RCP
115.73 LF @ 0.57%24in RCP
EN
D
F
E
S
ST
A
1
7
+
2
6
.
2
0
IN
V
I
N
5
0
7
2
.
0
0
ST
I
N
-
A
2
-
1
(
I
F
O
B
)
ST
A
1
6
+
9
9
.
9
4
RI
M
5
0
7
5
.
9
2
IN
V
O
U
T
5
0
7
0
.
8
4
ST
A
1
7
+
2
0
.
4
5
IN
V
O
U
T
5
0
7
1
.
7
4
BE
G
I
N
F
E
S
IN
V
I
N
5
0
6
5
.
8
0
(
4
"
P
V
C
)
IN
V
O
U
T
5
0
6
5
.
8
0
ST
I
N
-
A
2
-
1
(
I
F
O
B
)
ST
A
1
7
+
0
2
.
9
4
RI
M
5
0
7
5
.
5
6
IN
V
I
N
5
0
7
0
.
9
6
IN
S
T
A
L
L
O
R
I
F
I
C
E
P
L
A
T
E
(S
E
E
D
E
T
A
I
L
S
H
E
E
T
C
-
6
0
6
)
50
7
4
.
6
6
50
6
5
.
7
2
(
W
)
50
6
5
.
9
8
(
N
)
50
6
5
.
6
7
(
N
W
)
50
6
5
.
7
2
(
E
)
50
7
6
.
4
0
50
6
8
.
1
4
(
W
)
50
6
8
.
1
0
(
N
)
50
6
8
.
0
9
(
S
)
50
8
0
.
9
0
50
7
0
.
1
0
50
7
0
.
0
5
50
7
5
.
7
1
50
7
0
.
6
6
50
7
5
.
4
4
50
7
0
.
8
1
50
7
1
.
6
0
3.40%
0.48%
0.58%
0.85%
RI
M
5
0
7
1
.
2
0
IN
V
O
U
T
5
0
6
5
.
0
4
(S
E
E
D
E
T
A
I
L
S
H
E
E
T
C
-
6
0
6
)
ST
A
1
1
+
0
6
.
6
1
IN
V
O
U
T
5
0
6
5
.
4
5
ST
I
N
-
A
1
-
2
(
I
F
O
B
)
ST
A
1
0
+
7
1
.
6
1
RI
M
5
0
7
1
.
2
7
IN
V
O
U
T
5
0
6
5
.
1
4
ST
M
H
-
A
-
3
ST
A
1
0
+
0
0
RI
M
5
0
7
1
.
6
1
IN
V
I
N
5
0
6
4
.
3
1
(
4
2
"
R
C
P
)
IN
V
I
N
5
0
6
4
.
5
1
(
2
4
"
R
C
P
)
IN
V
I
N
5
0
6
7
.
5
0
(
4
"
P
V
C
)
32.01 LF
@ 0.88%
24in RCP
17.11 LF
@ 0.88%
24in RCP
52.00 LF
@ 0.88%
24in RCP
EN
D
F
E
S
ST
A
1
1
+
1
2
.
3
6
IN
V
I
N
5
0
6
5
.
5
0
ST
I
N
A
-
1
-
1
(
I
F
O
B
)
ST
A
1
0
+
5
2
FL
5
0
7
1
.
2
0
IN
V
O
U
T
5
0
6
4
.
9
7
ST
I
N
-
A
1
-
2
(
I
F
O
B
)
ST
A
1
0
+
7
4
.
6
1
RI
M
5
0
7
0
.
8
7
IN
V
I
N
5
0
6
5
.
1
7
ST
I
N
A
-
1
-
1
(
I
F
O
B
)
ST
A
1
0
+
5
4
.
5
0
RI
M
5
0
7
1
.
7
2
IN
V
I
N
5
0
6
4
.
9
9
OR
I
F
I
C
E
P
L
A
T
E
BE
G
I
N
F
E
S
&
I
N
S
T
A
L
L
IN
V
O
U
T
5
0
6
4
.
3
1
RI
M
5
0
7
1
.
2
3
IN
V
O
U
T
5
0
6
4
.
8
6
RI
M
5
0
7
1
.
5
0
IN
V
I
N
5
0
6
4
.
9
3
RI
M
5
0
7
0
.
8
2
IN
V
I
N
5
0
6
5
.
0
7
IN
V
I
N
5
0
6
5
.
3
5
RI
M
5
0
7
1
.
6
7
IN
V
I
N
5
0
6
4
.
2
6
(
W
)
IN
V
I
N
5
0
6
4
.
3
6
(
N
)
IN
V
I
N
5
0
6
7
.
3
6
(
N
W
)
IN
V
O
U
T
5
0
6
4
.
0
7
(
E
)
0.74%
0.64%
0.96%
STORM SEWER 'A1' PLAN
18+0017+0016+0015+0014+0010+00 11+00 10+00 13+0012+0011+00
STORM SEWER 'A1' PROFILE
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5045
5050
5055
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-243
0 62
12
5090
5095
5045
5050
5055
5060
5065
5070
5075
5080
5085
STORM SEWER 'A2' PLAN
STORM SEWER 'A2' PROFILE
NOTES .
AS
P
E
N
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
2
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022, and December 7, 2022.
2
247 246 245
243
244
279
273 274 275 276 277 278
242
241
240
8'
'
S
A
8'
'
S
A
8'
'
W
8'
'
W
E
E
G
G
G
E
S
W
W
E
E
G
S
W
G
G
S
W
S
W
E
S
W
S
W
E E E EGG GWSWSWSS
E E E EWWW WSSS S
S
G G G
G8'' SA
8'' W
D
DPOND 301
ST
A
1
1
+
4
4
.
3
5
IN
V
O
U
T
5
0
6
9
.
8
2
ST
I
N
-
A
2
-
1
-
1
(
I
F
O
B
)
ST
A
1
1
+
1
7
.
3
5
RI
M
5
0
7
4
.
4
9
IN
V
I
N
5
0
6
8
.
9
7
ST
M
H
-
A
2
-
1
ST
A
1
0
+
0
0
RI
M
5
0
7
6
.
3
3
IN
V
I
N
5
0
6
8
.
2
5
IN
V
I
N
5
0
6
8
.
2
5
IN
V
O
U
T
5
0
6
8
.
2
5
27.01 LF
@ 3.15%
24in RCP
114.35 LF @ 0.50%24in RCP
EN
D
F
E
S
ST
A
1
1
+
5
0
.
1
0
IN
V
I
N
5
0
7
0
.
0
0
ST
I
N
-
A
2
-
1
-
1
(
I
F
O
B
)
ST
A
1
1
+
1
4
.
3
5
RI
M
5
0
7
4
.
6
8
IN
V
O
U
T
5
0
6
8
.
