HomeMy WebLinkAboutGATEWAY AT PROSPECT - BDR200010 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)PROSPECT ROADINTERSTATE - 25HWY 14 / E. MULBERRY ST
JUNE 2020
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:
VICINITY MAP
NORTH
PROJECT DATUM: NAVD88
PROJECT BENCHMARKS:
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01
LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE
WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO
WELCOME CENTER, ON A CONCRETE HEADWALL TO AN IRRIGATION PIPE.
ELEVATION: 4904.41
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01
LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE
WEST END OF THE PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF
HIGHWAY BRASS CAP.
ELEVATION: 4934.13
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).
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS) IS REQUIRED FOR
ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 = NAVD88 - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION
15 AS BEARING SOUTH 89°59'09" WEST (ASSUMED BEARING).
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
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
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Stephanie Thomas, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
CONTACT INFORMATION
PROJECT TEAM:
SHEET INDEX
E N G I N E E R N GI
EHTRON R N
PUBLIC IMPROVEMENT PLANS FOR
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services 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
GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840
ELECTRIC--------City of Fort Collins Light & Power--Luke Unruh (970) 416-2724
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------East Larimer County Water District-Randy Siddens (970) 493-2044
WASTEWATER--Boxelder Sanitation District-----------Brian Zick (970) 498-0604
STORMWATER-City of Fort Collins Utilities-----------Dan Mogen (970) 305-5989
LANDSCAPE ARCHITECT
GEOTECHNICAL ENGINEER
GATEWAY AT PROSPECT
Aaron Olson
444 Mountain Avenue
Berthoud, CO 80513
(970)-532-5891
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R N GI
EHTRON R N
Earth Engineering Consultants
4396 Greenfield Drive
Windsor, CO 80550
(970)545-3908
Project #: 1152086
Earth Engineering Consultants, Inc.
Preliminary Subsurface Exploration Program Report
Interstate Land Parcel Prospect Road and I-25
Fort Collins, Colorado
EEC Project No. 1002156
Date: August 28, 2000
SUBSURFACE EXPLORATION BY:
Fort Collins / I-25 Interchange, LLC
Tim Mckenna
2 North Cascade Avenue
Suite 1490
Colorado Springs, CO 80903
(719)-540-5800
TRAFFIC ENGINEER
Delich Associates
2272 Glen Haven Drive
Loveland, CO 80538-4903
(970) 669-2061
Project #: 1501
COVER SHEETS
01 CS1 COVER SHEET
02-03 CS2-CS3 GENERAL & CONSTRUCTION NOTES
04-05 EX1-EX2 EXISTING CONDITIONS & DEMOLITION PLAN
UTILITY SHEETS
06-07 OU1-OU2 OVERALL UTILITY PLAN
GRADING SHEETS
08 OG1 OVERALL GRADING PLAN
09-13 G1-G5 GRADING PLAN
STREET SHEETS
14-15 R1-R2 STREET B - PLAN & PROFILE
16-17 R3-R4 STREET D - PLAN & PROFILE
18-19 R5-R6 STREET E - PLAN & PROFILE
EROSION & DRAINAGE SHEETS
20 EC1 ERIOSION CONTROL PLAN
21 EC2 ERIOSION CONTROL DETAILS
22 DR1 DRAINAGE EXHIBIT
AYRES ROUNDABOUT & FRONTAGE ROAD DESIGN
23 TS01 FRONTAGE ROAD - TYPICAL SECTIONS
24-26 PD01-PD03 FRONTAGE ROAD - PLAN DETAILS
27-30 PP01-PP04 FRONTAGE ROAD - PLAN & PROFILE
31 PP05 STREET E (CONTINUATION) - PLAN & PROFILE
32-33 PP06-PP07 ROUNDABOUT MEDIAN - PLAN & PROFILE
34-38 PP08-PP12 ROUNDABOUT EOP CURB RETURN - PLAN & PROFILE
39-44 XS01-XS06 FRONTAGE ROAD - CROSS SECTIONS
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
King Surveyors
650 E. Garden Drive
Windsor, CO 80550
(970) 686-5011
Project #: 2013484
CITY OF GREELEY
The City's acceptance shall not relieve the design engineer's
responsibility for errors, omissions, or design deficiencies for which
the City is held harmless.
SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 44
CS1 COVER SHEET01
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
LAKE CANAL
CACHE LA POUDRE INLET CANAL
Earth Engineering Consultants, Inc.
Subsurface Exploration Report - Prospect Road and Interstate I-25
Evaluation of Groundwater/Subsurface Conditions and Installation
of 4 Piezometers
Fort Collins, Colorado
EEC Project No. 1152086
Date: September 23, 2015
PROJECT
LOCATION
Is there a reason this does not
match the Subdivision Plat.
Does not match the required
format. See written comments.
6/30/2020
These do not match the
titles on these sheets.
SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 44
CS2 GENERAL & CONSTRUCTION NOTES02
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
A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and
specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations.
Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive
standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated
otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City
of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by
the City of Fort Collins prior to commencement of any work shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City
of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval
of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such
responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City
of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from
any errors and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins
standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It
shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of
the work before commencing new construction. The Developer shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days
prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities
(i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also
to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing
utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate
utility company for any utility crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall
coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior
to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure
that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be
responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility
companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies
the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion
of the water utility provider, a pre-construction meeting may be required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general,
storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and
approved by the Water Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install
utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact
Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and
the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered
engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.
For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to
the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of
groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such
damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater,
and/or storm drainage facilities in the development.
19.All recommendations of the Drainage Report for Gateway at Prospect dated 06/08/2020. by Northern Engineering
Services, Inc., shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control
measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized
with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street
system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom
sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or
Development Construction Permit is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement
of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of
Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth
disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available
after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's
absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals
an improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all
utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement
design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible
for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement
thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed
Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to
placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort
Collins Engineer approves the final report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade
and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector.
The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved
plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before
installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of
road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage
work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for
building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to
for additional criteria for roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction
criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site
inspection for any tree removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring,
traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate
Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction
activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control
devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City
of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor,
however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment
to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related
to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and
striping related to directing traffic access to and from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins
Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer
County.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended
improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted
otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown,
contact the Designer for clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate
standards and specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the
plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction
site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall
submit record drawings to the City of Fort Collins Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2)
for the project as well as the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
PROJECT BENCHMARKS:
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01
LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE WEST FRONTAGE
ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO WELCOME CENTER, ON A CONCRETE
HEADWALL TO AN IRRIGATION PIPE.
ELEVATION: 4904.41
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01
LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE
PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF HIGHWAY BRASS CAP.
ELEVATION: 4934.13
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).
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS) IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED:
NGVD29 = NAVD88 - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 15 AS BEARING SOUTH
89°59'09" WEST (ASSUMED BEARING).
41.All stationing is based on centerline of roadways unless otherwise noted.
42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks,
curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this
project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans,
prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any
cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished
patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine.
In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be
required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City
of Fort Collins Inspector at the time the cuts are made.
44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which
existed before construction, or to the grades and condition as required by these plans.
45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free
from material and workmanship defects for a minimum period of two years from the date of acceptance.
47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including
storm drainage structures and pipes, for the following private streets: N.A.
48.Approved Variances are listed as follows:
·N.A.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling,
stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the
construction sequence as indicated in the approved project schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including
keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible
for installing and maintaining all erosion control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing
vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical
period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept
in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion
control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing
activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch,
landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or
reconstructed as necessary in order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the
erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal
of all sediment and debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets,
sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and
location so as not to cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by
surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded
and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon
completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the
discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to
discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The
developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of
pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to
contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion
of construction activities the concrete washout material will be removed and properly disposed of prior to the area being
restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer
shall implement whatever measures are determined necessary, as directed by the City.
16.See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information.
17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to
personal vehicles and existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or
roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas, and/or
building sites.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street
Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort
Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a
depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches
from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement
to a distance where a clean construction joint can be made.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material
shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay.
Valve box adjusting rings are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and
patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend
smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort
Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the
new asphalt overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including
Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior
to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely
removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the
subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite
section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled
with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000
lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3
m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by
the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be
preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing
and Marking Construction Notes listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be epoxy paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting
alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior
to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty
period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of
Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or
the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for
new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for
additional detail.
D. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Drainage Report for Gateway at Prospect dated 06/08/2020 by Northern Engineering Services,
Inc., shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered
engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units.
For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to
the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
E. BOXELDER GENERAL NOTES
1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities
prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to
commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the
owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make
repairs. The cost of repairs shall be the responsibility of the Contractor.
2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet
detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to
the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence,
ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no
more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the
drawings of record in a three (3) ring binder.
3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and
private property through which the work is done.
4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath
Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply
with any and all requirements and regulations as set forth by City, County, State and Federal agencies having
applicable authority.
5.Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified
48 hours in advance of starting construction or testing to allow for scheduling.
6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is
responsible for obtaining all road permits which may be required.
7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and
installed shall also be accurately documented on the Drawings of Record.
9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on
the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and
larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10.Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line
installation.
11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and
compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth
below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event
that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used
for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in
such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe
before other than hand compaction equipment is to be used. Note maximum trench width detail.
12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling
of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of
optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted.
Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and
locations in accordance with the requirements of the applicable authority or as required in project specific
specifications.
13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any
other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement
will be made in accordance with the requirements of the appropriate governing authority. Private property will be
returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the
drawings.
15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all
times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have
the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set forth in
17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and
Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils
compaction in the area of sewer main construction shall be provided to the District.
18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,
preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance
procedure.
19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of
two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any
defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a
field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the
lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder
Sanitation District.
20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be
provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced
prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete
digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of
all sewer system improvements shall also be submitted with the Drawings of Record.
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Is there a reason this does not
match the Subdivision Plat.
Does not match the required
format. See written comments.
