HomeMy WebLinkAboutSite Certifications - 11/03/2025Page 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
11/19
Bucking Horse Filing Five
10/29/2025
B2501500 and B2501839
N/A
N/A
N/A
N/A
N/A
N/A
Detention and WQ is existing and not a part of this project
Grading/Stormwater Certification Accepted
(Certificat e of Occupancy Released)
Accepted by:
Date :
☐ Escrow was held for CO and is now released
we SW - DEREK LUTZ
11/03/2025
MA240135
Page 2
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.
11/19
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Page 3
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.)
11/19
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
No major swales are a part of this project
Page 4
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.
11/19
Yes
Yes
Yes
Yes
Yes
Yes
N/A
N/A
Yes
Yes
Yes
N/A
N/A
Yes
A short section of curb along the northern boundary is shown with a slope of
0.3%. This area is fairly minimal and not expected to cause issues
concrete pans are curb and gutter, not crosspans
Page 5
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.
11/19
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
N/A
No subdrains are proposed
Page 6
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.
11/19
N/A
Yes
Yes
N/A
Yes
Yes
Yes
Yes
Yes
sidewalk culverts are private and installed
as grated style
No curb cuts are proposed
Page 7
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.
11/19
N/A
N/A
Yes
Yes
N/A
Yes
Yes
N/A
N/A
N/A
N/A
N/A
N/A
substantial as-built spot elevations have been provided to indicate site has been graded to
meet the engineering intention
all disturbed areas to be landscaped
no LID proposed with project
11/19 Page 8
XIV.Certification of Other Permanent BMPs
A.The construction of other permanent BMPs not specifically addressed in this certification is in
accordance with the approved plan. This may include grade control structures, rundowns, bridges, stream
access/improvements, etc.
Please specify other permanent BMPs included on this site:
XV. Certification and Erosion Control Measures - FCSCM Ch. 3
A. All temporary erosion control measures shall be removed upon stabilization. If at the time of preparing
this certification there are any erosion control measures still remaining on the site, please note them in
the narrative and verify that they need to remain at this time. If in doubt as to the need for any control
measure, please consult with the Erosion Control Inspector at erosion@fcgov.com.
XVI.Statement of Compliance - FCSCM Ch. 3
A. This certification is signed and stamped. By signing this form, the engineer(s) attests that he/she has
visited and observed the site, and to the best of his/her knowledge, the as-built conditions of the drainage
facilities are as described in the above form and in the enclosed as-built plans.
B.Failure to properly disclose all known information could result in the rejection of this certification and
prevent the release of any and all Stormwater Utility permit holds on Building Permits and/or Certificates
of Occupancy within this development.
XVII. Signature and Stamp by a Colorado-Registered Professional Engineer
Engineer’s contact information:
Name:
Email:
Phone:
Company:
Address:
PE Stamp
N/A
Stephanie Thomas
stephanie.thomas@epsgroupinc.com
970-568-5412
EPS Group
301 N. Howes Street Suite 100
Fort Collins, CO 80521
10/29/25
MARCH 2025 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
BUCKING HORSE FILING FIVE - MINOR AMENDMENT
PROJECT TEAM:
EPS Group, Inc.
Cassandra Ungerman, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE ENGINEER
GEOTECHNICAL ENGINEER
Earth Engineering Company, Inc.
Lester Litton, PE
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
SHEET INDEX
BEING A REPLAT OF LOT 3, BLOCK 4 AND A PORTION OF LOT 2, BLOCK 4, BUCKING HORSE FILING ONE
LOCATED IN THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
EPS Group, Inc.
Tharen Helgerson, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970)221-4158
SITE SURVEYOR
UTILITY PLANS FOR
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CS1 COVER SHEET
CS2 - CS3 GENERAL & CONSTRUCTION NOTES
EX1 EXISTING CONDITIONS & DEMOLITION PLAN
PV1 PAVING PLAN
GRADING SHEETS
OG1 OVERALL GRADING PLAN
G1 - G2 GRADING PLAN
UTILITY SHEETS
U1 UTILITY PLAN
ST1 STORM DRAIN 9 PLAN & PROFILE
DETAIL SHEETS
D1 - D3 DETAILS
DRAINAGE SHEETS
EC1 EROSION CONTROL EXHIBIT
EC2 EROSION CONTROL DETAILS
DR1 DRAINAGE EXHIBIT
Sheet
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UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. EPS Group, Inc. assumes no responsibility for the accuracy
or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all
utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado
(UNCC) at 811 for additional information.
PHONE NUMBER
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT BENCHMARKS:
PROJECT
LOCATION
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E. DRAKE ROAD
FIELD SURVEY BY:
Earth Engineering Consultants, Inc
Geotechnical Exploration Report
Bucking Horse Development - Southeast
Project No. 1122025C
Date: July 19, 2012
SUBSURFACE EXPLORATION BY:
Additional Survey Information:
Northern Engineering, Services
Project No. 687-002
Date: July 18, 2014
Washburn Land Surveying, Inc.Washburn Land Surveying, Inc.
WS Project No. 2012-003 WS Project No. 2020-004
Date: February 24, 2012 Date: July 14, 2020
Washburn Land Surveying, Inc.Washburn Land Surveying, Inc.
WS Project No. 2012-003 WS Project No. 2021-0060
Date: August 24, 2015 Date: March 4, 2022
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 4-07
SOUTHWEST CORNER OF TIMBERLINE RD. AND BEAR MOUNTAIN DR. DUE NORTH OF NEW POLICE
BUILDING ON THE SOUTHWEST CORNER OF A CATCH BASIN.
ELEVATION = 4942.84
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 17-92
300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RD. AND TIMBERLINE RD. IN THE TOP
OF AN IRRIGATION STRUCTURE.
ELEVATION = 4938.70
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM)
FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY
PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.185'
BASIS OF BEARING:
THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 20, TOWNSHIP 7 NORTH, RANGE 68
WEST OF THE 6TH PRINCIPAL MERIDIAN, MONUMENTED ON THE WEST END BY A 2.5" ALUMINUM CAP
IN RANGE BOX MARKED "CITY OF FORT COLLINS 2001 LS 17497" AND ON THE EAST END BY A 3.25"
ALUMINUM CAP IN A RANGE BOX MARKED "JR ENGINEERING 2005 PLS 37963", WHICH, ACCORDING TO
THE PLAT OF SIDEHILL - FILING TWO, BEARS S89°26'35"E A DISTANCE OF 2641.77'.
TRAFFIC ENGINEER
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
RVi Planning + Landscape Architecture
Shelley LaMastra, PLA
506 S. College Avenue, Unit A
Fort Collins, CO 80524
(970) 484-8855
Bucking Horse, LLC
Gino Campana
3702 Manhatten Ave., Suite 201
Fort Collins, CO 80526
(970) 229-5900
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
GAS-----------------Xcel Energy-----------------------------Cory Thelen (970) 225-7843
ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167
CABLE-------------Comcast----------------------------------Marcus Petty (720) 275-0572
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Wes Lamarque (970) 416-2418
WASTEWATER--City of Fort Collins Utilities-----------Wes Lamarque (970) 416-2418
STORMWATER-City of Fort Collins Utilities----------- Wes Lamarque (970) 416-2418
1
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I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25
2
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SSW
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E E E E E E
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
S
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FD
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R.T.U.
