HomeMy WebLinkAboutRIDGEWOOD HILLS - FDP230019 - SUBMITTAL DOCUMENTS - ROUND 2 - Responses (13)76' ROW
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MINOR COLLECTOR STREET
AVONDALE ROAD
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LOCAL CONNECTOR STREET
STRASBURG DRIVE STA 22+90 TO 28+25
TORREYS ST STA 49+05 TO 49+60
FIELD VIEW DR STA 40+00 TO 45+25
CASTLE VIEW DR
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6-LANE ARTERIAL
COLLEGE AVENUE
(FUTURE SECTION)
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12'12'12'8'9'8'15' UTILEASEMENT
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STRASBURG DRIVE STA 20+00.00 TO STA 22+90
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LOCAL CONNECTOR STREET W/ ROLLOVER (RIGHT)
FIELD VIEW DR STA 45+25 TO 45+50
TORREYS ST STA 45+50 TO 49+05
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LOCAL CONNECTOR STREET W/ ROLLOVER (LEFT)
STRASBURG DRIVE STA 28+25 TO 28+46
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FINAL UTILITY PLANS FOR:
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.
INDEMNIFICATION STATEMENT:
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.
CERTIFICATION STATEMENT:
UTILITY CONTACT LIST: *
GAS Xcel Energy Stephanie Rich (970) 225-7828
ELECTRIC City of Fort Collins Light and Power Janet Mctague (970) 224-6152
CABLE Xfinity Don Kapperman (970) 484-7166
TELECOM. Centurylink William Johnson (970) 377-6401
WATER FCLWD Chris Pletcher (970) 226-3104
WASTEWATER SFCSD Chris Pletcher (970) 226-3104
STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6700
UTILITY COMPANY CONTACT PHONE NUMBER
* ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
PROJECT BENCHMARKS:
BENCHMARKS
PROJECT DATUM: NAVD 88
BENCHMARK 'DYER': FOUND 2-1/2" ALUMINUM CAP. LOCATED ON THE WEST SIDE OF S. COLLEGE AVENUE AND SOUTH OF CARPENTER ROAD.
ELEVATION = 5031.85' (NAVD 88)
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USEDNGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWINGEQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19'.
SCALE: NTS
SHEET INDEX
VICINITY MAP
COVER SHEET
C0.0
C0.0 COVER SHEET
C0.1 GENERAL NOTES
C1.0-C1.1 EXISTING CONDITIONS & DEMOLITION PLAN
C2.0-C2.5 HORIZONTAL CONTROL PLAN
C3.0-C3.3 PHASING PLAN
C4.0 OVERALL GRADING PLAN
C4.1-C4.12 DETAILED GRADING PLAN
C5.0-C5.8 UTILITY PLAN
C5.9-C5.10 WATER DETAILS
C6.0-C6.13 STORM DRAIN PLAN & PROFILE
C6.14-C6.21 STORM DRAIN DETAILS
C7.0-C7.3 NORTH LOUDEN IRRIGATION DITCH PLAN & PROFILES
C7.4-C7.5 NORTH LOUDEN IRRIGATION DITCH DETAILS
C8.0-C8.7 SANITARY SEWER PLAN & PROFILE
C8.8 SANITARY SEWER DETAILS
C9.0-C9.4 ROADWAY PLAN AND PROFILES
C9.5-C9.14 ROADWAY SECTIONS
C9.15 FUTURE US HWY 287 SECTION PLAN
C9.16 US HWY 287 CROSS SECTIONS
C9.17-C9.19 INTERSECTION DETAILS
C9.20-C9.22 SITE DETAILS
C10.0-C10.1 SIGNAGE AND STRIPING PLAN
C11.0-C11.1 EROSION CONTROL PLAN
C11.2-C11.4 EROSION CONTROL DETAILS
C12.0-C12.1 DRAINAGE PLAN
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STAMP
Date:
Drawn By:
Project No:
Checked By:
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Init.# Issue / DescriptionDate
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
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08.16.2023
GNK000010
JEP
DBC
PRE
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Goodwin Knight
Mark Johnson, RLA
8605 Explorer Dr., Suite 250
Colorado Springs, Colorado 80920
719.598.5192
DEVELOPER / APPLICANT
GEOTECHNICAL ENGINEER
CTL Thompson, Inc.
8605 Explorer Drive, Suite 250
Colorado Springs, Colorado 80920
970.206.9455
PROJECT TEAM:
Russell + Mills Studios
John Beggs
141 S. College Avenue, Suite 104
Fort Collins, Colorado 80524
970.484.8855
PLANNER/
LANDSCAPE ARCHITECT
Galloway & Company
James E. Prelog
5265 Ronald Reagan Blvd., Suite 210
Johnstown, Colorado 80534
970.800.3300
SITE ENGINEER / SURVEYOR
russell millsstudios+
RIDGEWOOD HILLS - FIFTH FILING
PART OF THE SOUTHEAST QUARTER OF SECTION 14
ALL IN T. 6 N., R. 69 W. OF THE 6TH P.M.,
FORT COLLINS, LARIMER COUNTY, COLORADO
AUGUST 2023
S.
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TRIANGLE
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STRASBURG
DRIVE
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS,
TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR
INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING
AGENCY.
4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY
MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED
SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
Know what's
before you dig.
Irrigation Line shall be constructed in accordance
with North Louden Ditch Company Standard
Specifications Except as Noted.
NORTH LOUDEN DITCH COMPANY
BY DATE
TITLE
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
POUDRE VALLEY REA
APPROVED BY:DATE:
TITLE:
XCEL ENERGY
APPROVED BY:DATE:
TITLE:
COMCAST
APPROVED BY:DATE:
TITLE:
DRY UTILITY - UTILITY PLAN APPROVAL
FORT COLLINS LIGHT & POWER
APPROVED BY:DATE:
TITLE:
08.16.202308.16.202308.16.2023
A.PROPERTY DESCRIPTION
PARCEL 1:
TRACT A,
SHENANDOAH P.U.D., FILING ONE, IN THE CITY OF FORT COLLINS,
COUNTY OF LARIMER,
STATE OF COLORADO.
PARCEL 2:
THAT PORTION OF THE E ½ OF THE SE ¼ OF SECTION 14, TOWNSHIP 6 NORTH, RAGE 69 WEST OF THE 6TH P.M., LARIMER COUNTY, COLORADO, DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 14;
THENCE ALONG THE SOUTH LINE OF SAID E1/2 OF THE SE ¼ OF SECTION 14 S 89°29’06” W, 50.00 FEET TO THE TRUE POINT OF BEGINNING; SAID POINT BEING ON
THE WESTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 287 AS RECORDED IN BOOK 1057 AT PAGE 548 RECORDS OF SAID COUNTY;
THENCE CONTINUING ALONG SAID SOUTH LINE OF THE E1/2 OF THE SE ¼ OF SECTION 14, S 89°29’06” W, 1269.26 FEET;THENCE ALONG THE WEST LINE OF SAID E ½
OF THE SE ¼ OF SECTION 14 N 00°20’32” E, 2659.75 FEET;THENCE ALONG THE NORTH LINE OF SAID E ½ OF THE SE ¼ OF SECTION 14 N 89°07’30” E, 1261.75 FEET TO
THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED IN BOOK 1945 AT PAGE 963 RECORDS OF SAID COUNTY;THENCE ALONG THE WESTERLY AND
SOUTHERLY LINE OF SAID TRACT THE FOLLOWING FIVE (5) COURSES AND DISTANCES:
S 00°17’09” W, 629.58 FEET;
S 03°18’54” W, 189.30 FEET;
S 06°25’24” W, 93.50 FEET;
S 00°17’19” W, 483.00 FEET;
S 89°42’51” E, 25.03 FEET TO WEST RIGHT-OF-WAY LINE OF STATE HIGHWAY 287 AS RECORDED IN BOOK 1057 AT PAGE 584, RECORDS OF SAID COUNTY,
THENCE ALONG SAID WEST RIGHT-OF-WAY LINE S00°17’09” W, 1272.96 FEET TO THE TRUE POINT OF BEGINNING;EXCEPT ANY PORTION CONTAINED IN DEEDS
RECORDED APRIL 23, 1979 IN BOOK 1945 AT PAGE 963 AND JANUARY 18, 1994 AT RECEPTION NO. 94005306, AND DECEMBER 31, 1997 AT RECEPTION NO. 97088249,
AND JULY 23, 2002 AT RECEPTION NO. 2002077968 AND NOVEMBER 25, 2002 AT RECEPTION NO. 2002126479,COUNTY OF LARIMER, STATE OF COLORADO.
PARCEL 3:
THAT PROPERTY DESCRIBED IN DEED RECORDED NOVEMBER 25, 2002 AT RECEPTION
NO. 2002126478, MORE FULLY DESCRIBED AS FOLLOWS:
A TRACT OF LAND LOCATED IN THE EAST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER,
STATE OFCOLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
CONSIDERING THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 14 AS BEARING
SOUTH 00°07'59" EAST, AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 14; THENCE ALONG THE SOUTH LINE OF SAID SOUTHEAST 1/4, SOUTH 89°04'09"WEST, 50.00 FEET TO
A POINT ON THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY 287 (SOUTH COLLEGE
AVENUE);
THENCE CONTINUING ALONG SAID SOUTH LINE, SOUTH 89°04'09" WEST, 647.99 FEET;
THENCE DEPARTING SAID SOUTH LINE, NORTH 00°55'51" WEST, 64.01 FEET TO THE POINT OF
BEGINNING;
THENCE, NORTH 00°55'51" WEST, 338.77 FEET;
THENCE, SOUTH 36°03'42" EAST, 277.06 FEET;
THENCE, SOUTH 53"56'18" WEST, 194.95 FEET TO THE POINT OF BEGINNING.
PARCEL 4:
A TRACT OF LAND BEING A PORTION OF TRACT C, SHENANDOAH P.U.D., LOCATED IN THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 69
WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.
CONSIDERING THE SOUTHWESTERLY LINE OF SAID TRACT C, AS BEARING NORTH 45º55'42" EAST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO:
BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID TRACT C; THENCE ALONG THE SOUTHWESTERLY LINE OF SAIDTRACT C, NORTH 45º55’42” WEST, 342.17
FEET; THENCE DEPARTING SAID LINE,
SOUTH 89º42’51” EAST, 300.46 FEET TO A POINT ON THE WESTERLY LINE OF A 40 FOOT WIDE DITCH EASEMENT RECORDED IN PLAT OF SHENANDOAH P.U.D.