6/30/2020
12" W 12" W 12" W 12" W
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TRACT A
TRACT B
OWNER:
NORMANDIN
KIM WOWNER:
JORDAN
DAVID W
OWNER:
SILVERTIP
REALTY LLC
OWNER: HIXON
TIMOTHY R
OWNER: 913
SMITHFIELD
LLC
OWNER: R W
PROPERTIES
OWNER:
AMERIGAS
PROPANE LP
OWNER:
SCHNORR
GARY L TRUST
OWNER: CT
ENTERPRISES
LLC
OWNER: 901
HOLDING
COMPANY LLP
OWNER: DAKA
PROPERTIES LLC
OWNER: FORNEY
INDUSTRIES INC
OWNER: 3824
CANAL LLC
OWNER: 3800
CANAL DR LLC
OWNER: AMERICAN
BUILDERS AND
CONTRACTORS
OWNER: CANAL
HOLDINGS LLC
OWNER: BALLA
INVESTMENTS LLC
OWNER: RASS
HOLDINGS LLC
OWNER: RASS
HOLDINGS LLC
OWNER:DEAN
ANDREW G
OWNER: BALDWIN
THOMAS
R/JANELLE R
OWNER: CROISSANT
PETER A
OWNER: SLATE
ROBERT STEPHEN
OWNER: SHEAFORSHERYLOWNER: BEITZMAYNARDL/CALISTA KL
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TRACT D
OWNER: SLATE
ROBERT STEPHEN
OWNER: MARTINEZ
RONALD A/LINDA
M/SHANE M
OWNER: GONZALES
THOMAS
M/CAROLINA G
OWNER: KOVAR
KENNETH L/LINDA L
OWNER: TECHNICAL
MOLDED PRODUCTS INC.
OWNER: ABRAMS
LOUIS BROWN
REVOCABLE
OWNER:
STOCKTON LLC
OWNER: US
MOBILE MODULAR
OWNER: US
MODULAR
SALES CO
OWNER:
AMERIGAS
PROPANE LPCANAL DR
IVE
SMITHFIELD DRIVESTOCKTON AVENUEEAST LOCUST
STREET
PLEASANT
ACRES DRIVE
40' WATERLINE EASEMENT
REC. NO. 20060044720
50' RIGHT OF WAY FOR
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGE 10
20' EASEMENT FOR THE
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGES 19
20' SANITARY
SE WER EASEMENT
REC. NO. 87032253LIN
50' RIGHT OF WAY FORCACHE LA POUDRE RESERVOIRBOOK 1338, PAGE 1040' W
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20' WATERLINE EASEMENT
REC. NO. 97004214
20' SANITARY
SEWER EASEMENT
REC. NO. 87032253
20' S
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EXISTING OVERHEAD
UTILITIES
EXISTING 18" RCP
STORM DRAIN
PROPOSED
NON-POTABLE
WATER LINE
EXISTING CITY
OF GREELEY
WATER LINE
TIE NON-POTABLE
LINE TO IRRIGATION
PUMP/RETENTION POND
(SEE PLANS BY OTHERS)
WEST QUARTER CORNER
SECTION 16, T.7N., R.68W.
PARCEL OF LAND
AS DESCRIBED IN
BOOK 1338, PAGE 10
PARCEL OF LAND
AS DESCRIBED IN
BOOK 1338, PAGE 10
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
ACCESS EASEMENT
REC. NO. 97075689
WATER & SANITARY
SEWER EASEMENT
BOOK 2285, PAGE 1162
NORTH
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 44
OU1 OVERALL UTILITY PLAN06
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
KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25OU1
OU2
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 ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
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 COVER FROM 4.5' (MIN.) - 6' (MAX.) 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.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
12.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
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
MATCHLINE - SEE SHEET OU2
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
6/30/2020
Line Over Text
Please check this
reception number.
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GAS
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CONTROL
IRR
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IRR
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ELCO WATERLINE
TRACT E
TRACT F TRACT CTRACT G
TRACT D
TRACT B
TRACT COWNER:
ANDERSON
KENNTH E &
JULIE ANN
OWNER:
DEADMOND
LARRY L &
NANCY K
OWNER:
CULBERT SON
DAVID M
OWNER: SEA
STAR LIMITED
PARTNERSHIP
OWNER:
DESELMS
ROBERT A &
K DENISE
OWNER: 1303
FRONTAGE
HOLDINGS LLC
OWNER: GLANZ
THOMAS J/LAURA P
BOXELDER
ESTATES 2ND
OWNER:
MOODY
MARILYN
JOANNE
OWNER:
WHITE
WESLEY R
ANGELA M
OWNER:
BADE
CARLA M
OWNER:
K AND M
COMPANY
OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
PROPOSE 20'
WATERLINE
EASEMENT
BOXELDER CREEK
BOXELDER CREEKLOT 16
PROSPECT IMPROVEMENTS
SHOWN. SEE PLANS BY OTHERS
FOR PROSPECT WIDENING.
PROSPECT ROAD FRONTAGE ROADSTREET BSTREET D
S
T
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E
T
E
FRONTAGE ROAD
SW
FRONTAGE
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76' R.O.W.
9' UTILITY
EASEMENT (TYP.)
66' R.O.W
9' UTILITY
EASEMENT (TYP.)
66' R.O.W
9' UTILITY
EASEMENT (TYP.)
9' UTILITY
EASEMENT (TYP.)
80' R.O.W
FUTURE
72' R.O.W
FUTURE 9' UTILITY
EASEMENT (TYP.)
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20' SANITARY SEWER EASEMENT TOBOXELDER SANITATION DISTRICTBOOK 1299 PAGE 20530'
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15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 20510' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847315' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847320' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
15' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160018473
13' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
20'
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TIE TO EXISTING BOXELDER
SANITARY SEWER
PROPOSED 27" PVC
SANITARY SEWER
PROPOSED 12" PVC
WATER LINE
PROPOSED 27" PVC
SANITARY SEWER
PROPOSED 12" PVC
WATER LINE
TIE TO EXISTING
ELCO WATERLINE
PROPOSED 12" PVC
WATER LINE
PROPOSED FIRE
HYDRANT
TEMPORARY
FIRE HYDRANT
TEMPORARY
FIRE HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
TEMPORARY
FIRE HYDRANT
APPROXIMATE LOCATION
EXISTING WATERLINE
(CITY OF GREELEY)
EXISTING 24" RPM SANITARY SEWER
(BOXELDER SANITATION)
EXISTING 27" RPM SANITARY SEWER
(BOXELDER SANITATION)
EXISTING 27" RPM SANITARY SEWER
(BOXELDER SANITATION)
PROPOSED FIRE
HYDRANT
PROPOSED 12" PVC
WATER LINE
EXISTING 10"
SANITARY SEWER
PROPOSED
STORM DRAIN
OUTFALL
PROPOSED
STORM DRAIN
PROPOSED
SUBDRAIN
PROPOSED
STORM DRAIN
OUTFALL
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
OUTFALL
FUTURE
STORM DRAIN
FUTURE
STORM
DRAIN
FUTURE
STORM
DRAIN
PROPOSED
STORM DRAIN
OUTFALL
PROPOSED
SUBDRAIN
PROPOSED
12" WATER LINE
BOXELDER
CREEK
PROPOSED
NON-POTABLE
WATER LINE
PROPOSED
STORM DRAIN
OUTFALL
SOUTH QUARTER CORNER
SECTION 16, T.7N., R.68W.
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
EXISTING 12"
ELCO WATERLINE
PROPOSED
STORM DRAIN
PROPOSED
DRAINAGE
EASEMENT
CDOT ROW
CDOT ROW
PROPOSED
DRAINAGE AND
UTILITY EASEMENT
TIE TO EXISTING 12"
ELCO WATERLINE
PROPOSED DRAINAGE
AND UTILITY EASEMENT
PROPOSED
8" SANITARY
SEWER
PROPOSED
DRAINAGE
EASEMENT
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE (NHBZ)
PROPOSED
SUBDRAIN
BRIDGE OR BOX
CULVERT
DESIGN BY OTHERS
TIE TO EXISTING 27" SANITARY
SEWER. ABANDON SEWER NORTH
OF PROPOSED MANHOLE
TIE TO EXISTING 27" SANITARY
SEWER. ABANDON SEWER SOUTH
OF PROPOSED MANHOLE
NORTH
( IN FEET )
1 inch = ft.
Feet0100100
100
200 300
SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 44
OU2 OVERALL UTILITY PLAN07
KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25OU1
OU2
MATCHLINE - SEE SHEET OU1
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 ELCO WATER DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
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 COVER FROM 4.5' (MIN.) - 6' (MAX.) 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.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
12.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
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
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
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
Line Over Text
6/30/2020
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GASTESTSTA TESTSTAX X X X
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TRACT E
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66' R.O.W
9' UTILITY
EASEMENT (TYP.)
76' R.O.W
9' UTILITY
EASEMENT (TYP.)
TRACT G
TRACT D
TRACT COWNER:
ANDERSON
KENNTH E &
JULIE ANN
OWNER:
DEADMOND
LARRY L &
NANCY K
OWNER: CULBERTSON DAVID MOWNER: SEA
STAR LIMITED
PARTNERSHIP
OWNER:
DESELMS
ROBERT A &
K DENISE
OWNER: 1303
FRONTAGE
HOLDINGS LLC
OWNER: GLANZ
THOMAS J/LAURA P
BOXELDER
ESTATES 2ND
OWNER:
MOODY
MARILYN
JOANNE
OWNER:
WHITE
WESLEY R
ANGELA M
OWNER: BADECARLA MOWNER:
K AND M
COMPANY
OWNER:
BOARD OF GOVERNORS
CSU SYSTEM
OWNER:
NORMANDIN
KIM W
OWNER:
JORDAN
DAVID W
OWNER:
SILVERTIP
REALTY LLC
OWNER: SOUKUP
REED M/CATHARINE K OWNER: COOPERSLEWOPENSPACE ASSNOWNER: 3445KENWOOD DR LLCOWNER: SMITHMACKENZIE ROWNER: SULLIVANSHERI SUEOWNER: BACADAVID/LUCIE IOWNER: GRIEGOPATRICIA J TRUSTOWNER: SECORRAYMOND D/ANN DOWNER:RAINSBERGERNICHOLAS JKENWOOD DRGREENBRIAR DRBOXELDER DROWNER: ROGERSROY D/SHARON SOWNER: OAKESFAMILY TRUSTOWNER: NEWTONGERRITT BOWNER: MCNEAL
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OWNER: GEILENKIRCHEN
GLEN J OWNER: WERTHGAIL ROWNER: LUNDEERIK/LUCILEOWNER: PIOTROWSKIPETER MARKSURREY LN
PROSPECT IMPROVEMENTS
SHOWN. SEE PLANS BY OTHERS
FOR PROSPECT WIDENINGOWNER:DAVIDSON REEDOWNER: MOWERY
DEVELOPMENT
LLC FRONTAGE ROADBOXELDER CREEKBOXELDER CREEK
100-YEAR
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CHANNEL
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POND E
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POND C
POND D
INTERIM
POND B
OWNER: 1303
FRONTAGE
HOLDINGS LLCOWNER: 1303FRONTAGEHOLDINGS LLCTEMPORARY
SWALE
EXISTING BOX
CULVERTS
EXISTING BOX
CULVERTS
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
BRIDGE OR BOX
CULVERT
DESIGN
BY OTHERS
CDOT ROW
CDOT ROW
BOXELDER CREEK
NATURAL HABITAT
BUFFER ZONE
ROUNDABOUT AND FRONTAGE
ROAD CONTOURS PER AYERS.
