HomeMy WebLinkAboutSite Certifications - 05/17/2021Page 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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Sheet 1 of 2
Designer:
Company:
Date:
Project:
Location:
1. Basin Storage Volume
A) Effective Imperviousness of Tributary Area, Ia Ia =100.0 %
(100% if all paved and roofed areas upstream of rain garden)
B) Tributary Area's Imperviousness Ratio (i = Ia/100)i = 1.000
C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.40 watershed inches
(WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i)
D) Contributing Watershed Area (including rain garden area) Area = 8,207 sq ft
E) Water Quality Capture Volume (WQCV) Design Volume VWQCV =cu ft
Vol = (WQCV / 12) * Area
F) For Watersheds Outside of the Denver Region, Depth of d6 =0.43 in
Average Runoff Producing Storm
G) For Watersheds Outside of the Denver Region, VWQCV OTHER =273.6 cu ft
Water Quality Capture Volume (WQCV) Design Volume
H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER =cu ft
(Only if a different WQCV Design Volume is desired)
2. Basin Geometry
A) WQCV Depth (12-inch maximum)DWQCV =12 in
B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical) Z = 0.00 ft / ft
(Use "0" if rain garden has vertical walls)
C) Mimimum Flat Surface Area AMin =164 sq ft
D) Actual Flat Surface Area AActual =169 sq ft
E) Area at Design Depth (Top Surface Area)ATop =196 sq ft
F) Rain Garden Total Volume VT=182 cu ft
(VT= ((ATop + AActual) / 2) * Depth)
3. Growing Media
25" provided
4. Underdrain System
A) Are underdrains provided?
B) Underdrain system orifice diameter for 12 hour drain time
i) Distance From Lowest Elevation of the Storage y =1.4 ft
Volume to the Center of the Orifice
ii) Volume to Drain in 12 Hours Vol12 =274 cu ft
iii) Orifice Diameter, 3/8" Minimum DO =2/5 in
Design Procedure Form: Rain Garden (RG)
Keith Meyer
Ditesco
April 12, 2021
Lofts at Timberline
Raingarden at west entrance (as-built)
Choose One
Choose One
18" Rain Garden Growing Media
Other (Explain):
YES
NO
As-Built_UD - Rain Garden.xlsm, RG 4/13/2021, 3:46 PM
LOCATION:Timberline Center - Revised for Lofts at Timberline, Lots 4, 6 and 7
COMPUTATIONS BY:KM 4941.60 = as-built elevations
DATE:
Mannings
Coefficient
Area of
Pipe
Perimeter
of Pipe
Hydraulic
Radius Slope Velocity Full Pipe
Flow
Full Pipe
Flow Design Flow HGL
Pipe From To Invert US Pipe Size Length Invert DS DS Pipe Size Pipe Slope n A (sf) P (ft) R(ft) S (ft/ft) V(ft/s) Q (cfs) Q (gpm) Q100 (cfs) inches
9B Inlet D3 MH D2 4942.50 12 88.95 4941.60 12 1.01% 0.012 0.79 3.14 0.25 0.0101 4.96 3.89 1,747 1.84 5.6
9A MH D2 Inlet D1 4941.51 12 31.97 4941.21 12 0.94% 0.012 0.79 3.14 0.25 0.0094 4.77 3.75 1,683 3.40 10.8
9 Inlet D1 Inlet D 4941.21 12 54.22 4940.17 18 1.92% 0.012 0.79 3.14 0.25 0.0192 6.82 5.36 2,406 4.44 9.9
9E Inlet B1 MH B 4941.42 18 38.47 4941.21 42 0.55% 0.012 1.77 4.71 0.38 0.0055 4.77 8.43 3,784 0.52 1
10A Inlet A2 MH A1 4942.70 10 33.78 4942.27 12 1.27% 0.012 0.55 2.62 0.21 0.0127 4.92 2.69 1,205 1.05 3.9
10B Inlet A1-1 MH A1 4942.66 10 33.14 4942.27 12 1.18% 0.012 0.55 2.62 0.21 0.0118 4.73 2.58 1,159 1.08 4.2
10 MH A1 MH A 4942.15 12 111.66 4940.61 42 1.38% 0.012 0.79 3.14 0.25 0.0138 5.79 4.54 2,040 4.03 10.60
17AA Inlet C4 MH C3 4943.15 10 62.50 4942.33 10 1.31% 0.012 0.55 2.62 0.21 0.0131 5.00 2.73 1,223 0.67 2.9
17A MH C3 MH C2 4942.27 10 65.89 4941.52 10 1.14% 0.012 0.55 2.62 0.21 0.0114 4.66 2.54 1,140 1.12 4.4
17BA Inlet C3 MH C2 4942.18 10 38.36 4941.52 10 1.72% 0.012 0.55 2.62 0.21 0.0172 5.72 3.12 1,401 1.93 6.2
17B MH C2 MH C1 4941.52 10 41.54 4941.26 15 0.63% 0.012 0.55 2.62 0.21 0.0063 3.45 1.88 845 3.45 18.3
17 MH C1 Inlet C 4940.60 15 51.30 4939.80 24 1.56% 0.012 1.23 3.93 0.31 0.0156 7.14 8.76 3,933 5.31 9.00
Inlet Area (acres) Q2 Q100 Qavailmin Qavailmaj
D1 0.26 0.64 2.60 1.10 2.90
D3 0.19 0.36 1.84 1.10 2.90
A2 0.11 0.28 1.05 0.60 1.90
A1-1 0.12 0.33 1.08 0.60 1.90
C4 0.07 0.19 0.67 0.20 1.90
C3 0.12 0.52 1.89 0.80 2.70
Storm Pipe and Inlet Design Calculations
4/12/2021
Type 13 Combo Inlet
Inlet Type
Double Type 13 Inlet
Double Type 13 Inlet
Type 13 Combo Inlet
Type 13 Combo Inlet
Type 13 Valley Inlet
Inlet Design
PROPOSED CONDITIONS
PIPE SEGMENT DATA
AS-BUILT CONDITIONS
OPERATIONAL FLOW CALCULATIONS
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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: Date:
Building Permit Numbers:
I. Compaction
A. 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. 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. The riprap bedding is a granular bedding of the gradation and thickness indicated on the approved construction plans.
2. 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. The riprap is the gradation shown on the approved construction plans with a D50 of .
4. The riprap thickness is as shown on the approved construction plans and extends to the horizontal limits shown.
5. 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. All fabric was installed per manufacturer’s specifications.