19
21
22
509 SF
GARAGE
1
168 SF
STORAGE
2
131 SF
OFFICE
3
28
29
UP
X
X
X
X
X
X
X
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E
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CT
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CTV
CT
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W
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SS
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E
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E
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E
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E
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E
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CT
V
CT
V
CT
V
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
CTV
CTV
CTV
W
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W
SS
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SS
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G
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W
W
W
W
W
W
W
W
F
3 CY
3 CY
tras
h
rec
y
c
±45 L.F. OF FIRE SERVICE AND
VALVE TO BE REMOVED
PLUG AT MAIN
±4800 S.F. OF CONCRETE
TO BE REMOVED
EXISTING TRANSFORMER
TO BE RELOCATED
EXISTING COMMUNICATIONS
PEDESTAL TO BE RELOCATED
WATER SERVICE
TO BE REUSED
EXISTING COMMUNICATIONS
PEDESTAL TO BE RELOCATED
± 54 L.F. OF EXISTING
COMMUNICATIONS LINE
TO BE RELOCATED
± 44 L.F. OF EXISTING
CURB AND GUTTER
TO BE REMOVED
± 64 L.F. OF EXISTING
CURB AND GUTTER
TO BE REMOVED
± 60 L.F. OF EXISTING
CURB AND GUTTER
TO BE REMOVED
± 90 L.F. OF EXISTING
CURB AND GUTTER
TO BE REMOVED
EXISTING TRASH
ENCLOSURES TO BE
REMOVED
± 48 L.F. OF EXISTING
CURB AND GUTTER
TO BE REMOVED
EXISTING PARKING
STRIPING TO BE
REMOVED
± 69 L.F. OF EXISTING
CURB AND GUTTER
TO BE REMOVED
/
/
/
/
/
/
/
////////////////////
± 45 L.F. OF EXISTING
CURB AND GUTTER
TO BE REMOVED
EXISTING PARKING
STRIPING TO BE
REMOVED
ADA STALL STRIPING
TO BE REMOVED
GRE
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EXISTING BUILDING
EXISTING
BUILDING
EXISTING 4"
SANITARY SERVICE
EXISTING ELECTRIC /
TELEPHONE / CABLE
EXISTING
TRANSFORMER
EXISTING
TRANSFORMER
EXISTING TELECOM
PEDESTAL (TYP.)
EXISTING TREES
TO REMAIN (TYP.)
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING TREES
TO REMAIN (TYP.)
EXISTING FIRE
HYDRANT
EXISTING 5'
SIDEWALK
EXISTING
STORM LINE
EXISTING SIDEWALK
CULVERT
EXISTING 1.5" WATER
METER AND CURB STOP
TO BE RELOCATED
EXISTING 6" FIRE
SERVICE
EXISTING 1.5" WATER
METER AND CURB STOP
TO BE RELOCATED
EXISTING 8"
WATER LINE
EXISTING 6"
SANITARY
SERVICE
/
/
/
/
/
/
/
///////////////////////////////////////////////
EXISTING
FENCE
//
///////////////////////////
//////////////////////////
EXISTING PARKING
STRIPING TO BE
REMOVED
EXISTING
FENCE
/////////////////////////////
/
/
////////////////////////////
//
/
/////////////////////////////////
////////
/
/
/
/
/
/
/
/
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///////////////////
EXISTING FIRE
HYDRANT
EXISTING 6"
SANITARY
SERVICE
/////////////////////////////////////////
EXISTING
LIGHT (TYP.)
EXISTING
ELECTRIC
LINE
EXISTING 6'
SIDEWALK
26' FL
-
F
L
////////////
±20 L.F. OF EXISTING CURB
AND GUTTER TO BE
REMOVED AND REPLACED
±17 L.F. OF EXISTING CURB
AND GUTTER TO BE
REMOVED AND REPLACED
//////////
EXISTING 26'
EMERGENCY ACCESS
EASEMENT TO BE
VACATED BY THIS
PLAT
EXISTING BUILDING
ENVELOPES/EASEMENT
EXCLUSION TO BE VACATED
BY THIS PLAT
EXISTING 8"
SANITARY SEWER
EXISTING TRASH
ENCLOSURE
EXISTING CURB
CUT
EXISTING DETENTION
POND 3 (BUCKING
HORSE)
EXISTING CURB
CUT
EXISTING BUILDING
ENVELOPES/EASEMENT
EXCLUSION TO BE VACATED
BY THIS PLAT
EXISTING 26' EMERGENCY
ACCESS EASEMENT TO BE
VACATED
EXISTING CURB
CUT
EXISTING CURB
CUT
EXISTING CURB
CUT
EXISTING TRASH
ENCLOSURE
EXISTING 24' EMERGENCY
ACCESS EASEMENT TO BE
VACATED BY THIS PLAT
±140 L.F. SAWCUT
EXISTING
SOFT PAN
±645 S.F. OF CONCRETE
TO BE REMOVED
///////////////
± 26 L.F. OF EXISTING
CURB AND GUTTER
TO BE REMOVED
±115 S.F. OF CONCRETE
TO BE REMOVED
±385 S.F. OF CONCRETE
TO BE REMOVED
±147 S.F. OF CONCRETE
TO BE REMOVED
±122 S.F. OF CONCRETE
TO BE REMOVED
±316 S.F. OF CONCRETE
TO BE REMOVED
EXISTING 25'
EMERGENCY ACCESS
EASEMENT TO BE
VACATED BY THIS PLAT
EXISTING 20' EMERGENCY
ACCESS EASEMENT TO BE
VACATED BY THIS PLAT
±141 S.F. OF CONCRETE
TO BE REMOVED
EXISTING 26'
EMERGENCY ACCESS
EASEMENT TO BE
VACATED BY THIS
PLAT
////////////
±20 L.F. OF EXISTING CURB
AND GUTTER TO BE
REMOVED AND REPLACED
EXISTING 26' EMERGENCY
ACCESS EASEMENT TO BE
VACATED BY THIS PLAT
± 100 S.F. OF
CONCRETE TO BE
REMOVED
RELOCATE EXISTING
LIGHT POLE
EXISTING VALVE
REMOVED
EX1
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
Sheet
BU
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03/05/25
KEYMAP
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509 SF
GARAGE1
168 SFSTORAGE2
131 SF
OFFICE3
28
29
UP
BLACKBIRD DRIVE
JE
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BLUE
Y
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WAY
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
SAWCUT
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
EXISTING OVERHEAD UTILITY OHE
Additional Survey Information:
Northern Engineering, Services
Project No. 687-002
Date: July 18, 2014
Washburn Land Surveying, Inc.Washburn Land Surveying, Inc.
WS Project No. 2012-003 WS Project No. 2020-004
Date: February 24, 2012 Date: July 14, 2020
Washburn Land Surveying, Inc.Washburn Land Surveying, Inc.
WS Project No. 2012-003 WS Project No. 2021-0060
Date: August 24, 2015 Date: March 4, 2022
Earth Engineering Consultants, Inc
Geotechnical Exploration Report
Bucking Horse Development - Southeast
Project No. 1122025C
Date: July 19, 2012
CONCRETE TO BE REMOVED
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL
REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH
UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE
PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS
ARBORIST LICENSE WHERE REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH
SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS,
NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE
SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE
PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT
OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT,
CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY
PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING
AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE
FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING
METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE
ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER
THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES
AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE
TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING
A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS
EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE
WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY.
10.REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES.
TREE PROTECTION NOTES:
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
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I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25
S
W F
S
S
W
SS
SS
SS
SS
SS
SS
W
F
S
W
S
W
E
E
E
E
E
E
E
E
E E E E E E
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
S
S
S
W
W
W
W
FD
C
R.T.U.
19
21
22
509 SF
GARAGE
1
168 SF
STORAGE
2
131 SF
OFFICE
3
28
29
UP
W
W
W
W
W
X
X
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
W
W
W
S
S
HYD
C
S
HYDS
C
C
E
E
E
E
G
GG
G
G
CT
V
CTV
CT
V
CT
V
W
W
W
SS
SS
SS
SS
E
E
E
E
E
E
E
E
E
E
E
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CT
V
CT
V
CT
V
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
CTV
CTV
CTV
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
F
3 CY
3 CY
tras
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rec
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c
DN
A
A
A
A
A
A
A
A
A
A
A
A
A
A
GRE
A
T
W
E
S
T
E
R
N
R
A
I
L
R
O
A
D
EXISTING BUILDING
EXISTING
BUILDING
EXISTING 4" SANITARY
SERVICE TO BE USED
EXISTING ELECTRIC /
TELEPHONE / CABLE
EXISTING
TRANSFORMER
EXISTING TELECOM
PEDESTAL (TYP.)