SEE AYERS DESIGN FOR MORE
INFORMATION.
EXISTING 100-YR
FLOODPLAIN
EXISTING 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODWAY
EXISTING 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODWAY
EXISTING 100-YR
FLOODWAY
EXISTING 100-YR
FLOODPLAIN
KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH
OG1 OVERALL GRADING PLAN08
( IN FEET )
1 inch = ft.
Feet0150150
150
300 450
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
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 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
####
####
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
SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 44
Sheet Numbers are missing.
6/30/2020
9971
BFE=4
9
1
2
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0
6 XX
X
X
X
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BLTRACT D
FUTURE COMMERCIALLOCAL ROADWAYTRACT CPROPOSED 20' WATERLINE EASEMENTLAKE
C
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PARCEL OF LAND
AS DESCRIBED IN
BOOK 1338, PAGE 10
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
20' SANITARY
SE WER EASEMENT
REC. NO. 87032253LIN
ACCESS EASEMENT
REC. NO. 97075689
40' W
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SEWER EASEMENT
REC. NO. 87032253
BOXELDER CREEKEXISTING 100-YR
FLOODPLAIN
EXISTING 100-YR
FLOODWAY
9971
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SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 44
KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH
G1 GRADING PLAN09
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
LEGEND:
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPOSED SWALE
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 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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCES.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN
ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A
CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EXISTING LOT LINE
33.43
2.0%
(47.45
)
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
SAWCUT LINE
PROPOSED CURB & GUTTER
G2 G3
G4 G5
G1
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
MATCHLINE-SEE SHEET G3
Please check this
reception number.
6/30/2020
XXXXXXXXXXXXXXXXXXX27" SS27" SS27" SS27" SS27" SSGASBLBLBLBLBLBLBLBLBLBLBLBLBLSTA. = 10+00.00
(STREET E)
STA. = 18+25.67
(STREET D)
PROPOSED
STORM DRAIN66' ROW42' FL-FLVERTICAL
CURB & GUTTER
VERTICAL
CURB & GUTTER
∆
TRACT E
TRACT B
FRONTA
G
E
ROAD
FRO
N
T
A
G
E
ROA
D
STREET E
ST
R
E
E
T
D
SE
E
S
H
E
E
T
R3
STREET D
SEE SHEET R4 TRACT D
R20'
R20'
R20'
R20'
PROPOSED
DRAINAGE
EASEMENT
BRIDGE OR BOX
CULVERT DESIGN
BY OTHERS
PROPOSED DRAINAGE EASEMENT
PROPOSED DRAINAGE EASEMENT
30' PEDESTRIAN ACCESS &
TRAIL EASEMENT
PROPOSED
STORM DRAIN
DETENTION
POND C
9'UTILIT Y EA SEMENT
9'UTILIT Y EA SEMENT
5'SIDEW ALK
5'SIDE W ALK
TRACT F
8' CROSS PAN
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
EXISTING
GROUND (TYP.)
PROPOSED
GRADE (TYP.)PVI STA = 9+51.43PVI ELEV = 4910.29PVI STA = 13+92.88PVI ELEV = 4911.69PVI STA = 9+70.57PVI ELEV = 4909.90PVI STA = 10+00.00PVI ELEV = 4910.53PVI STA = 10+25.04PVI ELEV = 4910.02120.0' VC
PVI STA = 13+26.78
PVI ELEV = 4911.36
BVCS: 12+66.78BVCE: 4910.81EVCS: 13+86.78EVCE: 4911.66A.D. = 0.42
K = 288.66
160.0' VC
LP ELEV = 4909.76
LP STA = 11+02.58
PVI STA = 11+22.56
PVI ELEV = 4909.49
BCVS: 10+42.56BVCE: 4909.93ECVS: 12+02.56EVCE: 4910.22A.D. = 1.47
K = 109.14
4910.044910.534910.024909.894909.804909.764909.794909.874910.004910.204910.434910.654910.884911.094911.284911.454911.60-0.50%
50.0' VC
PVI STA = 9+16.57
PVI ELEV = 4910.99
BVCS: 8+91.57BVCE: 4911.11EVCS: 9+41.57EVCE: 4910.49A.D. = 1.50
K = 33.33
-0.50%
50.0' VC
PVI STA = 9+16.57
PVI ELEV = 4910.99
BVCS: 8+91.57BVCE: 4911.11EVCS: 9+41.57EVCE: 4910.49A.D. = 1.50
K = 33.33
FUTURE
GRADE (TYP.)
BRIDGE
DESIGN BY OTHERS
SEE ROUNDABOUT
DESIGN PER AYRES
PROPOSED
ELEV. (TYP.)
EXISTING
ELEV. (TYP.)
-0.55%0.50%-2.00%1.98%-2.03%0.92%
SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 44
R6 PLAN & PROFILESTREET E19
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
KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25CENTERLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / // / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS 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.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5.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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
NORTH
R6
R5
LINEMATCHSTA8+50STAMATCH LINESEE SHEET8+50R5Line Over Text &
Text Over Text
6/30/2020
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FRONTAGE RD
FRONTAGE
E PROSPECT RDE PROSPECT RDMATCHLINE 16+00'SR'5'6.5'5'3'11'11'11'6'11'3'R519'R500'11'R500'10'10'7'7'2.5'1.5'1.5'19'19.9'19'11'GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP
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Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_ID.DWG LAYOUT NAME: 01 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-31525'6.5'5'2.5'2.5'24'
24'NOT FOR CONSTRUCTIONREVIEW SETPLAN DETAILSCDOT ROW
TRACT G
TRACT F
PROPOSED
ROW
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
9.0' UTILITY
EASEMENT
9.0' UTILITY
EASEMENT
PROPOSED
ROW
COORDINATE INTERSECTION
GEOMETRICS WITH CITY OF FORT
COLLINS PROSPECT ROAD DESIGN
**All circled are line over text.**
6/30/2020
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXX
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Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_ID.DWG LAYOUT NAME: 02 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PD02
25 of 44FRONTAGE RDMA
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17.3'PLAN DETAILSNOT FOR CONSTRUCTIONREVIEW SET9.0' UTILITYEASEMENT
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TRACT G
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PROPOSED
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PROPOSED
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10' SIDEWALK10' SIDEWALK10' SIDEWALK10'
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IDEWALK 5' SIDEWALK
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Text Over Text
6/30/2020
**All circled are line over text,
except as noted.**
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DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_ID.DWG LAYOUT NAME: 03 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PD03
26 of 44GATEWAY AT PROSPECTFRONTAGE ROADFRONTAGE RD
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5'R60'R4.0'
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TRACT G
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5' SIDEWALK
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PLAN DETAILS**All circled are line over text.**
6/30/2020
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VAULTELECELECELECELECELECVAULTELECVAULTELECE PROSPECT RDE PROSPECT RDFRONTAGE ROAD
1 10+00'SR'
11+00'SR'
12+00'SR'
13+00'SR'
14+00'SR'
1
11+00'SL'
12+00'SL'
13+00'SL'
14+00'SL'
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
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4895
4900
4905
4910
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4905
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4905
4910
4895
4900
4905
4910
4905.504905.294904.964905.054905.124905.404905.624905.844906.064906.274906.474906.664906.914907.134907.364907.574907.724907.914908.094904.914904.694904.514904.414904.424904.524904.724904.974905.224905.464905.714905.964906.214906.504906.894907.364907.9110+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+504905.264905.054905.184905.304905.544905.744905.954906.114906.314906.494906.674906.864907.074907.274905.334906.094907.184907.854904.904904.684904.504904.414904.424904.534904.734904.984905.234905.474905.724905.974906.224906.514906.894907.354907.8810+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
-0.87%
0.99%STA 10+41.70'SL'EL 4904.97VPC STA 10+79.00'SL'VPC EL 4904.65VPC STA 13+47.50'SL'VPC EL 4906.19VPI STA 11+39.00'SL'VPI EL 4904.13VPI STA 14+00.00'SL'VPI EL 4906.71VPT STA 11+99.00'SL'VPT EL 4904.72VCL = 120.00
K = 64.56 VCL = 105.00
K = 77.83
-0.87%
0.99%STA 10+43.40'SR'EL 4904.97VPC STA 10+80.00'SR'VPC EL 4904.65VPC STA 13+47.50'SR'VPC EL 4906.18VPI STA 11+40.00'SR'VPI EL 4904.13VPI STA 14+00.00'SR'VPI EL 4906.70VPT STA 12+00.00'SR'VPT EL 4904.72VCL = 120.00
K = 64.54
VCL = 105.00
K = 73.18
'SL' LINE
'SR' LINE
LOW POINT STA 11+35.03
LOW POINT EL 4904.40
LOW POINT STA 11+36.15
LOW POINT EL 4904.41
STA. = 11+65.35
INV. = 4898.75
FUTURE STORM DRAIN
STA. = 11+52.42
INV. = 4900.01
FUTURE STORM DRAIN
STA. = 11+64.37
INV. = 4898.70
FUTURE STORM DRAINSTA. = 11+52.42
INV. = 4900.15
FUTURE STORM DRAIN
PP01
27 of 44GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP
N
SCALE, FEET 0 10 20
MATCHLINE STA. 14+50'SR'PLAN VIEW