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IV. Other Permanent BMPs
A. 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. 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:
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:
Title:
Email:
Phone:
Company:
Address:
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Permeable Interlocking Concrete Pavers
was held with City-Stormwater
Inspector to discuss installation, inspection, checklist, and ☐ ☐ ☐ location (i.e. DCP, initial erosion control
Sub-surface inspection(s):
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
☐ ☐ ☐
inspector’s name
Surface inspection(s):
inspection by a City-Stormwater Inspector at the point of ☐ ☐ ☐ inspector’s name
Excavation
☐ ☐ ☐
☐ ☐ ☐
☐ ☐ ☐ Provide photograph
Impermeable Liner
Impermeable liner meets design specifications ☐ ☐ ☐
☐ ☐ ☐ Provide photograph
Impermeable liner is buried with no exposure ☐ ☐ ☐
Any penetrations of the impermeable liner have been sealed
and checked for water-tightness ☐ ☐ ☐
Edge Restraint and Concrete Cut-Off Wall
☐ ☐ ☐ 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 ☐ ☐ ☐
Aggregate
- Has 90% fractured faces
- Is thoroughly washed (virtually free of fine sediment) ☐ ☐ ☐ record depth installed
- Has 90% fractured faces
- Is thoroughly washed (virtually free of fine sediment) ☐ ☐ ☐ record depth installed
- 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
☐ ☐ ☐
record depth installed
☐ ☐ ☐
Protection During Construction
including runoff from the upstream catchment and
construction equipment traffic ☐ ☐ ☐ otherwise protected to prevent
construction runoff from entering the
Close Out
☐ ☐ ☐
Paver height offsets are no more than 1/4” between adjacent
units & surface contains no deformations ☐ ☐ ☐
☐ ☐ ☐
1 2 3 4
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Fire
Riser
DW
Entry
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Possible Entry Point Possible Entry Point
Overhead DoorOverhead DoorOverhead DoorOverhead DoorOverhead Door
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =20'
0
(True scale for 22x34 sheet size)
20'20'40'60'
C2
0
1
5
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'
1
A
STRIPING AND SIGNAGE LEGEND:
NOTES:
LEGEND:
B
Excavation
Liner
Underdrain Cleanout
Subbase Course
Base Course
Leveling Course Final Surface
Excavation
Liner
Underdrain Cleanout
Subbase Course
Base Course
Leveling Course Final Surface
Excavation
Liner
Underdrain Cleanout
Subbase Course
Base Course
Leveling Course Final Surface
Excavation
Liner
Underdrain Cleanout
Subbase Course
Base Course
Leveling Course Final Surface
Excavation
Liner
Underdrain Cleanout
Subbase Course
Base Course
Leveling Course Final Surface
Excavation
Liner
Underdrain Cleanout
Subbase Course
Base Course
Leveling Course Final Surface
Excavation
Liner
Underdrain Cleanout
Subbase Course
Base Course
Leveling Course Final Surface
Excavation
Liner
Underdrain Cleanout
Subbase Course
Base Course
Leveling Course Final Surface
1/19 Page 1 of 3
Bioretention Cells (Rain Gardens)
was held with City-Stormwater
Inspector to discuss installation, inspection, checklist, and ☐ ☐ ☐ location (i.e. DCP, initial erosion control
Underdrain and basecourse inspection(s):
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
☐ ☐ ☐
inspector’s name
Pea gravel and BSM inspection(s):
was verified via inspection by a City-Stormwater Inspector at
the point of installation of the pea gravel and bioretention ☐ ☐ ☐ inspector’s name
Excavation
☐ ☐ ☐
☐ ☐ ☐
☐ ☐ ☐ Provide photograph
Excavated area is protected/surrounded by sediment/runoff
control measures during construction ☐ ☐ ☐
Intake
☐ ☐ ☐
Forebay
☐ ☐ ☐ 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
☐ ☐ ☐ overflow to top of media filter; provide
☐ ☐ ☐
1/19 Page 2 of 3
Overflow inlet invert elevation is at least 3 inches below
containment wall/berm (to direct overflow into inlet) ☐ ☐ ☐ inlet and top of containment wall/berm;
☐ ☐ ☐
Impermeable Liner
☐ ☐ ☐
☐ ☐ ☐ Provide photograph
Impermeable liner is buried with no exposure ☐ ☐ ☐
Any penetrations of the impermeable liner have been sealed
and checked for water-tightness ☐ ☐ ☐
Underdrain System
☐ ☐ ☐ 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 ☐ ☐ ☐
Filter Media and Aggregate
- meets design specifications
☐ ☐ ☐ record depth installed
#8, #89, or #9):
- meets design specifications
☐ ☐ ☐ record depth installed
- meets design specifications
☐ ☐ ☐ record depth installed
☐ ☐ ☐ 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 ☐ ☐ ☐
☐ ☐ ☐ Provide photograph
Vegetation is planted according to landscape design
specifications and final landscaping plan ☐ ☐ ☐
☐ ☐ ☐
Temporary irrigation installed
☐ ☐ ☐ irrigation is installed to establish/maintain
Close Out
☐ ☐ ☐
Excavation
Sediment Control Measures
Underdrain Reservoir Aggregate Layer
Diaphragm Aggregate Layer
Bioretention Sand Media
Final Surface
1/19 Page 1 of 1
Vegetated Buffers
Buffer area was sectioned off to eliminate site disturbance and
compaction during construction ☐ ☐ ☐
☐ ☐ ☐ Provide photograph
Soils in the buffer area have been amended ☐ ☐ ☐
☐ ☐ ☐
1/19 Page 1 of 3
Sand Filters
was held with City-Stormwater
Inspector to discuss installation, inspection, checklist, and
☐ ☐ ☐ location (i.e. DCP, initial erosion control
Underdrain and basecourse inspection(s):
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
☐ ☐ ☐
inspector’s name
Pea gravel and filter media inspection(s):
facility was verified via inspection by a City-Stormwater
Inspector at the point of installation of the pea gravel and filter
☐ ☐ ☐ inspector’s name
Excavation
☐ ☐ ☐
☐ ☐ ☐
☐ ☐ ☐ Provide photograph
Excavated area is protected/surrounded by sediment/runoff
control measures during construction ☐ ☐ ☐
Intake
☐ ☐ ☐
Forebay (If Applicable)
☐ ☐ ☐ 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) ☐ ☐ ☐
containment wall/berm (to direct overflow into inlet) ☐ ☐ ☐ inlet and top of containment wall/berm;
1/19 Page 2 of 3
Overflow path and check dams, if used, are armored to protect
from erosion and maintain elevations ☐ ☐ ☐
Impermeable Liner (If Applicable)
☐ ☐ ☐
☐ ☐ ☐
☐ ☐ ☐
Any penetrations of the impermeable liner have been sealed
and checked for water-tightness ☐ ☐ ☐
Underdrain System
☐ ☐ ☐ 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 ☐ ☐ ☐
Filter Media
- meets design specifications
- is installed to the required design depth
☐ ☐ ☐ record depth installed
- meets design specifications
☐ ☐ ☐ record depth installed
☐ ☐ ☐
Other Structural Components
Containment wall/berm is continuous and level ☐ ☐ ☐
Landscaping
Verify final landscaping is free of sod ☐ ☐ ☐
☐ ☐ ☐ Provide photograph
Vegetation is planted according to landscape design
specifications and final landscaping plan ☐ ☐ ☐
☐ ☐ ☐
1/19 Page 3 of 3
Temporary irrigation installed
☐ ☐ ☐ irrigation is installed to establish/maintain
Close Out
☐ ☐ ☐
1/19 Page 1 of 2
Underground Infiltration
A
pre-construction meeting was completed with the
☐ ☐ ☐ meeting
was held with City-Stormwater
Inspector to discuss installation, inspection, checklist, and
☐ ☐ ☐ location (i.e. DCP, initial erosion control
Inspection(s):
inspection by a City-Stormwater Inspector at the point at which
the chambers had been laid/prior to backfilling.
☐ ☐ ☐ inspector’s name
Excavation
☐ ☐ ☐
☐ ☐ ☐
☐ ☐ ☐
☐ ☐ ☐
☐ ☐ ☐
☐ ☐ ☐
Impermeable Liner
☐ ☐ ☐
☐ ☐ ☐
Any penetrations of the impermeable liner have been sealed
and checked for water-tightness. ☐ ☐ ☐
Aggregate
compacted according to design and manufacturer’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 ☐ ☐ ☐
Manifold system
☐ ☐ ☐
☐ ☐ ☐
At least one inspection port has been provided for each Isolator
Row (located in middle third of each row) ☐ ☐ ☐
☐ ☐ ☐
Underground Detention Chambers
All chambers were installed per approved Utility Plans and
manufacturer’s specifications ☐ ☐ ☐
Close Out
☐ ☐ ☐
☐ ☐ ☐
LOT 1,
TIMBERLINE CENTER,
FOURTH FILING
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
CIVIL ENGINEER
OWNER
CONTACT INFORMATION
LOCATED IN THE EAST HALF OF SECTION 19, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6th P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
UTILITY PLAN FOR
CERTIFICATION STATEMENT:
Omnia Cum Deo, LLC
PO Box 270038
Fort Collins, CO 80527
T: (970) 686-7700
Ditesco
Keith Meyer, P.E.
2133 S. Timberline Road, Suite 110
Fort Collins, Colorado 80525
(970) 690-1889
BENCHMARKS
Coordinate Control
VERTICAL DATUM:
HORIZONTAL DATUM:
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SURVEYOR
Northern Engineering
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
DISCLAIMER STATEMENT:
JUNE, 2020
PROJECT
LOCATION
VICINITY MAP
SHEET INDEX
INDEX NO.SHEET NO.DESCRIPTION
COVER AND GENERAL NOTES
1 C001 COVER SHEET
2 C002 GENERAL NOTES
OVERALL SHEETS
3 C101 EXISTING CONDITIONS AND DEMOLITION PLAN
4 C102 PFA TURNING EXHIBIT
HORIZONTAL CONTROL AND SIGNAGE SHEETS
5 C201 HORIZONTAL CONTROL AND SIGNAGE PLAN
6 C202 HORIZONTAL CONTROL DATA
EROSION CONTROL SHEETS
7 C301 EROSION CONTROL PLAN
8 C302 EROSION CONTROL DETAILS
GRADING SHEETS
9 C401 OVERALL GRADING PLAN
UTILTIY SHEETS
10 C501 OVERALL UTILITY PLAN
STORM DRAIN PLAN AND PROFILE
11 C601 STORM DRAIN A PLAN AND PROFILE
12 C602 STORM DRAIN B PLAN AND PROFILE
13 C603 STORM DRAIN C PLAN AND PROFILE
14 C604 STORM DRAIN C2-1 PLAN AND PROFILE
15 C605 ROOF DRAIN AND RAINGARDEN INVERTS
16 C606 STORM DRAIN D PLAN AND PROFILE
DETAIL SHEETS
17 C701 SITE DETAILS
18 C702 SITE DETAILS
19 C703 SITE DETAILS
20 C704 SITE DETAILS
DRAINAGE EXHIBIT SHEETS
21 C801 DEVELOPED DRAINAGE EXHIBIT
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
RECORD DRAWING STATEMENT:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
B. Street Improvement Notes
C. Traffic Signing and Pavement Marking Construction Notes
D. Storm Drainage Notes
E. Utility Notes
Note:
GENERAL NOTES (City of Fort Collins)
City of Fort Collins Mapping Datum
A. Grading and Erosion Control Notes
SEE SHEET C001 FOR VERTICAL AND HORIZONTAL DATUMS AND NOTES.