8
2
BE
G
I
N
F
E
S
(S
E
E
D
E
T
A
I
L
S
H
E
E
T
C
-
6
0
6
)
IN
S
T
A
L
L
O
R
I
F
I
C
E
P
L
A
T
E
50
7
6
.
4
0
50
6
8
.
1
4
(
W
)
50
6
8
.
1
0
(
N
)
50
6
8
.
0
9
(
S
)
50
6
9
.
5
2
50
7
4
.
5
4
50
6
8
.
6
7
50
7
4
.
3
3
50
6
8
.
7
4
2.38%
0.46%
29
30
31
62
63
76 77
34
33
32
27
1
27
0
27
2
27
3
27
4
27
5
D D
D
D
8'' W
12
'
'
W
12
'
'
W
8'
'
S
A
8'
'
S
A
8'' W
8'' W
G
W
W
W
G
G
W
W G
G
G
W
W
W
GGW
S
S
S
S
S
S S
SS
E
E
EE
E
E
EE
8'
'
W
E
E
E
E
E
E
E W
W
W
W
W
W
S
S
S
S
S
S
G
G
G
G
G
G
8'
'
S
A
8'
'
S
A
8'
'
W
DP
DP
D
D
DP
DP
DP
DP
DP
DP
W
DPMP
MP
DP
DP
DP
ST
I
N
-
A
3
-
1
(
I
F
O
B
)
ST
A
1
4
+
4
1
.
5
7
FL
5
0
7
6
.
3
2
IN
V
O
U
T
5
0
7
1
.
3
5
ST
M
H
-
A
3
-
4
ST
A
1
4
+
1
6
.
4
9
RI
M
5
0
7
6
.
5
6
IN
V
I
N
5
0
7
0
.
8
4
(
3
0
"
R
C
P
)
IN
V
I
N
5
0
7
1
.
0
4
(
1
8
"
R
C
P
)
IN
V
O
U
T
5
0
7
0
.
8
4
ST
M
H
-
A
3
-
3
ST
A
1
3
+
4
7
.
8
4
RI
M
5
0
7
7
.
0
0
IN
V
I
N
5
0
6
9
.
4
7
(
3
0
"
R
C
P
)
IN
V
I
N
5
0
6
9
.
4
7
(
2
4
"
R
C
P
)
IN
V
O
U
T
5
0
6
9
.
4
7
ST
M
H
-
A
3
-
2
ST
A
1
2
+
8
8
.
6
1
RI
M
5
0
7
7
.
3
7
IN
V
I
N
5
0
6
9
.
2
3
IN
V
O
U
T
5
0
6
9
.
2
3
ST
M
H
-
A
3
-
1
ST
A
1
1
+
4
0
.
2
3
RI
M
5
0
7
8
.
4
6
IN
V
I
N
5
0
6
8
.
6
4
IN
V
O
U
T
5
0
6
8
.
6
4
ST
M
H
-
A
-
5
ST
A
1
0
+
0
0
RI
M
5
0
7
7
.
3
1
IN
V
I
N
5
0
6
8
.
0
8
IN
V
I
N
5
0
6
8
.
0
8
IN
V
O
U
T
5
0
6
8
.
0
8
25.08 LF
@ 2.00%
30in RCP
68.66 LF
@ 2.00%
30in RCP
59.23 LF
@ 0.40%
36in RCP
148.39 LF @ 0.40%36in RCP 140.23 LF @ 0.40%36in RCP
50
7
7
.
3
9
50
6
8
.
0
5
(
W
)
50
6
7
.
9
7
(
S
)
50
6
7
.
9
2
(
E
)
50
7
8
.
5
9
50
6
8
.
5
8
50
6
8
.
5
3
50
7
7
.
4
3
50
6
9
.
2
3
50
6
9
.
1
8
50
7
7
.
1
0
50
6
9
.
3
6
(
W
)
50
6
9
.
4
3
(
E
)
50
6
9
.
3
4
(
N
)
50
7
6
.
5
4
50
7
0
.
7
2
(
S
)
50
7
0
.
7
2
(
N
)
50
7
0
.
6
6
(
E
)
50
7
6
.
7
6
(
R
I
M
)
50
7
1
.
2
9
0.40%0.40%0.19%
1.89%
2.27%23.19 LF
@ 0.40%
18in RCP
32.15 LF
@ 0.40%
24in RCP
ST
M
H
-
A
3
-
3
ST
A
1
0
+
0
0
RI
M
5
0
7
7
.
0
0
IN
V
I
N
5
0
6
9
.
4
7
(
3
0
"
R
C
P
)
IN
V
I
N
5
0
6
9
.
4
7
(
2
4
"
R
C
P
)
IN
V
O
U
T
5
0
6
9
.
4
7
ST
I
N
-
A
3
-
1
-
2
(
I
F
O
B
)
ST
A
1
0
+
5
8
.
3
4
RI
M
5
0
7
2
.
0
8
IN
V
O
U
T
5
0
6
9
.
6
9
ST
I
N
-
A
3
-
1
-
1
(
I
F
O
B
)
ST
A
1
0
+
3
5
.
1
5
RI
M
5
0
7
7
.
0
0
IN
V
I
N
5
0
6
9
.
6
0
ST
I
N
-
A
3
-
1
-
1
(
I
F
O
B
)
ST
A
1
0
+
3
2
.
1
5
FL
5
0
7
6
.
2
9
IN
V
O
U
T
5
0
6
9
.
6
0
50
7
7
.
1
0
50
6
9
.
3
6
(
W
)
50
6
9
.
4
3
(
E
)
50
6
9
.
3
4
(
N
)
50
7
6
.
9
5
(
R
I
M
)
50
6
9
.
5
5
(
W
)
50
7
6
.
9
5
(
R
I
M
)
50
6
9
.
5
5
(
E
)
50
7
2
.
0
0
50
6
9
.
6
8
(....%)
ST
M
H
-
A
3
-
4
ST
A
1
0
+
0
0
RI
M
5
0
7
6
.
5
6
IN
V
I
N
5
0
7
0
.
8
4
(
3
0
"
R
C
P
)
IN
V
I
N
5
0
7
1
.
0
4
(
1
8
"
R
C
P
)
IN
V
O
U
T
5
0
7
0
.
8
4
12.26 LF
@ 2.00%
18in RCP
ST
I
N
-
A
3
-
2
-
1
(
I
F
O
B
)
ST
A
1
0
+
1
2
.
2
6
FL
5
0
7
6
.
2
5
IN
V
O
U
T
5
0
7
1
.
2
9
50
7
6
.
5
4
50
7
0
.
7
2
(
S
)
50
7
0
.
7
2
(
N
)
50
7
0
.
6
6
(
E
)
50
7
6
.
7
6
(
R
I
M
)
50
7
1
.