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING FIRE
HYDRANT
EXISTING 12"
STORM DRAIN
PROPOSED STAIRS
PROPOSED ACCESS
RAMPS
PROPOSED ACCESS
RAMP
PROPOSED ACCESS
RAMP
PROPOSED ACCESS
RAMPS
EXISTING VERTICAL
CURB AND GUTTER
6' S
I
D
E
W
A
L
K
7' S
I
D
E
W
A
L
K
7' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
EXISTING CURB
CUT
EXISTING CURB
CUT
EXISTING CURB
CUT
EXISTING CURB
CUT
PROPOSED CURB
CUT EXTENSIONEXISTING CURB
CUT AND
RIPRAP
RUNDOWN
EXI
S
T
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G
6
'
S
I
D
E
W
A
L
K
S
T
I
M
B
E
R
L
I
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E
R
O
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EXISTING
DETENTION POND
3 (BUCKING
HORSE)
EXISTING 18"
STORM DRAIN
24' EMERGENCY
ACCESS EASEMENT
PROPOSED
BUILDING 12
PROPOSED
BUILDING 11
FFE=24.67
FFE=24.66
W
F
S
W
I
G
W
G
E E
E
E
CTV
CTV
CTV
CTV
W
PROPOSED STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
EXISTING SOFT
PAN
STORM DRAIN LINE 9
SEE SHEET ST1
24' EMERGENCY
ACCESS
EASEMENT
EXISTING CURB
CUT
PROPOSED
ACCESS RAMP
PROPOSED
ACCESS RAMP
6' S
I
D
E
W
A
L
K
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
PROPOSED
RAMP
ST
ST
ST
ST
ST
ST
ST
ST
ST
1
9
.
7
0
C.O.
C.O.
CS
C.O.
C.O.
W
HYD
CS
HYD
IRR
CONTROL
W
CS
IRR
CONTROL
WV
IRR
CONTROL
E
W
D
W
D
C.O.
C.O.
ELEC
SS
SS
W
W
W
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FFE: 24.68
TF (6" ASSUMED ABOVE
FFE): 25.18
FFE: 24.61
TF (6" ASSUMED ABOVE FFE): 25.11
OG1
OV
E
R
A
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L
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R
A
D
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P
L
A
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6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
Sheet
BU
C
K
I
N
G
H
O
R
S
E
F
I
L
I
N
G
F
I
V
E
-
M
I
N
O
R
A
M
E
N
D
M
E
N
T
of 16
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
03/05/25
KEYMAP
S
T
I
M
B
E
R
L
I
N
E
R
O
A
D
19
21
22
509 SF
GARAGE1
168 SFSTORAGE2
131 SF
OFFICE3
28
29
UP
BLACKBIRD DRIVE
JE
S
S
U
P
D
R
I
V
E
BLUE
Y
O
N
D
E
R
WAY
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
6.ALL AREAS DEDICATED AS "EMERGENCY ACCESS EASEMENT" SHALL BE CAPABLE
OF SUPPORTING MINIMUM 80,000 LB LOAD.
7.ALL CHANNEL DRAINS SHALL BE NDS PRO SERIES CHANNEL DRAIN SYSTEM OR
APPROVED EQUAL.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
PROPOSED MINOR AMENDMENT
2
RE
C
O
R
D
D
R
A
W
I
N
G
SJ
T
10
/
2
9
/
2
5
REC
O
R
D
D
R
A
W
I
N
G
I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25
W
I
W
G
G
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
ST
ST ST ST ST ST
19.70
CS
HYDCS
HYD
IRR
CON
T
R
O
L
IRR
CON
T
R
O
L
WV
IRR
CON
T
R
O
L
EW
D
W
D
ELE
C
W
W
E
E
E
E
E
E/T/
C
E/T/
C
E/T/
C
E
XXXXXXXXXXXXXXXXXXXXXXX
X X X X X X X X X X X X X
X
X
AA
A AA A
A A
A
24.
5
6
24.
3
3
24.5424.26
23.84
24.10
24.20
24.1
2
24.20
21.38
24
.
0
4
21.4
5
24.00
23
.
3
0
24.2
6
24.00
23.75
23.29
22.10
(2
1
.
2
9
)
(21.02)
(20
.
2
5
)
(20.60)
(19.8
5
)
20.72
20.
7
9
24.4
7
24
.
4
7
2.
0
%
1.
5
%
17
.
0
%
6'
S
I
D
E
W
A
L
K
6'
S
I
D
E
W
A
L
K
24.67
FFE=24.66
FFE=24.67
21
.
2
6
3.
8
%
0.1%20.80
20.65 20.68
20.71
19.80 (19.73)
24
.
2
9
24.
3
5
0.
7
%
1.
0
%
20.42
20.
3
8
20.40
20.47
20.60
20.58
20
.
5
7
20.5
9
(0
.
9
%
)
1.7
%
1.7
%
(23.57)(23.42)
23.08
23.0
4
23.78 23.74
24.1
5
(23.55)
24
.
4
7
24.
4
7
0.5%0.8%23.16
23.
1
6
24.75(24.12)6' SIDEWALK
7' SIDEWALK 1.
5
%
1.
9
%
2.
0
%
2.
0
%
2.
0
%
2.
0
%
4.9%
17
.
4
%
16
.
7
%
8.3%
2.3%
2.0%
2.7%
6' SIDEWALK
6'
8'12'
EXISTING CURB CUT
AND RUNDOWNS
EXISTING BUILDING
(23
.
2
1
)
7.1%
11.8%
2.0%
(22
.
0
9
)
(20.34)
0.1%0.3%
2.
2
%
(0.5%)(0.5%)
(24.49)
(24.0
2
)
(23
.
9
8
)
(23
.
9
4
)
24.6
3
24.3724.06
23.90
2.1
%5.6%
2.
0
%
2.
0
%
6' SIDEWALK
2.2
%
1.6%
2.
1
%
1.0
%
2.
3
%
2.
0
%
EXISTING
BUILDING
2.0
%
JESSUP DRIVE
EXISTING CURB CUT
AND RUNDOWN
PROPOSED
ACCESS RAMP
(TYP.)
(1.0%)
(4
.
0
:
1
)
22
.
9
6
LP
(1
.
1
%
)
(1
.
1
%
)
PROPOSED
STORM DRAIN
EXISTING FENCES
6'
6'
24.2
2
24.
3
4
24.35
2.
0
%
2.
0
%
2.
0
%
1.
5
%
2.
0
%
23.96 23
.
8
4
23.7
6
24.
0
7
21.2723.89
5:
1
22
.
9
%
(2.1%)
(2.8
%
)
(1
.
4
%
)
(3
.
4
%
)
(1
.
6
%
)
5.
9
%
24.00
24
.
2
6
21
.
3
6
22.3
0
5 - 5.5" STEPS
22
.
3
1
24.5
6
22.4
222.38
2.0%
24.0
0
23.1
6
23.1
6
24.0
0
24.0
0
24.00
24.0
0
EXPOSE
FOUNDATION
23.9
8
24.1
0
24.2
0
GROUT PIPE END
INTO EXISTING
RETAINING WALL
2.
0
%
(1
.
6
%
)
(11.60)
9.
1
%
7.
1
%
9.
4
%
5.3%
11
.
1
%
4 - 6.5" STEPS
STORM DRAIN LINE 9
SEE SHEET ST1
23.22
23.8
4
23.84
23.96
EXTEND STEM WALL TO A MIN.
OF 8" ABOVE ADJACENT FINISH
GRADE (TYP. ALL LANDSCAPE
AREAS ON THIS SIDE OF BLDG)
23.70
23.
5
7
24.
3
5
24.6
5
24.1
5
24
.
5
7
24.67
24.5
7
24.07
23.5
7
24.
0
6
24.
1
8
23.
6
7
23.
9
9
23.87
21.28
20.54
23.22
23.6
7
19.92
(21
.
1
9
)
24.56
24.66
24.6
6
22.3
8
24.00
24.00
24.00
24.66
24.66
24.
5
6
24.56
24.5
6
24.66
24.5
6
24.3
5
24.15
24.65
24.3
4
24.50
24.66
24.56
24.5
6
24.1
6
23.5
7
24.0
7
23.89
21.3
8
23.7
0
24.20
24.10
23.67
23.4
9 23.7
4
24.5
6
24.1
0
24.20
24.10
23.34
23.7
6
(20.44)
21.05 21.4
8
(20.26)
21.5
7
7.8%2.9%
7.9%
24' EMERGENCY
ACCESS EASEMENT
7.6%
24.19
BUILDING 11
23.4
6
23.
5
0
6.
6
%
6 - 5" STEPS
24' EMERGENCY
ACCESS
EASEMENT
PROPOSED
ACCESS RAMP
6 - 5" STEPS
PROPOSED 24' X 16'
SCOURSTOP
20.47
20.64
20.64
20.52
20.56
(19
.