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8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
X
X X X X X X X X X X X X X X X
X
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
IIIIII
8'' W 8'' W
8'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
T
T
T T T
T
T
T T
T
T
T
T
T T T T T T T
T
T E
E
GasC
Electric
Vault
Irrigation
Control
D
S S
D
MW
C
CC CC
MW
CC
W V
W V
W
V
W V
W V
W
V
W
V
W V
W
V
W V
W
M
D
D
D
D
D
D
M
W
V
W
CSS
Irrigation
Control
T
C
Irrigation
Control
Irrigation
Control
S
Electric
Vault
Electric
Vault
Irrigation
Control
Irrigation
Control
Irrigation
Control
W
CC
Gas
Electric
T
T C
CHYD
D
D
D D
D
8'' W 8'' W 8'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
8'
'
W
8'
'
W
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
HYD
8'' W
El
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r
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c
Va
u
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t
Jo
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p
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A
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n
D
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i
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e
Bear Mountain Drive
LOT 4
TIMBERLINE CENTER
LOT 7
TIMBERLINE CENTER
LOT 6
TIMBERLINE CENTER
1
5
4
7
7
2
3
8
9
9
10
11
12
12
6
102 103 104
106 107
108
111 112
113114
115
117
1850
2
7
SURVEY CONTROL POINTS
POINT #
101
102
103
104
106
107
108
111
112
113
114
115
117
1850
DESCRIPTION
FND LS25372 YPC
FND RPC ILLEG
FND PLS14823 YPC
FND 4REBAR
FND 32444 YPC
FND PLS14823 BT
FND PLS 32444 BT
FND PLS14823 YPC
FND PLS14823 YPC
FND PLS14823 YPC
FND PLS14823 YPC
FND PLS14823 YPC
FND PLS14823 YPC
CP BK1
NORTHING
121580.7589
121582.1640
121583.0528
121584.7168
121487.4942
121487.9168
121414.5183
121379.7323
121379.3431
121486.0892
121484.7075
121406.8650
121268.9605
121265.8955
EASTING
204483.3495
204585.8653
204657.8812
204782.9792
204961.5575
204982.5816
204983.7164
204795.1150
204870.7962
204871.2590
204784.4943
204784.0968
204656.5034
204959.8892
ELEVATION
4947.80
4947.33
4947.46
4945.20
4944.88
4944.29
4943.55
4945.75
4944.55
4945.37
4945.27
4945.72
4945.74
4945.34
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
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SCALE: 1" =20'
0
(True scale for 22x34 sheet size)
20'20'40'60'
C1
0
1
3
EX
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1"
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1
PROTECTION AND REMOVAL TAG:
2
3
4
5
6
7
8
9
10
11
12
FIELD SURVEY BY:
NOTES:
LEGEND:
8'' W 8'' W
8'' SS
MW
W V
S
Irrigation
Control
Electric
Vault
HYD
D
STREET CUT NOTE: LIMITS OF
STREET CUT ARE APPROXIMATE,
FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY
THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE
IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
TF
1 2 3 4
A
B
C
D
E
F
G
H
I
5 6 7 8 9 10
Fire
Riser
DW
Entry
LS
Backflow
C.8
C.1
C.9
D.9
E.8
J
Possible Entry Point Possible Entry Point
Overhead DoorOverhead DoorOverhead DoorOverhead DoorOverhead Door
Ov
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Overhead Door
Ov
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a
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D
o
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r
Ov
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a
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D
o
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Possible Entry Point
X
X X X X X X X X X X X X X X X
X
IIIIII
IIIIII
IIII
T
T
T T T
T
T
T T
T
T
T
T
T T T T T T T
T
T
GasC
Irrigation
Control
S
MW
C
CC CC
MW
W V
W V
W
V
W V
W
V
W
V
W
V
W V
W
M
M
W
V
W
CSS
Irrigation
Control
T
C
Irrigation
Control
Irrigation
Control
Electric
Vault
Electric
Vault
Irrigation
Control
Irrigation
Control
Irrigation
Control
CC
Gas
Electric
T
T C
CHYD
El
e
c
t
r
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c
Va
u
l
t
4'
'
W
4'' W 4'' W 4'' W 4'' W 4'' W 2'' W
6'
'
W
6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
CS
6'' W 6'' W
Jo
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Bear Mountain Drive
52.00
14.00 22.00
PFA feet
Width
Track
Lock to lock time
Steering Angle
: 9.50
: 8.50
: 6.0
: 45.0
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =20'
0
(True scale for 22x34 sheet size)
20'20'40'60'
C1
0
2
4
PF
A
T
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N
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X
H
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1"
=
2
0
'
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
1 2 3 4
A
B
C
D
E
F
G
H
I
5 6 7 8 9 10
Fire
Riser
DW
Entry
LS
Backflow
C.8
C.1
C.9
D.9
E.8
J
Possible Entry Point Possible Entry Point
Overhead DoorOverhead DoorOverhead DoorOverhead DoorOverhead Door
Ov
e
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a
d
D
o
o
r
Ov
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r
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a
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D
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Ov
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a
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D
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Ov
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a
d
D
o
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r
Overhead Door
Ov
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a
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D
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r
Ov
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a
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D
o
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r
Possible Entry Point
X
X X X X X X X X X X X X X X X
X
IIIIII
IIIIII
IIIIII
GasC
Irrigation
Control
D
S
MW
C
CC CC
MW
W
M
D
D
D
D
D
D
M
S
Irrigation
Control
T
C
S
Electric
Vault
Electric
Vault
Irrigation
Control
Irrigation
Control
Irrigation
Control
CC
Gas
Electric
T
T C
CHYD
D
D
D D
D
HYD
El
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Va
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TF
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Bear Mountain Drive
N89°15'01"E
125.07
S0
0
°
5
3
'
5
9
"
E
10
0
.
0
0
N89°05'01"E
198.11
S0
0
°
5
5
'
5
9
"
E
22
9
.
8
8
S89°14'25"W
314.71
Delta= 91°01'07"
R=15.00' L=23.83'
Dir= N45°15'01"W
Chord= 21.40'
N0
0
°
1
5
'
3
2
"
E
31
4
.