0
8
2.94%
STORM SEWER 'A2-1' PLAN
10+0011+0012+0013+0014+0011+00 10+00 10+00 11+00
STORM SEWER 'A2-1' PROFILE
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-244
0 63
12
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
STORM SEWER 'A3' & 'A3-2' PLAN
STORM SEWER 'A3' PROFILESTORM SEWER 'A3-1' PROFILESTORM SEWER 'A3-2' PROFILE
10+00
STORM SEWER 'A3-1' PLAN
51005100
NOTES .
ASPEN
AS
P
E
N
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
1
2
2
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022, and December 7, 2022.
E
E
E
W
W
G
G
G
17
817
7
12
1
13
6
26
2
26
1
D
D D
8'
'
W
12
'
'
W
8'' W
8'
'
S
A
12'' W
12'' W
EE
G SSW
S
W
S
W
E
G
G
W
W SE
S
EE
S
SS
S
G
12
'
'
W
MP
MP
E
E
G
G
G
T
MP
MO
R
N
I
N
G
S
T
A
R
W
A
Y
TR
A
N
S
O
M
L
A
N
E
BRIGHTWATE
R
D
R
I
V
E
POND 101
ST
M
H
-
A
-
6
ST
A
1
0
+
0
0
RI
M
5
0
7
9
.
4
9
IN
V
I
N
5
0
7
1
.
7
9
(
3
6
"
R
C
P
)
IN
V
I
N
5
0
7
2
.
7
9
(
2
4
"
R
C
P
)
IN
V
I
N
5
0
7
2
.
7
9
(
1
8
"
R
C
P
)
IN
V
O
U
T
5
0
7
1
.
7
9
10.00 LF
@ 2.00%
18in RCP
ST
I
N
-
A
4
-
1
(
I
F
O
B
)
ST
A
1
0
+
1
0
FL
5
0
7
9
.
1
2
IN
V
O
U
T
5
0
7
2
.
9
9
50
7
9
.
5
1
50
7
2
.
5
1
(
S
)
50
7
2
.
5
0
(
N
)
50
7
1
.
8
0
(
W
)
50
7
1
.
7
8
(
E
)
RI
M
5
0
7
9
.
4
3
50
7
3
.
1
3
6.27%
EEG G
W
W
27
1
26
9
27
0
27
2
27
3
12
'
'
W
12
'
'
W
8'
'
S
A
8'
'
S
A
E
E
E W
W
W
S
S
S
G
G
G
G
8'
'
S
A
D
W
S
MP
T
MO
R
N
I
N
G
S
T
A
R
W
A
Y
ST
M
H
-
A
-
6
ST
A
1
0
+
0
0
RI
M
5
0
7
9
.
4
9
IN
V
I
N
5
0
7
1
.
7
9
(
3
6
"
R
C
P
)
IN
V
I
N
5
0
7
2
.
7
9
(
2
4
"
R
C
P
)
IN
V
I
N
5
0
7
2
.
7
9
(
1
8
"
R
C
P
)
IN
V
O
U
T
5
0
7
1
.
7
9
ST
I
N
-
A
5
-
1
(
I
F
O
B
)
ST
A
1
0
+
5
2
FL
5
0
7
9
.
1
0
IN
V
O
U
T
5
0
7
4
.
9
2
24in
R
C
P
52.07
L
F
@ 4.0
9
%
50
7
9
.
5
1
50
7
2
.
5
1
(
S
)
50
7
2
.
5
0
(
N
)
50
7
1
.
8
0
(
W
)
50
7
1
.
7
8
(
E
)
RI
M
5
0
7
9
.
2
6
50
7
4
.
4
6
3.76%
ST
I
N
-
A
6
-
1
-
1
(
I
F
O
B
)
ST
A
1
0
+
3
4
.
9
2
FL
5
0
9
2
.
1
0
IN
V
O
U
T
5
0
8
6
.
7
5
ST
M
H
-
A
6
-
1
ST
A
1
0
+
0
0
RI
M
5
0
9
2
.
6
6
IN
V
I
N
5
0
8
5
.
5
0
(
1
8
"
R
C
P
E
)
IN
V
I
N
5
0
8
5
.
7
0
(
1
8
"
R
C
P
W
)
IN
V
O
U
T
5
0
8
5
.
5
0
34.93 LF
@ 3.00%
18in RCP
IN
V
I
N
5
0
8
8
.
2
5
(
1
2
"
H
D
P
E
W
)
IN
V
I
N
5
0
8
8
.
2
5
(
4
"
P
V
C
S
)
RI
M
5
0
9
2
.
5
8
IN
V
I
N
5
0
8
5
.
3
0
(
N
W
)
IN
V
I
N
5
0
8
5
.
3
8
(
S
E
)
IN
V
O
U
T
5
0
8
5
.
2
9
(
N
E
)
RI
M
5
0
9
2
.
5
8
50
8
6
.
3
5
3.01%
ST
M
H
-
A
6
-
1
ST
A
1
1
+
2
1
.
8
2
RI
M
5
0
9
2
.
6
6
IN
V
I
N
5
0
8
5
.
5
0
(
1
8
"
R
C
P
E
)
IN
V
I
N
5
0
8
5
.
7
0
(
1
8
"
R
C
P
W
)
IN
V
O
U
T
5
0
8
5
.
5
0
16.42 LF
@ 3.00%
18in RCP
121.88
L
F
@ 3.00%
24in RC
P
ST
I
N
-
A
6
-
1
(
I
F
O
B
)
ST
A
1
1
+
3
8
.
2
4
FL
5
0
9
2
.
1
1
IN
V
O
U
T
5
0
8
6
.
0
0
ST
M
H
-
A
-
8
ST
A
1
0
+
0
0
RI
M
5
0
9
4
.
4
6
IN
V
I
N
5
0
8
0
.
6
8
(
2
4
"
R
C
P
W
)
IN
V
I
N
5
0
8
1
.
8
5
(
2
4
"
R
C
P
S
)
IN
V
O
U
T
5
0
8
0
.
6
8
RI
M
5
0
9
4
.
6
5
IN
V
I
N
5
0
8
0
.
6
0
(
N
W
)
IN
V
I
N
5
0
8
1
.
6
0
(
S
W
)
IN
V
O
U
T
5
0
8
0
.
5
4
(
S
E
)
RI
M
5
0
9
2
.
5
8
IN
V
I
N
5
0
8
5
.
3
0
(
N
W
)
IN
V
I
N
5
0
8
5
.
3
8
(
S
E
)
IN
V
O
U
T
5
0
8
5
.
2
9
(
N
E
)
RI
M
5
0
9
2
.
6
1
50
8
5
.
7
3
2.13%3.03%
13.19 LF
@ 3.00%
18in RCP
ST
I
N
-
A
7
-
1
(
I
F
O
B
)
ST
A
1
0
+
1
3
.
1
8
FL
5
0
9
3
.
3
7
IN
V
O
U
T
5
0
8
3
.