9
8
)
(19.75)
21.87
(20
.
0
2
)
(19
.
9
3
)
(19
.
9
5
)
2.
0
%
2.
0
%
1.
8
%
2.
0
%
(19.9
9
)
(20.1
5
)
(19
.
9
9
)
23.
6
5
23.60
2.
7
%
1.7
%
2.
0
%
1.1%
2.
3
%
0.
7
%
0.
6
%
1.
4
%
1.
3
%
(1
.
3
%
)
(2
.
2
%
)
23.66
23.8
6
22
.
2
6
7' SIDEWALK
2.
9
%
21.9
8
4.5
%
4.
2
%
23.78
24.0
7
1.
5
%
1.
5
%
9.
6
%
23.17
21
.
2
0
21.
2
4
21.
2
9
24.1
7
24.1
7
24.
6
7
24.
6
7
24.
6
6
21
.
3
3
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
23
.
6
3
24.00
23.83
23.9423.9
0
9.
7
%
7.
6
%
9.
6
%
2.2
%
2.3%
7.
4
%
19.92
49
2
4
.
0
8
AB
492
3
.
9
7
AB 492
3
.
8
4
AB
49
2
4
.
0
9
AB
49
2
4
.
2
3
AB49
2
4
.
2
4
AB
49
2
4
.
1
1
AB
49
2
4
.
0
6
AB
492
3
.
8
1
AB
4923.97
AB
49
2
4
.
0
7
AB
492
3
.
9
1
AB
49
2
3
.
9
3
AB
49
2
3
.
7
7
AB
49
2
4
.
0
4
AB
49
2
4
.
0
4
AB
492
4
.
5
1
AB
492
4
.
5
5
AB492
4
.
4
7
AB
49
2
4
.
4
8
AB49
2
4
.
4
7
AB
49
2
4
.
3
4
AB
4924
.
2
6
AB
492
4
.
4
0
AB
492
4
.
7
5
AB
492
4
.
3
7
AB
492
4
.
2
3
AB 492
4
.
4
0
AB
492
4
.
4
4
AB
492
4
.
2
8
AB
492
0
.
8
3
AB
492
0
.
6
4
AB49
2
0
.
5
9
AB
49
2
0
.
5
6
AB4920
.
6
0
AB
492
0
.
7
5
AB 492
0
.
7
7
AB
49
1
9
.
5
4
AB
49
1
9
.
4
5
AB
49
1
9
.
2
3
AB
491
9
.
2
8
AB4919.2
0
AB 491
9
.
2
6
AB
491
9
.
6
0
AB
491
9
.
7
2
AB
4921.24
AB
4923
.
7
0
AB
49
2
1
.
2
5
AB
49
2
0
.
9
0
AB
4922.18
AB
492
3
.
7
9
AB 492
3
.
3
6
AB
4923.72
AB
49
2
4
.
2
1
AB
49
2
4
.
3
2
AB
4924.52AB
4924.46AB
492
4
.
3
6
AB492
4
.
2
8
AB
49
2
4
.
0
2
AB
49
2
3
.
9
9
AB
492
4
.
0
5
AB4924
.
1
0
AB
492
3
.
7
1
AB
49
2
3
.
8
7
AB
4923.84
AB
492
3
.
6
8
AB
4923
.
5
0
AB 4923.48AB
49
2
3
.
0
6
AB
49
2
3
.
0
8
AB492
3
.
2
0
AB
4923.3
6
AB
49
2
3
.
4
3
AB49
2
3
.
7
1
AB49
2
3
.
8
3
AB
49
2
3
.
8
6
AB
492
4
.
3
3
AB
49
2
4
.
5
7
AB
4924
.
6
0
AB
492
4
.
3
4
AB
492
4
.
5
9
AB
49
2
4
.
2
1
AB
492
4
.
5
7
AB
492
3
.
8
0
AB49
2
3
.
7
9
AB
4921
.
3
5
AB
492
2
.
5
9
AB
492
4
.
1
0
AB
492
4
.
2
7
AB
4924.48
AB
4923.62
AB
4923
.
9
4
AB49
2
3
.
7
8
AB
49
2
3
.
1
3
AB
49
2
3
.
7
3
AB49
2
3
.
6
8
AB49
2
4
.
1
8
AB
492
4
.
3
8
AB49
2
4
.
3
8
AB
49
2
4
.
1
9
AB
492
3
.
3
9
AB
49
2
3
.
9
7
AB
492
3
.
1
8
AB
49
2
2
.
6
3
AB
492
3
.
8
8
AB
49
2
3
.
9
9
AB
492
3
.
4
5
AB
4923
.
3
7
AB
49
2
3
.
2
4
AB49
2
2
.
9
9
AB
49
2
2
.
9
1
AB
49
2
4
.
1
6
AB
492
4
.
2
5
AB
492
3
.
9
5
49
2
3
.
2
2
AB
49
2
3
.
4
5
AB49
2
3
.
4
8
AB
492
0
.
7
2
AB
492
1
.
3
2
AB
492
1
.
2
5
AB
492
0
.
6
4
AB
492
2
.
5
5
AB
49
2
2
.
2
6
AB
49
2
0
.
6
3
AB 492
0
.
6
3
AB
49
2
1
.
2
5
AB
4920.42
AB 4920.38
AB
492
0
.
6
5
AB
49
2
1
.
2
5
AB
49
1
9
.
3
7
AB 49
1
9
.
4
4
AB
491
9
.
3
9
AB
491
9
.
4
9
AB
49
2
1
.
3
5
AB
492
0
.
7
4
AB
4919.91
AB
49
2
0
.
3
2
AB492
1
.
7
1
AB
4921
.
6
6
AB
49
2
4
.
4
9
AB
4924.55AB
4924.5
7
AB
49
2
4
.
5
5
AB
49
2
2
.
1
4
AB
4921.53
AB
49
2
1
.
3
8
AB 4921
.
9
2
AB
49
2
1
.
0
6
AB
4921.02
AB
49
2
0
.
9
3
AB
49
2
0
.
7
8
AB
49
2
0
.
3
2
AB
492
0
.
2
5
AB
492
1
.
7
2
AB
492
0
.
3
4
AB
49
2
0
.
3
7
AB
492
3
.
9
7
AB
492
3
.
8
0
AB
49
2
4
.
0
0
AB
492
3
.
7
3
AB
492
3
.
7
7
AB
49
2
3
.
7
9
AB
1.2%0.6%1.1%
1.2%
0.4%
0.8%
492
3
.
5
4
AB
4923
.
2
6
AB
4923.21
AB
4923.44
AB
492
3
.
5
8
AB
4916.1
3
AB
49
2
2
.
9
5
AB
492
3
.
3
6
AB
4923
.
0
2
AB
492
2
.
8
5
AB
491
9
.
8
0
AB
0.3%
6.0
%
5.
1
%
4.8%
3.5%1.4%
2.0%
2.0%
3.1%
10.8%17.3%
2.0
%
2.
9
%
PROPOSED 5"
CHANNEL DRAIN
492
4
.
5
2
AB
49
2
3
.
7
7
AB
49
2
3
.
7
8
AB
492
4
.
0
8
AB
49
2
4
.
4
1
AB
492
3
.
8
2
AB
492
3
.
8
5
AB
49
2
4
.
5
4
AB
492
4
.
4
9
AB
492
4
.
1
5
AB
FFE: 24.68
TF (6" ASSUMED ABOVE
FFE): 25.18
FFE: 24.63
TF (6" ASSUMED ABOVE FFE): 25.11
6" PER BUILDING DESIGN
1.4%
11
.
4
%
6.2
%
8.3
%
6.
8
%
3.
7
%
6.8%
4.5%
G1
GR
A
D
I
N
G
P
L
A
N
7
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G
2
Sheet
BU
C
K
I
N
G
H
O
R
S
E
F
I
L
I
N
G
F
I
V
E
-
M
I
N
O
R
A
M
E
N
D
M
E
N
T
of 16
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
03/05/25
KEYMAP
S
T
I
M
B
E
R
L
I
N
E
R
O
A
D
19
21
22
509 SF
GARAGE1
168 SFSTORAGE2
131 SF
OFFICE3
28
29
UP
BLACKBIRD DRIVE
JE
S
S
U
P
D
R
I
V
E
BLUE
Y
O
N
D
E
R
WAY
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
6.ALL AREAS DEDICATED AS "EMERGENCY ACCESS EASEMENT" SHALL BE CAPABLE
OF SUPPORTING MINIMUM 80,000 LB LOAD.