1
4
4'
'
W
4'' W 4'' W 4'' W 4'' W 4'' W 2'' W
6'
'
W
6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
CS
6'' W 6'' W
1
A
1
1 1
A
A
1
1
1
1
1
1
1
A
311
C701
306
C701
308
C701
301
C701
307
C701
308
C701
328
C704
B
B
B
B
B
B
B
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =20'
0
(True scale for 22x34 sheet size)
20'20'40'60'
C2
0
1
5
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
AN
D
S
I
G
N
A
G
E
P
L
A
N
1"
=
2
0
'
1
A
STRIPING AND SIGNAGE LEGEND:
NOTES:
LEGEND:
B
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
Building Point Table
POINT #
100
101
102
103
104
105
106
107
108
109
DESCRIPTION
BUILDING CORNER
BUILDING CORNER
BUILDING CORNER
BUILDING CORNER
BUILDING CORNER
BUILDING CORNER
BUILDING CORNER
BUILDING CORNER
BUILDING CORNER
BUILDING CORNER
NORTHING
121495.9755
121496.7763
121401.8680
121404.3200
121269.0063
121268.1978
121342.6857
121341.4610
121321.1295
121320.7409
EASTING
204672.6725
204733.0838
204734.3418
204919.3256
204921.7026
204860.7080
204859.3039
204735.4759
204735.7454
204674.9953
Property Corner Point Table
POINT #
200
201
202
203
204
205
206
207
208
209
210
DESCRIPTION
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
PROPERTY CORNER
NORTHING
121583.0528
121584.7854
121484.7977
121486.1857
121487.6286
121487.9659
121414.4656
121258.1188
121255.5765
121253.9464
121269.0129
EASTING
204657.8812
204782.9571
204784.5273
204871.3062
204961.5246
204982.6119
204983.8089
204986.3550
204794.6153
204671.6768
204656.4780
Line Table
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
LENGTH
7.07'
16.89'
72.00'
14.54'
4.06'
14.55'
72.00'
16.72'
34.67'
16.18'
72.00'
13.98'
14.00'
72.00'
17.17'
14.96'
5.93'
14.50'
14.47'
36.00'
14.00'
16.15'
BEARING
S00°03'43.56"W
N00°45'34.75"W
S89°14'25.25"W
S00°45'34.75"E
S89°04'28.56"W
N00°45'34.75"W
S89°14'25.25"W
S00°45'34.75"E
N56°01'15.30"W
N89°14'25.25"E
N00°53'58.75"W
S89°14'25.25"W
N00°45'34.75"W
S89°14'25.25"W
S00°45'34.75"E
S89°14'25.25"W
N00°18'55.81"E
N00°45'34.75"W
S00°45'34.75"E
S89°14'25.25"W
N00°45'34.75"W
S89°14'25.25"W
BEGIN LINE
N: 121486.80
E: 204966.93
N: 121461.86
E: 204947.16
N: 121478.74
E: 204946.94
N: 121477.79
E: 204874.94
N: 121460.72
E: 204872.67
N: 121463.12
E: 204866.14
N: 121477.67
E: 204865.94
N: 121476.72
E: 204793.95
N: 121457.89
E: 204790.27
N: 121481.84
E: 204762.89
N: 121482.05
E: 204779.07
N: 121554.04
E: 204777.94
N: 121558.79
E: 204758.89
N: 121572.79
E: 204758.71
N: 121571.84
E: 204686.71
N: 121549.61
E: 204682.01
N: 121569.52
E: 204646.78
N: 121496.78
E: 204733.00
N: 121521.62
E: 204723.38
N: 121507.15
E: 204723.57
N: 121506.68
E: 204687.58
N: 121525.61
E: 204682.33
END LINE
N: 121479.72
E: 204966.92
N: 121478.74
E: 204946.94
N: 121477.79
E: 204874.94
N: 121463.25
E: 204875.14
N: 121460.65
E: 204868.61
N: 121477.67
E: 204865.94
N: 121476.72
E: 204793.95
N: 121459.99
E: 204794.17
N: 121477.26
E: 204761.52
N: 121482.05
E: 204779.07
N: 121554.04
E: 204777.94
N: 121553.86
E: 204763.96
N: 121572.79
E: 204758.71
N: 121571.84
E: 204686.71
N: 121554.67
E: 204686.94
N: 121549.41
E: 204667.05
N: 121575.44
E: 204646.81
N: 121511.28
E: 204732.81
N: 121507.15
E: 204723.57
N: 121506.68
E: 204687.58
N: 121520.67
E: 204687.39
N: 121525.39
E: 204666.17
Line Table
LINE
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L46
LENGTH
6.33'
2.00'
17.07'
62.86'
54.17'
16.78'
22.45'
19.00'
54.00'
16.23'
10.51'
18.00'
90.00'
11.00'
76.88'
27.00'
14.88'
14.00'
45.00'
16.42'
10.29'
10.19'
BEARING
S00°06'12.86"W
N00°19'27.33"E
N89°50'19.75"W
N00°09'40.25"E
N00°09'40.25"E
S89°50'19.75"E
S89°14'25.26"W
S00°45'34.74"E
S89°14'25.26"W
N00°45'34.74"W
S00°00'00.54"W
N00°46'04.95"W
S89°14'25.25"W
S00°46'04.95"E
S89°14'25.25"W
S00°45'34.75"E
N89°14'25.25"E
S00°46'04.95"E
N89°14'25.25"E
N00°46'04.95"W
S00°46'04.95"E
N00°46'04.95"W
BEGIN LINE
N: 121505.47
E: 204646.44
N: 121290.74
E: 204966.25
N: 121294.75
E: 204964.27
N: 121294.80
E: 204947.20
N: 121357.66
E: 204947.38
N: 121411.83
E: 204947.53
N: 121431.73
E: 204946.26
N: 121431.43
E: 204923.81
N: 121412.44
E: 204924.06
N: 121411.72
E: 204870.07
N: 121421.72
E: 204860.12
N: 121310.81
E: 204849.93
N: 121328.81
E: 204849.69
N: 121327.62
E: 204759.70
N: 121311.56
E: 204754.91
N: 121310.54
E: 204678.04
N: 121283.54
E: 204678.40
N: 121278.80
E: 204698.34
N: 121264.80
E: 204698.53
N: 121265.40
E: 204743.53
N: 121274.52
E: 204752.41
N: 121264.67
E: 204778.54
END LINE
N: 121499.14
E: 204646.43
N: 121292.74
E: 204966.26
N: 121294.80
E: 204947.20
N: 121357.66
E: 204947.38
N: 121411.83
E: 204947.53
N: 121411.78
E: 204964.30
N: 121431.43
E: 204923.81
N: 121412.44
E: 204924.06
N: 121411.72
E: 204870.07
N: 121427.95
E: 204869.85
N: 121411.21
E: 204860.12
N: 121328.81
E: 204849.69
N: 121327.62
E: 204759.70
N: 121316.62
E: 204759.84
N: 121310.54
E: 204678.04
N: 121283.54
E: 204678.40
N: 121283.74
E: 204693.28
N: 121264.80
E: 204698.53
N: 121265.40
E: 204743.53
N: 121281.81
E: 204743.31
N: 121264.23
E: 204752.54
N: 121274.86
E: 204778.40
Line Table
LINE
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
LENGTH
16.42'
54.00'
18.00'
6.40'
190.07'
6.04'
3.56'
6.04'
9.86'
7.06'
11.15'
9.86'
7.06'
11.13'
3.71'
2.97'
62.85'
BEARING
S00°46'04.95"E
N89°14'25.25"E
N00°46'04.95"W
S00°09'17.80"W
S00°09'17.80"W
S33°52'08.31"W
N00°33'19.11"E
N33°52'08.31"E
N89°14'25.26"E
S52°13'39.24"E
N00°09'40.25"E
N89°14'25.26"E
S52°13'39.24"E
N00°09'40.25"E
S89°14'25.26"W
N03°18'15.82"E
N00°02'11.12"E
BEGIN LINE
N: 121282.40
E: 204787.30
N: 121265.98
E: 204787.52
N: 121266.70
E: 204841.52
N: 121513.32
E: 204652.27
N: 121485.50
E: 204661.12
N: 121289.89
E: 204658.90
N: 121267.57
E: 204656.26
N: 121282.08
E: 204659.69
N: 121276.45
E: 204932.91
N: 121275.53
E: 204945.90
N: 121277.11
E: 204963.58
N: 121281.45
E: 204932.85
N: 121279.48
E: 204948.96
N: 121277.12
E: 204958.58
N: 121411.99
E: 204928.28
N: 121412.88
E: 204940.08
N: 121410.24
E: 204645.97
END LINE
N: 121265.98
E: 204787.52
N: 121266.70
E: 204841.52
N: 121284.70
E: 204841.28
N: 121506.92
E: 204652.26
N: 121295.43
E: 204660.60
N: 121284.87
E: 204655.54
N: 121271.13
E: 204656.29
N: 121287.10
E: 204663.06
N: 121276.58
E: 204942.77
N: 121271.20
E: 204951.49
N: 121288.26
E: 204963.61
N: 121281.58
E: 204942.71
N: 121275.16
E: 204954.55
N: 121288.26
E: 204958.61
N: 121411.94
E: 204924.57
N: 121415.84
E: 204940.25
N: 121473.09
E: 204646.01
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
DELTA
82°47'56"
96°22'46"
89°52'18"
88°44'12"
124°44'19"
145°15'41"
90°00'00"
90°00'00"
91°04'31"
53°36'38"
126°23'22"
90°00'00"
89°01'38"
90°09'47"
98°17'14"
84°21'24"
117°04'31"
62°09'54"
90°00'30"
89°59'30"
112°01'28"
RADIUS
20.00'
2.00'
2.50'
2.50'
2.50'
2.50'
5.00'
5.00'
20.00'
15.00'
2.00'
5.00'
20.00'
2.00'
2.00'
20.00'
3.00'
10.00'
5.00'
5.00'
2.00'
LENGTH
28.90'
3.36'
3.92'
3.87'
5.44'
6.34'
7.85'
7.85'
31.79'
14.04'
4.41'
7.85'
31.08'
3.15'
3.43'
29.45'
6.13'
10.85'
7.85'
7.85'
3.91'
BEARING
S41°27'42"W
N48°56'58"W
S44°10'34"W
N45°07'41"W
S61°36'35"W
N16°36'35"E
N45°45'35"W
S44°14'25"W
N45°13'19"W
N27°33'54"W
S62°26'06"W
N45°45'35"W
S44°43'36"W
N44°45'26"W
N43°54'41"E
N48°34'53"W
N59°17'50"W
S31°04'57"W
S44°14'10"W
S45°45'50"E
N55°14'39"E
CHORD
26.45'
2.98'
3.53'
3.50'
4.43'
4.77'
7.07'
7.07'
28.55'
13.53'
3.57'
7.07'
28.04'
2.83'
3.03'
26.86'
5.12'
10.33'
7.07'
7.07'
3.32'
BEGIN CURVE
N: 121479.72
E: 204966.92
N: 121459.90
E: 204949.41
N: 121463.25
E: 204875.14
N: 121460.65
E: 204868.61
N: 121459.99
E: 204794.17
N: 121477.26
E: 204761.52
N: 121553.86
E: 204763.96
N: 121554.67
E: 204686.94
N: 121549.41
E: 204667.05
N: 121511.28
E: 204732.81
N: 121523.27
E: 204726.55
N: 121520.67
E: 204687.39
N: 121525.39
E: 204666.17
N: 121292.74
E: 204966.26
N: 121411.78
E: 204964.30
N: 121413.96
E: 204966.40
N: 121427.95
E: 204869.85
N: 121430.56
E: 204865.45
N: 121316.62
E: 204759.84
N: 121283.74
E: 204693.28
N: 121281.81
E: 204743.31
END CURVE
N: 121459.90
E: 204949.41
N: 121461.86
E: 204947.16
N: 121460.72
E: 204872.67
N: 121463.12
E: 204866.14
N: 121457.89
E: 204790.27
N: 121481.84
E: 204762.89