RECORDED AT RECEPTION NO. 97085966 LARIMER COUNTY CLERK AND RECORDER; THENCE ALONG SAID EASEMENT LINE THE FOLLOWING FIVE (5) COURSES AND
DISTANCES, ALONG A NON-TANGENT CURVE CONCAVE TO THE SOUTHEAST HAVING A CENTRAL ANGLE OF 3º41’57” HAVING A RADIUS OF 684.00 FEET, AN ARC
LENGTH OF 44.16 FEET, AND THE CHORD OF WHICH BEARS NORTH 43º40’47” EAST, 44.15 FEET; THENCE ALONG A CURVE CONCAVE TO THE SOUTHEAST HAVING A
CENTRAL ANGLE OF 8º26’44” HAVING A RADIUS OF 684.00 FEET, AN ARC LENGTH OF 100.82 FEET, AND THE CHORD OF WHICH BEARS NORTH 49º45’08” EAST, 100.73
FEET; THENCE, NORTH 53º58’29” EAST, 21.75 FEET; THENCE ALONG A CURVE CONCAVE TO THE NORTHWEST HAVING A CENTRAL ANGLE OF
53º41’17” HAVING A RADIUS OF 60.00 FEET, AN ARC LENGTH OF 56.22 FEET, AND THE CHORD OF WHICH BEARS NORTH 27º07’51” EAST, 54.19 FEET; THENCE, NORTH
00º17’09” EAST, 203.60 FEET; THENCE DEPARTING SAID EASEMENT LINE, NORTH 45º37’40”WEST, 34.75 FEET TO A POINT ON THE NORTHERLY LINE OF TRACT C;
THENCE ALONG THE BOUNDARIES OF SAID TRACT C THE FOLLOWING FIVE (5) COURSES AND DISTANCES, NORTH 44º29’52” EAST, 36.00 FEET TO THE NORTHEAST
CORNER OF TRACT C;
THENCE, SOUTH 48º06’26” EAST, 22.63 FEET; THENCE ALONG A CURVE CONCAVE TO THE SOUTHWEST HAVING A CENTRAL ANGLE OF 24º21’32” HAVING A RADIUS OF
243.75 FEET, AN ARC LENGTH OF 103.63 FEET, AND THE CHORD OF WHICH BEARS SOUTH 33º14’25” EAST, 102.85 FEET; THENCE, SOUTH 21º03’41” EAST, 319.96 FEET
TO THE SOUTHEAST CORNER OF TRACT C; THENCE, SOUTH 57º45’56” WEST, 465.68 FEET TO THE POINT OF BEGINNING.
B. 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 5.0 feet and the maximum cover is 6.0 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 Final Drainage and Erosion Control Reports for RIDGEWOOD HILLS FILING NO. 5 dated 06.28.2023 by Galloway
and Company, 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 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: NAVD 88
BENCHMARK 'DYER': FOUND 2-1/2" ALUMINUM CAP. LOCATED ON THE WEST SIDE OF S. COLLEGE AVENUE AND SOUTH OF
CARPENTER ROAD.
ELEVATION = 5031.85' (NAVD 88)
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19'.
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.
48. Approved Variances are listed as follows: Variance request to LCUASS Chapter 7.4 to allow for reduced tangent distance between and
intersection and curve for a Residential Connector (Table 7-3).
C. CONSTRUCTION NOTES
GENERAL EROSION CONTROL REQUIREMENTS
These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict
is resolved by the more stringent requirement controlling.
1. The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing
entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in
the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and
preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual
under Chapter 4: Construction Control Measures and should be used to identify and define what is needed on a project.
2. The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the
Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to
this project.
3. The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final
stabilization of the construction site.
4. The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this
site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the
site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion
Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive
an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions.
5. The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This
includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are
not designed for removal, relocation, or replacement in the course of construction.
6. At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired,
replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result
of construction activities associated with this project.
7. All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities
commencing.
8. As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or
different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most
effective with the current state and progress of construction. The Developer shall implement whatever measures are determined necessary,
and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents
are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections and site condition updates shall be
made available upon request by the City.
9. All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including
but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most
restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control
Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations.
10. The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity,
Dewatering, Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has
begun. These permits or copies shall be made available upon request by the City.
11. The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and
self-inspections, etc. of the Control Measures involved in the construction activities.
12. The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the
site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be
responsible for any explanations, interpretations, or supplementary data provided by others.
13. All Control Measures shall be installed in accordance with the Manual.
14. The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.
15. As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be
justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual.
16. Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during
construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the
contractor.
17. All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their
intended function. 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 drainage way.
18. Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater
protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on
commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a
construction fence to prevent vehicle traffic.
19. Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the
review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures'
details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and
effectiveness in accordance with sound engineering and hydrological practices
LAND DISTURBANCE, STOCKPILES, AND STORAGE OF SOILS
20. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be
preapproved by the City. Disturbances beyond these limits will be restored to original condition.
21. Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing
and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This
should also include when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately
after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should
avoid clearing and grading activities as much possible.
22. All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent
materials from leaving the site.
23. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until
mulch, vegetation, and/or other permanent erosion control is installed.
24. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface
roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance
with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the
completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile
permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the stockpile is needed
a structural tracking Control Measure shall be implemented.
25. All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion
Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule,
construction plans, and erosion control report.
26. All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected
with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed,
the pipes shall be thoroughly cleaned out.
27. All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity
through the use of Control Measures.
28. All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall
have some form of effective sediment control as the, or as part of the, perimeter control.
29. All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport
through use of Control Measures.
30. No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding
or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes
any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City
Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary erosion control shall be
implemented with or until temporary seeding or permanent erosion control can be performed.
31. All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front
yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots
will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification.
VEHICLE TRACKING
32. At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have
installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall
be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be
protected from tracking activities).
33. In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required.
All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage
system.
34. City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or
from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a
significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to
remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps
installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street right of way (public or private).
35. If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control
Inspector.
LOADING AND UNLOADING OPERATIONS
36. The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in
close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking,
and sediment deposition that could impact water quality.
OUTDOOR STORAGE OR CONSTRUCTION SITE MATERIALS, BUILDING MATERIALS, FERTILIZERS, AND CHEMICALS
37. Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine
inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.
38. Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants,
fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not
practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not
available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in
secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least
fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections.
VEHICLE AND EQUIPMENT MAINTENANCE AND FUELING
39. Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel
storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage
ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close.
SIGNIFICANT DUST OR PARTICULATE GENERATING PROCESS
40. The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing
activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and
community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites
and discontinuing construction activities until the wind subsides as determined by any City Inspectors.
CONCRETE TRUCK / EQUIPMENT WASHING, INCLUDING THE CONCRETE TRUCK CHUTE AND ASSOCIATED FIXTURES AND EQUIPMENT
41. All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control
Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall
be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control
Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented.
These Control Measures shall be frequently cleaned out.
42. The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or
dumping wash water on to the dirt or other uncontrolled locations.
DEDICATED ASPHALT AND CONCRETE BATCH PLANTS
43. Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written
request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control
Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on
site.
CONCRETE SAW CUTTING MATERIALS
44. Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall
prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and
shall have proper and legal disposal.
WASTE MATERIALS STORAGE AND SANITARY FACILITIES
45. Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater
structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and
covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum
loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the construction site free of litter,
construction debris, and leaking containers.
46. Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities
shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from
leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage
ways.
OTHER SITE OPERATIONS AND POTENTIAL SPILL AREAS
47. Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way threaten any
stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major,
or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route,
County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline
Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills
shall be cleaned up immediately.
48. Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have
proven to cause entrapment issues.
FINAL STABILIZATION AND PROJECT COMPLETION
49. Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the
project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term
maintenance of those facility.
50. All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.
51. All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14
working days of final grading.
52. Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections
12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.
53. All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements.
54. All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed
for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than
3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of
seeding and tackification.
55. All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied
tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before
vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or
approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding does not produce vegetative cover,
another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed.
56. The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%)
vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual
Chapter 4: Construction Control Measures.
57. The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All
Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When
any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control
Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures
can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved.
58. The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization
has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site.
At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties.
D. 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. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
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 performed in the presence of an Inspector.
E. 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.
16. Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the
City Traffic Division to have them removed.
17. No "Reset" anchors, posts, signs, and/or delineators will be accepted.
18. All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria.
F. STORM DRAINAGE NOTE
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 Final Drainage and Erosion Control Reports for RIDGEWOOD HILLS FILING NO. 5 dated 06.28.2023 by Galloway
and Company, 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 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 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.
4. See City of Fort Collins Stormwater Criteria Manual - Appendix F Construction Control Measures Standard Notes and Standard Erosion Control
Notes.
G. UTILITY NOTES
1. The minimum cover over water lines is 5 feet and the maximum cover is 6 feet unless otherwise noted in the plans and approved by the water
utility.
2. Maintain 10' horizontal and 18" vertical minimum separation between all sanitary sewer & water mains.
3. Booster pumps shall not be used for irrigation systems.
4. Existing underground and overhead public and private utilities as shown are indicated according to the best information available to the engineer.
The engineer does not guarantee the accuracy of such information. Existing utility mains and services may not be straight lines or as indicated on
these drawings. The contractor shall be responsible to call all utility companies (public and private) prior to any construction to verify exact utility
locations.
5. The plumbing contractor shall terminate utility laterals 5' outside of building unless noted otherwise. Exact locations (horizontal and vertical) of all
utility connections into the proposed building shall be coordinated with approved architectural drawings.
6. All water fittings and valves are only graphically represented and are not to scale.
7. All sanitary manholes to be 4' diameter unless otherwise noted.
H. FORT COLLINS LOVELAND WATER DISTRICT AND SOUTH FORT COLLINS SANITATION DISTRICT GENERAL NOTES
1. All water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins
Sanitation District standards and specifications.
2. Construction of water and sewer facilities require a preconstruction meeting with district operations staff prior to construction.
3. Contractor shall notify district inspectors prior to starting work.
4. Contractor shall contact the sanitation district for sewer inspection 48 hours prior to connecting to existing sewer stubs.
5. If groundwater is encountered within depth of sewer construction, manholes must be water-proofed.
6. Contractor shall contact the water district for water inspection 48 hours prior to connecting to existing infrastructure.
7. All commercial domestic services require a reduced pressure principle backflow prevention device.
8. All water lines shall be a minimum of (5) five feet and a maximum of (6) six feet below final grade.
9. All district valves shall only be operated by district operations staff.
10. Pipe pressure and vacuum testing shall be witnessed by district inspectors. Waterline bacteria tests shall also be taken by district inspectors.
11. Once the System is operational and all tests have passed, contractor shall request substantial completion with a letter to the district.
12. As-Builts shall be submitted in PDF and DWG to the district for final approval.
13. Once all punchlist items are complete, easements are recorded, and as-built files are approved, the contractor shall request final completion with a
letter to the district that includes the dollar value of the water and sewer improvements listed separately.