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 01 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PROFILE VIEW
PLAN & PROFILE81'CDOT ROW
PROPOSED
ROW
5' SIDEWALK
5' SIDEWALK
9.0' UTILITY
EASEMENT
PROPOSED ROWNOT FOR CONSTRUCTIONREVIEW SET70'TRACT F
TRACT G
30" VERTICAL CURB
18" SPILL CURB DOUBLE 18" SPILL
CURB
30" VERTICAL CURB
PROPOSED STORM
DRAIN
PROPOSED STORM
DRAIN
COORDINATE INTERSECTION
GEOMETRICS WITH CITY OF FORT
COLLINS PROSPECT ROAD DESIGN
COORDINATE INTERSECTION
GEOMETRICS WITH CITY OF FORT
COLLINS PROSPECT ROAD DESIGN
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
6/30/2020
**All circled are line over text.**
*Mask all text in all profiles.*
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
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4900
4905
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4915
4907.854908.124908.394908.664908.924909.184909.454909.714909.964910.264907.884908.474909.054909.644910.224910.814911.394911.984912.484912.9314+50 15+00 15+50 16+00 16+50 17+00
4908.094908.264908.434908.614908.824909.064909.294909.554909.754908.714907.914908.524909.124909.734910.344910.944911.554912.154912.664913.1114+50 15+00 15+50 16+00 16+50 17+00
2.34%
1.79%STA 16+35.00'SL'EL 4912.21STA 16+76.87'SL'EL 4912.96VPT STA 14+52.50'SL'VPT EL 4907.942.42%
1.79%STA 16+35.00'SR'EL 4912.40STA 16+75.92'SR'EL 4913.13VPT STA 14+52.50'SR'VPT EL 4907.97'SL' LINE
'SR' LINE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X
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G
E
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O
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FRO
N
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A
G
E
R
O
A
D
15+00'SR'
16+00'S
R'15+00'SL'
16+00'SL'
12+00'
N
E
L
'
12+00'NE
R
'
FR
O
N
T
A
G
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R
O
A
D11+00'ICD'12+00'ICD'13+00'ICD'14+00'ICD'12" W
12" W
12" W
12" W
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12" W
12" W
12" W
12" W
12" W
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12"
W
1
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W
12"
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WNPNPNPNPNPNPNPNPNPNP
NPNPProfile View of EOP-Island NE_R
4905
4910
4915
4920
4905
4910
4915
4920
Profile View of EOP-Island NE_L
4905
4910
4915
4920
4905
4910
4915
4920
4909.864910.134910.454910.804913.324912.904912.554912.2611+00 11+50 12+00 12+25
-1.89%STA 11+35.52'NER'EL 4913.59VPC STA 11+40.00'NER'VPC EL 4913.50VPI STA 12+00.00'NER'VPI EL 4912.37VCL = 120.00
K = 99.02
-1.52%STA 11+25.72'NEL'EL 4913.36VPC STA 11+40.00'NEL'VPC EL 4913.15VPI STA 12+00.00'NEL'VPI EL 4912.24VCL = 120.00
K = 129.97
4910.964910.894911.184911.534913.004912.664912.374912.1311+00 11+50 12+00 12+25
'NEL' LINE
'NER' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 02 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP02
28 of 44GATEWAY AT PROSPECTKEY MAP
N
SCALE, FEET 0 10 20
MATCHLINE STA. 14+50'SR'
PLAN VIEW
PROFILE VIEW MATCHLINE STA. 12+25'NER'NOT FOR CONSTRUCTIONREVIEW SETFRONTAGE ROADPLAN & PROFILETRACT G
TRACT F
TRACT D9.0' UTILITYEASEMENT10' SIDEWALK10' SID
E
W
AL
K
10'
S
I
D
E
W
A
L
K
10' SIDE
W
A
L
KTRUCK APRON
MOUNTABLE
CURB
30" VERTICAL CURB
30" VERTICAL CURB
30" VERTICAL CURB
30" VERTICAL CURB
9.0' UTIL
I
T
Y
EASEME
N
T
9.0' UTIL
I
T
Y
EASEME
N
T
5' SIDEW
A
L
K
5' SIDEW
A
L
K
9.0' UTILIT
Y
EASEMEN
T
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
6/30/2020
*Mask all text in all profiles.*
Line Over Text
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GA
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A
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13+00'N
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L'
14+00'NEL'
15+0
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'
N
E
L
'
16+0
0
'
N
E
L
'
17+
0
0
'
N
E
L
'12+00'NER'
13+00'N
E
R'
14+00'NER'
15+0
0
'
N
E
R
'
16+
0
0
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N
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R
'
17+0
0
'
N
E
R
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FRO
N
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A
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A
D
FR
O
N
T
A
G
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R
O
A
D
12" W12" W12"
W
12" W
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12" W
12" W
12" W
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12" W
12" W 12" W 12" W
12" W
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W8" W4905
4910
4915
4920
4905
4910
4915
4920
4905
4910
4915
4920
4905
4910
4915
4920
4910.804911.154911.434911.674911.834912.074912.214912.384912.504912.584912.584912.574912.564912.654912.614912.724912.874912.964913.054913.144912.264912.034911.864911.684911.514911.344911.204911.114911.074911.094911.164911.284911.424911.554911.694911.824911.964912.094912.224912.3612+25 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
-0.68%
0.54%VPC STA 13+51.00'NER'VPC EL 4911.34VPI STA 14+21.00'NER'VPI EL 4910.86VPT STA 12+60.00'NER'VPT EL 4911.96VPT STA 14+91.00'NER'VPT EL 4911.24VCL = 120.00
K = 99.02
VCL = 140.00
K = 114.894911.534911.804911.954912.124912.234912.384912.544912.594912.714912.804912.814912.774912.784912.794912.804912.814912.914913.004913.084913.154912.134911.944911.794911.644911.494911.364911.284911.244911.264911.334911.444911.574911.704911.834911.964912.094912.224912.354912.484912.6112+25 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
-0.59%
0.52%VPC STA 13+30.00'NEL'VPC EL 4911.46VPI STA 14+00.00'NEL'
VPI EL 4911.05
VPT STA 12+60.00'NEL'VPT EL 4911.88VPT STA 14+70.00'NEL'VPT EL 4911.42VCL = 120.00
K = 129.97
VCL = 140.00
K = 125.64
'NEL' LINE
'NER' LINE LOW POINT STA 14+04.47LOW POINT EL 4911.24LOW POINT STA 14+29.29LOW POINT EL 4911.07STA. = 14+00.51
INV. = 4905.36
FUTURE STORM DRAIN
STA. = 14+04.71
INV. = 4905.69
FUTURE STORM DRAIN
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 03 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP03
29 of 44GATEWAY AT PROSPECTKEY MAP
N
SCALE, FEET 0 10 20MATCHLINE
STA
.
1
2+2
5
'NER
'
PLAN VIEW
PROFILE VIEW MATCHLINE STA. 17+00'NER'NOT FOR CONSTRUCTIONREVIEW SETFRONTAGE ROADPLAN & PROFILE9.0'
U
T
I
L
I
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Y
EA
S
E
M
E
N
T
DOUBLE 18" SPILL
CURB
30" VERTICAL CURB
30" VERTICAL CURB
5' S
I
D
E
W
A
L
K
5' SIDE
W
A
L
K
TRACT G
TRACT D
UTI
L
I
T
Y
EA
S
E
M
E
N
T
PROPOSED STORM
DRAIN
PROPOSED
ROW
PROPOSED
ROW 54'78'FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
Line Over Text
*Mask all text in all profiles.*
6/30/2020
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X
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SS
WWWWWWWWWWX X X X X X
GAS
VAULT
ELEC
17+00'NEL'18+00'NEL'19+00'NEL'
17+00'NER'18+00'NER'19+00'NER'
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
Profile View of EOP-Island NE_R
V Scale : 4
H Scale : 20
Exaggeration : 54905
4910
4915
4920
4905
4910
4915
4920
Profile View of EOP-Island NE_L
V Scale : 4
H Scale : 20
Exaggeration : 54905
4910
4915
4920
4905
4910
4915
4920
4913.144913.234913.354913.394913.494913.594913.564913.594913.644913.714913.884914.094912.364912.494912.634912.764912.904913.074913.254913.434913.6017+00 17+50 18+00 18+50 19+00 19+50 20+00
0.71%STA 18+00.00'NER'EL 4912.90STA 19+07.67'NER'EL 4913.664913.154913.224913.294913.404913.514913.614913.644913.654913.664913.714913.784913.914912.614912.744912.884913.014913.144913.274913.404913.534913.6617+00 17+50 18+00 18+50 19+00 19+50 20+00STA 19+07.68'NEL'EL 4913.70'NEL' LINE
'NER' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 04 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP04
30 of 44GATEWAY AT PROSPECTKEY MAP
N
SCALE, FEET 0 10 20MATCHLINE STA. 17+00'NER'PLAN VIEW
PROFILE VIEW NOT FOR CONSTRUCTIONREVIEW SETFRONTAGE ROADPLAN & PROFILE54'78'30" VERTICAL CURB
30" VERTICAL CURB
5' SIDEWALK
5' SIDEWALK
PROPOSED
ROW
PROPOSED
ROW
UTILITY
EASEMENT
TRACT G
TRACT D
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
6/30/2020
*Mask all text in all profiles.*
Line Over Text
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
4908.044907.934907.674905.524900.974902.104904.644904.664904.504903.954903.364909.024909.524910.024910.504910.904911.234911.484911.654911.774911.904912.024912.154912.314912.4912+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+75
0.84%
0.50%
2.00%
0.50%STA 15+46.25'NWR'EL 4912.66STA 14+44.92'NWR'EL 4912.00VPC STA 12+56.94'NWR'VPC EL 4910.16VPI STA 13+16.94'NWR'
VPI EL 4911.36
VPT STA 13+76.94'NWR'VPT EL 4911.66VCL = 120.00
K = 80.00
VPC STA 14+62.50'NWR'VPC EL 4912.09VPI STA 15+00.00'NWR'VPI EL 4912.27VPT STA 15+37.50'NWR'VPT EL 4912.59VCL = 75.00
K = 217.624902.104904.644904.664904.514904.004903.514912.024912.154912.324912.5714+00 14+50 15+00 15+50 15+75
1.38%
0.50%STA 14+44.92'NWL'EL 4912.00STA 15+49.18'NWL'EL 4912.87VPC STA 14+71.50'NWL'VPC EL 4912.13VPI STA 15+09.00'NWL'VPI EL 4912.32VPT STA 15+46.50'NWL'VPT EL 4912.84VCL = 75.00