N: 121558.79
E: 204758.89
N: 121549.61
E: 204682.01
N: 121569.52
E: 204646.78
N: 121523.27
E: 204726.55
N: 121521.62
E: 204723.38
N: 121525.61
E: 204682.33
N: 121505.47
E: 204646.44
N: 121294.75
E: 204964.27
N: 121413.96
E: 204966.40
N: 121431.73
E: 204946.26
N: 121430.56
E: 204865.45
N: 121421.72
E: 204860.12
N: 121311.56
E: 204754.91
N: 121278.80
E: 204698.34
N: 121283.71
E: 204746.03
Curve Table
CURVE
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
DELTA
67°58'32"
13°42'45"
12°34'35"
67°58'32"
112°01'28"
45°21'10"
45°30'27"
33°42'51"
15°39'27"
33°18'49"
33°42'51"
38°31'55"
127°36'41"
38°31'55"
127°36'41"
68°04'27"
86°21'49"
85°56'09"
123°45'16"
27°17'56"
RADIUS
10.00'
20.00'
20.00'
10.00'
2.00'
10.00'
20.00'
10.00'
25.00'
20.00'
15.00'
5.00'
7.50'
10.00'
2.50'
13.00'
6.00'
9.00'
9.00'
13.50'
LENGTH
11.86'
4.79'
4.39'
11.86'
3.91'
7.92'
15.89'
5.88'
6.83'
11.63'
8.83'
3.36'
16.70'
6.73'
5.57'
15.45'
9.04'
13.50'
19.44'
6.43'
BEARING
S34°45'21"E
S06°05'18"W
N07°03'22"W
N33°13'11"E
S56°46'49"E
S22°31'17"E
S22°26'38"E
S17°00'43"W
S26°02'25"W
N17°12'44"E
N17°00'43"E
S71°29'37"E
N63°58'01"E
S71°29'37"E
N63°58'01"E
S36°54'49"W
S46°03'31"W
N46°16'21"E
N65°10'54"E
S39°17'30"E
CHORD
11.18'
4.78'
4.38'
11.18'
3.32'
7.71'
15.47'
5.80'
6.81'
11.47'
8.70'
3.30'
13.46'
6.60'
4.49'
14.55'
8.21'
12.27'
15.87'
6.37'
BEGIN CURVE
N: 121283.71
E: 204746.03
N: 121264.23
E: 204752.54
N: 121260.33
E: 204779.08
N: 121274.86
E: 204778.40
N: 121284.22
E: 204784.53
N: 121506.92
E: 204652.26
N: 121499.80
E: 204655.21
N: 121295.43
E: 204660.60
N: 121284.87
E: 204655.54
N: 121271.13
E: 204656.29
N: 121287.10
E: 204663.06
N: 121276.58
E: 204942.77
N: 121271.20
E: 204951.49
N: 121281.58
E: 204942.71
N: 121275.16
E: 204954.55
N: 121429.33
E: 204942.93
N: 121417.69
E: 204934.19
N: 121404.40
E: 204931.22
N: 121415.84
E: 204940.25
N: 121422.51
E: 204954.66
END CURVE
N: 121274.52
E: 204752.41
N: 121259.48
E: 204752.04
N: 121264.67
E: 204778.54
N: 121284.22
E: 204784.53
N: 121282.40
E: 204787.30
N: 121499.80
E: 204655.21
N: 121485.50
E: 204661.12
N: 121289.89
E: 204658.90
N: 121278.75
E: 204652.55
N: 121282.08
E: 204659.69
N: 121295.42
E: 204665.60
N: 121275.53
E: 204945.90
N: 121277.11
E: 204963.58
N: 121279.48
E: 204948.96
N: 121277.12
E: 204958.58
N: 121417.69
E: 204934.19
N: 121411.99
E: 204928.28
N: 121412.88
E: 204940.08
N: 121422.51
E: 204954.66
N: 121417.58
E: 204958.70
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
C2
0
2
6
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RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
6''6''6''
6'
'
6'
'
6'
'
6''6''6''6''6''
8'
'
8'
'
8'
'
8'
'
8'
'
6'
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6'
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6'
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6''
6''6''
8''
8''
6''6''6''
6'
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6'
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6'
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6'
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6'
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6''6''
8''8''6''6''
6''6''6''6''
6''6''
4'
'
W
4'' W 4'' W 4'' W 4'' W 4'' W 2'' W
6'
'
W
6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
CS
6'' W 6'' W
X
X X X X X X X X X X X X X X X
X
IIIIII
IIIIII
IIIIII
8'' W 8'' W
GasC
Irrigation
Control
D
MW
C
CC CC
MW
W V
W V
W
V
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W
V
W
V
W V
W
V
W V
W
M
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D
D
D
D
D
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W
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W
CS
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T
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Irrigation
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CC
Gas
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T
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Fire
Riser
DW
Entry
LS
Backflow
C.8
C.1
C.9
D.9
E.8
J
Possible Entry Point Possible Entry Point
Overhead DoorOverhead DoorOverhead DoorOverhead DoorOverhead Door
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Overhead Door
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Possible Entry Point
TF
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Bear Mountain Drive
SF
VTC
IP
IP
SF SF SF SF SF SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF
SF
STORM DRAIN B
(SEE SHEET C602)
STORM DRAIN C
(SEE SHEET C603)
STORM DRAIN D
(SEE SHEET C606)
STORM DRAIN A
(SEE SHEET C601)
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =20'
0
(True scale for 22x34 sheet size)
20'20'40'60'
C3
0
1
7
ER
O
S
I
O
N
C
O
N
T
R
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L
P
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A
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1"
=
2
0
'
SFSF
VTC
NOTES:
IP
GS
LEGEND:
10''
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
100
C302
SILT FENCE CURB INLET PROTECTION
CONSTRUCTION SEQUENCE
SF SF IP
101
C302
VTC
102
C302
VEHICLE CONTROL TRACKING PAD
103
C302
ROCK SOCK PROTECTION 104
C302
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
C3
0
2
8
ER
O
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C
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RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
6''6''6''
6'
'
6'
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6'
'
6''6''6''6''6''
8'
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8'
'
8'
'
8'
'
8'
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6'
'
6'
'
6'
'
6''
6''6''
8''
8''
6''6''6''
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6''6''
8''8''6''6''
6''6''6''6''
6''6''
4'
'
W
4'' W 4'' W 4'' W 4'' W 4'' W 2'' W
6'
'
W
6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
CS
6'' W 6'' W
X
X X X X X X X X X X X X X X X
X
IIIIII
IIIIII
IIIIII
GasC
Irrigation
Control
D
MW
C
CC CC
MW
W V
W V
W
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W V
W
V
W
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W V
W
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CS
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T
C
Electric
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CC
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T
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5 6 7 8 9 10
Fire
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DW
Entry
LS
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C.8
C.1
C.9
D.9
E.8
J
Possible Entry Point Possible Entry Point
Overhead DoorOverhead DoorOverhead DoorOverhead DoorOverhead Door
Ov
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D
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Ov
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D
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Ov
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D
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Possible Entry Point
TF
Jo
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A
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e
Bear Mountain Drive
STORM DRAIN B
(SEE SHEET C602)
STORM DRAIN C
(SEE SHEET C603)
STORM DRAIN D
(SEE SHEET C606)
STORM DRAIN A
(SEE SHEET C601)
A
C704
FFE=4947.600
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
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UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =20'
0
(True scale for 22x34 sheet size)
20'20'40'60'
C4
0
1
9
OV
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A
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L
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A
D
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P
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1"
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LEGEND:
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NOTES:
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
TF
1 2 3 4
A
B
C
D
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F