GENERAL NOTES
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COPYRIGHTS AND INFRINGEMENTS WILL BE
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5265 Ronald Reagan Blvd., Suite 210
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COPYRIGHTS AND INFRINGEMENTS WILL BE
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COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
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5265 Ronald Reagan Blvd., Suite 210
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970.800.3300
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HANDICAP RAMP WITH TRUNCATED DOME
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1
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3
4 OUT-FALL CURB
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COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
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06.28.2023
GNK000010
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4 OUT-FALL CURB
C2.1
C2.0
C2.2
C2.3
C2.4 C2.5
08.16.202308.16.2023
-
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-
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Checked By:
Init.# Issue / DescriptionDate
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COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
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GNK000010
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PLAN
C2.5
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08.16.202308.16.2023
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AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
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T
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N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
SITE & VERTICAL PHASING
PLAN
C3.0
SCALE: 1"=60'
0 30 6010
NOTES:
LEGEND:
PROJECT BOUNDARY
PHASE LINE
PHASE 1
TOWNHOMES
1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND
INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET
REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY
RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE.
4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES
IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN
DURING THE CONSTRUCTION OF THE NEXT PHASE.
5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE.
6. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE
TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT
WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE
COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2'
FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE.
7. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE
CONSTRUCTION.
PHASE 1A
PHASE
COTTAGES
PHASE
MULTI-
FAMILY
PHASE
KEYMAP
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S
E
D
RO
A
D
W
A
Y
END OF PHASE ROADWAY
AND UTILITY TERMINATIONS
END OF ROAD MARKER
SEE DETAIL SHEET C9.22
RIPRAP PAD
CONSTRUCT SANITARY TO
NEXT MANHOLE8" SS
8" W8" W
8" SS
RIPRAP PAD
CONSTRUCT STORM TO
NEXT MANHOLE
C3.0
MATCHLINE-SEE SHEET C3.1
08.16.202308.16.2023
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T
T
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T
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
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AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
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CO
N
S
T
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06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
SITE & VERTICAL PHASING
PLAN
C3.1
SCALE: 1"=60'
0 30 6010
NOTES:
LEGEND:
PROJECT BOUNDARY
PHASE LINE
PHASE 1
TOWNHOMES
1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND
INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET
REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY
RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE.
4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES
IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN
DURING THE CONSTRUCTION OF THE NEXT PHASE.
5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE.
6. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE
TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT
WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE
COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2'
FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE.
7. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE
CONSTRUCTION.
PHASE 1A
PHASE
COTTAGES
PHASE
MULTI-
FAMILY
PHASE
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
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B
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A
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A
L
E
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TEMP. FIRE HYDRANT
PR
O
P
O
S
E
D
RO
A
D
W
A
Y
END OF PHASE ROADWAY
AND UTILITY TERMINATIONS
END OF ROAD MARKER
SEE DETAIL SHEET C9.22
RIPRAP PAD
CONSTRUCT SANITARY TO
NEXT MANHOLE8" SS
8" W8" W
8" SS
RIPRAP PAD
CONSTRUCT STORM TO
NEXT MANHOLE
C3.1
C3.0
MATCHLINE-SEE SHEET C3.0
08.16.202308.16.2023
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Checked By:
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AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
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C
T
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06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
UTILITY PHASING PLAN
C3.2
SCALE: 1"=60'
0 30 6010
NOTES:
1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND
INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET
REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY
RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE.
4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES
IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN
DURING THE CONSTRUCTION OF THE NEXT PHASE.
5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE.
6. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE
TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT
WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE
COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2'
FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE.
7. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE
CONSTRUCTION.
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
R
G
D
R
TRIA
N
G
L
E
D
R
A
V
O
N
D
A
L
E
R
D
TEMP. FIRE HYDRANT
PR
O
P
O
S
E
D
RO
A
D
W
A
Y
END OF PHASE ROADWAY
AND UTILITY TERMINATIONS
END OF ROAD MARKER
SEE DETAIL SHEET C9.22
RIPRAP PAD
CONSTRUCT SANITARY TO
NEXT MANHOLE8" SS
8" W8" W
8" SS
RIPRAP PAD
CONSTRUCT STORM TO
NEXT MANHOLE
C3.3
C3.2
MATCHLINE-SEE SHEET C3.3
08.16.202308.16.2023
S
S
S
S
S
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S
S
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-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
UTILITY PHASING PLAN
C3.3
SCALE: 1"=60'
0 30 6010
NOTES:
1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND
INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET
REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY
RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE.
4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES
IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN
DURING THE CONSTRUCTION OF THE NEXT PHASE.
5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE.
6. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE
TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT
WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE
COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2'
FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE.
7. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE
CONSTRUCTION.
KEYMAP
US
H
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2
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7
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TEMP. FIRE HYDRANT
PR
O
P
O
S
E
D
RO
A
D
W
A
Y
END OF PHASE ROADWAY
AND UTILITY TERMINATIONS
END OF ROAD MARKER
SEE DETAIL SHEET C9.22
RIPRAP PAD
CONSTRUCT SANITARY TO
NEXT MANHOLE8" SS
8" W8" W
8" SS
RIPRAP PAD
CONSTRUCT STORM TO
NEXT MANHOLE
C3.3
C3.2
MATCHLINE-SEE SHEET C3.2
08.16.202308.16.2023
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A
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Y
P
L
A
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FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
C4.1
OVERALL GRADING PLAN
C4.0
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
08.16.202308.16.2023
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H
F
I
L
I
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G
FI
N
A
L
U
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I
L
I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.1
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
KEYMAP
US
H
W
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2
8
7
ST
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B
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D
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TRIA
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G
L
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D
A
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E
R
D
MATCHLINE-SEE SHEET C4.3
C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MA
T
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Drawn By:
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I
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A
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.2
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
KEYMAP
US
H
W
Y
2
8
7
ST
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A
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B
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4
.
1
MATCHLINE-SEE SHEET C4.4
C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
08.16.202308.16.2023
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H:
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I
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Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.3
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
KEYMAP
US
H
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2
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MATCHLINE-SEE SHEET C4.6
C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MATCHLINE-SEE SHEET C4.1
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P
L
A
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FO
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T
C
O
L
L
I
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S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.4
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
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G
D
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TRIA
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L
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MATCHLINE-SEE SHEET C4.2
MATCHLINE-SEE SHEET C4.5
C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
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A
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.5
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
MA
T
C
H
L
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E
-
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E
E
S
H
E
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T
C
4
.
6
MATCHLINE-SEE SHEET C4.4
KEYMAP
US
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C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
08.16.202308.16.2023
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A
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.6
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
MA
T
C
H
L
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E
-
S
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E
S
H
E
E
T
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7
KEYMAP
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2
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D
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TRIA
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C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MA
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MATCHLINE-SEE SHEET C4.3
MATCHLINE-SEE SHEET C4.9
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Drawn By:
Project No:
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F
I
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FI
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A
L
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I
L
I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.7
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
MA
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C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MATCHLINE-SEE SHEET C4.8
08.16.202308.16.2023
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F
T
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F
I
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Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.8
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
MA
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-
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KEYMAP
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C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MATCHLINE-SEE SHEET C4.10
MATCHLINE-SEE SHEET C4.7
08.16.202308.16.2023
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T
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-
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Date:
Drawn By:
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Checked By:
H:
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F
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F
T
H
F
I
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FI
N
A
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I
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.9
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
MA
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KEYMAP
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C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MATCHLINE-SEE SHEET C4.11
MATCHLINE-SEE SHEET C4.6
08.16.202308.16.2023
T
T
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Date:
Drawn By:
Project No:
Checked By:
H:
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H
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F
I
F
T
H
F
I
L
I
N
G
FI
N
A
L
U
T
I
L
I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.10
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
MA
T
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-
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H
E
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C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MATCHLINE-SEE SHEET C4.12
MATCHLINE-SEE SHEET C4.8
08.16.202308.16.2023
T
T
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STM
STM
STM
ST
M
STM
STM
STM
STM
STM
STMSTM
-
-
-
-
-
-
-
-
-
-
-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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2
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Init.# Issue / DescriptionDate
RI
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O
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H
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S
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F
I
F
T
H
F
I
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FI
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A
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.11
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
MA
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C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MATCHLINE-SEE SHEET C4.9
MATCHLINE-SEE SHEET C4.12
08.16.202308.16.2023
STM
STM
-
-
-
-
-
-
-
-
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-
-
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STAMP
Date:
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Project No:
Checked By:
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RI
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
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CO
N
S
T
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C
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N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
DETAILED GRADING PLAN
C4.12
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
EXISTING MANHOLE
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM SEWER
TRANSITION
PROPOSED STORM INLET
LEGEND:
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
TOP OF GRATE ELEVATION
FLOW LINE ELEVATION
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN
PLUS 5000 FEET (39.81 = 5039.81).
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT
OR FINISHED GRADE FOR LANDSCAPE AREAS.
4. ADA PARKING STALLS HAVE A 2% MAXIMUM SLOPE IN ANY DIRECTION.
5. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. REFER
TO LANDSCAPE AND SITE PLANS.
6. THE ROBERT BENSON LATERAL FROM THE NORTH LOUDEN DITCH IS OWNED BY THE CITY OF FORT
COLLINS WHO USES THE DITCH TO CONVEY IRRIGATION WATER. APPROVAL FROM THE IRRIGATION
DITCH OWNER IS REQUIRED PRIOR TO ANY WORK ON THE DITCH OR IN ITS EASEMENT, AS WELL AS
BEFORE ANY STORMWATER CAN BE DISCHARGED, OR PLANNED TO BE DISCHARDED INTO THE DITCH.
NOTES:
HIGH POINT ELEVATION
LOW POINT ELEVATION
EDGE OF CONCRETE
EXISTING NATURAL HABITAT BUFFER ZONE
EXISTING CITY OF FORT COLLINS WETLAND
SCALE: 1"=20'
0 10 20
MATCHLINE-SEE SHEET C4.10
KEYMAP
US
H
W
Y
2
8
7
ST
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A
S
B
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D
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TRIA
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C4.1 C4.2
C4.3 C4.4
C4.6 C4.5C4.7
C4.9C4.8
C4.11C4.10
C4.12
MATCHLINE-SEE SHEET C4.11
08.16.202308.16.2023
S
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S
S
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STAMP
Date:
Drawn By:
Project No:
Checked By:
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Init.# Issue / DescriptionDate
RI
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
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CO
N
S
T
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06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
C5.1
C5.2
C5.3
C5.4
C5.5 C5.6
OVERALL UTILITY PLAN
C5.0
W
SS
W
SS
S
08.16.202308.16.2023
S
S
M
VTTE
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E
S
S
M
VTTE
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-
-
-
-
-
-
-
-
-
-
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-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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Init.# Issue / DescriptionDate
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
UTILITY PLAN
C5.1
W
SS
W
SS
S
SCALE: 1"=30'
0 15 30
KEYMAP
US
H
W
Y
2
8
7
ST
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A
S
B
U
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D
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N
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N
D
A
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C5.2
C5.1
C5.3
C5.4
C5.5 C5.6
MATCHLINE-SEE SHEET C5.2
08.16.202308.16.2023
S
S
S
S
MV
MV
MV
T
T
T
T
MV
E
E
E
E
E
E
-
-
-
-
-
-
-
-
-
-
-
-
-
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STAMP
Date:
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Project No:
Checked By:
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Init.# Issue / DescriptionDate
RI
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H
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
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N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
UTILITY PLAN
C5.2
W
SS
W
SS
S
SCALE: 1"=30'
0 15 30
KEYMAP
US
H
W
Y
2
8
7
ST
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A
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D
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C5.2C5.3
C5.4
C5.5 C5.6
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.