3
4
ST
M
H
-
A
-
9
ST
A
1
0
+
0
0
RI
M
5
0
9
3
.
7
8
IN
V
I
N
5
0
8
1
.
4
6
(
2
4
"
R
C
P
)
IN
V
I
N
5
0
8
2
.
9
4
(
1
8
"
R
C
P
)
IN
V
O
U
T
5
0
8
1
.
4
6
IN
V
I
N
5
0
8
9
.
0
0
RI
M
5
0
9
3
.
8
1
IN
V
I
N
5
0
8
1
.
4
4
(
N
)
IN
V
I
N
5
0
8
2
.
6
6
(
S
)
IN
V
O
U
T
5
0
8
1
.
4
3
(
E
)
RI
M
5
0
9
3
.
9
0
50
8
3
.
0
6
3.03%
STORM SEWER 'A4' & 'A5' PLAN
10+0011+0010+0011+0010+00 10+00 11+00 12+0010+00
STORM SEWER 'A4' PROFILE
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-245
0 64
123
5090
5095
5055
5060
5065
5070
5075
5080
5085
STORM SEWER 'A7' PLAN
STORM SEWER 'A7' PROFILESTORM SEWER 'A6-1' PROFILESTORM SEWER 'A5' PROFILE
STORM SEWER 'A6' & 'A6-1' PLAN
11+00
STORM SEWER 'A6' PROFILE
5100
51055100
5105 5110
5090
5095
5055
5060
5065
5070
5075
5080
5085
5100
5105
5090
5095
5060
5065
5070
5075
5080
5085
5100
5105
5110
NOTES .
AS
P
E
N
AS
P
E
N
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
1
2
22
2
3
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022, and December 7, 2022.
3
3
50
6
1
.
6
1
50
5
4
.
2
6
RI
M
5
0
6
1
.
5
4
IN
V
I
N
5
0
5
3
.
8
8
RI
M
5
0
6
1
.
5
4
IN
V
O
U
T
5
0
5
3
.
7
9
50
5
0
.
9
9
0.56%
0.47%
0.71%
0.63%
0.36%
50
5
9
.
9
9
50
5
3
.
0
2
50
5
1
.
1
7
RI
M
5
0
6
4
.
9
1
IN
V
I
N
5
0
5
3
.
7
0
IN
V
O
U
T
5
0
5
3
.
6
3
24''W 24''W 24''W 24''W14'' W
14'' W
G
24''W
28
8
28
7
28
9
3
2
1
12
'
'
W
12
'
'
W
S
S
S
E
E
E
G
G
G
W
W
WE
G
S
W
8'
'
S
A
8'' SA8'' SA
E
E
G
G
G
S
W
S
W
D
8'' W 8'' W
D
DP
DPMP
SQ
U
I
B
L
A
N
E
OUTRIGGER WAY
MO
R
N
I
N
G
S
T
A
R
W
A
Y
TURNBERRY ROAD (CR 11)
POND 110
8'' SA
8'' SA
8'' S
A
W
W
W
ST
12
13
14
59
58
60
57
8''
W
8'' SA
E
EE
G
G
S
W
S
W
W
W
W
G
GG
S
S
S
E
E
EE
DP
D
S
W
DP
BRI
G
H
T
W
A
T
E
R
D
R
I
V
E
LO
N
G
B
O
A
T
W
A
Y
POND 110
50
7
0
.
4
5
50
5
8
.
8
3
3.42%
2.64%
50
6
8
.
1
2
50
5
5
.
0
3
50
5
4
.
9
1
50
5
1
.
8
3
3.42%
STORM SEWER 'B' PLAN
10+0011+0010+00 11+00 12+00
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5045
5050
5055
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-246
0 65
1
5045
5050
5055
5060
5065
5070
5075
5080
5085
STORM SEWER 'B' PROFILE
12+00
STORM SEWER 'C' PLAN
STORM SEWER 'C' PROFILE
13+00
5035
5040
5035
5040
Street Cut Note
NOTES .
AS
P
E
N
ASP
E
N
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022.
ST
I
N
-
D
-
2
(
I
F
O
B
)
ST
A
1
5
+
5
2
.
1
4
FL
5
0
9
4
.
0
4
IN
V
O
U
T
5
0
8
5
.
3
5
ST
I
N
-
D
-
1
(
I
F
O
B
)
ST
A
1
5
+
1
7
.
9
8
FL
5
0
9
4
.
0
4
IN
V
I
N
5
0
8
5
.
1
8
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
7
9
.
7
0
34.17 LF
@ 0.50%
30in RCP
ST
I
N
-
D
-
1
(
I
F
O
B
)
ST
A
1
5
+
1
4
.
9
7
RI
M
5
0
9
4
.
5
7
IN
V
O
U
T
5
0
8
5
.
1
7
EN
D
F
E
S
ST
A
1
0
+
0
7
.
6
9
IN
V
I
N
5
0
7
9
.
7
2
36in RCP
ST
M
H
-
D
-
2
ST
A
1
3
+
9
2
.
5
6
RI
M
5
0
8
6
.
5
0
IN
V
I
N
5
0
8
1
.
2
7
IN
V
O
U
T
5
0
8
1
.
2
7
ST
M
H
-
D
-
1
ST
A
1
2
+
6
8
.
7
8
RI
M
5
0
9
0
.
3
8
IN
V
I
N
5
0
8
0
.
7
8
IN
V
O
U
T
5
0
8
0
.
7
8
122.41
L
F
@ 3.19%
30in RC
P
123.78 LF @ 0.40%36in RCP 262.70 LF @ 0.40%
0.32%
1.34%
2.26%
0.70%
RI
M
:
5
0
9
4
.
4
4
IN
V
O
U
T
5
0
8
5
.
0
9
RI
M
:
5
0
9
4
.
5
1
IN
V
O
U
T
5
0
8
5
.
4
7
RI
M
:
5
0
8
6
.
3
2
50
8
2
.
3
2
50
8
2
.
2
7
RI
M
:
5
0
8
9
.
9
0
50
8
0
.
6
1
50
8
0
.
5
4
50
7
9
.
7
0
RI
M
:
5
0
9
4
.
4
4
IN
V
I
N
5
0
8
5
.
2
3
10''
S
A
10'' SA
E
E
11
9
13
3
11
0
11
1
11
2
11
3
11
4
11
5
11
6
11
7
11
8
13
8
14
1
14
2
14
3
12
8
12
9
13
2
13
0
13
6
13
5
13
4
13
1
D
D
D
8'' SA
8'' SA
8'' W
8'' W
EE
G
G
E
E
G G G GEEE E E
G
G
G EE
E
GG
EG
E
G
G
EE
E
W
S
W
S
W
S
S
S
W
S
W SWSWSWS
S
SW
S
W
S
W S
S S W WS
W
S
W SW
W
E E
G
W
S
W
G EWG W
G
G
E
G
G S
W
E
E
TR
A
N
S
O
M
L
A
N
E
GANGWAY DRIVE
BAR
N
S
W
A
L
L
O
W
C
I
R
C
L
E
POND 300
STORM SEWER 'D' PLAN
12+00 11+00
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-247
0 66
1
5090
5095
5060
5065
5070
5075
5080
5085
STORM SEWER 'D' PROFILE
10+0013+0014+0015+0016+00
5105
5110
5100
5105
5110
5100
NOTES .