7.ALL CHANNEL DRAINS SHALL BE NDS PRO SERIES CHANNEL DRAIN SYSTEM OR
APPROVED EQUAL.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
PROPOSED MINOR AMENDMENT
2
RE
C
O
R
D
D
R
A
W
I
N
G
SJ
T
10
/
2
9
/
2
5
REC
O
R
D
D
R
A
W
I
N
G
I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25
G
GST
ST
ST
ST
ST
ST
ST
ST ST
ST
ST
ST
CS
W
HYD
W
CS
IRR
CON
T
R
O
L
WV
IRR
CON
T
R
O
L
D
W
D
W
W
W
W
E
E
E
E
E
E
E/T/
C
E/T/
C
E/T/
C
XX
X
X
XXXXXX
UP
3 CY
3 CY
trash
recyc
DN
AA
A
A
A
AA
24.20
24.1
2
24.20
6'
S
I
D
E
W
A
L
K
24.67
24.67
21.76
FFE=24.67
FFE=24.67
21
.
2
6
20.65 20.68
20.71
20.70
20.68
19.80 (19.73)
(19.73)
20.2
0
(20.73)
21.45
(21.23)22.14
22.
6
1
24.
3
5
0.
7
%
1.
0
%
20.42
20.
3
8
20.40
20.47
1.7
%
1.7
%
(1
.
1
%
)
(1
.
3
%
)
(1
.
2
%
)
20.53
20.4
8 20.
4
7
20.5
0
22.3
2
21.8
4
2.5%
1.1%
23.
6
3
23
.
5
1
23
.
3
7
24.35
24.67
23.92
24
.
6
0
24.
6
7
24
.
5
9
(23.57)(23.42)
23.08
23.0
4
23.78 23.74
24.1
5
(23.55)
24
.
4
7
24.
4
7
0.5%0.8%23.16
23.
1
6
24.2
3
24.2
8
3.5
%
8.4%24.75(24.12)
1.
7
%
1.
8
%
1.
7
%
1.
5
%
1.
9
%
17
.
4
%
8.3%
2.0%
2.7%2.3
%
2.
0
%
4.5%
2.1%
2.1%
(1.4
%
)
12'
EXISTING CURB CUT
AND RUNDOWNS
0.3%
2.
0
%
6' SIDEWALK
2.0
%
EXISTING
BUILDING
JESSUP DRIVE
JE
S
S
U
P
D
R
I
V
E
PROPOSED
ACCESS RAMP
(TYP.)
PROPOSED
ACCESS RAMP
(TYP.)
21.23
2.1%
1.
4
%
3.6%
2.
8
%
(24
.
5
6
)
(24.3
3
)
(23.1
6
)
(2
3
.
8
1
)
(21.97)
(22.14)
(3.0:1
)
(3
.
0
:
1
)
(4
.
0
:
1
)
(2.2%)
(1.1%)
(1.0%)
(4
.
0
:
1
)
(3
.
9
:
1
)
(3
.
9
:
1
)
(1.
8
%
)
(2.6%
)
(1.
8
%
)
EXISTING DETENTION POND
3 (BUCKING HORSE)
EXISTING TRASH
ENCLOSURE
22
.
9
6
LP
10'
(1
.
1
%
)
(1
.
1
%
)
(1
.
1
%
)
(1
.
1
%
)
PROPOSED
STORM DRAIN
2.
0
%
23
.
8
4
23.7
6
24.
0
7
21.27
GROUT PIPE END
INTO EXISTING
RETAINING WALL
2.
0
%
(1
.
6
%
)
3.6
%
23.41
22
.
7
6
24.
4
7
23
.
2
2
23.73
24.
4
5
24.44
23.
6
8
24.2
8
24
.
5
4
24.88
(11.60)
23.08
9.
1
%
7.
1
%
9.
4
%
3 - 5" STEPS
1.5%1.3%
STORM DRAIN LINE 9
SEE SHEET ST1
23.22
23.8
4
23.84
23.96
EXTEND STEM WALL TO A MIN.
OF 8" ABOVE ADJACENT FINISH
GRADE (TYP. ALL LANDSCAPE
AREAS ON THIS SIDE OF BLDG)
23.70
23.
5
7
24.
3
5
24.6
5
24.1
5
24
.
5
7
24.67
24.5
7
24.07
23.5
7
24.
0
6
24.
1
8
23.
6
7
23.
9
9
23.87
21.28
20.54
20.67
21.12
(20.25)
21.62
21.9222.05
22.68
23.
2
0
24
.
5
7
24.
5
6
24
.
5
9
24
.
6
7
24.
6
7
23.22
23.6
7
23.7
6
23.9
9
23.32
24' EMERGENCY
ACCESS
EASEMENT
23.4
6
23.
5
0
6.
6
%
PROPOSED
ACCESS RAMP
(TYP.)
8.5%
5.8%
24' EMERGENCY
ACCESS EASEMENT
5.5
%
5.6%
6.4%23.2
0
24.6
7
22
.
8
4
6 - 5" STEPS
BUILDING 12
7.2%
PROPOSED
ACCESS RAMP
PROPOSED 24' X 16'
SCOURSTOP
20.52
20.56
20.5
9
20.57
20.49
(20.1
7
)
(20.3
9
)
(20.7
1
)
(20.34)
21.4
1
1.
8
%
2.
0
%
(19.9
9
)
(20.1
5
)
(19
.
9
9
)
1.
4
%
1.
3
%
1.
6
%
0.
9
%
1.
0
%
2.
0
%
2.
0
%
24.1
8
23
.
8
6
23.66
23.8
6
22
.
2
6
1.8%
26' EMERGENCY
ACCESS
EASEMENT
7' SIDEWALK
2.
9
%
DRAIN SWALE
THROUGH
HANDICAP RAMP
EXTEND STEM WALL TO A MIN.
OF 8" ABOVE ADJACENT FINISH
GRADE (TYP. ALL LANDSCAPE
AREAS ON THIS SIDE OF BLDG)
23.78
24.0
7
1.
5
%
1.
5
%
9.
6
%
23.17
PROPOSED 5" CHANNEL
DRAIN (SEE NOTE 7)
PROPOSED 5" CHANNEL
DRAIN (SEE NOTE 7)
24.4
5
24.3
7
1.5%
24.0
1
23
.
8
3
23.65
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
21
.
2
9
21
.
2
0
21.
2
4
21.
2
9
24.1
7
24.1
7
24.
6
7
24.
6
7
22.
8
8
24.
6
6
24.
6
3
24.
6
3
24.
6
4
21
.
3
3
21.23
2.2
%
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
23.9423.9
0
24.63
24
.
6
5
9.
7
%
5.
7
%
23
.
9
1
24.
6
7
7.
6
%
9.
6
%
2.2
%
3.
0
%
19.92
492
4
.
4
0
492
4
.
4
4
4921.24
AB
4923
.
7
0
AB
49
2
1
.
2
5
AB
49
2
0
.
9
0
AB
4922.18
AB
492
3
.
7
9
AB 492
3
.
3
6
AB
4923.72
AB
49
2
4
.
2
1
AB
49
2
4
.
3
2
AB
4924.52AB
4924.46AB
492
4
.
3
6
AB492
4
.
2
8
AB
49
2
4
.
0
2
AB
49
2
3
.
9
9
AB
492
4
.
0
5
AB4924
.
1
0
AB
492
3
.
7
1
AB
49
2
3
.
8
7
AB
4923.84
AB
492
3
.
6
8
AB
4923
.
5
0
AB 4923.48AB
49
2
3
.
0
6
AB
49
2
3
.
0
8
AB492
3
.
2
0
AB
4923.3
6
AB
49
2
3
.
4
3
AB 492
3
.
8
8
AB
49
2
3
.
9
9
AB
492
3
.
4
5
AB
4923
.
3
7
AB
49
2
3
.
2
4
AB49
2
2
.
9
9
AB
49
2
2
.
9
1
AB
49
2
4
.
1
6
AB
492
4
.