3
MATCHLINE-SEE SHEET C5.1
C5.1
08.16.202308.16.2023
S
S
S
S
S
S
S
S
S
S
S
S
S
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S
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S
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F
F
F
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F
F
F
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F
F
F
F
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F F
F
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F
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F
S
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F
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T
T
F
F
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F
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T
T
T
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T
T
T
S
T
E
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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RI
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S
,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
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C
T
I
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N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
UTILITY PLAN
C5.3
W
SS
W
SS
S
SCALE: 1"=30'
0 15 30
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
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B
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D
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TRIA
N
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D
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A
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N
D
A
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C5.2C5.3
C5.4
C5.5 C5.6
MA
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S
H
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5
.
2
MATCHLINE-SEE SHEET C5.4
08.16.202308.16.2023
S
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S
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S
S
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S
S
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S
S
S
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S
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MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
M
V
M
V
M
V
M
V
M
V
T
T
T
T
T
T
T
M
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F
F
F
F
F
F
F
F F
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F
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F
T
E
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T
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-
-
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-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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COPYRIGHTS AND INFRINGEMENTS WILL BE
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5265 Ronald Reagan Blvd., Suite 210
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06.28.2023
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5265 Ronald Reagan Blvd., Suite 210
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970.800.3300
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06.28.2023
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JEP
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5265 Ronald Reagan Blvd., Suite 210
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970.800.3300
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06.28.2023
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5265 Ronald Reagan Blvd., Suite 210
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970.800.3300
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06.28.2023
GNK000010
JEP
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PRE
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COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
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5265 Ronald Reagan Blvd., Suite 210
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970.800.3300
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06.28.2023
GNK000010
JEP
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PRE
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UTILITY PLAN - PRIVATE
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COPYRIGHTS AND INFRINGEMENTS WILL BE
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5265 Ronald Reagan Blvd., Suite 210
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970.800.3300
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06.28.2023
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JEP
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PRE
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08.16.202308.16.2023
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COPYRIGHTS AND INFRINGEMENTS WILL BE
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5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
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06.28.2023
GNK000010
JEP
DBC
PRE
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08.16.202308.16.2023
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0
0
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a
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a
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M
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o
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/
2
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2
0
2
3
Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
F
I
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I
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FI
N
A
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I
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I
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Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
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G
D
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TRIA
N
G
L
E
D
R
A
V
O
N
D
A
L
E
R
D
STORM A 10+00.00 20+67.27
50'5'
STORM A PLAN AND
PROFILE
C6.0
08.16.202308.16.2023
S
S
MVT
T
E
E
S
S
M
VTTE
E
E
S
S
T
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KEYMAP
US
H
W
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2
8
7
ST
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A
S
B
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N
G
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D
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A
V
O
N
D
A
L
E
R
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
\
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\
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K
n
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C
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a
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M
a
t
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o
-
6
/
2
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/
2
0
2
3
Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
F
I
L
I
N
G
FI
N
A
L
U
T
I
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM A-2 20+00.00 20+10.85
50'5'
SCALE: 1"=50'
0 20 5010
STORM A-3 30+00.00 32+46.90
50'5'
SCALE: 1"=50'
0 20 5010
STORM A-8 80+00.00 80+17.00
50'5'
A-2
A-3
A-8
STORM A-2, A-3, A-8 PLAN
AND PROFILE
C6.1
08.16.202308.16.2023
S
S
MV
T
T
MV
E
E
S
S
S
MV
T
T
MV
E
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KEYMAP
US
H
W
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2
8
7
ST
R
A
S
B
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G
D
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TRIA
N
G
L
E
D
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A
V
O
N
D
A
L
E
R
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
\
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\
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o
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K
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M
a
t
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o
-
6
/
2
8
/
2
0
2
3
Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
F
I
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I
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G
FI
N
A
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U
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I
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM A-9 90+00.00 92+80.13
50'5'
SCALE: 1"=50'
0 20 5010
STORM A-10 100+00.00 102+44.86
50'5'
A-9
A-10
STORM A-9, A-10 PLAN AND
PROFILE
C6.2
08.16.202308.16.2023
S
S
S
MV
MV
T
T
MV
E
E
SS
MVMV
T
T
E
KEYMAP
US
H
W
Y
2
8
7
ST
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A
S
B
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G
D
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TRIA
N
G
L
E
D
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A
V
O
N
D
A
L
E
R
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
\
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\
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M
a
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6
/
2
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2
0
2
3
Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
F
I
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I
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G
FI
N
A
L
U
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I
L
I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM A-11 110+00.00 113+26.70
50'5'
SCALE: 1"=50'
0 20 5010
STORM A-11.1 100+00.00 102+44.86
50'5'
A-11
A-11.1
STORM A-11, A-11.1 PLAN
AND PROFILE
C6.3
08.16.202308.16.2023
S
S
MVTTE
E
S
M
VT
E
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Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM A-13 130+00.00 130+13.41
50'5'
SCALE: 1"=50'
0 20 5010
STORM A-14 140+00.00 140+30.92
50'5'
A-13
A-14
STORM A-18, A-13, A-14
PLAN AND PROFILE
C6.4
SCALE: 1"=50'
0 20 5010
STORM A-18 180+00.00 181+80.28
50'5'
A-18
08.16.202308.16.2023
S
M
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E
KEYMAP
US
H
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2
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-
-
-
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-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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H
F
I
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A
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T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM A-15 150+00.00 151+00.95
50'5'
A-15
A-16
SCALE: 1"=50'
0 20 5010
STORM A-16 160+00.00 161+23.73
50'5'
SCALE: 1"=50'
0 20 5010
STORM A-17 170+00.00 170+28.91
50'5'
A-17
STORM A-15, A-16, A-17
PLAN AND PROFILE
C6.5
08.16.202308.16.2023
MV
MV MV
MV
E
E
EE
KEYMAP
US
H
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8
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D
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O
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-
-
-
-
-
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-
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-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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F
T
H
F
I
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FI
N
A
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM B 20+00.00 27+36.72
50'5'
STORM B PLAN AND
PROFILE
C6.6
08.16.202308.16.2023
MV
MV
EE
S
S
F F
F
F
F
S
T
S
E
KEYMAP
US
H
W
Y
2
8
7
ST
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A
S
B
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G
D
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TRIA
N
G
L
E
D
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A
V
O
N
D
A
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E
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D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
\
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Init.# Issue / DescriptionDate
RI
D
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E
W
O
O
D
H
I
L
L
S
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F
I
F
T
H
F
I
L
I
N
G
FI
N
A
L
U
T
I
L
I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
B-1
SCALE: 1"=50'
0 20 5010
STORM B-1 10+00.00 11+30.06
50'5'
STORM B-1, B-2 PLAN &
PROFILE
C6.7
SCALE: 1"=50'
0 20 5010
STORM B-2 20+00.00 END
50'5'
B-2
08.16.202308.16.2023
S
S
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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Init.# Issue / DescriptionDate
RI
D
G
E
W
O
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D
H
I
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L
S
-
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FO
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C
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S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM C 30+00.00 39+50
50'5'
MA
T
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:
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:
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+
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0
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N
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MA
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ST
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39
+
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0
STORM C, C-2 PLAN AND
PROFILE
C6.8
STORM C-2 20+00.00 20+51.67
50'5'
SCALE: 1"=50'
0 20 5010
C-2
C
08.16.202308.16.2023
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S
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STAMP
Date:
Drawn By:
Project No:
Checked By:
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RI
D
G
E
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D
H
I
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Y
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L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM C 39+50 47+53.82
50'5'
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
:
ST
A
:
C6
.
8
39
+
5
0
LI
N
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MA
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C
H
ST
A
39
+
5
0
STORM C, C-14 PLAN AND
PROFILE
C6.9
SCALE: 1"=50'
0 20 5010
STORM C-14 139+50 140+08.72
50'5'
08.16.202308.16.2023
S
S
S
S
S
S
S
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S
S
S
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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RI
D
G
E
W
O
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D
H
I
L
L
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T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM C-3 30+00.00 35+33.17
50'5'
SCALE: 1"=50'
0 20 5010
STORM C-3.1 10+00.00 10+37.00
50'5'
STORM C-3, C-3.1 PLAN AND
PROFILE
C6.10
08.16.202308.16.2023
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
MV
M
V
M
V
M
V
M
V
M
V
M
V
T
T
T T
MV
M
V
F
F F
F
FF
F
F
F
F
F
F
F
F
F
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F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
S
S
S
S
F
S
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F
F
M
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S
S
S
S
F
T
S
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S
S
S
S
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S
S
S
S
S
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STAMP
Date:
Drawn By:
Project No:
Checked By:
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Init.# Issue / DescriptionDate
RI
D
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H
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-
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FO
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C
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,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM C-3.4 40+00.00 44+65.74
50'5'
SCALE: 1"=50'
0 20 5010
STORM C-5 50+00.00 53+41.58
50'5'
C-3.4
C-5
STORM C-3.4, C-5 PLAN AND
PROFILE
C6.11
08.16.202308.16.2023
S
S
S
S
S
S
S
S
S
S
S
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STAMP
Date:
Drawn By:
Project No:
Checked By:
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Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
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FO
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T
C
O
L
L
I
N
S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
STORM C-7 70+00.00 70+12.50
50'5'
SCALE: 1"=50'
0 20 5010
STORM C-9 90+00.00 92+77.13
50'5'
C-9 C-7
STORM C-11, C-7, C-9 &
OUTFALL C PLAN AND
PROFILE
C6.12
SCALE: 1"=50'
0 20 5010
STORM C-11 110+00.00 110+12.01
50'5'
C-11
OUTFALL C 10+00 11+11.44
50'5'
SCALE: 1"=50'
0 20 5010
OUTFALL C
08.16.202308.16.2023
S
S
M
VTT
MV
E
E
E
E
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
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F
T
H
F
I
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T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
KEYMAP
US
H
W
Y
2
8
7
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B
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OFFSITE STORM 10+00.00 12+89.90
50'5'
STORM OFFSITE PLAN AND
PROFILE
C6.13
08.16.202308.16.2023
STM
STM
STM
ST
M
STM
STM
STM
STM
STM
STMSTM
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
F
I
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L
I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=20'
0 10 20
KEYMAP
US
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DETAILS
C6.14
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STORM DRAIN DETAILS
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
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08.16.202308.16.2023
STORM DRAIN DETAILS
C6.16
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
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DBC
PRE
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08.16.202308.16.2023
ORIFICE PLATE
POND ID ORIFICE PLATE HOLEDIAMETER (IN)
18
"
8" MIN.