K = 85.21'NWL' LINE
'NWR' LINE / / / / / / / // / / / / / / // / / / /
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/XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXXXXXXXGAS15+00'NWL'
13+00'NWR'
14+00'NWR'
15+00'NWR'STREET E
11+00'SWL'11+00'SWR'11+00'
ICD
'12+00'ICD'13+00'ICD'14+00'ICD'27" SS
27" SS
27" SS
27" SS
27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 12" W12" W12" W12" WSDSDSDSDSDSDSDSDNP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP
NP
NP
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NP
NP
NP
NP
NP
NP
NP
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 05 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP05
31 of 44GATEWAY AT PROSPECTKEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW NOT FOR CONSTRUCTIONREVIEW SETSTREET E (CONTINUATION)PLAN & PROFILETRACT D
TRACT FBOX ELDER CREEKBOX ELDER CREEK9.0' UTILITY
EASEMENT
9.0' UTILITY
EASEMENT
TRACT E
5' SIDEWALK
5' SIDEWALK
PROPOSED
ROW
PROPOSED
ROW
42'66'FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
Text Over Text
*Mask all text in all profiles.*
6/30/2020
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
4900
4905
4910
4915
4904.134904.294904.864905.294906.124907.474909.944910.414910.894911.364911.834912.319+50 10+00 10+50 11+00 11+50 11+75
1.90%
1.89%STA 10+00.00'SWR'EL 4909.94STA 10+43.55'SWR'EL 4910.77STA 11+39.03'SWR'EL 4912.574904.134904.294904.864905.144905.574906.344909.944910.414910.874911.284911.694912.099+50 10+00 10+50 11+00 11+50 11+75
1.90%
1.63%STA 10+00.00'SWL'EL 4909.94STA 10+43.55'SWL'EL 4910.77STA 11+45.60'SWL'EL 4912.43'SWL' LINE
'SWR' LINE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSSS
XXXXXXXXXXXXXXXXXXXXGAS
1 11+00'SWL'
1
11+00'S
W
R
'
2
21+0
0
'
S
E
L
'
21+00'
S
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R
'
22+0
0
'
S
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'COMMERCIAL ROADCOM
M
E
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C
I
A
L
R
O
A
D11+00'ICD'12+00'ICD'13+00'ICD'14+00'ICD'12" W12" W12" W12" W
12" W
12" W 12" W12" W12" W12" W12" W12" WN
P
N
P
N
P
N
P
N
P
N
P
N
P
N
P
N
P
NP
NP
NP
NP
NP
NP
NP
NP
4905
4910
4915
4920
4905
4910
4915
4920
Profile View of EOP-Island SE_L
4905
4910
4915
4920
4905
4910
4915
4920
4908.014908.054907.974907.854907.414906.944906.464905.984905.684913.564913.194912.814912.444912.0619+50 20+00 20+50 21+00 21+50 22+00
-1.50%
-1.50%STA 20+00.00'SER'EL 4913.56STA 20+74.34'SER'EL 4912.45STA 21+17.04'SER'EL 4911.814908.074908.024907.864907.414913.334912.884912.444912.0619+50 20+00 20+50 21+00 21+50
-1.78%
-1.50%STA 20+02.39'SEL'EL 4913.73STA 20+74.34'SEL'EL 4912.45STA 21+17.04'SEL'EL 4911.81'SEL' LINE
'SER' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 06 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP06
32 of 44GATEWAY AT PROSPECTKEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW NOT FOR CONSTRUCTIONREVIEW SETROUNDABOUT MEDIANPLAN & PROFILE9.0' UTILITYEASEMENT10' SIDEWALK10' SID
E
W
AL
K
10'
S
I
D
E
W
A
L
K TRUCK APRON
MOUNTABLE
CURB
30" VERTICAL CURB
30" VERTICAL CURB
30" VERTICAL CURB
DOUBLE 18" SPILL
CURB
9.0' UTILITY
EASEMENT
10' SI
D
E
W
A
L
K
9.0' UTILITY
EASEMENT9.0' UTILI
T
Y
EAS
E
M
E
N
T
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
18" SPILL CURB
18" SPILL CURB
30" VERTICAL CURB
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
TRACT F
TRACT G
TRACT G
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
FUTURE
ELEV.
EXISTING
ELEV.
6/30/2020
*Mask all text in all profiles.*
**All circled are line over text.**
4900
4905
4910
4915
4920
4925
4900
4905
4910
4915
4920
4925
4910.684909.634908.864908.034907.974907.924907.714910.084910.424908.384907.474907.724906.564905.564905.484907.054910.384911.174913.894914.094914.224914.174914.014913.844913.684913.524913.354913.194913.034912.874912.834912.974913.174913.374913.574913.779+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
'ICD' LINE
0.80%
-0.65%0.80%STA 10+00.00'ICD'EL 4913.89STA 14+39.82'ICD'EL 4913.89VPC STA 10+27.83'ICD'VPC EL 4914.11VPI STA 10+52.83'ICD'VPI EL 4914.32VPT STA 10+77.83'ICD'VPT EL 4914.15VCL = 50.00
K = 34.30
VPC STA 12+69.90'ICD'VPC EL 4912.90VPI STA 12+94.90'ICD'VPI EL 4912.73VPT STA 13+19.90'ICD'VPT EL 4912.93VCL = 50.00
K = 34.38/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXX
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSS
SS
SS
SS
SS
SS
SS
XXXXXXXXXXXXXXXXXXXXXGASFRONTAGE ROAD12+00'NER'15
+
0
0
'
N
W
L
'
1
5
+
0
0
'NW
R
'11+00'SWL'
11+00'
S
W
R'
2
21+00'S
E
L
'21+00'SE
R
'
22+00'S
E
R
'COMMERCIAL ROADCOMM
E
R
C
I
A
L
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O
A
D11+00'ICD'12+00'ICD'13+00'ICD'14+00'ICD'12" W12" W
12"
W
12"
W 12" W12" W12" W12" W12" W12" W12" WN
P
N
P
N
P
N
P
N
P
N
P
N
P
N
P
N
P
N
P
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 07 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP07
33 of 44GATEWAY AT PROSPECTKEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW NOT FOR CONSTRUCTIONREVIEW SETROUNDABOUT MEDIANPLAN & PROFILE9.0' UTILITYEASEMENT10' SIDEWALK10' SID
E
W
AL
K
10'
S
I
D
E
W
A
L
K TRUCK APRON
MOUNTABLE
CURB
30" VERTICAL CURB
30" VERTICAL CURB
30" VERTICAL CURB
DOUBLE 18" SPILL
CURB
9.0' UTILITY
EASEMENT
10' SI
D
E
W
A
L
K
9.0' UTILITY
EASEMENT9.0' UTILIT
Y
EAS
E
M
E
NT
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
18" SPILL CURB
18" SPILL CURB
30" VERTICAL CURB
10' SIDEWALK
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
TRACT F
TRACT G
FUTURE
ELEV.
EXISTING
ELEV.
**All circled are line over text.**
*Mask all text in all profiles.*
6/30/2020
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
4906.194906.384906.584906.794907.234907.214907.264907.484907.764907.954907.934907.864907.774907.454906.984911.234911.934912.414912.884913.234913.284913.0415+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
-1.62%
2.82%
1.90%STA 16+00.00'SE'EL 4911.23STA 16+25.00'SE'EL 4911.93STA 17+75.00'SE'EL 4912.63VPC STA 16+76.50'SE'VPC EL 4912.91VPI STA 17+14.00'SE'VPI EL 4913.62VPT STA 17+51.50'SE'VPT EL 4913.02VCL = 75.00
K = 21.28
'SE' LINE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X
X
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X
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X
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X XXX
X
X
X XXX
X
X
X
X
X
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X XXX
X
X XX
X
X XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
11+00'ICD'12+00'ICD'14+00'SW'15+00'SW'
16+0
0'S
W'15+00'SE'16+00'SE'17+00'SE'
1
8
+
0
0
'
S
E
'
1 10+00'NE'11+00'NE'Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 08 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP08
34 of 44GATEWAY AT PROSPECTROUNDABOUT EOP CURB RETURNPLAN & PROFILEKEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEWFRONT
A
G
E
R
O
A
D COMMERCIAL
ROADNOT FOR CONSTRUCTIONREVIEW SETPROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
TRACT F
TRACT G
30" VERTICAL CURB
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB 9.0' UTILITY
EASEMENT9.0' UTILIT
Y
EAS
E
M
E
NT
10' SIDEWALK
5' SIDEW
ALK5' SIDE
WALK 9.0' UTILIT
Y
EAS
E
M
E
NT10' SIDE
WALK
30" VERTICAL CURB
18" SPILL
CURB
FUTURE
ELEV.
EXISTING
ELEV.
6/30/2020
Line Over Text
Line Over Text
*Mask all text in all profiles.*
4905
4910
4915
4920
4925
4905
4910
4915
4920
4925
4906.954907.434907.904908.104908.244908.124908.354908.774909.284909.634909.864910.094910.384910.674912.164912.584913.064913.574913.684913.384912.824912.459+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
-2.27%
-1.47%1.68%
1.92%2.61%STA 10+25.00'NE'EL 4912.16STA 11+75.00'NE'EL 4912.82STA 12+00.00'NE'EL 4912.45STA 10+50.00'NE'EL 4912.58STA 10+74.99'NE'EL 4913.06VPC STA 10+79.00'NE'VPC EL 4913.16VPI STA 11+16.50'NE'VPI EL 4914.14VPT STA 11+54.00'NE'VPT EL 4913.29VCL = 75.00
K = 15.37
'NE' LINE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ /
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X
X
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X
X
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X
X
X
X
XXXXXXXXXXXXXGAS11+00'ICD'14+00'ICD'17+00'SE
'18+00'SE'1 10+00'NE'11+00'NE
'
1
2
+
0
0
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E
'13+00'NE
'16+00'N'1
7
+
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N
'18+00'N
'
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 09 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP09
35 of 44GATEWAY AT PROSPECTROUNDABOUT EOP CURB RETURNPLAN & PROFILEKEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEWCOMMERCIAL ROADFRONTAGE ROADNOT FOR CONSTRUCTIONREVIEW SETTRACT G
TRACT D9.0' UTILITYEASEMENT9.0
'
UTILITYEASEMENT9.0' UTILITYEASEMENTPROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
1
0
'
S
IDEWA
LK
1
0
'
S
ID
EW
A
L
K10' SIDEWALK30" VERTICAL CURB
30" VERTICAL CURB
30" VERTICAL CURB
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
DOUBLE
18" SPILL
CURB
18" SPILL
CURB
FUTURE
ELEV.