STORM SEWER 'D' STORM SEWER NOTES
THE DEVELOPER OR HOA SHALL BE RESPONSIBLE FOR ANY
DISTURBED LANDSCAPING OR FENCING DUE TO MAINTENANCE
ACTIVITIES, UNDERTAKEN BY THE CITY OF FORT COLLINS, FOR
STORM SEWER PIPE 'D' .
AS
P
E
N
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022.
ST
I
N
-
E
1
-
1
(
I
F
O
B
)
ST
A
1
2
+
4
6
.
6
5
FL
5
0
8
7
.
0
3
IN
V
O
U
T
5
0
8
1
.
4
9
EN
D
F
E
S
ST
A
1
0
+
0
7
.
6
1
IN
V
I
N
5
0
8
0
.
5
2
163.35 LF @ 0.40%24in RCP
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
8
0
.
5
0
ST
M
H
-
E
1
-
1
ST
A
1
0
+
8
3
.
3
0
RI
M
5
0
8
5
.
6
4
IN
V
I
N
5
0
8
0
.
8
3
IN
V
I
N
5
0
8
0
.
8
3
IN
V
O
U
T
5
0
8
0
.
8
3
77.22 LF
@ 0.40%
34in X 53in HERCP
RI
M
:
5
0
8
7
.
4
0
50
8
1
.
5
9
RI
M
:
5
0
8
6
.
0
7
50
8
0
.
9
3
50
8
0
.
9
3
50
8
0
.
8
8
50
8
0
.
5
9
0.40%0.37%
8'' S
A
8'' S
A
8'' S
A
8'' S
A
8'' S
A
E
E
148
116
117
118
120
137
138
141
140
139
145
146
147
157
158
159
156
149
155
154
160
161
D
D
8'' W
8'' W
8'' S
A
8'' S
A
8'' S
A
8'' W
8'
'
S
A
8'' SA
8'' W
EE
EE
EE
GG
G
G
GG
GG
G
EE
EE
G
G
EE
GG
E
EE
E E
G G
G G
G
G
S
W
W
S
WS
WS
W
S
W
S
W
S
S
W
S
W
S
W
W
S
S
W
W
W
S
S
W
W
S
W
S
E E S W
G
W
S
G
D
D
D
D
W
S
S
T
NAVIGA
T
O
R
W
A
Y
BAR
N
S
W
A
L
L
O
W
C
I
R
C
L
E
POND 300
ST
M
H
-
E
1
-
1
ST
A
1
0
+
0
0
RI
M
5
0
8
5
.
6
4
IN
V
I
N
5
0
8
0
.
8
3
IN
V
I
N
5
0
8
0
.
8
3
IN
V
O
U
T
5
0
8
0
.
8
3
7.38 LF
@ 0.40%
30in RCP
ST
I
N
-
E
1
-
1
-
1
(
I
F
O
B
)
ST
A
1
0
+
0
7
.
3
8
RI
M
5
0
8
4
.
2
6
IN
V
O
U
T
5
0
8
0
.
8
6
RI
M
:
5
0
8
6
.
0
7
50
8
0
.
9
3
50
8
0
.
9
3
50
8
0
.
8
8
RI
M
:
5
0
8
4
.
3
1
50
8
0
.
9
6
0.41%
ST
I
N
-
E
-
1
(
I
F
O
B
)
ST
A
1
0
+
3
9
.
8
7
FL
5
0
8
5
.
3
9
IN
V
O
U
T
5
0
8
0
.
6
6
EN
D
F
E
S
ST
A
1
0
+
0
5
.
7
3
IN
V
I
N
5
0
8
0
.
5
2
34.17 LF
@ 0.40%
24in RCP
33.78 LF
@ 0.40%
30in RCP
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
8
0
.
5
0
ST
I
N
-
E
-
1
(
I
F
O
B
)
ST
A
1
0
+
4
2
.
8
7
FL
5
0
8
5
.
3
4
IN
V
I
N
5
0
8
0
.
6
7
ST
I
N
-
E
-
2
(
I
F
O
B
)
ST
A
1
0
+
7
7
.
0
4
FL
5
0
8
5
.
3
5
IN
V
O
U
T
5
0
8
0
.
8
1
IN
V
O
U
T
5
0
8
0
.
5
8
RI
M
:
5
0
8
5
.
8
4
50
8
0
.
8
2
RI
M
:
5
0
8
5
.
8
6
50
8
1
.
0
5
RI
M
:
5
0
8
5
.
8
4
50
8
0
.
9
0
0.70%
0.44%
STORM SEWER 'E' & 'E1' PLAN
10+00
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-248
0 67
1
5090
5095
5060
5065
5070
5075
5080
5085
STORM SEWER 'E1' PROFILE
11+0012+0013+00 11+00
STORM SEWER 'E' PROFILE
10+00
5100
5105
5100
5105
51105110
11+00
STORM SEWER 'E1-1' PROFILE
10+00
NOTES .
ASPEN
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022.
ST
M
H
-
F
-
1
ST
A
1
1
+
3
1
.
8
3
RI
M
5
0
7
9
.
4
0
IN
V
I
N
5
0
7
1
.
3
2
IN
V
O
U
T
5
0
7
1
.
3
2
ST
I
N
-
F
-
1
(
I
F
O
B
)
ST
A
1
0
+
6
8
.
6
3
RI
M
5
0
7
5
.
0
0
IN
V
O
U
T
5
0
7
0
.
6
9
EN
D
F
E
S
ST
A
1
0
+
0
7
.
6
9
IN
V
I
N
5
0
7
0
.
0
6
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
7
0
.
0
0
34.60 LF
@ 0.50%
36in RCP
60.20 LF
@ 1.00%
36in RCP
62.53 LF
@ 1.00%
36in RCP
ST
I
N
-
F
-
1
(
I
F
O
B
)
ST
A
1
0
+
7
1
.
6
3
RI
M
5
0
7
5
.
0
0
IN
V
I
N
5
0
7
0
.
7
2
ST
M
H
-
F
-
5
ST
A
1
5
+
7
4
.
7
6
RI
M
5
0
8
6
.
1
4
IN
V
I
N
5
0
7
6
.
8
5
IN
V
O
U
T
5
0
7
6
.