8"
M
I
N
.
ORIFICE PLATE
28
.
5
"
39"
6"FRONT VIEW SIDE VIEW
CONCRETE APRON
DOWELS
6"
ORIFICE PLATE
POND ID ORIFICE PLATE HOLEDIAMETER (IN)
18
"
8" MIN.8"
M
I
N
.
ORIFICE PLATE
28
.
5
"
39"6"
FRONT VIEW SIDE VIEW
CONCRETE APRON
DOWELS
6"
STORM DRAIN DETAILS
C6.17
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P
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A
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FO
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C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
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SECTION C-C
SECTION A-A
WELL SCREEN
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGENDCC
A
A
B
B
SECTION B-B
FLOW CONTROL PLATE
ORIFICE PLATE DETAIL
ORIFICE PLATE DETAIL
08.16.202308.16.2023
STORM DRAIN DETAILS
C6.18
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L
L
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S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
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08.16.202308.16.2023
ADS STORMTECH DETAILS
C6.19
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
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CO
N
S
T
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C
T
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06.28.2023
GNK000010
JEP
DBC
PRE
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08.16.202308.16.2023
ADS STORMTECH DETAILS
C6.20
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
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O
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CO
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C
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06.28.2023
GNK000010
JEP
DBC
PRE
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08.16.202308.16.2023
ADS STORMTECH DETAILS
C6.21
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
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NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
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CO
N
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T
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C
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06.28.2023
GNK000010
JEP
DBC
PRE
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08.16.202308.16.2023
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NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
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O
R
CO
N
S
T
R
U
C
T
I
O
N
10.14.2022
GNK000010
JEP
ALS
PRE
L
I
M
I
N
A
R
Y
IRRIGATION DITCH A PLAN
AND PROFILE
C7.0
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
13. NO CONSTRUCTION FROM APRIL 15 TO OCTOBER 15.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
IRIG A 10+00.00 22+76.29
50'5'
SCALE: 1"=50'
0 20 5010
KEYMAP
US
H
W
Y
2
8
7
ST
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TRIA
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08.16.202308.16.2023
>>
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
F
I
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P
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A
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FO
R
T
C
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L
L
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S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
IRIG B 20+00.00 23+37.45
50'5'
IRRIGATION DITCH B PLAN
AND PROFILE
C7.1
08.16.202308.16.2023
S
S
S
MVTTE
E
E
E
>
>>
>
>
>
>
>
>
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S
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A
L
E
R
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
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A
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I
T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
IRIG C 30+00.00 31+38.89
50'5'
IRRIGATION DITCH C AND E
PLAN AND PROFILE
C7.2
A
A
SCALE: 1"=50'
0 20 5010
IRIG E 190+00 192+03.09
50'5'
08.16.202308.16.2023
S
S
S
MV
MV
MV
T
T
T
E
E
E
E
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 AND SEWER CONSTRUCTION SHALL BE PER FORT COLLINS LOVELAND WATER DISTRICT AND
SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST
EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, STORM SEWER MAINS, WATER MAINS & SERVICES.
6. CONFIRM EXISTING SANITARY SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED
INVERT, CONTACT THE DESIGN ENGINEER.
7. CONFIRM EXISTING STORM SEWER INVERT IN THE FIELD. IF IT DOESN'T MATCH THE ASSUMED INVERT,
CONTACT THE DESIGN ENGINEER.
8. CONFIRM HORIZONTAL LOCATION OF WATER TO EXISTING LOCATIONS PRIOR TO CONSTRUCTION.
CONTACT DESIGN ENGINEER WITH ANY DISCREPANCIES.
9. MINIMUM SEWER SLOPE IS 1.04% (
18" / 1') FOR 6" DIAMETER AND 2.08% (14" / 1') FOR 4" DIAMETER.
10. CONTRACTOR TO COORDINATE GAS, ELECTRIC AND TELEPHONE CABLE SERVICES.
11. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS
OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS
INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH THE APPROVED ARCHITECTURAL
DRAWINGS.
12. ROOF DRAIN CONNECTIONS TO BE COORDINATED WITH FINAL ARCHITECTURAL PLANS.
EXISTING WATER MAIN
EXISTING SANITARY SEWER
EXISTING FIRE HYDRANT
EXISTING STORM SEWER
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
8"WPROPOSED 8" WATER MAIN
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
8"SS
W
SS
EXISTING IRRIGATION
EXISTING UNDERGROUND TELEPHONE
IRR
UT
EXISTING UNDERGROUND ELECTRIC UE
LEGEND:
EXISTING FIBER OPTIC FO
EXISTING GAS G
EXISTING MANHOLE
EXISTING STORM INLET
SCALE: 1"=50'
0 20 5010
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
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G
D
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TRIA
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G
L
E
D
R
A
V
O
N
D
A
L
E
R
D
IRIG D 10+00.00 15+87.89
50'5'
IRRIGATION DITCH D PLAN
AND PROFILE
C7.3
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
F
I
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A
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P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
IN
OU
T
IN
T.O.B.=4864.47'
OUT
A
A
SECTION A-A
SECTION B-B
B B
OUT
IRR A-8 STRUCTURE DETAIL
C
C
SECTION C-C
OUT
T.O.B.=4864.47'T.O.B.=4864.47'
CONCRETE IRRIGATION
STRUCTURE BY OLDCASTLE
PRECAST, INC. (OR APPROVED EQUAL)
MH STEPS 12" O.C.
21" PVC PIPE
36" A-2000
CDOT CLOSE MESH GRATE
BOLTED TO BOX (or approved equal)
INV IN: 5054.33 (SE-36" A-2000)
INV OUT: 5047.75 (NE-21" PVC)
INSTALL 20" SLIDE GATE
(FRESNO VALVES OR
APPROVED EQUAL)
INV OUT: 5055.19 (NW-36" A-2000)
0.5' WIDE CONCRETE WALL
36" A-2000
10'
6'
6'
1. CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.
2. REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL
HAVE A MINIMUM 2" CLEARANCE.
3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6" AND
SHALL BE IN ACCORDANCE WITH AASHTO M 199.
4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE
AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.
5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL
TRASH RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER
PAINTED AFTER GALVANIZING.
IRR STRUCTURE A-1, A-4, A-5, A-6 & A-7 DETAIL
SECTION B-BSECTION A-A
PLAN
A
A
B B
≈7
'
7'6.5'
TRASH RACK
(SEE NOTES)
≈6.5'
≈4'
TOB=SEE PLAN
3/8"x6" BOLTS 12" O.C.
TO HOLD HINGE IN PLACE,
2 1/4" FROM EDGE OF
GRATE (TYP. OPP. SIDE)
TRASH RACK 51"x51" GRATING
(3/8" ROUND OR TWISTED CROSS
BARS AT 3" O.C., WELDED TO 1"x3/8"
BEARING BARS AT 2 1/2" O.C.)
IRR D-6 STRUCTURE DETAIL
INV OUT: SEE PLAN
& PROFILE
INV OUT: SEE PLAN
& PROFILE
IRR A-10 STRUCTURE DETAIL
A
A
IN
T.O.B.=4858.47'
SECTION A-A
CDOT CLOSE MESH GRATE
BOLTED TO BOX (or approved equal)
INV IN: 5055.06 (SE-36" A-2000 SKEWED ANGLE)5'-8"
IN 36
"
A
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0
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0
OUT
INV OUT: 5055.06 (EX. CULVERT)
HEADWALL AND WINGWALL
1'
1'
BOTTOM OF WALL
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WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
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10.14.2022
GNK000010
JEP
ALS
PRE
L
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A
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IRRIGATION DETAILS
C7.4
08.16.202308.16.2023
IRR A-1 STRUCTURE DETAIL
OUT
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COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
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10.14.2022
GNK000010
JEP
ALS
PRE
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IRRIGATION DETAILS
IRR A-1 & IRR D-6 STRUCTURE DETAIL IRR A-1 & IRR D-6 STRUCTURE DETAIL
IRR A-1 & IRR D-6 STRUCTURE DETAIL
C7.5
08.16.202308.16.2023
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COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
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06.28.2023
GNK000010
JEP
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KEYMAP
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SANITARY 1 10+00.00 20+22.52
50'5'
LEGEND:
NOTES:
T
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“
”
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GAS
S
M M
SCALE: 1"=50'
0 20 5010
SANITARY SEWER PLAN
AND PROFILE
C8.0
08.16.202308.16.2023
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COPYRIGHTS AND INFRINGEMENTS WILL BE
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5265 Ronald Reagan Blvd., Suite 210
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970.800.3300
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SANITARY 2 20+00.00 30+71.68
50'5'
LEGEND:
NOTES:
T
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“
”
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GAS
S
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SCALE: 1"=50'
0 20 5010
SANITARY SEWER PLAN
AND PROFILE
C8.1
08.16.202308.16.2023
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COPYRIGHTS AND INFRINGEMENTS WILL BE
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5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
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50'5'
LEGEND:
NOTES:
T
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“
”
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GAS
S
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SCALE: 1"=50'
0 20 5010
SANITARY SEWER PLAN
AND PROFILE
C8.2
SANITARY 2.1 21+00.00 23+43.18
50'5'
08.16.202308.16.2023
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Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
STRAUSBURG DRIVE PLAN
AND PROFILE
C9.0
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR
ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION.
3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL
CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED
OTHERWISE.
5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES.
6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.0-C2.5.
7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE
CDOT SPECIFICATIONS.
8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD
TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED
10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET.
11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES
ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO
POST.
12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER.
13. ALL SIGNS TO BE H.I.P.
14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO
PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING
CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH
GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT.
PROPOSED CURB AND GUTTER - SPILL
PROPOSED CONCRETE CROSSPAN
TRANSITION
PROPOSED FENCE
PROPOSED SIDEWALK
SCALE: 1"=50'
0 20 5010
KEYMAP
US
H
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7
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Date:
Drawn By:
Project No:
Checked By:
H:
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RI
D
G
E
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O
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D
H
I
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L
S
-
F
I
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T
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F
I
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T
Y
P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
CASTLE VIEW DRIVE PLAN
AND PROFILE
C9.1
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR
ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION.
3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL
CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED
OTHERWISE.
5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES.
6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.0-C2.5.
7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE
CDOT SPECIFICATIONS.
8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD
TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED
10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET.
11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES
ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO
POST.