EXISTING
ELEV.
6/30/2020
*Mask all text in all profiles.*
**All circled are line over text.**
4901
4905
4910
4915
4920
4901
4905
4910
4915
4920
4905.274904.634904.134903.664903.934907.234910.824911.614911.594911.754911.994911.724910.664912.064912.304912.744913.014913.014912.714912.294912.0514+50 15+00 15+50 16+00 16+50 17+00 17+50
-1.68%1.75%-0.99%0.87%1.06%STA 15+00.00'N'EL 4912.06STA 15+12.50'N'EL 4912.17STA 15+25.00'N'EL 4912.30STA 16+50.00'N'EL 4912.29STA 16+75.00'N'EL 4912.05VPC STA 15+48.50'N'VPC EL 4912.71VPI STA 15+86.00'N'VPI EL 4913.37VPT STA 16+23.50'N'VPT EL 4912.74VCL = 75.00
K = 21.89
'N' LINE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 X X X X X X X X X X X X
XXXXXXX
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
X
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / /
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SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
X
X
X
X
X
X
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X
X X X X X X X X X X X X X
X
X
X
X
G
A
S13+00'ICD'14
+
0
0
'
I
C
D
'17+00'SW'18+00'SW'12+0
0'
N
E'
13+00'NE'
14+00'NE'15+00'N
'
16+00'
N
'
17+0
0'
N'
18+00'N'
19+00'N
'15+00'NW'16+00'NW'17+00'NW'Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 10 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP10
36 of 44GATEWAY AT PROSPECTROUNDABOUT EOP CURB RETURNPLAN & PROFILEKEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
FRONT
A
G
E
R
O
A
D
COMME
R
C
I
A
L
R
O
A
D RESIDENTIAL ROADNOT FOR CONSTRUCTIONREVIEW SETTRACT G
TRACT D
TRACT F
9.0' U
TI
LI
T
Y
EASE
M
E
N
T10' SIDEWALKTRUCK APRON
MOUNTABLE
CURB
30" VERTICAL CURB
30" VERTICAL CURB
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
9.0' UTILITY
EASEMENT
9.0' UTILITY
EASEMENT
5' SIDEWALK
10' SI
D
E
W
A
L
K
10' SI
D
E
W
A
L
K
10' SI
D
E
W
A
L
K
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
30" VERTICAL CURB
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
FUTURE
ELEV.
EXISTING
ELEV.
6/30/2020
**All circled are line over text.**
*Mask all text in all profiles.*
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
4904.264904.404903.824903.234903.484904.684905.154905.114904.494904.284904.164911.924912.034912.254912.394912.334912.064911.684911.2914+50 15+00 15+50 16+00 16+50 17+00
0.87%
-1.55%
0.42%STA 14+75.00'NW'EL 4911.92STA 15+00.00'NW'EL 4912.03STA 16+50.00'NW'EL 4911.29VPC STA 15+28.00'NW'VPC EL 4912.27VPI STA 15+65.50'NW'VPI EL 4912.60VPT STA 16+03.00'NW'VPT EL 4912.02VCL = 75.00
K = 30.89
'NW' LINE
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/XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXX12+00'ICD'13+00'ICD'14+00'ICD'16+00'SW'17+00'SW'1
8
+
0
0
'
SW
'16+00'SE'1
13+0
0'
N'
14+0
0'
N'15+00'N'1
13+00'
N
W'14+00'NW'
15+00'N
W
'
1
6
+
0
0
'NW
'
17
+
0
0
'
N
W
'
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 11 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP11
37 of 44GATEWAY AT PROSPECTROUNDABOUT EOP CURB RETURNPLAN & PROFILEKEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEW
RESI
D
E
N
TI
A
L
R
O
A
D
C
O
M
M
E
R
C
I
A
L
R
O
A
D
FRON
T
A
G
E
R
O
A
D
NOT FOR CONSTRUCTIONREVIEW SETTRACT F
TRACT G
TRACT D
9.0' UTILITYEASEMENT
9.0'
U
TI
LI
T
Y
EAS
E
M
E
N
T
PROPOSED
ROW
PROPOSED
ROW
PROPOSED
ROW
10' SIDEWALK10' SID
E
W
AL
K
10' SID
E
W
AL
K
DOUBLE 18" SPILL
CURB
DOUBLE
18" SPILL CURB
DOUBLE 18" SPILL
CURB
TRU
C
K
A
P
R
O
N
MOUNTABLE
CURB
30" VERTICAL CURB
30" VERTICAL CURB
30" VERTICAL CURB
BOX ELDER CREEK18" SPILL CURB
18" SPILL CURB
FUTURE
ELEV.
EXISTING
ELEV.
*Mask all text in all profiles.*
6/30/2020
**All circled are line over text.**
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
4907.454907.974908.574908.824908.514907.854907.624906.914907.264906.274905.364904.744910.394911.064911.734912.234912.554912.554912.214911.714911.1015+50 16+00 16+50 17+00 17+50 18+00 18+50
2.00%
2.67%-2.54%
-2.00%STA 15+75.00'SW'EL 4910.39STA 16+25.00'SW'EL 4911.73STA 17+55.00'SW'EL 4911.61STA 17+98.47'SW'EL 4910.50VPC STA 16+49.50'SW'VPC EL 4912.22VPI STA 16+87.00'SW'VPI EL 4912.97VPT STA 17+24.50'SW'VPT EL 4912.22VCL = 75.00
K = 18.75
'SW' LINE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXXXX/
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0
'
S
W
'18+00'SW'16+00'SE
'17+00'SE'18+00'SE'16+00'NW'17+00'NW'1
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 12 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP12
38 of 44GATEWAY AT PROSPECTROUNDABOUT EOP CURB RETURNPLAN & PROFILEKEY MAP
N
SCALE, FEET 0 10 20
PLAN VIEW
PROFILE VIEWFRONTAGE ROADCOMMERCIAL ROADNOT FOR CONSTRUCTIONREVIEW SET30" VERTICAL CURB
30" VERTICAL CURB
30" VERTICAL CURB
MOUNTABLE CURB
DOUBLE 18" SPILL
CURB
DOUBLE 18" SPILL
CURB
9.0'
U
TI
LI
T
Y
EAS
E
M
E
N
T 9.0
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UTILITYEASEMENT9.0' UTILITYEASEMENTPROPOSED
ROW
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PROPOSED
ROW
TRU
C
K
A
P
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O
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TRACT G
TRACT F
1
0
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IDEW
A
L
K
10' SIDEWALK
10' SIDEWALK18" SPILL CURB
FUTURE
ELEV.
EXISTING
ELEV.
6/30/2020
*Mask all text in all profiles.*
**All circled are line over text.**
13'SR'+50
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
14'SR'+00
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
14'SR'+50
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15'SR'+00
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15'SR'+50
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
-28.00, 4904.93 -
5
0
.
5
0
,
4
9
0
4
.
4
8 -47.00, 4904.55 -63.00, 4906.32 -65.84, 4905.61 -14.77, 4905.19 -14.77, 4905.19 -11.77, 4905.25 0.00, 4904.91 33.50, 4904.24 30.00, 4904.31 46.00, 4906.09 4
9
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4
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2 -63.00, 4906.99 -67.39, 4905.90 -19.77, 4905.76 -19.77, 4905.76 -16.77, 4905.82 0.00, 4905.60 33.50, 4904.93 30.00, 4905.00 46.00, 4906.77 50.96, 4905.53 -3.00, 4905.662.0%2.0%4.0:1 2.0%2.0%2.0%4.0:1 -28.00, 4906.59 -50.50, 4906.14 -47.00, 4906.21 -63.00, 4907.99 -
7
0
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6 -24.77, 4906.66 -24.77, 4906.66 -21.77, 4906.72 0
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2 22.50, 4906.17 19.00, 4906.24 35.13, 4908.02 4
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2
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3 22.50, 4907.38 19.00, 4907.45 35.00, 4909.23 47.30, 4906.15 -3.00, 4907.892.1%2.1%1.9%
4.0:1
2.0%2.0%4.0:1 -19.73, 4908.97 -22.78, 4908.90 -22.78, 4908.90 -46.34, 4908.34 -
4
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.
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5
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0
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1
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4.0:1
2.0%2.0%
4.0:1
'SR' LINE
11'SR'+25
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
11'SR'+50
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12'SR'+00
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12'SR'+50
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
13'SR'+00
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
-28.00, 4903.12 -60.14, 4902.48 -56.64, 4902.55 -73.12, 4904.33 -75.67, 4903.70 -6.00, 4903.56 -
3
.
5
0
,
4
9
0
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.
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1 -2.50, 4903.17 32.30, 4902.48 0.00, 4903.12 28.80, 4902.55 45.70, 4904.34 47.48, 4903.902.0%2.0%4.0:1 2.0%2.0%2.0%4.0:1 -28.00, 4903.13 -54.78, 4902.59 -51.28, 4902.66 -67.49, 4904.44 -68.90, 4904.09 -6.00, 4903.57 -
3
.
5
0
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9
0
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.
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2 -2.50, 4903.18 25.62, 4902.62 0.00, 4903.13 22.12, 4902.69 3
8
.
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7 40.64, 4903.912.0%2.0%4.0:1 2.0%2.0%2.0%4.0:1 -28.00, 4903.44 -50.50, 4902.99 -47.00, 4903.06 -63.00, 4904.83 -63.61, 4904.68 -6.00, 4903.88 -3.50, 4903.93 -2.50, 4903.48 23.83, 4902.95 0.00, 4903.43 20.33, 4903.02 3
6
.
3
7
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4
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0
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0 39.34, 4904.062.0%2.0%4.0:1 2.0%2.0%2.0%4.0:1 -28.00, 4903.94 -50.50, 4903.49 -47.00, 4903.56 -63.00, 4905.33 -64.66, 4904.92 -
6
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9
.