8
5
153.04 LF 36in RCP
ST
M
H
-
F
-
4
ST
A
1
4
+
2
1
.
7
2
RI
M
5
0
8
5
.
9
8
IN
V
I
N
5
0
7
6
.
0
8
IN
V
O
U
T
5
0
7
6
.
0
8
ST
M
H
-
F
-
3
ST
A
1
3
+
0
3
.
1
8
RI
M
5
0
8
7
.
2
8
IN
V
I
N
5
0
7
5
.
4
9
IN
V
O
U
T
5
0
7
5
.
4
9
ST
M
H
-
F
-
2
ST
A
1
2
+
4
8
.
2
2
RI
M
5
0
8
8
.
1
5
IN
V
I
N
5
0
7
5
.
2
2
IN
V
O
U
T
5
0
7
5
.
2
2
118.54 LF @ 0.50%36in RCP
54.96
@ 0.50%
36in RCP
116.45
L
F
@ 3.35%
36in R
C
P
@ 0.50%
OU
T
L
E
T
S
T
R
U
C
T
U
R
E
(
I
F
O
B
)
ST
A
1
6
+
0
9
.
3
6
IN
V
O
U
T
5
0
7
7
.
0
0
IN
V
I
N
5
0
7
7
.
0
0
(
4
"
P
V
C
)
0.40%
0.47%
0.40%
3.11%
0.95%
0.97%
0.52%
50
7
0
.
0
5
50
7
4
.
9
9
50
7
0
.
6
6
50
7
8
.
9
2
50
7
1
.
4
1
50
7
1
.
2
9
50
7
4
.
9
9
50
7
0
.
7
2
50
8
7
.
9
3
50
7
5
.
1
4
50
7
5
.
0
3
50
8
7
.
3
9
50
7
5
.
4
6
50
7
5
.
3
6
50
8
6
.
1
1
50
7
6
.
1
2
50
7
6
.
0
2
RI
M
5
0
8
3
.
1
8
IN
V
I
N
5
0
7
6
.
8
3
IN
V
O
U
T
5
0
7
6
.
7
3
RI
M
5
0
8
2
.
9
6
IN
V
I
N
5
0
7
7
.
0
1
10
'
'
S
A
8'
'
S
A
10
'
'
S
A
8'' SA 8'' SA 8'' SA
E
E
E
119
148
137
138
141
140
139
144
145
146
147
157
158
159
156
149
155
160
D
D
8'
'
W
8'' W
8'
'
S
A
8'' SA
8'
'
S
A
8'' W
8'' SA
8'
'
W
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
E
E
G
E
E
G
G
E
E E
EE
G G
G S W WS
WS
W
S
W
S
S
W
S
W
W
S
S
WW
W
S
S
W
S
W
S
W
S
EE S W
G
WSG
D
D
D D
W
S
T
NAVIGATOR WAY
BA
R
N
S
W
A
L
L
O
W
C
I
R
C
L
E
POND 300
RICHARD'S
LAKE
STORM SEWER 'F' PLAN
13+00 14+00
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-249
0 68
1
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
STORM SEWER 'F' PROFILE
15+0012+0011+0010+00 16+00 17+00
51005100
NOTES .
ASP
E
N
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022.
ST
I
N
-
G
-
2
(
I
F
O
B
)
ST
A
1
1
+
1
5
.
1
5
FL
5
0
9
5
.
7
3
IN
V
O
U
T
5
0
9
2
.
7
0
ST
I
N
-
G
-
1
(
I
F
O
B
)
ST
A
1
0
+
6
3
.
8
1
FL
5
0
9
5
.
7
3
IN
V
I
N
5
0
9
2
.
4
5
ST
I
N
-
G
-
1
(
I
F
O
B
)
ST
A
1
0
+
6
0
.
8
1
RI
M
5
0
9
6
.
2
9
IN
V
O
U
T
5
0
9
2
.
4
3
EN
D
F
E
S
ST
A
1
0
+
0
6
.
1
0
IN
V
I
N
5
0
9
0
.
2
4
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
9
0
.
0
0
51.33 LF
@ 0.50%
18in RCP
54.75
L
F@ 4.00
%18in R
C
P
50
9
0
.
0
2
RI
M
5
0
9
6
.
2
7
50
9
2
.
5
3
3.98%
0.47%
50
9
6
.
2
7
50
9
2
.
4
3
RI
M
5
0
9
6
.
2
7
IN
V
O
U
T
5
0
9
2
.
7
7
8'' S
A
12''W
W
8'' S
A
E
G
185
184
183
182
181174
173
172
171
167
166
169
168
170
D
8'
'
W
8'
'
S
A
12'
'
W
G
G
E
E
G
G
EE
GG
EE
GG
E
E
S
S
S
S
S
W
W
W
W
W
S
W
S
W
S
W
S
W
12''
W
W
S
MP
E
MOR
N
I
N
G
S
T
A
R
W
A
Y
NA
V
I
G
A
T
O
R
W
A
Y
BE
G
I
N
F
E
S
ST
A
1
3
+
0
1
.
2
9
IN
V
I
N
5
0
8
6
.
9
7
ST
M
H
-
H
-
1
ST
A
1
1
+
6
3
.
5
0
RI
M
5
0
9
8
.
2
6
IN
V
I
N
5
0
8
6
.
3
1
IN
V
O
U
T
5
0
8
6
.
3
1
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
8
5
.
5
2
131.69 LF @ 0.50%24in RCP 157.40 LF @ 0.50%24in RCP
EN
D
F
E
S
ST
A
1
0
+
0
5
.
7
5
IN
V
I
N
5
0
8
5
.
5
5
EN
D
F
E
S
ST
A
1
2
+
9
5
.
5
4
IN
V
O
U
T
5
0
8
6
.
9
4
0.52%
0.43%
50
9
8
.
2
2
50
8
6
.
2
5
50
8
6
.
2
5
50
8
6
.
9
3
(H
E
A
D
W
A
L
L
IN
S
T
A
L
L
E
D
;
NO
F
E
S
)
(H
E
A
D
W
A
L
L
)
(H
E
A
D
W
A
L
L
IN
S
T
A
L
L
E
D
;
NO
F
E
S
)
(H
E
A
D
W
A
L
L
)
50
8
5
.
5
8
STORM SEWER 'G' PLAN
13+00
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-250
0 69
12
5090
5095
5070
5075
5080
5085
STORM SEWER 'G' PROFILE
12+0010+0011+0012+00 11+00 10+00
STORM SEWER 'H' PLAN
14+00
STORM SEWER 'H' PROFILE
5115
5120
5100
5105
5110
5115
5120
5100
5105
5110
NOTES .
ASPEN
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
2
2
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022.
EN
D
F
E
S
ST
A
1
2
+
9
3
.
9
5
IN
V
I
N
5
0
7
5
.
0
0
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
7
3
.