12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER.
13. ALL SIGNS TO BE H.I.P.
14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO
PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING
CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH
GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT.
PROPOSED CURB AND GUTTER - SPILL
PROPOSED CONCRETE CROSSPAN
TRANSITION
PROPOSED FENCE
PROPOSED SIDEWALK
SCALE: 1"=50'
0 20 5010
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
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-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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3
Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
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I
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P
L
A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
FIELD VIEW DR & TORREYS
ST PLAN AND PROFILE
C9.2
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR
ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION.
3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL
CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED
OTHERWISE.
5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES.
6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.0-C2.5.
7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE
CDOT SPECIFICATIONS.
8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD
TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED
10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET.
11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES
ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO
POST.
12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER.
13. ALL SIGNS TO BE H.I.P.
14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO
PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING
CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH
GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT.
PROPOSED CURB AND GUTTER - SPILL
PROPOSED CONCRETE CROSSPAN
TRANSITION
PROPOSED FENCE
PROPOSED SIDEWALK
SCALE: 1"=50'
0 20 5010
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
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B
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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RI
D
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O
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D
H
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-
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C
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L
L
I
N
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,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
AVONDALE ROAD PLAN AND
PROFILE
C9.3
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR
ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION.
3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL
CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED
OTHERWISE.
5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES.
6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.0-C2.5.
7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE
CDOT SPECIFICATIONS.
8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD
TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED
10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET.
11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES
ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO
POST.
12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER.
13. ALL SIGNS TO BE H.I.P.
14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO
PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING
CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH
GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT.
PROPOSED CURB AND GUTTER - SPILL
PROPOSED CONCRETE CROSSPAN
TRANSITION
PROPOSED FENCE
PROPOSED SIDEWALK
SCALE: 1"=50'
0 20 5010
KEYMAP
US
H
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AVONDALE ROAD
LEFT FLOWLINE
16+00.00 28+00
50' 10'
AVONDALE ROAD
CENTERLINE
16+00.00 28+00
50' 10'
AVONDALE ROAD
RIGHT FLOWLINE
16+00.00 28+00
50' 10'
08.16.202308.16.2023
-
-
-
-
-
-
-
-
-
-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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RI
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
FUTURE AVONDALE ROAD
PLAN AND PROFILE
C9.4
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR
ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION.
3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL
CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED
OTHERWISE.
5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES.
6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.0-C2.5.
7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE
CDOT SPECIFICATIONS.
8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD
TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED
10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET.
11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES
ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO
POST.
12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER.
13. ALL SIGNS TO BE H.I.P.
14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO
PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING
CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH
GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT.
PROPOSED CURB AND GUTTER - SPILL
PROPOSED CONCRETE CROSSPAN
TRANSITION
PROPOSED FENCE
PROPOSED SIDEWALK
SCALE: 1"=50'
0 20 5010
RI
G
H
T
F
L
O
W
L
I
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E
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
R
G
D
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TRIA
N
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D
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A
V
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F
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F
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O
W
L
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N
E
08.16.202308.16.2023
STRASBURG DRIVE
SECTIONS
C9.5
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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2
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2
3
Init.# Issue / DescriptionDate
RI
D
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E
W
O
O
D
H
I
L
L
S
-
F
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F
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P
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A
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FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
FIELD VIEW DRIVE & CASTLE
VIEW DRIVE SECTIONS
C9.6
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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2
3
Init.# Issue / DescriptionDate
RI
D
G
E
W
O
O
D
H
I
L
L
S
-
F
I
F
T
H
F
I
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Y
P
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A
N
FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
FIELD VIEW DRIVE &
TORREYS STREET
SECTIONS
C9.7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
\
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3
Init.# Issue / DescriptionDate
RI
D
G
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W
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O
D
H
I
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-
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P
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A
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FO
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T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
AVONDALE ROAD SECTIONS
C9.8
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
\
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2
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Init.# Issue / DescriptionDate
RI
D
G
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W
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O
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H
I
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P
L
A
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FO
R
T
C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
AVONDALE ROAD SECTIONS
C9.9
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
\
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Init.# Issue / DescriptionDate
RI
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G
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W
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O
D
H
I
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P
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A
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FO
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C
O
L
L
I
N
S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
AVONDALE ROAD SECTIONS
C9.10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
\
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Init.# Issue / DescriptionDate
RI
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W
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H
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C
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L
L
I
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S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
FUTURE AVONDALE ROAD
SECTIONS
C9.11
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Init.# Issue / DescriptionDate
RI
D
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W
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H
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-
F
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FO
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C
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L
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S
,
C
O
THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
FUTURE AVONDALE ROAD
SECTIONS
C9.12
-
-
-
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-
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-
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-
-
-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
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CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
FUTURE AVONDALE ROAD
SECTIONS
C9.13
-
-
-
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-
-
-
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-
-
-
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Date:
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
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U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
FUTURE AVONDALE ROAD
SECTIONS
C9.14
-
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-
-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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C
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L
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S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
08.16.202308.16.2023
S SS
T T
T T
100' ROW
L
88' -
C
EXISTING 4-LANE ARTERIAL
COLLEGE AVENUE
6-LANE ARTERIAL
COLLEGE AVENUE
(FUTURE SECTION)
LC
144' ROW
12'12'12'8'9'8'15' UTILEASEMENT
BI
K
E
L
A
N
E
PA
R
K
W
A
Y
WA
L
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L
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A
N
E
TR
A
V
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L
L
A
N
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TR
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L
L
A
N
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121' ROADWAY
18' MEDIAN
2'
SL
O
P
E
D
C
U
R
B
2'
SL
O
P
E
D
C
U
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B
66' ℄-55' ℄-
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
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CO
N
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T
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C
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N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
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A
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Y
US HWY 287 FUTURE
RIGHT-OF-WAY PLAN
C9.15
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR
ADDITIONAL RIGHT-OF-WAY, EASEMENT AND ROADWAY CENTERLINE INFORMATION.
3. BUILDING POINTS ARE AT CORNERS OF NOMINAL BUILDING FOOTPRINTS. CONTRACTOR SHALL
CONFIRM ALL BUILDING CORNERS AND DIMENSIONS WITH ARCHITECT PRIOR TO CALLING FOR STAKES.
4. ALL DIMENSIONS REFERENCE FLOWLINE, BUILDING OR PROPERTY LINE UNLESS SPECIFIED
OTHERWISE.
5. CONTRACTOR TO COORDINATE WITH CIVIL ENGINEER AND ARCHITECT PRIOR TO STAKING BUILDING
COORDINATES.
6. FOR ALL CATCH AND SPILL CURB INFORMATION AND TRANSITIONS, SEE GRADING PLANS C2.0-C2.5.
7. ALL STRIPING AND PAVEMENT MARKINGS SHALL COMPLY WITH THE MUTCD AND SECTION 627 OF THE
CDOT SPECIFICATIONS.
8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD WITH REGARD
TO SIGN TYPE, SIZE, LOCATION AND MOUNTING SPECIFICATIONS.
9. ALL ON-SITE CURB AND GUTTER SHALL BE 18" CATCH OR SPILL CURB AND GUTTER UNLESS NOTED
10. ALL H/C RAMPS SHALL HAVE TRUNCATED DOMES PER SITE PLAN DETAILS SHEET.
11. REFER TO DETAIL SHEET -- FOR H/C PARKING STALL DETAILS AND SIGN REQUIREMENTS - ALL SPACES
ARE VAN ACCESSIBLE AND SHOULD BE POSTED AS SUCH. PROVIDE 2.5' CLEAR FROM FLOWLINE TO
POST.