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5 6 7 8 9 10
Fire
Riser
DW
Entry
LS
Backflow
C.8
C.1
C.9
D.9
E.8
J
Possible Entry Point Possible Entry Point
Overhead DoorOverhead DoorOverhead DoorOverhead DoorOverhead Door
Ov
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D
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Ov
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D
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Overhead Door
Ov
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D
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Ov
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a
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D
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Possible Entry Point
CT
V
CTV
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CTV
CT
V
CTV
CT
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CT
V
CT
V
CT
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CT
V
CT
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CT
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CT
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CT
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CT
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CT
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CT
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CT
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CT
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CT
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CT
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CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV
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G G G G G G G G G G G G G G G G G
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G
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G
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G
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G
G
G
G
G
G
G
G
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G
G
G
G
G
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8'
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S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'' SS 8'' SS 8'' SS
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
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8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
X
X X X X X X X X X X X X X X X
X
IIIIII
IIIIII
IIIIII
8'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
T
T
T T T
T
T
T T
T
T
T
T
T T T T T T T
T
T E
E
GasC
Irrigation
Control
D
S
MW
C
CC CC
MW
W V
W V
W
V
W V
W
V
W
V
W V
W
V
W V
W
M
D
D
D
D
D
D
M
W
V
W
CSS
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Control
T
C
S
Electric
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Irrigation
Control
Irrigation
Control
Irrigation
Control
CC
Gas
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T
T C
CHYD
D
D
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D
8'' W 8'' W 8'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'' W 8'' W
8'
'
W
8'
'
W
8'' W 8'' W 8'' W 8'' W 8'' W 8'' W
HYD
8'' W
El
e
c
t
r
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c
Va
u
l
t
6''6''6''
6'
'
6'
'
6'
'
6''6''6''6''6''
8'
'
8'
'
8'
'
8'
'
8'
'
6'
'
6'
'
6'
'
6''
6''6''
8''
8''
6''6''6''
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6''6''
8''8''6''6''
6''6''6''6''
6''6''
4'
'
W
4'' W 4'' W 4'' W 4'' W 4'' W 2'' W
6'
'
W
6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
CS
6'' W 6'' W
Jo
s
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h
A
l
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n
D
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e
1
2
FF = 4947.60
STORM DRAIN A
(SEE SHEET C601)
STORM DRAIN B
(SEE SHEET C602)
STORM DRAIN C
(SEE SHEET C603)
STORM DRAIN D
(SEE SHEET C606)
Bear Mountain Drive CS
AsBuilt Point Table
POINT #
100
101
102
103
104
105
DESCRIPTION
6" GV
FH
EXIST. 8" GV
CORP. VALVE
CURB STOP
WATER METER
NORTHING
121448.5801
121448.3969
121446.7534
121416.1426
121416.1426
121416.1130
EASTING
204611.7454
204648.7716
204980.9386
204980.4175
204954.7149
204951.7149
SH
E
E
T
N
O
.
x
PR
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N
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D
B
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:
DR
A
W
N
B
Y
:
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P
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B
Y
:
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A
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SCALE: 1" =20'
0
(True scale for 22x34 sheet size)
20'20'40'60'
C5
0
1
10
OV
E
R
A
L
L
U
T
I
L
I
T
Y
P
L
A
N
1"
=
2
0
'
LEGEND:
8'' SS
MW
W V
Irrigation
Control
Electric
Vault
HYD
D
8'' W 8'' W
2'' W 2'' W
6'' F 6'' F
6''
CTV
G
T
E
S
NOTES:
1
UTILITY TAG NOTES:
2
3
4
STORM DRAIN NOTE: ALL STORM
DRAIN PIPELINES CONSTRUCTED
AS PART OF THIS PROJECT ARE
PRIVATE AND NOT MAINTAINED
BY THE CITY OF FORT COLLINS.
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
TF
1 2 3 4 5 6 7
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
G
G
G
G
G
G
G
X
X X X X X X X X X X X X X X X X X X
IIIIII
IIIIII
IIIIII
IIIIII
GasC
Irrigation
Control
D
El
e
c
t
r
i
c
Va
u
l
t
6''6''6''6''6''6''6''
6'
'
6'
'
6'
'
6'
'
6'
'
8'
'
8'
'
8'
'
8'
'
EXIST STMH A
STMH A1 324
C703
INLET A2
INLET A1-1
4934
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
4934
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40
EX
I
S
T
S
T
M
H
A
ST
M
H
A
1
NOTE: CONTRACTOR TO
POTHOLE ALL UTILITIES PRIOR
TO CONSTRUCTION
324
C703
IN
L
E
T
A
2
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
4934
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
4934
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
9+90 10+00 10+10 10+20 10+30 10+40 10+50
ST
M
H
A
1
IN
L
E
T
A
1
-
1
100-YR HGL
SH
E
E
T
N
O
.
x
PR
O
J
E
C
T
N
O
.
SH
E
E
T
I
N
D
E
X
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
SH
E
E
T
S
U
B
S
E
T
:
LO
T
1
,
T
I
M
B
E
R
L
I
N
E
C
E
N
T
E
R
,
FO
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H
F
I
L
I
N
G
DA
T
E
:
NO
N
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Ju
n
e
3
,
2
0
2
0
K.
M
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y
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r
Dra
w
i
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g
N
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:
D:\
P
r
o
j
e
c
t
s
\
L
o
f
t
s
A
t
T
i
m
b
e
r
l
i
n
e
\
D
w
g
\
S
h
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t
s
\
T
i
m
b
e
r
l
i
n
e
L
o
f
t
s
-
S
t
o
r
m
.
d
w
g
Mo
n
d
a
y
,
A
p
r
i
l
1
2
,
2
0
2
1
8:3
0
A
M
B
y
:
Rh
o
n
d
a
B
u
n
n
e
r
R.
B
u
n
n
e
r
K.
M
e
y
e
r
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =10'
010'10'20'30'
(True scale for 22x34 sheet size)
C6
0
1
11
ST
O
R
M
D
R
A
I
N
A
PL
A
N
A
N
D
P
R
O
F
I
L
E
1"
=
1
0
'
PROFILE SCALE:
STORM DRAIN A
LEGEND:
8'' SS
MW
W V
Irrigation
Control
Electric
Vault
HYD
D
8'' W 8'' W
2'' W 2'' W
6'' F 6'' F
6''
CTV
G
T
E
S
NOTES:
STORM DRAIN NOTE: ALL STORM
DRAIN PIPELINES CONSTRUCTED
AS PART OF THIS PROJECT ARE
PRIVATE AND NOT MAINTAINED
BY THE CITY OF FORT COLLINS.
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
VERIFIED
VERIFIED
1 2 3 4 5 6 7
Ov
e
r
h
e
a
d
D
o
o
r
Ov
e
r
h
e
a
d
D
o
o
r
Ov
e
r
h
e
a
d
D
o
o
r
Ov
e
r
h
e
a
d
D
o
o
r
CT
V
CTV
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V G
G
G
G
G
G
G
G
G
G
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS
Irrigation
Control
D
S
MW
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'' W 8'' W 8'' W 8'' W 8'' W
6'
'
6'
'
6'
'
6''6''6''
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
8'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6''
6'' W 6'' W 6'' W 6'' W 6'' W
EXIST STMH B
INLET B1 325
C703
INLET C4
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40
EX
I
S
T
S
T
M
H
B
IN
L
E
T
B
1
AR
E
A
I
N
L
E
T
325
C703
NOTE: CONTRACTOR TO
POTHOLE ALL UTILITIES PRIOR
TO CONSTRUCTION
100-YR HGL100-YR HGL
SH
E
E
T
N
O
.
x
PR
O
J
E
C
T
N
O
.