0
0
281.78 LF
@ 0.68%
18in RCP
EN
D
F
E
S
ST
A
1
0
+
0
5
.
7
5
IN
V
I
N
5
0
7
3
.
0
4
BE
G
I
N
F
E
S
ST
A
1
2
+
8
8
.
2
0
IN
V
O
U
T
5
0
7
4
.
9
6
50
7
4
.
9
2
50
7
2
.
9
9
0.67%
230
228 229
232231
226 227
253
225
224
223222221
258 257 256 255
254
249
252 251 250
248 247
8'' W
8'' SA 8'' SA 8'' SA 8'' SA
8'' W
8'' W 8'' W
G G E E G G
G G G G
G
G
G G
E
E
E E E E
E E
W S W S W S
W S W S W S W S
WS
WS W S W
WS
E E E E
E E E E
E
E
E E
G G
G
G
G G G G
G G
S W
WWSW
S
W
SWSWSWSWS
W SWSWS
MIDSHIP WAY
POND 201
POND 201
POND 301
POND 301
POND 301
BE
G
I
N
F
E
S
ST
A
1
0
+
7
6
.
4
6
IN
V
O
U
T
5
0
7
3
.
9
3
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
7
3
.
0
0
70.04 LF
@ 1.22%
18in RCP
EN
D
F
E
S
ST
A
1
0
+
0
5
.
7
5
IN
V
I
N
5
0
7
3
.
0
7
EN
D
F
E
S
ST
A
1
0
+
8
2
.
2
1
IN
V
I
N
5
0
7
4
.
0
0
1.16%
50
7
3
.
7
9
50
7
2
.
8
4
EN
D
F
E
S
ST
A
1
0
+
5
1
.
6
9
IN
V
O
U
T
5
0
7
2
.
9
0
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
7
2
.
0
0
45.28 LF
@ 1.75%
18in RCP
BE
G
I
N
F
E
S
ST
A
1
0
+
5
7
.
4
4
IN
V
I
N
5
0
7
3
.
0
0
EN
D
F
E
S
ST
A
1
0
+
0
5
.
7
5
IN
V
I
N
5
0
7
2
.
1
1
50
7
2
.
9
2
1.79%
50
7
1
.
8
9
STORM SEWER 'J' PLAN
11+00
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
l
i
n
s
,
C
O
187010190
147
Permit-Seal
Drawing No.
Ti
t
l
e
Cl
i
e
n
t
/
P
r
o
j
e
c
t
SheetRevision
of
Is
s
u
e
d
Re
v
i
s
i
o
n
ST
O
R
M
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
C-251
0 70
12
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
STORM SEWER 'I' PROFILE
10+0011+0012+0013+00
STORM SEWER 'K' PLAN
STORM SEWER 'J' PROFILE
10+00 11+00 10+00
STORM SEWER 'K' PROFILE
STORM SEWER 'I' PLAN
50955095
NOTES .
ASPEN
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
2
2
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022.
BE
G
I
N
F
E
S
ST
A
1
0
+
2
1
.
7
0
IN
V
O
U
T
5
0
7
0
.
1
7
EN
D
F
E
S
ST
A
1
0
+
0
5
.
7
5
IN
V
I
N
5
0
6
9
.
6
1
39.66 LF
@ 2.00%
18in RCP
EN
D
F
E
S
ST
A
1
0
+
2
7
.
4
5
IN
V
I
N
5
0
7
0
.
2
9
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
6
9
.
5
0
0.47%
50
9
2
.
4
3
50
9
2
.
4
3
50
9
2
.
4
3
30
0
30
1
29
8
29
9
31
9
31
8
20
0
23
7
23
8
24
2
24
1
24
0
23
9
E
E
S
S
E
E
S
E
E
S
W
WW
W
G
G G
G
W
W
G
G
S
POND 501
SK
I
F
F
L
A
N
E
SQ
U
I
B
L
A
N
E
8'' SA
24
'
'
W
14
'
'
W
G
G
24
'
'
W
24
'
'
W
24
'
'
W
8'
'
S
A
8'
'
S
A
TU
R
N
B
E
R
R
Y
R
O
A
D
(
C
R
1
1
)
POND 110
10
'
'
S
A
10
'
'
S
A
G
109
RICHARD'S
LAKE
ST
I
N
-
N
-
1
(
I
F
O
B
)
ST
A
1
0
+
5
7
.
5
4
FL
5
0
5
9
.
7
4
IN
V
O
U
T
5
0
5
2
.
8
8
EN
D
F
E
S
ST
A
1
0
+
0
5
.
7
5
IN
V
I
N
5
0
5
0
.
3
0
51.52
L
F
@ 5.0
0
%
18in
R
C
P
BE
G
I
N
F
E
S
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
5
0
.
0
0
5.45%
RI
M
5
0
6
0
.
2
3
50
5
2
.
7
8
50
4
9
.
9
7
ST
I
N
-
O
-
1
(
I
F
O
B
)
ST
A
1
0
+
5
2
.
3
1
RI
M
5
0
7
5
.
0
0
IN
V
O
U
T
5
0
7
2
.
2
6
BE
G
I
N
P
I
P
E
ST
A
1
0
+
0
0
IN
V
O
U
T
5
0
7
2
.
0
0
52.31 LF
@ 0.50%
12in ADS
50
7
4
.
9
8
50
7
2
.
2
5
50
7
2
.
0
1
0.46%
STORM SEWER 'L' PLAN
10+00
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
5045
5050
5055
5060
5065
5070
5075
5080
SK
Y
L
A
N
D
M
E
A
D
O
W
S
D
E
V
E
L
O
P
M
E
N
T
S
,
L
T
D
.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
Fo
r
t
C
o
l
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187010190
147
Permit-Seal
Drawing No.
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C-252
0 71
12
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
STORM SEWER 'L' PROFILE
11+0010+0011+0010+00
STORM SEWER 'M' PROFILE
11+00 10+00 11+00
STORM SEWER 'N' PROFILESTORM SEWER '0' PROFILE
STORM SEWER 'O' PLAN STORM SEWER 'N' PLAN
5030
5035
5040
5045
5050
5055
5060
5065
5070
5075
5080
5030
5035
5040
5100
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
5100
NOTES .
ASPEN
AS
P
E
N
ASPEN
(STORM SEWER 'M'
REMOVED)
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
2
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022.
20
0
19
9
19
8
20
2
20
1
23
6
23
7
23
8
23
5
20
3
20
4
20
5
23
2
23
3
23
4
19
5
19
6
24
7
24
6
24
5
24
3
24
4
24
2
24
1
24
0
23
9
19
7
8'
'
S
A
8'
'
S
A
8'' SA 8'' SA 8'' SA
8'' W 8'' W 8'' W
E
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POND
201POND
301
CO
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MI
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5
27.85 LF
@ 2.00%
18in RCP
108.4
3
L
F
@ 4.00
%
24in R
C
P
55.96 LF
@ 0.50%
24in RCP
ST
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R
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1
(
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50
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3
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6
6
50
7
5
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1
0
50
7
9
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6
6
50
7
4
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3.49%
0.37%
50
7
1
.