2
5
AB 49
2
4
.
5
3
AB
492
3
.
9
5
AB
49
2
4
.
0
5
AB
49
2
4
.
0
8
AB 492
4
.
0
9
AB
49
2
4
.
6
7
AB
49
2
4
.
3
7
AB
49
2
4
.
0
4
AB
49
2
4
.
3
8
AB
49
2
4
.
5
5
AB
49
2
3
.
9
2
AB
4923
.
8
3
AB
49
2
3
.
7
5
AB
49
2
3
.
6
9
AB
49
2
3
.
6
6
AB
49
2
3
.
8
3
AB
49
2
4
.
3
6
AB
492
4
.
3
6
AB
49
2
3
.
7
5
AB 49
2
3
.
7
5
AB 49
2
3
.
7
4
AB
4924.33AB
49
2
4
.
2
4
AB
49
2
3
.
6
6
AB
492
3
.
6
2
AB
4924.2
0
AB
49
2
4
.
2
5
AB
4924.3
3
AB
49
2
3
.
3
7
AB
492
3
.
9
7
AB
49
2
3
.
4
4
AB
492
3
.
4
2
AB
49
2
3
.
2
9
AB 49
2
3
.
3
4
AB
4923.31
AB
49
2
3
.
2
2
AB
49
2
0
.
6
3
AB 492
0
.
6
3
AB
49
2
1
.
2
5
AB
4920.42
AB 4920.38
AB
492
0
.
6
5
AB
49
2
1
.
2
5
AB
492
1
.
1
3
AB
492
0
.
5
4
AB
49
2
0
.
5
7
AB
492
1
.
1
3
AB
49
2
1
.
2
0
AB
49
2
0
.
6
6
AB
49
2
0
.
4
6
AB
49
2
0
.
4
5
AB
4920.45AB
4920.43
AB
492
0
.
6
3
AB
49
2
1
.
2
1
AB
49
2
1
.
1
6
AB
492
0
.
6
1
AB
49
2
1
.
1
8
AB
492
0
.
6
1
AB
49
1
9
.
4
1
AB
49
1
9
.
4
4
AB
491
9
.
7
3
AB491
9
.
8
9
AB
491
9
.
6
1
AB
49
1
9
.
3
7
AB 49
1
9
.
4
4
AB
491
9
.
3
9
AB
491
9
.
4
9
AB
49
2
0
.
3
0
AB
49
2
0
.
2
7
AB 492
0
.
4
7
AB
49
2
0
.
6
2
AB
492
0
.
8
1
AB
492
1
.
1
1
AB
492
1
.
1
6
AB
49
2
1
.
3
5
AB
4921.59
AB
492
2
.
1
6
AB
492
2
.
5
3
AB
49
2
2
.
2
7
AB
49
2
2
.
7
2
AB
49
2
3
.
1
1
AB
4923.11
AB
4923
.
2
5
AB
492
3
.
0
6
AB 49
2
2
.
3
8
AB
49
2
2
.
2
9
AB
492
1
.
9
9
AB49
2
4
.
3
3
AB
492
4
.
4
2
AB
492
2
.
6
7
AB
4921
.
7
9
AB
4921.69
AB
492
0
.
3
4
AB
49
2
0
.
3
7
AB
49
1
9
.
4
5
AB
49
1
9
.
9
1
AB
49
2
0
.
1
7
AB
492
1
.
0
3
AB
492
0
.
6
4
AB
492
0
.
6
0
AB
492
0
.
4
8
AB
492
0
.
3
4
AB
492
0
.
2
4
AB
1.2%0.6%1.1%
0.8%
492
3
.
5
4
AB
492
3
.
5
8
AB
4916.1
3
AB
491
9
.
8
0
AB
0.3%4.4%
1.3%
0.3%
3.0%
2.8
%
1.
6
%
1.
2
%
1.7%
2.0%
3.1%
10.8%17.3%
1.7%
2.0
%
2.
9
%
PROPOSED 5"
CHANNEL
DRAIN
PROPOSED 5"
CHANNEL DRAIN
492
4
.
5
2
AB
492
3
.
7
1
AB
49
2
3
.
9
0
AB
49
2
4
.
2
7
AB
49
2
4
.
1
4
AB49
2
4
.
2
8
AB
49
2
4
.
2
2
AB
49
2
3
.
7
7
AB
49
2
3
.
7
8
AB
492
4
.
0
8
AB
49
2
4
.
4
1
AB
492
3
.
8
2
AB
492
3
.
8
5
AB
49
2
4
.
5
4
AB
492
4
.
4
9
AB
492
4
.
1
5
AB
49
2
4
.
3
7
AB
49
2
4
.
7
1
AB
49
2
4
.
6
1
AB
49
2
4
.
2
5
AB
49
2
4
.
5
4
AB 49
2
4
.
5
9
AB
49
2
4
.
4
4
AB
49
2
4
.
8
1
AB 49
2
4
.
8
9
AB
49
2
4
.
6
9
AB 492
4
.
5
8
AB 492
4
.
5
6
AB550
8
6
492
4
.
6
1
1
ff
FFE: 24.63
TF (6" ASSUMED ABOVE FFE): 25.11
FFE: 24.61
TF (6" ASSUMED ABOVE FFE): 25.11
49
2
4
.
0
0
AB
6" PER BUILDING DESIGN
6" PER BUILDING DESIGN
5.9
%
9.
1
%
0.4%
1.2%1.4%1.4%
11
.
4
%
6.2
%
1.0%1.0%6.
9
%
4.
6
%
7.
6
%
7.
4
%
1.
2
%
8.3
%
6.
8
%
3.
7
%
24.36
G2
GR
A
D
I
N
G
P
L
A
N
8
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G
1
Sheet
BU
C
K
I
N
G
H
O
R
S
E
F
I
L
I
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G
F
I
V
E
-
M
I
N
O
R
A
M
E
N
D
M
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N
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of 16
FO
R
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C
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R
E
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E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
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I
X
|
F
O
R
T
W
O
R
T
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r
t
h
e
r
n
e
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n
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e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
03/05/25
KEYMAP
S
T
I
M
B
E
R
L
I
N
E
R
O
A
D
19
21
22
509 SF
GARAGE1
168 SFSTORAGE2
131 SF
OFFICE3
28
29
UP
BLACKBIRD DRIVE
JE
S
S
U
P
D
R
I
V
E
BLUE
Y
O
N
D
E
R
WAY
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
6.ALL AREAS DEDICATED AS "EMERGENCY ACCESS EASEMENT" SHALL BE CAPABLE
OF SUPPORTING MINIMUM 80,000 LB LOAD.
7.ALL CHANNEL DRAINS SHALL BE NDS PRO SERIES CHANNEL DRAIN SYSTEM OR
APPROVED EQUAL.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
PROPOSED MINOR AMENDMENT
2
RE
C
O
R
D
D
R
A
W
I
N
G
SJ
T
10
/
2
9
/
2
5
REC
O
R
D
D
R
A
W
I
N
G
I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25
1
1
UP
D
A
T
E
D
A
C
C
E
S
S
A
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SJ
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08
/
1
9
/
2
5
ST
ST
ST
ST
ST
ST
ST
ST
ST
1
9
.
7
0
C.O.
C.O.
CS
C.O.
C.O.
W
HYD
CS
HYD
IRR
CONTROL
W
CS
IRR
CONTROL
WV
IRR
CONTROL
E
W
D
W
D
C.O.
C.O.
ELEC
SS
SS
W
W
W
S
W F
S
S
W
SS
SS
SS
SS
SS
SSW
F
S
W
S
W
E
E
E
E
E
E
E
E
E E E E E E
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
S
S
S
W
W
W
W
FD
C
R.T.U.