SH
E
E
T
I
N
D
E
X
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
SH
E
E
T
S
U
B
S
E
T
:
LO
T
1
,
T
I
M
B
E
R
L
I
N
E
C
E
N
T
E
R
,
FO
U
R
T
H
F
I
L
I
N
G
DA
T
E
:
NO
N
E
Ju
n
e
3
,
2
0
2
0
K.
M
e
y
e
r
Dra
w
i
n
g
N
a
m
e
:
D:\
P
r
o
j
e
c
t
s
\
L
o
f
t
s
A
t
T
i
m
b
e
r
l
i
n
e
\
D
w
g
\
S
h
e
e
t
s
\
T
i
m
b
e
r
l
i
n
e
L
o
f
t
s
-
S
t
o
r
m
.
d
w
g
Mo
n
d
a
y
,
A
p
r
i
l
1
2
,
2
0
2
1
8:3
0
A
M
B
y
:
Rh
o
n
d
a
B
u
n
n
e
r
R.
B
u
n
n
e
r
K.
M
e
y
e
r
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =10'
010'10'20'30'
(True scale for 22x34 sheet size)
C6
0
2
12
ST
O
R
M
D
R
A
I
N
B
PL
A
N
A
N
D
P
R
O
F
I
L
E
1"
=
1
0
'
PROFILE SCALE:
STORM DRAIN B
LEGEND:
8'' SS
MW
W V
Irrigation
Control
Electric
Vault
HYD
D
8'' W 8'' W
2'' W 2'' W
6'' F 6'' F
6''
CTV
G
T
E
S
NOTES:
STORM DRAIN NOTE: ALL STORM
DRAIN PIPELINES CONSTRUCTED
AS PART OF THIS PROJECT ARE
PRIVATE AND NOT MAINTAINED
BY THE CITY OF FORT COLLINS.
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
VERIFIED
F
G
H
I
Fire
Riser
DW
Entry
LS
Backflow
E.8
Overhead DoorOverhead DoorOverhead DoorOverhead Door
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
G
G
G
G
G
G
G
G
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
MW
C
CC CC
MW
W V
W
V
M
D
D
6'
'
6''6''6''6''6''6''6''6''6''6''6''
6''6''6''6''6''
8''
8''
8''
8''
8''
6''6''6''6''6''
6''
6'
'
6''
4'
'
W
4'
'
W
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 2'' W 2'' W 2'' W
6'
'
W
6'
'
W
6'
'
W
6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
6'' W
6'' W 6'' W 6'' W
CS
EXIST INLET C
STMH C1
STMH C2STMH C3 324
C703
324
C703
329
C704
328
C704
INLET C3
INLET C4
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
11+6011+7011+8011+9012+0012+1012+2012+3012+4012+5012+6012+7012+8012+9013+0013+10
EX
I
S
T
I
N
L
E
T
C
ST
M
H
C
1
4'
Ø
F
L
A
T
T
O
P
M
A
N
H
O
L
E
w/
G
R
A
T
E
D
C
O
V
E
R
ST
M
H
C
2
4'
Ø
M
A
N
H
O
L
E
324
C703
329
C704
NOTE: CONTRACTOR TO
POTHOLE ALL UTILITIES PRIOR
TO CONSTRUCTION
IN
L
E
T
C
3
SH
E
E
T
N
O
.
x
PR
O
J
E
C
T
N
O
.
SH
E
E
T
I
N
D
E
X
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
SH
E
E
T
S
U
B
S
E
T
:
LO
T
1
,
T
I
M
B
E
R
L
I
N
E
C
E
N
T
E
R
,
FO
U
R
T
H
F
I
L
I
N
G
DA
T
E
:
NO
N
E
Ju
n
e
3
,
2
0
2
0
K.
M
e
y
e
r
Dra
w
i
n
g
N
a
m
e
:
D:\
P
r
o
j
e
c
t
s
\
L
o
f
t
s
A
t
T
i
m
b
e
r
l
i
n
e
\
D
w
g
\
S
h
e
e
t
s
\
T
i
m
b
e
r
l
i
n
e
L
o
f
t
s
-
S
t
o
r
m
.
d
w
g
Mo
n
d
a
y
,
A
p
r
i
l
1
2
,
2
0
2
1
8:3
0
A
M
B
y
:
Rh
o
n
d
a
B
u
n
n
e
r
R.
B
u
n
n
e
r
K.
M
e
y
e
r
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =10'
010'10'20'30'
(True scale for 22x34 sheet size)
C6
0
3
13
ST
O
R
M
D
R
A
I
N
C
PL
A
N
A
N
D
P
R
O
F
I
L
E
1"
=
1
0
'
PROFILE SCALE:
STORM DRAIN C
LEGEND:
8'' SS
MW
W V
Irrigation
Control
Electric
Vault
HYD
D
8'' W 8'' W
2'' W 2'' W
6'' F 6'' F
6''
CTV
G
T
E
S
NOTES:
STORM DRAIN NOTE: ALL STORM
DRAIN PIPELINES CONSTRUCTED
AS PART OF THIS PROJECT ARE
PRIVATE AND NOT MAINTAINED
BY THE CITY OF FORT COLLINS.
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
VERIFIED
VERIFIED
F
G
H
I
Fire
Riser
DW
Entry
LS
Backflow
E.8
Overhead DoorOverhead DoorOverhead DoorOverhead Door
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
G
G
G
G
G
G
G
G
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
MW
C
CC CC
MW
W V
W
V
M
D
D
6'
'
6''6''6''6''6''6''6''6''6''6''6''
6''6''6''6''6''
8''
8''
8''
8''
8''
6''6''6''6''6''
6''
6'
'
6''
4'
'
W
4'
'
W
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 2'' W 2'' W 2'' W
6'
'
W
6'
'
W
6'
'
W
6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
6'' W
6'' W 6'' W 6'' W
CS
EXIST INLET C
STMH C1
STMH C2STMH C3 324
C703
324
C703
329
C704
328
C704
INLET C3
INLET C4
4934
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
4934
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
9+809+9010+0010+1010+2010+3010+4010+5010+6010+7010+8010+9011+0011+1011+2011+3011+4011+50
ST
M
H
C
2
IN
L
E
T
C
4
ST
M
H
C
3
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
SH
E
E
T
N
O
.
x
PR
O
J
E
C
T
N
O
.
SH
E
E
T
I
N
D
E
X
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
SC
A
L
E
:
SH
E
E
T
S
U
B
S
E
T
:
LO
T
1
,
T
I
M
B
E
R
L
I
N
E
C
E
N
T
E
R
,
FO
U
R
T
H
F
I
L
I
N
G
DA
T
E
:
NO
N
E
Ju
n
e
3
,
2
0
2
0
K.
M
e
y
e
r
Dra
w
i
n
g
N
a
m
e
:
D:\
P
r
o
j
e
c
t
s
\
L
o
f
t
s
A
t
T
i
m
b
e
r
l
i
n
e
\
D
w
g
\
S
h
e
e
t
s
\
T
i
m
b
e
r
l
i
n
e
L
o
f
t
s
-
S
t
o
r
m
.
d
w
g
Mo
n
d
a
y
,
A
p
r
i
l
1
2
,
2
0
2
1
8:3
0
A
M
B
y
:
Rh
o
n
d
a
B
u
n
n
e
r
R.
B
u
n
n
e
r
K.
M
e
y
e
r
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =10'
010'10'20'30'
(True scale for 22x34 sheet size)
C6
0
4
14
ST
O
R
M
D
R
A
I
N
C
2
-
1
PL
A
N
A
N
D
P
R
O
F
I
L
E
1"
=
1
0
'
PROFILE SCALE:
STORM DRAIN C2-1
LEGEND:
8'' SS
MW
W V
Irrigation
Control
Electric
Vault
HYD
D
8'' W 8'' W
2'' W 2'' W
6'' F 6'' F
6''
CTV
G
T
E
S
NOTES:
STORM DRAIN NOTE: ALL STORM
DRAIN PIPELINES CONSTRUCTED
AS PART OF THIS PROJECT ARE
PRIVATE AND NOT MAINTAINED
BY THE CITY OF FORT COLLINS.