5
5
50
7
7
.
7
4
50
7
2
.
1
2
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7
7
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4
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1
7
50
7
7
.
0
7
2.84%
5.11%
0.95%
10+00 11+00 10+00 13+0012+0011+00
STORM SEWER 'R' PROFILE
Is
s
u
e
d
Re
v
i
s
i
o
n
0
KEY MAP - 1" = 700'
UTILITY PLAN APPROVAL
City of Fort Collins, Colorado
CALL UTILITY NOTIFICATION
CENTER OF COLORADO1-800-922-1987
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES.
SK
Y
L
A
N
D
M
E
A
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,
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.
WA
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187010190
147
Permit-Seal
Drawing No.
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C-253
0 72
12
5090
5095
5055
5060
5065
5070
5075
5080
5085
STORM SEWER 'Q' PLANSTORM SEWER 'R' PLAN
STORM SEWER 'Q' PROFILE
5100
5105
STORM SEWER 'Q' & 'R' STORM SEWER NOTES
THE DEVELOPER OR HOA SHALL BE RESPONSIBLE FOR ANY
DISTURBED LANDSCAPING OR FENCING DUE TO MAINTENANCE
ACTIVITIES, UNDERTAKEN BY THE CITY OF FORT COLLINS, FOR STORM
SEWER PIPES 'Q' & 'R' .
NOTES .
AS
P
E
N
5090
5095
5055
5060
5065
5070
5075
5080
5085
5100
5105
LEGEND - EXISTING
__" SA SANITARY SEWER WITH MANHOLE
STORM SEWER
__" W WATER LINE
SWALE
ELECTRIC - UNDERGROUNDUGE
LEGEND - PROPOSED
WATER LINE
SANITARY SEWER WITH MANHOLE
STORM SEWER
STORM SEWER CURB INLET
STORM SEWER FLARED END SECTION
RESTRAINED JOINT WITH PLUG
FIRE HYDRANT
8" SA
ELECTRIC SERVICE
WATER SERVICE WITH METER PIT
SANITARY SEWER SERVICE
GAS SERVICE
E
W
S
G
MP
_" W
THRUST BLOCK (SEE WATERLINE
NOTE 21, SHEET C-002)
1
2
These Drawings of Record have been prepared
based upon a survey by Majestic Surveying dated
July 27, 2022.
Stormwater Facility Name:
Facility Location & Jurisdiction:
User Input: Watershed Characteristics User Defined User Defined User Defined User Defined
Selected BMP Type =EDB Stage [ft]Area [ft^2]Stage [ft]Discharge [cfs]
Watershed Area =107.50 acres 0.00 11 0.00 0.00
Watershed Length =2,900 ft 1.00 5,357 1.00 4.42
Watershed Length to Centroid =1,500 ft 2.00 34,982 2.00 8.84
Watershed Slope =0.015 ft/ft 3.00 85,493 3.00 13.26
Watershed Imperviousness =38.5%percent 4.00 125,710 4.00 17.68
Percentage Hydrologic Soil Group A =11.3%percent 5.00 135,985 5.00 22.10
Percentage Hydrologic Soil Group B =29.5%percent 6.00 142,935 6.00 26.52
Percentage Hydrologic Soil Groups C/D =59.2%percent 7.00 149,599 7.00 30.94
Target WQCV Drain Time =40.0 hours 8.00 156,379 8.00 35.36
9.00 163,573 9.00 39.78
User Input 10.00 172,233 10.00 44.20
11.00 184,711 11.00 44.20
After completing and printing this worksheet to a pdf, go to:
https://maperture.digitaldataservices.com/gvh/?viewer=cswdif
Create a new stormwater facility, and attach the PDF of this
worksheet to that record.
Routed Hydrograph Results
Design Storm Return Period =WQCV 2 Year 5 Year 10 Year 50 Year 100 Year
One-Hour Rainfall Depth =N/A 0.98 1.36 2.31 2.91 3.67 in
CUHP Runoff Volume =1.575 3.038 5.496 13.745 19.752 27.355 acre-ft
Inflow Hydrograph Volume =N/A 3.038 5.496 13.745 19.752 27.355 acre-ft
Time to Drain 97% of Inflow Volume =2.0 3.8 5.4 9.1 11.0 12.8 hours
Time to Drain 99% of Inflow Volume =2.2 4.0 5.7 9.5 11.6 13.6 hours
Maximum Ponding Depth =2.83 2.75 3.64 5.87 7.46 9.30 ft
Maximum Ponded Area =1.77 1.66 2.54 3.26 3.50 3.81 acres
Maximum Volume Stored =1.588 1.427 3.319 10.081 15.445 22.163 acre-ft
Once CUHP has been run and the Stage-Area-Discharge
information has been provided, click 'Process Data' to
interpolate the Stage-Area-Volume-Discharge data and
generate summary results in the table below. Once this is
complete, click 'Print to PDF'.
Stormwater Detention and Infiltration Design Data Sheet
Waters Edge West (Combined volumes and outflows for Pond 110 and Pond 300)
Fort Collins, Colorado (40.62983°, -105.04528°)
SDI-Design Data v2.00, Released January 2020
Location for 1-hr Rainfall Depths (use dropdown):
After providing required inputs above including 1-hour
rainfall depths, click 'Run CUHP' to generate runoff
hydrographs using the embedded Colorado Urban
Hydrograph Procedure.
Waters Edge West State ComplianceXcel.xlsm, Design Data 10/3/2022, 3:14 PM
Booleans for Message Booleans for CUHP
Watershed L:W 1 CUHP Inputs Complete
Watershed Lc:L 1 CUHP Results Calculated
Watershed Slope FALSE Time Interval
RunOnce 1
CountA 1
Draintime Coeff 1.0
User Precip 1
Equal SA Inputs 1
Equal SD Inputs 1
Stormwater Detention and Infiltration Design Data Sheet
0
50
100
150
200
250
300
350
400
0.1 1 10
FL
O
W
[
c
f
s
]
TIME [hr]
100YR IN
100YR OUT
50YR IN
50YR OUT
10YR IN
10YR OUT
5YR IN
5YR OUT
2YR IN
2YR OUT
WQCV IN
WQCV OUT
0
1
2
3
4
5
6
7
8
9
10
0.1 1 10 100
PO
N
D
I
N
G
D
E
P
T
H
[
f
t
]
DRAIN TIME [hr]
100YR
50YR
10YR
5YR
2YR
WQCV
Waters Edge West State ComplianceXcel.xlsm, Design Data 10/3/2022, 3:14 PM