12. THERE SHALL BE A 3' MINIMUM TRANSITION FROM SPILL TO CATCH CURB AND GUTTER.
13. ALL SIGNS TO BE H.I.P.
14. FOR PAVEMENT DESIGN, PAVEMENT SECTIONS, AND SUBGRADE PREPARATION, REFER TO
PRELIMINARY SUBSURFACE EXPLORATION REPORT DATED JULY 17, 2019 BY EARTH ENGINEERING
CONSULTANTS. CONTRACTOR TO VERIFY FINAL PAVEMENT AND SUBGRADE DESIGN WITH
GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
15. ALL PROPOSED EASEMENTS ARE TO BE RECORDED BY SEPARATE DOCUMENT.
PROPOSED CURB AND GUTTER - SPILL
PROPOSED CONCRETE CROSSPAN
TRANSITION
PROPOSED FENCE
PROPOSED SIDEWALK
SCALE: 1"=30'
0 15 30
KEYMAP
US
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FUTURE STATE HWY 287
ROAD SECTION--
TH
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08.16.202308.16.2023
S
S
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S
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Date:
Drawn By:
Project No:
Checked By:
H:
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Init.# Issue / DescriptionDate
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
US HWY 287 FUTURE
RIGHT-OF-WAY SECTIONS
C9.16
08.16.202308.16.2023
>
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-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
Init.# Issue / DescriptionDate
RI
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
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U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
INTERSECTION DETAILS
C9.17
SCALE: 1"=20'
0 10 20
KEYMAP
US
H
W
Y
2
8
7
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STAMP
Date:
Drawn By:
Project No:
Checked By:
Init.# Issue / DescriptionDate
RI
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C
O
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L
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N
S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
INTERSECTION DETAILS
C9.18
SCALE: 1"=20'
0 10 20
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
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G
D
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TRIA
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G
H
08.16.202308.16.2023
-
-
-
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-
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-
-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
Init.# Issue / DescriptionDate
RI
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S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
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CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
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I
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A
R
Y
INTERSECTION DETAILS
C9.19
SCALE: 1"=20'
0 10 20
KEYMAP
US
H
W
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2
8
7
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A
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D
I
08.16.202308.16.2023
SITE DETAILS
C9.20
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
Init.# Issue / DescriptionDate
RI
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
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CO
N
S
T
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U
C
T
I
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N
06.28.2023
GNK000010
JEP
DBC
PRE
L
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M
I
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A
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Y
PRIVATE ROAD STREET SIGN1
C10.1
08.16.202308.16.2023
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
Init.# Issue / DescriptionDate
RI
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
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CO
N
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N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
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A
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Y
SITE DETAILS
C9.21
08.16.202308.16.2023
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
Init.# Issue / DescriptionDate
RI
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
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NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
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CO
N
S
T
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C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
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A
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SITE DETAILS
C9.22
CURB CHASE1
C2.2
08.16.202308.16.2023
-
-
-
-
-
-
-
-
-
-
-
-
-
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STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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L
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
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CO
N
S
T
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N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
SIGNAGE & STRIPING PLAN
C10.0
SCALE: 1"=60'
0 30 6010
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
R
G
D
R
TRIA
N
G
L
E
D
R
A
V
O
N
D
A
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D
LEGEND:
NOTES:
STOP SIGN
STREET NAME SIGN
FIRE LANE - NO PARKING
1
2
3
4 TYPE 3 BARRICADE
5 HANDICAP PARKING SIGN
18" WIDE BY 12'' LONG WHITE CROSSWALK BAR
6" WIDE WHITE LANE MARKING
18" WIDE WHITE STOP BAR
A
B
C
D 2 - 4" YELLOW LANE MARKING - 4" SPACE BETWEEN
6" SKIPPED WHITE LINE, 3' LONG WITH 9' SPACINGE
WHITE BIKE STENCIL WITH ARROWF
6 PRIVATE STREET NAME SIGN
7 OM4-3 OBJECT MARKERS
8 R2-1 SPEED LIMIT 25
9 "NO PARKING - ANY TIME"
LEFT TURN ARROWG
10 HANDICAP PARKING SIGN - VAN ACCESSIBLE
C10.1
C10.0
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
08.16.202308.16.2023
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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O
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D
H
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F
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T
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F
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C
O
L
L
I
N
S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
SIGNAGE & STRIPING PLAN
C10.1
SCALE: 1"=60'
0 30 6010
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
R
G
D
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TRIA
N
G
L
E
D
R
A
V
O
N
D
A
L
E
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D
C10.1
C10.0
LEGEND:
NOTES:
STOP SIGN
STREET NAME SIGN
FIRE LANE - NO PARKING
1
2
3
4 TYPE 3 BARRICADE
5 HANDICAP PARKING SIGN
18" WIDE BY 12'' LONG WHITE CROSSWALK BAR
6" WIDE WHITE LANE MARKING
18" WIDE WHITE STOP BAR
A
B
C
D 2 - 4" YELLOW LANE MARKING - 4" SPACE BETWEEN
6" SKIPPED WHITE LINE, 3' LONG WITH 9' SPACINGE
WHITE BIKE STENCIL WITH ARROWF
6 PRIVATE STREET NAME SIGN
7 OM4-3 OBJECT MARKERS
8 R2-1 SPEED LIMIT 25
9 "NO PARKING - ANY TIME"
LEFT TURN ARROWG
10 HANDICAP PARKING SIGN - VAN ACCESSIBLE
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
08.16.202308.16.2023
T
T
T
T
T
T
T
T
F
F
F
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F
F
F
F
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F
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T
T
F
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T
T
T
T
T
T
F
T
T
T
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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H
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C
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L
L
I
N
S
,
C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
EROSION CONTROL PLAN
C11.1
SCALE: 1"=60'
0 30 6010
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
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G
D
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TRIA
N
G
L
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C11.1
C11.0
LEGEND:
1. THIS EROSION CONTROL PLAN AND ASSOCIATED SWMP ARE LIVING DOCUMENTS REQUIRING PERIODIC
REVIEW AND UPDATING AS SITE CONDITIONS CHANGE OR AS REQUIRED BY LOCAL AUTHORITIES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE ONGOING COMPLIANCE WITH THE REQUIREMENTS OF THE
STORMWATER DISCHARGE PERMIT.
2. 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.
3. EROSION CONTROL PRACTICES, SITE PROTECTION AND REVEGETATION METHODS SHALL FOLLOW CITY
OF FORT COLLINS REGULATIONS.
4. DURING CONSTRUCTION PHASING, INSTALL EROSION CONTROL MEASURES FOLLOWING BMPS WITH EACH
PHASE, AS REQUIRED.
5. PERIMETER PROTECTION (I.E., STRAW WATTLES) IS SHOWN AROUND EACH BLOCK THAT IS A PART OF THE
PROPOSED IMPROVEMENTS. REFER TO THE LEGEND (SEE RIGHT). THIS PERIMETER PROTECTION SHALL
BE INSTALLED WHEN CURB, GUTTER AND SIDEWALK INSTALLATION IS COMPLETED IN THE ADJOINING
RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PERIMETER PROTECTION (i.e.,
STRAW WATTLES) DAMAGED BY CONSTRUCTION TRAFFIC (e.g., TRUCKS DRIVING OVER STRAW WATTLES
AND FLATTENING THEM).
6. FOLLOWING OVERLOT GRADING OR ANY OTHER LAND DISTURBING ACTIVITY, ALL OTHER AREAS OF THE
SITE TO BE DEVELOPED DURING LATER PHASES OF CONSTRUCTION AND WHICH SHALL REMAIN EXPOSED
FOR MORE THAN THIRTY-(30) DAYS WILL REQUIRE TEMPORARY OR PERMANENT EROSION CONTROL (I.E.,
SEED/MULCH, LANDSCAPING, ETC.).
7. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION
FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE
STABILIZATION METHODS.
8. SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET
C0.1, AS WELL AS DETAILS ON SHEETS C11.2-C11.4.
9. NO DEBRIS OR MUD SHALL BE TRACKED ON ADJACENT STREETS. ANY DEBRIS OR MUD TRACKED ONTO
ADJACENT STREETS SHOULD BE REMOVED AND CLEANED IMMEDIATELY BY THE CONTRACTOR.
10. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THE APPROVED LANDSCAPE
PLAN FOR THE SITE.
VEHICLE TRACKING CONTROL PAD
SILT FENCE
INLET PROTECTION
CONCRETE WASHOUT AREA
NOTE:
ALL BMP'S SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE
DETERMINED BY THE CONTRACTOR.
ROCK SOCK
SF
IP
CWA
VTC
RS
GENERAL NOTES:
TEMPORARY BMPs
SF SF
EXISTING STORM SEWER
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
EXISTING MANHOLE
EXISTING STORM INLET
STABILIZED STAGING AREA SSA
ROCK CHECK DAM RCD
NATURAL HABITAT BUFFER ZONE
LIMITS OF CONSTRUCTION
PERMANENT SEEDING & MULCHING:
REFER TO APPROVED LANDSCAPE PLANS FOR
PERMANENT SITE STABILIZIATION
08.16.202308.16.2023
T
T
T
T
TT
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FF
F
F
F
F
F
F
F
F
F
F
F
T
F
F
T
F
T T
T
T
F
-
-
-
-
-
-
-
-
-
-
-
-
-
-
STAMP
Date:
Drawn By:
Project No:
Checked By:
H:
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,
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
06.28.2023
GNK000010
JEP
DBC
PRE
L
I
M
I
N
A
R
Y
SCALE: 1"=60'
0 30 6010
KEYMAP
US
H
W
Y
2
8
7
ST
R
A
S
B
U
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G
D
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TRIA
N
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L
E
D
R
A
V
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D
A
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D
LEGEND:
1. THIS EROSION CONTROL PLAN AND ASSOCIATED SWMP ARE LIVING DOCUMENTS REQUIRING PERIODIC
REVIEW AND UPDATING AS SITE CONDITIONS CHANGE OR AS REQUIRED BY LOCAL AUTHORITIES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE ONGOING COMPLIANCE WITH THE REQUIREMENTS OF THE
STORMWATER DISCHARGE PERMIT.
2. 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.
3. EROSION CONTROL PRACTICES, SITE PROTECTION AND REVEGETATION METHODS SHALL FOLLOW CITY
OF FORT COLLINS REGULATIONS.
4. DURING CONSTRUCTION PHASING, INSTALL EROSION CONTROL MEASURES FOLLOWING BMPS WITH EACH
PHASE, AS REQUIRED.
5. PERIMETER PROTECTION (I.E., STRAW WATTLES) IS SHOWN AROUND EACH BLOCK THAT IS A PART OF THE
PROPOSED IMPROVEMENTS. REFER TO THE LEGEND (SEE RIGHT). THIS PERIMETER PROTECTION SHALL
BE INSTALLED WHEN CURB, GUTTER AND SIDEWALK INSTALLATION IS COMPLETED IN THE ADJOINING
RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PERIMETER PROTECTION (i.e.,
STRAW WATTLES) DAMAGED BY CONSTRUCTION TRAFFIC (e.g., TRUCKS DRIVING OVER STRAW WATTLES
AND FLATTENING THEM).
6. FOLLOWING OVERLOT GRADING OR ANY OTHER LAND DISTURBING ACTIVITY, ALL OTHER AREAS OF THE
SITE TO BE DEVELOPED DURING LATER PHASES OF CONSTRUCTION AND WHICH SHALL REMAIN EXPOSED
FOR MORE THAN THIRTY-(30) DAYS WILL REQUIRE TEMPORARY OR PERMANENT EROSION CONTROL (I.E.,
SEED/MULCH, LANDSCAPING, ETC.).
7. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION, EROSION
FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT SITE
STABILIZATION METHODS.
8. SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET
C0.1, AS WELL AS DETAILS ON SHEETS C11.2-C11.4.
9. NO DEBRIS OR MUD SHALL BE TRACKED ON ADJACENT STREETS. ANY DEBRIS OR MUD TRACKED ONTO
ADJACENT STREETS SHOULD BE REMOVED AND CLEANED IMMEDIATELY BY THE CONTRACTOR.
10. PERMANENT SITE STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THE APPROVED LANDSCAPE
PLAN FOR THE SITE.
VEHICLE TRACKING CONTROL PAD
SILT FENCE
INLET PROTECTION
CONCRETE WASHOUT AREA
NOTE:
ALL BMP'S SHOWN ARE GRAPHICAL IN NATURE. FINAL SIZE AND LOCATION SHALL BE
DETERMINED BY THE CONTRACTOR.