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
VERIFIED
VERIFIED
A
B
C
D
E
F
G
Fire
Riser
C.8
C.1
C.9
D.9
E.8
Possible Entry Point Possible Entry Point
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CTVCTVCTV
CTVCTV
CTVCTVCTVCTVCTVCTVCTVCTV
G
G
G
G
G
G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'' W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
8'
'
W
T
T
T
T
T
T
T T T T T T T
T
T
T
T T T T T T T T
T
E
E
E E
W V
M
D
D
M
W
V
W
CSS
Electric
Vault
Irrigation
Control
Irrigation
Control
Irrigation
Control
CC
Gas
Electric
T
T C
CHYD
8''
6''6''6''6''6''
6''
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6'
'
6''
4'
'
4'
'
W
4'
'
W
4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 2'' W 2'' W 2'' W
6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W
6'' W
6'' W
6'' W
CS
EXIST INLET C
STMH C1 329
C704
328
C704
A
C704
SH
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T
N
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =10'
010'10'20'30'
(True scale for 22x34 sheet size)
C6
0
5
15
RO
O
F
D
R
A
I
N
A
N
D
R
A
I
N
G
A
R
D
E
N
I
N
V
E
R
T
S
1"
=
1
0
'
LEGEND:
8'' SS
MW
W V
Irrigation
Control
Electric
Vault
HYD
D
8'' W 8'' W
2'' W 2'' W
6'' F 6'' F
6''
CTV
G
T
E
S
NOTES:
STORM DRAIN NOTE: ALL STORM
DRAIN PIPELINES CONSTRUCTED
AS PART OF THIS PROJECT ARE
PRIVATE AND NOT MAINTAINED
BY THE CITY OF FORT COLLINS.
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
Overhead Door
Ov
e
r
h
e
a
d
D
o
o
r
Ov
e
r
h
e
a
d
D
o
o
r
Possible Entry Point
CT
V
CT
V
CTV CTV
CTV
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV
CTV
G
G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
8'
'
S
S
T
T
T
T T T
T
T
T
T T T T
T
T
T T T T T T T
T T
D
D
Irrigation
Control
T
C
Electric
Vault
Irrigation
Control
Irrigation
Control
Irrigation
Control
D
6'
'
6''6''6''6''
8''8''8''8''6''6''6''6''6''
6''6''6''6''6''6''6''6''
6'
'
6''6''6''6''6''
6'
'
EXIST STMH D
EXIST INLET D
INLET D1
STMH D2
INLET D3
326
C703
326
C703
324
C703
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
4936
4938
4940
4942
4944
4946
4948
4950
4952
4954
11+90 12+00 12+10 12+20 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 14+20 14+30
EX
I
S
T
S
T
M
H
D
EX
I
S
T
I
N
L
E
T
D
IN
L
E
T
D
1
DO
U
B
L
E
T
Y
P
E
1
3
I
N
L
E
T
ST
M
H
D
2
4'
Ø
M
A
N
H
O
L
E
IN
L
E
T
D
3
DO
U
B
L
E
T
Y
P
E
1
3
I
N
L
E
T
326
C703
326
C703
NOTE: CONTRACTOR TO
POTHOLE ALL UTILITIES PRIOR
TO CONSTRUCTION
324
C703
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
SH
E
E
T
N
O
.
x
PR
O
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E
C
T
N
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.
SH
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T
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D
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D
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:
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N
B
Y
:
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D
B
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:
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:
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:
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =10'
010'10'20'30'
(True scale for 22x34 sheet size)
C6
0
6
16
ST
O
R
M
D
R
A
I
N
D
PL
A
N
A
N
D
P
R
O
F
I
L
E
1"
=
1
0
'
PROFILE SCALE:
STORM DRAIN D
LEGEND:
8'' SS
MW
W V
Irrigation
Control
Electric
Vault
HYD
D
8'' W 8'' W
2'' W 2'' W
6'' F 6'' F
6''
CTV
G
T
E
S
NOTES:
STORM DRAIN NOTE: ALL STORM
DRAIN PIPELINES CONSTRUCTED
AS PART OF THIS PROJECT ARE
PRIVATE AND NOT MAINTAINED
BY THE CITY OF FORT COLLINS.
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
VERIFIED
VERIFIED
17'
16.2'
3' PAN
6''
SH
E
E
T
N
O
.
x
PR
O
J
E
C
T
N
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.
SH
E
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T
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:
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:
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:
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P
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\
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C7
0
1
17
SI
T
E
D
E
T
A
I
L
S
NT
S
300
C701
OUTFALL VERTICAL CURB & GUTTER PAVING SECTION
RAMP DETAIL
PLAN
ISOMETRIC
PLAN
ISOMETRIC
2%
M
A
X
.
12:1
MAX
.
12:1
MAX.
RAMP NOTES:
INFLOW VERTICAL CURB & GUTTER
RAMP DETAIL
RAMP DETAIL
1'-5"
1/2"6"
1'-6"
6"
1 1/2"
4 1/2"
6"
12
"
6"
1"2"R
1 1/2"R
1'-6"
6"
1 1/2"
4 1/2"
6"
12
"
6"
1"
2"R
1 1/2"R
3'-0" PAN DETAIL AT TRASH ENCLOSURE
4"95% STD
PROCTOR RECYCLED CONCRETE OR
ROADBASE
SITE CONCRETE NOTES:
1.ALL RAMPS TO INCLUDE EAST JORDAN
IRONWORKS TRUNCATED DOMES OR
APPROVED EQUAL.
2.ALL SITEWORK / CONCRETE TO BE CDOT
CLASS B FLATWORK.
301
C701
302
C701
303
C701
304
C701
305
C701
306
C701
STAIR CONNECTION DETAIL309
C701
BOLLARD DETAIL307
C701
4'-0" MIN.
2'-6"
6" MIN.
TOP OF CONCRETE
FINISH GRADE
6" SCHEDULE 40
GALVANIZED STEEL PIPE.
FILL WITH CONCRETE
PAINT URETHANE
OSHA YELLOW, 2
COATS
12"
DIA. MIN.
STAIR CONNECTION DETAIL308
C701
A
C701
A
C701
SECTION A-A'
1
1
30"
8"
6"
16.2'
PAD
TRASH ENCLOSURE 311
C701
STAIR NOTES:
1.STEPS TO BE CAST MONOLITHIC AND BE
REINFORCED WITH #4 REBAR @ 12" O.C.,
E.W. NOMINAL. NO STEP CONCRETE
THICKNESS SHALL BE LESS THAN 8".
2.COMPACT ALL SOIL UNDER STEPS AND
SIDEWALK TO 95% SPD.
3.HAND RAIL TO BE INSTALLED ON STEPS.
NOTE:
1.AT PAVERS, 3-FT PAN IS 12" THICK
WITH NO VALLEY (SEE GRADING PLAN)
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
SH
E
E
T
N
O
.
x
PR
O
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C
T
N
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.
SH
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S
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N
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:
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N
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:
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:
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:
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P
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c
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\
L
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A
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i
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A
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C7
0
2
18
SI
T
E
D
E
T
A
I
L
S
NT
S
HANDICAP PARKING REQUIREMENTS SIDEWALK DETAIL312
C702
313
C702
ASPHALT PAVEMENT JOINT314
C702
CLEANOUT DETAIL315
C702
WATER MAIN BEDDING REQUIREMENTS 316
C702
STANDARD CONCRETE THRUST BLOCKS317
C702
FIRE HYDRANT INSTALLATION 318
C702
TRENCH DETAIL319
C702
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
SH
E
E
T
N
O
.
x
PR
O
J
E
C
T
N
O
.
SH
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I
N
D
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X
DE
S
I
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N
E
D
B
Y
:
DR
A
W
N
B
Y
:
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P
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E
D
B
Y
:
SC
A
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E
:
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E
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T
S
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T
:
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T
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:
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2
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:
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C7
0
3
19
SI
T
E
D
E
T
A
I
L
S
NT
S
STANDARD SETTING FOR 1 1/2" & 2" WATER METER320
C703
321
C703
STORMWATER BEDDING REQUIREMENTS 322
C703
STORMWATER BEDDING REQUIREMENTS 323
C703
STANDARD MANHOLE324
C703
AREA INLET325
C703 TYPE 13 INLET326
C703
STANDARD SETTING FOR 1 1/2" & 2" WATER METER
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
STONE
STONE
STONE
SH
E
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T
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:
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P
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RAINGARDEN - SECTION A-A328
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RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021
6''6''6''
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STORM DRAIN C
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STORM DRAIN D
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STORM DRAIN A
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10B
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COLORADO
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Date
Date
Date
Date
Date
Date
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
SCALE: 1" =20'
0
(True scale for 22x34 sheet size)
20'20'40'60'
C8
0
1
21
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LEGEND:
NOTES:
A
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
9B
BASIN ID OLD AREA NEW AREA DELTA
9 1.43 AC 1.88 AC +0.45
10 0.75 AC 0.42 AC -0.33
17 1.80 AC 1.67 AC -0.13
RECORD DRAWING
THESE RECORD DRAWINGS,
PRODUCED BY DITESCO
JANUARY 2021 / APRIL 2021