19
21
22
509 SF
GARAGE
1
168 SF
STORAGE
2
131 SF
OFFICE
3
28
29
UP
W
W
W
W
W
X
X
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
W
W
W
S
S
HYD
C
S
HYDS
C
C
E
E
E
E
G
GG
G
G
CT
V
CTV
CT
V
CT
V
W
W
W
SS
SS
SS
SS
E
E
E
E
E
E
E
E
E
E
E
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CT
V
CT
V
CT
V
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
CTV
CTV
CTV
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
F
3 CY
3 CY
tras
h
recy
c
DN
A
A
A
A
A
A
A
A
A
A
A
A
A
A
EXISTING 8"
WATER LINE
EXISTING 6"
SANITARY
SERVICE
EXISTING ELECTRIC /
TELEPHONE / CABLE
EXISTING
TRANSFORMER
EXISTING
TRANSFORMER
EXISTING 2'
SIDEWALK CULVERT
EXISTING 6"
SANITARY
SERVICE
CONNECT TO
EXISTING
ELECTRIC AND
CABLE LINES
6' S
I
D
E
W
A
L
K
EXISTING
6' SIDEWALK
EXIST
I
N
G
S
O
F
T
T
R
A
I
L
26' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
6' S
I
D
E
W
A
L
K
EXISTING 15" RCP
GRE
A
T
W
E
S
T
E
R
N
R
A
I
L
R
O
A
D
EXISTING BUILDING
EXISTING
BUILDING
EXISTING 4" SANITARY
SERVICE
EXISTING ELECTRIC /
TELEPHONE / CABLE
EXISTING TELECOM
PEDESTAL (TYP.)
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
W
F
S
W
I
G
W
G
E E
E
E
CTV
CTV
CTV
CTV
W
RELOCATED 11
2"
WATER METER
EXISTING 6"
FIRE SERVICE
7' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
7' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
RELOCATE EXISTING
CURB STOP
N:18926.09
E:10528.27
PROPOSED
TYPE R INLET
PROPOSED 11
2"
WATER SERVICE
PROPOSED 4'
STORM MH
CONNECT TO
EXISTING SANITARY
SERVICE
PROPOSED
3
4" WATER
METER
PROPOSED 6"
SANITARY SERVICE
PROPOSED
BUILDING 11
PROPOSED
BUILDING 12
EXISTING
DETENTION POND 3
(BUCKING HORSE)
EXISTING 2'
SOFT PAN
PROPOSED 3
4" WATER SERVICE
INLET 9-2.6
INV.=4919.96
FG=4923.30
15.95 LF
12" HDPE
@ 0.50%
BEND 9-2.5
INV.=4919.89
FG=4923.96
11.43 LF
12" HDPE
@ 0.50%
BEND 9-2.4 w/ CO
INV.=4919.83
FG=4924.38
6.44 LF 12" HDPE @ 0.50%
9.37 LF 12" HDPE @ 1.00%
INLET 9-2.3-1
INV.=4919.89
FG=4923.67
TEE 9-2.2
INV.=4919.69
FG=4923.98
INLET 9-2.2-1
INV.=4919.79
FG=4923.49
21.10 LF 12" HDPE @ 0.50%
61.
9
0
L
F
1
2
"
H
D
P
E
@
0
.
5
0
%
TEE 9-2.1
INV.=4919.38
FG=4923.98
12.78 LF
12" HDPE
@ 1.00%
INLET 9-2.1-1
INV.=4919.51
FG=4923.34
31.0
8
L
F
12"
H
D
P
E
@ 0.
5
0
%
SANITARY SEWER
CLEANOUT
N:19197.28
E:10256.62
SANITARY SEWER
CLEANOUT
N:19236.62
E:10216.91
PROPOSED
ELECTRIC AND
CABLE LINES
CONNECT TO EXISTING
TRANSFORMER
(PENDING ELECTRIC
LOAD ANALYSIS)
EXISTING 11
2 "
WATER
SERVICE
PROPOSED 3
4" IRRIGATION
METER AND SERVICE
TEE 9-2.3
INV.=4919.80
FG=4924.16
EXTEND FIRE SERVICE
TO BUILDING
CONNECT TO
EXISTING WATER
SERVICE
24' EMERGENCY ACCESS
EASEMENT
24' EMERGENCY
ACCESS EASEMENT
PIPE END 2-2
INV.=4923.64
FG=4923.65
PIPE END 1-2
INV.=4923.58
FG=4923.58
PIPE END 2-1
FG=4923.60
PIPE END 1-1
FG=4923.54
9.00 LF 8" HDPE
@ 0.44%
9.01 LF
8" HDPE
@ 0.44%
25' EMERGENCY
ACCESS
EASEMENT
PROPOSED
TRANSFORMER
ELECTRIC METER
LOCATION
15.53 LF 12" HDPE @ 5.00%
INLET 9-2A
INV.=4921.26
FG=4923.66
ELECTRIC METER
LOCATION
11
2" x 3
4" REDUCER TO BE
INSTALLED AFTER CURB STOP
PROPOSED 5" CHANNEL DRAIN
(NDS PRO SERIES CHANNEL DRAIN
SYSTEM OR APPROVED EQUAL)
PROPOSED 5" CHANNEL DRAIN
(NDS PRO SERIES CHANNEL DRAIN
SYSTEM OR APPROVED EQUAL)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 12)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 12)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 12)
10.49 LF 12" HDPE @ 1.00%
AS-BUILT CURB STOP
N:18926.28
E:10528.84
AS-BUILT WATER METER
N:18929.18
E:10530.34
AS-BUILT
WATER RISER
N:18938.34
E:10532.90
AS-BUILT
CLEANOUT
N:18993.31
E:10467.31
AS-BUILT
CLEANOUT
N:18992.13
E:10466.28
AS-BUILT CURB STOP
N:19118.12
E:10322.96
AS-BUILT WATER METER
N:19124.65
E:10329.01
AS-BUILT
CLEANOUT
N:19194.03
E:10258.39
AS-BUILT CURB STOP
N:19268.45
E:10152.93
AS-BUILT WATER METER
N:19271.93
E:10156.98
AS-BUILT
CLEANOUT
N:19255.47
E:10221.82
AS-BUILT CLEANOUT
N:19253.84
E:10220.60
AS-BUILT
CLEANOUT
N:19235.96
E:10216.75
3
4" TYPE K COPPER
3
4" TYPE K COPPER
1.5" TYPE K COPPER
3
4" TYPE K COPPER
8" HDPE C900 FIRE LINE
EXTENSION TO RISER
4923.58
4921.37
30.5
4
L
F
@ 5.22%
4919.46
@ 0
.
5
2
%
13.78 LF
13.78 LF
@ 0.66%
4919.55
4923.26
61.
3
3
L
F
@ 0
.
5
9
%
4919.77
@ 0.53%
9.42 LF
4919.82
4923.22
@ 0.53%20.71 LF
4919.88
@ 3.32%
8.44 LF
4920.16
4923.45
@ 0.51%
7.87 LF
4919.92
10.19 LF
@ 1.57%
4920.08
15.71 LF
@ 0.50%
4920.16
4923.23
4922.85
4923.02
@ 1.54%
11.02 LF
4922.95
4923.37
10.85 LF
@ 3.99%
U1
UT
I
L
I
T
Y
P
L
A
N
9
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
Sheet
BU
C
K
I
N
G
H
O
R
S
E
F
I
L
I
N
G
F
I
V
E
-
M
I
N
O
R
A
M
E
N
D
M
E
N
T
of 16
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
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i
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e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
03/05/25
KEYMAP
S
T
I
M
B
E
R
L
I
N
E
R
O
A
D
19
21
22
509 SF
GARAGE1
168 SFSTORAGE2
131 SF
OFFICE3
28
29
UP
BLACKBIRD DRIVE
JE
S
S
U
P
D
R
I
V
E
BLUE
Y
O
N
D
E
R
WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARDS,
LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS SANITARY SEWER
DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5 FEET TO 5.5 FEET DEPTH FROM FINISHED GRADE
TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
12.CHANNEL DRAINS SHALL BE NDS PRO SERIES CHANNEL DRAIN SYSTEM OR
APPROVED EQUAL.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
A
PROPOSED MINOR AMENDMENT
1
RE
C
O
R
D
D
R
A
W
I
N
G
CT
P
08
.
1
9
.
2
0
2
5
2
RE
C
O
R
D
D
R
A
W
I
N
G
SJ
T
10
/
2
9
/
2
5
REC
O
R
D
D
R
A
W
I
N
G
I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25
ST ST ST ST
ST
ST
ST
ST
ST
CS
HYD
IRRCON
T
R
O
L
WV
IRRCON
T
R
O
L
D
W
D
C.O
.