7
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8
5 -3.00, 4904.482.0%2.0%4.0:1 2.0%2.0%2.0%4.0:1
'SR' LINE
16'SR'+00
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400
16'SR'+50
4890
4900
4910
4890
4900
4910
0 20 40 60 80 100 120 1400
16'SR'+60
4890
4900
4910
4890
4900
4910
0 20 40 60 800
0.00, 4910.26 14.01, 4909.98 -3.00, 4910.32 17.53, 4909.91 14.03, 4909.98 37.96, 4911.93 5
7
.
6
7
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9
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.
0
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2.0%2.0%
4.0:1 0.00, 4911.37 -3.00, 4911.43 22.82, 4910.98 19.30, 4911.04 47.59, 4912.03 43.47, 4913.04 47.68, 4912.01 49.87, 4911.47 66.08, 4907.57 66.08, 4907.57 67.22, 4907.301.7%2.2%
4.1:1
0
.
0
0
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4
9
1
1
.
5
5
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0
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1
1
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1 23.57, 4911.13 20.07, 4911.19 61.67, 4908.90 61.67, 4908.90 4
4
.
1
7
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4
9
1
3
.
1
8 68.22, 4907.321.8%2.2%2.2%
4.1:1
'SR' LINE
16'SL'+00
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
00-20-40-60-80-100-120-140
0
.
0
0
,
4
9
1
0
.
1
0 -20.30, 4909.76 -16.80, 4909.82 -39.71, 4911.73 -58.83, 4906.95 3.00, 4910.161.7%2.0%
4.0:1
16'SL'+51
4880
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4900
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4920
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00-20-40-60-80-100-120-140 -19.90, 4910.91 -
2
3
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4
2
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9
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0
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1 -19.90, 4910.91 2.99, 4911.27 -
0
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4.1:1
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16'SL'+61
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00-20-40-60-80-100-120-140 -21.00, 4911.07 -
2
4
.
5
3
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4
9
1
1
.
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1 -45.24, 4913.06 -62.84, 4908.76 -62.84, 4908.76 -70.52, 4906.90 2
.
9
9
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4 -0.01, 4911.38 -0.01, 4911.38 -21.00, 4911.072.2%2.2%
4.1:1
4.1:1
1.5%
'SL' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X1 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS01
39 of 44GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONSNOT FOR CONSTRUCTIONREVIEW SET**Mask all text in line work & hatching.**
6/30/2020
13'NER'+00
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0
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0
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9 22.00, 4909.95 22.00, 4909.95 2
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8 38.00, 4911.73 4
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1 -3.00, 4910.45 -8.99, 4910.46 -11.99, 4910.40 -33.99, 4909.96 -33.99, 4909.96 -
3
7
.
4
9
,
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9
0
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9 -11.99, 4910.40 -33.99, 4909.96 -33.99, 4909.96 -75.52, 4905.35 -49.99, 4911.742.0%2.0%4.0:12.0%2.0%
4.0:1
13'NER'+50
4880
4890
4900
4910
4920
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0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4910.05 2
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6 -11.99, 4910.10 -33.99, 4909.66 -33.99, 4909.66 -37.49, 4909.59 -11.99, 4910.10 -33.99, 4909.66 -33.99, 4909.66 -73.11, 4905.66 -49.99, 4911.442.0%2.0%4.0:12.0%2.0%
4.0:1
14'NER'+00
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4890
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0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4909.82 2
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2 -12.00, 4909.96 -34.00, 4909.52 -34.00, 4909.52 -37.50, 4909.45 -12.00, 4909.96 -34.00, 4909.52 -34.00, 4909.52 -71.82, 4905.83 -
5
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4.0:1
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0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4909.80 2
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6 -8.99, 4910.09 -11.99, 4910.03 -33.89, 4909.59 -33.89, 4909.59 -37.39, 4909.52 -11.99, 4910.03 -33.89, 4909.59 -33.89, 4909.59 -70.65, 4906.17 -49.89, 4911.362.0%2.0%4.0:12.0%2.0%
4.0:1
'NER' LINE
11'NER'+50
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4900
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4920
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0 20 40 60 80 100 120 1400
6
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11'NER'+75
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0 20 40 60 80 100 120 1400 18.43, 4911.25 14.92, 4911.31 58.93, 4908.32 4
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12'NER'+50
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0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
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.
7
4 21.47, 4910.31 21.47, 4910.31 24.97, 4910.24 38.00, 4912.10 50.25, 4909.03 -3.00, 4910.80 -
9
.
0
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9
1
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7
9
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9
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9
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7
3 -28.78, 4910.39 -28.78, 4910.39 -32.28, 4910.32 -
1
1
.
9
9
,
4
9
1
0
.
7
3 -28.78, 4910.39 -28.78, 4910.39 -79.06, 4905.01 -49.99, 4912.272.0%2.0%4.0:1
2.0%2.0%
4.0:1
-
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8
7 -88.80, 4904.55 -88.82, 4904.55 -68.08, 4909.13 -55.92, 4911.97 -51.95, 4912.92 0.00, 4911.26 14.41, 4910.97 14.41, 4910.97 17.91, 4910.90 3
8
.
0
8
,
4
9
1
2
.
9
0 55.20, 4908.62 -3.00, 4911.32 -9.56, 4911.28 -12.57, 4911.22 -12.57, 4911.22 -
2
7
.
4
5
,
4
9
1
0
.
9
3
4.4:1
2.0%2.0%
4.0:1
1.9%
12'NER'+00
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100
'NER' LINE
15'NER'+00
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4909.99 21.08, 4909.57 21.08, 4909.57 24.58, 4909.50 37.11, 4911.35 45.60, 4909.22 -
3
.
0
0
,
4
9
1
0
.
0
5
-
9
.
0
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,
4
9
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.
3
4 -12.00, 4910.28 -
3
1
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0
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9
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9
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0
9
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9
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9
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3
1
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9
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9
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4
9
0
9
.
9
0 -67.60, 4906.55 -47.09, 4911.672.0%2.0%4.0:1
2.0%2.0%
4.0:1
15'NER'+50
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0
.
0
0
,
4
9
1
0
.
2
6 19.00, 4909.88 19.00, 4909.88 22.50, 4909.81 3
5
.
0
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9
1
1
.
6
6
4
8
.
6
9
,
4
9
0
8
.
2
3 -12.00, 4910.54 -31.00, 4910.16 -31.00, 4910.16 -
3
4
.
5
0
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4
9
1
0
.
0
9
-
4
7
.
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9
1
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9
4 -67.66, 4906.77 0
.
0
0
,
4
9
1
0
.
2
6
2.0%2.0%4.0:1
2.0%2.0%
4.0:1
2.3%
16'NER'+00
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0
.
0
0
,
4
9
1
0
.
5
3 19.00, 4910.15 19.00, 4910.15 22.50, 4910.08 35.00, 4911.93 45.82, 4909.22 -12.00, 4910.80 -31.00, 4910.42 -31.00, 4910.42 -
3
4
.
5
0
,
4
9
1
0
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3
5
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4
7
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9
1
2
.
2
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.
0
0
,
4
9
1
0
.
5
3
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2.0%2.0%
4.0:1
2.3%
16'NER'+50
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4910.80 1
9
.
0
0
,
4
9
1
0
.
4
2
1
9
.
0
0
,
4
9
1
0
.
4
2 22.50, 4910.35 35.00, 4912.19 47.17, 4909.15 -12.00, 4911.06 -31.00, 4910.68 -31.00, 4910.68 -
3
4
.
5
0
,
4
9
1
0
.
6
1
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4
7
.
0
0
,
4
9
1
2
.
4
6 -56.17, 4910.17 0.00, 4910.802.0%2.0%4.0:1
2.0%2.0%4.0:1 2.2%
'NER' LINE
17'NER'+00
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4911.07 19.00, 4910.69 19.00, 4910.69 2
2
.
5
0
,
4
9
1
0
.
6
2 35.00, 4912.46 47.03, 4909.45 -
1
2
.
0
0
,
4
9
1
1
.
3
2 -31.00, 4910.94 -31.00, 4910.94 -34.50, 4910.87 -47.00, 4912.72 -
5
2
.
3
5
,
4
9
1
1
.
3
8 0.00, 4911.072.0%2.0%4.0:1
2.0%2.0%4.0:1 2.1%
17'NER'+50
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0
.
0
0
,
4
9
1
1
.
3
4 19.00, 4910.96 19.00, 4910.96 22.50, 4910.89 35.00, 4912.73 45.68, 4910.06 -12.00, 4911.58 -31.00, 4911.20 -31.00, 4911.20 -34.50, 4911.13 -47.00, 4912.98 -52.79, 4911.53 0
.
0
0
,
4
9
1
1
.
3
4
2.0%2.0%4.0:1
2.0%2.0%4.0:1 2.1%
18'NER'+00
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0
.
0
0
,
4
9
1
1
.
6
0 19.00, 4911.22 19.00, 4911.22 22.50, 4911.15 35.00, 4913.00 4
7
.
6
1
,
4
9
0
9
.
8
5 -12.00, 4911.84 -31.00, 4911.46 -31.00, 4911.46 -34.50, 4911.39 -47.00, 4913.24 -52.78, 4911.79 0
.
0
0
,
4
9
1
1
.
6
0
2.0%2.0%4.0:1
2.0%2.0%4.0:1 2.0%
18'NER'+50
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4911.96 19.00, 4911.70 19.00, 4911.70 22.50, 4911.63 35.00, 4913.47 4
9
.
1
2
,
4
9
0
9
.
9
4 -12.00, 4912.11 -31.00, 4911.73 -31.00, 4911.73 -34.50, 4911.66 -47.00, 4913.50 -57.71, 4910.82 0.00, 4911.961.4%2.0%
4.0:1
2.0%2.0%
4.0:1 1.2%
'NER' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X2 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS02
40 of 44GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONSNOT FOR CONSTRUCTIONREVIEW SET6/30/2020
**Mask all text in line work & hatching.**
19'NER'+00
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0
.
0
0
,
4
9
1
2
.
3
1 19.00, 4912.29 19.00, 4912.29 22.50, 4912.22 35.00, 4914.07 50.60, 4910.17 -12.00, 4912.37 -
3
0
.
6
9
,
4
9
1
1
.
9
9
-
3
0
.