ROCK SOCK
SF
IP
CWA
VTC
RS
GENERAL NOTES:
TEMPORARY BMPs
SF SF
EXISTING STORM SEWER
PROPOSED CURB AND GUTTER
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER - OUTFALL
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED MANHOLE
EXISTING MANHOLE
EXISTING STORM INLET
STABILIZED STAGING AREA SSA
ROCK CHECK DAM RCD
NATURAL HABITAT BUFFER ZONE
LIMITS OF CONSTRUCTION
PERMANENT SEEDING & MULCHING:
REFER TO APPROVED LANDSCAPE PLANS FOR
PERMANENT SITE STABILIZIATION
EROSION CONTROL PLAN
C11.0
C11.1
C11.0
THE PROJECTED SEQUENCE OF WORK IS EXPECTED TO OCCUR IN THE FOLLOWING ORDER, WITH
SOME OVERLAP AND ADJUSTMENTS AS SITE CONDITIONS DICTATE. REFER TO SHEETS C3.0-C3.3
FOR OVERALL SITE AND UTILITIES CONSTRUCTION PHASING
·INSTALL CONTROL MEASURES
·CONSTRUCT DIVERSION DITCHES
·CLEAR AND GRUB
·ROUGH OVERLOT GRADING
·ROUGH GRADE WATER QUALITY AND DETENTION PONDS
·GRADE BUILDING PAD
·INSTALL UNDERGROUND WATER QUALITY CHAMBERS
·INSTALL TEMPORARY DIVERSION CONTROLS UPSTREAM OF CHAMBERS (SEE SHEETS C3.0 &
C3.2 FOR PHASING INSTRUCTIONS)
·TRENCH AND INSTALL UNDERGROUND UTILITIES
·COMMERCE VERTICAL CONSTRUCTION
·FINE GRADE THE REMAINDER OF THE SITE
·PAVEMENT INSTALLATION
·INSTALL BIO-RETENTION UNDERDRAIN SYSTEM AND FILTER MEDIA
·REMOVE TEMPORARY DIVERSION CONTROLS UPSTREAM OF WATER QUALITYCHAMBERS (SEE
SHEETS C3.0 & C3.2 FOR PHASING INSTRUCTIONS)
·SEED NATIVE AREAS AND INSTALL PERMANENT LANDSCAPING
·REMOVE FINAL CONTROL MEASURES UPON ESTABLISHMENT OF VEGETATION
SEQUENCE OF MAJOR ACTIVITIES
08.16.202308.16.2023
EROSION CONTROL
DETAILS
C11.2
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
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SILT FENCE
SF
WATTLE INSTALLATION
SWALE WATTLE DIKE DROP INLET PROTECTION
IP
SF SF SF
IPS
SF
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
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EROSION CONTROL
DETAILS
C11.3
STRAW WATTLE
(SEE DETAIL 2 ON DT09 FOR DETAIL)
VEHICLE CONTROL TRACKING PADCURB INLET PROTECTION
IP
VTC
IPS
VTC
DANDY BAG
CONSTRUCTION FENCE
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C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NO
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EROSION CONTROL
DETAILS
C11.4CONCRETE WASHOUT AREA
CWACWA
08.16.202308.16.2023
1
2
1
11
5
5
5
5
3
3
3
3
3
3
2
2
2
2
OFF-SITE RUNOFF
FROM A PORTION OF
BASIN N7 - RIDGEWOOD
HILLS FOURTH FILING
12
3
33
3
3
3
3
2
3
3
acres
D4
0.20
0.25 0.29
D5
RF10
RF9
A15
A16
A14
A13
RF8
RF7
A12
A9A8
A10
A11
A2
A7
RF6
RF5
RF4
RF3
A5
A6A4
A3
RF2
RF1
A1
B3
B2
B4
acres
PND A
0.22
0.27 0.91
acres
PND B
0.30
0.38 1.08
B1
D4
C2
C3
C4
D2
acres
A1
0.82
1.00 0.59
acres
B1
0.33
0.42 0.27
acres
B2
0.57
0.72 1.78
acres
B3
0.68
0.85 0.69
acres
A2
0.85
1.00 0.99
acres
A7
0.42
0.52 0.23
acres
A3
0.52
0.65 0.98
acres
A5
0.68
0.85 0.33
acres
A4
0.60
0.74 0.44
acres
A6
0.77
0.96 0.43
acres
A8
0.82
1.00 0.16
acres
A9
0.84
1.00 0.26
acres
A10
0.73
0.91 0.18
acres
A11
0.84
1.00 0.16
acres
A12
0.87
1.00 0.28
acres
A13
0.64
0.81 0.64
acres
A14
0.67
0.84 0.34
acres
A15
0.72
0.91 0.20
acres
A16
0.89
1.00 0.32
acres
D5
0.23
0.28 0.42
C1
acres
C1
0.37
0.46 0.30
acres
C2
0.28
0.35 0.13
acres
C3
0.61
0.77 2.25
acres
C4
0.74
0.92 0.72
acres
C5
0.70
0.88 0.22 C5
acres
OS3
0.20
0.25 1.69
acres
RBS
0.20
0.25 0.85
RBS
A17
acres
N-7
0.25
0.31 0.90
acres
OS1
0.21
0.27 0.90
acres
OS2
0.20
0.25 0.69
acres
OS4
0.20
0.25 0.38
acres
D2
0.33
0.42 0.74
acres
D3
0.20
0.25 0.21
D3
OS1
OS2
OS3
OS4
14
13
15
15
OFF-SITE RUNOFF FROM
±31% OF N-7
RIDGEWOOD HILLS
FOURTH FILING
Q2=0.18 cfs
Q100=0.64 cfs
OFF-SITE RUNOFF FROM
±28% OF N-7
RIDGEWOOD HILLS
FOURTH FILING
Q2=0.16 cfs
Q100=0.58 cfs
OFF-SITE RUNOFF FROM
±41% OF N-7
RIDGEWOOD HILLS
FOURTH FILING
Q2=0.24 cfs
Q100=0.85 cfs
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C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NOT
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LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED STORM INLET
PROPOSED LOTLINE
EASEMENT LINE
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPERTY BOUNDARY
EXISTING MANHOLE
DRAINAGE SYMBOLS:
DESIGN POINT
MAJOR BASIN BOUNDARY (i.e., C-STORE)
SUB-BASIN BOUNDARY (i.e., RATIONAL METHOD)
OVERLAND FLOW DIRECTION
(I.E., LANDSCAPING)
DIRECT FLOW DIRECTION
(I.E., PAVEMENT, CURB AND
GUTTER)
BASIN ID
MINOR (2YEAR) RUNOFF
COEFFICIENT
MAJOR (100YEAR) RUNOFF
COEFFICIENT
BASIN AREA
(ACRES)
acres
A1
0.23
0.45 1.00
A1
SCALE: 1"=60'
0 30 6010
DRAINAGE PLAN
C12.0MATCHLINE-SEE SHEET C12.1
KEYMAP
US
H
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8
7
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C12.1
C12.0
DRAINAGE NOTES
PROPOSED OUTLET STRUCTURE
PROPOSED STORM DRAIN PIPE
PROPOSED STORM DRAIN INLET (CDOT TYPE R CURB INLET, No. 16 COMBINATION
INLET, AREA INLET, ETC.)
PROPOSED GRASS-LINED SWALE W/CONCRETE PAN
PROPOSED RE-ALIGNMENT OF EXISTING IRRIGATION DITCH
EXISTING IRRIGATION DITCH TO BE PROTECTED IN-PLACE
PROPOSED INTERIM OUTFALL
PROPOSED HEADWALL w/ORIFICE PLATE
PROPOSED SIDEWALK CHASE
PROPOSED BIORETENTION BASIN
PROPOSED ADS STORMTECH SYSTEM
EXISTING 48" OUTFALL TO ROBERT BENSON LAKE
RE-ROUTED OUTFALL FROM SHENANDOAH PUD FILING ONE
POND B OUTFALL
ESTIMATED 100-YEAR WATER SURFACE ELEVATION (WSEL)
EXISTING 24" OUTFALL CONSTRUCTED W/RIDGEWOOD HILLS PUD 3RD FILING
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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1
10
6
3
3
2
2
3
3
2
2
5
6
OFF-SITE RUNOFF FROM
BASIN SB-14 OF
RIDGEWOOD HILLS
FOURTH FILING
Q2=0.05 cfs
Q100 = 1.52 cfs
3
D1
C7
C6b
C6a
C8
C10
C13
C14
C15
C16
C11
C12
C18
C17
C9
B11
C18
C19
acres
PND C
0.20
0.25 1.58
acres
RG C
0.27
0.33 0.86
acres
D1
0.65
0.82 0.10
acres
C5
0.70
0.88 0.22 C5
acres
C6b
0.73
0.92 0.99
acres
C7
0.55
0.69 0.41
acres
C8
0.46
0.57 0.42
acres
C9
0.74
0.93 0.60
acres
C10
0.81
1.00 0.46
acres
C11
0.84
1.00 0.19
acres
C13
0.76
0.95 0.34
acres
C12
0.55
0.69 0.41
acres
C14
0.72
0.90 1.07
acres
C15
0.78
0.97 0.46
acres
C16
0.73
0.92 1.60
acres
C17
0.70
0.88 0.13
acres
C18
0.63
0.79 1.03
acres
WT2
0.25
0.31 2.21
WT2
acres
WT3
0.20
0.25 1.70
WT3
acres
D6
0.20
0.25 0.93 D6
acres
WT1
0.41
0.52 0.17
WT1
acres
C6a
0.78
0.98 0.25
acres
SB-14
0.06
0.51 0.298
SB-14
15
Q100 BYPASS FLOW
FROM DPB11 (OCG):
±17.8 CFS
EXISTING
WETLAND AREA
16
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C
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THESE PLANS ARE AN INSTRUMENT OF SERVICE
AND ARE THE PROPERTY OF GALLOWAY, AND MAY
NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED
WITHOUT THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL BE
ENFORCED AND PROSECUTED.
COPYRIGHT
GallowayUS.com
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300
NOT
F
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CO
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06.28.2023
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LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED STORM INLET
PROPOSED LOTLINE
EASEMENT LINE
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPERTY BOUNDARY
EXISTING MANHOLE
DRAINAGE SYMBOLS:
DESIGN POINT
MAJOR BASIN BOUNDARY (i.e., C-STORE)
SUB-BASIN BOUNDARY (i.e., RATIONAL METHOD)
OVERLAND FLOW DIRECTION
(I.E., LANDSCAPING)
DIRECT FLOW DIRECTION
(I.E., PAVEMENT, CURB AND
GUTTER)
BASIN ID
MINOR (2YEAR) RUNOFF
COEFFICIENT
MAJOR (100YEAR) RUNOFF
COEFFICIENT
BASIN AREA
(ACRES)
acres
A1
0.23
0.45 1.00
A1
SCALE: 1"=60'
0 30 6010
MATCHLINE-SEE SHEET C12.0
DRAINAGE PLAN
C12.1
KEYMAP
US
H
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Y
2
8
7
ST
R
A
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B
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C12.1
C12.0
DRAINAGE NOTES
PROPOSED OUTLET STRUCTURE
PROPOSED STORM DRAIN PIPE
PROPOSED STORM DRAIN INLET (CDOT TYPE R CURB INLET, No. 16 COMBINATION
INLET, AREA INLET, ETC.)
PROPOSED GRASS-LINED SWALE W/CONCRETE PAN
PROPOSED RE-ALIGNMENT OF EXISTING IRRIGATION DITCH
EXISTING IRRIGATION DITCH TO BE PROTECTED IN-PLACE
PROPOSED INTERIM OUTFALL
PROPOSED HEADWALL w/ORIFICE PLATE
PROPOSED SIDEWALK CHASE
PROPOSED BIORETENTION BASIN
PROPOSED ADS STORMTECH SYSTEM
EXISTING 48" OUTFALL TO ROBERT BENSON LAKE
RE-ROUTED OUTFALL FROM SHENANDOAH PUD FILING ONE
POND B OUTFALL
ESTIMATED 100-YEAR WATER SURFACE ELEVATION (WSEL)
EXISTING 24" OUTFALL CONSTRUCTED W/RIDGEWOOD HILLS PUD 3RD FILING
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16 08.16.202308.16.2023