SS
DS
DS
DS
DSDS
DS
DS
DS
DS
E
E
E
E
E
E/T
/
C
E/T
/
C
X
X
X
X
X
X
X
X
X
X
X
HYD
C
S
SS
E
E
E
E
E
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
E
CT
V
CTV
CTV
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W F
A
A
A
A
A
W I
INLET 9-4
STA 12+37.29
N: 19078.84
E: 10338.05
STMH 9-3
STA 11+83.42
N: 19118.08
E: 10301.15
HEADWALL 9-1
STA 10+00.00
N: 19248.38
E: 10430.24
53.87 LF 18" HDPE @ 0.50%
GROUT PIPE END
INTO EXISTING
RETAINING WALL
BUILDING
12
JE
S
S
U
P
D
R
I
V
E
EXISTING
8" WATER
EXISTING
SANITARY SEWER
EXISTING
SIDEWALK CHASE
EXISTING STORM
DRAIN
EXISTING
RETAINING WALL
EXISTING FENCES
EXISTING
CURB CUT
EXISTING
SOFT PAN
INLET 9-2
STA 11+37.50
N: 19150.70
E: 10333.46
137.50 LF 18" HDPE @ 2.00%
45.92 LF 18" HDPE @ 2.00%
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
9+5010+0011+0012+0012+50
IN
L
E
T
9
-
4
ST
A
1
2
+
3
7
.
2
9
FL
.
E
L
4
9
2
3
.
5
±
IN
V
.
O
U
T
4
9
1
9
.
9
2
(
N
W
)
53.87 LF
18" HDPE
@ 0.50%
ST
M
H
9
-
3
ST
A
1
1
+
8
3
.
4
2
RI
M
4
9
2
3
.
4
±
IN
V
.
I
N
4
9
1
9
.
6
5
(
S
E
)
IN
V
.
O
U
T
4
9
1
9
.
6
5
(
N
E
)
45.92 LF
18" HDPE
@ 2.00%
137.50 LF 18" HDPE @ 2.00%
HE
A
D
W
A
L
L
9
-
1
ST
A
1
0
+
0
0
.
0
0
IN
V
.
4
9
1
5
.
9
8
(
S
W
)
PROPOSED
GROUND
EXISTING
GROUND
100-YR
HGL
IN
L
E
T
9
-
2
ST
A
1
1
+
3
7
.
5
0
IN
V
.
4
9
1
8
.
7
3
(
S
W
)
IN
V
.
4
9
1
9
.
2
3
(
N
W
)
IN
V
.
4
9
2
0
.
4
8
(
S
E
)
IN
V
.
4
9
1
8
.
7
3
(
N
E
)
ST1
PL
A
N
&
P
R
O
F
I
L
E
ST
O
R
M
D
R
A
I
N
9
10
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
STORM DRAIN 9
PROFILE SCALE:
Sheet
BU
C
K
I
N
G
H
O
R
S
E
F
I
L
I
N
G
F
I
V
E
-
M
I
N
O
R
A
M
E
N
D
M
E
N
T
of 16
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
03/05/25
KEYMAP
S
T
I
M
B
E
R
L
I
N
E
R
O
A
D
19
21
22
509 SF
GARAGE1
168 SFSTORAGE2
131 SF
OFFICE3
28
29
UP
BLACKBIRD DRIVE
JE
S
S
U
P
D
R
I
V
E
BLUE
Y
O
N
D
E
R
WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
PROPOSED MINOR AMENDMENT
INLET SCHEDULE
Inlet/Basin ID Inlet Size
Grate
Type
9-2 Nyloplast 18" Drain Basin 1899CGD
9-2A Nyloplast 12" Standard 1299CGD
9-2.1-1 Nyloplast 12" Standard 1299CGD
9-2.2-1 Nyloplast 12" Standard 1299CGD
9-2.3-1 Nyloplast 12" Standard 1299CGD
9-2.6 Nyloplast 12" Standard 1299CGD
9-4 5' - Type R Per Detail
STORM 9
2
RE
C
O
R
D
D
R
A
W
I
N
G
SJ
T
10
/
2
9
/
2
5
REC
O
R
D
D
R
A
W
I
N
G
I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25
56.15 LF
49
2
2
.
9
9
±
49
2
0
.
0
6
(
S
W
)
@ 0.73%
138.94 LF @ 1.99%
49
2
3
.
5
4
49
1
9
.
6
5
(
S
E
)
49
1
9
.
5
5
(
N
E
)
RI
M
:
4
9
2
3
.
5
5
49
1
8
.
9
4
(
S
W
)
49
1
9
.
3
0
(
N
W
)
49
2
0
.
6
5
(
S
E
)
49
1
8
.
9
0
(
N
E
)
49
1
6
.
1
4
(
S
W
)
43.76 LF @ 1.39%
56.15 LF
@ 0.73%138.94 LF @ 1.99%
43.76 LF
@ 1.39%
F
S
W
I
W
G
W
W
SS
SS
SS
SS
SSSSSS
W W W W
W
W
W
W F
IR
F
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SSW
F
W
W
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
W
W
W
W
W
FD
C
FDC
FDC
FW
R.T.U.
19
21
22
509 SF
GARAGE
1
168 SF
STORAGE
2
131 SF
OFFICE
3
28
29
UP
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
X
X
X
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W
UP
WF
3 CY
3 CY
tras
h
recy
c
DN
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A1.2
A5
A3
A4
A2
A6
A1.1
POND 3
STORM DRAIN 9
SEE SHEET ST1
EXISTING CURB CUT
EXISTING CURB CUT
EXISTING CURB CUT
EXISTING CURB CUT
A4
A1.2
A1.2
A1.2
A1.2
A1.1
A5
A6
A3
A2
A
A
DR1
DR
A
I
N
A
G
E
E
X
H
I
B
I
T
16
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
LEGEND:
PROPERTY BOUNDARY
DESIGN POINT
PROPOSED STORM SEWER
EXISTING STORM INLET
PROPOSED CURB & GUTTER
1.REFER TO "DRAINAGE MEMO FOR BUCKING HORSE FILING FIVE - MINOR AMENDMENT
DATED FEBRUARY 25, 2025" FOR ADDITIONAL INFORMATION
EXISTING STORM MANHOLE D
A2
a3
(4:1)
PROPOSED MAJOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SLOPE (RISE:RUN)4:1
DRAINAGE BASIN MINOR/MAJOR COEFF.
DRAINAGE BASIN ID
EXISTING SLOPE (RISE:RUN)
EXISTING CONCENTRATED FLOW
PROPOSED CONCENTRATED FLOW
PROPOSED OVERLAND FLOW
NOTES:
STEXISTING STORM SEWER
Sheet
BU
C
K
I
N
G
H
O
R
S
E
F
I
L
I
N
G
F
I
V
E
-
M
I
N
O
R
A
M
E
N
D
M
E
N
T
of 16
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
03/05/25
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C10 C100 2-yr Tc
(min)
10-yr Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q10
(cfs)
Q100
(cfs)
A1.1 A1.1 1.77 0.60 0.60 0.75 6.8 6.8 5.0 2.8 4.7 13.2
A1.2 A1.2 4.01 0.53 0.53 0.66 13.8 13.8 12.1 4.1 7.1 19.0
A2 A2 0.92 0.26 0.26 0.32 5.0 5.0 5.0 0.7 1.2 3.0
A3 A3 1.70 0.26 0.26 0.32 8.0 8.0 7.5 1.1 1.8 4.8
A4 A4 1.14 0.80 0.80 1.00 5.0 5.0 5.0 2.6 4.4 11.3
A5 A5 1.44 0.72 0.72 0.90 12.8 12.8 7.2 2.1 3.6 11.5
A6 A6 1.19 0.72 0.72 0.90 7.3 7.3 5.0 2.2 3.7 10.6
DETENTION POND SUMMARY
SWALE SECTIONS
SWALE SUMMARY TABLE
Note: Basins A2, A3, A5, and A6 are not being modified with the current project. Values shown are from the previously approved drainage report
Note: Pond volumes shown are per the previously approved drainage report and are shown for
reference only. No ponds have been modified with the current project.
Note: Swales shown are per the previously approved drainage report and are shown for reference
only. No swales have been modified with the current project.
2
RE
C
O
R
D
D
R
A
W
I
N
G
SJ
T
10
/
2
9
/
2
5
REC
O
R
D
D
R
A
W
I
N
G
I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25