6
9
,
4
9
1
1
.
9
9 -34.19, 4911.92 -
4
7
.
0
0
,
4
9
1
3
.
7
9
-82.64, 4904.88 0
.
0
0
,
4
9
1
2
.
3
1
0.1%2.0%
4.0:1
2.0%2.0%
4.0:1
0.4% 0.00, 4912.14 19.00, 4912.00 19.00, 4912.00 2
2
.
5
0
,
4
9
1
1
.
9
3 35.00, 4913.77 49.90, 4910.05 -12.00, 4912.24 -31.00, 4911.86 -31.00, 4911.86 -34.50, 4911.79 -
4
7
.
0
0
,
4
9
1
3
.
6
3 -59.83, 4910.42 0.00, 4912.140.7%2.0%
4.0:1
2.0%2.0%
4.0:1
0.8%18'NER'+75
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
'NER' LINE
11'NEL'+40
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
00-20-40-60-80 -19.84, 4911.53 -
2
3
.
3
5
,
4
9
1
1
.
4
7 -80.96, 4904.47 -67.90, 4907.63 -67.90, 4907.63 -43.93, 4913.50 0.00, 4911.85 3
.
0
0
,
4
9
1
1
.
9
1 0.00, 4911.854.1:1
1.6%
11'NEL'+64
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
00-20-40-60-80-100-120-140 -78.87, 4904.51 -21.23, 4911.15 -41.96, 4913.22 -
0
.
0
1
,
4
9
1
1
.
5
1 -17.69, 4911.21 2
.
9
9
,
4
9
1
1
.
5
7
-
0
.
0
1
,
4
9
1
1
.
5
1
4.2:1
1.7%
'NEL' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X3 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS03
41 of 44GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONSNOT FOR CONSTRUCTIONREVIEW SET**Mask all text in line work & hatching.**
6/30/2020
14'NWR'+50
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4910.73 12.32, 4910.49 12.32, 4910.49 15.82, 4910.42 35.00, 4912.39 6
6
.
8
4
,
4
9
0
4
.
4
3 -17.28, 4910.39 -17.28, 4910.39 -20.77, 4910.32 -17.28, 4910.39 -17.28, 4910.39 -35.79, 4912.22 -
6
4
.
8
6
,
4
9
0
4
.
9
6
2.0%2.0%
4.0:1
2.0%2.0%
4.0:1
15'NWR'+00
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400
0
.
0
0
,
4
9
1
1
.
0
1
1
8
.
0
4
,
4
9
1
0
.
6
6 14.51, 4910.73 47.65, 4910.54 47.65, 4910.54 3
8
.
8
0
,
4
9
1
2
.
6
9 61.16, 4907.29 61.16, 4907.29 70.26, 4905.14 70.26, 4905.14 77.26, 4903.532.0%2.0%2.1%4.1:1
4.2:1
4.2:1
4.3:1
15'NWR'+35
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 1000 0.00, 4911.28 17.69, 4910.98 -3.00, 4911.34 21.23, 4910.91 64.98, 4907.22 64.98, 4907.22 41.80, 4912.94 79.41, 4903.56 79.41, 4903.561.7%2.1%
4.1:1
4.1:1
'NWR' LINE
13'NWR'+00
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0
.
0
0
,
4
9
0
9
.
6
1 19.00, 4909.23 19.00, 4909.23 22.50, 4909.16 35.00, 4911.01 46.62, 4908.10 0
.
0
0
,
4
9
0
9
.
6
1 -19.00, 4909.23 -19.00, 4909.23 -22.50, 4909.16 -35.00, 4911.01 -46.73, 4908.072.0%2.0%4.0:1
2.0%2.0%
4.0:1
13'NWR'+95
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 23.24, 4909.98 19.63, 4910.05 19.63, 4910.05 19.63, 4910.05 19.63, 4910.05 0.00, 4910.46 81.58, 4900.76 71.98, 4903.09 71.98, 4903.09 59.78, 4906.06 59.78, 4906.06 3
9
.
8
6
,
4
9
1
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9
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3
9
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6
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1
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6
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1
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.
6
3
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9
1
0
.
1
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9
.
6
3
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4
9
1
0
.
1
0 -23.24, 4910.04 0.00, 4910.46 -
1
9
.
6
3
,
4
9
1
0
.
1
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9
.
6
3
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1
0
.
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9
.
8
6
,
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9
1
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1 -36.16, 4911.90 -
3
9
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6
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9
1
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.
7
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6
.
2
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5
9
.
7
9
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9
0
6
.
2
1 -78.25, 4901.762.1%1.8%
4.1:1
4.1:1
4.1:1
4.1:11.8%2.1%4.2:1
4.2:1
4.2:1
14'NWR'+00
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.00, 4910.48 18.57, 4910.11 18.57, 4910.11 22.07, 4910.04 35.00, 4911.89 68.38, 4903.55 0.00, 4910.48 -19.00, 4910.10 -19.00, 4910.10 -22.50, 4910.03 -35.00, 4911.88 -68.86, 4903.412.0%2.0%
4.0:1
2.0%2.0%
4.0:1
0.00, 4910.19 19.00, 4909.81 19.00, 4909.81 22.50, 4909.74 35.00, 4911.58 5
8
.
2
0
,
4
9
0
5
.
7
8 0.00, 4910.19 -19.00, 4909.81 -19.00, 4909.81 -22.50, 4909.74 -
3
5
.
0
0
,
4
9
1
1
.
5
8 -50.23, 4907.772.0%2.0%
4.0:1
2.0%2.0%
4.0:1
13'NWR'+50
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
SKEWED SECTION OVER CULVERT
'NWR' LINE
15'NWL'+00
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
00-20-40-60-80-100-120-140
0
.
0
0
,
4
9
1
1
.
0
3 -13.93, 4910.75 -13.93, 4910.75 -17.43, 4910.68 -37.96, 4912.69 -69.69, 4904.75 -50.98, 4909.45 -
5
7
.
6
4
,
4
9
0
7
.
7
9
-
5
7
.
6
4
,
4
9
0
7
.
7
9
2.0%2.0%
4.0:1
15'NWL'+37
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
00-20-40-60-80-100-120-140 3.00, 4911.48 0.00, 4911.42 0.00, 4911.42 -16.10, 4911.16 -16.11, 4911.16 -19.63, 4911.10 -
4
0
.
3
0
,
4
9
1
3
.
1
6 -55.54, 4909.43 -55.54, 4909.43 -76.16, 4904.441.6%
4.1:1
4.1:1
'NWL' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X4 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS04
42 of 44GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONSNOT FOR CONSTRUCTIONREVIEW SET6/30/2020
**Mask all text in line work & hatching.**
20'SER'+15
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 800 65.98, 4907.52 59.98, 4908.97 19.66, 4911.72 16.13, 4911.78 59.98, 4908.97 40.36, 4913.76 0
.
0
0
,
4
9
1
2
.
0
5 16.12, 4911.78 -3.00, 4912.114.1:1
2.2%
4.1:1
1.6%
20'SER'+50
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 1000 0.00, 4911.52 14.02, 4911.24 14.02, 4911.24 17.52, 4911.17 38.03, 4913.18 60.70, 4907.51 -2.50, 4911.572.0%2.0%
4.0:1
20'SER'+70
4880
4890
4900
4910
4920
4880
4890
4900
4910
4920
0 20 40 60 80 1000-20-40-60-80 0.00, 4911.22 13.51, 4910.95 13.51, 4910.95 17.01, 4910.88 37.52, 4912.89 59.11, 4907.49 -
2
.
7
8
,
4
9
1
1
.
2
4
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1
6
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4
9
1
1
.
0
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1
9
.
6
5
,
4
9
1
0
.
9
5 -40.60, 4913.04 -61.11, 4908.252.0%2.0%
4.0:1
1.8%1.8%2.3%2.4%
4.3:1
'SER' LINE
20'SEL'+17
4890
4900
4910
4920
4930
4890
4900
4910
4920
4930
00-20-40-60-80
2
.
9
7
,
4
9
1
2
.
2
4
-
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0
3
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4
9
1
2
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3
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4
9
1
2
.
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6
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1.9%2.2%
4.1:1
20'SEL'+50
4880
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4920
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6
3
.
7
4
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0
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4.2:1
'SEL' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X5 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS05
43 of 44GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONSNOT FOR CONSTRUCTIONREVIEW SET**Mask all text in line work & hatching.**
6/30/2020
10'SWR'+75
4880
4890
4900
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4890
4900
4910
4920
0 20 40 600
0
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1 17.02, 4909.87 57.39, 4908.03 4
9
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5.0:1
4.7:1
5.1:1
11'SWR'+00
4880
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4880
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4900
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0 20 40 600
11'SWR'+30
4880
4890
4900
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4880
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4900
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0 20 40 600
10'SWR'+50
4880
4890
4900
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0 20 40 600-20-40-60-80-100-120-140 0.00, 4909.60 -
1
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4 -18.64, 4911.05 79.04, 4907.49 74.71, 4906.87 1
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0 14.26, 4909.36 36.55, 4907.33 20.84, 4911.091.7%2.0%2.0%
4.0:1
2.4%
8.5:1
4.2:1
-51.78, 4902.77'SWR' LINE
46.35, 4906.27 75.00, 4906.91 62.05, 4908.68 76.27, 4906.89 67.10, 4906.8810'SWL'+75
4880
4890
4900
4910
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4880
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4900
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00-20-40-60-80-100-120-140 0.00, 4909.99 -13.41, 4909.72 -13.41, 4909.72 -16.91, 4909.65 -
5
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4.0:1
11'SWL'+02
4880
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00-20-40-60-80-100-120-140
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4.0:1
1.9%
11'SWL'+35
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-
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6
8
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2 -66.57, 4906.61 -66.57, 4906.61 -80.12, 4903.38 -47.98, 4911.10 -47.98, 4911.10 -41.46, 4912.68 0.00, 4910.96 -17.14, 4910.69 3.00, 4911.022.2%2.2%
4.2:1
4.1:1
4.1:1 1.6%
'SWL' LINE
Sheet
DRAWING FILENAME: C:\WORKING DIRECTORY\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X6 PLOT DATE: 4/23/20203665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS06
44 of 44GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONSNOT FOR CONSTRUCTIONREVIEW SET**Mask all text in line work & hatching.**
6/30/2020